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7211 SW 62 AVE ERPB-05-009-000_001 4 Il Date: April 19, 2005 To: Environmental Review & Preservation Board, City of South Miami From: Jay Beckman, 6520 SW 65 Street, South Miami, FL Re: ERPB-05-009, 7211 SW 62nd Avenue, New Construction REQUEST FOR REEXAMINATION OF COMPLIANCE WITH LAND DEVELOPMENT CODE Statement Of The Need For Requested Action After examining the plans for the proposed building it is believed that several aspects of the building do not meet the requirements of the Land Development Code. Description Of Alleged Nonconformity 1. A 5% parking reduction is claimed as a bonus for an "arcade" (20-8.10 Bonus allocations). However, an arcade is not"shown on the drawings as an arcade is required to extend beyond the build-to-Line (20-8.2 Definitions). 2: A 20% parking reduction is claimed as a bonus for "more than three uses" (20-8.10 Bonus allocations). However, only three uses are proposed. Furthermore, to claim a residential component by including one apartment unit is an abusive interpretation of the code. 3. The proposed building includes nine stories where only seven are allowed (4 plus 3 for bonuses). The staff report claims that "based on city attorney's interpretation, levels of parking are not calculated as stories but by building height." The Land Development Code does not support such a position and this matter needs to be clarified by the city attorney. 4. Does the proposed building comply with 20-8.15(F)? "Along a frontage containing a required building line, at least seventy-five percent of the width of any.new or reconstructed first-story building wall facing a street shall be devoted to interest creating features, pedestrian entrances, transparent show or display windows affording I views into retail, office, or lobby space." 5. As a practical matter, where is service area (garbage pick-up, deliveries; etc.)? Conclusion It is requested that the proposed building be reexamined for the alleged violations of the Land Development Code as described above before recommending approval of the application. Date: April 19, 2005 To: Environmental Review & Preservation Board, City of South Miami From: Jay Beckman, 6520 SW 65 Street, South Miami, FL Re: ERPB-05-009, 7211 SW 62nd Avenue, New Construction REQUEST FOR REEXAMINATION OF COMPLIANCE WITH LAND DEVELOPMENT CODE Statement Of The Need For Requested Action After examining the plans for the proposed building it is believed that several aspects of the building do not meet the requirements of the Land Development Code. Description Of Alleged Nonconformity 1. A 5% parking reduction is claimed as a bonus for an "arcade" (20-8.10 Bonus allocations). However, an arcade is not shown on the drawings as an arcade is required to extend beyond the build-to-Line (20-8.2 Definitions). 2. A 20% parking reduction is claimed as a bonus for "more than three uses" (20-8.10 Bonus allocations). However, only three uses are proposed. Furthermore, to claim a residential component by including one apartment unit is an abusive interpretation of the code. 3. The proposed building includes nine stories where only seven are allowed (4 plus 3 for bonuses). The staff report claims that "based on city attorney's interpretation, levels of parking are not calculated as stories but by building height." The Land Development Code does not support such a position and this matter needs to be clarified by the city attorney. 4. Does the proposed building comply with 20-8.15(F)? "Along a frontage containing a required building line, at least seventy-five percent of the width of any new or reconstructed first-story building wall facing a street shall be devoted to interest creating features, pedestrian entrances, transparent show or display windows affording views into retail, office, or lobby space." 5. As a practical matter, where is service area (garbage pick-up, deliveries; etc.)? Conclusion It is requested that the proposed building be reexamined for the alleged violations of the Land Development Code as described above before recommending approval of the application. South Miami Ail-America City t .................. E 2001 CITY OF SOUTH MIAMI PLANNING DEPARTMENT TELEPHONE 305.663.6326 or 6327 FAX 305.668.7356 FAX COVER SHEET DATE: 3/28/2005 FAX #: 305-789-3395 TO: Mr. John Herin FROM: Don O'Donniley RE: ERPB letter dated March 17, 2005 PAGES (nvCL. covER) 2 COMMENTS: r 5VVCA ENVI RONMENTA�LC°ONNSS U LLTANTS 4OIX I WWW.SWCA.COM TRANSMISSION VERIFICATION REPORT TIME 03/28/2005 10: 45 NAME CITY OF SOUTH MIAMI FAX 3056687356 TEL 3056687356 SER. # BROE4J585297 DATE,TIME 03/28 10: 44 FAX N0. /NAME 9305789==3395 DURATION 00: 00:33 PAGE(S) 02 RESULT WOK= MODE STANDARD - -- ECM - ---- Part 1 City of South Miami PLANNING DEPARTMENT APPLICATION FEES DATE: G CHECK NO: NAME: a ADDRESS: D t W, PHONE NO: tig 03.41.300 ERPB HEARING FEES (Total) Applications for new construction in the RS and RT zoning districts Single unit ($500) All other applications for: New construction ($600);Renovation($300); Si �c s,walls, etc. ($150) For each additional appearance before the Boar ($100) VARIANCE 02.19.161 Advertisement and Notice Fees ............................($1,000) 03.41.200 Admin Fee.......................................................($1000) (TOTAL$2000) EACH ADDITIONAL VARIANCE............................($750) SPECIAL USE/SPECIAL EXCEPTIONS 02.19.161 Advertisement and Notice Fees ............................($1,000) 03.41.200 Admin Fee.......................................................($1000) (TOTAL$2000) 02.19.161 REZONING APPLICATION (less than 10 acres).........($4000) 02.19.161 REZONING APPLICATION (more than 10 acres).....($13,500) LDC TEXT AMENDMENT I(General standards,misc. .provisions) 02.19.161 Advertisement and Notice Fees................................. ($1,000) 03.41.200 Admin Fee............... .......................................... ($1000) (TOTAL$2000) LDC TEXT AMENDMENT II(Change Permitted use Schedule) 02.19.161 Advertisement and Notice Fees................................. ($3,000) 03.41.200 Admin Fee............... .......................................... ($1000) TOTAL($4000) 02.19.161 COMPREHENSIVE PLAN AMEND AD FEE............$15,000) 03.41.200 COMPREHENSIVE PLAN ADMIN FEE..................($5,000) (Total$20,000) 02.19.161 ADMINISTRATIVE WAIVER AD FEE.......................($250) 03.41.200 ADMINISTRATIVE WAIV_.ER FEE............................_...($ 500) (Total$750) 02.19.161 PUD/MAJOR CHANGE LEGAL ADS($1,000) 03.41.200 PUD/MAJOR CHANGE ADMIN FEE($2,500) (Total $3500) 03.41.200 PUD MINOR CHANGE ADMIN FEE($1,000) 03.41.200 WAIVER-OF-PLAT APPLICATION($3,000) p �/ 4 d � TOTAL/- E:\Forms\Receipt forms\Receipt form UPDATED-REV 12-21-04.doc Part 1 City of South Miami PLANNING DEPARTMENT APPLICATION FEES DATE: w- 4 CHECK NO: 2 2 NAME: , A"J/✓� Q ADDRESS: ji ,MJ, 5 ""'ONE NO: - �j 03.41.300 ERPB HEARING FEES Ave. � /0 (Total) Applications for new construction in the RS and RT zoning districts Single unit ($500) All other applications for: New construction ($600);Renovation ($300); S; en s, walls, etc. ($150) For each additional appearance before the Boa ($.100 VARIANCE 02.19.161 Advertisement and Notice Fees ............................($1,000) 03.41.200 Admin Fee.......................................................($1000) (TOTAL$2000) EACH ADDITIONAL VARIANCE............................($750) SPECIAL USE/SPECIAL EXCEPTIONS 02.19.161 Advertisement and Notice Fees ............................($1,000) 03.41.200 Admin Fee.......................................................($1000) (TOTAL$2000) 02.19.161 REZONING APPLICATION (less than 10 acres).........($4000) 02.19.161 REZONING APPLICATION (more than 10 acres).....($13,500) LDC TEXT AMENDMENT I(General standards,misc. .provisions) 02.19.161 Advertisement and Notice Fees................................. ($1,000) 03.41.200 Admin Fee............... .......................................... ($1000) (TOTAL$2000) LDC TEXT AMENDMENT II(Change Permitted use Schedule) 02.19.161 Advertisement and Notice Fees................................. ($39000) 03.41.200 Admin Fee............... .......................................... ($1000) TOTAL($4000) 02.19.161 COMPREHENSIVE PLAN AMEND AD FEE............$15,000) 03.41.200 COMPREHENSIVE PLAN ADMIN FEE..................($5,000) (Total$20,000) 02.19.161 ADMINISTRATIVE WAIVER AD FEE.......................($250) 03.41.200 ADMINISTRATIVE WAIVER FEE...........................($ 500) (Total$750) 02.19.161 PUD/MAJOR CHANGE LEGAL ADS($1,000) 03.41.200 PUDIMAJOR CHANGE ADMIN FEE($29500) (Total $3500) 03.41.200 PUD MINOR CHANGE ADMIN FEE($1,000) 03.41.200 WAIVER-OF-PLAT APPLICATION($3,000) TOTAL WO ` E:\Forms\Receipt forms\Receipt form UPDATED-REV 12-21-04.doc ' Part"1 City of South Niami PLANNING DEPARTMENT APPLICATION FEES DATE: 7 CHECK NO: 12-4�Q NAME: ADDRESS: SL4_) 35 kgL)e- PHONE NO: ?0S 03.41.300 ERPB HEARING FEES 00 • (Total) Applications for new construction in the RS and RT zoning districts Single unit ($500) All other applications for: New construction($600);Renovation ($300).;—Signs, fences, walls, etc. ($150) For each additional appearance before the Board($100) VARIANCE 02.19.161 Advertisement and Notice Fees ............................($1,000) 03.41.200 Admin Fee.......................................................($1000) (TOTAL$2000) EACH ADDITIONAL VARIANCE............................($750) SPECIAL USE/SPECIAL EXCEPTIONS 02.19.161 Advertisement and Notice Fees ............................($1,000) 03.41.200 Admin Fee.......................................................($1000) (TOTAL$2000) 02.19.161 REZONING APPLICATION (less than 10 acres).........($4000) 02.19.161 REZONING APPLICATION (more than 10 acres).....($13,500) LDC TEXT AMENDMENT I(General standards,misc. .provisions) 02.19.161 Advertisement and Notice Fees................................. ($1,000) 03.41.200 Admin Fee............... .......................................... ($1000) (TOTAL$2000) LDC TEXT AMENDMENT II(Change Permitted use Schedule) 02.19.161 Advertisement and Notice Fees................................. ($3,000) 03.41.200 Admin Fee............... .......................................... ($1000) TOTAL($4000) 02.19.161 COMPREHENSIVE PLAN AMEND AD FEE............$15,000) 03.41.200 COMPREHENSIVE PLAN ADMIN FEE..................($5,000) (Total$20,000) 02.19.161 ADMINISTRATIVE WAIVER AD FEE.......................($250) 03.41.200 ADMINISTRATIVE WAIVER FEE...........................($ 500) (Total$750) 02.19.161 PUD/MAJOR CHANGE LEGAL ADS($1,000) 03.41.200 PUD/MAJOR CHANGE ADMIN FEE($2,500) (Total $3500) 03.41.200 PUD MINOR CHANGE ADMIN FEE($1,000) 03.41.200 WAIVER-OF-PLAT APPLICATION($3,000) TOTAL ` '7"0 y . E:\Forms\Receipt forms\Receipt form UPDATED-REV 12-21-04.doc r,_� 1 CITY OF SOUTH MIAMI Environmental Review & Preservation Board Regular Meeting Agenda Tuesday, April 5, 2005 City Commission Chambers 8:30 A.M. I. Call to Order ll. Pledge of Allegiance to the Flag III. Roll Call IV. Requests are as follows: F) ITEM: ERPB-05-032 A) ITEM: ERPB-05-027 Applicant: Art Sign Co. for: Applicant: Angel A. Barrios "M Cycle Location: 6067 SW 62nd Terrace Location: 7500 SW 61St Avenue South Miami, FL South Miami, FL Request: New Construction Request: Signage Installation B) ITEM: ERPB-05-028 G) ITEM: ERP13-05-009 Applicant: Sign-a-rama for: Applicant: Mr. Jeffrey J. Weiss "Cookies by design" Location: 7211 SW 62nd Ave. Location: 6200 South Dixie Highway. South Miami, FL South Miami, FL Request: New Construction Request: Signage Installation V. Approval of Minutes: C) ITEM: ERPB-05-029 A. ERPB minutes of Applicant: Tom Graboski Assoc. for: March 15 2005 "South Miami Hospital" meeting. Location: 6200 SW 72nd Street South Miami, FL B. ERPB minutes of Request: Signage Installation March 1, 2005 meeting. D) ITEM: ERPB-05-030 Applicant: Jose Gonzalez C. ERPB minutes of Location: 6706 SW 67th Ave. February 15, 2005 South Miami, FL meeting. Request: New Construction LCH E),ITEM: ERPB-05-031 K:\ERPB\ERPB Agendas\2005 AGENDAS\ERPB Applicant: Roberto M. Tarafa April 5,2005\ERPB-AGENDA April 5,2005.doc Location: 5821 SW 56th Terrace South Miami, FL Request: New Construction :s 04 E'OUT �f INCORPORATED 1927 CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING SUMMARY MINUTES Tuesday, April 5, 2005 8:30 AM I. CALL TO ORDER Action: Ms. Mark, Chairperson, called the meeting to order at 8:35 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL Action: Ms. Mark performed roll call. Board members present constituting a quorum: Ms. Mark, Mr. Balli, Mr. Jude, Mr. Trautman, Mr. Vitalini. Board members absent: Ms. Morales-Fernandez and Ms. Banks. City staff present: R. Don O'Donniley (Planning Director), Lourdes Cabrera-Hernandez (Planner), and Patricia E. Lauderman (ERPB Board Secretary). IV. REQUESTS 1) SIGNAGE INSTALLATION [ERPB-05-028] Applicant: Sign-a-rama for"Cookies by design" Location: 6220 South Dixie Highway Request: The applicant is requesting approval to install signage for the retail business by the name of "Cookies by design", located at the above referenced location. Applicant present: Luis Berthin Action: The Board, staff and applicant discussed the signage request. The proposed exterior permanent signage is located in the "GR" General Retail district. 4 u Motion: Mr. Jude moved for approval of the application with the following conditions: (1) sign is to be 3 feet by 6 feet maximum size and (2) provide approval letter from property owner. Mr. Balli seconded the motion. Vote: Approved 3 Opposed 0 Board member, Mr. Trautman entered the meeting 2) SIGNAGE INSTALLATION [ERPB-05-029] Applicant: South Miami Hospital Location: 6200 SW 73 Street Request: The applicant is requesting extension of approval of the existing PUD-H, for the installation of signage at the above referenced location. Applicant present: Tom Graboski, Keith Oliver Action: The proposed exterior signage received approval on January 22, 2003 (ERPB-02-070). At today's meeting, the Board, staff and applicant discussed the submitted complete and detailed package which consisted mostly of extensions of approval and simple revisions to the exterior signage for South Miami Medical Arts Building. Motion: Mr. Trautman motioned for approval of the application as presented. Mr. Balli seconded the motion. Vote: Approved 3 - Opposed 1 (Mr. Jude) 3) NEW CONSTRUCTION: Final [ERPB-05-027] Applicant: Angel Barrios Location: 6067 SW 62 Terrace Request: The applicant is requesting approval for the design of the proposed one-story residence. Applicant present: Angel Barrios Action: At today's meeting, the Board, staff, and applicant discussed the design of the proposed new residence. This property is zoned RS-4 "Single-Family Residence" and the use will be single- family. Motion: Mr. Jude moved for approval of the application as presented. Mr. Balli seconded the motion. Vote: Approved 4 Opposed 0 ERPB MINUTES 4-5-05 Page 2 of 5 Board member, Mr. Vitalini entered the meeting. 4) NEW CONSTRUCTION: Final [ERPB-05-030] Applicant: Jose Gonzalez Location: 6706 SW 67 Avenue Request: The applicant is requesting approval for the design of the proposed two-story residence. Applicant present: Jose Gonzalez Action: At today's meeting, the Board, staff, and applicant discussed the design of the proposed new residence. This property is zoned RS-1 "Estate Residential" and the use will be single-family. Motion: Mr. Trautman deferred the application with the following conditions: (1) applicant re- study (front elevation) the massive two-story entry and revise the type, size, and location of windows; (2) applicant considers changing the round ornamental windows on west elevation to a different type of window; (3) applicant needs to decide on a type of style (vocabulary) for the house and not a mix-snatch of styles (Modern/ Mediterranean). Mr. Jude seconded the motion. Vote: Deferred 5 Opposed 0 5) NEW CONSTRUCTION: Final [ERPB-05-031] Applicant: Roberto M. Tarafa Location: 5821 SW 56 Terrace Request: The applicant is requesting approval for the design of the proposed two-story residence. Applicant present: Jeovanni Tarafa Action: At today's meeting, the Board, staff, and applicant discussed the design of the proposed new residence. This property is zoned RS-3 "Low Density Residential" and the use will be single- family. Motion: Mr. Trautman deferred the application with the following conditions: (1) applicant reconsiders the placement of awning over the stairwell window; (2) need to re-calculate so that the encroachment on the setbacks are correct; (3) need to address the blind arcade and massing of residence; (4) applicant needs to re-study the entry and parapet. Mr. Balli seconded the motion. Vote: Deferred 5 Opposed 0 ERPB MINUTES 4-5-05 Page 3 of 5 6) SIGNAGE INSTALLATION [ERPB-05-032] Applicant: Mark Bennington for: "M Cycle Gym" Location: 7500 SW 61 Avenue Request: The applicant is requesting approval for signage after the fact for the retail business by the name of "M .Cycle Gym", located at the above referenced location. Applicant present: Mark Bennington Action: The Board, staff and applicant discussed the signage request. The proposed exterior signage is located in the "GR" General Retail district. Motion: Mr. Trautman moved for approval of the application as presented subject to the following condition: building permit will not be issued until signage facing US 1 is resolved. Mr. Balli seconded the motion. Vote: Approved 5 Opposed 0 Board member, Mr. Jude departed the meeting at the beginning of this item. 7) NEW CONSTRUCTION: Final [ERPB-05-009] Applicant: Mr. Jeffrey Weiss Location: 7211 SW 62 Avenue Request: The applicant is requesting final approval for the construction of a new office building to be located at the above referenced property. Applicants present: Charles Pawley, Nazy Given Action: At today's meeting, the Board, staff, and applicant discussed the revised design to a proposed mixed-use office/retail/residential building. The zoning classification is the Transit Oriented Development District (TODD MU-5), in which a mixed use is permitted by right. Motion: Mr. Balli granted preliminary approval with the following conditions: (1) submitted plan with revisions which includes the two-story notch should remain; (2) front fagade for the 1" five- six floors will be setback flush with the colonnade; (3) the change for the both corners, in terms of columns and beam structures will be setback in the same proportion as it was presented in the meeting, only starting on the 2nd floor allowing for the 1St floor to have a nicer, wider planter; (4) front entrance should be revised to have a clear covering to permit light to enter into the porch. Mr. Vitalini seconded the motion. Vote: Approved 4 Opposed 0 ERPB MINUTES 4-5-05 Page 4 of 5 V. APPROVAL OF MINUTES Minutes for regular meeting held on March 15, 2005. Action: The Board duly approved the minutes of March 15, 2005 as presented. Vote: Approved 4 Opposed 0 Minutes for regular meeting held on March 1, 2005. Action: The Board duly approved the minutes of March 1, 2005 as presented. Vote: Approved 4 Opposed 0 Minutes for regular meeting held on February 15, 2005. Action: The Board duly approved the minutes of February 15, 2005 as presented. Vote: Approved 4 Opposed 0 VI. REMARKS Ms. Mark opened the floor for the election of a new chair. Action: Selection of a new chairperson. Motion: Ms. Mark motioned to elect Mr. Trautman for the chair. Mr. Balli seconded the motion. Vote: Approved 3 Opposed 0 Abstained 1 (Mr. Trautman) VII. ADJOURNMENT Action: There being no further business before the Board, the meeting was adjourned at 11:05 A.M. An appeal of an ERPB decision or recoamnendation may be filed at any time before a building permit is issued by filing same with the city clerk upon a form prescribed therefore. Appeals may be taken by the applicant,interested citizens,or the city administration [per§ 20-6.2 (A)of the City's Land Development Code]. If you have any questions concerning this matter,please contact Lourdes Cabrera-Hernandez,of the Planning& Zoning Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6347. DOD/pel K:\ERPB\ERPB Minutes\2005 Minutes\ERPB MINS 4-5-05.doc ERPB MINUTES 4-5-05 Page 5 of 5 SOU7,* O 'fir U INCORPORATED _ 1927 O RjV A April 6, 2005 Attn: Nazy Given Charles H.Pawley Architect, P.A. 2990 SW 35 Avenue Miami,FL 33133 Dear Applicant: This letter is to confirm for the record that the request for final approval of: NEW CONSTRUCTION [ERPB-05-009] 7211 SW 62 Ave South Miami,FL The ERPB action for the meeting of Tuesday,April 5,2005 is the following: Granted preliminary approval with the following conditions: (1) submitted plan with revision which includes the two-story notch should remain; (2) front fagade for the 1"five-six floors will be setback flush with the colonnade; (3) the change for the both comers, in terms of columns and beam structures will be setback in the same proportion as it was presented in the meeting, only starting on the 2nd floor allowing for the 1St floor to have a nicer, wider planter; (4) front entrance should be revised to have a clear covering to permit light to enter into the porch. The next deadline date is Monday at noon, April 11, 2005, for the upcoming ERPB meeting of Tuesday, April 19, 2005. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at(305) 663-6347 at the Planning Department. Sincerely, Don O'Donniley, AICP Planning Director Planning Department An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing same with the city clerk upon a form prescribed therefore. Appeals may be taken by the applicant,interested citizens,. or the city administration [per § 20-6.2 (A) of the City's Land Development Code]. If you have any questions concerning this matter,please contact Lourdes Cabrera-Hernandez,of the Planning&Zoning Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6347. . DOD:pel CITY OF SOUTH MIAMI 4,A Excellence, Integrity, Inclusion 4,c, .ENVIRONMENTAL REVIEW& PRESERVATION BOARD To: Chair & Members, Environmental Date: April 5, 2005 Review & Preservation Board Tuesday 8:30 a.m. Via: Don O'Donniley ; ?D , Planning Director From: Lourdes 77brHernandez Re: ERPB-05-009 Planner Applicant: Mr. Jeffrey J. Weiss Location: 7211 SW 62nd avenue, So. Miami, FL Request: NEW CONSTRUCTION APPLICANT'S REQUEST: The applicant is requesting final approval for the construction of a new office building to be located at the above referenced property. Legal Description: Lots 8 thru 11, Block 1, "Revised Poinciana Park", according to the plat thereof, as recorded in plat book 41, at page 41, of the public records of Miami-Dade County, Florida. Background & STAFF ANALYSIS: At two ERPB meetings the proposed new construction has received.comments from the Board, refer to attached letters from March 15, and February 15, 2005 ERPB meeting. The applicant is proposing to build a mixed-use office/retail/residential building. The property has an area of 25,011 sf. or 0.574 acres. An existing two-story c.b.s. building will be demolished. The zoning classification is the Transit Oriented Development District (TODD MU- 5), in which a mixed use is permitted by right. The revised office building includes three office levels and six levels of parking, totaling nine stories and a 99'-8" in height to the top of the concrete slab at stair roof. Based on city attorney's interpretation, levels of parking are not calculated as stories but by building height. Pursuant to Section 20-8.3(D)(b) Permitted Heights: Todd (MU-5. Maximum height 100 feet. Refer to Sheet A-1 for proposed parking calculations and bonus credits. At this time the applicant is requesting final approval of the site and building design from the ERPB. Note: Signage not a part of this submittal. RECOMMENDATION: Board should consider if . the project's meets their architectural standards. In other words, has the applicant implemented the Boards comments and suggestions from the March 15, 2005 and February 15, 2005 ERPB meeting. Attachments: ERPB letter dated March 1_1 Z, 2005 and February 1-5, 2005, ERPB report dated February 15, 2005, Application (on file), Survey, Site Plan, Floor plan, Elevations, Landscaping & Irrigation Plan. A complete set of working drawings and a revised model. LCH K:\ERPB\ERPB Agendas\2005 AGENDAS\ERPB April 5,2005\ERPB 05-009RR.doc S0Ux�t Al y U • INCORPORATED 1927 L O Rio P March 17,2005 Attn: Nazy Given Charles H.Pawley Architect.,P.A. 2990 SW 35 Avenue Miami,FL 33133 Dear Applicant: This letter is to confirm for the record that the request for final approval of: NEW CONSTRUCTION [ERPB-05-009] 7211 SW 62 Ave South Miami,FL The ERPB action for the meeting of Tuesday,March 15,2005 is the following: Deferred the application as per Board's comments* : (1) overall massing of the building was not reduced; (2) architect needs to revise rear elevation by reducing the massing and eliminating the blank and long rear fagade; (3) architect re-study location of the plaza and make plaza able to relate to the public(private vs.public); (4)lacking site planning(5)architect addresses the proper size of arcade ,in relation to building; (6) architect incorporates arcade with no columns; (7) architect needs to revise 5 story blank fagade entry; (8) architect considers finding the best location for the one unit for the property manager(organization of spaces). *abstracted from tape by staff. The next deadline date is Monday at noon, March 28, 2005, for the upcoming ERPB meeting of Tuesday, April 5, 2005. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at(305) 663-6347 at the Planning Department. Sincerely, Don O'Donniley,AICP Planning Director Planning Department An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing same with the city clerk upon a form prescribed therefore. Appeals may be taken by the applicant,interested citizens, or the city administration [per § 20-6.2 (A) of the City's Land Development Code]. If you have any questions concerning this matter,please contact Lourdes Cabrera-Hemandez,of the Planning&Zoning Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6347. DOD:pel SOUTH+ t �4 ,fir • INCORPORATED ° 1927 LO �-j February 16, 2005 Attn: Nazy Given Charles H.Pawley Architect, P.A. 2990 SW 35 Avenue Miami, FL 33133 Dear Applicant: This letter is to confirm for the record that the request for final approval of: NEW CONSTRUCTION [ERPB-05-009] 7211 SW 62 Ave South Miami, FL The ERPB action for the meeting of Tuesday, February 15, 2005 is the following: Deferred the application with the following conditions: (1) submittal of a mass model; (2) architect incorporates articulation in front facade; (3) architect re-study the side wall of the building because blank wall is much too visible; (4) architect needs to incorporate on rear elevation more openings and make it less massive; (5) architect also should consider incorporating columns in arcade. The next deadline date is Monday at noon, February 21, 2005, for the upcoming ERPB meeting of Tuesday, March 1, 2005. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at(305) 663-6347 at the Planning Department. Sincerely, Don O'Donniley,AICP Planning Director Planning Department An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing same with the city clerk upon a form prescribed therefore. Appeals may be taken by the applicant,interested citizens, or the city administration [per § 20-6.2 (A) of the City's Land Development Code]. If you have any questions concerning this matter,please contact Lourdes Cabrera-Hernandez,of the Planning&Zoning Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6347. DOD:pel CITY OF SOUTH MIAMI Excellence, Integrity, Inclusion ENVIRONMENTAL REVIEW& PRESERVATION BOARD To: Chair & Members, Environmental Date: February 15, 2005 Review & Preservation Board Tuesday 8:30 a.m. Via: Don O'Donniley 40 Planning Director From: Lourdes Cabre a-Hernandez Re: ERPB-05-009 . Planner Approval Applicant: Mr. Jeffrey J. Weiss Location: 7211 SW 62nd avenue, So. Miami, FL Request:" NEW CONSTRUCTION APPLICANT'S REQUEST: The applicant is requesting final approval for the construction of a new office building to be located at the above referenced property. Legal Description: Lots 8 thru 11, Block 1, "Revised Poinciana Park", according to the plat thereof, as recorded in plat book 41, at page 41, of the public records of Miami-Dade County, Florida. STAFF ANALYSIS: The applicant is proposing to build a mixed-use office/retail/residential building. The property has an area of 25,011 sf. or 0.574 acres. An existing two-story c.b.s. building will be demolished. The zoning classification is the Transit Oriented Development District (TODD MU- 5), in which a mixed use is permitted by right. The building's character is in context with the surrounding architecture, as it contains elements that form part of the South Miami architectural character. These include a pedestrian friendly. walk space accessing the main entrance/lobby, pedestrian and vehicular circulation and site design. The design concept for the new office building includes a basement level and eight floor levels, totaling one hundred feet in height to the top of the concrete slab at stair roof. The intent of the TODD zoning district is to encourage pedestrian circulation and the west elevation fronting SW 62nd Ave indicates a clear front entrance and an arcade that stretches the-entire frontage. The vehicular traffic flow, ramp up and down, also accessible from SW 62nd Avenue. Refer to sheet A-12 for complete color and material finishes. ZONING SUMMARY OF PROJECT: (a) Zoning District: TODD(MU-5) Transit Oriented Development District (b) Use: Office/Retail/Residential (Permitted by right). J - 5773 SW 81 Street ERPB-05-014 presented on February 15, 2005 New Construction: Residential Page 2 of 2 (c) Total land area: 25,011 sf. (d) Total Building area proposed 58,418 sf (e) Building frontage: Full frontage - SW 62nd Avenue (f) Parking calculations: Office Space: 1 parking space per 250 square feet Retail Space: 1 parking space per 300 square feet Residential Space: 2 parking spaces per unit Refer to Sheet A-1 for proposed parking calculations and bonus credits. For example, four floors by right and four additional based on the bonuses. Pursuant to Section 20-8.3(D)(b) Permitted Heights: Todd (MU-5)- Two story minimum: 4 story maximum; up to eight stories with bonus. Maximum height 100 feet. At this time the applicant is requesting final approval of the site and building design from the ERPB. RECOMMENDATION: Final Approval, with the following conditions: 1.) Any comments and/or concerns from the Board; and 2.) Signage will be a separate application. Attachments: Application, Survey, Site Plan, Floor plan, Elevations, Landscaping & Irrigation Plan.:A complete set of working drawings. LCH K:\ERPB\ERPB Agendas\2005 AGENDAS\ERPB FEB. 15,2005\ERPB 05-009.doc CITY OF SOUTH MIAMI Environmental Review & Preservation Board Regular Meeting Agenda Tuesday, March 15, 2005 City Commission Chambers 8:30 A.M. I. Call to Order II. Pledge of Allegiance to the Flag III. Roll Call IV. -Requests are as follows: A) ITEM: ERPB-05-007 F) ITEM: ERPB-05-023 Applicant: Mr. Eduardo Llano Applicant: Noris Rojas for: Location: 7700.SW 57th Avenue "Jahset Beauty Salon" South Miami, FL Location: 6136 South Dixie Highway Request: Exterior Renovation South Miami, FL Request: Signage Installation B) ITEM: ERPB-05-019 Applicant: Juan Zubillaga G) ITEM: ERP13-05-025 Location: 5960 SW 78th Street Applicant: Mr. Jorge Peon South Miami, FL Location: 6091 SW 85th Street Request: New Construction South Miami, FL Request: Revision C) ITEM: ERPB-05-024 Applicant: Art Sign Co. for: H) ITEM: ERPB-05-026 "HSBC Applicant: Daniel Biendicho for: Location: 7300 SW 57th Court "Traffic" South Miami, FL Location: 5701 SW 72 Street, CO 16 Request: Signage Installation Shops at Sunset Place South Miami, FL D) ITEM: ERPB-05-009 Request: Signage Installation Applicant: Mr. Jeffrey J. Weiss Location: 7211 SW 62nd Ave. V. Approval of Minutes: South Miami, FL A. ERPB minutes of Request: New Construction March 1 , 2005 meeting. E) ITEM: ERPB-05-011 Applicant: Saul Signs Inc. for: B. ERPB minutes of "JTG Therapeutic Beds" February 15, 2005 Location: 6136 South Dixie Highway meeting. South Miami, FL Request: Signage Installation NCH K:\ERPB\ERPB Agendas\2005 AGENDAS\ERPB MARCH 15, 2005\ERPB- AGENDA march 15., 2005.doc SOUT '7 U " INCORPORATED 1927 ` 0 aAV CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING SUMMARY MINUTES Tuesday, March 15, 2005 8:30 AM I. CALL TO ORDER Action: Ms. Mark, Chairperson, called the meeting to order at 8:34 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL Action: Ms. Mark performed roll call. Board members present constituting a quorum: Ms. Mark, Mr. Balli, Mr. Trautman and Mr. Vitalini. Board members absent: Ms. Banks, Ms. Morales-Fernandez, and Mr. Jude. City staff present: R. Don O'Donniley (Planning Director), Lourdes Cabrera-Hernandez (Planner), and Patricia E. Laudennan (ERPB Board Secretary). IV. REQUESTS 1) EXTERIOR RENOVATION: [ERPB-05-007] Applicant: Eduardo Llano Location: 7700 SW 57 Avenue Request: The applicant is requesting final approval for the design of the exterior renovation to the existing two-story building. Applicant present: Eduardo Llano Action: At today's meeting, the Board, staff, and applicant discussed the revisions submitted for review. Motion: Mr. Vitalini moved for final approval with the following conditions: (1) that the west side of the mansard roof on the top facade be terminated at a hip roof, and (2) signage and colors Benjamin Moore HC39 and AC12 as presented to the Board. Mr. Balli seconded the motion. Vote: Approved 3 Opposed 1 (Mr. Trautman) 2)NEW CONSTRUCTION: Preliminary [ERPB-05-019] Applicant: Juan Zubillaga Location: 5960 SW 78 Street Request: The .applicant is requesting preliminary . approval for the design of the proposed two-story single-family residence. Applicant present: Juan Zubillaga Action: At today's meeting, the Board, staff, and applicant discussed the design of the proposed new residence. Motion: Mr. Trautman granted preliminary approval with the following conditions: (1) submittal of a landscaping, irrigation and grading plan; (2) architect study the articulation of the long band windows; and (3) architect re-study the railings in the back. Mr. Balli seconded the motion. Vote: Approved 4 Opposed 0 3) SIGNAGE INSTALLATION [ERPB-05-024] Applicant: Art Sign Co. for "HSBC" Location: 7300 SW 57 Court Request: The applicant is requesting approval for the signage on the north, south, east and west facade of the new building. located at the above referenced location. Applicant present: Representative from Art Sign Co. Action: . The Board, staff and applicant discussed the signage request which includes flat and directional signs. Motion: Mr. Vitalini deferred the application with the following conditions: provide approval letter from property owner; and (2) 30 inch maximum in height; and (3) directional sign not to exceed 5 square feet. Ms. Mark seconded the motion. Vote: Deferred 4 Opposed 0 ERPB MINUTES 3-15-05 Page 2 of 5 4)NEW CONSTRUCTION: Final [ERPB-05-009] Applicant: Mr. Jeffrey Weiss Location: 7211 SW 62 Avenue Request: The applicant is requesting final approval for the construction of a new office building to be located at the above referenced property. Applicants present: Charles Pawley, Nezy Given Action: At today's meeting, the Board, staff, and applicant discussed the design of a proposed mixed-use office/retail/residential building. Motion: Mr. Vitalini deferred the application as per Board's comments* : (1) overall massing of the building was not reduced; (2) architect needs to revise rear elevation by reducing the massing and eliminating the blank and long rear fagade; (3) architect re-study location of the plaza and make plaza able to relate to the public (private vs. public); (4) lacking site planning (5) architect addresses the proper size of arcade in relation to building; (6) architect incorporates arcade with no columns; (7) architect needs to revise 5 story blank fagade entry; (8) architect considers finding the best location for the one unit for the property manager (organization of spaces). Mr. Balli seconded the motion. * abstracted from tape by staff. Vote: Deferred 4 Opposed 0 NOTE: At this moment, 2 Board members departed the meeting; quorum was lost. The following items were administratively reviewed b staff. 5) SIGNAGE INSTALLATION [ERPB-05-023] Applicant: Noris Rojas for "Jahset Beauty Salon" Location: 6136 South Dixie Highway Request: The applicant is requesting approval to install signage, for the business by the name of "Jahset Beauty Salon", located at the above referenced location. Staffs Action: Approved the application with the following condition: not issue building permit until the property owner removes the non-conforming sign. ERPB MINUTES 3-15-05 Page 3 of 5 -r .y 6) SIGNAGE INSTALLATION [ERPB-05-011] Applicant: Saul Signs, Inc. Location: 6136 South Dixie Highway Request: The applicant is requesting approval for a new sign, located on the front of the property at the above referenced location. Staffs action: Approved the application with the following condition: not issue building permit until the property owner removes the non-conforming sign. 7) REVISION [ERPB-05-025] Applicant: Jorge Peon Location: 6091 SW 85 St. Request: The applicant is requesting approval for the revisions to the building design, for the above referenced location. Staffs action: Approved as presented. 8) SIGNAGE INSTALLATION [ERPB-05-026] Applicant: Daniel Biendicho for"Traffic" Location: 5701 SW 72 Street, C016 Request: The applicant is requesting approval to install signage for the retail business by the name of "Traffic," located at the above referenced location. Staffs action: Approved as presented. V. APPROVAL OF MINUTES Minutes of February 15, 2005 and March 1, 2005 were deferred until the next meeting. ERPB MINUTES 3-15-05 Page 4 of 5 i VI. REMARKS No remarks were said. VII. ADJOURNMENT Action: There being no further business, staff adjourned the meeting at 10:30 A.M. An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing same with the city clerk upon a form prescribed therefore. Appeals may be taken by the applicant, interested citizens,or the city administration[per§ 20-6.2(A)of the City's Land Development Code]. If you have any questions concerning this matter,please contact Lourdes Cabrera-Hemandez,of the Planning_& Zoning Department,between the homy of 5:00 AM and 5:00 PM,Monday through Friday,at 305.663.6347. DOD/pel K:\ERPB\ERPB Minutes\2005 Minutes\ERPB M1NS 3-15-05.doc ERPB MINUTES 3-15-05 Page 5 of 5 sov'r a. y INCORPORATED _ 1927 C 0 �YV A March 17,2005 Attn:Nazy Given Charles H.Pawley Architect,P.A. 2990 SW 35 Avenue Miami,FL 33133 Dear Applicant: This letter is to confirm for the record that the request for final approval of: NEW CONSTRUCTION [ERPB-05-009] 7211 SW 62 Ave South Miami,FL The ERPB action for the meeting of Tuesday,March 15,2005 is the following: Deferred the application as per Board's comments* : (1) overall massing of the building was not reduced; (2) architect needs to revise rear elevation by reducing the massing and eliminating the blank and long rear facade; (3) architect re-study location of the plaza and make plaza able to relate to the public(private vs.public); (4) lacking site planning(5)architect addresses the proper size of arcade in relation to building; (6) architect incorporates arcade with no columns; (7) architect needs to revise 5 story blank facade entry; (8) architect considers finding the best location for the one unit for the property manager(organization of spaces). * abstracted from tape by staff. The next deadline date is Monday at noon, March 28,2005, for the upcoming ERPB meeting of Tuesday, April 5, 2005. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at(305) 663-6347 at the Planning Department. Sincerely, r Don O'Donniley,AI Planning Director Planning Department An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing same with the city clerk upon a form prescribed therefore. Appeals may be taken by the applicant,interested citizens, or the city administration [per § 20-6.2 (A) of the City's Land Development Code]. If you have any questions concerning this matter,please contact Lourdes Cabrera-Hernandez,of the Planning&Zoning Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6347. DOD:pel 3/lS�n$ ER/'l3 CITY OF SOUTH MIAMI Excellence, Integrity, Inclusion ENVIRONMENTAL REVIEW& PRESERVATION BOARD To: Chair& Members, Environmental Date: March 15, 2005 Review & Preservation Board Tuesday 8:30 a.m. Via: Don O'Donniley -JQG'1 le Planning Director From: Lourdes Cabrera ernandez Re: ERPB-05-009 Planner Applicant: Mr. Jeffrey J. Weiss Location: 7211 SW 62nd avenue, So. Miami, FL Request: NEW CONSTRUCTION APPLICANT'S REQUEST: The applicant is requesting final approval for the construction of a new office building to be located at the above referenced property. Legal Description: Lots 8 thru 11, Block 1, "Revised Poinciana Park", according to the plat thereof, as recorded in plat book 41, at page 41, of the public records of Miami-Dade County, Florida. STAFF ANALYSIS:_ The applicant is proposing to build a mixed-use office/retail/residential building. The property has an area of 25,011 sf. or 0.574 acres. An existing two-story c.b.s. building will be demolished. The zoning classification is the Transit Oriented Development District (TODD MU- 5), in which a mixed use is permitted by right. The revised office building includes three office levels and six levels of parking, totaling nine stories and a 99'-8" in height to the top of the concrete slab at stair roof. Based on city attorney's interpretation, levels of parking are not calculated as stories but by building height. Pursuant to Section 20-8.3(D)(b) Permitted Heights: Todd (MU-5. Maximum height 100 feet. Refer to Sheet A-1 for proposed parking calculations and bonus credits. At this time the applicant is requesting final approval of the site and building design from the ERPB. Note: Signage not a part of this submittal. RECOMMENDATION: Board should consider if the project's meets their .architectural standards. In other- words, has. the applicant implemented--the Boards—comments--and suggestions from the February 15, 2005 ERPB meeting. Attachments: �(p ERPB letter dated February ,.12005, ERPB report dated February 15, 2005, Application (on file), Survey, Site Plan, Floor plan, Elevations, Landscaping & Irrigation Plan. A complete set of working drawings and a mass model. LCH K:\ERPB\ERPB Agendas\2005 AGENDAS\ERPB MARCH 15, 2005\ERPB 05-009R.doc sour o� k A q U IN co RATED 1927 C p �i0 P February 16, 2005 Attn: Nazy Given Charles H.Pawley Architect,P.A. 2990 SW 35 Avenue Miami,FL 33133 Dear Applicant: This letter is to confirm for the record that the request for final approval of: NEW CONSTRUCTION [ERPB-05-009] 7211 SW 62 Ave South Miami,FL The ERPB action for the meeting of Tuesday, February 15, 2005 is the following: Deferred the application with the following conditions: (1) submittal of a mass model; (2) architect incorporates articulation in front fagade; (3) architect re-study the side wall of the building because blank wall is much too visible; (4) architect needs to incorporate on rear elevation more openings and make it less massive; (5) architect also should consider incorporating columns in arcade. The next deadline date is Monday at noon, February 21, 2005, for the upcoming ERPB meeting of Tuesday, March 1, 2005. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at(305) 663-6347 at the Planning Department. Sincerely, Don O'Donniley,AICP Planning Director Planning Department An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing same with the city clerk upon a form prescribed therefore. Appeals may be taken by the applicant,interested citizens, or the city administration [per § 20-6.2 (A) of the City's Land Development Code). If you have any questions concerning this matter,please contact Lourdes Cabrera-Hernandez,of the Planning&Zoning Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6347. DOD:pel CITY OF SOUTH MIAMI Excellence, Integrity, Inclusion ENVIRONMENTAL REVIEW& PRESERVATION BOARD To: Chair& Members, Environmental Date: February 15, 2005 Review & Preservation Board Tuesday 8:30 a.m. Via: Don O'Donniley 40V Planning Director From: Lourdes Cabre,a-Hernandez Re: ERPB-05-009 Planner Approval Applicant: Mr. Jeffrey J. Weiss Location: 7211 SW 62nd avenue, So. Miami, FL Request: NEW CONSTRUCTION APPLICANT'S REQUEST: The applicant is requesting final approval for the construction of a new office building to be located at the above referenced property. Legal Description: Lots 8 thru 11, Block 1, "Revised Poinciana Park", according to the plat thereof, as recorded in plat book 41, at page 41, of the public records of Miami-Dade County, Florida. STAFF ANALYSIS: The applicant is proposing to build a mixed-use office/retail/residential building. The property has an area of 25,011 sf. or 0.574 acres. An existing two-story c.b.s. building will be demolished. The zoning classification is the Transit Oriented Development District (TODD MU- 5), in which a mixed use is permitted by right. The building's character is in context with the surrounding architecture, as it contains elements that form part of the South Miami architectural character. These include a pedestrian friendly walk space accessing the main entrance/lobby, pedestrian and vehicular circulation and site design. The design concept for the new office building includes a basement level and eight floor levels, totaling one hundred feet in height to the top of the concrete slab at stair roof. The intent of the TODD zoning district is to encourage pedestrian circulation and the west elevation fronting SW 62nd Ave indicates a clear front entrance and an arcade that stretches the entire frontage. The vehicular traffic flow, ramp up and down, also accessible from SW 62"d Avenue. Refer to sheet A-12 for complete color and material finishes. ZONING SUMMARY OF PROJECT: (a) Zoning District: TODD(MU-5) Transit Oriented Development District (b) Use: Office/Retail/Residential (Permitted by right). 5773 SW 81 Street ERPB-05-014 presented on February 15, 2005 New Construction: Residential Page 2 of 2 (c) Total land area: 25,011 sf. (d) Total Building area proposed 58,418 sf (e) Building frontage: Full frontage - SW 62nd Avenue (f) Parking calculations: Office Space: 1 parking space per 250 square feet Retail Space: 1 parking space per 300 square feet Residential Space: 2 parking spaces per unit Refer to Sheet A-1 for proposed parking calculations and bonus credits. For example, four floors by right and four additional based on the bonuses. Pursuant to Section 20-8.3(D)(b) Permitted Heights: Todd (MU-5)- Two story minimum: 4 story maximum; up to eight stories with bonus. Maximum height 100 feet. At this time the applicant is requesting final approval of the site and building design from the ERPB. RECOMMENDATION: Final Approval, with the following conditions: 1.) Any comments and/or concerns from the Board; and 2.) Signage will be a separate application. Attachments: Application, Survey, Site Plan, Floor plan, Elevations, Landscaping & Irrigation Plan. A complete set of working drawings. LCH K:\ERPB\ERPB Agendas\2005 AGENDAS\ERPB FEB. 15,2005\ERPB 05-009.doc . .x;. CITY OF SOUTH MIA d , MI PLANNING &ZONING DEPARTMENT NEW ENVIRONMENTAL REVIEW AND PRESERVATION BOARD APPLICATION STREET ADDRESS OF JOB: 7211 S.W. 62 Avenue SOUTH MIAMI,FL PROPERTY OWNER: Jeffrey J. Weiss TEL.NO. 561/994-9077 ADDRESS: 1900 N.W. Corporate Blvd. , Ste. 302—East Boca Raton FL 33431 STREET CITY STATE ZIP WHAT IS THE PRESENT USE OF THE PROPERTY? SINGLE-FAMILY RESIDENCE X BUSINESS OFFICE RETAIL STORE OTHER: APARTMENT OR TOWNHOUSE MEDICAL OFFICE AUTO REPAIR PLEASE,BRIEFLY SUMMARIZE THE WORK TO BE PERFORMED: New Office Building WHAT WILL THE TOTAL COST BE TO COMPLETE THIS PROJECT? 7,039,500.00 APPLICANT'S NAME: Jeffrey J. Weiss TEL NO. 561/994-9077 ADDRESS: 1900 N.W. CQrpQrate Blvd Ste 302—East Boca Raton FL 33431 STREET CITY STATE ZIP FAX NUMBER: 561/994-9565 AS THE APPLICANT,PLEASE,INDICATE YOUR RELATIONSHIP TO THIS PROJECT OWNER OF THE PROPERTY TENANT/LESSEE CONTRACTOR OTHER: OWNER OF THE BUSINESS ARCHITECT ENGINEER PLEASE,INDICATE CONTACT PERSON- B's decision will be mailed to the contact person indicated below) PROPERTY OWNER Attn. Nazy Given Charles H. Pawley Architect, P.A. APPLICANT 2990 S.W. 35 Avenue Miami, FL 33133 X OTHER(provide name and address) ph (305) 448-9989 fax (305) 448-8872 -L-iAS.E SIGN YOUR NAME ON THE LINE ABOVE. DATE CITY OF SOUTH MIAMI Environmental Review & Preservation Board Regular Meeting Agenda Tuesday, February 15, 2005 City Commission Chambers 8:30 A.M. I. Call to Order II. Pledge of Allegiance to the Flag Ill. Roll Call IV. Requests are as follows: A) ITEM: ERPB-05-009 F) ITEM: ERPB-05-014 Applicant: Mr. Jeffrey J. Weiss Applicant: Mr. David Johnson Location: 7211 SW 62nd Ave. Location: 5773 SW 81 st Street South Miami, FL South Miami, FL Request: New Construction Request: New Construction B) ITEM ERPB-05-010 G) ITEM: ERPB-05-015 Applicant: Art Sign Co. for: Applicant: Mrs. M. Chael "Pinkies Nail Spa" Location: 5750 SW 72nd Street Shops at Sunset Place South Miami, FL Location: 5701 SW 72nd Street Request: Exterior Renovation South Miami, FL Request: Signage Installation H) ITEM: ERPB-05-016 Applicant: Waterhouse Construction C) ITEM: ERPB-05-011 Location: 5891 SW 84th Street Applicant: Saul Signs Inc. for: South Miami, FL "JTG Therapeutic Beds" Request: New Const.: Location: 6136 South Dixie Highway REVISION South Miami, FL Request: Signage Installation V. Approval of Minutes: D) ITEM: ERPB-05-012 A. ERPB minutes of Applicant: Jorge Nuche for: February 1, 2005 meeting. "Gables Edge Subdivision" Location: 5740 SW 59th Court South Miami, FL LCH Request: New Construction K:\ERPB\ERPB Agendas\2005 AGENDAS\ERPB FEB. 15, 2005\ERPB- E) ITEM: ERPB-05-013 AGENDA february 15, 2005.doc Applicant: Mr. David Hill & Location: 6400 South Dixie Highway South Miami, FL Request: New Construction Soul, rl Al � U ^" INCORPORATED 1927 p.. CORtO CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING SUMMARY MINUTES Tuesday, February 15, 2005 8:30 AM I. CALL TO ORDER Action: Ms. Mark, Chairperson, called the meeting to order at 8:33 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL Action: Ms. Mark performed roll call. Board members present constituting a quorum: Ms. Mark, and Mr. Balli, Mr. Jude, Mr. Vitalini, Board members absent: Ms. Banks, Ms. Morales-Fernandez, and Mr. Trautman. City staff present: R. Don O'Donniley (Planning Director), Lourdes Cabrera-Hernandez (Planner), and,Patricia E. Lauderman (ERPB Board Secretary). IV. REQUESTS 1)NEW CONSTRUCTION: Final [ERPB-05-009] Applicant: Mr. Jeffrey Weiss Location: 7211 SW 62 Avenue Request: The applicant is requesting final approval for the construction of a new office building to be located at the above referenced property. Applicants present: Charles Pawley, Nezy Given Action: At today's meeting, the Board, staff, and applicant discussed the design of a proposed mixed-use office/retail/residential building. The zoning classification is the Transit Oriented Development District (TODD MU-5), in which a mixed use is permitted by right. Motion: Mr. Balli moved for deferral of the application with the following conditions: (1) submittal of a mass model; (2) architect incorporates articulation in front fagade; (3) architect restudy the side wall of the building because blank wall is much too visible; (4) architect needs to incorporate on rear elevation more openings and make it less massive; (5) architect also should consider incorporating columns in arcade. Mr. Vitalini seconded the motion. Vote: Deferred 4 Opposed 0 2) SIGNAGE INSTALLATION [ERPB-05-010] - - Applicant: Art Sign Co. for"Pinkies Nail Spa" Location: 5701 SW 72 Street Request: The applicant is requesting approval to install signage for the retail business by the name of"Pinkies Nail Spa", located at the above referenced location. Applicant present: Action: The Board, staff and applicant discussed the signage request. The sign is to be located on an angled fagade of the building, visible from Red Road (SW 57 Ave). The color concept is black lettering with hot pink neon borders. Motion: Mr. Vitalini moved for approval subject to the following conditions: (1) the sign is reduced to 12 feet in length; and (2) the height of the uppercase letters are to be 20" maximum height. Mr. Balli seconded the motion. Vote: Approved 4 Opposed 0 3) NEW CONSTRUCTION: Final [ERPB-05-012] Applicant: Jorge Nuche Location: 5740 SW 59 Court Request: The applicant is requesting final approval for the design of the proposed two-story single-family residence. Applicant present: Jorge Nuche Action: At today's meeting, the Board, staff, and applicant discussed the design of the proposed new residence. The building design received final approval from ERPB on April 2004. The plans should have been submitted for building permit within the six-month timeframe and were not. Therefore, the approval has expired. At this time, the same.design plans have been resubmitted for final approval. Motion: Mr. Jude moved to approve the application as presented. Mr. Balli seconded the motion. Vote: Approved 4 Opposed 0 ERPB MINUTES 2-15-05 Page 2 of 5 Board member Mr. Jude departed the meeting early. 4)NEW CONSTRUCTION: Preliminary [ERPB-05-013] Applicant: Mr. David Hill Location: 6400 South Dixie Highway Request: The applicant is requesting preliminary approval for the construction of a new building to be located at the above referenced location. Applicant present: Alex Sturman Action: The Board, staff and applicant discussed the request. The applicant is proposing to build a new one-story building. The irregular property has an area of 30,795 square feet. The zoning classification is the General Retail (GR), in which a bank and retail stores are permitted by right. Motion: Mr. Balli granted preliminary approval of the application with the following conditions: (1) applicant considers signage for the building; and (2) continue the same- treatment of the building's front to the sides to enhance the corners. Mr. Vitalini seconded the motion. Vote: Approved 3 Opposed 0 5)NEW CONSTRUCTION: Final [ERPB-05-014] Applicant: Mr. David Johnson Location: 5773 SW 81 Street Request: The applicant is requesting final approval for the design of the proposed two-story single-family residence. Applicant present: David Johnson Action: The Board, staff, and applicant discussed the request for the design of the new residence. This property is zoned RS-3 "Low Density Residential" and the use will be single-family. Motion: Mr. Balli moved for final approval of the application with the following conditions: (1) architect adds a window by the staircase (front elevation); and (2) applicant will provide a performance bond. Mr. Vitalini seconded the motion. Note: Board recommended removal of ficus-trees. -- Vote: Approved 3 Opposed 0 ERPB MINUTES 2-15-05 Page 3 of 5 xF 6) EXTERIOR RENOVATION: [ERPB-05-015] Applicant: Ms. Chael Location: 5750 SW 72 Street Request: The applicant is requesting final approval for the renovation to the site plan design, for the above referenced location. Applicant present: Maric6 Chael Action: The Board, staff, and applicant discussed the request. The zoning district is zoned RS- "Specialty Retail" Hometown zoning district. The site is located north of SW 74 Street and between SW 57 Court and SW 58 Avenue. Motion: Mr. Vitalini moved for approval of the application with the following condition recommended by staff. remove the words "outdoor lounge" to read "gathering space" and remove the graphically drawn tables. Mr. Balli seconded the motion. Vote: Approved 3 Opposed 0 7) SIGNAGE INSTALLATION [ERPB-05-011] Applicant: Saul Signs, Inc. Location: 6136 South Dixie Highway Request: The applicant is requesting approval for a change of copy on an existing detached sign, located on the front of the property at the above referenced location. Applicant present: Juan Rangel Action: The Board, staff and applicant discussed the signage request. The proposed exterior signage is located in the "GR" General Retail district. Motion: Mr. Balli motioned to deny the application but Board made a recommendation that a landscape sign can be used as an alternative. Mr. Vitalini seconded the motion. Vote: Denied 3 Opposed 0 8) NEW CONSTRUCTION: Revision [ERPB-05-016] Applicant: Waterhouse Construction Location: 5891 SW 84 St. Request: The applicant is requesting approval for the revisions to the building design, for the above referenced location. Applicant present: Applicant not present. Action: The Board and staff discussed the request. The building design received final approval from the ERPB. At this time, the applicant submitted to staff revised plans with new revisions. ERPB MINUTES 2-15-05 Page 4 of 5 k Motion: Mr. Balli moved for deferral of the application with the following conditions: (1) that applicant is present at the next meeting; and (2) the second floor can not exceed 60% of the first floor. (If the balcony on second floor is covered it needs to be included in the 60% calculation). Mr. Vitalini seconded the motion. Vote: Deferred 3 Opposed 0 9)NEW CONSTRUCTION: Revision [ERPB-05-017] Applicant: Mr. Badell Location: 7231 SW 64 Court Request: The applicant is requesting approval of exterior paint color, for the above referenced location. Applicant present: Mr. Eduardo Badell Action: The Board, staff, and applicant discussed the request for exterior paint color for residence. Motion: Mr. Balli motioned for approval of the exterior paint color (SW6073). Ms. Mark seconded the motion. Vote: Approved 3 Opposed 0 V. APPROVAL OF MINUTES Minutes for regular meeting held on February 1, 2005. Action: The Board duly approved the minutes of February 1, 2005 as amended. Vote: Approved 3 Opposed 0 VI. REMARKS No remarks were said. VII. ADJOURNMENT Action: There being no further business before the Board, the meeting was adjourned at 10:05 A.M. An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing same with the city clerk upon a form prescribed therefore. Appeals may be taken by the applicant, interested citizens,or the city administration [per§ 20-6.2(A)of the City's Land Development Code]. If you have any questions concerning this matter,please contact Lourdes Cabrera-Hernandez,of the Planning& Zoning Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6347. DOD/pel K:\ERPB\ERPB Minutes\2005 Minutes\ERPB MINS 2-15-05.doc ERPB MINUTES 2-15-05 Page 5 of 5 Sourb • INCORPORATED 1927 A � ORVo February 16, 2005 Attn: Nazy Given Charles H. Pawley Architect , P.A. 2990 SW 35 Avenue Miami,FL 33133 Dear Applicant: This letter is to confirm for the record that the request for final approval of: NEW CONSTRUCTION [ERPB-05-009] 7211 SW 62 Ave South Miami, FL The ERPB action for the meeting of Tuesday,February 15,2005 is the following: Deferred the application with the following conditions: (1) submittal of a mass model; (2) architect incorporates articulation in front fagade; (3) architect re-study the side wall of the building because blank wall is much too visible; (4) architect needs to incorporate on rear elevation more openings and make it less massive; (5) architect also should consider incorporating columns in arcade. The next deadline date is Monday at noon, February 21, 2005, for the upcoming ERPB meeting of Tuesday, March 1, 2005. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at(305) 663-6347 at the Planning Department. Sincerely, twv D` . Don O'Donniley,AICP Planning Director Planning Department An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing same with the city clerk upon_a form prescribed-therefore. Appeals-may be taken by the applicant,interested citizens, or the city administration [per § 20-6.2 (A) of the City's Land Development Code]. If you have any questions concerning this matter,please contact Lourdes Cabrera-Hernandez,of the Planning&Zoning Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6347. DOD:pel CITY OF SOUTH MIAMI Excellence, Integrity, Inclusion ENVIRONMENTAL REVIEW& PRESERVATION BOARD To: Chair& Members, Environmental Date: February 15, 2005 Review & Preservation Board Tuesday 8:30 a.m. Via: Don O'Donniley 4ole Planning Director From: Lourdes Cabre a-Hernandez Re: ERPB-05-009 . Planner Approval Applicant: Mr. Jeffrey J. Weiss Location: 7211 SW 62nd avenue, So. Miami, FL Request: NEW CONSTRUCTION APPLICANT'S REQUEST: The applicant is requesting final approval for the construction of a new office building to be located at the above referenced property. Legal Description: Lots 8 thru 11, Block 1, "Revised Poinciana Park", according to the plat thereof, as recorded in plat book 41, at page 41, of the public records of Miami-Dade County, Florida. STAFF ANALYSIS: The applicant is proposing to build a mixed-use office/retail/residential building. The property has an area of 25,011 sf. or 0.574 acres. An existing two-story c.b.s. building will be demolished. The zoning classification is the Transit Oriented Development District (TODD MU- 5), in which a mixed use is permitted by right. The building's character is in context with the surrounding architecture, as it contains elements that form part of the South Miami architectural character. These include a pedestrian friendly walk space accessing the main entrance/lobby, pedestrian and vehicular circulation and site design. The design concept for the new office building includes a basement level and eight floor levels, totaling one hundred feet in height to the top of the concrete slab at stair roof. The intent of the TODD zoning district is to encourage pedestrian circulation and the west elevation fronting SW_ 62nd Ave indicates a clear front entrance and an arcade that-stretches the entire frontage. The-- vehicular traffic flow, ramp up and down, also accessible from SW 62nd Avenue. Refer to sheet A-12 for complete color and material finishes. ZONING SUMMARY OF PROJECT: (a) Zoning District: TODD(MU-5) Transit Oriented Development District (b) Use: Office/Retail/Residential (Permitted by right). P1WEw SW 81 Street B-05-014 presented on February 15, 2005 Construction: Residential Page 2 of 2 (c) Total land area: 25,011 sf. (d) Total Building area proposed 58,418 sf (e) Building frontage: Full frontage - SW 62nd Avenue (f) Parking calculations: Office Space: 1 parking space per 250 square feet Retail Space: 1 parking space per 300 square feet Residential Space: 2 parking spaces per unit Refer to Sheet A-1 for proposed parking calculations and bonus credits. For example, four floors by right and four additional based on the bonuses. Pursuant to Section 20-8.3(D)(b) Permitted Heights: Todd (MU-5)- Two story minimum: 4 story maximum; up to eight stories with bonus. Maximum height 100 feet. At this time the applicant is requesting final approval of the site and building design from the ERPB. RECOMMENDATION: Final Approval, with the following conditions: 1.) Any comments and/or concerns from the Board; and 2.) Signage will be a separate application. Attachments: _ Application, Survey, Site Plan, Floor plan, Elevations, Landscaping & Irrigation Plan. A complete set of working drawings. LCH K:\ERPB\ERPB Agendas\2005 AGENDAS\ERPB FEB. 15,2005\ERPB 05-009.doc . '�rslosERP.o CITY OF SOUTH MIAMI M PLANNING &ZONING DEPARTMENT ENVIRONMENTAL REVIEW AND PRESERVATION BOARD APPLICATION —015- 00 'S�� STREET ADDRESS OF JOB: 7211 S.W. 62 Avenue SOUTH MIAMI,FL PROPERTY OWNER: Jeffrey J. Weiss TEL.NO. 561/994-9077 ADDRESS: 1900 N.W. Corporate Blvd. , Ste. 302-East Boca Raton FL 33431 STREET CITY STATE ZIP - WHAT IS THE PRESENT USE OF THE PROPERTY? SINGLE-FAMILY RESIDENCE X BUSINESS OFFICE RETAIL STORE OTHER: APARTMENT OR TOWNHOUSE MEDICAL OFFICE AUTO REPAIR PLEASE,BRIEFLY SUMMARIZE THE WORK TO BE PERFORMED: New Office Building WHAT WILL THE TOTAL COST BE TO COMPLETE THIS PROJECT? 7,039,500.00 APPLICANT'S NAME. Jeffrey J. Weiss TEL NO. 561/994-9077 ADDRESS: 1900 N.W. Cor=ate Blvd. , Ste. 302-East Boca Raton FL 33431 STREET CITY STATE ZIP FAX NUMBER: 561/994-9565 AS THE APPLICANT,PLEASE,INDICATE YOUR RELATIONSHIP TO THIS PROJECT OWNER OF THE PROPERTY TENANT/LESSEE CONTRACTOR OTHER: OWNER OF THE BUSINESS- ARCHITECT ENGINEER PLEASE,INDICATE CONTACT PERSON ERPB's decision will be mailed to the contact erson indicated below): PROPERTY OWNER Attn. Nazy Given Charles H. Pawley Architect, P.A. APPLICANT 2990 S.W. 35 Avenue Miami, FL 33133 X OTHER(provide name and address) 4 ph (305) 448-9989 fax (305) 448-8872 SE SIGN YOUR NAME ON THE LINE ABOVE DATE , NEW OFFICE BUILDING FOR JEFFREY J. WEISS 7211 S.W.62nd AVE. SOUTH MIAMI,FLORIDA (305) 448-9989 ' INDEX OF DRAWINGS ARCHITECTURAL COV INDEX OF DRAWINGS AND CONSULTANT& i EXISTING SURVEY,DEMOLITION PLAN,AND NOIRE -.-_-.....-. .--------------- --------------------- Al A! SITE PLAN AND NOTES A! BASEMENT LEVEL PLAN AND NOTES AA GROUND LEVEL PLAN AND NOTES Ad SECOND LEVEL PLAN ANNOTES Ae T�DILEVEL PLAN AND 019i8 iLLLLLLLLLALLLLIJ A9 POTIHTH LEVBL PLAN AND NOTFA AA FIFTH LEVEL PLAN AND NOTES AD SIXTH LEVEL PLAN AND NOTES AID SIXTH FLOOR PLAN AND NOTES A.17 SEVENTH&EIOHTH FLOOR PLAN AND NOTES IE A.IX HOOF PLAN AND NOTES A18 EXTERIOR BUILDING ELEVATION AND NOTES A.0 EXTERIORBUHLINCELEVATiONANDNO7B8 A.18 EXTERIOR BUU.DINGELEVATIONANDNOM A.16 EXTERIOR BUIIDING ELEVATION AND NOTES A.17 BUTIDINGSECTION"M• A.18 BUB.DINO SECTION-BB" ASS RUHMINORF.CPIONVr AtO BUD.DINGSECITONTD' ARl BUMMING SECTION-Er A.88 TYPICAL EXTERIOR WALL SECTIONS A'&'W AAR TYPICAL 9MRIORWAILI.NRCTIONT7 A!A BTAIRSHCTIONS A!R STAIROI SECTION A!R STAIR e1 SECTION l Al 7 NTAIROI HE AJO STAIROISECTiON '+ E A!9 TOILET ROOM PLAN A ELEVATIONS(Smm EIGHT FLOORS) A.BO TOMET ROOM PLAN&ELEVATIONS(GROUND FIAORBETAU4 Nl TYPICAL WALL DETAILS&NOTES AAA TYPICAL ROOF DETAILS&NOTER STRUCTURAL. � � S.1 FOUNDATION k RABEMBNT PLOOH ERASING PLAN B! GROI1NI/FAME FRAMINGTTAN '�- -(?i"v''W-t!Ai.-i':f!„.;,;:.. +rf�+,g'.'1�.F1"..nI.-i.7 1,.-v O. --f',(f M1 4 t RI'ro1T'f�.1 Y,��;r?'�-.,.' -tA:�'-i1'n•'v 1 i 1!t!. --f:'-,w Mi V Yt dri.p X�i,:e: ,r r:T�r++ir�^��,f, i.I.j.l,^nY,°(-?Y';f�!: -ryf.'(1t ry I.5"i-r'l V.r.v,'..1 f+.. HIRA TT �T MAN O O O O � O O O O &1 TD FOURTH P1 OB FRAMING P AN __ FR . - tl SIXTH T'O EIC FLOOR FRAMING PLAN 8 9 ROOF FRAMING PLAN WT SCNEU 9T &RECGNR REINFORCING DETAILS lSECTIONS 818 REINFORCING DRTAHA&BECONS 511 FILE CAP DETAILS 919 FFAnORRFTG &GETAnA &18 NOTES k DETAILS MECHANICAL M.t RAREM 1-M L M! FIADOR MECHNNICAL PLAN M! RECO", FAOR-MRCNANEAIPAN MA BA FOURTH F O MECHAANIC LPPNAN Fn_m' �' O MFTH MECHANICAL O O -++v, M.'! RTXTR F RUEIGRTG0R-MRI:RAMCALPI.AN .++"YY W HOOF-MECHANICAL PLAN M.O SC®ULES,DETAIIS&SRCIION, R•')� .YY'!+-:YN-I! ;+r, M.10 RCttR.OU1.PA,DRTAnA&RF.C14OSS M.11 8C®VL88,DETAILS k 8HC1TON8 �- M.1S SC®ULFS,DETXM8&8ECTTONtl DETAILS&NOPP.9 .......... PLUMBING ... PP BASEMENT LEVEL-PLUMBING PLAN :.I P! GROUND FT O0R-W.UMRWG M AN ........ ....... P! RELCON-IIFLOGR-PLUMIUNGRAN ............. PA TIURDF.00R-PLUMBiNOPLAN FOURTH FLOOR PLUMBING PLAN -F.IIAIBINC PLAN P.7 BIB THRD EICHT FI.00H FIRE PROTECTION FP.1 EASEMENT LBVEL-FEE PROTECRUN PLAN F'! GROUND FLOOR-FIRE PROTECTION PLAN PP! SECONDF.UOB-FIRE PROTECIIONPLAN S T R E E T E . L E V A T I N FP! THIRD FLAGR-FIRE PROTECTION FLAN FP! FOURTH FLUOR-FIRE PROTECTION PLAN PP.O FIFTH FLOOR-FIRE PROTECTION PUN PP.7 SIX TIGHT EIGHT FLOOR-FIRE PROTECTION PLAN PP.A ROOF-FIRE PROTECTIONPLAN FPA DETAILS&NTH'FA TT,��' �iti -v ELECTRICAL - F..1 M9F.MF.NT I.RVF.I.-P.I.F.CTRTEAI.TTAN+ 4 •%<"•'F�'+�" • E! GROUND FLOOR-ELECTRICAL PIANO W•A FL! SECOND FLOOR-disc ICAL PLAN EA THIRD FLOOR-ELECTRICAL PLAN E! FOURTH FAOB-ELECTflICAL PLAN EA FP1R1 PLOOII BLECTAIGAL PLAN �. „yr.,.l+'�. E.7 SIX THRU EIGHT FAKIR-ELECTRICAL FLAN E! HOOF-ELECTRICAL PAW E.0 "XCTRIE.ALRCDFDIR,F8 ... R&TN E10 F.RCIPALNFREDUf. N Ell ELECTRICAL SCHEDULES&NOTES E18 R.RCTCALDRTAHA&NODS& `A V 4�• � !l L t i'LL r A,f-.1� .. a, E.18 ELECTRICAL tlCBEDTILEB,DETA7IA&,NOTES' CONSULTANTS DATES &REVISIONS CIVIL t) C.1 PAVING,GRADING k DHNNAGQPLANT F i • -' C! PAVING k DRAINAGE DETARS PLAN I 1 , wy CA UTILITY FAN A•.✓ A- . LANDSCAPING 1•: S,� f4 . +1- I3L *'';£�• STRUCTURAL EI.ECTRICAL/MECHANICAIJPLUMB PERMIT&BID SET L! LANDSCAPE SITE PLAN ING CIVIL LANDSCAPE 1.4 lanmATIGNSITE MAN ZVONIMIR T.BELFRANIN,P.E. GUERRERO/GONZAI Z ZAMORA&ASSOCIATES,INC. GEOMANTIC DESIGNS,INC. AND E.R.P.B.SUBMITTAL CONSULTING STRUCTURAL ENGINEER ENGINEERING,INC. Jerry Zamora,P.E. ROBERT PARSLEY,A9LLA. 01-28-05 P.E.«88074 Michael C.Guerrero,P.E. Civil Engineer �99i3,W.91etEtreet PJB ASSOCIATE �SPeAt 4888 S.W. r 74th Court Machonical Eng.Lic.016286 ED«0006791 Miami,Florida 88148 Miami,Florida 8A1d6 Rafael L GTmwlea,P.E. PE«44207 TeL(806)886-9888 REVISED Tel.(906)889-0466 Electrical Ed LLC.011067 11410,North Flar Randall l)r1ve,finite«302 E.R.P.B.SUBMITTAL ARCHITECT 4800 SW 78rd Avenue,Saito 0107& Mfemf,Florida 88178 Miami,Florida 88166 TeL(806)878-7801 02-28-05 TeL(306)28 28944 2990 SW 35TH AVENUE MIAMI,FL. 33133 AA#0003085 (305) 448-0710 REVISION REVISED GENERAL NOTES LEGAL DESCRIPTION E.RP.R SUBMITTAL .... 02.889006 LOTS 8 THRU 11,BLACK 1,"REVISED y I: POINCIANA PARR",ACCORDING TO THE t `' i. ALA DOCUMENTS A201. 'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. 20. CONTINUED PLAT THEREOp,A6 RECORDEDIN PLAT .- " LATEST EDITION, SHALL GOVERN ALL WORK UNDER THIS CONTRACT AND SHALL APPLY BOOR 41,AT PAGE 41,OF THE PUBLIC p: TO ALL TRADES AND IS HEREBY INCORPORATED INTO THESE DOCUMENTS. B. ALL ABOVE UTILITIES SHALL COMPLY WITH F.B.C.AND ALL APPLICABLE f .i1� LOCAL CODES. RECORDS OF MIAMI-DARE COUNTY, ..... ......... - ... ... FLORIDA. '�` 4,___._. ...:,....... 2. A ALL WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL CODES,THE LATEST C. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES, OVERHEAD - y EDITION OF THE FLORIDA BUILDING CODE(HEREIN ALSO REFERRED TO AS F.B.C.), AND UNDERGROUND,PRIOR TO CONSTRUCTION AND COORDINATE WITH N: Y.t.-oyyL :� is AND UPDATED LOCAL ZONING ORDINANCES. ARCHITECT/OWNER PRIOR TO START OF WORK. 1 ' S. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS p, ._Y1 G "�:- D. ELECTRICAL POWER,TELEPHONE.WATER AND GAS SHALL BE RUN UNDERGROUND. - � .:.. . 9✓w, AND NOTIFY THE ARCHITECT OF ALL DISCREPANCIES OR NEEDED INTERPRETATIONS tw e.:> - PRIOR TO COMMENCING CONSTRUCTION. ALL TO BE VERIFIED WITH ARCHITECT/OWNER. THE CONTRACTOR SHALL COORDINATE 3-w�P '�•.•••r�• ¢:x. `x y - °i p .:,�>n•,uec yro TIE-INS AND SERVICE WITH UTILITY COMPANIES PRIOR TO START OF WORK. C. IF AN EXISTING CONDITION OF THE PROJECT IS BEING BLOCKED BY THE NEW LOCATION MAP (N.T.S.) ''""".. ""-"`� '-" "� - ... .......... gas;' n ac. st t, FAP� e.., L CONSTRUCTION AND IT IS NOT SHOWN ON THE DRAWINGS.CONTRACTOR TO 21. ALL PREMANUFACTURED ITEMS SUCH AS RAILINGS, SKYLIGHTS, EXTERIOR WINDOWS AND ® -�"73t r..s*G+ s fs ut c,..:» wl "- "` w--'^""^^`?' '='='7y`•^°�:,.` """"s.�y.^-^....�.`.t_<,; Y' �i"*%+,t ,Y f;u 3, F .................... DOORS,BUT NOT LIMITED TO THESE,SHALL BE UNDER A SEPARATE PERMIT. GENERAL :;sr�.��'.:,: 2� .4 RECEIVE APPROVAL FROM THE ARCHITECT 70 PROCEED W/CONSTRUCTION PRIOR _ / ft �'; F^f +•x r_.-" s 1' coc - Y \a � b,.?'C CONTRACTORS,AND ANY SUBCONTRACTOR PROVIDING THE ABOVE ITEMS SHALL PROVIDE _ ,{ TO THE START OF CONSTRUCTION. SIGNED AND SEALED CALCULATIONS AND SHOP DRAWINGS. ALL SUBMISSIONS SHALL BE _ F R ♦ `. ACCORDING TO N.F.PA. 101 AND LATEST F.B.C. FOR E APPROVAL PRIOR TO 3. OMISSIONS FROM DRAWINGS AND/OR MISDESCRIPTION OF DETAILS OF WORK WHICH ARE / I p MANIFESTLY NECESSARY TO CARRY OUT INTENT OF DRAWINGS OR ARE CUSTOMARILY FABRICATION AND ORDERING. ALL MANUFACTURED ITEMS SHALL SHALL MEET HIGH A PERFORMED SHALL NOT RELIEVE CONTRACTOR FROM PERFORMING SUCH OMITTED OR VELOCITY HURRICAN ZONE(WHIZ) PRIOR TO ORDERING AND WORK,TYPICAL 3 4 \ MISDESCRIBEO DETAILS OR WORK, BUT SHALL BE PERFORMED AS IF FULLY AND THROUGHOUT PROJECT. aw.'y"4 aT '" 1 A': '� \ Tr 1 .�,e ♦ �'N ( ♦c �I CORRECTLY SET FORTH AND DESCRIBED IN DRAWINGS USING MOST APPROPRIATE 3 _`g \ .:\♦ \ '< l; 1 :. WITH FINAL APPROVAL ISSUED BY ARCHITECT TO ALLEVIATE CONFLICTS OF 22. TYPICAL THROUGHOUT PROJECT: WHERE SLOPE IS INDICATED WITH AN ARROW, I. ♦1'>'^` �L az 4:%jy; '• c; L y' .;: f a!w ►� METHOD. /. ss .eie;\ ♦ \ \ & SCHEDULING, DRAWINGS,DETAILS,AND/OR SPECIFICATIONS&CONSTRUCTION COSTS. CONTRACTOR TO PROVIDE 7/4'PER FT. MIN.SLOPE OR AS NOTED. il, / r. ♦ ♦ x 3 4: .'[yp>1",dr r� r' (' C VI 4. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY 23. ALA DOCUMENTS A201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, MECHANICS SKILLED IN THEIR RESPECTIVE TRADES. LATEST EDITION, "SHALL GOVERN ALL WORK UNDER THIS CONTRACT AND SHALL APPLY I P/ \ Jt \ �� f Ot f; �:FR Stt TO ALL TRADES AND IS HEREBY INCORPORATED INTO THESE DOCUMENTS. t1Y,, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR QUALITY AND PERFORMANCE OF ALL -'J B - Y "eu° ""'^ w :. "� ""0"""' `�""'-*^-'' -w.%•.-.•T+ -�`' MATERIALS,APPLIANCES,AND WORK. ALL MATERIALS, EQUIPMENT,AND SYSTEMS SHALL 24.ALL WINDOWS AND DOORS TO HAVE MIAMI-DADE COUNTY APPROVAL WITH IMPACT CLEAR L _.l- `q y+ - BE INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE STANDARDS AND GLAZING. MANUFACTURERS WRITTEN SPECIFICATIONS, INSTRUCTIONS,AND RECOMMENDATIONS. .� k--< A" € 25.THE PLANS AND SPECIFICATIONS ARE NOT INTENDED TO DEPICT EACH AND EVERY DETAIL. ti '°i f't' - 6. THESE PLANS MAY BE USED ONLY UNDER SUCH CONDITIONS IN WHICH ALL APPLICABLE AS THE PARTY IN THE FIELD,THE CONTRACTOR IS IN THE BEST POSITION TO VERIFY THAT ¢�'!v y'i',$ v},,J-,A'' : <w y"E` t �`f 0 SAFETY LAWS. RULES,AND REGULATIONS ARE THE SOLE RESPONSIBIUTY OF THE ALL CONDITIONS ARE COMPLETED TO PROVIDE A WATERTIGHT STRUCTURE. THE CONTRACTOR ---_ yy"" \. y� -:�Y r;; t a I• y' u 1� CONTRACTOR. SHALL DO SO. --- l r C r 7. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 26. DEMOLITION NOTES: Iy B. CONTRACTOR IS RESPONSIBLE THAT EASEMENTS AND SETBACKS ARE NOT ENCROACHED. A. CONTRACTOR 70 COORDINATE WITH OWNER REGARDING ANY SALVAGEABLE w w ITEMS PRIOR C DEMOLITION. ANY ITEMS INDICATED THAT ARE OF : ,r 9. COORDINATE ARCHITECTURAL DRAWINGS WITH STRUCTURAL, MECHANICAL, ELECTRICAL SALVAGEABLE CONDITION ARE TO BE BROUGHT TO THE OWNERS AND PLUMBING DRAWINGS. ANY DISCREPANCIES ARE TO BE BROUGHT TO ARCHITECT^S ATTENTION SO THAT THEY MAY BE RELOCATED PER THEIR DIRECTION. 1 to ATTENTION FOR CLARIFICATION PRIOR TO BIDDING AND WORK. 3 c"`'~ - B. ALL EXISTING EQUIPMENT AFFECTED BY NEW CONSTRUCTION SHALL BE r R - y S3A.. a,...,>ox : L a:,, 10. TYPICAL-ALL.�WINDOWS AND DOORS TO BE IN ACCORDANCE TO THAT SPECIFIED IN THE REMOVED/RELOCATED. VERIFY LOCATION WITH OWNER. 'z:% •.?� 4 w �a "M',,Y"` A.\ s,g "ws.bc- t 3; PIP DRAWINGS AND APPLICABLE ITEMS OF CHAPTER 24 OF THE FLORIDA BUILDING CODE. C. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS,AND EQUIPMENT TO ^"?:r r�" ,4 �,: ca C:xifi Y-• DISCONNECT,DISMANTLE, REMOVE,AND SALVAGE IN THE DISPOSITION OF 11. PROVIDE ALL SITE CLEARING, EXCAVATING TO REQUIRED GRADES AND LINES, BACKFILL, DEMOLITION INDICATED IN THIS PLAN. GRADING FILL,COMPACTION AND DEWATERING AS REQUIRED TO EXECUTE THE WORK.ALL Q! FILL UNDER SLABS SWILL BE COMPACTED FINE SAND FILL SET IN 6'LAYERS TO 95% D. HOLES OR OTHER DAMAGE LEFT BY CONTRACTOR SHALL BE REPAIRED BY O DENSITY ASTM 1157. PRESERVE ALL EXISTING TREES AND SHRUBS UNLESS OTHERWISE CONTRACTOR AT HIS OWN EXPENSE. SPECIFIED BY LANDSCAPE ARCHITECT/OWNER. E. UPON COMPLETION OF DEMOLITION THE ENTIRE AREA SHALL BE CLEANED �1 00 12. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND LEAVE THE SITE GRADED OF ALL DEBRIS AND PREPARED FOR NEW CONSTRUCTION. dl AS INDICATED ON THE SITE PLAN OR AS SPECIFIED BY ARCHITECT/OWNER F EXISTING CONDITION NOT SHOWN ON THIS PLAN SHALL BE REVIEWED WITH THE ARCHITECT/OWNER PRIOR TO REMOVAL AND WORK. 13. FINISH GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AND PROPERTY LINES. (C.L G. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES - 14. FIREBLOCKING:CONTRACTOR TO PROVIDE FIRE SLOPE PER SEC. 705.3 & 2305.1 OF AND SAFETY BARRIERS AS REQUIRED BY WORK INCLUDING DUST CONTROL H � F.B.C.TYPICAL THROUGHOUT RESIDENCE. MEASURES. A ° 15. REFER TO ENGINEERING DRAWINGS FOR ALL ENGINEERING INFORMATION. H. CONTRACTOR SHALL PREPARE ALL IXISTING SURFACES AND CONDITIONS a AS NECESSARY TO RECEIVE ALL NEW WORK AND SHALL ALSO EXAMINE 16. ALL RAINWATER SHALL PERCOLATE IN THE GRASS AREA(GRASS)OR AS NOTED. ALL SHEETS AND VERIFY ALL DIMENSIONS BASED ON EXISTING j 17. ALL WORK SHALL COMPLY WITH CHAPTER 10&36 OF FLORIDA BUILDING CODE AND CONDITIONS AND SHALL CONTACT ARCHITECT FOR CLARIFICATIONS OR INTERPRETATIONS AS NECESSARY FOR A COMPLETE JOB PRIOR TO WORK. """` -"" """' ........... ...............: ..,.,.. .. S NF 101. TYPICAL THROUGHOUT THESE DOCUMENTS. -..................-- - MM I. ALL EXISTING STRUCTURE&DRIVEWAYS TO BE COMPLETELY DEMOLISHED - - 18. ELEVATIONS SHOWN ON THE PLAN REFER TO NATIONAL GEODETIC VERTICAL DATUM UNLESS NOTED. SITE TO MAKE READY FOR NEW CONSTRUCTION, REFER (N.C.V.D.). TO SPECIFICATIONS FOR MORE INFORMATION. r, W .. .... ... .:. ..... ... .:.: ..... ..... 19, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER J. CONTRACTOR TO TAKE COMPLETE CAUTION AND CARE TO ALL EXISTING APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE UTILITIES(OVERHEAD AND UNDERGROUND.) H TREATMENT TO NEW CONSTRUCTION--ALL NEW STRUCTURES SHALL COMPLY TO SECTION r- 1816 OF F.B.C. K. CONTRACTOR TO PROTECT AND PRESERVE ALL TREES PRIOR TO I"L( 20. UTILITY NOTES DEMOLITION.VERIFY EXISTING LANDSCAPING W/ARCHITECT PRIOR TO ZONING INFORMATION DEMOLITION AND WORK. EXISTING SURVEY A. GENERAL CONTRACTOR TO VERIFY EXACT LOCATIONS OF THE FOLLOWING OUTSIDE THE PROPERTY LINE: L CONTRACTOR TO COORDINATE ALL ARCHITECTURAL,MECHANICAL, ZONING: MU-5 CITY OF SOUTH MIAMI WEISS 1. ELECTRIC SERVICE STRUCTURAL ELECTRICAL AND PLUMBING DRAWINGS W/EACH OTHER. T.O.D.D. ANY DISCREPANCIES TO BE COORDINATED W/ARCHITECT PRIOR TO START 2. WATER MAIN N.T.S. 3. TELEPHONE OF WORK. FLOOD ZONE: X LOT AREA: 25.011 S.F. NORTH r, A REQUIREMENTS ALLOWED PROVIDED N 100 FT. FROM SIDEWALK 100 FT. FROM SIDEWALK BUILDING HEIGHT (WITH T.O.D.D. BONUSES BELOW) FRONT SETBACK 20'-0"ABOVE 4TH LEVEL 20'-0"ABOVE 4TH LEVEL BUILDING CLASSIFICATION REAR SETBACK * 2D• 20'-0° SIDE SETBACK 0'-0" 0'-0" n ( O OCCUPANCY=MIXED MEANS OF EGRESS: FIRE EXTINGUISHER CALCULATIONS * FOR THOSE PROPERTIES THAT BACK UP TO PUBLIC OPEN SPACE OR EASEMENT, BUSINESS GROUP B CLASS "A"FIRE EXTINGUISHERS MUST BE PROVIDED BUILDINGS MAY BE BUILT IN REAR TO WITHIN 5' OF THE REAR PROPERTY OR MERCANTILE GROUP M OCCUPANCY, LOAD PER FLOOR AT 1 EXT./11,250 SF RATIO. EASEMENT LINE. o SPECIAL STORAGE AUTOMOBILE PARKING GARAGE (FBC 1004.2.) ( 0 RESIDENTIAL - MIN. NUMBER OF REQUIRED EGRESS STAIRS = 2 30837 (SF)/11,250 (F.E./SF) =3(F.E.) PER BLDG.AREA FLOOR ) BASEMENT LEVEL PARKING = 11,086 S.F. - MAX.TRAVEL DISC R. FEET SPRINKL 0" e GROUND LEVEL(RETAIL) =3,647 S.F. - MAX.DEAD END CORK. LENGTH 50'-0" ADDTIONAL"B"AND"C"MUST BE PROVIDED IN THE PARHING REQUIREMENTS PER SOUTH MIAMI GROUND LEVEL(RESIDENTIAL) =994 SF. (FBC TABLE 1004) FOLLOWING AREAS: ( __' _ SECOND LEVEL(PARKING) - 17,391 S.F. STORAGE ROOMS, ELECTRICAL AND MECHANICAL I a Q COMMON PATH OF TRAVEL- 75'-D"(FBC SEC. 1004.1.3) ROOMS, KITCHEN, SCIENCE LABS,TELECOM CLOSETS, PARKING STALL SIZE= 9'-0^'x 15-0" PARKING REQUIREMENT / j/ THIRD TO SIXTH LEVEL(PARKING) = 75,677 S.F. AND COMPUTER LABS. AISLE SIZE-23'-0' �// % j p o SIXTH TO EIGHTH FLOORS (OFFICE) = 51,372 S.F. TOTAL PARKING REQUIRED= 2IC STALLS / j CALCULATION OF ROOM CAPACITY FOR HANDICAP STALL SIZE= 1T-0"x 18'-0' U- TOTAL OCCUPIED AREA OF MULTISTORY BLDG. STAIR CALCULATIONS RAMP SIZE WIDTH =22^-0' (INCLUDES REQUIRED 5 HANDICAP PARKING STALLS) /�� W F li 4 EXIT PURPOSES: i H 56,013 SQ. FT. STAIR CALCULATIONS 845ED ON EIGHT FLOOR PER PARKING D. / Q BASED ON NFPA 101,NOTED ON EACH TYPICAL OCCUPANCY: SR PARKING REDUCTION DUE TO ARCADE& /j j/ W W ROOM. TOTAL No. OF OCCUPANTS 172 THREE(3)USES: 20R REDUCTION DUE TO THREE USES. TYP OF ONS7R TION =TYP (FB-T 001 -NUMBER OF STORIES R 8 PROPOSED+ BASEMENT LEVEL RETAIL MIN.-OCCUPANCY-LOA GROSS (FBC TABLE 1003.1) OFFICE -MAX. NUMBER OF STORIES ALLOWED= NO LIMB RETAIL= 30 GROSS IXT CAPACITY= 172 OCCUPANTS z 0.30 INCHES = OFFICE SPACE= 1 STALL PER 250 S.F. TOTAL NUMBER OF REDUCED PARKING=55 STALLS ��%� �� j��i��%�� •' Z "' -ALLOWABLE BLDG.AREA- UNLIMITED OFFICE = 100 GROSS 52 INCHES TOTAL OFFICE SPACE-51,372 S.F. j j� �j� j%j j� j / / % K"i �y0:� gj$Q5 PARKING GARAGE= 200 GROSS TOTAL STAIR WIDTH REQUIRED= 52 IN TOTAL PARKING REQUIRED- 206 STALLS TOTAL PARKING SPACES REQUIRED= 165 / ��%��//��' '/� / � " g <'+Q ° (FBC TABLE 600) RESIDENTIAL= 200 GROSS PROPOSED(2)TWO STAIRS oo�L�=ono=o"o00 0 0 ovo"o"o"rte"o�oao"o" I 1 '°r T') FIRE RESISTANT RATING !! 1 - R AI r s NOTE: BUILDING IS FULLY SPRINKLERED IXT TOTAL CAPACITY- 176 INCHES PROPOSED �T TOTAL PARKING SPACES PROVIDED = 241 \ I �l -m, R RETAIL SPACE 1 STALL PER 300 S.F. /(EXTERIOR BEARING WALLS = 4 ENI FINISHES TOTAL RETAIL SPACE 3,647 S.F(NORTH & SOUTH WALLS) NO OPENINGS EXIT CALCULATIONS TOTAL PARKING REQUIRED= 12 STALLS EXTRA PARKING SPACES=76 -e--_--------- - " ----4 HR. (EAST&WEST WALLS) NO LIMIT ON OPENINGS -ALL FLOORS SURFACES WHICH MAY BECOME REQUIRED = 172 OCCUPANTS x 0.20 IN- 35 INCHES SLIPPERY SHALL HAVE A NON-SLIP IMPERVIOUS PROVIDED NORTH DOORS = 36 IN RESIDENTI-EXTERIOR NON BEARING WALLS = NC(NON FLOORING, E.G.TOILETS&CUSTODIAL CLOSETS. RESIDENTIAL SPACE-2 STALLS PER UNIT COMBUSTIBLE) PROVIDED SOUTH DOORS=36 IN !� TOTAL RESIDENTIAL SPACE= 994 S.F. -FIRE WALL 4 HR. -ALL CUSS SHALL BE TEMPERED OR LAMINATED, TOTAL PROVIDED =72 INCHES TOTAL PARKING REQUIRED= 2 STALLS -INTERIOR BEARING WALLS= 3 HR. UNLESS LOCATED IN A RATED PARTITION WHERE li. a /` WIRE GLASS SHALL BE USED. OTHER REQUIREMENTS: B.W. 62nd. AVENUE ` ,,,4 r!r �, -COLUMNS = 3 HR. (SUPPORTING MORE THAN 1 FLOOR) _MEANS OF EGRESS SHALL BE CLASS "B^'OR BETTER. n4 -BEAMS }HR.(SUPPORTING MORE THAN 1 FLOOR) -ALL DUCTWORK CROSSING CORRIDOR WALLS SHALL -- --------------------- -ALL OTHER SPACES SHALL HAVE CLASS"C° -ROOF AND ROOF ASSEMBLY e 1 HR. HAVE SMOKE DAMPERS -FLOOR SLAB = 2 HR. FINISHES OR BETTER. T.O.D.D. BONUSES + PROVIDED BONUS 5%PARKING REDUCTION. AREA OF ARCADE ARCADE NOT COUNTED IN TOTALS t UNDERGROUND PARKING ONE(1)ADDITIONAL OFFICE FLOOR PLUMBING FIXTURE CALCULATIONS DEMOLITION PLAN ic OCCUPANCY MALE MALE MALE FEMALE FEMALE DRINKING MORE THAN THREE USES 20% PARKING REDUCTION NDATE BASED ON FPC WC URINAL LAVS WC LAVS FOUNTAINS SCALE:1tt=80th NORTH TABLE 403.1 PUBLIC PLAZA ONE(1)ADDITIONAL FLOOR RED. PROV. RED. PROV. RED. PROV. RED. PROV. RED. PROV. REQ. PROV. FIRST FLOOR UNISEX HANDICAP TOILET PER EACH RETAIL SPACE. FULL FRONTAGE ONE(1)ADDITIONAL FLOOR NOTE: n�timm RETAIL SPACES DEMOLISH ENTIRE BUILDING&OTHER ITEMS BELOW GRADE. "CROSS-THRU° ONE (1)ADDITIONAL FLOOR SIXTH TO EIGHTH FLOOR BMEET u OFFICE SPACE 2 2 TI 2 3 2 3 2 3 1 2 TOTAL BONUSES = 4 EXTRA FLOORS&PARKING REDUCTION 89 MALE 89 FEMALE A-1 �EXISTING POWER POLE- EXISTING POWER POLE- REFER TO EXISTING SURVEY REFER TO EXISTING SURVEY EXISTING POWER POLE- REVISiOFM " TE TICK PAVERS - EXFILTRATION SYSTEM- REFER REFER TO EXISTING SURVEY „ REFER TO DETAIL THIS SHEET TO CIVIL DRAWINGS / REMED - UIBAUWAL 500.00 OD W 200 00 R _ __ _________________________________________________ ______ _______________________________________________________________ ______ 02.2&8006 i I LL i PLAZA PLAZA T01 OF FINIS{j TOP OF fIN15H STAIR#1 � STAIR#2 H I � N 1� I � ® FLAT ROOF I^ 28'-8" 66'-2" \ P4 Os ao I I N� O ELEVATOR V MACHINE ROOM COOLING I Z w W TOWERS O m� o � /❑ � � ❑ � O N N '~'1 e�i mm w m Fz] MTL. LOWER ENCLOSURE I I � � A I z I I 198'-6" /PARAPET WALLS v - \• x. Y = _ SIXTH LEVEL; R0051fiIPAR NOII W 0: - - / \ 11 - --� W-)LL - - - - - - - - - - - T — - - - - - - — — - - - - - - — - - - Q5 - TRELLIS I c. LTRELIS BELOW - BELOW � _ o N00'00'00"E 200.00 (R&M) t . m CURB CUTS- REFER TO CIVIL DRAWINGS EXISTING CURB +I CURB C11- REFER TO CNIL DRAWINGS i1 a,� III akSf 70'-5" 5'-3" 32'-0" 5'-3" 52'-3' 16'-6" • -�` q .. j PRE MANUFACTURED CONCRETE INTERLOCKING .� �'•�' PAVER SYSTEM OR BRICK PAVERS ON 1"SAND 'd BED ON 12"FINE CRUSHED COMPACTED ROCK (W` YER EDMAND SLOPEDBAS AINDICA ED,WITH q 6 8"x8"CONTINUOUS CONCRETE CURB WITH 2#5 CONTINUOUS EDGE RESTRAINT S.W. 62 nd. AVENUE ,, >'..:� � �,,;,,.. :.,,,,=III=III=III=III=III=11 _ _ �•• ®ATE TYPICALINTERLOCKING PAVER DETAIL NOTE; CONTRACTOR TD COORDINATE ALL ARCHITECTURE, STRUCTURAL, SITE PLAN " MECHANICAL, PLUMBING AND ELECTRICAL, CML& LANDSCAPE DRAWINGS ® ®bdEET SCALE:1/2'�P-0" W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ SCALE:1/8"P-0" ARCHITECT PRIOR TO START OF WORK&BIDDING (TYPICAL). NORTH A-2 REVISION REVISED E.&P.H. 8111111dMAL G) 02.2&2005 CC OD HE 198•-6- ,�-10'- 168" 29,-0" 29'-0' 18'-2" 29'-0" 29'-0' 29'-0" 16'-13" V-01 — — - — — - — — - — — - — — 165'-2" 2" 01 VI 7 9�j STAIR 1 77- ' O' a M_H-H m O "O_'°i B B}.O Ii';`..j>.':,:j,::.!''!:'.::'..1 I I I I i I I I I!I I j I I i I 1111 3. 9 T AIR 2 y e r /O iOo�I!i I I,I 11 i I i I I II j i I i T to N r ELEC. 'RANSFORMER _4 01 1 1 ROOM LTROOM 5-1- _B"6'-9' ru 19,-7, c 0. 0 (D (D (D a G a ------------ ---------- ......... ------------- 0 ...........- :4........................ -0" 6 -0' 27*-0' -0. '.4.� �PARKING SPACES .'-0" 27'-0' 16'-2- �O� 3 PARKING SPACES P 9'-0' 27'-0* 01, 19'-7" -1 -0' m I 1 1 81� 9, 9' 1� 3 PARKING SPACES 9' 4, 1,3-1. 11.-,. 6. 00 RAMP ON G SLOPE=6.538 ? ---------- ------ ------- - S 4'- g.-O. 10" 14,-8" Z•10L 27'-0• 0 3 PARKING SPACES 0 9'-0"-27'-0• V 11 D 72'-�- 22'-0* 7 1 .............. ........... ................... .......... LJ T 02� C, ELEV. ELI STO. ELEVATOR LOBBY b T, A.I.I. SLOPED WALL ---------------- ................... ------------ - -------- --------------- --- ---------- E] --------------- ------------------- 8' 27'-0" 33-4" 22'-0" 17'-4", a ------ 18'-0' 27'-0' 17'-6' TOP OF SUB BIT is'-O" 27'-0' 29*-0' 1s'-10 "'62'-4' 8. 22'-0' a 17'-4- -0" -0' 22'-2' '-4 6 3 PARKING SPACES C 9' -27' 7 __.r,oRAGE vi ..........--------------�__A_JL' ---------..........- ...... - --------- ......... ------- w 20 V-4' -0" -0' +'-4- 22'-0" 14-8. V-4" -0. 1-4 0 '2 14'-B' 27, 27 16,-2, 27' 0" 27' STORAGE F.D. DOMESTTC& F-O 0 FIRE PUMP ROOM SIDEWALK LLA TOP OF S1,4H -4"NGN.D.W-O") EL..13' .............. .......... 41- .......... E_v m V 29'-0' 29*-0" 18'-2" 29'-0* 29'-0" 29*-0" 1 W-8" 1'-0 1981-6" U5 U6 U8 OATS. ;F 7 NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, ERIOR STOREFRONT AND FIXED WINDOWS SHALL BE COORDINATE ALL ARCHITECTURE, STRUCTURAL NOTE: ALUMINUM �E: CONTRACTOR TOU 11 EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL&ELEVATOR B CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL, PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS BASEMENT LEVEL PLAN NOTE: ALL LOCATIONS OF FIRE-RATED MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE W1 EACH OTHER ANY DISCREPANCIES TO BE COORDINATED W/ FOR AL OTHER INTERIOR DOORS & FRAMES SHALL BE 'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK & BIDDING(TYPICAL). SCALE;J'8.=I1.o8 WALLS,REFER TO SHEET A-30 NORTH SKEET Fly REVIGION REVLSED E.R.P.B. SUBMITTAL 0 0 (D 02.2&2005 1 CC DD 1c 16-8. 29'-0" 29,-0" 18'-2" 29'-0' 29'-0" 29*-0" 15,-B" V-0" ----------- ------------------------------ -----------------------7----------W-------- -------------- ----------------- ------ T------- ------------------------------------------------------------ PLANTING AREA REFER TO LANDSCAPE PLANS ---------- PLAZA I. PLAZA TOP OF RITISH TOP OF,FINISH NE OF IUILIING 201�0. 20,-0" PT4 r,U I a 2b'-O' a. 1 j PLANING AREA ABOVE 9 E. 9 0" 2 9-4 0' 20'0" 0 Lo.PLANTI AREA PLANTING AREA PLANTING AREA fI PLANING AREA PLANTING AREA �'.I 7cxt: T-8- 6'-6- av!7G,�6"V a. .8- 6%,1 6' a. Oj,_ 6' _0,CC 6. 6�a 0, 01 16'-2' 2'-,Otr.6"5'_v` 5' 3• 19'O�,J5 5 I�az� 5-3- t-1- 5-�3- ............. ........................ 4 ------------ ................ -------------- ......------------ ------------ -4 STAIR -0 HIGH STAIR. WALL PLAZA 2 FAN EXHAUST I .r T V.D.) REFER TO MECH ip DRAWINGS j ---------------------------- ---------- ................. X F_ 0 \-12'LOW WILL 0 0 A.D. AD. 1 AD, i 00 42"LOW WALL V I 11 RAMP UP III SLOPE=6.39% p T to z C -------------------- /-,12"LOW WALL 0. 22'-0" 40• 27'-0" ',O"� 9 72*-2" 22'-0" 2:0""4'-4" .8" V ............... ......................... -----------.............. . ....................... ............... 4�, 'H.0 4�'0 E EV. ELEV. FD •CRO THRU/PLAZA irom�T;"-D H-C. 14 SS —42'LOW LOPED TH OF FINISTI WALL 46-Z-0-6".(-I��-4"N.G.V.D.) COMMA.Ni) o 21'-0' -a- [A- 7'-10- 17-10" 8' 22'-0" R001m 7 22*-0* 39,-4, 8 7'-f 27' ;10* 7'-0" II T FAN EXHA S REFER TO EXHAUST Fk4:- 42 LOW MECH. LO I BY REFER TO,.MECH.. SLOPED �N T DRAWINGS HT"nRoom DRAWINGS WALL C4 �1.11�711IT-O' N.QV.D.) Ya V ........... ............... .................... ................... D II II a II T,.F. El �ai F. III cl. RE o B. 17� -8. 4�L 9 B -8 13' a" 8. 81 -a jI::a 22'-0" 18*-g* 4 7-4 9'-3 4" 6,-1' 6*-*' 3-0 18' 1 22 4%4' OP% RETAIL#1 R 4P2 RETAIL#3 RETAIL#4 i CD] EL-O-)" N.G+V.D.) RFP I BB TOP 0 SLAB TOP OF SLAB EL-0-01, N.G.N.D.) BB 17,.. I . I i ----------- --------------------- &-Is A-is DIJ1APSTEjk RESIDENTIAL #EA DIO STU POP IF RmU COVERED ENTRY ;.VD) 1,TVING ROOM ......... ......................... ------------ 1 9 T LLJ ............. ------------------ LL 20'-4' 4" 27'-2' a 27'-0" 15'-8.. at Lu!9 22'-0' a� -0" (D 22' 17'-4 B il!EIACKFLOW PREVENTORS— Z-1RENCH TRENCH ORA < 0. IN GRAIN +OL 7-5 2'�OT, T�S 2:-O'L 7-8 1- 1,, 7-. 1-8 22'- V-2- D�4'-4 22-0 27' 6 7,8 5' 0' 0 ARCADE ARC�Dt ARCADE A�6.EL N Sfffl�ikLK LEV PION @SDEWALK •I ';7, E�A'.ON 0 SOO"J� AIG� b _Q 7"Et-0-6'(IM —A�v,��!! - N.G.S.D.) EVAT1 N R SIDEWALK Avc- EUYATI(4 0 SIDEVAIX, NGvD) i1 ` 7$ N.GN.D.) 44 - 0-7 �45 ----------- 6' 1 .. ..., .. 11 6 26'-0 6 6 0"6 26'-0. 6' _6 6'13.•6. 6T----- 13'-8" .4 a -------------- 4 PLANTING AREA PLANTING AREA PLANTING AREA- REFER TO LANDSCAPE PLANS PLANTING AREA- REFER TO LANDSCAPE PLANS _7 V 16'-8" 2.'-.- LSTREET CURB 29'-D" /-STREET CURB 29'-0' L111EET 11111 16,_8" e, Jr 198.-A" L-LINE OF LINE OF �-UNE OF ERE CANTILEVERED CANMLEV D I CANTILEVERED BUILDING ABOVE BUILDING ABOVE BUILDING ABOVE %ft G) KIATISS ILI m TO REFER DRAWINGS 4L ci 0 F. 0 1 a 0" ,D EJ NOTE: INTERIOR DOORS 1, FRAMES SHALL BE HOLLOW METAL: STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, GROUND LEVEL PIAN EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL&ELEVATOR By CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL. PLUMBING AND ELECTRICAL. CIVIL& NOTE: FOR ALL LOCATIONS OF FIRE-RATE. avuam S OGLANDSCAPE DRAWINGS W 0 MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL COUNTY AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ SCALE:118--I*-W AILS REFER TO SHEET A-30 OTHER INTERIOR DOORS & FRAMES SHALL BE'C'-LABEL FiRE-RATED. PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK& BIDDING(TYPICAL). NORTH REVISION PLMED E.E.P.& 8UBM17TAL O O O O O O O O O 09.5&!006 cc A-IY I 1-m I 1-C1 I 198'-6' 16'-8" I 29'-0" I 29'-0" I 18'-2" 29'-0" i 29'-0' I 29'-0' 16'-8" i I i I ! I I I I I I I . c I�C�I is-a=�(�— - •�m. I I f I I I I I/I _ __ - I i I y I I I /I/I iI I I I • I�I' I f I 'I I�� I I • 1 I f I I j I I I. .-a 2' '5'-3' 1_B% -& 5-3 V- s-3 2i 27 y0 La. .-. 5.-3. 1-a. s-3. 1 5-3 �fff s-3 t- s T-ay s-3 1 s 3 :2 a-e 2"0 y 2 ]�2 3 31 � - LINE OF BUILDING ' `-I ABOVE ^t STATR i OPEN TO BELOW I I �STAnt 2 rn - -10' 9'-0' i _ f 9-0• -10' 8'-0' 10• m •i EXHAUST FAN - I PA • AHM--H m 17 o c b_I o I� —__---1'--a�O•I B�T I I!I I I I I i I-;,L iB 9—'-1 0r fr'8aB-8-\i1 0"\'N\l\\T\-''rr''2y I I:.I II j I II I 1 III I-O'i:}I�':::.'i Pf=�--"Mm•',�i_I\> REFER TO MECH. :>! 'ADaD 1 Xo i • . —\I•a a m 4 L / 15�27-0 ,��JI,'�16 fIC-0Ii i I I�I f!I I I I I I I j'I i I i I I�.aD. A g g m�'"TAEOT L P.S u EOCF O-pSe`TO"A B L F1'.EiL yI!.••7.�4 Q Y\--�p I3�i1(I I I I I f I I i I�I I Ii I i i(�I .�!tYI-O ti�Y•X::z 126I l e o,v Y 1 a. i rS^-diI�-r!:•,Ty�•T.};. 4b.b•Tr:y.—.ii' .:-'TI\>�^''T^��'.tLhLFF'vn•<;`FdFb'nw i< a rr+�m'-a E dll rri�,';�wI II II i -----_-q e RAWINGS � O 0 O O O O O O O J 0,F S D.a A.O. OW WALL aD . R-oi-£�A 4HM_-g 11T.e fA f�••�\ .'• ..f t �IFpIv�O W GI1a Q a Q Q��,a �4 y w-Q ��Q C 5 g w¢_i /m ........... LOP 1-4 ' 0 27'-0" ' 3 PARKING O 9'-0" 27'-0' 3 PARKNG SPACES 9'-0" 27'-0' O 3 PARKING SPACES 0 9'-0' 27'-0' 3 PARKING S ICES O 9'-0' 27'-0" WA 7'- 9'-0' 8 rQ MP UP TO THIRD LEVEL SLOPE-6.395 ko / 27'-0 2'-0' 90'" S 0 9 2 27'-0' Of 14-8' B'A S 0 O O O �I O 9 .1 OPEN To BLOW ELECT. TOP OF sun RM. 7'-e' -D v lD AT SEMNT LUIM aD. ELEVATOR LOBBY 79P OF SUB cc A.F.F.F.SLOPED 9 LOW WA . l 27'-0" o RAMP UP 2 SLOPE-5.755 1•-4 3 PARKING SPACE! 0 9'-0'-27'-0" '0L 3 4- 1"or, 3 PARKING SPACES O 9'-0"-27'-0" 3 PARKING 5 ES O 9'-0"-27'-0' 18*-0• .-P 9 ' 7' ' ' " 3O ' ' 0 O aD A.0, - o . OPEN TO; 29 3 3 O G 1 Z I 20 3 8 3 BELOW . -. .OPE TO " B W STO. STO. BARREL TILE ROOF C- '-8 '5 3'8�- � 32-0 S S 5 0-3. S 3" - V-3, / 1S-3• •-B 29'-0' 29'-0' ? 0 1'-0'I O O O O � I F111111", 00 p M jUr[��A'',$t c_ '�y 1 I Dw O GATE • >•I\4nTA AnION' NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE.STRUCTURAL, SECOND LEVEL P1JL�lr EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL.CIVIL&LANDSCAPE DRAWINGS ® NOTE: FOR ALL LOCATIONS OF FlRE-RATED mAU® MACHINE ROOM DOORS SHALL BE'B'-LABEL FlRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MNMI-DADE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ WALLS,REFER TO SHEET RE- • OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FlRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK& BIDDING(TYPICAL). SCALE:1/8^-ll-0" N08TH SHEET A-s REVISION e - RJ VMED &.RP.R hUPffAL O O O O O O O O O B ma8. 6 - 1 CC i i DD I i R8 I I e-u I e-w a-e1 I I 198'-6" I I 16'-8' I, 29'-0" I, 29'-0" I, 18'-2" I 29'-0" I 29'-0" I 29'-0' I, 16'-8" V-0". I I I I I I I I ! { I a I I I w _ I 14'-8' ;0 SQL-6� 5'-3" 1�-By 5'-3"b' 5'-3"6 - 27'-0" 2'0�/ 1 f'-6" 2' 6 5'-J" t,; 6�3" L 5�7' y 6'-3"B r -a 6'-3" 1;8�, 6�3 L 5�3 L� 5'�7i Zia 5�3 L 5'- 1' 5'-J" 5 3 -0 14-8" Q-0.- ° ICI I 11 11 1 � � 1 I � II III ► � gym, o I 1 - I •=�� A ---- \ _ ---- b3 ----.—. _ — - -- : , _. ..-__'_ > _. - ,aq.__...._.... --------- ---- �1` a: s";-------— -- --- A STAER - a'-O. _ I I FAN I ?TAII2 REFTOMECH. 10" " DRAWINGS 9'-0" I Y I 7 -_- W lo: _O O O O I I 4 5 6 O 7 O 6 10 11 12 13 14 15 } '— I a 00 V-4"�r 19-0 ''a' 27'-0' =-0�' ]PARKING SP 0 9'-0"=27'-0' �0 16'-2' '�0 3 PARKING SPACES W-0" 27'-0" '10 3 PARKING SPACES 0 9'-0"=27'-0' py 3 PARKING S CES 0 9'-0"=27'-0' 7'-0 9-0 _8 , 00 i I RAMP UP TO PT]URM LLVEL RAMP UP i I 2d :: ze� I. SLOPE-6.39x I i3 I '� I ;: F/ O • u I i!' - I I I � M e-17 a 1 _i• a" 27,-0' y0f. 3 PARKING SPACES A '-0 -27'-0' 2Oy 9'-0" 38'-2' i 6'-D 12'-0' 9'-0' 2�0: 27'-0' 3'IOy ,4•-8' �� n 1e O I zu V � `V. I —V 21 O , I 0 ',OPEN; 11 TO I . i BELOW I, ELECT.4 �tb•- - Y I TOP or SUB I O 1 , o TOP OF SLAB p I °j I 1 , I 'ml AT THIRD U5'XL - 2 \ I 1 AT TBiRD IE1EI. Q , ,I RL419'-4' 8-1 7'-B' �-10' 27'-0' %-10 I '� C ELEVATOR i a i I LOBBY i W TOP OP SUB , I � A.F.F.RAPED I I 27 6 I6'-0' al 27'-0' LOW WALL 78'-2' m 27'-0- Oy 27'-0' I O 1B'-0' I I I< I n i I q I Y RAMP UP I SLOPE-5.75M 26 BB I I I n >. /,, 14'-8' i I 3 PARKING SP 0 9'-0"-27'-0' '-'0 3 PARKING SPACES O 9'-0'-27'-0' I�' 0+. 9'-0' r 3' 3 2-0' AO 3 PARKING SP 0 W-0"-27'-0' 3 PARKING SPACES O 9'-0'-27'-0" y0y 3 PARKING 9 CES 6 9'-0'-27'-0' r 18_0 '_6" a f To\ O A.D. .i: I _\. _O _i_ I I LAD. 11 u o o - ------ -- - -----_ ---- -- -_� �- _ -- - -- L o _n .O O d1 O 39 38 I 37 ]6 ]a O 33 12� 30 29 I, O=W I i h co 0Z� I i i STO. I STO I I I 'v)a 5 I 1 3 � TREws& i (I� - ELUS PLANTER m+ 11 'n PLANTER I - •'ey-, I ' -B' ,i ` 1'-8' 1' B" 1 � I 1'-B" 1'-B' t'-B' I .j�6' 0 5,73 I 3'-3 S'-J' ' - 5'-3' S'-3' ' S'-3' '-7 5'-J' 7" 5'-3' 32'-0' 1,_O• 16•-8• i 28-0" 'r .. 28-0' 18'-2" 29'-0' 29'-0" i 29'-0' ( 16'-8" V-0' 1, p f k s� 'ro 19B'-6" o j j v CC OD � gg O O O O O O O IonTE bi ,IOIPRI NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL: STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, A"D EMACH NEN OOIAND ORSR SHALL BE�'B'-LASE FIRE RATED.ELEVATOR ALL SZES LAS RNDICATEOD ON EOLAL-ALL THE DRAWINGS ALL TO C. HAVE MWM?I D. W/EACH OTHER.MBANYGDISCREPANC ELECTRICAL, BELCOORDINATEDP W/ THIRD THIRD LEVEL PLAN NOTE: FOR ALL LOCATIONS OF FIRE-RATED • OTHER INTERIOR DOORS& FRAMES SHALL BE RE-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK& BIDDING(TYPICAL). WALLS,REFER TO SHEET A-30 SCALE: RTH BMEET A-6 REVIBION REVISED E.R.P.B. SUBN=AL (D O O O O (D G) O 02.2&2005 CC DD 88 198,- 29'-0" j 29'-0" 29'-0" 29'-0' 29'-D" j 16'-B" 1 14'-8" 2',0�',-,P 5'-3- 1;-B: V-3- j;-8Z 5'-3-C-8; -,6"4 11'-6' 5--3- t-B-, 5-3- 1'-q 53 I;-a: 5-3- t-s: V-3-01,10 14'-B"•0.. 27'-0- 70 2'k �-B; 5'-3- -1: Y-3- 1,;-S, 5'-3-6�g-j. -,6*5--3- t_a: ------------------ --------------------- E-4 STAIR TAIR 2 lo" -0. lo" w S.-O.-1. 10" Elo" AV 0. A, -0. -i �2 7 ol (D G) (D G) (D �D 01. -- G S c,3) IS 10, H L] -LA----------------- ---------- ---------- 0 A.D. ................ o 15,-D, 27'-0" 40 3 PARKING S 0 *-D" 27'-0" '-a' 27'-.' B, PT4 V-4 1 W-2" '_0 3 PARKING SPACES P 9'-0" 27'-0' 3 PARKING SPACES 0 9'-0" 27*-0' 40 3 PARKING SI�CES 0 9 8 1 OD RAMP UP TO FIFTH LEVEL RAMP UP ko SLOPE=6.39% I- [a 0- 1-4 V-4 14,-8" 4 27'-0" vlo� -2" 12'-D" 40 27•-0• 0; 14,-B" a 'a 3 PARKING SPACES 0 '-0 27'-0- -0. 38' ------------v ............ --------------- -- ---------------------- ---------------------- 8 c- 205 ELEV. Et E. ELI OPEN To i ELEC`r. ;T.4 *0* RM. o T T ? 9, TOP OF SLAB TOP OF STAB FOURTH LEVEL -0' AT FOURTH LEVEL 7'-8* 27' .2 ELEVATOR LOBBY ILI] TOP OF SIAB ..........------ -----------FT:* ---------------------------------------- ----------------....... .......... -------------- .......... -_--------------- ----------------------, I,----------- r LOW WALL a'i —3'-6"A.F.F. SLOPED 27'-0' .1 27'-,.. 16'-0* 27•-0• 79-2- RAMP UP SLOPE-5.75% ------- ------ ------------ _j BB PARKING SPACE! 0 g'-O"-27'-0' -0 3 PARKING SPACES 0 g'-O" 27'-D' 'LO' W-1)" 3'-10',,3'-4"2'7OL 3 PARKING SPACE 0 9'-0"-27'-0" 3 PARKING SPACES 0 g'-G' 27'-0' 10" 3 PARKING S11I ES 0 9'-0'-27'-0" t I,10L 0 0 A.D. aD A.D. ... .............. .......................... ........... 8 S 0- 0- p STO. STO. L m In i .................. ........... .......... . ............................. ---- .......... —TRELLIS \LTRELLIS& PLANER PLANTER 5 5 5 5 3 5 5 3 -3. 5'-3'8.67J'10� 14--g- -a -a -a- .-a.. 16'-8" 29'-0" 29'-0" 2" 29*-0' 29'-0 29'-0" 1 a Jill I-a 198'-6" 77, C PARKING SPAC P ILEV LH " DATE NOTE: INTERIOR DOORS 1, FRAMES SHALL BE HOLLOW 11—: STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL& ELEVATOR N B CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL, PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS FOURTH LEVEL PIAN NOTE: FOR ALL LOCATIONS OF FIRE-RATED O MACHINE ROOM DOORS HALL BE,B,-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ OTHER INTERIOR DOORS & FRAMES SHALL BE 'C,-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK& BIDDING(TYPICAL). SCALE:1/8"=V-0" WALLS,REFER TO SHEET REVISION • REVISED F-R.P.B. =AL (D (D SUB 02.28.2005 A- 198'-6 1 16-8- I, 29*-0 29'-0• I, 18'-2' i 29'-0' 29*-0' I 29*-0" I 16*-8• l'-O ;To 2' 5' 5--3-6'2 1 5--3 "o 5*-3' tma; 53 '-a. 5'-3' $,'-S 14-8 '0. 6�2 27* 4*-2- It-6- V-W. 5'-3- 5'-3* 5'-3- ld"5-3- 5-3- 1�- 5*-3' C-8', 5. -0' -3 ,2. ............. ............. ------------- EME!2E!-- � &EALIC TAIR 2 -10, .a.-O 0. 0. 10" oi-om 9'-0• 0- 7 0, 0 (D (D 70 O 9 I S • -2I1-N.SPACES A.D. o.. -4. 0 0 9'-0' o GO A H 27*-0' 0 I PARKING 27'G' 01 1.--2- 3 PARKING SPACES 9'-0' 27'-0* �-_O. 0 9'-0' 27'-0' 1 PA1111C 11 1,111 0 g'-O' 27*-0* WO1 V RAMP UP TO SIXTH RAMP UP LEVEL 18 SUOPE-639% Z 7 1-17 4• jo -4' • IV-8" 27,-0, 0 *-0 27'-0* 2'.0. W-o' 9.-0. 0" 27'-0' 14'-B' .0" 3 PARKING SPACES 38,-2* W-0, 12'-D* Zz*0 0 ELI 2' a a ELEV. El FV. IOPFN,' 0 To 44 DE310 ELECT )v ;Ty TOP OF SIAB 7 7 RM. TOP OF SLAB �T FIFTH U�TL 0 7'-8' 10 A.0 A717 WEL Et.-30'-O' i a -6. ELEVATOR LOBBY Lul AA z ............. 2' 27 a" LOW WALLF. SLOPED 16'-0• 27'-0• RAMP UP EB 0- SLOPE-5.75% 3 PARKING SPAM 0 9*-0*-27'-0' A0; 3 PARKING SPACES 0 9'-0'-27-0' 3'-10',3'-4' '---0' 3 PARKING SPACE! 0 9* 0'. 3 PARKING SI ACES 0 9*-0'-27'-0' -0' 27'-0' 2%.01 3 PARKING SPACES 0 9'-0'-27'-0' ,2' 0 0 A.D. ...... .......... ........... uj!9 81 a S G a 8 0 0 0 W STO. STO. 0� co lu [Hu �u a. \I-TRELLIS TRELLIS 6W PLANTER PLANTER 6 . .......... :-a Ai -3. 5-3: U5_3 1'-8• 32'-0• -3: �51,:3 "::8': -0 i -• ��1- 5 , I iol 16'-8' 29'-0 29*-0* 18'-2" 29'-0' 29*-0* 29*-0" U3 U6 bAtis JI, ING IVI LEVEL Ea V. NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS S COORDINATE ALL ARCHITECTUR STRUCTURAL HALL BE NOTE: CONTRACTOR TOU ATE E 8 1 EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL PLUMBING AND ELECTRICAL.CML LANDSCAPE DRAWINGS MACHO -LABEL SIZES AS INDICATED ON THE DRAWINGS-ALL To HAVE MLAMI-DARE FIFTH LEVEL PLAN C7 NOTE: F=�RLOCATIONS OF FIRE D OTHER MACHINE ROOM DOORS SHALL BE*9' FIRE-RATED ALL C W1 EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ W REFER TO SHEET A- ER INTERIOR DOORS FRAMES SHALL BE 'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK& BIDDING(TYPICAL). SCALE:118'k--V-0" isoFtTH SHEET REVISION REVISED E.R.P.R. SUBMITTAL G) 02.28.2005 1•-0• 16*-B" I 29r-Q" 29*-Om I, 18'-2• 29'-0' I 29'-0* i, 29'-0' V 16'-B' -01 W-3, •.0 I_ 5--3-6'_ 5. 1'. -3. -a" 5 1 •-a, '-3" -8 -3- 0 4--2- -20 3. 5'-3* t-8: S'-3- 5'-3-6�2'-Or,- 5'-3- C 5'-3' 5* IV-6, 5'-3- 5'-3- 1- IC 0, 5'-3-6�2', K."5'-3- C- 5*-3' V- T-3' 1- 5' 5'rT --j --- ---j"------------'--- jj' - - �� I I .._. I. --- Ila�j m' j-�---�..---j- ----II`p 11 ----I I---1 gym.---II j I °" ........... STAIR I I I I TAER 2 10' 8,-0, -1 W-0, 9-0, _10• s•-O• 10• LJ b, l, a 14 15 16 w • -px _14 2=1 .7 0 0 P4 m AD. A.D.•B•:I .1 1 -0'-27'-0' 16'-2' 9,-0•-27'-(rr do PARKING S._O. 27._0. ES 0 9'-0' 27'-0' -0. 9'-0• _B• 9*-o* 7'-0* 27'-0' 3 PARKING SPACES 0 9' .10 3 PARKING SPACES RAMP UP FROM FIFTH LEVEL j I SLOPE-6.39A b 1-17 8 at la.-O. 27'-0• 2'1)*, 3 PARKING SPACES 0 S'-O' 27'-0' 0 9'-0' 38'-2• 6'-0 12'-0* -0. 27'-0" 'U, -a. Ij IP? 0 IV. EL EV S . F&EV. ELECT' Rm. TOP OF SUB O TOP OF STAR a-, 7'-fl' '0. 27*-0" 10' o A.D. Qk AT BOTH LF.%TL AT ELEVATOR 4474r zs LOBBY I Lp I ti z ..................... ----------- ---------- ........ ....... —.3.-6.A.F.F.SLOPED U) 8. LOW'ALL C7j 27'-0' 7V-2* 27'-W 0 27'-0' `' I ! I I I` N FF RAMP UP . --------------- -------------------------------------- S. SLOPE-575% I BB LINE OF BUILDING ABOVE 16-0 2y0y 3 PARKING SPACa 0 9'- 16'-2' 3 PARKIN ....a, 3 PARKING Sl ACES 0 9'-0*-2r-w at. 3 PARKING SPACE! 0 9'-0'-27'-0' .01 0' 2T-O' -0' 27'-0* 1 C SPACES 0 9'-0'-270 3 PARKING SPACES 0 2' 0 2 0- 18 III AD 0 AD. c6 ........................ ---------- LL 30 36 35 3a 0- Is a G • 37 + 7 o 0 :3 L s ii 1 \J., co F T LL I a7 ...... .... .. ------- ---------- 'IR R.D. - -A= F.D. R.D. R.D. TRELLIS ----------- ---------------- R.D.. BELOW IL _7 ELOW Wk\ t,e(& ,r .. mmmo*1 911. 14*-B' 32*-0• 12*-3' 1.0 J -D. ".-B. 29*-0' 29•-0' 2. 29'-0' I 29*-0. 29'-0* U3 ■ NOTE: INTERIOR DOORS 1,FRAMES SHALL BE HOLLOW METAL: STAIR, ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE [11—: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL. � NOTE: ALU R B GI OR APPROVED E.--ALL CLEAR IMPACT GLAZING. MECHANICAL, PLUMBING AND ELECTRICAL.CIVIL&LANDSCAPE DRAWINGS EMERGENCY GENERATOR. ELECTRICAL, MECHANICAL&ELEVATOR WITH SETH LEVEL PLAN CATIONS OF FIRE-RATED TO 7 MACHINE ROOM DOORS SHALL BE W-LABE1.FIRE-RATED. ALL SIZES A INDICATED ON THE DRAWINGS-ALL HAVE MIAMi-DARE W1 EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED s NOTE: F weaaee S W/ W)L�LR LO OTHER INTERIOR DOORS& FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK-&BIDDING(TYPICAL). SCALE:l/V=V-8" REFER TO SHEET A-30 • NORTH BNEET REVISION REVISED KPLP.Ell SUBbffrrAL 0&2&=5 16'-8' 29*-0" I _29r-0' I, 18'-2" I, 29'-0* 29'-0" 29'-0' I 16'-B" 1-4) I i o L i Fig W-8. cc 8* 6'-B' 4'-10' S'-S' 4'. 0. 6. a' 12" 4*-10* V-8' 6'-S' 4'-10' 2 -8. 6'-8' ?'-1 6'-8 lil lil III ilk I I ; I Iil I ; I :� III S. .'-a a 6'-S' 0'- V-8 W-13, 6'-B* L', 4'-g' v-s' 6-1 1-10 -8. Q'-0' .........—------ A Si STASTAIR 1 AM 2 Go Go I OPEN O CE PLAN i JI TOP OF SIAn SIIlTB FLOOR EL-57*-2, ka 9 3 6'-0' 5'-8' I1'-5, -4, ♦1'-4* 78' r7l —-------- N FUL V. ELI V. 6 7 T ;mw b T z WOMEN ---------- so 8- 86'-6' ...-0- 42'-8' OPEN OF CE PLAN TOP OF SUM A SUM FLOOR BB BB .......... ................. ... I I m ............ ----------- ------ ....................................... --------- :V! 0 4'- s'-10' 6'-8' 6. 1 U 1 4'-.' _me;, co SIXTH LEVEL PARKING BELOW 0. ............. ......... _l_l______.________.'_4—-----I, 18* 2' _2 29'-0" -0' -0" 16, 29' 29' 198*9.=O' 29'-0' 6 E: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE �NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL. � NOTE: ALUM EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL&ELEVATOR 8 CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS S MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MAMI-DADE W"EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ SIXTH FLOOR PLAN NOTE: FOR LOCATION OF FIRE-RATED OTHER INTERIOR DOORS& FRAMES SHALL BE 'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF_WORK& 13IDDING(TYPICAL). REFER TO SHEET A-3D NOT SCALE:1/8 NORTH BMEET REVISION • REVISED E.R.P.H. SUBAUWAL 0 G) 02.2&2005 ED BB II, 16*-B• j 29,-0" 29'-0" j 18'-2" I 29'-0,. 29'-0' j 29'-0' i -ell 6. -1'-6" 1-6• V-6")• -8. '21-1 6.- 6'-s' ?,-a: 6.-B. '2._C� 6.-B. 4'- 6'-B' V-10' .7"0:4'-10" 6'-B' 4'-0') 1'-8" -10' 6*-S" •2'-0, 1--l' 6'-B' 14-8* 2-10 Q'7 -,G� 4-9 4-9 Q:4'-10* 6'-B 4' ------------------------ --------------- I-A" I ---------1----------- .................. 7........... A ST ARi 1 o AIR 2 7 -------------------------- ------------- ------------------ —--------- ------- ..................... V, 00 .......... .............. OPEN OFF1;E PLAN 00 10CPE)F, B SEYENFH FLOOR z TOP OF S B EIGHTH FLOOR Gh ddAA A�-------------------------------------- L-17 9d•-10• at 6'-0' 5'-8' 11•-5 3'-3' 41'-4- 1_4,� 713, 7. 1 ---------------- ------------------------ ......-------------------- _4------- MFN El- O O F -1 ol ? 7 M om o n 1 6'-10">J)�39' 6'-4"3'-g" 12'-6" z C. Rm. WOMEN ------------ ----------- ........................ ...... ---------------- 8. 86'-6' 68'_0_ 42'-8" OPEN OFFICE PLAN �121 ff�I lEl H FMOR 3 P EIGHTH F=R o -1 ---------------- TEil:pl TY11L�l -------------------- ----------------------------------------- -------------------------- BB 1-16 m6w --- --------------------- ---------- ------- W Lu if V-61 15- 6. 4'-g' 6'-8' 4'-9- 114- 6'- -8. -0" W-13' 4'-0 6 8' G.- -0" -8" '-10' 0 ,0.4' 4' 6' 4 8" 4L_O 0, ca SIXTH LEVEL PARKING BELOW '3'wt I J111 i i I . 'Y.. ..............- + ----------------------------------------------- .................. . ......................... ............................................. Ll -------- 29'-0" 18'-2" 29'-0' 29'-0' 16'-8' 29'-0* 291-0 :1-" 1-0" OATE ELEV. ------�wo to 1 jli!o gm L_Sk" OATE NOTE: INTERIOR -0 S& FRAMES SHALL BE HOLLOW METAL: STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, M C .1 EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. WE HANICAL. PLUMBING AND ELECTRICAL, CIVH_G&LANDSCAPE DRAWINGS MACHINE ROOM DOORS SHALL BE B-LABEL FIRE-RATED, ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MLAMI-DADE / EACH OTHER.ANY DISCREPANCIES TO BE OORDINATED W/ SEVENTH & EIGHTH FLOOR PLAN NOTE -11 ALL LOCATIONS OF FIRE-RATED OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). WALLS, REFER TO SHEET A-30 • SCALE:1/8--1'-O" NOR7'f{ SHEET I REVISION REVLRED E.RP.B. SUBMITTAL 08.2B.E006 I CC I DD I I � I I � I A-19 I e-m 1-CI 198'-6" 29'-0" 29'-0" 18'-2' 29'-0" I, 29'-0" I 29'-0" 1 16'-8" 1'-O-*-- I I , ,ti T1R of rARAPer rAU. •� OVERFLOW SCUPPER OVERFLOWI SCUPPFA OVERFLOW'I SCUPPER OVERFlAWI SCUPPER OVERT SCUPPER �•�-2 N.f..Y.D. WERROW SCUPPER OVERFLOW SCUPPER C •I•� I.D. R:0. R'.D. R:D. R:D. RD. /R.I. 0 � W TYPICAL CRICKET ICI I I W ® i TLAT lOOF ( i STAIR 2 STAIR 1 I TOP De 11 2 a RxF I \ O E4.91'-2 N.GAUL I I o - i - 84' 4" p 26'-6" 66'-2" Z e0 o • M ' I I M e-D i i I I i I A-17 I I HI w ELEVATOR NE ROOM TOP OF I I I SIAR • I i .a /FLa9+'-0'N.U.V.p. � I COOLING C(:D TOW ERS ❑T �rP of suR a R00? ❑N.G1'D. ❑ / I C I I ID I I m I m ,44 n _ .-------- '---------------.i.--- z MTL. LOWER ENCLOSURE — I I I m I I I I I TOP OF PARAPET BALL 1 I BB 1-10 197'-2" ( I I I �y ror OF rARAREr eAU. Q a ----------------- ------- ------'---------'-....------ ---------- ----.--'-------'-'-------._._._.—. a 'I w 5 1 j i� II it/:i U •1 i 3 ff W yj I~ � 8 r x : i i I iv `i i Q Q i I 1 N�. / R GBH W / OOF i m R \ t i i F i+ µii s G `t i� i ii 0 / , i i i; : I : i' , • i •i rY J -.w1......, •,.,..,,...,---... _4_n. / .�s-��.�..-...----.,,..rx.,M,,.-:...._---.,.-..:n..,,,m...� - T. ,...R,..,�,:.�::x� � ..,,.,. SRELOWS v- - I i yy,Ip�t of � j r �y Mi 16'-6" I 70'-5" 32'.0 I 5�3' 52'-3" 16'-6" r��I Ar 29'-0" ML 18'-2" I 29'-0" 29'-0" I 29'-0" I I6'-8' 1'-0"I�, tt ♦„ 198,-8, I CC O DD A-1e e-1e rm O O O O O O O O OATS t vcvrn�mnaln ROOF PLAN NOTE: FOR TYPICAL DETAILING, PARAPET,OVERFLOW SCUPPER.AND NOTE: CONTRACTOR TO COORDINATE ALL RIC L, CIVIL STRUCTURAL. BMEET ROOF DRAIN DETAILS. REFER TO SHEEP A-}I. MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS SCALE:1/8'-V-0" W/EACH OTHER.ANY DISCREPANCIES TO BE COOR0INATED W/ NOB:TH ARCHITECT PRIOR TO START OF WORK& BIDDING(TYPICAL). A-�� REVISION REVISED E.R.P.B. SUBNHTAL OL28MOB TOP TEL�flg�8'(;.S, I WglN'G T-- — — — — — — — — — — — — — — — — B OF SLAB AT STAIR ROOF (D G AT STAIR ROOF 14-41=LL 1-�414j- .1 4�- 4-4 =L� 4-4 -4 1-�4144-14-�1 t ' CONC. SLAB F SLAB :F.I F' AT ROOF EL_TOP 79'-10* L 7 OF C.i;E SLAB SLAB AT EIGHTH FLOOR I AT EIGHTH FLOOR n1l fil m I 11 0 -1 >4 rA F7 M PIP TEOLF '-6Ne EL 6 AT SEVENTH FLOOR T.R±.FB'001"IC. SLAB OF '0 SLAB G) AT SEVENTH FLOOR Ey O 00 TEL +57._2..E_C FEL.�+57'-2"' 0 ON OF SLAB F NC.SIB AT SIXTH FLOOR OPEN OPEN OPEN AT SIXTH FLOOR OPEN OPEN OPEN OPEN M OPEN TOP 4,1'-1 iO 7 Tf F7 t�I rrl rt-1 -tt -t-1 I-tt -tt Itl I--tt It-t,1 1+4144- _L I I I I I I I I I 1 1 7 QT7T CO-10 . Z SLAB AT SIXTH LEVEL LLI LLI I I TOP±"4 OPEN OF 3�NC.SLAB lJJ I.......... (DBEYOND AT SIXTH LEVEL • TE.Lp — — -- — — — — — — — — — 01 GONG.SLAB --- --- ----- -- --- OPEN AT FIFrH LEVEL TEL.+36 0" S, OPEN V, B BLDG :��----------- AT FIFTH LEVEL H TOP 3'_-2 C OF F SLAB AT FOURTH LEVEL OPEN I Pk II Ir:OPEN TOP OF GONG.SLAB III AT FOURTH LEVEL -04 ELF "-TO" I D V SLAB T-1 11 11 11 11 11 11 AT THIRD LEVEL OPEN BEYOND E ca .L P ;'4 AT THIRD LEVEL T OF V NG SIB OPEN EL. '-6 : TOP OF C.NC. SLAB AT SECOND LEVEL ------------------------------ WAGE------- --------RETA SIC I RAMP UP ------------------- RETAIL SIGNAISHE-------- r RAMPDN. FL. 0 T.� F"�11"4.SLAB CROSS=U •EL T.1 CONC.0 SLAB /71 AT RAMP ...1 EL. TOP OFLCONC. SLAB G)_j TOP OF GONG.SLAB AT GROUND LEVEL AT GROUND LEVEL (EL. N.G.V.D.) --------------- — — — — — — (EL. +13'-9"N.G.V.D-) ---------------------------------------------------------------- ----------------------------------- TOP 0 ------------------ OF C LIS 0 AT BASEMENT LEVEL -0 g SLAB TOP V OF M SLAB '0 L---------------------------------------------------------------------------------- . AT BASEMENT LEVEL 0 co co FINISH&COLOR LEGEND WEST ELEVATION (FRONT) Ql TYPICAL STUCCO COLUMN FINISH: PAINT- BENJAMIN MOORE HC-39 PUTNUM IVORY SCALE:118•=1'-W TYPICAL PRE-CAST CONCRETE TRIM,CORNICE,AND OENTL FINISH: "g PAINT AL BENJAMIN MOORE HC T39 PUTNUM IVORY NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE. STRUCTURAL TYPICAL STUCCO WALL FINISH: PAINT BENJAMIN MOORE HC-58 JUMEL PEACHTONE MECHANICAL, PLUMBING AND ELECTRICAL. CIVIL& LANDSCAPE'DRAWINGS * -x 7 M W1 EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ ARCHITECT PRIOR TO START OF WORK& BIDDING(TYPICAL). re TYPICAL STUCCO WALL FINISH: PAINT BENJAMIN MOORE HC-44 LENOX TAN j TYPICAL STUCCO WALL FINISH: PAINT BENJAMIN MOORE HC-51 AUDUBON RUSSET TYPICAL ALUMINUM METAL RAILING: PAINT- BENJAMIN MOORE HC-128 CLEARSPRING GREEN O TYPICAL ALUMINUM FIXED WINDOWS & DOORS: WITH CLEAR IMPACT GLAZING, PAINT- BENJAMIN MOORE HC-128 CLEARSPRING GREEN CLAY BARREL ROOF TILE SATURNIA STONE- SAWCUT&FILLED DATE TYPICAL PRE-CAST CONCRETE BALLUSTRADES: PAINT- BENJAMIN MOORE HC-39 PUTNUM IVORY TYPICAL PREMANUFACTURED MTL. LOUVERS: PAINT- BENJAMIN MOORE HC-128 CLEARSPRING GREEN TYPICAL STUCCO WALL FINISH: PAINT- BENJAMIN MOORE HC-39 PUTNUM IVORY SHEET REVISION REVL9ED E.R.P.EL SUBMITTAL 02.28.2005 EL 199'-B" EL. +99'-8' TOP OF CONC.SLAB TOP OF GONG.SLAB AT STAIR ROOF O III li, O O AT STAIR ROOF•mom_7E.L, 111'F-2N 1�41:p7-i 4-4 4�-1-41 jj-1�41 4�-1-�41 4-�1-�41 44-1441144-14-4144-14-41 4�-1�41 4�-1 1 4�_1;41 1 VT 1 4�-1141 44-14-41 4�-1141411 =141-14-4144-1 t4l 1�41 44-1114144-1 L41 44-1141 4�-T;l�T�41_�4.1141 4�_1�41 L I'l'-.1'G. S 0 LAB OF E 0 SLAB AT ROOF iL�E L' Imil Jill n!Jill 11111111111111 EL. +79' iy OF E.NC,SLAB TOP OF CON066, E AT EIGHTH FLOOR AT EIGHTH 0 TEL I 2i OF CONC. OF C'SLAB �14 AT SEVENTH FLOOR AT SEVENTH FLOOR co TOP EL iE_LP 57-2," C.IC OF AT SIXTH FLOOR (D G AT SIXTH FLOOR 1 44 SLAB Till r T Z -ti tff I 1-ti tf-I t-ri -n-I�_rl Tt_I�tl tt-I�tl tt-I�tl Tr I rtl tr I"I tt'l 11 11 11 11 11 11 11 11 11 11 11 11111 11 11 11 11 11 11 11 11 11 11 11 11 11 1 11 11 11 11 11 11 11 11 11 11 11 11 11 All 11 11 11 11 11 11 11 11 Ti tt-1 f TOP OF CONC.SLAB 5 4L4 OP OF F NC.SLAB AT SIXTH LEVEL L- — — — — — — — — - I - — — — — — — — -- :EIUP '0* OF CONC.S. AT FIFTH LEVEL ELPF CON±3 "0 AT FIFFH L EVEU SLAB 0 OF CONC.SIB AT FOURTH LEVEL 7 ofL,'±2 — 0 f�\" 7 t 1P'3' ------------ C OF 4 SLAB ln4 -5t II I AT FOURTH LEVEL ID EXHAUST FANM — — — — — -- - — TEL ll" DP± OF CON". AT THIRD LEVEL 1 4111 1' 1111 z SLAB AT THIRD LEVEL ppl' 0�EOLP 'E-_4 `H TEL� 5 ±19 OF ON OF C.Nr. SIB AT SECOND LEVEL 0 TEL. G, OF CONC. 4 AT SECOND EEL —4` CROSS__._... _ ___._--__ +•`+'.`_";, —_ THRU 0" L OPEN OPEN OPEN -6-PEN— OPEN OPEN 'TOP:LOF�DIC.SLAB AT RAMP EL. 0'-0" EL 0TOP%11CONC.SLAB -91 TOP OF CONC.SLAB AT GROUND LEVEL AT GROUND LEVEL Q N1 (EL.�13'-g N.G.V.D.) _____________________1_______-__-___---____11_______________- (EL +13'-g"N.G.V.D.) Q II ------------------------------ FEL, E3'-0 LLJ -------------------------------------------- 0 ONC.SLAB AT BASEMENT LEVEL EL. (-) 10•-0• TOP OF CONC.SLAB AT BASEMENT LEVEL C) < m FINISH&COLOR LEGEND EAST ELEVATION (REAR) 3 SCALE:1ffl�1'-0" (D TYPICAL STUCCO COLUMN FINISH: PAINT- BENJAMIN MOORE HC-39 PUTNUM IVORY In TYPICAL PRE-CAST CONCRETE TRIM, CORNICE,AND DENTIL FINISH: PAINT- BENJAMIN MOORE HC-39 PUTNUM IVORY NOTE: CONTRACTOR TO COORDINATE ALL ARCHFEOTURE,STRUCTURAL TYPICAL STUCCO WALL FINISH: PAINT- BENJAMIN MOORE HC-58 JUMEL PEACHTONE MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL&LANDSCAPE DRAWINGS W/ EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ ARCHITECT PRIOR TO START OF WORK&BIDDING (TYPICAL). O k TYPICAL STUCCO WALL FINISH: PAINT- BENJAMIN MOORE HC-44 LENOX TAN :_ TYPICAL STUCCO WALL FINISH: PAINT - BENJAMIN MOORE HC-51 AUDUI30N RUSSET '�k O TYPICAL ALUMINUM METAL RAILING: PAINT - BENJAMIN MOORE HC-128 CLEARSPRING GREEN TYPICAL AL ALUMINUM FIXED WINDOWS&DOORS: WITH CLEAR IMPACT GLAZING, PANT- BENJAMIN ORE HC-128 CLEARSPRING GREEN C—BARREL 1.01 TILE O SATURNIA STONE-SAWCUT& FILLED 4[,',oATr TYPICAL PRE-CAST CONCRETE BALLUSTRADES: PAINT- BENJAMIN MOORE HC-39 PUTNUM IVORY TYPICAL PREMANUFACTURED MI LOUVERS: PAINT- BENJAMIN MOORE HC-128 CLEARSPRING GREEN uueame TYPICAL STUCCO WALL FINISH: PAINT - BENJAMIN MOORE HC-39 PUTNUM IVORY � . � REVISION ' —PEV119ED | SUBAUTTAL TOP OF CONC, SLAB AT STAIR ROOF (D 0 C SLAB AT ROOF �Tk CIO AT EIGHTH FLOOR | ! ' ° ' | / | ' ' __ -_ ' --' ---'----- | | OF CONC+1111 AT SEVENTH FLOOR AT SIXTH FLOOR 44 06 ' ' � . ' � ` AT SIXTH LEVEL ° I OPEN OPEN OPEN OPEN TRELLIS | | ' - L-J \ AT FIFTH LEVEL OPEN TRELLIS OPEN OPEN OPEN AT FOURTH LEVEL BEYOND BEYOND OPEN OPEN OPEN OPEN TRELUS TOP OF CONC. SLAB AT THIRD LEVEL OPEN OPEN OPEN OPEN AT SECOND LEVEL I OPEN OPEN AT CROSS THRU ARCADE AT RAMP BEYOND TOP OF CONC. SLAB AT GROUND LEVEL iE AT BASEMENT LEVEL 0 3: co FINISH&COLOR LEGEND NORTH ELEVATION TYPICAL STUCCO COLUMN FINISH: PAINT- BENJAMIN MOORE HC-39 PUTNUM IVORY° SCALE:1/8--l'-O" TYPICAL PRE-CAST CONCRETE TRIM, CORNICE.AND DENTIL FINISH: PAINT_ BENJAMIN MOORE HC-39 PUTNUM IVORY 140TE: CONTR—ACTO TO COORDINATE ALL ARCHITECTURE, STRUCTURAL. ECHANICAL PLUMBING AND ELECTRICAL CIVIL 8, LANDSCAPE DRAWINGS TYPICAL STUCCO WALL FINISH: PAINT - BENJAMIN MOORE HC-58 JUMEL PEACHTONE r i W1 EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). TYPICAL STUCCO WALL FINISH: PAINT - BENJAMIN MOORE HC-44 LENOX TAN TYPICAL STUCCO WALL FINISH: PAINT TYPICAL ALUMINUM METAL RAILING! PAINT - BENJAMIN MOORE HC-128 CLEARSPRING GREEN TYPI AL ALUMINUM FIXED WINDOWS& DOORS: WITH CLEAR IMPACT GLAZING, PAINT- BENJAMIN MOORE HC-128 CLEARSPRING GREEN 44" CLAY BARREL ROOF nLE TYPICAL PRE-CAST CONCRETE BALLUSTRADES: PAINT- BENJAMIN MOORE HC-39 PUTNUM IVOW , , ^ ^------ TYPICAL STUCCO WALL FINISH: PAINT- BENJAMIN MOORE HC-39 PUTNUM IVORY SHImor � REVISION REVL9ED E.P-P.EL SUBMITTAL 02.28.2005 • EL. TOP OF CONC. LAB AT STAR ROOF S (D - - - - - - - - - - - - - EL t9l' 2 7.P OF CONC.SLAB r r AT ROOF — — — — — — - ---- - — — — — — TOP OF CO S'. AT EIGHTH FLOOR 12 i 12 — EL 7. AT SEVENTH FLOOR G 00 TEL 7 5 OF CONC.S'. AT SIXTH FLOOR 06 — — — — -- - — — — — — — -- — — -- - — — — — — — -- — — — — EL.144•-4"— TOP OF CONIC SLAB OBEYOND AT SIXTH LEVEL OPEN TRELLIS 19 19 EL. Im, +36'-0' TOP OF CONC.SLAB AT FIFTH LEVEL OPEN TRELLIS 17 OII (D EL. ±27 O i li Ili II TOP F G.NC. SLAB AT FOURTH LEVEL OPEN TRELLIS EL.+19'-4* cc cc - - — — — — — — -- z TOP OF CONIC.SLAB AT THIRD LEVEL EL.+11'-0' TOP OF CONIC.SLAB AT SECOND LEVEL ARCADE O^ (D (D 01 L ------ :E O' SIB AT CD LEVEL < _-L------------------------------------------------------ (EL. +13'-9"N.G.V.D.) C6 0 iElF�.-1"-o' D ,MNE SLAB Lu AT BASEMENT LEVEL 0 <w!�g 0 z U) FINISH&COLOR LEGEND SOUTH ELEVATION Ol TYPICAL STUCCO COLUMN FINISH: PAINT- BENJAMIN MOORE HC-39 PUTNUM IVORY SCALE: TYPICAL PRE-CAST CONCRETE TRIM, CORNICE,AND DENTIL FINISH: oat, PANT- BENJAMIN MOORE HC-39 PUTNUM IVORY NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTUIE, STRUCTURAL, TYPICAL STUCCO WALL FINISH: PAINT- BENJAMIN MOORE HC-58 JUMEL PEACHTONE MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL& LANDSCAPE DRAWINGS EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ PANT- BENJAMIN MOORE HC-114 LENOX TAN ARCHITECT PRIOR TO START OF WORK &BIDDING(TYPICAL). All TYPICAL STUCCO WALL FINISH: P I TYPICAL STUCCO WALL FINISH: PANT - BENJAMIN MOORE HC-51 AUDUBON RUSSET TYPICAL ALUMINUM METAL RAILING: PANT- BENJAMIN MOORE HC-128 CLEARSPRING GREEN OO TYPICAL ALUMINUM FIXED WINDOWS&DOORS: WITH CLEAR IMPACT GLAZING, JN PANT_ BENJAMIN MOORE HC-128 CLEARSPRING GREEN CLAY BARREL ROOF TILE LI of SATURNIA STONE:- SAWCUT& FILLED DATE TYPICAL PRE-CAST CONCRETE BALLUSTRADES: PAINT- BENJAMIN MOORE HC-39 PUTNUM IVORY TYPICAL PREMANUFACTURED MTL. LOUVERS: PAINT- BENJAMIN MOORE HC-128 CLEARSPRING GREEN TYPICAL STUCCO WALL FINISH: PAINT- BENJAMIN MOORE C-19 PUTNUM IVORY NEW OFFICE BUILDING FOR JEFFREY J. WEISS 7211 S.W.62nd AVE. SOUTH MIAMI,FLORIDA (305) 448-9989 t INDEX OF DRAWINGS ARCHITECTURAL -_______..._.- _--_---_--.._..---__-_-___-'_.._------------------------ COV INDEN OF DRAWINGS AND CONSULTANTS A1 E MSTING SURVEY,DEMOLITION PLAN.AND NOTES A2 HITE PLAN AND NOTES M BASEMENT LEVEL PLAN AND NOTES M OHOUND 1,EVBL PLAN AND NOTFB AA SECOND LEVEL PLAN AND NIrCFH ------.------------.------------------- ___-. .A.e T®BD LEVEL PLAN AND N01F6 h] FIFTH LE EVEL PL AND NOTES --------------- .--..-...--.. ...2m;.-_-_ .... -...-"--.---.-..--.--.---.... -----......-- •--..--.-...--..__ .... AA LRV6L PLAN AND NOTFB._.. ..........- .. .-..___.. .....-.._. ........... ..-....-... ..... ....._... .......-..- ---- .......... _ A.10 8DITH FLOOR PLAN AND NOTES .. ........... f----.-- .......... f-------- .......... .......... .... ........... .......... .... __ 8 ROOF P R&FAND NOTES R PLANAND NOPPA Ill Ill ........... .... E81'EHIOH BUILDING ELEVATTONAND NOIFB A14 EXTEHIOH BDILDINGELEVATT ONANDNOTES h18 EATERIORBUD•DINC ELENATTONANDNOTES ............ ............... �..--..--..- ...... --. .. --... •.•••• ...... ...-.- ..- h18 EA1'CEIO8811D.DINGELEVATTONAND NOlEB __-.-- -.--.--- A.17 Bl1II.DING BBCTTON M ..... ---------- .-....._. ..... ........... ......... ......... ---------- --------- .._....... .........-. ....- ........_ _.. ......... A18 BUH.DIN 09fiCTTON"BB" ........._ ._._.... ........... -_...._. .--- ........... .._..._- A.20 DUILDINC RECTTON'DD" --------- ------------ ---.---.--- .-..--.. ......_-..- _.-...--..- ---.. ----------I -.--------- ---- -------- A21 DV[LDING RECl'ION'EE` ..............................._...__-------------------- ..-...-...........-...-............------------.............-. ..........-- ......................__......------------------------_---- ------...._.-------- ... -----..-....____.............._ ....._._....................-........------------------_._ A32 TYPICAL EATEB[OB WALL 9ECTTON9"A"&'D" '--' "-' AIR TYPICAT.FRTT,RIOR W 1 H A.2{ STAIN SECTIONS ,...,.. ....•... .......... ..,.. ,.......... •......... .... A RTAia aI BECTTON ..... ..... ........... .... .......... .....--'-. ..... ---°-- ... ... .......... .... ..... .... ..... .... ._. ... .... AS] HTAIR02HF,1TfDN [{ ... ... ... .... ... ... ... ... ..... .......... ..... fy I�' `EE ...... h98 BTAIN iI SECPION MB TOILET ROOM PLAN&ELEVATIONS(SIX TO EIGBTIT.00BB) ..._.. ..... . .......__.......... ........................ .......... AdB TOILET R OOMP LAN&ELEVATIONS(GROUND FIo0/BETA[W TYPICAL .. WALL DETALIB&NOITffi TDO1Si ------- ----------- ------ STRUCTURAL &1 FOUNDATION i BASEMENT FigOH PRAADNO PLAN -_--..- --___--- RS EMNU FLOOR FRAMING MAN NRA NF.Gf1NO FIA1f1R FRAMINOI`IAN O O O .... O O O O -.--_- .-....... ..._.-. - O O O O O O THIRD&FOURTH FL00H FRAMING MAN F: .: ::,_ _•;; .... ..... ..... FLOOR PBAAffNO PLAN 'i r ... .. .. y ..... .... ... Dili' �•['.- - ;£ - k -t - � ., AA RRCKT 1 RTTARA&RROAONR qf ;:. ..... ... ... &0 REINPOHCMn DRTAnJq&SELTIONS ... .. k ;,� - _ _,J'. &10 ARTNP/IRCINO ARTARA i RF.(TIDNR ........... .......... ..-...... i ,-: i k ,.. &11 FILE CAP DEI'ARB "f.i.?•6 J,..-.;:,,. -::�k .: :: ::. T ...................... ....................... // &18 NOTES&DETADB N&ORTMA M E CHANICAL /� MS G80T1ND P[AOH-MECHAMCAL PLAN MA THIRNOFIAN)R-MRGRANI L PLAN M.{ TiT1AD FI.fN1A-MRC.AANIPAI.PLAN - _ �' -, ..t�1 ] ;_1� � i �- =;;�,: �;3_: s::l'• _ _a_ 1� '•',t_c ' 1 MA FOURTH PLOOH-MECHANICAL PLAN MA PGTR FIAIOR-MRCHANICALP1AN M.7 NIA THRU MOAT FLOOR-MRCRANICAL MAN ......................_.._.._-._._..... AIA HOOF-MECHANICAL PLAN M.B SCHRGULRS,DETAILS&SECTIONS ..................................... M.10 HCItF:11111.FR,DRTAAR&NR(TIf1NH ' IH.1 SCEDHEDULES,DETARB&NECTIONS f = ::': .. .. ...... ' - M.12 2 BC M DPT RA&BULER,DETAILS RECITONS PLUMBING ...• L .: �I - :1 � .l:`�• P.1 BASEMENT LEVEL_PLUMBING PLAN I [ P.2 (.ROUND FI.f1fIR-PI.IIMXTNG PLAN PA HEM"FIIIDR-M UN1RING PLAN PA THIRD FLOOR-PLUMBING PLAN PA FOURTH.. ..: FLOOR PLUMBING I'I.AN PA FIFTH FLOOR PLUMHINO PLAN . .:. .:. :. ..: .. -PLI]A®Q,'G PLAN XX '...:� .._.... .. ..: .. .. .. .::.. .. ..... ,. P.7 SDI TAHU®CRT FLOOR FIRE PROTECTION PP.1 BASEMENT LEVEL-PBR PBOTELTfON PLAN FPA GROUND FLOOR-FIRE PHOTECTTON PLAN S T R E E T E L E V A T I O N FT.i RHOONFLOOR -REP PROTECTION PLAN PTA FOURTH FLOOR FIRE PH ROTE PROTECTION P N _ FPJ POTIH771 FL00H-FIRE PROTECTION PLAN FPA FIFPHFLOOH-PIREPROTEUTONPLAN PP.7 SIR THRU EIGHT FLOOR-FIRE PROTECTION PLAN FPA ROOF-FIREPROTECTIONPLAN PPA ORTAITA&NOTES ELECTRICAL F„1 HA IEMF.NT LTIM-F.I R(,, ICAL MAN E] GROUND FLOOR-ELECTRICAL PLAN E.A SECOND FLOOR-RLRCTBICAL:N f Ew TEIRD FLOOR-ELECTEICAL PLA .A\YAlii t!)?Ii EYB Ed PDTJHTH FLOOR-ELECTRICAL PLAN>>” d1f I EA FIFTH FLOOR ELECTRICAL PLAN + !\{ E.7 SIX THIRD MOST FLOOR-RIAC, ICAL 21,%g i EA ROOF ELECTRICALPLAN EA F.I.P.fTRICAI.NCARDUI.F:H&N(TPY F..10 ELECI'RTCALNCHRDUf.EN&NOR, E.. ELECTRICAL SCH®ID.E9&N(rfS9 FeiA�"+'. 'ii N-;1VlY E.12 F.I.Ef.TRIf:AI.ORTARR&Nfh^y, `�S _ ,y �. �,, •I E.18 ELECTRICALRCIINDULE&DET C.1 PAVING,GRADING&DEAHLYiE I'LANf CONSULTANTS DATES&REVISIONS CIVIL i 4' 1 CA PAVING&DRAINAGE DE"=Z' ' V V CA UM.TTV MAN PERMIT&BID SET qAi yN LANDSCAPING 'o+ I F LI LANDBGAPERITEPLAN 'ppy .° , STRUCTURAL ELECTRICAL/MECHANICAL/PLUMB AND E.R.P.B.SUBMITTAL ELECTRICAL/MECHANICAL/PLUMBING CIVIL LANDSCAPE IA IRRIGATION SITE MAN tb, •i .", ZVONIMIR T.BELFRANIN,P.E. GUERREROlGONZALEZ ZAMORA&ASSOCIATES,INC. GEOMANTIC DESIGNS,INC. 01-28-05 ES CONSULTING STRUCTURAL ENGLNEER ENGINEERING,INC. Jerry Zamora,P.E. ROBERT PARSLEY,A.S.I.A. P,E#88074 Michael C.Guerrero,P,E. Civil Engineer 8800 S.W.$let street E.R.P.B.REVISED SUBMITTAL#1 4888&W.74th Court Mechanical Eng•Lic.P18288 EB#0008781 Miami,Florida 88148 PJB ASSO CIAT P Miami,Florida 88188 Rafael L GonBalea P.E. PE#44E07 TeL(800)088-8888 02-28-05 Tel.(808)08&0288 Electrical Eng•Li..013057 11410 North Kendall I>rlve,Suite#802 ) 4800 SW 78rd Avenue,Smite alo7A Mind,Florida 73-7 0 88176D" 178 E.R.P.B. REVISED SUBMITTAL#2 ARCHITECT Miami,Florida 88188 Tel.(808)278-7803 TeL(2D&,282-6844 03-28-05 2990 SW 35TH AVENUE MIAMI,FL. 33133 AA#0003085 (305) 448-0710 REVIBIOw ... .... E.RP.B. GENERAL NOTES LEGAL DESCRIPTION Bu$sMr.2006 LOTS B THRU 11,BLOCK 1,°REMED ✓ E.R.P.B. POINCIANA PARK',ACCORDING TO THE i 1\ SUBMITTAL 92 1. AUK DOCUMENTS A201. 'GENERAL CONDITIONS OF THE CONTRACT FDR CONSTRUCTION. 20. CONTINUED PLAT THEREOF,AS RECORDED IN PLAT " 08.98.8008 LATEST EDITION, "SD IS HEREBY INCORPORATED INTD THESE DOCUMENTS.HALL GOVERN ALL WCRK UNDER THIS CONTRACT AND SHALL APPLY TO ALL TRADES AN B. ALL ABOVE UTILITIES SHALL COMPLY WITH F.B.C.AND ALL APPLICABLE BOOK 41,AT PAGE{l,OF TAE PUBLIC LOCAL CODES. RECORDS OF MIAMI-DARE COUNTY, ,.. 2. A ALL WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL CODES,THE LATEST FLORIDA. ,F _-,... :„ EDITION OF THE FLORIDA BUILDING CODE(HEREIN ALSO REFERRED TO AS F.B.C.), C. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES,OVERHEAD AND UPDATED LOCAL ZONING ORDINANCES. AND UNDERGROUND,PRIOR TO CONSTRUCTION AND COORDINATE WITH ARCHRECT/OWNER PRIOR TO START OF WORK. 4 B. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS 0. ELECTRICAL POWER,TELEPHONE.WATER AND CPS SHALL BE RUN UNDERGROUND.` AND NOTIFY THE ARCHITECT OF ALL DISCREPANCIES OR NEEDED INTERPRETATIONS PRIOR TO COMMENCING CONSTRUCTION. ALL TO BE VERIFIED WITH ARCHITECT/OWNER. THE CONTRACTOR SHALL COORDINATE u '-� ..z •.<-• .-�.aLyX.� r h?>L 3C ,V�s i TIE-INS AND SERVICE WITH UTILITY COMPANIES PRIOR TO START OF WORK. ° .....Vi,A„ LOCATION MAP t s.) ,r -x. .. ,. --..---`.......,..:,«•., ::s...... . ::: .. ';.4:'.' aa:....,. f w C. IF AN EXISTING CONDITION OF THE PROJECT IS BEING BLOCKED BY THE NEW 21, ALL PREMANUFACTURED ITEMS SUCH AS RAILINGS, SKYLIGHTS, EXTERIOR WINDOWS AND ® °•l.bE'Ri:•>w s 4�vXa' a:�gw4•!.?,) "T� -". �`: Y >ii-Y`.0 a"snv CONSTRUCTION AND R IS NOT SHOWN ON THE DRAWINGS,CONTRACTOR TO n..f >6 .to GA - - " ..... DOORS, BUT NOT LIMITED TO THESE,SHALL BE UNDER A SEPARATE PERMIT. GENERAL r I„q ,, •n s 2 ) a'a a" b.�n4' RECEIVE APPROVAL FROM THE ARCHITECT TO PROCEED W/CONSTRUCTION PRIOR o a ^ C T THE START OF CONSTRUCTION. ONTRACTORS AND ANY SUBCONTRACTOR PROVIDING THE ABOVE ITEMS SHALL PROVIDE _ O SIGNED AND SEALED CALCULATIONS AND SHOP DRAWINGS. ALL SUBMISSIONS SHALL BE 3. OMISSIONS FROM DRAWINGS AND/OR MISDESCRIPTION OF DETAILS OF WORK WHICH ARE ACCORDING TO N.F.P.A. 101 AND LATEST F.B.C. FOR A/E APPROVAL PRIOR TO MANIFESTLY NECESSARY TO CARRY OUT INTENT OF DRAWINGS OR ARE CUSTOMARILY FABRICATION AND ORDERING. ALL MANUFACTURED ITEMS SHALL SHALL MEET HIGH ari PERFORMED SHALL NOT RELIEVE CONTRACTOR FROM PERFORMING SUCH OMITTED OR VELOCITY HURRICAN ZONE(HVHZ) PRIOR TO ORDERING AND WORK,TYPICAL > 0 `° F� MISDESCRIBED DETAILS OR WORK, BUT SHALL BE PERFORMED AS IF FULLY AND THROUGHOUT PROJECT. Ism. ��` C'�.'T) :iD i.,•Caa \a R'�f5 '(` �dy CORRECTLY SET FORTH AND DESCRIBED IN DRAWINGS USING MOST APPROPRIATE METHOD,WITH FINAL APPROVAL ISSUED BY ARCHITECT TO ALLEVIATE CONFLICTS OF 22. TYPICAL THROUGHOUT PROJECT: WHERE SLOPE 15 INDICATED WITH AN ARROW. II "� :�r f}> ..s:, t .a•# 6. E %.'s u.-'y :[ uiv. f F.j SCHEDULING. DRAWINGS,DETAILS,AND/OR SPECIFICATIONS&CONSTRUCTION COSTS. CONTRACTOR TO PROVIDE 1/4'PER FT. MIN.SLOPE OR AS NOTED. r' i < 4. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY 23. ALA DOCUMENTS A201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, MECHANICS SKILLED IN THEIR RESPECTIVE TRADES. LATEST EDITION, "SHALL GOVERN ALL WORK UNDER THIS CONTRACT AND SHALL APPLY TO ALL TRADES AND IS HEREBY INCORPORATED INTO THESE DOCUMENTS. j 8 _� V„„ yg .� •`v ._ k,, q,.3,Ay. y 5. CONTRACTOR SHALL BE RESPONSIBLE FOR QUALITY AND PERFORMANCE OF ALL MATERIALS,APPLIANCES,AND WORK. ALL MATERIALS, EQUIPMENT,AND SYSTEMS SHALL 24.ALL WINDOWS AND DOORS TO HAVE MIAMI-DADE COUNTY APPROVAL WITH IMPACT CLEAR 9I: x• #S BE INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE STANDARDS AND GLAZING. > acl at 3 MANUFACTURERS WRITTEN SPECIFICATIONS, INSTRUCTIONS,AND RECOMMENDATIONS. 25.THE PLANS AND SPECIFICATIONS ARE NOT INTENDED TO DEPICT EACH AND EVERY DETAIL. 6. THESE PLANS MAY BE USED ONLY UNDER SUCH CONDITIONS IN WHICH ALL APPLICABLE AS THE PARTY IN THE FIELD,THE CONTRACTOR IS IN THE BEST POSITION TO VERIFY THAT SAFETY LAWS, RULES,AND REGULATIONS ARE THE SOLE RESPONSIBIUN OF THE ALL CONDITIONS ARE COMPLETED TO PROVIDE A WATERTIGHT STRUCTURE. THE CONTRACTOR __ qJ• - - a -I.-: SHALL DO SO. I- CONTRACTOR. -.- C� I - 3, ��'FkY 5v, rv:n s.. � >' yy 2, 7. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 26. DEMOLITION.NOTES: 8. CONTRACTOR IS RESPONSIBLE THAT EASEMENTS AND SETBACKS ARE NOT ENCROACHED. A. CONTRACTOR TO COORDINATE WITH OWNER REGARDING ANY SALVAGEABLE F+1 ITEMS PRIOR TO DEMOLITION. ANY ITEMS INDICATED THAT ARE OF r COORDINATE ARCHITECTURAL DRAWINGS WITH STRUCTURAL, MECHANICAL ELECTRICAL SALVAGEABLE CONDITION ARE TO BE BROUGHT TO THE OWNERS Fs 1 9. RAL AND PLUMBING DRAWINGS. ANY DISCREPANCIES ARE TO BE BROUGHT TO ARCHITECTS ATTENTION 50 THAT THEY MAY BE RELOCATED PER THEIR DIRECTION. ATTENTION FOR CLARIFICATION PRIOR TO BIDDING AND WORK. .. p. s`°0J°`- •"^"` °<`" '""'•-••-:•,M.•• $A- B. ALL EXISTING EQUIPMENT AFFECTED BY NEW CONSTRUCTION SHALL BE 10. TYPICAL-ALL WINDOWS AND DOORS TO BE IN ACCORDANCE TO THAT SPECIFIED IN THE REMOVED/RELOCATED. VERIFY LOCATION WITH OWNER. DRAWINGS AND APPLICABLE ITEMS OF CHAPTER 24 OF THE FLORIDA BUILDING CODE. G CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS,AND EQUIPMENT TO DISCONNECT,DISMANTLE, REMOVE,AND SALVAGE IN THE DISPOSITION OF 11. PROVIDE ALL SITE CLEARING, EXCAVATING TO REQUIRED GRADES AND LINES, BACKFILL, DEMOLITION INDICATED IN THIS PLAN. = " 1!?sf% l'._C^`;;:i3� .. GRADING FILL,COMPACTION AND DEWATERING AS REQUIRED TO EXECUTE THE WORK.ALL Q! FILL UNDER SLABS SHALL BE COMPACTED FINE SAND FILL SET IN 6"LAYERS i0 95% D. HOLES DR OTHER DAMAGE LEFT BY CONTRACTOR SHALL BE REPAIRED BY - O O DENSITY ASTM 1157. PRESERVE ALL EXISTING TREES AND SHRUBS UNLESS OTHERWISE CONTRACTOR AT HIS OWN EXPENSE. rr� SPECIFIED BY LANDSCAPE ARCHITECT/OWNER. E. UPON COMPLETION OF DEMOLTION THE ENTIRE AREA SHALL BE CLEANED I� Op 12. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND LEAVE THE SITE GRADED OF ALL DEBRIS AND PREPARED FOR NEW CONSTRUCTION. AS INDICATED ON THE SITE PLAN OR AS SPECIFIED BY ARCHITECT/OWNER. F. EXISTING CONDITION NOT SHOWN ON THIS PLAN SHALL BE REVIEWED 13. FINISH GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AND PROPERTY LINES. WITH THE ARCHITECT/OWNER PRIOR TO REMOVAL AND WORK. , G. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES � O 14. FIREBLOCKING:CONTRACTOR TO PROVIDE FIRE SLOPE PER SEC. 705.3& 2305.1 OF AND SAFETY BARRIERS AS REQUIRED BY WORK INCLUDING DUST CONTROL G F.B.C.TYPICAL THROUGHOUT RESIDENCE. MEASURES. 15. REFER TO ENGINEERING DRAWINGS FOR ALL ENGINEERING INFORMATION. H. CONTRACTOR SHALL PREPARE ALL EXISTING SURFACES AND CONDITIONS a AS NECESSARY TO RECEIVE ALL NEW WORK AND SHALL ALSO EXAMINE 16. ALL RAINWATER SHALL PERCOLATE IN THE GRASS AREA(GRASS)OR AS NOTED. ALL SHEETS AND VERIFY ALL DIMENSIONS BASED ON EXISTING CONDITIONS AND SHALL CONTACT ARCHITECT FOR CLARIFICATIONS OR 17. ALL WORK SHALL COMPLY WITH CHAPTER 10&36 OF FLORIDA BUILDING CODE AND INTERPRETATIONS AS NECESSARY FOR A COMPLETE JOB PRIOR TO WORK. - -................... - _ NFPA 101. TYPICAL THROUGHOUT THESE DOCUMENTS. - I. ALL EXISTING STRUCTURE&DRIVEWAYS TO BE COMPLETELY DEMOLISHED w 18. ELEVATIONS SHOWN ON THE PLAN REFER TO NATIONAL GEODETIC VERTICAL DATUM UNLESS NOTED. SITE TO MAKE READY FOR NEW CONSTRUCTION. REFER (N.G.V.D.). TO SPECIFICATIONS FOR MORE INFORMATION. 19. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIOES OR OTHER J. CONTRACTOR TO TAKE COMPLETE CAUTION AND CARE TO ALL EXISTING APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE UTILITIES(OVERHEAD AND UNDERGROUND.) H TREATMENT TO NEW CONSTRUCTION--ALL NEW STRUCTURES SHALL COMPLY TO SECTION r- 1016 OF F.B.C. K. CONTRACTOR TO PROTECT AND PRESERVE ALL TREES PRIOR TO 44 20. UTILITY NOTES DEMOLITION.VERIFY EXISTING LANDSCAPING W/ARCHITECT PRIOR TO ZONING INFORMATION DEMOLITION AND WORK. EXISTING SURVEY A GENERAL CONTRACTOR TO VERIFY EXACT LOCATIONS OF THE FOLLOWING OUTSIDE THE PROPERTY LINE: L. CONTRACTOR EL COORDINATE ALL ARCHITECTURAL, MECHANICAL, ZONING: MU-5 CITY OF SOUTH MIAMI WEISS 1. ELECTRIC SERVICE STRUCTURAL ELECTRICAL AND PLUMBING DRAWINGS W/EACH OTHER. T.O.D. 2. WATER MAIN ANY DISCREPANCIES TO BE COORDINATED W/ARCHITECT PRIOR TO START NTS 3. TELEPHONE OF WORK. FLOOD ZONE: % LOT AREA: 25.011 S.F. NORTH . . . A REQUIREMENTS ALLOWED PROVIDED W z F� c� 100 FE FROM SIDEWALK 100 FT. FROM SIDEWALK t0 BUILDING HEIGHT (WITH T.O.O.D. BONUSES BELOW) 3 ' FRONT SETBACK 20'-0"ABOVE 4TH LEVEL 20'-D"ABOVE 4TH LEVEL � BUILDING CLASSIFICATION REAR SETBACK k 20'-0` 20'-0" SIDE SETBACK 0'-0" 0'-0" / N � o OCCUPANCY= MIXED MEANS OF EGRESS' FIRE EXTINGUISHER CALCULATIONS FOR THOSE PROPERTIES THAT BACK UP TO PUBLIC OPEN SPACE OR EASEMENT, BUSINESS GROUP B CLASS "A" FIRE EXTINGUISHERS MUST BE PROVIDED BUILDINGS MAY BE BUILT IN REAR TO WITHIN 5' OF THE REAR PROPERTY OR ) MERCANTILE GROUP M OCCUPANCY. LOAD PER FLOOR AT 1 EXT./11.250 SF RATIO. EASEMENT LINE. O SPECIAL STORAGE AUTOMOBILE PARKING GARAGE (FBC 1004.2.) RESIDENTIAL -MIN. NUMBER OF REQUIRED EGRESS STAIRS= 2 30837 (SF)/11,250 (F.E./SF) =3(F.E.)PER ) BLDG.AREA FLOOR BASEMENT LEVEL PARKING = 11,086 S.F. -MAX.TRAVEL DIST, 300 FEET SPRINKLERED I i I m GROUND LEVEL(RETAIL) =3,647 S.F. -MAX. DEAD END CORK. LENGTH =50'-0" ADDITIONAL"B'AND"C`MUST BE PROVIDED IN THE PARKING REQUIREMENTS PER SOUTH MIAMI GROUND LEVEL(RESIDENTIAL) = 994 S.F. (FBC TABLE 1004) FOLLOWING AREAS: _ Q SECOND LEVEL(PARKING) = 17,391 S.F. STORAGE ROOMS, ELECTRICAL AND MECHANICAL COMMON PATH OF TRAVEL -75'-0` (FBC SEC, 1004.1.3) ROOMS, KITCHEN,SCIENCE LABS,TELECOM CLOSETS, PARKING STALL SIZE= 9'-0"x 18'-0" PARKING REQUIREMENT / a THIRD TO SIXTH LEVEL(PARKING) = 75,677 S.F. AND COMPUTER LABS. AISLE SIZE- 23'-0" SIXTH TO EIGHTH FLOORS (OFFICE) = 51,372 S.F. TOTAL PARKING REQUIRED=241 STALLS j /j 2 � CALCULATION OF ROOM CAPACITY FOR HANDICAP STALL SIZE 2 n'-o' 19'-0' N TOTAL OCCUPIED AREA OF MULTISTORY BLDG. STAIR CALCULATIONS RAMP SIZE WIDTH =22'-0" ( R T.O.D REQUIRED 5 HANDICAP PARKING STALLS) u. 4 56,013 SO, FT. EXIT PURPOSES: STAIR CALCULATIONS BASED ON EIGHT FLOOR U I BASED ON NFPA 101,NOTED ON EACH TYPICAL PER T.O.D.D. Q W OCCUPANCY: THREE(3) USES: SR PARKING REDUCTION DUE E ARCADE& TYPE OF CONSTRUCTION =TYPE (FBC TABLE 5001 ROOM. TOTAL No, OF OCCUPANTS = 172 202 REDUCTION DUE TO THREE USES. /// / U~ £: -NUMBER OF STORIES= 8 PROPOSED + BASEMENT LEVEL MIN.OCCUPANCY LOAD (FBC TABLE 1003.1) OFFICE _. Q S W -MAX. NUMBER OF STORIES ALLOWED = NO LIMIT RETAIL= 30 GROSS EXIT CAPACITY= 172 OCCUPANTS•0.30 INCHES- OFFICE SPACE= 1 STALL PER 200 S.F. TOTAL NUMBER OF REDUCED PARKING- 60 STALLS / U Z -ALLOWABLE BLDG.AREA- UNLIMITED OFFICE= 100 GROSS 52 INCHES TOTAL OFFICE SPACER 45.636 S.F. / / <K j PARKING GARAGE 0 200 GROSS TOTAL STAIR WIDTH REQUIRED=52 IN TOTAL PARKING REQUIRED= 229 STALLS Q Q o RESIDENTIAL=200 GROSS PROPOSED(A TWO STAIRS TOTAL PARKING SPACES REQUIRED= 181 I Q FIRE RESISTANT RATING(FBC TABLE 600) RETAIL TOTAL PARKING SPACES PROVIDED = 188 �000�oaa�OaOoo=o.o 000.000000000�o moo= NOTE: BUILDING IS FULLY 5PRINKLERED EXIT TOTAL CAPACITY= 176 INCHES PROPOSED -EXTERIOR BEARING WALLS = 4 HR. RETAIL SPACE= 1 STALL PER 3F. S.F. EXTRA PARKING SPACES-5 NORTH &SOUTH WALLS NO OPENINGS FINISHES EXIT CALCULATIONS TOTAL RETAIL SPACE = 2,745 S.F. V a. ( ) TOTAL PARKING REQUIRED 10 STALLS _______________________ ___________________________ ___ 4 HR.(EAST&WEST WALLS) NO LIMIT ON OPENINGS -ALL BOORS SURFACES WHICH MAY BECOME REQUIRED = 172 OCCUPANTS 0.20 IN 35 INCHES AI = -------- ---------------� -H,'.1, a _ -EXTERIOR NON BEARING WALLS - NC (NON SUPPERY SHALL HAVE A NON-SLIP IMPERVIOUS PROVIDED NORTH DOORS = 36 IN RFancNn /V f ., COMBUSTIBLE FLOORING, E.G.TOILETS &CUSTODIAL CLOSETS. PROVIDED SOUTH DOORS=36 IN RESIDENTIAL SPACE 2 STALLS PER UNIT .r4. RI -FIRE WALL 4 HR. -ALL GLASS SHALL BE TEMPERED OR LAMINATED, TOTAL PROVIDED -72 INCHES � 1 TOTAL RESIDENTIAL SPACE= 1,040 S.F. .w. ��ddd CsN UNLESS LOCATED IN A RATED PARTITION WHERE TOTAL PARKING REQUIRED=2 STALLS :y., -INTERIOR BEARING WALLS= 3 HR. S.W. fit nd. AVENUE .• iffi *'>k.",.+y. - WIRE cuss SHALL BE USED. OTHER REQUIREMENTS: -COLLMNS 3 HR. (SUPPORTING MORE THAN 1 FLOOR) Yr i 1�A .''• -MEANS OF EGRESS SHALL BE CLASS"B"OR BETTER. =ti. 9! 4"I I! ^�'•' I e L -BEAMS - 3 HR. (SUPPORTING MORE THAN 1 FLOOR) -ALL DUCTWORK CROSSING CORRIDOR WALLS SHALL -------------------- - �.. -ROOF AND ROOF ASSEMBLY= 1 HR. -ALL OTHER SPACES SHALL HAVE CLASS"C" HAVE SMOKE DAMPERS -FLOOR SLAB = 2 HR. FINISHES OR BETTER. e y T.O.D.D. BONUSES PROVIDED BONUS ARCADE 52 PARKING REDUCTION. AREA OF ARCADE +{LET NOT COUNTED IN TOTALS ttl1� d`"Cj Y• 4 •+ PLUMBING FIXTURE CALCULATIONS UNDERGROUND PARKING ONE (1)ADDITIONAL OFFICE FLOOR DEMOLITION PL2 *+I 1 A. MORE THAN THREE USES 202 PARKING REDUCTION ' OCCUPANCY MALE MALE MALE FEMALE FEMALE DRINKING SCALE:1"=$O'-011 jT*I; x A M+. L V M DATE BASED ON FPC WC URINAL LAYS WC LAYS FOUNTAINS NORTH ((��(" TABLE 403.1 PUBLIC PLAZA ONE(1)ADDITIONAL FLOOR 'Ga'".? RED. PROV. RED. PROV. RED. PROV. RED. PROV. REG. PROV. RED. PROV. PEA•®mT FIRST FLOOR FULL FRONTAGE ONE(1)ADDITIONAL FLOOR 01M1V0" RETAIL SPACES UNISEX HANDICAP TOILET PER EACH RETAIL SPACE. FD : LISH ENTIRE BUILDING&OTHER ITEMS BELOW GRADE. "CROSS-THRU" ONE(1)ADDITIONAL FLOOR SIXTH TO EIGHTH FLOOR BI-0EET OFFICE SPACE 2 2 1 ELLN 3 3 � TF TOTAL BONUSES = 4 EXTRA FLOORS&PARKING REDUCTION 89 MALE 89 FEMALE A-1 EXISTING POWER POLE- EXISTING POWER POLE- REFER TO EXISTING SURVEY REFER TO EXISTING SURVEY //—EXI5MNG POWER POLE- REVISION INTERLOCKING PAVERS - EXFILTRATION SYSTEM-REFER / REFER TO EXISTING SURVEY REFER TO DETAIL THIS SHEET TO CIVIL DRAWINGS / EIL.P.B. SOD•00100"w 200.00' (R) SUBIdTTAL#1 __ ______ _ __ _ ___ __ ___ _ _______-_--_---_____ ______ 08.88.8008 7 E.E.P.B. i I 9UBMI7T i18 ___ _ _ _ —____ 08.88.8008 I PLAZA TOP OF eu+SB PI.1ZA TOP OF FINISH EL,0-6',(1S 4 N GNO.) I � a I I STAIR#1 STAIR#2 F. FRI F I i W 76'-0" 29'_B" 57'-10- • as I I mY /i 0 0 ( FLAT ROOF m 00 zcoouNC � 'D TOWERS N ELEVATOR MACHINE ROOM moo, w ❑ ❑ � I �& H zzl z I "z I� Mil.11,111 ENCLOSURE ea IN I I � I z ea _ I i 198'-fi" I H PARAPET WALLS �...... - I i I I I � % SIXiLEVEL ` SIXTH I.EVEI.OF P KING BELOW. q R OF PARKING BELOW e Q / I a J :1 Lu uj 49 �� -- -- -- — --- — - - - — — M w / L T Q <a N00.00'00"E 200.00' (R&M) m N `CURB CUTS- REFER TO CIVIL DRAWINGS EXISTING CURB ♦I CURS CUTS- REFER TO CIVIL DRAWINGS 16'-B" 78'_2- 27'-0" 60•_0• 16-8- h(,�,•.]y Fj PRE MANUFACTURED CONCRETE INTERLOCKING W da�l is y5 �C �,4��•,� PAVER SYSTEM OR BRICK PAVERS ON 1"SAND '$; f-•'� BED ON 12° FINE CRUSHED COMPACTED ROCK (6"LAYER COMPACTION)SUB-BASE SHALL BE WELL DRAINED AND SLOPED AS INDICATED,WITH B"xB"CONTINUOUS CONCRETE CURB WITH 2()5 Q� •�, (f^I CONTINUOUS EDGE RESTRAINT S.W. 62nd. AVENUE 0 �, ,, �•.; {/, \\��j�\�\\j��/��\�'/j '. .ear'M r► :. _,. �' w tra • �%�ii��;�`��ii�i��y;- ,;I I I-1 I I-1 I I—III-1 I I—III-1 . _ '^�9 �� °,° --- - - - -—-—- - - - - - - -—-—- - -------- -—- - --- - - - - -—-— —- - - - -—-—- - ATM –� I—III—I —I —III— '�• eke TYPICALINTERLOCKING PAVER DETAIL NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, SITE PLAN MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL k LANDSCAPE DRAWINGS SHEET SCALE:1/2"=-1�-V W/ EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ SCALE:1/8--l'-O"ARCH RECT PRIOR TO START OF WORK do BIDDING(TYPICAL). NOETH A-2 . ` , ' � - ' DD EE 9-91 03.2&2005 TRANSFORAM 10 ELEC. VAULTROOM 0 ROOM 2 _8" W-2"a (D Room 1 00 I ON STOJ 10' 21 MEVA TOR 1,013BY TOP OF SUB STORAGE Lid A.F.F. SLOPED WALL FIRE PUMP ROOM FM Ul STORAGE U)0 STOJ IF vo LELI'� L:7 . ~ - DATE 10 NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR MACHINE ROOM` BASEMENT LEVEL---- - ----' OTHER INTERIOR DOORS & FRAMES SHALL BE 'C'-LABEL FIRE-RATED. OUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK& BIDDING (TYPICAJ SCALE:1/8"=V-0" REVISION E.R.P.B. 8U]BM1rrAL#1 02.18.1100 0 O O O O O O O O E.R.P.B. CC OD BE S UBMrITAL#2 08.88.1008 16-6- 29'-0" 29-0, 18'-2" 29*-0* j 29'-0" 29'-0" 1w., ------------------------------ ------ ------------- -----------------7------------------ ----—-------- ------------------ -------------------- ------------------------------------- ---------------------- ------ PLANTING AREA REFER TO LANDSCAPE PLANS 7,7 :> ti TOP PLAZA OF FIMSH 0-6 J�13'�C N.O.V11) 10. -27 0. -0" 10'-0'" 12_8 01-0. Otc. 37 10, 044 :4 FPLANTI�AREA 43 AREA PLANTING AREA PLANTING PLANTING AREA PLANTI�AREA 5'- 3" 3- Q:.: 1;- 5'-3 V-0 ,'-3-6 5'-3 t_a� V-2 TV :6-3'.! 27'_`0 5 L k8, 5,-3* 1,'-� 5 -4 2`0, __.i _, CG., 1;_8� 5'JL :t 3"..V;-B,5'- .-c ii'-IO,F; 3 0'HIGH _WAUL ....................... ------ .................... ........... ..... ... . .. .... ... ..... STAIR 1 Oi H A ITCFAN U T M :REFER ECH RATH 47 F�\ 10 8._0. 10� Q ;4 -4 10" .0. ----- ----------- ----------------- ------- ---------------- ---------- I----------- 05 r-2'-2' 13-8' 1.-,. -.0, 27'-0* a 16'-2* 3 27'-0' _-a 17'-2* ia'-O" 1,V-8 01 B 01'KN & EDROOM P UP PTU.IFF SLAB SLOPE=6.399 EXHAI ij L T�111 I UST FAN z 0 To REFER MECH. DRAWINGS 14 A/Col., L-17 7, FUCK . I I _4 6'-0-HIGH WALL- . OPHN WALL /-42 KETCHENME .............. ................ ..... ..... ...................... ..... ... ............ ------------ -------------....... H.C. H.C. FIRE CROSS TFIAU/ troux lrouET;,�* '�VOILET; OMMAIND Ev, ELE`V. T1, ROOM PLAZA' TOR,OF FINNI RESIDENTIAL T STUDIO i 0,-g" 10' 7'-10" 14'-8" L Ga- 10-6-, 17-2 22'-0" 10, 27'-0" ;10" T-a" 1.1-10. T-10' 3" 22'-0" 8'1 7_O� 91' a-, ACKFLOW.: Lm"O ROOM: �PRLYEN70R5, i 49 ------------- D U)ILJI CO CROSS I RETAIL#1 LO I BY RETAIL#2 RFTAIL#3' 9 THRIJ IF LAO F SuB �TOP OF STAB 11 11 LAB TOP OF SLAB -I- (,I -R"C.GAIA) FFe -9'N. -0-0-(413'- �.G,R) IL, 3' (113' G.V.D.) EL. 0 7'-1 a 6'-4' 0'- 8- 18,-B" i 2�._JO. 8 6'-4' 6"1' is, 6'-4. 0 14 6" Or 22'-0' 1-0 0' 8. 22'-0' BB —------------------_-- ---------------------------------- ----------------------- ----------- A-10 _4� PLAZA. TRENCH TRENCH DRAIN COVKRKU ENTRY' L'iL 9 w ------------- -- L�� u J. 6.18.1 -0 '8 5. .71 0 -8 -0* -0* v AN 0[ -0 27 -0 22' do 01 40 a 6 0 6', 22' 0 L) U) U) 'ARC ARIC ME ARCADE z AVG.ELEVATION 0 sIDEWALK' AVG.EUNIn I I'SIDEWALK AVC.ELEVATION 0 SIDEWALK EL N,1,1 1� 'L�4-NGN � '-4"N.G.S.D.) : 1 EL.0-5."1413 r. AVG.ELEVATION 0 qID]7ALK ................. 47% 7 0. 6. 6' kda "1 6 6*-B G. -4s. 0 26'-0" 13'- -------- - - --- ---------- -- ---------------------IN PLANS PLANTING AREA -REFER TO LANDSCAPE PLANS t'Sr=Ag PLANTING AREA-: REFER TO ANDSCAP PLANTING AREA- PLANTING AREA 16. 6 -8- Z-OlL -G.-If Id-016 6.,6 0 1 G'_O' M Z 6' ---------- PLANTI 29'-0' `STREET CURB 2g.-C). 12' 1' /-STREET CURB 29'-0" LSTREET CURB 29*-D' B. 198'-6" C1, LINE OF I �-LINE OF CANTILEVERED I CANTILEVERED i BUILDING ABOVE BUILDING ABOVE (D G) 4 U5 PLANTING AREA PEIEI 6. Z A, IdATIM • NOTE: INTERIOR DOORS 1,FRAMES SHALL BE HOLLOW METAL:STAIR, ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL 13E NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, GROUND LEVEL PLAN Rr NOTE: ALU ILL L EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL&ELEVATOR B CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL PLUMBING AND ELECTRICAL, CIVIL&LANDSCAPE DRAWINGS MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W1 SCALE: NOTE: FOR OF FIRE-RATED OTC INE WALLS, REFER TO SHEET A 30 HER INTERIOR DOORS & FRAMES SHALL BE 'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK& BIDDING(TYPICAL). NORTH REVISION E.R.P.B. SIJ]BMrfTALJ)l 02.2&200 EJLP.B. cc DD 198•-6• -8. 29'-0" 29'-0• I 18'-2" 29,-0" 29•-0" j 29•-0• I 16. 0 '7 0 •-Oi•210: 14'-4" l,-W 5'-3• 1,*-8, 5'-3• 5-3 2-.Ov 5-3' 5'-3" 27-Lo: 27'-0' 1"-s 5'-3' 1�-a: 53' J;-S', 5'-3" 5"5'-3' 1�-B,• 5'-= 14'-4' 9 14'-8" 0• ----------------------- ------------------- ------- __.___ice 0 T lot io* 16'-0" i0 44 to Ill. 0 (D O R; ---------------------- -------------------------- ----------- B E-7-1---------uu El- 00 O� -el 2'-Ot% -0. 7--2- 27'-0' 27'-0" 0• -2'-0' 44 Go 9. 3 PARKING SPAC 0 9*-D' 27'-0' 0 9,-0" PAR.S.-I.B., 'OPEN TO AMP UP TO THIRD LEVEL RAMP UP OPEN TO I BELOW ! BELOW SLOPE-6.39% SLOPE=6.39% T 0-4 AA T AA 2' • at 16,-0 27'-0" 27'-0' "i, 38'-2" 9 27-0 27'-0" 14 C3'-I*A.F.F. SLOPED r3'-6 AF.F.SLOPED LOW WALL LOW WALL ------------- --------------------- --------------------- i OPEN TO ELEV. EL zv. i OPEN TO . BELOW 44 ELO BELOW ELECT. TOP OF SLAB TOP OF SI.AH .i i I I I I I i iI j I j I i I I W �2 AT SECOND LEV L a,- 7'-B• io• 27'-0" AT+SECOND LFIEL EL _o EVATOR LOB BT TOP OF SLAB EL+11'-O" -----------_ --------- ----------- -------------------- ------ ------ ------------ 782' 16'-0' a 27'-0 21--o. at )OPEN TO 'OPEN TO BELOW RAMP UP SLOPE-5.75% I I i!I!i I j j j j I I I BE i-,Iff V-4- 4t O-� 90" 27'-0' 3 PARKING SPACES 0 W-13"-27'-D- 3 PARKING Sl kCES 0 9'-D- 27'-0" 3 PARKING SPACES C 90• 27'-0" 3 PARKING SPACES 0 W-13"-27'-0* I.io I [B" / 16. 7 1 .,X U) -------------------------------- ------------ -------------------- Lu 49 O 0 G a ',OPEN TO OPEN TO' 0 BELOW BELOW z U)L) STO. < < V - ---------- W \T LLjamm= a=- 17 1 5- 0 i+--B- olo 27'-0' 3 5:-3• 1'-a" r'-e3• -,a 16'-8" 29'-0" 29'-0" 18'-2- 29'-0' 29'-0' 29'-0' 1-0 Olt, 16' 196._6. 40) U3 M v -71 1�7 H NOTE: INTERIOR DOORS 1,FRAMES SHALL BE HOLLOW METAL: STAIR, NOTE: ALUMINUM EKTERIOR STOREFRONT AND FIIED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL Rip EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL& ELEVATOR By CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL&LANDSCAPE'DRAWINGS SECOND LEVEL PLAN NOTE: F -RATED MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE W/EACH OTHER.ANY D15CREPANCIES TO BE WALLS,COORDINATED W/ AL ALL LOCATIONS OF FIRE OTHER INTERIOR DOORS & FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK& BIDDING(TYPICAL). LS,REFER TO SHEET A-30 SCALE:1/8"=11-0" i REVISION E".6. SUBMITTAL 01 09.8&2006 O O O O O O O O ER.P.A CC nn g% 1 SUBMITTAL#2 j e-IB III j l-OI a-2, 'I j O,.2B.8000 I I I I I 1gg'_6° I I I 29'-0" 29'-0" 16•-6" 1 - '-0 29'-0" 18'-2" 29' 0" 29'-0" ' _ li II' I I I I I I I I i I ! I QQQi I I I II I � II q ! p'y I I II I II I O I I i I I I 1 W i I i i I I I i I I I I 0. id'-B' 14'-4' 5-3'1'-8• 1'-8' S'-7' Vi Bi S'-}• ,-� 27'-0' .V S'-7' 1�'---Bi' S'-3" /'-e' • ' eX S- f 4'-4' ,B j 0, 14'-8' 1V S'-3' +'�2S-3' 1'-e' 2!O 2LCS�5'-3' 7,'=0 • O 0 O ABM__--B 11e 1 --'--I._o•-�tI'b I I - — .. ,'-d 8'L;II j I I I II I I II i Illli I I,III I I I I i i I aa O:;:i I I Ii iII II I IIIli l Ii I i I I :O::::�:':-'';'.,:e 6'"'-'S`;_5-•-I 51AE'•-_T L0 .8J+T'«2 H O.IR'-.D 1 0L"EV B L e-151e'.-_8J'.. ®51'•--8J".2 B aI I I I i I I 1 I I I i I(I I I I,I I I I I II l I 0 �61'2 g•_3-^0'2�'7/,IIIf-,^-15'--8J�'O" �/,IIIf,-2—6 51•--e3" �16 15-'--832'•5 O i 1 I I I i I i i i I j 1 I I I I i I I ._3.2 0. e• - 5. _J. ._nl�y_1 I I I I I I I I I i I I II1 iI I I-<;::. �h TEOL P+1Os P Ea W B a n n L9 I •_— 1 O:'=I I I I i I'I I I I I I I I I I�I I ' I O 3�.1 6�1'-�8l' 22 1 B E�17 O I �y'iI i j I I I I I i I I I i I,I I I I j j I 0,"6• 20 o 18'-i 0"e H M1 AAEL 1 9+ 0 , .1�I I 1 I i I I i I I i I I I I I I I I II I I II i 0 0 uu (D 0"2-0 9 18'-0' 3 PARKING SPC 0 9'-0" 27'-0• 'io 9'-0" 7'-2" 7--9' 1'-10" 3' 3 PAKING SPACES O 9'-0' 27'-0' `OPEN TO 'OPEN RAMP UP TO FOURTH LEVEL RAMP UP B mo�w BELOW ka SLOPE=6.39G 0 1,_4_ 2'-0" 16'-0" 27'-0" 0 3 PARKING SPACES O 9'- 2]'-0" 9'-0' 38'-2' 27'-0' ' 0 27'-0" OPEN TO OPEN TO ELEV o BELOW, BELOW ELECT TOP OF AB roe OF sue RM. TT1E 47'-e' 10" 27'-0' 10 ELEVATOR LOBBY 3'-6"A.F.F.SLOPED LOW WALL •_2_ 27._0. 14'-8" 16'-0' 27-O• 78 - 'OPEN TO OPEN TO BELOW BELOW RAMP UP SLOPE=5.758 16'-0' 3 PARKING SPACES 9'-0' 27'-0' 3 PARKING SPACES O 9'-0' 27-0' 9'-0" 3'-10' Y-d' 11" 27'-0' ' 3 PARKING SPACES O 9'-O' 27'-0' 3 PARKING S ES 0 9'-0' 27'-0'El ui ° 0-'.��,\-4 b 1 a•HM-r-`B 1,e 7 S� am dj+, ds�L _U O F��W�IW�r F�',Q �w i .s3 OPEN TO 2 OPEN TO `.BELOW' LOW" 0 z v STO. m a ---- - -___ -- -- w 1'-B 5'_3• _ 5_3.1 B r 27'-0" 0jy�V-3• -3 _ . 1-0 29'-0" 29'-0' 29'-0" 29'-0' 8" 1-0 - O � O O O— �M a�Q�3 .0^��O M�Q Q z�CH�.r G.1 I_ A I O a •I 2�✓' ,_,1.' v v NOTE: INTERIOR DOORS& FRAMES SHALL BE HOLLOW METAL: STAIR, NOTE: ALUMINUM EXTERIOR STDREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL& ELEVATOR BY CGI OR APPROVED EQUAL—ALL WITH CLEAR IMPACT GLAZING. MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL&LANDSCAPE DRAWINGS ® NOTE: FOR ALL LOCATIONS OF FIRE—RATEO u,ou�.>,emmsu MACHINE ROOM DOORS SHALL BE 'B'—LABEL FIRE—RATED. ALL SIZES AS INDICATED ON THE DRAWINGS—ALL TO HAVE MLAMI—DADE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ THIRD LEVEL PLAN WALLS, REFER TO SHEET A-30 OTHER INTERIOR DOORS & FRAMES SHALL BE'C'—LABEL FIRE—RATED. COUNTY PRODUCT APPROVAL. ARCHITECT PRIOR TO START OF WORK& BIDDING(TYPICAL). SCALE:11W=1'-V NOBTH BFIEET A-6 REVIBION EJLP.EL SUBNMALOI 02.28.2006 (D 0 G) G) EJLP.& cc ED j 8B S UIBNI 03.2&2005 198'-B* 29'-0" 29'-0" 18'-2" 29'-0* 29'-0" j 29'-0" 2' 0' r10 0 5'-3"1'-B" 5'-3"53" off 5-3- 5'-3' t-8 5'-3" t-S: 5-3-1%?. •r 5'-3" 10- 270' GI 5-3- 1:-8, 5'-3- l,-8, 5'-3-"19'LoI 1"-B, 53 14'-4' IV-18, 0, ----------------- 4711 --------------- ST 1 I U) 10 :d-_ -10" Y., ul (D S -------------------------- ------------ ......... Ll li=m� J J'V-4 0. 9'-D" 0 -0" 27'-C' 9,-0" 1 PARKING SPACES 0 9'-0" 27*-0' P4 O j.. 3 PARKING SPAC S 0 9' 1 1 4 S 11 1 \OPEN T)b/ \OPEN RAMP UP TO FIFTH LEVEL RAMP UP BELOW BEML 10 SLOPE-6.39% CI �,7 2_01 -o' 27'-0' 10. 3 PARKING SPACES 0 9'- -27'-G" 36'-2" 2.10 27'-0. 1 ..-a. I Z!'D 27'-0' PLANTER PLANTER (Typ.) (NP.) O ---------------------------- ------ __--------------------- 12 13 15 OPEN TO ELEV. El ELEV. OPEN TO BELOW 179v i::� _j BELOW I ELECT. =.Emmmm T T % T. ELEVATOR LOBB`Y PLANT R ITIAPITI (TYP-) 7�, .......... ... ...... ED V —3'-6"A.F.r. SLOPED LOW WALL 78'-2" I C-o" 2'-0' r-I 27'-0' 27'-0' -2'-0' PENT' I OPEN T BELOW BELO RAMP UP SLOPE-5.757. BE BB A-11 —--- ------- ---------------- ------------------ PLANTER P)ID "'TE (_P) 14._.. -0' 27--C' r7l -0' -1 loz 90" 3'-11 7'-9' -10' -10' 7'-9' 3 PARKING SPACES 0 9'-0'-27'-0" v4o' 3 PARKING Sl ACES 0 9'-0'-27'-0" _O' 3 PARKING SPACES C 9' Q 3 PARKING SPACES 0 9' 27' 5' 10' 4' C6 X .......... ............... L ........ w !g 1 30 29 s 0 S S 9 s S 8 LU 0 STO. z in Ll RA --------- ------------ --- ------- -----------�o ----------- j TRELLIS& TREWS& PLANTER n PLANTER E LA 8: 1 14, i . rat 5 3 5 3 5 3 5* 3 _8. -a :-a -a 5 5'-3-a 8. 7 E W-3- ]_5' 3:.. 1-1: 3 G 27*-0* 0 -4 X 14'- V-0" 16•-8• 29•_o" 29*-0" 18•-2" 29'-0 29'-0" 16-8, 1 #Ir AIR 21 ,110 3.S E L �IES 9- - SPACES OPEN EL PEN;TO To BELOW PLANTER PLANTER (TYP TRELLIS PLANTER 10 U7 0 _ • NOTE: INTERIOR DOORS 8,FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EEE(T RIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO CO-RDINATE ALL ARCHITECTURE, STRUCTURAL EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL&ELEVATOR By CGI OR APPROVED EQUI ALL WITH CLEAR IMPACT GLAZING. MECHANICAL, PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS MACHINE ROOM DOORS SHALL BE -LABEL FIRE-RATED ALL SIZES A INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE W1 EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ FOURTH LEVEL PLAN LOCATIONS OF FIRE-RATED RC-RATEI 'B'-LABEL INTERIOR DOORS& FRAMES SHALL BE 'C'-LABEL. S ® ... Fl RE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK & BIDDING(TYPICAL). SCALE:1/8111 WALLS, REFER TO SHEET A-30 REV1910A1 E.QP.B. SUBMITTAL 01 02.8&PA05 O O O O O O O O o E.RP.Q cc nD EH SUBMITTAL 05 aae j e-m j a-xt 00.8&5000 198'-6" ! • 1'-0" 16-8" 29'-0" 29'-D" 18'-2" 29'-0' 29'-0" 29'-D" 16'-6' V-0" I I I I I I f i i i i I I 1 I I I I I I I I I I II, II I II II ��F•••III 0 l i li II i �i li a ! W i i i i i j iOk t4'-B' I I2'II I � L 1'-S, S'-J' 1'-8' S-}• 1'-B• I " 1'� 5- 14'-C I I0 I 14'-B•5 ff; 8 5 31� 5'-3� 0• 27'-0' - 2'LI OL c ~ .I t•I e 0 '..10" 16._0. •+0 • I e G 10' II II I I I .... i I -- � I — � I I __ j •� I I I b O O O O O Oi O O O 1 10 11 •ice r, I - N O f O 9 2'-0"]- 7'-9' 3 PARKING SPACES O 9-0" 2]' 0' 9'-0"2_0. -0" 3 PARKING SPAC S O 9'-0" 27'-0' 7'-2" F�1 OPEN T,fS (RAMP UP TO SIXTH LEVEL RAMP UP III \OPEN T,fS bt BELOW SLOPE-6.39% j z BELOW OW O •� i I I j 1 is I I M I I:: I I I (^♦1 AA 2—0" 16•_0• I:. 27,_0" ',0' 3 PARKING SPACES O 9'— —2]'-0' ',0 9'-0" 39•_2• 27•_0• 0 2]'-0" 14'—B" PLANTER III :j PLANTER i i NP. NP. ( ) I 1.. OPEN TO j i 9 OPEN TO BELOW BELOW i ELECT. •m I ,i I RM. 9, TOP OF SLAB •I F.TOP OF PLAB I ::.:. I h AT FTPTN LEVEL AT 11 LEVBL B" J'-8• 10• 27' 0" ; 10 EL+9� 6'-0' •'� •m ELEVATOR LOBB A PLANTER �y TOP OP SLAB PLANTER z \R (TYP.) O ` I • 11 A.F.F. SLOPED 16'-D" BT- 27'-0' LOW WALL ]B'-2' 27'-0" •=D 27'-0' 9 1'- 14•_6• 2'-0' N 'OPEN TO ! 'OPEN TO BELOW $ELgW RAMP UP HH SLOPE-5.75% BE j PLANTER\\ I': i PLANTER j (T•P.) (TYP.) 1-4 8" i 14•-B" '1 4 J PARKING SPACES 9'-0'=27'-0' +y 3 PARKING SPACES O 9'-0'=27'-0" 2'10 9'-0" ,3'-10' 3'-4' ! 7'-9' 4'-10' 5' 10' L'-1D' ]'-9' j }PARKING SPACES O 9'-0'=27'-0' 'UO' 3 PARKING 5 ACES O 9'-0'=2J'-0' 'B• 16'-0' 2'-0" Q Q 24 (21� O W -.-- Q m vl <. ... ... .. .. .. TRELLIS& TREWS& j ! PLANTER PLANTER f ��. ^1'-6. 1,-B. —1._B° B-.., .. 6• 1'-B" �-1'-8" 1'-9" � 6 1 B" 1 8° 1'-9"6� 1'- �-1'-B• 1�B• � I }0 �A w _ _ y '-0' 14•-e' 0� 6 5'-3" 5'-3" 5'-J" 6'-3' 5,-J" 5-J /I. 5-3 5•_3• _0 5•-3• 5•-J" ..0 j 27-0 P 0�' S-J• I./I. 5_J" 5-3" 5'-}" S•-J" ... 5'- 5'-J" 5'-3"B- 0 14'-8' 0 ` �A 11 ,I-- _ d SS� m _� 0' �•' , 16'-8" 29'-0" 29'-0' 18'-2" 29'-0' 29'-0" 29'-D" 16'-8" 1'-0 198'-6" 110N.4:,F1�Lv, 0 ..y . 1 O e to \J O O e tv O O `m O O a I V O A NOTE: INTERIOR DOORS& FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, • ,.q' �,W.'�.O�oiva�mnl. EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL. PLUMBING AND ELECTRICAL, CIVIL&LANDSCAPE DRAWINGS FIFTH LEVEL PLAN MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE W/EACH OTHER,ANY DISCREPANCIES TO BE COORDINATED W/ NOTE FOR ALL LOCATIONS DF ALB RATED COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK& BIDDING TYPICAL WALLS. REFER TO SHEET A"-30 - OTHER INTERIOR DOORS & FRAMES SHALL BE 'C'-LABEL FIRE-RATED. (TYPICAL). SCAB:I/8o=1\-0^ .. NORTH B/•IEET A-S REVISION EILP.H. SUBMf1l 02.28.100 WILP.B. DD BC UBMrrrAT.#2 A-20 a-21 08.88.8006 11 29'-0' 29'-0* j 29'-0" j 29'-0" 44 'l r2'-'5'-3- 1�-BZ 5'-3- r.�L07, 27'-0' 0.1 .5.-3. 70", 14'-B• 14*-4' 5'-3'1'-B� 5--3- 18: 5'-3• 5--3• 18: 5--3•6%? 1,:-B• 5'-3• V-15", 5-3, C-S-� 5-3-`•,2 *j3"53- 18, 52 14'-4" V 0• 14'--8• ----------- ------------- --------- ------------------------- _4-------- E-4 E� STAIR 1 JR 2 V-4. 0 16,-0" b ?12 o U7 o 8 (D D E) (D G PIP ------------ -------------u �: ---------------- -d 2'-0• 14•_8" 8. 18'-0• a" '-4" 1--S- 3 PARKING S.. .'-0' 27--00 1 -2'-0' O 3 PARKING SPACES 0 9'-G" _0 9,-0" 1 8 1 RAMP UP FROM FIFTH LEVEL iN SLOPE-6.398 �' -3'-I"A.F.F. �q LOW WALL . ... .... ..... 16,-D* 27'-0" a- 3 PARKING SPACES 0 9*-0*-27'-G" VIOL 9, 38'-2" 27'-0* 27'-0* 2' _a 2'-0" 7. ............ .............. 3e 0 17 ELrV. El 1 ELEV + �,. _... O wr� • ELECT. 21, T RAC TOP OF SUB AT I 11"IL A.F.F. '-8- 10, TOP "i, LOW WALL 7 27 IT i'vw ELEVATOR LOB TOP OF FLUB EL.144'-4- ........... ... ... ...1:------------ ................ -------------- ...... ----------------------------- ------------- ------------ ------------ ........................ O 4 � i I i I I I o s Q 36 7 782" \\-3'-6"A.F.F. SLOPED LOW WALL V'-O" 7'-D* 27'-0' 14•_8• _2'-0" RAMP UP (D2 SLOPl -------------- ------------------------------ HB A_Le LINE OF BUILDING ABOVE LINE OF BUILDING ABOVE V-4�J 14' !8. 3 PARKING SPACES 4 SP-O'-27'-D" 3 PARKING SPACES 0 9'-0'-27'-0' -2- -S" -10" -10' 0 9'-0"-27'-0- 13� 3 PARKING S CES 0 -2'-0' 1 -9, 14'-8" 16' 7 4' 5':10" 4' PARKING SPACES 9'-0"-270` -- -- ------ -- --- -- --- --- ---------- -- o o ................. 30 29 27 25 24 23 / 8 S s G t: UJ 11 11 1 a CL ---------------- ------------- ................. .... ----------- ....... R. R.D R.D. TRELLIS BELOW 74: BELOW 10 -8. 78*-2• 1 60'-0' Wit' 14. 27'-C" �R4 p 4,�411��k _011 168" 29'-0• 29'-0• 18'-2- 2W-O' 29'-0" 29•-0• 161-8• A4 4 ol A3. RD TRELLIS LOW I ONE U6 E O O 4 N NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL NOTE: CONTRACTOR 70 COORDINATE ALL ARCHRECTURE, STRUCTURAL, R SIZES S INDICATED ON THE DRAWINGS-ALL TO I HAVE MIAMI BE LANDSCAPE DRAWINGS SIXTH ONS OF FIRS-RATED EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUi ALL WITH CLEAR IMPACT GLAZING. MECHANICAL PLUMBING AND ELECTRICAL, CIVIL& MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL A C -DADE W1 EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ H LEVEL PLAN NOTE: FOR ALLRLOCAT OTHER INTERIOR DOORS & FRAMES SHALL BE 'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK& BIDDING(TYPICAL). WALLS REFER TO SHEET A-30 SCALE: REV1810hi EJLP.IL sI 41 09.88.!00 G) E.."Lm SUBBfITTAL#2 08.28.2005 29'-0" 29'—D" 18'-2" 29'-0" 29'-0" 29'-0" 161-81, V—o"_! 41, 10 27'-0' O� 5'-6- 6'-3- Y-6- 6'-3- 5-6" V-'O" 5'-6' 63" 15-3* 2'70". 7'-4" 7'-4' 0". 7'-4" 7'-4" 12 15'-3" V-3" 5'-6- 2'-'( 63' 5'-6" v in 8--1- 8-1- 1'70 --------------- -------------- --------- ............ STAIR 1 I I I i STAIR 2 b L L CU - -------------------------------- -------------- -'---- --� - '- ----------------I 79 -4'-I.- - 0" -10* 79" - - -- 00 ob OPEN OFFCE PLAN TOp OF SL4B SIXTH FLOOR I 1-17 V-4- • "31-0 5-D 1-1 11' S V-3 ? G 4: 41-4 ... .. ........... .. .. .... ELEV. EEI_ 3-9- 6'-4- ,3'-g' }.-9.6'-10 RM. MEN ............. ........... FED OPEN OFF CE PLAN TOL OF SLAB A SIXTH FLOOR ------------------------------- .. ...... ... .. i BB ------------------ -------------- T -------------- YH ------ ---------------------- LLJ F A 0 3: (1)L) 11.0 5. '-4- '-o 0'. 7'-+" 7'-4 5'-6" 6'-3" 3'-6' 6--3- 5'-6- .3--0' S 8' 1" 1" 5*-9" 4-10" 5'- -6. 3'-6' 6'-3" V-6- '"I) 5'-�- O�-3' 3' 5 7--l' 7 m SIXTH LEVEL PARKING BELOW SIXTH LEVEL HARKING BELOW 0. ------------------------------ ------------ --------------------------------------_------- ........ Ar 4 A:, 29'-0" 29'-0" 29'-D' 1--0-- 16'-8" 29'-0" Ill'-2- 29'-0' 198'-6" G) U6 L LEM X" u (a ---lu ELEC 0 llo s., _1 7—olls--1 ,64 o O LL�QaA �'OATE NOTE: INTERIOR DOORS 1, FRAMES SHALL BE HOLLOW METAL: STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CON-TOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, ECHANICAL. PLUMBING AND ELECTRICAL, CIVIL&LANDSCAPE DRAWINGS EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL& ELEVATOR BY CCIAOR APPROVED EQUI ALL WITH CLEAR IMPACT GLAZING. SIXTH FLOOR PLAN NOTE: FOR ALL LOCATIONS OF FIRE-RATED... D MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES S INDICATED ON THE DRAWINGS-ALL TO HAVE M"l-DADE W1 EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W WALLS OTHER INTERIOR DOORS& FRAMES SHALL HE 'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK& BIDDING(TYPICAL). SCALE:1/8--l'-O" REFER TO SHEET A-30 REVISION E".B. SEJBN=AL ill 02.281 G) O O O BILP.B. cc DO SUBNMAL 08.18.20115 198•-6" • 1 15'-8" j 29'-D" j 29'-0" 18'-2" 29'-0" I 29'-0' 29'-0" I 161-81. i'-o* pw 7'-8' $'-OE 7'-0- .__.-1_5_'-3' 63" 5'-6- 2*40L 56' V-3" Y-6' 63" 5'-6' 27-.0, W-1, 8--l- ._.._2._7'..-0" .10' 5'-6' 6'-3" 6'-3" 5'-6- V707 15'-3' 0' - _'-..0- 2 2 7-0 2 7'-8 ----------- T 1p.� ......------- ------------- ---------- _."__.i_ ..__._..-._ ................ E STAIR 1 STAIR 2 U) to 1D. t6 -0. ........... ............. ...... .......... ----------- ........ ....................... ....... ........... �'-113- 0' 7--S 00 OPEN OFT[CE PLAN • TOP OF STAB A'SEVENITH FLOOR CO3 4 TOP OF SLAB EIGHM FLOOR V-4'� -8- 8! Zl'-4- 83'-2' 31'-0" ll'-S* S-3* 33'-B" ..................................... ...................... o MEN ELI T 7 b P:3'-9' W-4"3'-9' �r 12'-6* 0 0 ELEC. RM. IN ----------------- 77'-6' SS'_O" 33*-S" OPEN 0 C PLAN TOP OF SLAB A SEVENIO FLOOR ---------------- ---- ----------------------------- an 1-16 TUP OF SA EIGHT MOR c6 ----------- -----------------........... --------- LLJ U, Z 0' 6'-313'-6' 6'-3- 5*-6, -9. 1-3- '3 7--l' -0 0 5'-6" 6'-3- 3•-6', 6• V- 8'-l' 4'-10' 5'-0" 4'-0' 6,-3" -6. -3. 5. < < co SIXTH LEVEL PARKING BELOW SIXTH!,LEVEL PARKING BELOW ----------------- 29'-0" 18'-2" V-0-t I 161-81 29'-0" 29'-D" 29'-0' -1" - �' *) ,o;t 198-15" 'ST. 3 4 5 (D pbA iss NOTE: INTERIOR DOORS FRAMES SHALL BE HOLLOW METAL STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE CON 0 CC ORDINATE ALL ARCHITECTURE. STRUCTURAL .EC=T EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL& ELEVATOR B CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. FLU MBING AND ELECTRICAL.CIVIL& LANDSCAPE DRAWINGS MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ SEVENTH & EIGHTH FLOOR PLAN NOTE: FOR ALL OF FIRE-RATED R DOORS&FRAMES SHALL B 'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK& BIDDING CIFYPICAL). WALLS. REFER TO SHEET A-30 OTHER INTERIOR r7ag SCALE:1/8--l'-O" ow REVISION EILP.B. SUBMrrrAL#1 02.1&200 0 0 E.R.P.B. CC DD EE STJ RMrrfAT. Ate 1-eo 1-e1 j 08.2&20" 198'-6' 16'-8" 29'-0" 29'-0' 18'-2' 29'-0l. 29'-0" 29'-0" 16'-B" 1 It V-4- 9._6. g.-S. 67'-2" 27'-0* 49*-0• 'OVERFLOW SCUPPER OVERFLOW SCUPPER OVERFLOW!SCUPPER OVERFLOW SCUPPER OVERFLOW SCUPPEll, -------------- ............. ---------------------------------- O IT-i- 0 R-D. STAIR 1 STAIR 2 i \ / ! _ i i I \-TYPICAL CRICKET TO OF PARAPET WAU. i EL-95'-2" I -------------------------------t ------t- --------------------------- --- ----------- 00 O cn IIII 00 901-10. 72'-B• FIAT lOOF ------------ ---------------- F-- q,TOP OF Sl B PROOF EL..9r-2 ---------------------------------------- ------- 0 oo-- R-- 0 TOW. ELEVATOR MA MUNE ROOM IIII II. tl 7 ❑ T ti TOP OF-VO ROOF CID ............ .............. -------------- ---------- ---------------I--------------- ----------------------- -------------------------------- I MTL. LOUVER ENCLOSURE T TOP OF PAWET WALL - - I EL,95'-2" C. TOP OF-P--T �LL R, L-J BE _7 - -- -- - ------------------- --------------------------------- 10- 1 2- I 194' TOP OF PARAPET WALL EH_ III 0 ............. ......... ............... ............. ILI Lu SD[T EVEL -��,ROOF PAI W, FP --.: ---- U) < < b --------------- ............. ----------- 61 ------------ ------------- TRELLIS ------------ -- --------- . I V BELOW BELOW 16'-8' 78'-2" 27' 0• 5- I. 16'-8' 29'-0" 29'-0' 16'-2• 29'-0" -0" q 29' 41 -D RE D11 U6 U7 O U2 U3 f.e Le U8 U9 R 7i lr7rE NG S c� J. n6 n7 I FOR TYPICAL FLASHING. PARAPET, OVERFLOW SCUPPER.AND NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE. STRUCTURAL ROOF PLAN Z NOTE: ROOF DRAIN DETAILS. REFER TO SHEET A-3 7 MECHANICAL, PLUMBING AND ELECTRICAL. CIVIL&LANDSCAPE DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ SCALE:1/8--l'-O" ARCHITECT PRIOR TO START OF WORK& BIDDING(TYPICAL). REVISION E.R'P.B. BLTBAUTTAL#1 OL28.2006 E.ELP.B. STJBMrrrAL#2 G) G) 0&28.2005 TOP OF CDNC. SLAB TOP OAF CDNC. B AT STAIR ROOF AT STAIR ROOF EL. 4_��-�41-4 4414-�1-�414:L 114144-1111-4 1-�414-� 1-�41-�k IiA14_� 4-4LLL L�414-�P-41-4 4-4144-14-414; -P144-14-41- 1-�41-4 1-414�-1�-41-4 1 T41-111 J-4 144-1 44-1-�41-4 14-41 14-4144-1441111 EL. +91'-2 0 TOP C CDNC. SLAB TOP OF CO C. SLAB AT ROOF .............. .......... ........... .............. ............. 7 lo' TEL 79'--10. — — — — — — - ............... ................. ........... .......... .... El. .P± F P±O F%M.I I B OF C.V..SEA ..................................................................... .......................... ............................... ------------------------------------------------- AT EIGHTH FLOOR .................................................................................... . .... ............................ ................. ................. ................... 77: AT EIGHTH FLOOR ............ ............4�. .............. ......... ................ ................ .............. .............. .............. .............. ..... ....... ............... EL.+68'-6" TOP D CONC. 11 IF 001C.III SLAB PL4 AT SEVENTH FLOOR U3 ...... .............. Q......... .................. ............. AT SEVENTH FLOOR .... ................. ................ ............... ----------- ........ ............. . .......... ............ .......... ------------- ..... ............. --------------- :CY: ........... ............... .... ... .......... ......... ............... ........... ........ .............. ............. ........ .............. .............. ........... ........ ........ ..... ........... .............. .............. ............... ............. ............... ............... ............... --------- -------------- El -------------- ........... ............... 7 0 EL.+57'-2" TOP OF CIONC.SLAB 70-p±OF GONG. SLAB AT SIXTH FLOOR AT SIXTH FLOOR OPEN OPEN OPEN ........... OPEN OPEN ij z EL 48'-10" 0 T_ 0,OF CD NC.r '.SLAB AT SIXTH LEVEL — — — — — — — — — — — — — — — — — TOP OF CONC.SLAB ......... ----- OPEN AT SIXTH LEVEL ........... (D-(D 0 0 OPEN 0 0 EEL _e 0 ±40'-6" SLAB ........... AT FIFTH LEVEL 0,OF FMC. EL 136'-0• TOP OF CONC.SLAB OPEN AT FIFTH LEVEL 0.4 TE L._ �14 • OF CONC. SLAB .............. .............- AT FOURTH LEVEL 44 s. L.±2 :EFOP F7.11C.SUB HO: Tf OPEN AT FOURTH LEVEL OPEN TOP I ;; -- ;._�_- ±23-.IWOC BEYOND aBEYOND OF C _�I_AB BUILDING SIGN AT THIRD LEVEL z 0 0 NO.ILAB AT THIRD LEVEL R: TOP EL 5'1" =L E — — — — _CIDNC. SLAB ±.F AT SECOND LEVEL OPEN ---------- ............................. --------------Amer------------ 7 ................................................................................. L _L RAMP UP --------------R OPEN L ..................:7 L-------MIA&------ RAMP DN. G) EL. V-0 OF CONC. 11 CROSS THRU/ AT SECOND LEVEL PLAZA No ... ............. AT RAMP SLAB .......... ........... fl_�L ........ 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TYPICAL STUCCO WALL FINISH: PAINT- BENJAMIN MOORE HC-51 AUDUI30N RUSSET or TYPICAL ALUMINUM METAL RAILING&GRILLE PANEL AT WINDOWS: PAINT- BENJAMIN MOORE HC-128 lk, CLEARSPRING GREEN TYPICAL ALUMINUM FIXED WINDOWS&DOORS: WITH CLEAR IMPACT GLAZING, PAINT- BENJAMIN MOORE HC-128 CLEARSPRING GREEN TYPICAL PREMANUFACTUREO Mll. LOUVERS: PAINT BENJAMIN MOORE HC-128 CLEARSPRING GREEN TYPICAL STUCCO WALL FINISH: PAINT BENJAMIN MOORE HC-39 PUTNUM IVORY BNEET —u—L ' ^ ." REVISION SUB AL#2 AT STAIR ROOF lop OF-.11c SLAB TOP OF CONC. SLAB AT STAIR ROOF TOP OF CONIC. SLAB OF C.NC.SLAB 04 AT ROOF NC*SLA13 AT EIGHTH FLOOR EE TOP OF CONC. SLAB AT SEVENTH FLOOR .........m- C SLAB OF AT SIXTH FLOOR CID AT SIXTH LEVEL 0 OF C�SLAB OPEN AT SIXTH LEVEL OPEN _A_ AT FIFTH LEVEL CONC,SLAB q, OF OPEN AT FIFTH L EVEL TOP OF CONC.SLAB AT FOURTH LEVEL SLAB OPE AT FOURTH LEVEL N OPEN TOP OF CONC.SLAB OBEYOND BEYOND AT THIRD LEVEL z C4 SLAB AT THIRD LEVEL ~ OF CONC. SIB OPEN AT SECOND LEVEL OPEN OF CONC.SLAB CRO AT SECOND LEVEL CROSSTHRU SS THRU/ AT RAMP OF CONC.SEA AT GROUND LEVEL AT GROUND LEVEL Lu ONC.SLAB AT BASEMENT LEVEL m AT BASEMENT LEVEL 0 EAST ELEVATION (REAR) TYPICAL STUCC COLUMN FINISH: PAINT- BENJAMIN MOORE HC-39 PUTNUM IVORY SCALE:118--l-W TYPI AL PRE-CAST CONCRETE TRIM, CORNICE,AND DENTIL FINISH Mo PAINCT- BENJAMIN ORE HC-39 PUTNUM IVORY NOTE: C NTRRACT R TO COORDINATE ALL ARCHITECTURE. STRUCTURAL, MECHANICAL. PLUMBING AND ELECTRICAL, CIVIL&LANDSCAP TYPICAL STUCCO WALL FINISH: PAINT - BENJAMIN MOORE HC-58 JUMEL PEACHTONE W C E DRAWINGS / EACH OTHER.ANY DISCREPANCIES TO BE OORDINATED W/ . � TYPICAL STUCCO WALL FINISH: PAINT- BENJAM114 MOORE HC-44 LENOX TAN TYPICAL STUCCO WALL FINISH: PAINT- BENJAMIN MOORE HC-51 AUDUI30N RUSSET TYPICAL ALUMINUM METAL RAILING&GRILLE PANEL AT WINDOWS: PAINT- BENJAMIN MOORE HC-128 CLEARSPRING GREEN WITH CLEAR IMPACT GLAZING, � - � � � ' . .,..�. ' . TYPICAL STUCCO WALL FINISH: PANT- BENJAMIN MOORE HC-39 PUTNUM IVORY ~ ..~,. -------- REVIGION ElLP.B. SUBMrrrALOI 02.2&2005 E.114P.Ill SUBN=AL pB 08.2942005 EL. +99'-8" TOP OF CONC. SLAB AT STAIR ROOF :EL — — — — — — — — — — — — — — .P SLAB — AT ROOF ............... ........... ............ ............................... o .......r ::� :wXD, ...........-.................................... ............... ........... . ............................ ............ .............................................. ....................... ...................... . ..... ..................... .................. VI EL. +79'-10" P OF CONC. SLAB AT EIGHTH FLOOR E ................................................ . ............. .............. ........ EL. +68'-6" — — — — — — — — — — — — — — — — — TOP OF CONC.SLAB ...... AT ......................]7 SEVENTH FLOOR ............7.. .................. ..............................................................m .....................................a.......... Pik .............. ......................... ............ .................. ..................... ............... ... ........... ................ ............. . ............... ........... ........ ....... ........... ....... ............................... ..................... (GOD) 0 0 ch EL. OP OF CONC. SIB AT SIXTH FLOOR 44 ko EL. 148'-10" TOP OF CONC. SLAB — — — — — — — — — — — — — — — — — — — — — — AT SIXTH LEVEL OPEN OPEN OPEN OPEN EL. +40'-6' T— — — — — -- — — — TOP OF CONC.SLAB 44.................................................. 4 'Is_lol�Gel AT FIFTH LEVEL ................................................ OPEN OPEN OPEN OPEN 12 12 12 TOP El_±32'-2 SLAB -- — — — — — — Pw OF CONC. AT FOURTH LEVEL .............. OPEN OPEN OPEN OPEN TOP F SLAB CONC.0 0 BEYOND ...... 0 BEYOND 0 BEYOND • AT THIRD LEVEL I•..-1 Ell- +15'-6" • TOP OF CONC. SLAB — — — — — — — — — — — — — — — — — AT SECOND LEVEL OPEN OPEN OPEN OPEN RESIDENTIAL n GROSS THRU ................................................. APT.BEYOND PLAZA ARCADE TOP OF CONC.SLAB 71 --------------------------------- AT RAMP ................................................ ... TOP OF CONC.SLAB AT GROUND LEVEL (EL +13'-9"N.G.V.D.) ui m w FP(E--)El 2'--- --------------------LL--------------------------------------------------------------------------------------------------------- TOP NC. AT BASEMENT LEVEL 0 =w u) Z 1<0 1<1 FINISH&COLOR LEGEND NORTH ELEVATION Ol TYPICAL STUCCO COLUMN FINISH: PAINT- BENJAMIN MOORE HC-39 PUTNUM IVORY SCALE: 0. TYPICAL PRE-CAST CONCRETE TRIM, CORNICE,AND DENTIL FINISH: I PAINT- BENJAMIN MOORE HC-39 PUTNUM IVORY NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE.STRUCTURAL, O TYPICAL STUCCO WALL FINISH: PANT- BENJAMIN MOORE HC-58 JUMEL PEACHTONE MECHANICAL, PLUMBING AND ELECTRICAL,CIVIL& LANDSCAPE DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W1 oWA ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). O TYPICAL STUCCO WALL FINISH: PAINT- BENJAMIN MOORE HC-44 LENOX TAN TYPICAL STUCCO WALL FINISH: PAINT- BENJAMIN MOORE HC-51 AUDUBON RUSSET OTYPICAL ALUMINUM METAL RAILING&GRILLE PANEL AT WINDOWS: PAINT- BENJAMIN MOORE HC-128 'te B CLEARSPRING GREEN TYPICAL ALUMINUM FIXED WINDOWS&DOORS: WITH CLEAR IMPACT GLAZING, PAINT- BENJAMIN MOORE HC-128 CLEARSPRING GREEN F(j] TYPICAL PREMANUFACTURED MTL. LOUVERS: PAINT- BENJAMIN MOORE HC-128 CLEARSPRING GREEN -ni OB TYPICAL STUCCO WALL FINISH: PAINT- BENJAMIN MOORE 'C-39 PUTNUM IVORY REVISION EJLPJB. SUBNnTAL#1 02.2&2006 EJLPJ3, SUBMIlWAL#2 08.28.2005 EL +99'-B" TOP OF CONC. SLAB STAIR ROOF - - - - - - - - - - - - - - - ELF 9'CONC.2 0 OF SLAB 04 ................................................. AT ROOF 0I ............... ............... . ..... . ........ Vl -------------- ............ . .................... ................................................. EL 7.F±.7C.Wli SIB -4 ---------------= AT EIGHTH FLOOR ... ...........- ........ ...... 0 .. ......... .......... ....... ................................................ — — — — — — — — — — — TOP OF CONC.SLAB ................. ............................. AT SEVENTH FLOOR ...............m.............................. , a ............M............................... .................................................... PL4 ............................................... ............................................. ................................................................... ................................................ .......... ... ............ ........... ............ ............ ........ ........ . . .............. ........ ......... ---------------- G0 ............. co iE cn L 5 -2 0 7.�±.F7C.1NC.S. PT4 00 L--------- ............ AT SIXTH FLOOR o OPEN OPEN OPEN OPEN TOP OF CONC.SLAB AT SIXTH LEVEL .......................................... ... ............ ............I.............. ........................... EL. 136'-0• OPEN OPEN OPEN OPEN TOP OF CONC.SIB 12 12 12 AT F 1 FrH LEVEL ................................... ........... ..................... ............ -4, -0.................... TOP OF CONC.SLAB OPEN OPEN OPEN OPEN AT FOURTH LEVEL O BEYOND O BEYOND O BEYOND O4 BEYOND �P W7 ................................................. TOP OF CONC.SLAB 777 AT THIRD LEVEL r OPEN OPEN OPEN OPEN — — — — — — — — — — — - 1 . EL.+1 .-0ti TOP OF CONC.SLAB AT SECOND LEVEL ARCADE CROSS THRU ...................----- EL.0'-0" -------------------------------- - TOPOl ClINC.SIB A ----------------------------- T GROUND LEVEL ------------------------------------------------------- (EL. +13'-9"N.G.V.D.) a .01 TEL� 3 T D NC SLAB AT BASEMENT LEVEL 0 FMSK&COLOR LEGEND SOUTH ELEVATION TYPICAL STUCCO COLUMN FINISH: PAINT- BENJAMIN MOORE HC-39 PUTNUM IVORY SCALE: d 4"*d�'A TYPICAL PRE-CAST CONCRETE TRIM, CORNICE,AND DENTIL FINISH- PAINT- BENJAMIN MOORE HC-39 PUTNUM IVORY NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, TYPICAL STUCCO WALL FINISH: PAINT- BENJAMIN MOORE HC-58 JUMEL PEACHTONE MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL& LANDSCAPE DRAWINGS ;9!-A W1 EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ ARCHITECT PRIOR TO START OF WORK &BIDDING(TYPICAL). Ad TYPICAL STUCCO WALL FINISH: PAINT - BENJAMIN MOORE HC-44 LENOX TAN TYPICAL STUCCO WALL FINISH: PAINT - BENJAMIN MOORE HC-51 AUDUBON RUSSET TYPICAL ALUMINUM METAL RAILING&GRILLE PANEL AT WINDOWS: PAINT- BENJAMIN MOORE HC-128 CLEARSPRING GREEN O TYPICAL ALUMINUM FIXED WINDOWS&DOORS: WITH CLEAR IMPACT GLAZING, PAINT- BENJAMIN MOORE HC-128 CLEARSPRING GREEN I.., t T o� TYPICAL PREMANUFACTURED MTL. LOUVERS: PAINT- BENJAMIN MOORE HC-128 CLEARSPRING GREEN A� O 'fl"DATr TYPICAL STUCCO WALL FINISH: PAINT - BENJAMIN MOORE HC-39 PUTNUM IVORY NEW OFFICE' FOR JEFFREY J. WEISS 7211 S.W.62nd AVE. SOUTH MIAMI,FLORIDA (305) 448-9989. INDEX OF DRAWINGS ARCHITECTURAL COV MER OF URANVINGS AINO CONSULTANTS N SEISMIC SURVEIF.DIMOLITION A. RITEMINANGNOWN F A., GROUND LEVEL PLAN ANT)NOTES AA SECOND�PLAN ANDNOTES ......................................................................................................................................................................................................................................................................................... ..................................... THIRD LEVEL PLAN AND NOTES 11 11 11 11 11 11 till 11 1111111111 111111 11111111 11 IIH 11=1111 111111 1111 111111 11 11111111 11 1111 11jE]jj[]j]j=fjjj. 1111 1111 111111 11 HiIII 111111 11 H1111 11 111 ............... TXPR IZVEL PLAN NOTES SIXTH FLOOR PLAN AND NOTES — --7---- --- REM ffEv ,TIME EvEN`M&EIGHTH FLOOR PLAN AND N� AJ I ROOPPLANANIDNOM ........... .......... ........... ......... ......... ....... ......... ........... —3 Emmunt DuLLDING E3ZVAT1ON AND NOTES A-Ld EXTR TORAIRILDINCELEVATIONANDNOTES ... ............................................................ .................... ................................. .......... ............................................. ........................................................... .......................................................... A.I5 EXTERtO PUTIMNGELF ATIONANDWITIS ............................................. ............. .. ............... ............. .............. ...........2-1-1-7-11........ ........... .............. ............. ............... .............. ........... ............... A.16 13ITERIORBUILDINOELEVATIONANDNOTES ---_.-..- -------. ........... ...... ........ ......... -------- 11; BUDDING a SECTIm- AAA BUILD C SECTION lar .......... BUILDING SECTION ROOM NGRRM—�. .......... ........ A- ........... --------U AAA TYPICAL ErEZRIOG WALL SECTIONSIA-A OR ................ ...... ............. .......... .......... ............. . ....... ....... 1......... .......... ................. ....... ..... AAAAA A &TAAMR.O1 I SSEECCTI OON N N ..... STAIR"SECTION me TO=ROOM PLAN&=VAnozm=mmc��nm AJO Tonzr Room PLAN a ELEVATION]i=OUND FlOGRALETAIL) -- -------1�--..... NI Typt WALLDETAILS&NOTES, --- -----. ....... TYFHAL ROOF UErAILN mDres STRUCTURAL � I I- SA GROUND W.O.PRANONG P,�,RA................ ............................... SA THIRD&FOURTH FLOOR FRAMING PLAN --- ........................................................ (7) 0 C. C) .................................................... SDrrH TO EIGHTH PLOOR PIiMfII.0 PLAN &7 ............................................................ REINFORCING DETAILS&accri 1211:3 . ........................ G --,g t, ............................................................. gm 910 RVMMRCrNa PTAMA&REMOM. ....................... ... ..................... v:.9 8.11 PRE CAP DETAILS ............. .1 Rf"AWHINRMON.— N 44: ..................... 3.13 NOTES A, ETAILS -j la MECHANICAL ALI FAREh[ENTI E. fl: lal b`A GROUND FLOOR-REECHANECAL PLAN REM."FLOG -AIRCHANICALFLAN qg, FOURTH FLOOR-bMCILkNICAL PLAN AL4 THIRnvLonn.AIRGRANICALRAN 111 EMU-- F-Lv-�-al I: ALI W',gzam SIX THR. MMR-WX.ANICAL MAN ��011- MJ ................ U. SCHMULM DETARS&SECTIONS ............................. ............ ALIL a c LimmumsI; &SECTION7 At. DETAILS&NOTES ...... ...... PLUMBING PA DASEb(ENT LEVEL-PLUNIDING PLAN PA r,ROUN11%DGR-%.tIMRIND RAN ffRUCNG",OG -p—INGMAN PA THHU)FLOOR-PLMXMG PLAN x: --m m PA 'IFIFIFLOO -PLUMIGNOPLAN P.7 SOL THRU RIGHT FLOOR-PLUNMINC PLAN I.... sm. PA ROOv-PLUNIBING FIRE PROTECTION HARRALENT—FLEAF8OTECTIONFLA2, "A GROUND FLOOR-I=PROTECTION PLAN PPA BECONDFLOO -FmPRO`mOrmPLAN T RE E T E L E V A T 1 0 N PTA THIRD FLOOB-FIRE PROTECTION PLAN P FLOOR-FIRE PROTECTIONPLAN PTA FIFIRFLOO -FIRE PROTECTION PLAN PAPA PAPA ROOF-77 PROTECTIONFLAN FP4 nRrA"A&NGTFS ELECTRICAL R., RmS 12 RNT I EVE.- R�. CA..m AN EJ GROUND FLOOR.ELECTRICAL PLAN RA SECONDFLOO -ELECTRICALPIAN EA TRIRDFLOOR-ELZCTIIPCALPLAN EA Palm FLOOR-ELECTRICAL PLAI, rALF1,AN RA HOOP-RIRCTTUCAL PLAN E.1A mxcmTcALmCSm W—Nvm, EL ELECTRICALSCREDUIRSANOTES E.1! ILIS ELECTIUCALLICHEDUL12LDETACB&ND CONSULTANTS DATES&REVISIONS CrVIL C.1 PAVINO.GHADINGkDRAINAGEPTAN CA PAVW13 k DRAINAGE DETAILS PLAN CA UTFLYPT TIAN PERMIT&BID SET LANDSCAPING � LANDSCAPII 811E PLAN STRUCTURAL ELECTRICAIJMECRANICAUPLUMBING CIVIL LANDSCAPE AND E.R.P.B.SUBMITTAL ZVONIMIR T.BELFRANIN,P.E. GUERRERO/GONZALEZ ZAMORA&ASSOCIATES,INC. GEOMANTIC DESIGNS,INC. 01-28-05 CONSULTINC STRUCTURALLENGINEER ENGINEERING,INC. Jerry Zamora,P.E. ROBERT PARSLEY,A.S." Mo$8074 MIh..lC.(;..—ro.PY� CIVII E.gw-r 6800 S.W.$let Street E.R.P.B.REVISED SUBMITTAL#1 4838 S.W.74th Court Mechanical Enz Lic.015235 E1100006-79i Mi—I.Florida 33143 Miami,Florida 33166 Rf..l L Go...I..P.E. PE 044207 Tat.(805)(1"4688 02-28-05 PJB ASSOCIATES Me Tel(305)889-0266 Electrical E,g•Lim0II057 11410 North Kendall Drive,Suite#302 E.R.P.B.REVISED SUBMITTAL#2 4800 SW 78rd Avenue,Sit.0107A M1..I,M.rfdA33I76 Afin.J,Florid.33155 Tal.(305)273-7801 03-28-05 ARCHITECT TeL(306)262-0044 E.R.P.B.REVISED SUBMITTAL#3 2990 SW 35TH AVENUE MIAMI,FL. 33133 04-11-05 AA#0003085 (305) 448-0710 GENERAL NOTES LEGAL'DESCRIPTION SUBMITTAL#1 02.28.2006 LOTS B THIRD 11,BLOCK I,-REVISED .. E3LP.0. ID SUBOIITTAL#2 POINCIANA PARR",ACCORDING TO THE 1` `' 08.28.2005 I. ALA DOCUMENTS A201. •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, 20. CONTINUED PLAT THEHIDF,AB RECOBDED IN PLAT LATEST EDITION, "SHALL GOVERN ALL WORK UNDER THIS CONTRACT AND SHALL APPLY - $OOR 4I,AT PAGE 4I,OF THE PUBLIC 0 - , E,RP.B. TO ALL TRADES AND IS HEREBY INCORPORATED INTO THESE DOCUMENTS. B. ALL ABOVE UTILITIES SHALL COMPLY WITH F.B.C.AND ALL APPUCABLE £ / S p) ``f I.; � : 9UBOII'FfAL#8 LOCAL CODES, RECORDS OF MIAT111-DARE COUNTY, f:_ 2, A. ALL WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL CODES,THE LATEST FLORIDA. 04.11.2005 C. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES,OVERHEAD ,� EDITION OF THE FLORIDA BUILDING CODE(HEREIN ALSO REFERRED TO AS F.B.C.), AND UNDERGROUND,PRIOR TO CONSTRUCTION AND COORDINATE WITH 1 G f - ANO UPDATED LOCAL ZONING ORDINANCES. ARCHITECT/OWNER PRIOR TO START OF WORK. - H p pM1 3 A q.. B. THE CONTRACTOR SMALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ALL DISCREPANCIES OR NEEDED INTERPRETATIONS D. ELECTRICAL POWER.TELEPHONE WATER AND CAS SHALL BE RUN UNDERGROUND. ...... .. K: PRIOR TO COMMENCING CONSTRUCTION. ALL TO BE VERIFIED WITH ARCHTTECT/OWNER. THE CONTRACTOR SHALL COORDINATE 3 - J"�"'� -""...'- y -••sue ... '@l`+:�M TIE-INS AND SERVICE WITH UTILITY COMPANIES PRIOR TO START OF WORK. ` .)y v�') N S "!` t,a "�'"' -'•'c N14 s - C. IF-AN EXISTING CONDITION OF THE PROJECT 15 BEING BLOCKED BY THE NEW LOCATION MAP (N.rsJ •`""'"'"""'`-' ..r x - ''s's` "y) 4 CONSTRUCTION AND IT IS NOT SHOWN ON THE DRAWINGS,CONTRACTOR TO RECENE APPROVAL FROM THE ARCHITECT TO PROCEED W/CONSTRUCTION PRIOR 21.ALL PREMANUFACNRED ITEMS SUCH PS RAILINGS,SKYLIGHTS,EXTERIOR WINDOWS AND ® �.✓C:.� / f iItS,5.' /�?'. ^%N+:+•)Y'.+? F ;c Eo c .4.� ! ♦ ?' •-i`< I '4""'""-\l f`�Y -� `� DOORS,BUT NOT LIMITED TO THESE,SHALL BE UNDER A SEPARATE PERMIT. GENERAL E•�' -' - : s 3 - " A'..#'>.<4 I .-. ,H TO THE START OF CONSTRUCTION. CONTRACTORS,AND ANY SUBCONTRACTOR PROVIDING THE ABOVE ITEMS SHALL PROVIDE I - _ . + : ,,,,,fi py y., SIGNED AND SEALED CALCULATIONS AND SHOP DRAWINGS. ALL SUBMISSIONS SHALL BE _ - ACCORDING TO N.F.PA. 101 AND LATEST F.B.C.FOR A/E APPROVAL PRIOR TO 3. OMISSIONS FROM DRAWINGS AND/OR MISDESCRIPTION OF DETAILS OF WORK WHICH RE MANIFESTLY NECESSARY TO CARRY OUT INTENT OF DRAWINGS OR RE CUSTOMARILY FABRICATION AND ORDERING. ALL MANUFACTURED ITEMS SHALL SHALL MEET HIGH ..fig: a PERFORMED SHALL NOT RELIEVE CONTRACTOR FROM PERFORMING SUCH OMITTED OR VELOCITY HURRICAN ZONE(HVHZ)PRIOR TO ORDERING AND WORK,TYPICAL C/ �.�`' \ °F MISDESCRIBED DETAILS OR WORK,BUT SHALL BE PERFORMED AS IF FULLY AND _ THROUGHOUT PROJECT. aW.�f:e eT 1 S K) W CORRECTLY SET FOR AND DESCRIBED IN DRAWINGS USING MOST APPROPRIATE ^ ' 'x ,;• ) M ETHOO,WITH FINAL APPROVAL ISSUED BY ARCHITECT TO ALLEVIATE CONFLICTS OF 22. TYPICAL THROUGHOUT PROJECT: WHERE SLOPE IS INDICATED WITH R ARROW. II I Y.� \ .F f \ ' C, ,� \� �. f S L 7 5 ":t SCHEDULING,DRAWINGS,DETAILS,AND/OR SPECIFICATIONS @CONSTRUCTION COSTS. CONTRACTOR TO PROVIDE 1/4"PER FT.MIN.SLOPE OR AS NOTED. ; 4. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY 23. ALA DOCUMENTS A201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, ]--- C I% ' Z C \ \\ \ 3 3 ' A 1'^.�2 uiAE dI VII MECHANICS SKILLED IN THEIR RESPECTIVE TRADES. LATEST EOMON."SHALL GOVERN ALL WORK UNDER THIS CONTRACT AND SHALL APPLY TO ALL TRADES AND IS HEREBY INCORPORATED INTO THESE DOCUMENTS. -J 5. CONTRACTOR SHALL BE RESPONS19LE FOR QUALITY AND PERFORMANCE OF ALL G yMATERIALS,APPLIANCES,AND WORK. ALL MATERIALS,EQUIPMENT,RD SYSTEMS SHALL 24.ALL WINDOWS AND DOORS TO HAVE MIAMI-OADE COUNtt APPROVAL WITH IMPACT CLEAR $ .I. C�t 3:'. fe'!BE INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE STANDARDS AND GLAZING.MANUFACTURERS WRITTEN SPECIFICATIONS,INSTRUCTIONS,RD RECOMMENDATIONS. 25.THE PLANS AND SPECIFICATIONS RE NOT INTENDED TO DEPICT EACH AND EVERY DETAIL.6. THESE PLANS MAY BE USED ONLY UNDER SUCH CONDITIONS IN WHICH ALL APPLICABLE AS THE PARTY IN THE FIELD,THE CONTRACTOR IS IN THE BEST POSITION TO VERIFY THAT � • h5,0 t '� -_1. -:EA 0 SAFETY LAWS.RULES.RD REGULATIONS RE THE SOLE RESPONSIBILITY OF THE SLL LON�O SOONS RE COMPLETED TO PROVIDE A WATERTIGHT STRUCTURE. THE CONTRACTOR �' , (�CONTFtACTO R. 7. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 26. DEMOLITION NOTES: f /I I THAT EASEMENTS AND A CONTRACTOR TO COORDINATE WITH OWNER REGARDING ANY SALVAGEABLE F+I S. CONTRACTOR IS RESPONSIBLE SETBACKS RE NOT ENCROACHED. EAGLE ITEMS PRIOR TO DEMOLITION. ANY ITEMS INDICATED THAT ER OF 9. COORDINATE ARCHITECTURAL DRAWINGS WITH STRUCTURAL,MECHANICAL,ELECTRICAL SALVAGEABLE CONDITION ARE TO BE BROUGHT TO THE OWNERS AND PLUMBING DRAWINGS. ANY DISCREPANCIES ARE TO BE BROUGHT TO ARCHITECT'S ATTENTION 50 THAT THEY MAY BE RELOCATED PER THEIR DIRECTION. ATTENTION FOR CLARIFICATION PRIOR TO BIDDING AND WORK. ..M *.j.. y 4w �"""•"' -'°°'fs,...� ., ,a'S y,:....:Y �?�i. rP,I B. ALL EXISTING EQUIPMENT AFFECTED BY NEW CONSTRUCTION SHALL BE FBI REMOVED/RELOCATED. VERIFY LOCATION WITH OWNER. `y<"./A..'.,.s` fce,. ':\P g^`+lJ: t)j! 10. TYPICAL-ALL WINDOWS AND DOORS TO BE IN ACCORDANCE TO THAT SPECIFIED IN THE V: •e'er r3:: DRAWINGS AND APPLICABLE ITEMS OF CHAPTER 24 OF THE FLORIDA BUILDING CODE. C. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS,AND EQUIPMENT TO - 'xT +^t�ti:A. ,O ' �' .u•N "`' DISCONNECT,DISMANTLE,REMOVE,RO SALVAGE IN THE DISPOSITION OF 11.PROVIDE ALL SITE CLEARING,EXCAVATING TO REQUIRED GRADES AND LINES,BACKFILL, DEMOLITION INDICATED IN THIS PLR. f't0 It OrG GRADING FILL,COMPACTION AND DEWATERING AS REQUIRED TO EXECUTE THE WORK.ALL - - FILL UNDER SLAPS SHALL BE COMPACTED FINE SAND FILL SET IN 6"LAYERS TO 95% D. HOLES OR OTHER DAMAGE LEFT BY CONTRACTOR SHALL BE REPAIRED BY - O DENSITY ASTM 1157. PRESERVE ALL EXISTING TREES AND SHRUBS UNLESS OTHERWISE CONTRACTOR AT HIS OWN EXPENSE. SPECIFIED BY LANDSCAPE RCHTECT/OWNER. E. UPON COMPLETION OF DEMOLITION THE ENTIRE AREA SHALL BE CLEANED �. 12. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND LEAVE THE SITE GRADED OF ALL DEBRIS AND PREPARED FOR NEW CONSTRUCTION. - '(. 'rI�TT AS INDICATED ON THE SITE PLAN OR AS SPECIFIED BY ARCHITECT/OWNER - F. EXISTING CONDITION NOT SHOWN ON THIS PLAN SHALL BE REVIEWED 13. FINISH GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AND PROPERTY LINES. WITH THE ARCHITECT/OWNER PRIOR TO REMOVAL AND WORK. - 63., G. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES - - - 14. FREBLOCKING:CONTRACTOR TO PROVIDE FIRE SLOPE PER SEC.705.3&2305.1 OF AND SAFETY BARRIERS R REQUIRED BY WORK INCLUDING DUST CONTROL - F.B.C.TYPICAL THROUGHOUT RESIDENCE. MEASURES. - A 15. REFER TO ENGINEERING DRAWINGS FOR ALL ENGINEERING INFORMATION. H. CONTRACTOR SHALL PREPARE ALL EXISTING SURFACES AND CONDITIONS AS NECESSARY TO RECEIVE ALL NEW WORK AND SHALL ALSO EXAMINE 16. ALL RAINWATER SHALL PERCOLATE IN THE GRASS AREA(GRASS)OR AS NOTED. ALL,SHEETS AND VERIFY ALL DIMENSIONS BASED ON EXISTING 17. ALL WORK SHALL COMPLY WITH CHAPTER 10&36 OF FLORIDA BUILDING CODE AND CONDITIONS AND SHALL CONTACT ARCHITECT FOR CLARIFICATIONS OR _ INTERPRETATIONS AS NECESSARY FOR A COMPLETE JOB PRIOR TO WORK.• "'' "' ^"^ :- NFPA 101. TYPICAL THROUGHOUT THESE DOCUMENTS. ....... ...„, ,. ...... I. ALL EXISTING STRUCTURE&DRIVEWAYS TO BE COMPLETELY DEMOLISHED 18. ELEVATIONS SHOWN ON THE PLAN REFER TO NATIONAL GEODETIC VERTICAL DATUM UNLESS NOTED.SITE TO MAKE READY FOR NEW CONSTRUCTION. REFER r-1 (N.G.V.D.). - TO SPECIFICATIONS FOR MORE INFORMATION. w 19. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER J. CONTRACTOR TO TAKE COMPLETE CAUTION AND CARE TO ALL EXISTING APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE UTILITIES(OVERHEAD AND UNDERGROUND.) - H TREATMENT TO NEW CONSTRUCTION--ALL NEW STRUCTURES SHALL COMPLY TO SECTION 1816 OF F.B.L. K. CONTRACTOR TO PROTECT AND PRESERVE ALL TREES PRIOR TO DEMOLITION.VERIFY EXISTING LANDSC;ZPING W/ARCHITECT PRIOR TO 20. URLItI'NOTES DEMOLITION AND WORK. ZONING INFORMATION O A GENERAL CONTRACTOR TO VERIFY EXACT LOCATIONS OF THE FOLLOWING EXISTING SUR•EY OUTSIDE THE PROPERTY LINE: L CONTRACTOR EL COORDINATE ALL ARCHITECTURAL,MECHANICAL, ZONING: MU-5 CITY OF SOUTH MIAMI WE1SS 1. ELECTRIC SERVICE STRUCTURAL ELECTRICAL AND PLUMBING DRAWINGS W/EACH OTHER. T.O.D.O. 2. WATER MAIN ANY DISCREPANCIES TO BE COORDINATED W/ARCHITECT PRIOR TO START N.T.S. 3. TELEPHONE OF WORK. FLOOD ZONE: X LOT AREA: 25,011 S.F. NORTH r, REQUIREMENTS ALLOWED - PROVIDED CV 100 Fi.FROM SIDEWALK 100 FF.FROM SIDEWALK BUILDING HEIGHT (WIT-1 T.O.D.D.BONUSES BELOW) 3 FRONT SETBACK 20'-0"ABOVE 4TH LEVEL 20'-0"ABOVE 4TH LEVEL � BUILDING CLASSIFICATION REAR SETBACK * 20'-0" 20'-0 SIDE SETBACK 0'-0" 0'-0" 0 OCCUPANCY=MIXED MEANS OF EGRESS: FIRE EXTINGUISHER CALCULATIONS - * FOR THOSE PROPERTIES THAT BACK UP TO PUBLIC OPEN SPACE OR EASEMENT, BUSINESS GROUP B - CLASS"A"FIRE EXTINGUISHERS MUST BE PROVIDED BUILDINGS MAY BE BUILT IN REAR TO WITHIN 5'OF THE REAR PROPERTY OR MERCANTILE GROUP M OCCUPANCY.LOAD PER FLOOR AT 1 EXT./11.250 SF RATIO. EASEMENT LINE. ` SPECIAL STORAGE AUTOMOBILE PARKING GARAGE - (FBC 7004.2.) - RESIDENTIAL -MIN.NUMBER OF REQUIRED EGRESS STAIRS=2 30837(SF)/11,250(F.E./SF) =3(F.E.)PER - ) BLDG.AREA: FLOOR ? BASEMENT LEVEL PARKING = 11,086 S.F. -MAX.TRAVEL DIST.:300 FEET SPRINKLERED GROUND LEVEL(RETAIL) -3,647 S.F. -MAX.DEAD END CORR.LENGTH-50'-0" ADDITIONAL"B"AND"C"MUST BE PROVIDED IN THE PARWNG REQUIREMENTS PER SOUTH MIAMI FBC TABLE 1004 FOLLOWING AREAS: GROUND LEVEL(RESIDENTIAL)=994 S.F. ( ) STORAGE ROOMS,ELECTRICAL AND MECHANICAL ---- SECOND LEVEL(PARKING)- 17.391 SF. COMMON PATH OF TRAVEL-75'-0" FBC SEC. 1004.1.3 ROOMS.KITCHEN.SCIENCE LABS.TELECOM CLOSETS, PARKING STALL SIZE=9'-0"x iB'-0" YAMKINA Nf IyI/IMIlD N/ THIRD TO SIXTH LEVEL(PARKING)=75,677 S.F. ( ) AISLE SIZE-23'-0" "��/rr AND COMPUTER LABS. /� -//'; `•/' o SIXTH TO EIGHTH FLOORS(OFFICE)=51,372 S.F. HANDICAP STALL SIZE= 17'-0'x 16'-0" TOTAL PARKING REQUIRED=243 STALLS CALCULATION OF ROOM CAPACITY FOR INCLUDES REQUIRED 5 HANDICAP PARKING STALLS ,✓,% W L� q TOTAL OCCUPIED AREA OF MULTISTORY BLDG. STAIR CALCULATIONS RAMP s12E vnorH-z2'-o" ( ) ;'%�.��/ �.1�� „�;?:'.' "/ /// j �_ EXIT PURPOSES' /:' ...r:.j;vi,� %i.�/�/ / F- 56,013 S0.FT. STAIR CALCULATIONS BASED ON EIGHT FLOOR PER T.O.D.D. BASED ON NFPA 101,NOTED ON EACH TYPICAL OCCUPANCY: SY.PARKING REDUCTION DUE TO ARCADE& TYPE OF CONSTRUCTION =TYPE (FBC TABLE 5001 ROOM. TOTAL No.OF OCCUPANTS- 172 THREE(3)USES: 205 REDUCTION DUE TO THREE USES. -NUMBER OF STORIES-B PROPOSED+ BASEMENT LEVEL MIN.OCCUPANCI LOAD FBC TABLE 1003.1 ' / / /- �/ / /j%/ %j% =W NUMBER OF STORIES ALLOWED=NO LIMB RETAIL=30 GROSS ( ) EXIT CAPACITY- 172 OCCUPANTS•0.30 INCHES- OFFICE TOTAL NUMBER OF REDUCED PARKING-61 STALLS .-%'// //'�/ // !' i / //j//r/j/ /// O OFFICE SPACE= 1 STALL PER 2.F S.F. 7�� j // z :MAX.-ALLOWABLE BLDG.AREA-UNLIMITED OFFICE=100 GROSS TO 52 INCHES TOTAL OFFICE SPACER 4fi,147 S.F. W PARKING GARDE=200 ACROSS TOTAL STAIR WIDTH REQUIRED =52 IN TOTAL PARKING REQUIRED=231 STALLS r � / ,: „//�1 /� Q Ir Q TOTAL PARKING SPACES REQUIRED= 182 = RESIDENTIAL=200 GROSSp"o=o"o=o=o=o o=o=o"o"o=o=000"o= FIRE RESISTANT RATING(FHC TABLE 600) - PROPOSED(2)TWO STAIRS - - TOTAL PARKING SPACES PROVIDED= 190 I o0"Oo I I I Q NOTE BUILDING IS FULLY SPRINKLERED EXIT TOTAL CAPACITY= 176 INCHES PROPOSED RETAL \ m G -EXTERIOR BEARING WALLS-4 FIR. EXTRA PARKING SPACES-8 RETAIL SPACE- 1 STALL PER 3F. S.F. n (NORTH&SOUTH WALLS)NO OPENINGS FINISHES EXIT CALCULATIONS TOTAL PARKING REQUIRED 7-210 STALLS -- d 4 HR.(EAST&WEST WALLS)NO LIMIT ON OPENINGS -ALL FLOORS SURFACES WHICH MAY BECOME REQUIRED= 172 OCCUPANTS x 0.20 IN=35 INCHES -EXTERIOR NON BEARING WALLS-NC(NON SLIPPERY SHALL HAVE A NON-SLIP IMPERVIOUS PROVIDED NORTH DOORS 36 IN - RESIDENTIAL COMBUSTIBLE) FLOORING, E.G.TOILETS&CUSTODIAL CLOSETS. PROVIDED SOUTH DOORS=36 IN RESIDENTIAL SPACE-2 STALLS PER UNIT -FIRE WALL 4 HR. -ALL GLASS SHALL BE TEMPERED OR LAMINATED, TOTAL PROVIDED-72 INCHES TOTAL RESIDENTIAL SPACE=1,039 S.F. -INTERIOR BEARING WALLS=3 HR. UNLESS LOCATED IN A RATED PARTITION WHERE TOTAL PARKING REQUIRED 2 STALLS -COLUMNS -3 HR.(SUPPORTING MORE THAN 1 FLOOR) - WIRE GLASS SHALL BE USED. OTHER REOUIREM ENTS: B.W. 62nd AVENUE -BEAMS -3 HR.(SUPPORTING MORE THAN 1 FLOOR) -MFRS OF EGRESS SHALL BE CLASS"8"OR BETTER. -ALL DUCTWORK CROSSING CORRIDOR WALLS SHALL ----------------------------- L, -ROOF AND ROOF ASSEMBLY- 1 HR. - -ALL OTHER SPACES SHALL HAVE CLASS"C' HAVE SMOKE DAMPERS -FLOOR SLAB=2 HR. FINISHES OR BETTER. r F' T.O.D.D. BONUSES PROVIDED BONUS 1q� ARCADE 5,S PARKING REDUCTION. AREA OF ARCADE � - - NOT COUNTED IN TOTALS �T PLUMBING FIXTURE CALCULATIONS UNDERGROUND PARKING ONE(1)ADDITIONAL OFFICE FLOOR DEMOLITION PLL�r c u OCCUPANCY MALE MALE MALE FEMALE TEMPLE DRINKING MORE THAN THREE USES 20%PARKING REDUCTION SCALE:1' 80'-V T� BASED ON FPC WC URINAL LAYS WC LAVS FOUNTAINS NORTH TABLE 403.1 PUBLIC PLAZA ONE(1)ADDITIONAL FLOOR zeerm a>® REQ. PROV. RED. PROM. RED. PROV. RED. PROV. RED. PROV. RED. PROV. FULL FRONTAGE ONE 1 ADDITIONAL FLOOR NOTE: u,AAwu FIR () ST FLOOR UNISEX HANDICAP TOILET PER EACH RETAIL SPACE. DEMOLISH ENTIRE BUILDING&OTHER ITEMS BELOW GRADE, RETAIL SPACES "CROSS-THRU" ONE(1)ADDITIONAL FLOOR SIXTH TO EIGHTH FLOOR 531-011EET OFFICE SPACE 2 89 MALE - TOTAL BONUSES= 4 EXTRA FLOORS&PARKING REDUCTION BE FEMALE A-1 —EXISTING POWER POLE r—INTERLOCKING PAVERS EX ILTRATION SYSTEM-REFER REFER TO EXISTING SURVEY Rim REFER TO DETAIL THIS SHEET TO CIVIL DRAWINGS E-R.P.H. sowoo'oo"w 200-OW, 'R, SUBNMAL#1 -------- ------------------------------- ------ 02.2&2005 -------------------------------------- ----------- ----- ----- ---------------------------------- E.R.P.B. SUBMITTAL#2 03.2&2005 ExyA UBmirrAL#3 ———--———--—— 04.11.2005 PLAZA I PLAZA TOP OF FINISH 71'EL-b,"(+,a-e X TOP OF FINISH EL-O-S'(+13'-4"N.G.S.D.) .......... ............. ................ ............. L.......................................... C'. -------.... STAIR#2 ........................ ................................------------------ .......................... o STAIR#1 ... ....... rb '_0 84'-4' 28*-6' -0 -8• 4,0• _ / FLAT ROOF 0 COOLING z a JE TOWERS r rz ELEVATOR MACHINE ROOM 0 C, T ED 9.1 z 0 z 7 7 —MTL.LOUVER ENCLOSURE ROOF SELOW—_ ROOF BELOW z 187'-2' CS ,—PARAPET WALLS t-- --------------- ------------ -------------------.---- .--.. ---------------------- -------------------------------------- -------------------- 7 ...............---- A Sim,i LEVEL SEK: KING ROOF PARKING B W R60FPA Ow .............. L----- -------------- . ! 1. ; ---------- ------- -------------------- Lu ------------ --------------- LL 4 — — - — — - — — - — — - — ---------- 0 —NWOO'00'E 200.00. (a &M) co Z---CUREI CUTS-REFER 70 CIVIL DRAWINGS '--EXISTING CURB ZLIS C11-1111:1 TO CIVIL DRAWINGS 0. 14•-0' 65•-4' 14•-8" N PRE MANUFACTURED CONCRETE INTERLOCKING PAVER SYSTEM OR BRICK PAVERS ON I-SANG BED ON 12"FINE CRUSHED COMPACTED ROCK (6"LAYER COMPACTION)SUB-BASE SHALL BE WELL DRAINED AND SLOPED AS INDICATED.WITH B".B*CONTINUOUS CONCRETE CURB WITH 2#S CONTINUOUS EDGE RESTRAINT S.W. 62 nd. AVENUE r�Gf 11-11 I=T[17-1[I—=—t ---—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—--- -—-—-—-—-—-—-—-—-—-—-—-—-—-— 200 00' 'R, .. ....... I ELI I I TYPICAL INTERLOCKING PAVE DETAIL NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, SIT R E PIAN ouuom SCALE 1121 MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ SCALE:1/81`1'-O" ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICA�_). NOHTA �=Y-0" A-; F rsa�ores6oe�3 SUBMITTAL 91 08.3&%006 O O O O O O O O O E.R.P,B. CC DD - B9 9UBMITTAL#2 I- 1-IY 2U - 1-tl 09.3 8.2006 198•-6' E.FLP.B. 16'-e' - 29'-0' 29'-0" ; 1 SUBMITTAL fR9 18'-2" 29'-0" 29'-0' 29'-O' 1 16'-0" 1'-0' 06.11.2006 I I I I I ! I I ! ' j I i i I I i j ! I I ra I I I 196'_6• _ 16•-8• '=0; 27'-0• 'I'0• 27'-0' '=0' 16'-2' 'ID' 27'-0" •=0i 27'-0' '-'0; 27'-0' •=0" I I I I I I I A - r --- ---- k -- - -- -- --- - -- - — > -- — ---- ----— ----- - -- 4 - - - - -- - - - - _� ----------- --- ----'- - -�AJ - I S AIR 1 .,.-�- ; .® ®. ._. STAIR I 1 I � .'7• r� b 10• ._- TRANSFORMER ELEC.WN .a' ,4•-e• 1'-4 _-a 0' .I VAULT ROOM ROOM n' r 20'-11. 14'-B"B I hRui O ENER OR;� O 110 IA O O ! I W rat o m • >.. _,B" 27-0' m ! 18'-0" •=0 3 PARKING .B-M-e 11e 1-__•--I _.— __.__..___ O I I I I 3',.'.I j I I!I 1 O 436O G'' "8• m•I m m - ti EL OF-SG B ,1 G G 1e - O I i I I I!I i!I I I SP 9'-0' 27'-D' !I 16' 2 - #S O 1 I I II I!1 I!. �Ty i 7e0LP f-ORP o,S_G o.B 3 1'-.0:':I D D lc 116-�4' 5'-S" 5� _ I 3�-4-'. 6-6' I�m 9'-2-0'� - '+-''.-0"" 1 'TP RMP ON SLOPE-6.538 TP O�A � I I I!I i I I i BY I l'I L I I I 6 '.i •.i- A BI--�-B 116, 7 0 27'-0' 3 PARKING SPACES 0 '-0 -27'-0' -0 72'-2' 22'-0" -0' A- 6.)C STO v EEM E LEV Z/ IT % STo - #6 No SLAB TOP OF ELW ELEVATOR LOBBY STORAGE#1 � O Om d Q Q H EL ---------------_ so 42'A.F.F.SLOPED WALL U 18-0' 27'-D' Z]-D' 0 ifi'-2' 19-2' 13'-6'i 8• 22'- - 0 61 i 8'-B• fi-4' 3 PARING SPACES 9'0' 27'-0' '!0' 3 PARKING SPACES 0 9'-0' 27'-0' 0' 7'-2' 'i0' 3 PARKING SPACES 0 9'-0' 27'-0• 19'-2' TTDOMES ,C&FIRE PUMP ROOM E LL 9 27'-0' 9-0 7 192 13'-6' e' 22' ' 1.8'2' LU 27 STO.STORACE#2 STO: TOP OF SUB 9 51➢%NA EL*lO-/'N.C.N.D.(0-0•) - W Iv a p M IO�^w" I = � e 3 p. 29'-0'29'-0' 180-2" 29'-0' 29'-0' 6'-8" 198'-6" OATS A �O Cg h y - NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE - NDTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, BASEMENT LEVEL.tiL �9J(�,Lr EMERGENCY GENERATOR, ELECTRICAL,MECHANICAL&ELEVATOR BY CGI OR APPROVED ED--ALL WITH CLFAR IMPACT GLAZING. MECHANICAL. PLUMBING AND ELECTRICAL.CIVIL&LANDSCAPE DRAWINGS i1 MACHINE ROOM DOORS SHALL BE'8'-LABEL-11E-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MLAMI-OAOE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). SCALE:1/8i1 1'-0" q NORTH A-3 . 02G—TIDY®R9 SLTBNPITALMl 04.88.4006 O O O O O O O O O • E.RP.D. CC OD - 8¢ BITDDmT°PAL#2 A-YB A_fp 08.28.2006 E.RP,B. 1'-0" 16'-B" 29'-0" - 9UBNITTAL tY3 29'-0" 18'-2" 29'-0' 29'-0" 29'-0" 16'-8' O4.11.2006 i I ______________I ____ I' ___------------------------ - , - .o i C I i PLANTING AREA REFER TO LANDSCAPE P1q��S I �: I I i i I __ _— _ — — _—_______ __ , 1. -.PLAZA- . I Ifr �.� '' .�i'OP OP FINLSH I I ^N •!0 10•_B- 10.0. :1'9 0 �.:'10I 0 J]'_2 N.C.V.D.) f0-0" � i i I w PLANTING AREA PLANING AREA PLANTING AREA �INIGAR.- PLAN TING AREA-11'-10' J-4": '11-}0• � 5-3 3'�J' 3'-J' '-8"3'-0'6 L ' 3' ' ' " 27'0" 1 H 3�}' '-6' 3'-3' O.- -.._....._.._...-.._ --- A W STAIR 1 —'--- --- ----- E'I ON - ? - - c — -- \� REFER FAN- f 1 BAT21 i 8 REFER TO MECH. YT1 m - 4 I - DRAWINGS 'I 10 10' "• �' PLANTING AREA s _ B'-0' D' 14'-8" 0 D 6 ✓ _._._._ __ -_._._.- I C I g. 6' .... 13•_8" 8 g,-0• 2-2 17'-2' 27'_0 'i0 I6•_2^ 31•_0• 27•_0• 'JO 18'-0' 9'-0' 1-4 14_6• •y0 O Q433 ngDnoom 'I RAMP UP n l V TOP OF SLOB • } SLOPE-6.39% TOP OF SIdB � r EXHAUST EL ll'-0' ml REFER TO FAR H M MECA. I /� DRAWINGS I fly{ i 22 g_4 a g•..p• _p 6'-b'HIGH WALL 86'-2' _ I I R Tc w 42 LOW WALL :. �'OILETti ti'OILET o!'OD,ET I 55 l CROSS THRU/ 3 a - :D D F D F Roo ~ PLAZA ELEV. ELEV TOP OF BNIBx RESIDENTIAL - I `-- •o m j eLo-6-U13�-A xc.vD.l STUDTO _ I < I._4. - 8' 10'-6" 17._2" B' �,- W 0' 1Y-it' 10 9 10 27-0" 10'7'-B' IO'-10' L' ]' 10' 7'-10"8 22'-0' 8 7-0 I 9'-0' =0 - •v '..I 1O LIVING IDINBiC r PAEVE TORS //�� - •i 1 T - F _._----._ -- --.___ _______ _ __ __— R r II W a — RETAIL#1 is LO RETAIL#2 RETAIL#31 0 CROSS •' Ii- j o TOP OF SUB TOP OF Us _ aoP OP EL1H TOP OP STAB a ---_ THR.0 I 'y IL-1-0'(+13 0 N NA) 6L-0-0 (+l�e"N.G.V.0) EL.-D-O"(.13'B'N.G.].D.) EL-0 0'(+13'-A N. D.) TISfNP li !' 1'-0' I'-0' j AR I •I n 0" 14'9": '+0 X10'-6" 17'-10 B'. 22'-0' B 23'-10' B -0 6'-4 6' 6'-4 0 B' 1B'a' 4' 13'-8' 8" 22'-0' B" i 6'-4 H 8'.0' '0 I � HH j 1-10 HB AVG 6YEYATI PLAZA SDIERALA I I - I Ale -1413 v LTRENCM DRAIN TRENCH m .. OVER ED GRAIN - a m O 4 C � >rlrxY \ i is ¢vim g '=04' B' 0 27'-D' 0 22'-0' 3'-0" -0 B•-1" 04'B' OI ARCADE 4 ARC E 'I. ARCADE< I rc .g I�...... A40.ELEVATION_3mERAD( l •� .'' dVG¢L¢l'A'fi '@ SD1¢OAL3f "i0P Of FWC46 Q Q $ '-i NGV.D.) ',� I I 1 < • 1+11.f' C.D.) I 1 I I n ------ ---- ------------------ - B' 8" 6' 6._6. 6. ._Oc 6' 8'-8' '-Of 6 6 g• 6• SY 6"_ 6.'" 6 6 T H I 26'-0' \ 6" I 6 I .6 1 6- •� 21-0 !.. 6'-6' 6' _�6 6'-S 6 -0I 6 6- 6- 6 %• j •� B' 26'-0' j q PLANTNG AREA-REFER TO IANDSCAP PLANS / —UNE OF BUILDING ABOVE : •m PLANTING AREA PLANTING AREA-REFER TO LANDSCAPE PLANS , UNE OF BUILDING ABOVE: STREET CURB •i L 1 1 1'-0' 16'-8" 29'-0' 29'-0" 18'-2' 28•_0• STREET CURB 29._0. —STREET CURB 29'-0' i6•_g• I CC 00 gg O O A-16 O O O y 1 f0 so�,.vn a O O O DS .e e NOTE: INERIOR DOORS&FRAMES SHALL BE HOLLOW METAL STAIR, NOTE: ALUMINUM E3RERIOR STOREFRONT AND FIXED WINDOWS SHALL BE [NOTTCO NTRAC TOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, �^ROU�• •�-A+��+� �iJL 1L\ __ERATOR,ELECTRICAL,MECHANICAL&EL.EVATOR 8Y CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. HANICAL,PLUMBING AND ELECTRICAL.CIVL&LANDSCAPE DRAWINGS DOORS SHALL BE V-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ $(.`ALE;1/8-V-0" avuam OTHER INERIOR DOORS&FRAMES SHALL BE'C'-LABEL FlRE-RATED, COUNTY PRODUCT APPROVAL - ARCHITECT PRIOR TO START OF WORN&BIDDING(TYPICAL). NORTH -. A IQTe sego®nv E.R.P.B. SLIBBII4TALOL 02 28.200 O O E.R.PIL CC I BE BU 8841T D#E - 198'-6" E.R.P.B, 1'-0" 16•_8.. 29.-0" 29._0' SUBaM11T o i!B 18'-2" 29'-0" 29•-0" 29'-0' 16'-8" 1'-0"-* I I I i i I i d i I -2'-0' 2'�0• v1 ?0" 14'_8• '-0. 14'-4" S'-3'1'-8. 9'-3'6' 'L'"fi'S•-3' - 5'-J' '-8" 5'-3' 1.-8' S'-3" •}D" 3'-J' '-8' S'-3' ( '40, 27'-0' •i-••6'S'-3• 1'-8i 5'-3• 1-8. 5'-3" '-8' 5'-3'fi' 'i,�3'-J' 1'-e' 5,-" 14'-4" I ! 1 O �•y r I I a i I --------------®. ® ST 2 10 I i IB'0 i I B 0 -•10 q W 01 0 -- --- - -- - Y •` , r, ------- m �A DID o •, l O 2._n, 14'-8' t'-4" 8 9'-0" 18'-0" '�0 J PMIONG SPA O 9'-0"=27'-0' ''0 9'-0' ]-2 J1'-0' J PARKING SPACES O 9'-0'=2]'-0' -0 iB'-0' 9-0' B 1-4A 14'8" 1'2'-0' 00 I OPEN',fS .' BELOW _ RAMP UP TO THIRD LEVEL RAMP UP j `! OPEN T6 C I:� SLOPE�6.39X ! SLOPE-6.392 i BELLOW i Aft i z i A M 1 I 2'-0 16'-0" - 8• - 27'-0" 'IO' 3 PMKING SPACES O 9'-'-27'-0" '}0" 9'-6" 37'-B' 27'-0" i B :1'-4' 2•_p• i14 0 2]'-0" 3'-6"A,F.F. SLOPED L.F.SLOPED F"'y --------------- LOW WAIL W WA r-1 lA LL OPEN TO ELLV. ELEV Fi BELOW,, OPEN TO i ELECT BELOW,, I o I m is m I v 0 Y ^ I I TOP GP 6LAH CI RM. [�7 AT SECOND L t ! TOP OF SLAB B ]'B• 10' 27'-0' / ��Ai S1SON0 LEVBL 1� //�� I: ELEVATOR LOBBY I',3) TOP c Iz BL+u'0' i I Ld co •' _ 78'-2• I 2]'-0• 0 2]'-0' 1'-4 14._8. 2'-0• 14 I •bgEN TO OPEN T•O BELOW - - I III i - i 1 BELOW . I. - RAMP UP 1 1 BB SLOPE-5.759. - BE MI6 V 4 2-0' Q 1L'-8' 7 PARKING SPACES 27'-0" '-0" 3 PARKING SPACES O 9'-0' 27'-0' '-0' 9'-fi' 37'-8' 3 PARKING SPACES O 9'-0'-27'-0' 'IO• 3 PARKING 5 CES O W-0' 27'-0' 14'-8' E --- ------ - --— -- -'----- - - - ° ........ ----- --- -'- -- — - - --- -- --- - ---- ---- - -- -- --- D a_ .—_._ -- --------- u N O - < - - -_—.__ __—_- - —� LL (--_-__ j --- - _- I I - ---- - :+ E QPENTO n) z�e 2s) (x) (� O I:! al) �� (i91 (IS) �} (!s1 BELO v �., PEN TO'- V A- ' �Y STO - BELOW Q x 3� cl) e ' ' a a I I O --- --- - - ------ - --- /J .I i r-e• ;:-.3• i e" ,6• r-e• r-e• r-e- I F 16'-B' I•i 0i'6.6-]' S-3' -' S-J' 5'-1' S'-3' S•_] 6-3' '-0 6'-3' /'-6 5'-3 I'-0 '-0' 27'-0' O 6m 3' S'-3' S'-3' S=3" 'I 165'-3' S=8 5=]' S=3'8 '!0 I 1'-0" 18'-8' 29'-0" I 29'-0' 10'-2" i 29'-0' 29'-0' i I f98'-6" I � I I O O elfi O O O 0 Lu OAATE NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE.STRUCTURAL, SECOND LEVEL PLAN EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS ouuvu MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL. ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). SCALE:1/8F:-V-0" _ A-5 . .. sz�wose®ov SETBL1bITTAL41 02.28.200b O O O O O O O O O E.&P.B. cC S[TDMITTAL NE Do R e-m a-91 08.8&2006 198._6:. E.R.P.& -0' 16'-8' 29.-0• t8'-2' 29'-0' 29'-0" 9[TBMITPAL qe 29'-0" 16'-8" t'-0'-Ir 04.1L2005 I i j j j I j i i FNN"1 I"4 I I I I i I '0' 4'-B' r09'-4" 8" 5'-3- 5 J' 5'-3' '-B' S•-3" B" 5-J' }d 2 3 J' 0" 2]'-0' } 6 S 3' Y'-8' S'-J' 8' S'-3' '-8' 3'- 66 V1 O - - - 14 4 }Q 14-8" 0 I ~ A S AIR.1 ® ® ST. . .2:. a'1. lot 0. .I I i I i j _ a O G O cJ O A> _ I i I y $ a> B I�A 2'-0' 'i0 3 PARKING SPAC O 9'-0"=27'-0' '=0 9'-0' V-2" 7--9' 4--10" S 10" 4'-1.' 7'-9' 3 PARKING SPACES O 9'1"=27'-0' 8 -4'. 2'-0" OPEN TO 'F MMP UP TO FOURTH LEVEL RU1P UP OPEN T,0 d' BELOW BELOW r 6 SLOPE-8.395 -1 a in 2'-0' 27'-0° !0' 3 PARKING SPACES O -27'-0' ''0" 9'-8" 37'-B" 27'-0' '40' 27'-0° B' 14'8" 2-0 .._-.-.__- .. �f3 O 1S �I)) j OPEN TO > I >ME V II,Ery o I BELOW BPNTO TOP OF SL16 j p ELECT. , TOP OF SULI 7 .1 ;O et TNIRD LBBL RM. • \\ AT TIQ80 IE9EL ,j 'I O - i, m O W/ 10 �� ELf14 9•-y �V I' B' 7 8 > 10 27-0' � ELEVATOR LOBBY e OF SUB ELF 79 4" LLJJ O— --- — ----------- — r ------ ---- ------- ---- -- — -- -- — --- — ------ —---- — E7 -- — — -- ----- — -- -- ----- a -- ----- — —— µ —3'-6'A.F.F.SLOPED j LOW WALL 2-0 16._p 8 27' 78'-2' ! 27•_0_ •!0 2].-0. 8•% 1'-4� 14'-B" I -2-1 N •I :: ,j n OPEN T6 OTEN'I�`6 BELOW BELOW . i RAMP UP BH i SLOPE-5.75R HB I i I i i 2'-D" Q 2•_p__I 14'-8' 3 PARKING SPACES 9'-0' 2]'-0' '=0' 3 PAAf(ING SPACES O 9'-0" 2]'-0' '=D' 9'-6" J]'-8' 3 PARKING SPACES O 9'-0'=2]'-0' '!0' 3 PARKING 5 CES O 9'-0' 2]'-0' B' -1'-4 1L'-B' O O o -- - - - - - - — -- —- -- - -- ---0 I I ::1.:. .. _ _ LL Lu 4'-0 I /\ /'� `. �� - I I' C) 27 2fi) ) lT I _ 12:1 �ZI� �� (3� 14'-0� 1 � `/ '* E V 6`) STO I U� O=H+ e .I I i i ql SCI ,I �tJ \ PLANTER Lu 1. PLANTER Q ___ ___ -------- �1 Ltwj Y t l� c ✓i 1 e F a. 16•_6• ''0 6.5'-3' I19'3 / 5-J' 5-3' I ,5-3' I i'- 3'-3 0 27•_0• I0 X3•_3• 5-3• 5•_3" 5 J' irS'-3' ii i I I I 1'-0" 18'-B' 29'-0' 29'-0" iB'-2" 29'-D' 29'-0 29'-0' 'I 198'-6' I I ! ! I CC i I i OD i I BB I I O O e le O O O 1 19 O O ♦-ID O O + - ATIE NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EMERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHRECTURE,STRUCTURAL, NOTE: INTERIOR GENERATOR,ELECTRICAL,MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS ��i�� LEVEL PLAN 1I�r_ auuam MACHINE ROOM DOORS SHALL BE'B'-LABEL FlRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DAD W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ THIRD iJ{'L LC9.1`� OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL. ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). A-6 . - SUBUMAL#1 02.28.2006 1 O O O O O O O O E.R.P.B. CC 9UBMIT]'AL7l2 BE -19 LO 1 EI 08.28.2006 j 198._6• E1LP.B. +- I 29-0 16-8 1-0-* S 1-0" 16-8" UBMCITAL93 29'-0" 18'-2" 29-0' 29'-0" I � 0611.2006 i i 1 I I j I I I j I I i i I I I 2-0 2 i0• j 1/L , 5'-3• . 5'-3•6: .; .-6-5•_}• l•_• 5•_3• 1•_6,7 5._3. .-. 5._3. ° '10• 5._3. ._8• 5,-3 z a-. 27:-0. :,O.b'S._3. y._ 5._3. ._6. 5._3. 5._3.6^ .E^5'-3" '-6• 5'-} 14._4. 14._8^ .r0 I S 0. G ?o j i = i O OD B ._-•-I -_-I.._... 2'-0" I I I I I \%�\\�`'/ W , 1/j\�`-/4\ C 4 -- ----�-- iI I:i j I I I',-- m• -....-. ELREIHC.T iI I I I I.:i.':.>.,.._. E-L-4-Ei-V-Ta-OL.-P-a 2O'-x P—S6LG'O B-B-Y -----E-LDV eI 3O O L o'i I I ij j -------- -_ a l /\- i �I .:' 2-'--0• ------ --•._ -•- ------�O 0 D ..... O U ba h" - '1 CEN�V 00 0•9 =0 3 PARKING SPA 9'-0• 22'-0^ 7'-9^ 4'-10* 5' 10• V-10• T-9• 3 PARKING SPACES O 9'-T 2T'-0' 15•-- OPEN T6' PTO/ j RAMP UP TO FIFTH LEVEL RAMP UP 'OPEN T SOPE=6.398 OW z 2-0 j 3 PANG S 8 _1'-' . \ 2'-0-16'-0 -B^ 2]'-0" 2]'-0^ 14•_8• �15)C13) OPEN TO OPEN TO \BELOWi TOP OF SLAB TOP OF SIA6 I E2 _ T POUR � _A EEVATOR z� _--- __....._. - - — ----- -- ........ 1 O-II I I I i I I j e3-Ea -_._ - - ---- 1 -\� ---A I -� `L A.F.F.SLOPED OW WAL. 2-0 16,_0• ]9-2 2]_0. 2T-0• OPEN TO TO BELOW PEN BELO�V I RAMP UP SLOPE-5.75Z. 14-8' 3 PARKING SPACES 9'-0'-27'-0^ O• 3 PARKING SPACES O 9 27'-0^ =0 9'-6• 37'-0• 3 PARKING SPACES O 9'-0•-27'-0• 0- 3 PARKING S ACES O 9'-0" 27'-0^ 6'-8O''^r I Ij , —aB B la \J a V O Q a TRELLS C) 2 8 i 3 -TRELLIS W e gg N LL�W y 4¢�, L •3 a` STO PLANTER O!PLANTER •I UJ BELOW BELOW F� m • F 0, 5 35' 3 2],_ �5 6 3^ 5•- 5'-J'0 - -06'-e° - ,3 S 3 i PREMANUF. i TRANSLUCENT SKYLIGHT '-0" 18-8' 29-0' 29'_0" 29'-0' 29'-0" 29'-0• 16'-8' 1-0 DD 82 e-1e okTs\\ ppo 4 + NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL G. NOTE: MECHANICAL TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, FOURTH �� EMERGENCY GENERATOR, ELECTRICAL,MECHANICAL R ELEVATOR SIZES CGI OR APPROVED EQUAL-ALL WS-CLEAR IMPACT GLAZING. MECHANICAL PLUMBING AND ELECTRICAL,CML&LANDSCAPE DRAWINGS BI.IW e MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL - SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ PLAN OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL - ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). SCALE:1/8"=1'-0" +u NORTH flmEET F_�-�7 - OE�MAEffA7Pt9 E.RP.B. SUBMITTAL OI 02.862006 O O O E.&P.B. CC DO SB - SUBMITTAL#8 A-IY e_m a-21 j 03.28.2006 198'-6" i E.RP.H. 29'-0' 29'-0' 9UBMTPTAL#3 18'-2" 29'-0" 29'-0" 29'-0' 16'-8" 1'-0' 04.11.2005 I I I I I I I 1 �A I I I Yi I '?0: 14'-8' - 14'-4' S'-3' -8" 5'-3' "'-0`6"5'-3' 1'-8. 5'-]" 1'-B' 5'-J' 1'-Bi 5'-3" '- 2 5-3' -' S'-3' 2'-FOi 27'-0" 'It4`6.5'-3" 1'-&" 5'-J' 1'-6' S'- 6' j •-6' O 3" '-6' S' ]' LP S'-]' '-8' 5'-2 14'-4' zo j I I I A i V-4 TUNE OF B LDINC ABOVE 10-10• : 3T 'o 2 :i 16.-0. y0 Y I ---- ------- --------------- q - NN - O O O O O ! O O CG j cIT �I , w Pro I 00 Ail 14'-6' 8 9'-0' 18'-0" "0 3 PARKNG SP O 9'-0'=27'-0' "0 9'-0' 7'-2" I Y-9' {'-10" 5' 10' 4'-10' ]'-9' 3 PARKNG SPACES O 9'-'= 8 1- ' 2'-0" 00 OPEN TO LEVEL TRAMP UP TO SIXTH I •� 'k j BELOW I;; i RAMP UP ! i OPEN TO I v BELOW I Z A v j ALT r-4 2 O 16,_0• 0 27-0' i B 3 PARKNG SPACES O 9- 27-0' _6' , ' 2-0' 27'-0' 27'-0' _-- -- -----------_ .. _ - _._. I 1 I I r OPEN TO ,, j j 0 ELEV. OPEN TO ~ BELOW BELOW,/ j ELECT �� TOP OF SLAB 1 RM. TOP OF$4.19 \e i O W j _ — AT�PG7�8�LEVPL ,_►AT F[RIK LEVEL _ •I �w j ELt41 O_G• 8 " 7'-2* " 10' (J PL.aP 1� ELEVATOR LOBBY I 3 �m I I 0--- - ---- - -_ _- ...... - _ - - - - I:: - j �3'-6"A.F.F.SLOPED i 2'-0 LOW WALL 18'-0' H.:_ 27'-0' 78._2. ! 27•-0. •-0 9._0„ H' OPEN Tb OPEN •I N BELOW I: BELOW j i RAMP UP j I SLOPE-5.75% A-Le I j I ! HH e-Le -6' /j J PARKING SPACE 9'-0'-27'-0' '-'0' 3 PARKING SPACES O W-0-=27'-0" '=0'- 9'-6- P'-6- 3 PARKING SPACES O 9'-0'-27'-0' '-0' 3 PAR NO 5 CES O 9'-0"-2J•-0' 6 �1-4 / 14•-B' 2'-Q- 14' ! ! a p 0 E - — - ----- - - - -- ------ - - — --- --- - $° - - W o 0 O-- - - ----- ----- - - -- - -- -- ------- - -- I 1 ::. . 7TF7 �- 4 x= ^, I �. I I 27 ,G) �) : 1 J 23 — � __ _ __ c W g TREWS —. I O ...� £ (J (- (20) c- I6) U - I + - T I IJI TRELUS O=W -e TREWS 8 uz1 $c BELOW F- I i-.- - I : -- I ! BELOWS 6> M m _ _ I� Q PLANTER -T�— ¢ BELOW ----------- E� - ;¢ - S'N PLANTER m - BELOW I j � _ -_ _ _ J_ IS•�0• 10'6"5,-]'- -I S' 3•- - 5,-,- - 5r=3-_ _ 5=3• - -5-=.- - -5-�-_ _ _5=,._ + -=0_5=3. = ----- 27'-0' 'r0 -E5=3•_ ^V-3- _5.-8. Ell -65-,---- _V-8 - - -5-�-_ _=-1_B•8" �____� .,^. I ' o s'-o" LINE OF BUILDING CORNICE ABOVE LINE OF BUILDING CORNICE ABOVE i f 1 3 29'-0" 29'-0" 18'-2' I 29'-0' i 29'-0' I 29'-0' 76'-B' 1'-0' 198'-6' j 1 I i O O e Ae O O HH B2 4 O env O O 1 m 7 O O 0 - ' TT•••ppp�� ® T7E NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FlXED WINDOWS SHALL BE NOTE: CONTT7ACTOR TO COORDINATE ALL ARCHRECTURE,STRUCTURAL, &'IF'T�i LEVEL PLAN EMERGENCY GENERATOR, ELECTRICAL,MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL, PLUMBING AND ELECTRICAL,CIVIL&LPNDSCAPE DRAWINGS MACHINE ROOM DOORS SHALL BE'B'-LIBEL FlRE-RATED. ALL _ SIZES AS INDICATED ON THE ORAWINCS-ALL TO HAVE MIAMI-DAOE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ auum OTHER INTERIOR DOORS&FRAMES SHALL BE 'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). SCALE:valhi'-o^ ••A NORTH �� FA-81 - SUBMITTAL Ml ' 09.28.2006 ➢p EE SUBMITTAL#2 eav DO 09.28.2006 198'-6" - EILP.B. 9'-0" 29'-0" 18'_2^ 29'-0" 29'-0"16-8 . UBMTTAL#8 29'-0" 04.11.2005 I I' • • •=I i " ± 2]'-0^ '1 I p"= 7 _ _ pp Fl 27'-0" •b• 27' 2T-0^ •-0" 14'-8" lia. j �BUILOING CORNICE E I - j ,—BUILDING CORNICE �1 •j I j 'll 0 I ® N I ---- •I - .. ' ,I -- -STAIR 1 0" — 10 10 BUILDING AB OVE ------------ _ 0 ----- �I -- O 0 F � -.i - -- CORNICE/ - - I/7 O O ! - -- - ------ --..-. -- - I I m : co 1-4• W-8" is.1. 8� 3 PARKING SPACES O 9'-0" 27'-0" f':0,. 9'-0' J1'-0' 3 PARFONG SPACES O 9'-0"=27'-0' 0 18'-0" 9-8" - I 1 {• RAMP UP FROM FlFRI LEVEL 7 SLOPE-6.39% ^I I�3'-6"A.F.F. i II H M M - LOW WALL - 1-1! B�! 8. ,�i'-4' I 4-17 16'-B" I 27'-0" 3 PARKING SPACES O 9'-0"�27•_0• ,?0^ 9'-6" 37'-B" I 27'-0" '-0' 27'-0" I l c- c ) h+l I { •i i u I I V. IL Wr. ,I TOP OF SLAB i - I AT,. SpTp LEVEL - `. .. 10 Lr •I O o - j y - /^7 TOP OF SLAB ,I 1 I \ \ Lm —3-6"A.F.F. 8 ] B f0" 27'-0" AT SIXTH LEVEL s LOW WALL - : E ELiA9'-10" ELEVATOR TABBY . STORAGE E� 9� eLiu•4^ 6� STORAGE - -0 I m Lu A.F.F.SLOPED /�� I 371 LOW WALL I I 1J B 16'-B 27'-0' 7B'-2^ 27'-0" p -I "I I t I I I i 36) - ^ HH f RAMP UP j I SLOPE-5.751 _ i I 221 4-1e I HH i' a1e .: LINE OF BUILDING ABOVE - LINE OF BUILDING ABOVE ///� 2,-0^ 3 PARKING SPACES 9'-0" 27'-0" 'I'0' / 3 PMKINC SPACES O 9'-0" 2]'- j '-0" 0 '�0" 16'-2" 7'-9" 4'-10- 6' 10" 4'-10" ]'-9" 3 PARKING SPACES O 9'-0" 27'-0" 'I0" 3 PARKING S CES O 9'-0. 2T-0" a o —_ ------ -- 1 O 33 O /31� 30 _90 I+ T 2d� l=i) \ �26 I �:) 23 Q W S L � U ( ) II E � 'I - m j O V I - \ o R.O. R D R D�.T IJ R 0 __- d R o I _._. ---------.--. R D'_ R D.. I i \ I 4'-0" 20'-4" 4'-0" 67'-4" I d'-0" 14•_6• � I BUILDING CORNICE CORNICE \\—BUILDING CORNICE I I I I i 1'-0" 16'-8" 29'-0" 29'-0" 18'-2" 29'-0' - 29'-0" 29'-0' I 198'-6" �tv CC DID I O %H .sua 1 O hle O O O 4-IV O O L-m O O 0 ®ATE NOTE: INTERIOR DOORS k FRAMES SHALL BE HOLL0W METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL. SS�Z'� LEVEL PLAN EMERGENCY GENERATOR,ELECTRICAL, MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL e:LANDSCAPE DRAWINGS AJaly ouume MACHINE ROOM DOORS SHALL SE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MLAMI-DADE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ OTHER INTERIOR DOORS k FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL - ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). ' SCALE:1181t=11-011 A-9 w�cra�e®Ben • E1LP.B. SUBMT7TAL#1 08.88.400A.B.6, CC ! 9UEP ' SB I IiMrrfAL#E 08.88.2006 198'-6" E.R.P.B. Ti'-0' 16'-8" 29'-0' - SUBMrrrALt18 29'-0' 18'-2" 29'-0- 29'-0' 29'-0' I6'-8" ,'-D'� O..1LY066 I ! I ! j II o VL 6-3" 6'-6' 27107. 6'-6' ' O O F E D A-H-M H—t—e --o-j•-�-m o''�--------I---,1 a O l'-0 I I i�I rii I II I'I j ri I x�S<"�.'j'II''I eI 8I j 0'• i -----_--:--s6o-''--10-•---3'-6—' ---6'--J'-----S6-'---6-'O 0--_8----1 e�1 m k 1 a � '-h 3 O 1H_20 0 TP._'L-O3._O0'-R"�.E '-0 l-u 0;v_.—_,..-4712•L1_•''_--1.I 0_0f 6 0'.'._.'.o_<- 6'T-:6 O•-1 i I j i i j�!s 'I I 1 I'�Oi II 6'm r 6''---06'- 6-'fi-'3'——3'-"6'2 6—I'--7' 4—g•_4i- '-- '!j��I -0-;'--45''--6' - -----6-'---A 3R--'R Z 0 --}--_—e---2-9--'---D-1'-5 4-'-1'3--'4-L'1—'_4•---�-O- i I I l I I� I ------- 'I,I I I i s j- I I,--p-3' _------ -1 - ---------._------_-._---.—--I_-- ----- 0 E m�OYl~¢jQa W'U W A�QW`AW� 66'-8' 0 10' 74 S. rE , F o 4 OTD OPEN OFFICE PLAN TP OTF dB AT SXH AOR z 8 MEN ']-0• ---- ----- -- ----- ------------ -- cc e5._2. OPEN OFFICE PLAN T, L BB W Qx• Ix • u. 7'-4 ,0 - U 5 8'-3• W-6' SIXTH LEVEL PARKING BELOW SIXTH LEVEL PAR KING BELOW _ 0. 29'-0' 18'-2' 29'-0 29'-0 HillLL��- � .W�i�e 6 v m�$�R 4 o -- NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, �� ®� EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL.CIVIL&LANDSCAPE DRAWINGS MACHINE ROOM DOORS SHALL BE•B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MLAMI-DADE W/EACH OTHER.ANY DISCREPANCIES TO BE'COORDINATED W/ •uL.m OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL W/EACH PRIOR TO START OF WORK&BIDDING(TYPICAL). SCALE:1/8%-1141 „� lvox'rx �bdE�cT A-io Ip�VO�oIOhA9 . ER.P.A SUBMITTAL#1 O O O O O O O O O 09.98.9008 E.R.P.A OC DD j SB - SUBMITTAL 09 e-19 08.98.8006 t' " I SEAP. 29 29'-0" I6'-8" 1-0 UBMTAL 99-0" 16'-8 29._0•. 29'-0 18'-2" 29•_0" ' " 04.11.2005 00 5 I I I I I j I j a j II i c 7'-0" .2-0. 6'-3- 5'-6" '-0; V-6" 6'-3" 3'-6" 6'-3" 5'-6- 0" a' 4 8'-1" '�0" 27'-0" '�0" 5'-6" 6'-3" 3'-6" 6'-3" 5'-6" 'i0" 5'-6" 6'-3" 15'-3' '_0" 7'-0" '-0" I, STAYR 1 STA.2 W - •o I :q a i i � I 4 10" 0" 6'-5" a I I I I � ----._ I I m v j OPEN OFFICE PLAN • I � I v 1b1 OF$UB AT SEVENTB FLOOR ! I O EL+68._6" j H j A 1 1T TOP OF 61A6 IT EIGHTH FLOOD j 'V EL+T9'-IV 63'-2" I I 31'-0" 6'-0" 21._0. ._4. 33'-8• I I _.._. j I � -- I j I ELEV. V I I F� j I i p I • o I 1 � • •j I I 0 m I fo o e O 12.-8" a =11 7.-0" 5'-6" M - - I ELEC. _.. - WOMEN __...._- _ ___.__-._ N O i I I I m I I i 4. :'.8• I 1 1 � :' I ' PN OPEN OFFICE PLAN - TOP OF 6L18 0.T SEPCNI9 FLOOR OP STAB aT EIGHTH FLOOR - 4 Ir I I I II I n ...... :: .. O - -' - ----- m -- - - - - ---- -- --------T -- E Oa LU LLJ LL— 6'6'-3" - 0 S0 5_9 0 3_8 8_J I Z- 5- = 5--6"5_8 8-3 8" I I I _ j'• m �i ° SIXTH LEVEL PARKING BELOW I ° - - SIXTH I jLEVEL DARNING BELOW - j --- ------ - ----- ------ !' d - ------ ----- - ------------- � I i 4 I i i i j i 93IS AL 29'-0" 29'-D" 29'-0" i . 10'-2' I 29'-0" 29'-0" 1 O a-I6 O O O e-19 O l-t0 O O O NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE CONTRACTOR TD COORDINATE ALL ARCHITECTURE,STRUCTURAL, �]�j� EMERGENCY GENERATOR, ELECTRICAL,MECHANICAL&ELEVATOR - B12 CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GUSING. W%EEA ICH OTHER.PLUMBING ANY DSCREPANCES TO BELCOORDINATEp W%RAWINGS SEVENTH°'NTH Rz EIGHTH FI.O®�, PLAN MACHINE ROOM DOORS SHALL BE'8'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MLAMI-DADE m�slm OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). SCALE:1/S"=1'-0" NORTH ��•4• - A-11 R6:4/0aB®B� RIM& SUBMITTAL 41 08.88.8006 EX-P.B. DC ! LI DD se 9BM17TAL718 d-tB 1_m e-tl j 08.8&8006 _ 198•_6" BUBMiTTAL 713 -0" 29•-0 29'-0' 18'-2" 29'-0• 29'-0 29•-0' I6'-8' 1•-0"i 0.113005 70•-6" : 20'4' 52•-4" 9_g• 4-D' 8-4' 7_6. OVERFLOW;SCUPPER - OVERFLOW SCUPPER OVERFLOW SCUPPER I jOVERFLOW SCUPPER OVERFLOWISCUPPER 0 fl.D. 1 _ �RO. R0. STAIR,2 -O H STSTAIR 1 R.D. �— aD. LO - : o I HI I I j I _ / h TOP OF P.iRAPCf I.W. j _ ATYPICAL CRICKET •j. pro FF n BL+95 2 l o t .... _.___...__- _._._. ...._.____. .._._._.._.._ _._.._.__-.__._-_._.__.. _._._-___ __.._._.__-__-__- __._.._. .- .. .___.._ 7. ___._.__,..__.__.... _._ _,-__--. n r �R D .. ! I. : I II f ' II Qi i I I R.D. B I j } I� cn r-off ,•_• 'r-D•' q OD 84'-fi' i I 66,_d• j4,-O, � I j I j z FLAT OOF d-I] -� / •I TOP OP B 0 ROOF 1 M li \ .... / ❑� TOWERS 0 j }\ ELEVATOR EROOM ! TOP OF STAB TOP OF SLAB @ ROOF - - d.iB/'-0' I ( O O o j , JJ� _ / I I I � m L 3 \ j �-MTL LOUVER ENCLOSURE UJ < ROOF BELOW N li 1 ! / BE OW •I n - OP OP RAPET N41L- ' I R D i j EL+Oi'-2' . TOP F P APET MALL R.D. II �I � ELIBS•-2• I i i - '' . I. I v\ I I // � - _��IYIP OP PARAPET HALL I I 1 ' a Q j 0 0 .. �y_ .o ._..... ......._ ..... .. _ _ — --- - R.D. ' J J4 6 :LEVEL •o II ._.y-�. ROOF P Na BELOW j - -- `ROOF PARII�TNG BELOW co m - m I - - O -- -- -- ---- -_- --- -. - - - - ---- -- j 63._6. \ 20'4• 1 65'-'1" 16'-8• A!- 1'-0• 16'-8' j 29•_0" 29'-0' 18'-z' 29'-0" 29•-0• 29:_0• I6'-8• 1'-O" 198,-6' O O d-1e O O O I-l0 O O A t0 O O @ + ® YM NOTE: FOR TYPICAL FLASHING PARAPET.OVERFLOW SCUPPER.AND NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL. ROOF PLAN ROOF GRAIN DETAILS.REFER TO"SHEET A-31, MECHANICAL PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS - �il•9E�T W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ SCALE:11811-V-01' ARCHITECT PRIOR TO START OF WORK&RIGGING(TYPICAL). NOHTH A-12 awl®Tors E.B.P.B. SURIIUTTAL#1 02.282005 E.R.P.B. O O O O O O O O O sI703M 9.2006#a E.R.P.B. . 9UBOIITTAL#S 01112005 TOEL+99._8.. __ — P OF CONC.SLAB — AT STAIR ROOF O TOP O� F CO NC.SLAB EL 5 OO AT STAIR ROOF •i •I •< WI TOP TO OF CO" _ L.+91'-2" C OF CONC.SLAB I — E AT ROOF - ._.- - TOP OF CONC.SLAB ROOF ' I H TOP F NC.SuB ................................................._................--...-.....-__ --.-.....--.-•_.--..-..-...__ ... ...-.---._---.-.-.---..... _ _ 0 CO .............................._......----...-..-. ..--...---_----_.-.-....--.._................ ................-...—._...--------. .----...--.---.-_-----.-....-....... ...............-.......-...,.... EL+]9 10' A7 EIGHTH FLOOR ..... ..... _ -.. _ ...._.._..........................-........-.-_....--.._..-......- Y TOP OF CONC.SLAB y��.................7,�--,�................•-... ...................... ....-............... ......-.._--._.-... ; ............-..... _-----.,......... � .........-.....,��................. ................. ........... ........ ..................... ......... y_�. ��. \\. .,.......... .......... ....... ............. AT EIGHTH FLOOR ...--.. ................:� _`._............_ s J ...-..-. o ..............• �.1........•. f, •. ....... m 4 � , EL TOP OF CONC.SLAB ATSEVENTH FLOOR ...-.....- ... ..- ...---_.....-..�.J ...................-..-..�- . ....... .........-. ....-.-.._...-..-..-..-.._......r..-.."..�.-...`.,...-...�...:.1-.--......... ........ ...... -. .,.`.-....- _ ---.---.-..... --. a \ � .... .... 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EL+36:-0. OPEN .l ^ . TEL OF CONC.SLAB .«:...... y.«.,.... _.. «. .`._. - _- - AT FIFTH LEVEL EL+32 2 - - - OPEN �--1 9/ — v TOP OF CONC.SLAB rte. + AT FOURTH LEVEL r. ... .<:= ...L-' .THE. �f..-... ..._.. -.-.- ,._:-. .._._.--. _i EL+27'-e' O ep - OPEN ,'- { OPEN AT FOURTH CONC. LEVEL1e i0P OF 1 t TEL OF Gore.Sue .tom, .. -\—.:_.•-.. - BUILDING SIGN AT THIRD LEVEL -. - _.,. — — - r{,...> {' { i{;::.> s.,. i, _,. { - - a a>+{ - AT THIRD LEVEL - TGP of C sue • i.`ai'_ t .r i? { fit " -.-_................................... { EL. +15_8. ;{ .ri TOP OF CONC.SLAB •j (n AT SECOND LEVEL OPEN __ 'y r__ ____ - __ - 1 .............._.......---...---.-..--.-.-.---_-...--...-.-...-_ ________ •I L__ RETAIL ------------� RAMP UP O __ ___ _ "- _..............._--..-..---.....------.-.-..-.....-....-.- -.. ___ --t OPEN --- L ---R_F,_TAIL_ _ — — ... [------- RETAIL � O RAMPDN. m -- - _ _ _ _ °i CROSS THRUI ...,.. ... ".. 1 ..,.. i -.. ..-..... ',�` ._ • } --- CROSS THRU — — — T P OF CONC.SLAB r PLAZA ..-.: :-" ,", y 4: - AT SECOND LEVEL a -' .- - -- --- - TOP OF CONC.SLAB """"'"' ----- AT RAMP ... -. -- . 11IIII��IIII(IIIIr 4 a ' ',: m TOP OF, '.SLAB EL 0'-0" AT GROUND LEVEL 8 V TOP OF CONC.SLAB (EL.+13'-9"N.G.V.D-) AT GROUND LEVEL V.O.) a QQ — o __-_ EL_-________- - ° EL(-) 10'-0" _______________________ I!� (OF 3I-O. U I ______ Y TOP OF CONC.SLAB W Fit R -______ _--__ AT BASEMENT LEVEL _ TOP C NC.SLAB W S {^ AT BASEMENT LEVEL 0 t-a � p=W C7 Z m FINISH&COLOR LEGEND WEST ELEVATION (FRONT) m z Ol TYPICAL STUCCO COLUMN FINISH: PAINT-BENJAMIN MOORE HC-39 PUTNUM IVORY SCALE:1/8"--1'4)" (L ® TYPICAL PRE-CAST CONCRETE TRIM,CORNICE,AND DENRL FINISH: H PAINT-BENJAMIN MOORE HC-39 PUTNUM IVORY NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE.STRUCTURAL O9 TYPICAL STUCCO WALL FINISH: PAINT-BENJAMIN MOORE HC-58 JUMEL PEACHTONE MECHANICAL.PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ O TYPICAL STUCCO WALL FINISH: PLANT- BENJAMIN MOORE HC-44 LEND%TAN ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). } © TYPICAL STUCCO WALL FINISH: PAINT-BENJAMIN MOORE HC-51 AUDUBON RUSSET OTYPICAL ALUMINUM METAL RAILING&GRILLE PANEL AT WINDOWS: PAINT-BENJAMIN MOORE HC-128 B CLEARSPRING GREEN _ O TYPICAL ALUMINUM FIXED WINDOWS&DOORS: WITH CLEAR IMPACT GLAZING, PAINT- BENJAMIN MOORE HC 7128 CLEARSPRING GREEN e © TYPICAL PREMANUFACTUREO BITE LOUVERS: PAINT-BENJAMIN MOORE HC-128 CLEARSPRING GREEN O9 TYPICAL STUCCO WALL FINISH: PAINT-BENJAMIN MOORE HC-39 PUTNUM IVORY TE 30 PREMANUFACTUREO TRANSLUCENT SKYLIGHT 93ME_ET A E.1LP.B. 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HIM(N nATISCRTMUIRRt1NtN4,'1 HMI ELECT81CAL 9C®NILE9 LNIIES "^.1 B1f F.IRCTAICAi.nRTAHRLNIT^I 1�, lYf EMI ELECTRICALHC®ULPS.DE9'AME.NOI'PS CONSULTANTS DATES&REVISIONS CIVIL, 0 HAD LNG LDHAIILAZEPLAN CJ PAVING L DRAINAGE DETAILS PLAN V CA U77LITT MAN PERMIT&BID SET LANDSCAPING n w STRUCTURAL ELECTRICAIJMECHANICALIPLUM SING CIVIL LANDSCAPE AND E.R.P.B.SUBMITTAL Ll IANDRGAPHNITEPIAN !' 12 IRRIGATION NFI'N PLAN ZVONDUR T.BELFRANIN,P.E. GUERRERO/GONZALEZ ZAMORA&ASSOCIATES,INC. GEOMANTIC DESIGNS,INC. - 01-28-05 PM733 74 sTaucTDRALENGLYEEH ENGINEERING,C.G.e— INC. CiVUE Engineer 6800 ROBERT PARSLEY,A.B.I..A. PJB ASSOCIATES PsAo 4838 88071 MichanicalEerrero,P.E. EB#00nElneer Mi—i i.vidstreet E.R.P.B.REVISED SUBMITTAL#1 4888 B.W.74th CaurE Mechanical EnE.Lio.#16235 EB#0008791 Miami,Florida 8A748 Mined,Florida 88156 Rdnel L Gon-lea,P.E. ..42:7 TeL(806)98f.9888 02-28-05 Te).(306)B89-0466 Elactricai EnR•Lac.#11057 11410 North Kendall Drive,Suite#802 mi—L'78rd Avenue,Snae 0107A MiemL 5)27&-7 81 E.R.P.B.REVISED SUBMITTAL#2 ARCHITECT ' Miami,Florida 83166 TeL(806)Y78-7801 - Tel(805)262-8944 03-28-05 2990 SW 35TH AVENUE MIAMI,FL. 33133 AA#0003085 (305) 448-0710 GENERAL NOTES LEGAL DESCRIPTION F.-nLOT88 THRU 1I,BLOCE I,REVISID 1. AA DOCUMENTS A201. "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, 20.CONTINUED POINCIANAPARH",ACCORDINGTOTHE "t: l SLT81N[TPAL xy PLAT THEREOF,A6 RECORDED IN PLAT. - LATEST EDITION, "SHALL GOVERN ALL WORK UNDER THIS CONTRACT AND SHALL APPLY - - 03.28.200b TO ALL TRADES AND IS HEREBY INCORPORATED INTO THESE DOCUMENTS. - B. ALL ABOVE UTILITIES SIMPLE COMPLY WITH F.B.C.AND ALL APPLICABLE ROOK 41,AT OFA AAfl-D DE COUNTY, ". I. Y- LOCAL CODES. RECORDS OF IIDAMI-DADS COUNTY, .._.--.. _4�,,.� .,....,: .F C- X.._. 2. A ALL WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL CODES,THE LATEST C. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILRIES,OVERHEAD FLORIDA. S - - .n i .....,..r EDITION OF THE FLORIDA BUILDING CODE(HEREIN ALSO REFERRED TO AS F.B.C.), .. �., AND UPDATED.LDCN_ZONING ORDINANCES. AND UNDERGROUND,PRIOR TO CONSTRUCTION AND COORDINATE WITH ,"K ,...: ' ARCHITECT/OWNER PRIOR TO START OF WORK. - 8. THE CONTRACTOR SHALL FIELD VERIFY Ail DIMENSIONS AND EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ALL DISCREPANCIES OR NEEDED INTERPRETATIONS D. ELECTRICAL POWER,TELEPHONE WATER AND GAS SHALL BE RUN UNDERGROUND. :4"9 ✓w9- "' PRIOR TO COMMENCING CONSTRUCTION. ALL TO BE VERIFIED WITH ARCHITECT/OWNER. THE CONTRACTOR SHALL COORDINATE TIE-INS AND SERVICE WITH UTILITY COMPANIES PRIOR TO START OF WORK. • -'�" 4- `+"s A �' - �: C. IF AN EXISTING CONDITION OF THE PROJECT IS BEING BLOCKED BY THE NEW LOCATION MAP (N:T.sJ > 1 T�- 8a5>, >` s----,�: y-1j 33a t• CONSTRUCTION AND R 15 NOT SHOWN ON THE DRAWINGS,CONTRACTOR TO 21.ALL PREMANUFACTURED-ITEMS SUCH AS RAILINGS.SKYLIGHTS,EXTERIOR WINDOWS AND ® J3 'i':xG 2 ,l5;: w' ":%.>He F•�,,.; '^T-----••-•..��s..� I:t Z Y " 7m'! .s, Je :k' RECEIVE APPROVAL FROM THE ARCHITECT TO PROCEED W/CONSTRUCTION PRIOR DOORS,BUT NOT LIMITED TO THESE.SHALL BE UNDER A SEPARATE PERMIT. GENERAL LT: :`<Y I,)` >:-. TO THE START OF CONSTRUCTION. CONTRACTORS,AND ANY SUBCONTRACTOR PROVIDING THE ABOVE ITEMS SHALL PROVIDE I - SIGNED AN SEALED CALCULATIONS AND SHOP DRAWINGS. ALL SUBMISSIONS SHALL BE I, _ _ xa�"' 3. OMISSIONS FROM DRAWINGS AND/OR MISDESCRIPTION OF DETAILS OF WORK WHICH ARE ACCORDING i0 N.F.PA 101 AND LATEST F.B.C.FOR A/E APPROVAL PRIOR TO I IL t L- :/ �__ ...,.....� 3., MMl IFESTLY NECESSARY TO CARRY OUT INTENT OF DRAWINGS OR ARE CUSTOMARILY FABRICATION AND ORDERING. ALL MANUFACTURED ITEMS SHALL SHALL MEET HIGH I a 9 $y PERFORMED SHALL NOT RELIEVE CONTRACTOR FROM PERFORMING SUCH OMITTED OR VELOCITY HURRICAN ZONE(HVHZ)PRIOR TO ORDERING AND WORK,TYPICAL MISDESCRISED DE ANTAILS OR WORK, BUT SHALL BE PERFORMED AS IF FULLY AND THROUGHOUT PROJECT. CORRECTLY SET FORTH D DESCRIBED IN DRAWINGS USING MOST APPROPRIATE ew•��Ot 2t - 2S` � J ! t kO Tl S '. j �K FTy METHOD.WITH FI NAL APPROVAL ISSUED BY ARCHITECT TO ALLEVIATE CONFLICTS OF 22. TYPICAL THROUGHOUT PROJECT: WHERE SLOPE IS INDICATED WITH AN ARROW. SCHEDULING,DRAWINGS,DETAILS,AND/OR SPECIFICATIONS&CONSTRUCTION COSTS. CONTRACTOR TO PROVIDE 1/4"PER FT.MIN.SLOPE OR AS NOTED.- y �� r�`� "=� \ �r•Y.� t.°:3 '( �, `� ? t,'L 7 % ¢- V1 F"I 4, ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY 23. ALA DOCUMENTS A201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, ! � r.// \ y3 t tit_.` c Tpb•v �/� MECHANICS SKILLED IN THEIR RESPECTIVE TRADES. LATE57 EDITION,"SHALL GOVERN ALL WORK UNDER THIS CONTRACT AND SHALL APPLY I P�� \ �` _ \ r • -^Z.,vA8�1tL ICI TO ALL TRADES AND IS HEREBY INCORPORATED INTO THESE DOCUMENTS. £,s/j 'Q"1' 4 ..y}; 5. CONTRACTOR SMALL BE RESPONSIBLE FOR QUALITY AND PERFORMANCE OF ALL £ MATERIALS,APPLIANCES,AND WORK. ALL MATERIALS,EQUIPMENT,AND SYSTEMS SHALL 24.ALL WINDOWS AND DOORS i0 HAVE MIAMI-DAOE COUNTY APPROVAL WITH IMPACT CLEAR BE INSTALLED S STRICT ACCORDANCE WITH INSTRUCTIONS,STANDARDS AND GLAZING. • 'a 4A, MANUFACTURERS WRITTEN SPECIFICATIONS,IN57RUCTIDNS,AND RECOMMENDATIONS. - 25.THE PLANS AND SPECIFICADONS ARE NOT INTENDED TO DEPICT EACH AND EVERY DETAIL _ y 4�;;,�° u.. - '` € `t 4-71 6. THESE PLANS MAY BE USED ONLY UNDER SUCH CONDITIONS IN WHICH ALL APPLICABLE AS THE PARTY IN THE FIELD,THE CONTRACTOR IS IN THE BEST POSTRON TO VERIFY THAT ,,��aa V) `! € I SAFETY LAWS.RULES,AND REGULATIONS ARE THE SOLE RESPONSIBILITY OF THE ALL CONDITIONS ARE COMPLETED TO PROVIDE A WATERTIGHT STRUCTURE. THE CONTRACTOR �ti'� AaY" C+I'o_ >,` f r!2 S0. ( Gx 0 CONTRACTOR. SHALL DO S0. 7. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 26. DEMOLITION NOTES: - 8. CONTRACTOR IS RESPONSIBLE THAT EASEMENTS AND SETBACKS ARE NOT ENCROACHED. A CONTRACTOR TO COORDINATE WITH OWNER REGARDING ANY SALVAGEABLE - `' . .n✓.. � ITEMS PRIOR TO DEMOLITION. ANY ITEMS INDICATED THAT ARE OF 9. COORDINATE ARCHITECTURAL DRAWINGS WITH STRUCTURAL,MECHANICAL,ELECTRICAL - SALVAGEABLE CONDRION ARE TO BE BROUGHT TO THE OWNERS. ANO PLUMBING DRAWINGS- ANY DISCREPANCIES ARE TO BE BROUGHT TO ARCHITECT'S ATTENTION SO THAT THEY MAY BE RELOCATED PER THEIR DIRECTION, ATTENTION FOR CLARIFICATION PRIOR TO BIDDING AND WORK. mot , B. ALL EXISTING EQUIPMENT AFFECTED BY NEW CONSTRUCTION SHALL BE E.: sy.. rw:.- dam'° ''°""""^"'-""^ ^ °'`-""K 10. TYPICAL-ALL WINDOWS AND DOORS i0 BE IN ACCORDANCE TO THAT SPECIFIED IN THE REMOVED/RELOCATED. VERIFY LOCATION WITH OWNER. L,z. "C„{,v'.,.,..• RN.P Y.A . DRAWINGS AND APPLICABLE ITEMS OF CHAPTER 24 OF THE FLORIDA BUILDING CODE. C. CONTRACTOR SHALL FURNISH ALL LABOR,MATERIALS,AND EQUIPMENT TO S DISCONNECT,DISMANTLE,REMOVE,AND SALVAGE IN THE DISPOSITION OF ' it. PROVIDE ALL SITE CLEARING.EXCAVATING TO REQUIRED GRADES AND LINES,BACKFlLL. DEMOLITION INDICATED IN THIS PLAN. - .�.`�^ t O F GRADING FILL,COMPACTION AND DEWATERING AS REQUIRED TO EXECUTE THE WORK.ALL FM'I FILL UNDER S 8 SHALL BE COMPACTED FINE SAND FILL SET IN 6"LAYERS TO 95% D. HOLES OR OTHER DAMAGE LEFT BY CONTRACTOR SHALL BE REPAIRED BY O � DENSITY ASTM 1157, PRESERVE All EXISTING TREES AND SHRUBS UNLESS OTHERWISE CONTRACTOR AT H5 OWN EXPENSE. SPECIFIED BY LANDSCAPE ARCHITECT/OWNER. E. UPON COMPLETION OF DEMOLITION THE ENTIRE AREA SHALL BE CLEANED -- I 12. CONTRACTOR SHALL REMOVE ALL AS CONSTRUCTION EBRIS AND LEAVE THE SITE GRADED OF ALL DEBRIS AND PREPARED FOR NEW CONSTRUCTION. F•'( 00 OR AS AS INDICATED ON THE SITE PLAN OR SPECIFIED BY ARCHITECT/OWNER. F. EXISTING COMMON NOT SHOWN ON THIS PUN SHALL BE REVIEWED 13.FINISH GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AND PROPERTY LINES. WITH THE ARCHITECT/OWNER PRIOR TO REMOVAL AND WORK. G. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES O 14. FlREBLOCKING:COMPACTOR TO PROVIDE FIRE SLOPE PER SEC.705.3&2305.1 OF AND SAFETY BARRIERS AS REQUIRED BY WORK INCLUDING DUST CONTROL y� F.B.C.TYPICAL THROUGHOUT RESIDENCE. MEASURES. 15. REFER TO ENGINEERING DRAWINGS FOR ALL ENGINEERING INFORMATION. H. CONTRACTOR SHALL PREPARE ALL EXISTING SURFACES AND CONDITIONS (GRASS) ALL SHEETSS AND VERIFY ALL DIMENSIONS BASED ON SHALL EX STING EXAMINE 16. ALL RAINWATER SHALL PERCOLATE IN THE GRASS AREA GRASS OR AS NOTED. CONDITIONS AND SHALL CONTACT ARCHITECT FOR CLARIFICATIONS OR 17. ALL WORK SHALL COMPLY WITH CHAPTER 10&36 OF FLORIDA BUILDING CODE AND INTERPRETATIONS AS NECESSARY FOR A COMPLETE JOB PRIOR TO WORK. ••-.. NF PA 101. TYPICAL THROUGHOUT THESE DOCUMENTS. „ , ..:.. ... I. ALL EXISTING STRUCTURE&DRIVEWAYS TO BE COMPLETELY DEMOLISHED REFER - ""' 18. ELEVATIONS SHOWN ON THE PLAN REFER TO NATIONAL GEODETIC VERTICAL DATUM - UNLESS NOTED-SIRE TO MAKE READY FOR NEW CONSItULTON. REFER - � � TO SPECIFICATIONS FOR MORE INFORMATION. - ... .... .. :: r 19.TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER W H J. CONTRACTOR TO TAKE COMPLETE CAUTION AMID CARE TO ALL EXISTING T 1 APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE UTILITIES(OVERHEAD AND UNDERGROUND.) TREATMENT TO NEW CONSTRUCTION--ALL NEW STRUCTURES SHALL COMPLY TO SECTION ' 1816 OF F.B.C. K. CONTRACTOR TO PROTECT AND PRESERVE ALL TREES PRIOR TO 20. UTILITY NOTES DEMOLITION.VERIFY EXISTING LANDSCAPING W/ARCHITECT PRIOR TO ZONING INFORMATION f , A GENERAL CONTRACTOR TO VERIFY EXACT LOCATIONS OF THE FOLLOWING DEMOLITION AND WORK- OUTSIDE THE PROPERTY LINE L CONTRACTOR TO COORDINATE ALL ARCHITECTURAL,MECHANICAL, EXISTING T��T�Tg' CTT��TTi1V O 1. ELECTRIC SERVICE STRUCTURAL ELECTRICAL AND PLUMBING DRAWINGS W/EACH OTHER. ZONING: T.O.D.D. CRY OF SOUTH MIAMI' W.SS EXI I v1 U Uf V E i L� 2, WATER MAIN ANY DISCREPANCIES TO BE COORDINATED W/ARCHITECT PRIOR TO START 3. TELEPHONE OF WORK. FLOOD ZONE: X LOT AREA: 25,011 S.F. - - N.T.S. NORTH r, ' REQUIREMENTS ALLOWED PROVIDED F7�1 BUILDING HEIGHT (WITH FT.FROM SIDEWALK 700 Fi.FROM SIDEWALK 0 CD (WITH T.O.D.D.BONUSES BELOW) FRONT SETBACK 20'-0"ABOVE 4TH LEVEL 20'-0"ABOVE 4TH LEVEL BUILDING CLASSIFICATION REAR SETBACK # 20'-0" 20'-0" ) SIDE SETBACK 0'-0" 0'-0" OCCUPANCY=MIXED MEANS OF EGRESS: FIRE EXTINGUISHER CALCULATIONS 1 ° * FOR THOSE PROPERTIES THAT BACK UP TO PUBUC OPEN SPACE OR EASEMENT, BUSINESS GROUP B CLASS"A"FIRE EXTINGUISHERS MUST BE PROVIDED BUILDINGS MAY BE BUILT IN REAR TO WITHIN V OF THE REAR PROPERTY OR MERCANTILE GROUP M OCCUPANCY. LOAD PER FLOOR AT 1 EXT./11.250 SF RATIO. EASEMENT UNE. I p It SPECIAL STORAGE AUTOMOBILE PARKING GARAGE RESIDENTIAL (FBC 1004.2.) - -MIN.NUMBER OF REQUIRED EGRESS STAIRS=2 30837(SF)/11,250(F.E./SF)=3(FE.)PER I 1 FLOOR BASEMENT LEVEL PARKING= 11,086 S.F. -MAX,TRAVEL DISC R. FEET S-50'ERED GROUND LEVEL(RETAIL) =3,647 S.F. -MAX.DEAD END CORK.LENGTH=50'-0" ADDITIONAL'B"AND"C"MUST BE PROVIDED IN THE PARKING REQUIREMENTS PER SOUTH MIAMI GROUND LEVEL(RESIDENTIAL)=994 S.F. (FBC TABLE 1004) - FOLLOWING AREAS: Q m STORAGE ROOMS,ELECTRICAL AND MECHANICAL �I SECOND LEVEL(PARKING) 17,391 S.F. ROOMS.KITCHEN,SCIENCE LABS,TELECOM CLOSETS, THIRD TO SIXTH LEVEL(PARKING)=75,677 S.F. COMMON PATH OF TRAVEL=75'-0"(FBC SEC. 1004.1.3) PARKING STALL SIZE=9'-0"x 18'-0" PARKING 103QUIILRBBNT SIXTH TD EIGHTH FLOORS OFFICE AND COMPUTER LABS. ( ) 51,372 S.F. AISLE SIZE-23'-0" HANDICAP STALL SIZE= 17'-0"x 18'-0- TOTAL PARKING REQUIRED-241 STALLS /j' �%;%%'/// (n O �LCULATION OF ROOM CAPACITY FOR - �/:, TOTAL OCCUPIED AREA OF MULTISTORY BLDG. EXIT PURPOSES' STAIR CALCULATIONS - RAMP SIZE WIDTH =22'-0" (INCLUDES REQUIRED 5 HANDICAP PARKING STALLS) //// / / i//// / LLI- u ^q 56,013 S0.Ff. - STAIR CALCULATIONS BASED ON EIGHT FLOOR / /y/!/�/�///�j/ - BASED ON NFPA 101,NOTED ON EACH TYPICAL PER T.O.D.D. /�- i/j OCCUPANCY: /�/ ROOM. THREE 3 USES: SR PARKING REDUCTION DUE TO FACADE TYPE OF CONSTRUCTION =TYPE TFBC TPRLE 5001 TOTAL No.OF OCCUPANTS- 172 () -NUMBER OF STORIES=8 PROPOSED+BASEMENT LEVEL MIN, PAUCy OAD(FBC TABLE 1003.1) ii / �/ i///� /' /� - L) OFFICE 20R REDUCTION DUE TO THREE USES. j/ H- TOTAL NUMBER OF REDUCED PARKING 60 STALLS - /,/,// //% / / i / -MAX.NUMBER OF STORIES ALLOWED=NO LIMIT RETAIL=30 GROSS OCR CAPACITY- 172 OCCUPANTS x 0.30 INCHES /// /-% //j =W OFFICE SPACE= 1 STALL PER 2.F S.F. / / /'�� -ALLOWABLE BLDG.AREA=UNLIMITED OFFICE= 100 GROSS 52 INCHES TOTAL OFFICE SPACE-45,636 S.F. / %///j%�� / j / j z PARKING GARAGE=200 GROSS TOTAL STAIR WIDTH REQUIRED 52 IN �j/��/, �j/ TOTAL PARKING REQUIRED-229 STALLS FIRE RESISTANT RATING(EEC TABLE 600) RESIDENTIAL=200 GROSS PROPOSED(2)TWO STAIRS TOTAL PAPoLING SPACES PROVIDED= 187 /'%/://'%i/� //%% -%Ij!!✓/i ///,�;�/ ��/ ¢6 Q NOTE BUILDING IS FULLY SPRINKLERED EXIT TOTAL CAPACITY= 176 INCHES PROPOSED RETAIL TOTAL PARKING SPACES PROVIDED= 186 opnO=o=oep=o=p=p=p a- pcp=pe pop�T�=p=o=p= -EXTERIOR BEARING WALLS-4 HR. - RETAIL SPACE- 1 STALL PER 300 S.F. \ J m t j FINISHES EXTRA PARKING SPACES-5 ' m (NORTH&SOUTH WALLS)NO OPENINGS � EXIT CALCULATIONS TOTAL RETAIL SPACE-2,745 S.F. - d 4 HR.(EAST&WEST WALLS)NO LIMIT ON OPENINGS -ALL FLOORS SURFACES WHICH MAY BECOME REQUIRED = 172 OCCUPANTS x 0.20 IN=35 INCHES TOTAL PARKING REQUIRED= 10 STALLS SUPPERY SHALL HAVE A NON-SLIP IMPERVIOUS EXTERIOR NO BEARING WALLS NO(NON PROVIDED NORTH DOORS 36 N RFSIDEN FLOORING,E.G.TOILETS&CUSTODIAL CLOSETS. COMBUSTIBLE) PROVIDED SOUTH DOORS C 36 IN RESIDENTIAL SPACE-2 STALLS PER UNIT -FIRE WALL 4 MR. -ALL S LO SHALL BE TEMPERED OR LAMINATED, TOTAL PROVIDED-72 INCHES TOTAL RESIDENTIAL SPACE= STALLS S.F. -INTERIOR BEARING WALLS=}HR. UNLESS LOCATED IN A RATED PARTITION WHERE TOTAL PARKING REQUIRED 2 STALLS -COLUMNS -3 HR.(SUPPORTING MORE THAN 1 FLOOR) WIRE GLASS SHALL BE USED. OTHER REQUIREMENTS: S.W. 62nd AVENUE -BEAMS -3 HR.(SUPPORTING MORE THAN I FLOOR) -MEANS OF EGRESS SHALL BE CLASS"B"OR BETTER. -ALL DUCTWORK CROSSING CORRIDOR WALLS SHALL -ROOF AND ROOF ASSEMBLY-1 HR. -ALL OTHER SPACES SHALL HAVE CLASS"C" HAVE SMOKE DAMPERS ___ ______________ - r= L -FLOOR SLAB=2 HR. FINISHES OR BETTER. T.O.D.D. BONUSES PROVIDED BONUS - ARCADE 5R PARKING REDUCTION. AREA OF ARCADE NOT COUNTED IN TOTALS PLUMBING FIXTURE CALCULATIONS UNDERGROUND PARKING ONE(1)ADDMONAL OFFICE FLOOR DEMOLITION TTION T11T A N T' 0 4� OCCUPANCY MALE MALE MALE FEMALE' FEMALE DRINKING MORE.THAN THREE USES 20%PARKING REDUCTION JJ IxJ l�'1 S/A 1 LV r.LL"�QI BASED ON FP' WC URINAL IAVS WC LAVA FOUNTAINS SCALE:1"=30'-O" ®�T� NORTH TABLE 403.1 PUBLIC PLAZA ONE(i)ADDITIONAL FLOOR RED. PROV. RED. PROV. RED. PROV. RED. PROV. RED. PROV. RED. PROV. RST FLOOR FULL FRONTAGE ONE 1 ADDITIONAL FLOOR NOTE. mawimn TAIL SPACES UNISEX HANDICAP TOILET PER EACH RETAIL SPACE. () DEMOLISH ENTIRE BUILDING&OTHER ITEMS BELOW GRADE. "CROSS-THRU" ONE(1)ADDITIONAL FLOOR TIC TO EIGHTH FLOOR IF1MA� PACE' 2 2 t 1 2 3 2 3- 2 - 3 1 2 TOTAL BONUSES= 4 EXTRA FLOORS&PARKING REDUCTION - 8i9ElEF FEMALE A=1 REFER T AIL THIS SHEET / TO CMl DRA -REFER REFER ISTING SURVEY _ _ Iry I1-11NU PAVERS 6a04/10A®ytg 500'00'00"W 200 00' (R) / ERrTA IXFlITRATION SYSTEM WINGS ,� TO EX i _ 7777 ________ _______________________________ .----------------------------------------- _ ______ SUO&78.x006#1 E.KP.A P� n.Tor or'elmsn PLAZA I A� I k+l I I c I w I STAIR#2 76'-0" 28'-8' 57'-10' mol FLAT ROOF LF i 00 Y Y I P4 OD I 'k o V � I � _ COOUNG �j �p m� ITOWERS ' `.. R 1 0 ° ELEVATOR ~� MACHINE ROOM ° !l ° ` ` w I N= a mb, I / \ C a� i1 9.1 vg ~ Z' 2E `MTL LOUVER ENCLOSURE I z I I N /—PARAPET WALLS I N I f .[.EVEI, sIXTFI:LEVEL ROOFP HINGBEYAW: I /- - - - - �\ ; /r ROOF PARKING BETA W - - � a I vi w � 4 1 - 1 \ ��W Qa> - a N00'00'00"E 200.00' (R 8:M) m = V~i `CURB CUTS-REFER TO CIVIL DRAWINGS IXISTING CURB � CURB CUTS-REFER TO CIVIL DRAWINGS 78'-2' 27'-0' 60-0" G� N ��—PRE MANUFACTURED CONCRETE INTERLOCKING PAVER SYSTEM OR BRICK PAVERS ON 1"SAND j BED ON 12"FINE CRUSHED COMPACTED ROCK (6"LAYER COMPACTION)SUB-BASE SHALL BE WELL DRAINED AND SLOPED AS INDICATED.WITH j 8'x TI CONTINUOUS CONCRETE CURB WITH 2#5 - S.W. 62 nd. AVENUE B"XB'CONTINUOUS EDGE RESTRAINT r� ,>/ III—III III—III I 1—I I—I ---------------- --------------- ------------------------------------------------------ II—III—III—III—III—III,,-III..-III—III ®ATE SITE YPICAL, INTERLOCKING PAVER DETAIL, NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE.STRUCTURAL. SIT"" PLav-+d atJ,J� SCALE:112"-1'-0^ MECHANICAL,PLUMBING AND ELECTRICAL,CML k LANDSCAPE DRAWINGS 7A-2 W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ SCALE:ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). NORTH SUBINIMAL#1 04.48.4006 O O O O O O O O O E ILP.A CC O O 0 O A�P---P LD 6 _-o-"-•-��i m--- --_-_--88 B I I�I I I I O I I I::i;::.s'i.:i I 1 I I i i I :.''..:B'_•m-�rn Q I i i j,i j —®-0"•m! -1-3- --' ------ J��I 1-11�'-'i--\/_-4u 4-''�---1—18a'_-'._0g—'-•----- �O•1 I I j I'I I I lI liI i I I iI 1 I I i ii I i I : : g—t t I I I I I�I l I I I I I -- '----' ----"----q_q.•i m `-----�--19�� O, e97 U t(Q m Q d W FW r'v�H rn W�v�o Uj �.g^x D W F° U r TT.F v3 ro- g"�sn®, •^n 00 VM��o w CQQ a 2 y r I # ^ 4 DD E_� 08.8&4006 198-fi" 29'-0" 29'-0' 18'-2' 29'-G' 29•-0" 28-0" 16,_8" V-0 � 16'-8' 'LO" 27'-0' 0 27-0' 0' 16-2' 27'-0' 0' 27-0' 27'-0" 16'-B' m _ ST TRANSFORMER VAULT ROOM ROOM 10, I 8' 1' 20'-11' " 8'-2" 5'-2" O 2 OR.�I (D 27 0' 18'-0' 3 PARKING SP 9'-0' 27'-0' 16'-2' 0 3 PARKING SPACES 9'-0' 27'-0' 0 3-4' 1 4' 6-4' 6'-0 10 7'-4' 5'-6' 9'-2' D'-0' 0 RAMP ON�ELOP(-O1_ P STA Q SLOPE-6.532 A-17 ES 0' = 22'-0'8 14'-B' 27'-0" KING SPAC 72-2 0 10' 27'-0' STO ELEVATOR LOBBY 1 TOP SL STORAGE EL -Iii-B-S AF.F.SLOPED WALL —s 19'-2" 27'-0' 27'- 27-0' '-6' 220_0• 1Y-4' 9'3 PARKING SPACES 9'O"a 27'-0' '+p 3 PARKING SPACES O 9'-0'-27'-0' 0" -0" 7'- '_0' 3 PARING SPACES O W-0'-27'-0' 0 19'-2' FIRE PUMP ROOM O 1 ° T 27'- S.2'-0' 14- 1 0.' ' ' ' ' 13' ' z STORAGE STO STO TOP OF SLB 4 S0 Ett/�; EL'IT-t N.G.V.D.(0'-0') .... 29'-0' 29'-0' 16'-8' 1-0'I 29'-0' 29'-0' 18'-2" BD O a19 O O DA-M ti -6' O NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EMERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, BASEMENT �T�� EMERGENCY GENERATOR.ELECTRICAL,MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GWZINC. MECHANICAL,PLUMBING AND ELECTRICAL.CML&LANDSCAPE DRAWINGS �1�'1�/g �j�' ^1AU40° MACHINE ROOM DOORS SHALL BE,8,-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-G W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ NOTE: FOR ALL LOCATIONS OF FlRE-RATED OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). WALLS,REFER TO SHEET A-30 SCALE:1!8"=11_On NORTH "" A-3 SUBRU"AL 1 02.18.200 (D (D O O G) CC I DID I Su IBNMAL#2 03.28,2005 16, a' 29'-0" 29'-0' 18'-2' 29'-0' 29'-0" 29'-0' 16,-6" 1'-0* -------------- ------------------------------------------ ---------------------- ----------------------------------- -- --------- -------------------------------------- --------- ------- PLANTING AREA-REFER TO LANDSCAPE PLANS [77—j7----7__ _7� TOP PLAZA\ 0'.- 7 7. 37•w2 1701'0" 04 PLANTING AREA PLANTING AREA PLANTING AREA PLANTING AREA PLANTING AREA PLAwNT1 AREA 4 z-tQr.'`;.J V—a." 5— v—r v— —CC —o- 2 C-8: 5� .-a" Ist -10 a: 'Lo -iq I- 2!-Oz!, 27' 14'-4" 2'I14'-6 H. L ...... HIGH G STAIR I STALR 2 r U) FOU 0 !2 . IX HA' FAN- HAI' ....REFER TO MECH DRAWINGS 14: RMATME 10 -01 14'-8" loq- -------------------- ... ----------------------------- r'.77 ------ ------- ---------- ----------- --------- ------------------ T -7 -------- - --------- --------- ----------------------------- 00 '-4 -2' 31'-.' 27'-0- 8'-0" '16 1 `�' L 13, 17' 27'-0' l.'-2* 00 -EN 01 EDROOM RAMP UP 01 1 TUFol EXHAUST FAN B SLOPE-6.39% ? REFER TO M ECH Fft DRAWINGS Ii ITE7. A/-,of WH_ 11-0.HIGH WALL op� 42"LOW WALL KITCHENME 7, H.C. 'H C HRU/ F CROSS,T 7 0 7 1roMET;;` ftOIELET, i PLAZA ELEV. El'IV. ELEV ROO TOP OF FINISH RESIDENTIAL 7 N.G'V�D) STUDTO L 7. 101— 17'-2" 22'-0' 1O_'. 101 27'-Ir 10 (7'-10-8' 22'-0* W io III BACKF LOW PREVE z -------------_T O P RETAIL#1 moss LO 3Y RETAIL 1131 OF Lill Top OF SUB THRU TOP OF SUB TOP (+13'-g"N.G.N.D.) E-G-G.(+ITm.-MS.,...) G, —0-0 0. -a, -a- a.-1. 0. -11. - - - .-a. i 4* 1 17 1& 8 1 22'-0' 8 1 23'-1 C' 3'-0" 6-4 6'-4" 3'0' 8" la'-s" 11 IS ---- -------- Ii 1-16 ------------ ---------- FJ BH ----------------- PLAZA 16 �TRENCH DRAIN TRENCH cov�m ENTRY DRAIN (L .......------------ 10 G) 2 v6w-i- 6 1�6�jp" ;_1 -0 8 a 0. -0 II 14'-B' 27'�D' 22'-D' '-0' 22 L)I - Z U) ARCADE� ARC LDF << ARCADE . A%EmArom 9 00.ELEVATION 9 SSEWALE V EL 0.6"(113*_ N:G.V.y)L (+I BI O_''�+IT-4-N.G.N.D.) 'e J ----------------- ------ 'X� 7: F 4711 -------- ,V. I 13-------- —cF7h-. a, 6 6,_8 1�[6- Z 0. ;[a. 26,-0, 61�l,� _;T,Z. B" 6' -1-L!GlIt'V-1 Z-1,B'_'_6-414a' '6 B -I B'-a" 6'-B 6 [a '6 6 --—--—------- A__ --------__-------Z'__--------- -- ---------- -- ----------------- T A PLANS PLANTING AREA-REFER TO LANDSCAPE PLANS 7--i GIs'o* PLANTING AREA-REFER TO LANDScAp PLANTING AREA PLANTING AREA I L ji 29'-0" —STREET CURB 2.'-0' STREET CURB LSTREEr CURB I .' 29'-0' el 16'-8" -0. 198'_61 i �-LINE OF �-UNE OF CC CANTILEVERED I IUILIING ABOVE CANTILEVERED C5 BUILDING ABOVE G) G) DA—Te NG UK: rr 0 , T-O �6' NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE COORDINATE ALL ARCHITECTURE.STRUCTURAL. GROUND LEVEL PLAN EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL 8,ELEVATOR B CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. M BING AND ELECTRICAL.CIVIL&LANDSCAPE DRAWINGS LuLlam MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MtAM$-DADE ANY DISCREPANCIES TO BE COORDINATED W/ SCALE:118--1'-O" S OF RE-RATED OTHER LOCATIONS INTERIOR DOORS FRAMES SHALL BE'C'-LABEL FIFIE-RATED. COUNTY PRODUCT APPROVAL WALLS,ALL LO ARCHITECT PRIOR TO START OF WORK BIDDING(TYPICAL). NORTH REFER TO A-30 SUBMITTAL 41 02.2&2006 o o o o 0 0 0 o o E.R,P.A GC 00 gg 91TB[d'ITTAL p2 09.28.20136 I 198'-6" 16'-8" 29-0 f 29'-0" j 18'-2" 29'-0" 29'-0" 29'-0" 16'-8" 1'-0 I I j I f is i j I I I F7 I a ! , i a I � w I y10• .i07 14._8. .I - 14'-4" 5--3- - 5'-3' .I .-b"5._J. .-&' 5•-3' ._&- 5'-}' -8- 5._3. .LO. 5._J. .-8. 5'-3. .-0' 27._0. .-0.-6'5'-}. ._8. 5.-}. ._8. 5._}. .-8. 5--3.6, i t._8,. 5._ 14._4. 14._8. ._0 •I I j 'T ,I ~ - i < I I — a _ S ABt 1 ® STAIR 2 - F I 0 V-4. 4 I ____ j :I II _____ it •I I - j ----------- _ ....--- - _.-_ _'_._..... - - - ---..-- -- --._.. I � -- ----- GO J PARKING SP 0 9•-0' 27'-0" '-40 W-0' ]' 2" "-'G 2Y-0' 0 J PARKING SPACES O W-0'=27'-0' '-0' 9-0" 14'-B' 44 00 j 'OPEN T6 AMP UP TO THIRD LEVEL OPEN'r6' j .N V RAMP UP I� BELOW SLOPE=6J9R SLOPE-6.39% s:l BELOW . .i ,I - v 2 ` 27,_0• 6' -I-4 • ' j '-0" -2• 216' 27, 0• 38' , CY-6-AF.F.SLOPED }'-6"AFS,SLOPED , LOW WALL I LOW WALL m ! OPEN TO i Fr.rV• 8 ELEV. - OPEN TO ~ . BELOW BELOW; !I ! ELECT[ .I '� TOP OF STAB RM. .:; j TOP OF SUB ,j el O AT SECOND L ; 8 ] 6 f 0' 27'-0" 10 -�dL SECOND IJWEL .. •m ELEVATOR LOBBY�] 1 0 2 J I TUP OP 1 L1B •I tOa tO5 z C O O O EL. --- ------- 4 ------ --- ._.__ -- ----- ------ ----- --- - - -- r - ---- - ---- - -- - - - -- - -- -------- - ---0 a 16'-0• a 27'-0 78'-2' 27'-0' -0, 27.-0- t'-4' 1L.-8. 2'-O' N N -I \'OPEN TO - !' - 'OPEN TO, . BELOW i BELOW I RAMP UP BB SIAPE=5.758 BB A-1fi - A-le I _n PARKING SPACES 9'-0•-27'-0" 0" }PARKING SPACES O 9'-D'=2]'-0' 0' 9'-0' S-10' 3'-4''=0' 2]'-0' 0 7 PARKING SPACES 0 9'-0' Z7'-0' '=0" 3 PARKING 5 CES 0 9'-0' 2]'-0' 16'-0• - I - C . 0 --- - -- ----- ------ i ------'--- ------- - - ---------------------o -- - -- -- ' - ------ ----------- o ---- - - - ------ -- - - ------- ---------- ---� 4 j W SL 27 2fi j 25 23 22 o v o c o �� o 0 o c mot: OPEN TO i 'OPEN TO'� =w BELOW I BELOW fp o z .' STO. .' U)D:w .:i j Ii it m - a ..-. _. .. ......_- o I I _ m 1'-B• 1'B' 1'B• .1.. 1'-8• i'-B' 1'-6' ! �... .,� 1'-B• 1'-B• 1'-8' 1'- 1'-B• t~B• .i JAL 14'-8' '-0 5'-J' S-3 5-J S J S-3 5-}• 327'-0' 0 1'-0" 16'-8" 29'-0" 29'-0" 18'-2" 29'-0' 29'-0' 29'-0' 98'-6" • j i i i I I ! 0 o A-1A o 0 o A-tY O O MEO O (D 1 Tll� emu. l DATES NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, [NOTE: ALUMINUM —RIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, SEC®'T� LEVEL�� T . .�_ EMERGENCY GENERATOR, ELECTRICAL,MECHANICAL&ELEVATOR .BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS l� L{4J'OW/ J7.J.L�Y 11`,I NOTE: FOR ALL LOCATIONS OF FIRE-RATED e,auom MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL - SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE W/EACH OTHER.ANY DISCREPANCIES TO BE COOft01NATED W/ OTHER INFERIOR DOORS& FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). WALLS, REFER TO SHEEP A-30 SCALE:1/8"=1'-0" �+e - NORTH SHE- SUBACITTALUI 08.88.4006 O O O O O O O O O E.R.P.R j CC OD fifi BUIIMITTAL 02 A-IB A_ee .-zi 08.88.2006 198'-6" 15-8^ 29'-0" 29'-0^ 18'-2" 29•-0" 29•-0" 29'-0" I i I I I I I i I i t ddQ I I a I o z'-o' '=0i tf•_B• 'LG' 14•_4• 5'-}'{'-B' S'-3^ •-0•.6.5•-3- '-8' S'-]' '-B' S'-]' 1'-8. S•_3^ •I, 5•-3• w•-• 5•-3- •Ip• 2]•_0• •I_0•-fi'S•_3• •-B• 5•-3• _ 5•_3_ •_8. 5•-3'6' •_O:b"5'-3" t'-8. 5'- - 14'-4' = it•-B• •10 I I I I O O. F ST.,o 2, I i I 1 6 0 10' 10 ..10^ 16•-0. .i0 w I I I O O O C> O O ? { 0 I., o 00 Al. -0' 1B'-0' '10 3 PARKING SPAC 5 O 9'-0'=2]'-0' '10 9'-0' ]-2' ]'-9' 4'-10" S' 10" 4'-10" 7'-9 3 PARKING SPACES O 9'-0"=Z]'-O' '0 18'-0" 9_0. B 1 4^, 14'-8' 2'-0' PEN TO .( Q - 'RAMP UP TO FOURTH LEVEL RAMP UP OPEN Td V BELOW SLOPE-5.39% BELOW O •j I:: i i I I � Ch ie'-0" 27'-0" '-0 3 PARKING SPACES O -27'-G' 0 9'-0' 38'-2" 2]'-0" 0" 27'-0" 14'-B' m L2 O O O i nLDV u o.»�� \� O. OPEN TO E V V - OPEN TO m ..':.:... BELOW m TOP OF 5W0 ELECT- I , ,BELOW; II I .....'- AT THIRD—L - -" TOP OF o I 'o ry eT T861O LEPEL •I '-ID B 7-B 10' 2]-0^ -10' ELaI .I •m O s i j i ELEVATOR LOBBY 1 W �TOP OP�SWB I" 1. - \-3'-6*A.F.F.SLOPED 6� 16'-0^ al ! LOW WAIL 78-2' Z]'_0. .-0 27._0. B".I 1'-4" 14'-B' N $PELOW II 'OPEN TO" BELOW i. .i RAMP UP - _ HB SLOPE=5.]52 BB -IF m : 14'-8' 3 PARKING SPACES 9'-0^-27'-0' '=O^ 3 PARKING SPACES O 9'-0'-27'-0" '=0; 9'-O" 3'-10' 3'-f" '�0' 27'-0' '.. 3 PARKING SPACES O 9'-0'-27'-0' '-0i 3 PARKING S ACES O 9'-0' 27'-0- 16'-0' a sII 0-- -- - ---- --------- ---- ----- - -- ----- -------- ------------Q --° - --- --- ---- - - ----- --------- --- .-. ------ = -- -- -- —- - ---- ---— --- - ---� F s I. I I I L< OPEN TO (ao l z9 ze (� zs (24 v 2z j (� Ci s� Ciel, OPEN TO/' 1W- .BELOVIL j BELOW' Q x m (n0 Z •' STO. (q - Q<¢F m F • i I I I. i o " I a i • I I Lu FF 1'—B' d:;:-, 1'—e' 1'—B' I M� S'-3' '-0 5'-3" 5'-3 _p d^ 2]'-0' '=0 5'-3" 5'-3' S'-3" 5'-3^ 5'-3' — S'-3^ 5'-3'6 IOt i 28•_0• 29.-0" j 18•_2^ 29'-0".' - 29'-0" 29'-0" I I 198._8^ I CC i � 00 II I SE I O O 1 10 O O O l IP O O A 20 O O A b DATS NOTE: INTERIOR DOORS @ FRAMES SHALL BE HOLLOW METAL:STAIR, [NOTE: ALUMINUM ElO-ERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, - EMERGENCY GENERATOR.ELECTRICAL,MECHANICAL @ ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL h LANDSCAPE DRAWINGS 7.'IIIIt,I) LEVEL I'LpileT NOTE: FOR ALL LOCATIONS OF FlRE-RATED MACHINE ROOM DOORS SHALL BE B'-IASEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DAOE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ WALLS,flEFER TO SHEET A-30 OTHER INTERIOR DOORS dt FRAMES SHALL BE'C'-LABEL FlRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK 6:BIDDING(TYPICAL). - SCALE:1/8-l'-0" E1-6 _ O O O O F D B '-11183E4-P\4''1-Lh'-8-ee\'-�B-.'-.'�'°N\-T•V(T R(�A T-. 1'---O 8 -\\-"------.-'.-B;1'-5_8:'".-_--3.-._"---._.I._-.'_-.B;1-'-6._'•-.----.5 1--BJ-•-6-O-'I i I j O I!j!!!I I�0 I i i I�-.g_-3---.•---..-----.-.1---B--S h-S--S Z t-- =---- •''!�'.,I�I O' i O j i j I I i li!I i j I I 4 4-•-/\\--/\--,'1/14,41t_4•e4_'B-00'g-_-0•p �--\-\--/•"^!!O� j I • 1I!I p. h I -----A-D-e--.M-_a t- e 1 —i �Q a W f��A sW W® E RN a w.— Q P n N.[[1�B. SUMITAL #1 07.78.2006 S ER .B UIL#2 08.8.E006 _O.. 16._8. 29.-0. P9'-C• 18'-2" 29'-0• 29'-0" 29'_0" 16•_8• 1-0 li-c 14'-B' a"5-3' '-B 5'-3 -B5'-3- -a"14'-l" 5-3'1'-8 2 5-3' 5'3' 2]'-0'Lq 5-3• I-B' S'-"a S-! -------- ........ AIR 10 +10 ,yo O C) O O O O �> p I, -........ _-- -0 14'B -0' 3 PARKING SPA S O 9'-0' 27'-0' 3 PARKING SPACES O 9'-0" 27'-0' 18'-0 Ji, OPEN AP UP TO FIFTH LEVEL RMP UP PEN T' SLOPE-6.39R 0\ D M A-1t 16'-0' 27'-0' 3 PARKING SPACES O 27'-0' a' 2 - ' 2]'-0" 14'-B" TLANE - - - - -- -- - --- -- _ _------ �� OPEN E OPEN TO OW ELECT BELOW ELEVATOR LOBB PLANTER .._ ---.----- , - -------- A.F.F.SLOPED LOW WALL 27-0' ]8'-2 21._0" L 27 a" 2-0 TOPEN OPEN T'g RA UP SLOPE-5.J59 . ! \ m ! LANTER\ /PAIER -4 '-D"=2J'°' '0' -0' 9'3 PARKING SPACE 9 3 KING SPACES O 9' - p ES O 9-0 -2]-0 -2'-0' ----__. .--.---- - © w 0 - — ------ - 0- 0 ) 1 J mo �-01 01. 0= STO C/)m----------------L TRELLIS PLANR TREWS& ; m PLANTER 5- J'B '-J. i q 51-8" 78 5'-3' S'-3 5'- 27'-0" 5 S S-3 29'-0" 29'-0' 29'-0 16'-8" 1'-0 e z TTT MA 2 3 O / . f DATIS NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, T®T_�� EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL&ELEVATOR SV CGI OR APPROVED EQUAL-ALL WITH.CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS FOURTH JI �� PI AN®� NOTE: FOR ALl LOCATIONS OF FIRE-RATED MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE W/EACH OTHER.ANY DISCREPANCIES i0 BE COORDINATED W/ I a WALLS,.REFER M SHEET IRE- 01eJ� OTHER INTERIOR DOORS k FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL. ARCHITECT PRIOR TO START OF WORK k BIDDING(TYPICAL). SCALE:1/8"=1'-0" ' NORTH 93mr=P E.R.P.B. SUBMITTAL#1 0'2.283006 O O O O O O O O O - E.RP.A . CC DO g8 - 9UDffiTTAL#E j A-ll 1-20 d-21 i - 09.88.5006 I I 198'-6" I I 1'-0" 16•_8• 28._0" ! 29'-0' ! 18•-2" 'I 29.-0. 29._0" 29'-0" I I I 1 i i i I I QQ I I I I I I I a i I I I I I f/1 2_0. 20• IC-8. •-0� t4._L. 8._}. 8._3. _ •8._3. __ 5._3. ._8" 5'-}• ;•_ 5•_3.6. .i 0• 5._J. ,._ 8._3. ._0. 21._0. .rQ •8._}. '_H" 5'-3" 1.-8. 5._3. ;._&. 5'-3-6 ._0'"6'5'-}• t'-B. 5'-3 14._4. ._0' 1L._8. ' I I I I I I I I HI , I i I w a - - o STAIR 1 ST o 2 !I Q 10- a 0' 16.-0' '+0 rA 07 0 1 - i 1� O-- - - -- - -------- -- - - - ----- - ---- -- r€ -- -- --- - - --- - --- ------ - - -- -- ---- - ---- -- ------- -- --- - '� is <'�:. �. _ Q 00 14-8 9'-0' IB-0 '-FD J PARKING SPA,,S O 9-0'=27'-0' '10 9'-0' 7'-2' 7--9• 4•-10" 5' 10' 4-10' ]'-9' 3 PARING SPACES O 9'-0'=27'-0' '=0 18'-0" 9'-0' OQ 'OPEN TO BELOW !RAMP UP TO SIXTH LEVEL ! RAMP UP ! 'OPEN BELOW SLOPE-6.39%. ; :�I _ O .I M j 4 q A 1 j i AA i AA at 1B'-0' 27'-0' '-0' 3 PARING SPACES O 2]'-0' ' 0 9'-0' 38'-2" 27'-0• '.0 27'-0' 14'-B' M PLANER PLANER Fti -------------------_ J; . _-._.._.__ -_._-_. _._ ___ _._.- ._._._ _.-._-_ _.__._.___.___ ._ _._.__ ____._ _-__._._. _. ,2) � ------0 �� E ' I OPEN TO : V EL V OPEN TO,/ �s7 BELOW ; �: � \ j BELOW, za ELEOT - TOP OF 9LAB I RM. `m fiP OP 97AB :I •� O m AT FIFTH LEVEL •.>:.. AT B ] 8 10' 27'-0' 10 EL+� E4+56'-a" ! I ELEVATOR LO BB j : PUNTER I h TOP OP SLAB I I � PLANTER �P') I. Lu Lul \-3'-6'A.F.F.SLOPED j 16'-0' 6� 27._0. LOW WALL 78._2. I 2Y_0• .IOr 27._0. B 1-t' 16'-6• 2-0• N 'OPEN TO ! - OPEN TO $ELOVJ T I _ ! RAMP UP BH SLOPE=5.]52 I HH i j PLANTER', /PUNIER OYP) Iii OYPJ 1-4 8• i 14'-8' 0�-4•, " 3 PARKING SPACES 9'-0'-27'-0' '�0. 3 PARING SPACES O 9'-0'-27'-0' 'i0• 9'-0' 3'-10• 1'-4' ]'-9" 4'-10' S' 10' a'-10' 7--9' I }PARKING SPACES O 9'-0'=2T-0- '=0' 3 PARKING 5 CES O 9'-0'a 27-0' ''8• 16'-0' Y �� o U O O 8 O O O r) O O 0) 2D 28 27 6 25 23 22 20 9 B STO Q a co rt•i I. d y —TRELLIS& o ® ® ® ® ® ® TREULS m m PLANTER m PLANTER _ ! I m• 1'-8' 1•-B' 1 8 6' 1'-8' 1'-8' Y-8' 1'-8' ,•_ 1•-B" 1`e•6 ! ®@ =0 14'-8' 0 5'-3" 5'-3' S'-J' 3-J' S'-3" 5'-J" 5'-3' S'-3' L '-0 5'-3' 1'- 5'-3 0 2]' 3'-3' S'-3' 5'-J' M• 5'-3' 3'- 5'-3• 5'-3' 0 l l'-8" '=0 1'-0" 16'-8" ! 29•_0• 29.-0' 18•_4• 29'-0' 29._0• 29•_0" 16._8• 1'-0 - j I ! CC I �I DD I I S8 I ® T� NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOE CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, Fl��ap ��q PLAN ouum EMERGENCY GENERATOR,ELECTRICAL.MECHANICAL&ELEVATOR B7 CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL.CIVIL&LANDSCAPE DRAWINGS j JCS L e.."1 I®J MACHINE ROOM DOORS SHALL BE'B'-LIBEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-MADE 1Y/EACH OTHER.ANY DISCREPANCIES i0 BE COORDINATED W/ NOTE: FOR ALL LOCATIONS OF FlRE-RATED OTHER INTERIOR DOORS&FRAMES SHALL BE�C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). WALLS,REFER TO SHEET A-30 SCALE:1/$^=1'-0^ ++. NORTH >$Mp Epp - - SUBMITTAL#1 09.38.2005 O O O O O O O O O ERP.A - CC - 00 - BE BUHMITTAL#2 1-19 - 1-ZO - A-Ill I 198'-6^ I 16'-8" I 29'-0" 29'-0' 18'-2" j 29'-0" - 29'-0" I !, I I � I O I I _ III Vl 2'_0' =0i 16.-e" •11-0' 14'-t' S'-3"1'-B" 5'-3'6%?' 5'-3' '-8i 5'-3• '-B- 5'-3" 1'-8" 5'_J• •_0� 5'-3• 1' S'-J' '=0" 2]'_0• •-0-6"5'-3' S'-3' 1'-6' S'-J" '-&' S'-J'6^ 0"'65'-3' '-8" 5'- 14'-4' - it•_6^ •�0 IIC�II f i - STAfR 2 0 1'- 10• i 10" 10' q Ili I.:. - i i 1 •f. . � Fr+4 a1 42 3 4 5 6 ] 8 9 10 I t ! II I ( 0 � _.. O J C) _. I I � _ I I: Y m 3 PARKING SPACES O 9'-0'=2]'-0' t0 9'-0' ] 2" 7'9' 4-I0' S' 10" 4'-10' 7'-9 3 PARKING SPACES O 9'-0'=2]'-0' !0' 18'-0' 9-0' 6 14'-8' 2'-0° 00 ,I r`•� 40 RAMP UP FROM FIFTH LEVEL ka I •I i SLOPE-6.398 �3'-6"A.F.F. _ n LOW WALL 1-17 l-IT 39) B' 27'-0" B" 1_4. 3 PARKING SPACES O 9'-0' 27'-0' ,10• 9'-0• 38•_2• 27'-0' D" 27'-0" B� "'• 14'-B" 2-0' m W IT ..._-_.__ Em ._.__.._ _.__._ L G 15 i I is ._..._...__...-_.17 .{. . O 3a ELEV. V I ELEV so) ELECT '..:: "j TOP OF SUB TOP OF'SUB •1 - ti AT QTH LEVEL �3'-6"A.F.F. e e 10" 27-0'mm 0 � ►AT SIXTH EPEL &Ut LOW WALL ELEVATOR LOBBY ! ti TOP OF SUB F7�1 EL4 \id l f�l CV \ L. I '—LOW A.F.F.SLOPED 21 ?-Oi ifi•-0. 8. 2J._0" LOW WALL 1 27._0. .i0 2]._0. B" _4' 14•_8^ 2-0" TI TI aq 36� III 1 RAMP UP ^ BH j N SLOPE-5.75% I I I I LINE OF BUILDING ABOVE LINE OF BUILDING ABOVE 14'-8' 3 PARKING SPACES 9'-0' 27'-0" '-'0" 3 PARKING SPACES O 9'-0'=2]'-0' '=,0' 16'-2" 7'-9" 4'-10" 5' 10' t'-10' 7'-9' 3 PARKING SPACES O 9'-0'm 2]'-D" '-'0" 3 PARKING Si ES O 9'-0"=27-0' 16'-0' a o m - --- -- ---- --= - -- -- ---- - - -< - - -- -- --- - y 31 0 S. I?5) ��z m f — g 1 % \\\ \\\\ 1 \ \ � \\m 1 m a Q S \\ \ _— / - —_ 1 \\ _T J SIR EIOWIS ... m .-.. ..i.R m .. .. ... BELOWS .-. ....... d Si IR I m 78'-2" 27'-0' 60'—D• I I 1'-0" 16'-8" 29'-O' 29'-0' 18'-2" 29'-0' - 29'-0" 29'-0' 16'-B" 1'-0 198'-6" / CC 1 u0 HH } O O A-10 O O r19 O O A ZO O O Y% \OJ/ OF ®ATE NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, [NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED IN SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE. STRUCTURAL, 5�T� LE r EL PLCT.L� EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CIFAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS NOTE: FOR ALL LOCATIONS OF FIRE-RATED m.i•.Lmi MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MLAMI-DAOE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ WALLS,REFER TO SHEET IRE OTHER INT ERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). SCALE:1/8"=1'-0" ,� NORTH gp.g�lET A-9 . SVBDSiTTAL pl - O O O O O O O O O 02.28.2006 EA.P.A - CC DD BB SO B ALV2 A-t9 1-20 1-et 03.88.2006 i 198•-6• - I j 1'-0" 16._8, 29.-0" 18•-2' 29•_0- 29'-0' ! 29•-0' - i I j j i i i ! . i ! j i I -►a j 1 I . 0' ]•-4' ]'-4' ,'-0" 15'-3" 6'-3' 5'-6' '-0' 5'-6` 6'-3' 3'_6• 6'-3" 5'-6' •y0• B'-1' 4 8'-1' ,-0' 27•-0' 5'-6' 6'-3' 3'-6-, 6'-3' S'-6- •10• 5'-6" 6'-3' 15'-3' •10• 7-L- _._._ _.. ._.._..._.............. .i . q � I _.._.. ..--_-- ____ - -- -- - __ � -- - 9 .......... _.-- -- ____.—._ m STAIR 1 STAIR 2 �. !! - rn T. q q -- j . q 0. O O m i 00 [y OPEN OF CE PLAN TOP OF SL1B SIXTB PIAOR i au I i u a-u I �sxI XI. (� 6•_1 1 3'-9. 6.-L. 3'-9• 12•-6• i+ ELEC. RM •' ST. WOMEN O €.. n I. m III mi - 6 '.j 1•_4• 68'-0" li OPEN 0 CE PLAN MP OP S1AB SIXTH P1DOR � i I I nn 88 ! a ... o s: =. � j °z •' '=0 7'-4' ]'-4' 0 5'-6" 6'-3' 3'-8' 6'-3' S'-6' '-0 5'-6' 6'-3' 3'-8' 6'-J' S'-6' '?0 8'-1' B'-1" S'-9' 4'-10' S'-0' 4'-10' 6'-9" 'i0 5'-6' 6'-3' 3'-6' 8'-J' S'-8' '+OT 5'-fi' fi'-3' J'-6" 6'-3" 5'-6' ]'-4" ]'-4' '=0 •' (n LLf o •I j SIXTH LEVEL PARKING BELOW SIXTH LEVEL PARKING BELOW I Ac�1•_0° 16'-8. 29,_0" ! 29'-0" 18._2, 29,_0. 29,_0. 29'-D" 18-8 ! CC i DD 8R VVV O O A-10 O O O O OATS NOTE: INTERIOR DOORS k FRAMES SHALL RE HOLLOW METAL:STAIR, NOTE: 'ALUMINUM EXTERIOR STOREFRONT AND Fl%ED WINDOWS SHALL BE 7ARCH;lTECT CONCTOR TO COORDINATE ALL ARCHRECTDflE,STRUCTURAL, �� ®®� PLAN" EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL h ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECAL, PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS 1i�'a,�Iv NOTE: FOR ALL LOCATION 5 OF FlRE-RATED MACHINE ROOM DOORS SHALL BE'B•-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DAD W/ OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ WALLS,REFER TO SHEET A-30 OTHER INTERIOR DOORS @ FRAMES SHALL BE•C•-LABEL FlRE-RATED. COUNTY PRODUCT APPROVAL PRIOR TO START OF WORK k BIDDING(TYPICAL). SCALE:I 18^=1'-0" . sun AL All O O O O O O O O O 02.2&2006 E.QP.Q oC - j DD ES 9UHR611TAL 92 0 6-19 - I-89 L-0l - 8.2&4006 1-o" 16-6" 29'-0" 29'-0" - ` 18'-2" 29'-0" 29'-0" I 29'-0" 16'-8' 1'-0* 1 i II I I i 1 II I I I I I I I I j a GL ji III TA 7'-6' -0' 7'-0 -1' '0• 2]'-0'5 •i '10: 5'-6' 6'-3" 3'-6- W-3' 5'-6' 'i0' 5'-6" 6'-3' 15'-3' '?0, 7'-0' '-pi 1'-8" 0 - I :m m - A ,.i_'-7--0-_"B.'1 6 1'6-0•_:,:8_•8—. °o O i 1 I j i I i i i I I I I 53•_2• - � j i��j j'!I I �37'--99.E'�-:LE1V9.8 4'-•T8'EI-TETED6OLL-ODLL1P P'aP aP 0a a�89.]000 O69 9F F'F''----SSC1S6tLT0'WA0'd"E' EL m 7_9(./gi i I i Ii i D I!i'I�I i i j i Q•-4'- ,i' - — S--T-. _A---I R 2 5•-0- 4._10" OPEN O CE PLAN I m] - I i I ij I i I I !I'.I I j i I �f --d B-M -H 1 1 O - .oN m,a~Q O Q U O Z.~M Z 6of'S SEmall FLOOR 81GNTB MDR B 1-4- 311_0. 6•-0' 5•-8• t-5'MEN 6'-4 X_9 12'-6' a K O o. m �`No as r 1 e ti av U r9O��Dm a q wonv---'- - -- --_.._._._ _----- - -- V-4 8' ]]'-6' 60'-0' 33'-0' N OPEN 0 E PLAN SEWWH FLOUR "''FIR d-9 I U 2 -0 -9" 4'-10' S'- 0' S'-9'S ' !0 S-6'] ' ' 5 SIXTH LEVEL PARKING BELOW SIXTH'LEVEL PARKING BELOW GFA 29•-0" 29•_0•28•_0• 29'-0' 18•_2• 29'-0' t-04 O O O O ®ATE STAIR ELEC.RM. � � NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR. NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL. y �j EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL&ELEVATOR BY COI OR APPROVED EQUAL-ALL WRH CLEAR IMPACT GLAZING, MECHANICAL•PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS SF�Li'��'� �'+,,IGIITII FLOOR PLAN ovume MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DARE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ a.i NOTE: FOR ALL LOCATIONS OF FIRE-RATED OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). WALLS.REFER TO SHEET A-30 SCALE:1/&'V-0" .,� NORTH . - SUBDHTTAL#1 09.28.2006 E.R.P.B. CC ' j OD 88 9UIIeIITTAL#E j A-IB � I 1-m A-21 i 03.E&2006 - •r'1'-0 16-8" 29'-O' ! - 29'-0' '! 10'-2' 29-0' 29'-0' ! 29'-0" ! 16'-8" 1-0 I I I I I i QQ I I I I I I I 0 I GTi I i I 1 I i I ! 16'-8' - 9'-8' i 67'-2' T]'0' 49'-0' 9'-8' vL _ o ----- ~ -- SCUPPER OVERFLOW SiI I OVERFLOW SCUPP OVERFLOW SCUPPER OVERFLOWI SCUPPER p •I - R o. STAB21 V R..D. \ STAIR 2 j O 4 A 111 OF PARAPET GALL TYPICAL CRICKET I I I I I I E 95.-T.. a i I j r11 0000 �t w 90•-10• 31'-D• - i 72'-9• - .. 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MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE'DRAWINGS SCALE: W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED V!/ NOHTH ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). A-12 E.E,P.S. SUBMITTAL#1 02.28.2006 O O O O O O O O O 3.28.20 SUBMITTAL#2 03.283006 OEL+O9F 9'CC_DBN C.SLAB 'I — — — — — _ _ — — — — — O _ — — — — — _ ,I - TAT OOO P P AT SR TO0 AO IR F ROOF AT STAIR ROOF ETL EL 91'-2 . SUB 14-41_4 14-41-4 14-4144 Ld 44 TOP a OF NC,SUB AT ROOF ..... .... ... .......... LLF��a O III r 3 s I H F EL+79'-10• - - x TOPOF CDNC.SUB _ ..... ................... ...-......-.. .............................................. -......... '. T SU E.1 ATEIGHTH FLOOR q ..... y--�.................yam`.........•. .. ..................•... ..............•...y--,`....•... ..... ....-..-........... ..............._ ..........M .........-- ...........�.-�.......... .................� ....-...........-�"_"e�....•.. ..... 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TOP OF CONK.SLAB -------------------------- O c fi 4 AT BASEMENT LEVEL - _ _--------------------------- Lu� TOP OF CONIC.SLAB AT BASEMENT LEVEL Q S Zj m U) $ �� E Q<Q 25 FIMS (&COLOR LEGEND EAST ELEVATION (REAR) m i QS TYPICAL STUCCO COLUMN FINISH: PAINT-BENJAMIN MOORE HC-39 PUTNUM IVORY SCALE:1/8--V-0" a ® TYPICAL PRE-CAST CONCRETE TRIM,CORNICE,AND DENTIL FINISH: PAINT-BENJAMIN MOORE HC-39 PUTNUM IVORY NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL. 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Mm EL+44'-4' OPEN OPEN OPEN OPEN TOP OF CONC.SLAB AT SIM LEVEL '4 ............................................... t'I�"cT 4- ................ ................................................ TOP OF GONC.SLAB OPEN OPEN OP OPEN SLAB 12 -------•-........_...................... AT FIFTH LEVEL.... !Aw� .................... OPEN OPEN OPEN OPEN AT FOURTH LEVEL OBEYOND Oa BEYOND BEYOND O4 BEYOND ............... TOP OF CONC.SLAB AT THIRD LEVEL 3 OPEN OPEN OPEN OPEN — — — — — — — — — — — - — — — — — — — TOP±�l 1' 0 6 P OF QNC.SLAB AT SECOND LEVEL ARCADE CROSS I THRU ................................................10 E:L --------------------- 6P OF SLAB -------------- ------------------ AT GROUND LEVEL -------------------------------- ------------------------j (EL 113'-9"N.G.V.D.) iEOP U 3'-0' OF 654C.Sl� W AT BASEMENT LEVEL 0 ro u FINISH&COLOR LEGEND SOUTH ELEVATION ca--I OS TYPICAL STUCCO COLUMN FINISH: PAINT-BENJAMIN MOORE HC-39 PUTNUM IVORY SCALE:118'--V-Wl a. TYPICAL PRE-CAST CONCRETE TRIM,CORNICE,AND DENTIL FINISH: PAINT-BENJAMIN MOORE MC-39 PUTNUM IVORY NOTE. CONTRACTOR TO COORDINATE ALL ARCHITECTURE.STRUCTURAL, TYPICAL STUCCO WALL FINISH: PANT-BENJAMIN MOORE HC-58 JUMEL PEACHTONE MECKANICAI•PLUMBING AND ELECTRICAL.CML&LANDSCAPE DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ A ARCHITECT PRIOR TO START OF WORK&13100ING(TYPICAL). O TYPICAL STUCCO WALL FINISH: PANT-BENJAMIN MOORE HC-44 LENOX TAN TYPICAL STUCCO WALL FINISH: PANT-BENJAMIN MOORE HC-51 AUDUBON RUSSET O TYPICAL ALUMINUM METAL RAILING&GRILLE PANEL AT WINDOWS: PANT-BENJAMIN MOORE HC-128 CLEARSPRING GREEN O TYPICAL ALUMINUM FIXED WINDOWS&DOORS: WITH CLEAR IMPACT GLAZING. PAINT-BENJAMIN MOORE HC-128 CLEARSPRING GREEN OB TYPICAL PREMANUFACTURED 6/TL LOUVERS:PANT-BENJAMIN MOORE HC-128 CLEARSPRING GREEN —7 Qj) TYPICAL STUCCO WALL FINISH: PANT-BENJAMIN MOORE HC-39 PUTNUM IVORY NEW OFFICE BUIE13INC FOR JEFFREY J. WEISS 7211 S.W.62nd AVE. SOUTH MIAMI,FLORIDA (305) 448-9989 INDEX OF DRAWINGS ARCHITECTURAL COV INDEX OF DRAWINGS AND CONEHLTANTS ___._.__...._.._.._.._.___________._________._..__, ____.__.___._.___ LITTON mAx ANDNOIFA - 1 w ESISTINaRUHVEY,DEMO .r E NA N A EASEMENT LEVEL PLAN AND NOTES A4 OHOUND LEVEL CLAN AND NOTFA 11 11 1111 [111 111[ 111111 11 111111111111 11111111 111IT111 11111HI 11111111 iiiiiii[ iiiiiiiiiiiiil [T7T7:1111 1111 Aa SECOND LEVEL PLAN ANDNOTFB AE TBIBD LEVEL PLAN AND NOIT9 A] BODBTH LEVPJ.PLAN AND NOP® .... /�.. .... . SlXrIILLEEVEL� ND°ES / _ —_ — BTlTR L AND E[] .,._ A10 SIRTD FIAlOH PLAN AND NtYlT11 A.11 SEVENTH&E[GATR PLOOH PLANANDNOIFN A2 ROOF PLAN AND NOTES f SI a An EXTEBIORBUnAINGELEVATTONANDNOIPA A34 EXrsaloa RIIVnINC ELEVnTTONArm xoTRs A18 EXTERIOa D➢nAINGELEVATIONAMINOM .•' •.1 ,f ` w.lx BDINSECTTONAA• AA1iB B BUILD OSEMONIDIP R 'm nING or,ml mT. BUILDINGSECTION9 aUn.DINGSECTTON' ASt TYPICAL EXI!EBIOHWALLSEMONSA•&•R• Mtn A.22 TF "LXXTRRIORWAI.T.ARMONR ffj ` RTATa SBCTTON9 Lie tlTAINel DEMON B'GffiII18EMON A.87 ATATRC2RXMON STAII&VISEMON OPLANl ELEVATTONB(SIETOEWNT FLOORS)U1 w LU 01 Lj AAB TOILET ROOM PLAN&ELEVATIONS(GROUND FLOORMETA1L) "I TYPICAL WALL DST'ADA a NOTES ' Aa9 TYFCAL HOOP➢RTAlI11 e1B0rt9 STRUCTURAL &i POVNDAT ION&BASEMENT PLOOB FHAGQNa PLAN , _ &f RAOUMI FI.MIR FRAMING MAN ' R2 AECOND FLOOR FRAMING MAN �) (`) �y) C) l� (�) :; ` ` 0 O (�) (�) SA Ta1SD aPOUBTD FLOOR FINB@IG PLAN Firm 1AIOB9.4 "Re"o"O AA BCRMULE ETR &SID-1 PLAN S.7 ROOF NA Re RETNPO%CING DETAILS k SECTTONS � %DETAnn An 9a9FfTIONR .,..A- 'M�,., s• ..,dY-0. ...... ....... ....... .d.....:. �. ,1 �. 1 (1 1 1 _- `f Rte NOTFA R.R N&OMIT. M �1' MECHANICAL :x's„ry x i :-,rvr# kz� 1 1. l 1 1 _]. e.t ,.,, ,Ai, M,E GROUDFLOOFI.-MP.CNAAfCALMAN _ _ Ms caoDNO moos-MECatnTC.v.Plncr fk. M: 1 TT. .�•. T'i Itl•YCV r.-,px�-. r;•:.r: _ -1'� i Ir ��1j �., _ ..�,a� .ul .a.„•4'1 kl jam'. '`i lr, - M.T AIR TRaU�aATRiGA��HAPN GI.MAN 0 r 'Y)r'^t °'i( �� Ma aoDP-etscanxlrAl.rLw r k, me SCREDULES,DETAIIA&RECTTONS M.1e NCAPODfAli,ORTARA kHP.I'nONN /1 M.11 9 CBIDIIL138,DETAIIH&BBCIIONB ;f,f M.1f tlC®UI]P.ORTADN ktlE1.110Nd ,/ �.f +,' •�I t f M.IA DETATIA l NOTPA PLUMBING - P.1 DABEMENT LEVEL-mUM➢ING PLDf P.i aAOUND F.IIOR-F.[IMARiG MAN Pi AF.COt818FAM-PLUDIMATNIi FAN PA TBIHD FLOOR-PL➢MHLVO FAN Pa FOUBTAm.00R-PLUMBINGFLAN > Pa PIYI'H FLOOB-mDMBINCPLAN ::. ;.. .. "...:: ... .. v.7 BIY T86IIIICHT m008-mlfAfINNC PLAN :.. ,:. . .. ....::. ......,. �:<....... :.:::..:. ... :..�� :.::.:..: Pa H008 m088/➢INOPLAN FIRE PROTECTION YPA GROG DFLOO -FIRE RO'FECCTDINPN FPA SECOND muoH-mSE PHOTECTTON FAN rrA eecoxDmmn-FISE PaoxecrloNPWN S T R E E T E L E V A T I O N ",i TRIED FLOOD-FIRS PROTELTION PLAN . - FPA FOURT'HPLOOa-FIRE PROTECTTM PLAN "A PIF1'H FIAOH-FIBS PBOI'ECTION PLAN m'.T SII TRHII EIaAT PI.00B-mn%PROTECTIONFLAN PPa HOOF-FIBS PROT TIONPLAN - - Fra nxTAnN a NnrFN ELECTRICAL P.1 AA.9R8(RNT IRVI!f.-RI.ECTRICAf.MAN - -- - as caoDxD Ftooa-EIBCPBICALPIAN - Ew Tffiso moos-ELECr%IC.v.PLAN EA POIIHTH mAlOH-6LSCITLLCAL PLAN Ea PDR9 FI.00H-BLECTBICAL PLAN E.7 N1 TARII FfORT FAOA-FIDIRRICAI.MAN F.A H6OP-ELECTBICALI'L1N ED EI.£O RICA—TIT''DULESaNOIWN ft.10 Ef.?,I, TCALSCHF.nN.FA tN(YIFN 8.11 m.ECFRICALSC®iD.%SaNOCPA X.12 E1.ECTRIVALDEI'ARAaNfri'R9 E.18 ELEOTBICALSCREDUI.ES,DETAIIAlNOTFA CONSULTANTS DATES&REVISIONS CPANING,GHADING&DHAINAaEP,AN C.2 PAVING&DRAINIAOE DETARAPLIN CJ UMITVPIAN LANDSCAPING PERMIT&BID SET � IANDtlCAPRBITEPAN �J STRUCTURAL ELECTRICAL/MECHANICAI✓PLUMBING CIVIL LANDSCAPE Lt IRRIC.ATTONHMMAN v ZVONDUR T.BELFRANIN,P.E. GUERRERO/GONZAI.EZ ZAMORA&ASSOCIATES,INC. GEOMANTIC DESIGNS,INC. AND E.R.P.B.SUBMITTAL PM#3374 STEIICTURALENCL�IEER ENGINEERING,INC. Jerry.gi—e,P.E. ROBERT PARSLEY,A.9.LA. - �FiVIS�O'B� PJB ASSOCIATES PA P.E.#89074 Michael C.Guerrero,P.E Cfvll EnAlneer 8800 S.W.81st 8treat 4888 S.W.74th Court Mechanical Suit-Lic.018298 EE#0008791 Miami,F72rlda 88148 Miami,Florida 88188 Rn&el L G—ale2,P.E. PE#44207 T2L(808)88&9888 TeL(SOS)888-0288 Electrical Bag.AVe..#11087 Miand.North r da3317 Drive,Suite#302 E.R.P.B.SUBMITTAL ARCHITECT 4800 SW 73rd avenue,suite#107A MIamL 5)271-781 02-28-05 Miavli,Florida 38188 TeL(806)27&7801 - TeL(808)282-9944 2990 SW 35TH AVENUE MIAMI,FL. 33133 AA#0003085 (305) 448-0710 .. REVISED GENERAL NOTES LEGAL DESCRIPTION 9UBR.P.D. E.R.P.A .� 08.88.2D06 LOTS 8 THEO 11,BLOCK 1,-REVISED .,f "' .... ..7. 1. ALA DOCUMENTS A201.'"GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, 20. CONTINUED POINCIANA Ppgg^,ACCORDING T(I THE PLAT THEREOF,AS RECORDEDINPLAT LATEST EDITION, "SHALL GOVERN ALL WORK UNDER THIS CONTRACT AND SHALL APPLY f B. ALL ABOVE UTILITIES SHALL COMPLY WITH F.B.C.AND ALL APPLICABLE BODE 4I,AT PALE 41,OF THE PUBLIC TO ALL TRADES AND IS HEREBY INCORPORATED INTO THESE DOCUMENTS. I f p LOCAL CODES. RECOEDSOFMIAMI-DARECOUa11'Y, ��..�. ;-' m - 2. A ALL WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL CODES,THE LATEST FLORIDA. �"� ------ C. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES,OVERHEAD - EDITION OF THE FLORIDA BUILDING CODE(HEREIN ALSO REFERRED TO!S F.B.C.). AND UNDERGROUND,PRIOR TO CONSTRUCTION AND COORDINATE WITH 2.^,:t i "� AND UPDATED LOCAL ZONING ORDINANCES. - ARCHITECT/OWNER PRIOR TO START OF WORK. '` S. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ' '' AND NOTIFY THE ARCHITECT OF PJ1'DISCREPANCIES OR NEEDED INTERPRETATIONS D. ELECTRICAL POWER,TELEPHONE.WATER AND GAS SHALL BE RUN UNDERGROUND. 7p". tK ':�, 1.,. '�'TYF✓d,9 PRIOR TO COMMENCING CONSTRUCTION. ALL TO BE VERIFIED WITH ARCHITECT/OWNER. THE CONTRACTOR SHALL COORDINATE w : TIE-INS AND SERVICE WITH UTILITY COMPANIES PRIOR TO START OF WORK. "•",+7e' "" �.-..-v. C. IF AN EXISTING CONDITION OF THE PROJECT IS BEING BLOCKED BY THE NEW LOCATION MAP cN.TSJ "' "•"""'""` - °"°""'° ' x�' L '� '°'s. " °wF °'fig V T., - CONSTRUCTION AND IT IS NOT SHOWN ON THE DRAWINGS.CONTRACTOR TO 21. ALL PREMANUFACTURED ITEMS SUCH AS RAILINGS,SKYLIGHTS,EXTERIOR WINDOWS AND ® A3"??I f �{H:''n l�' , w� 'F��:,- "^^^•° RECEIVE APPROVAL FROM THE ARCHITECT TO PROCEED W/CONSTRUCTION PRIOR DOORS,BUT NOT LIMITED TO THESE.SHALL BE UNDER A SEPARATE PERMIT. GENERAL 1 L3i.;Y,_ 3,S F„f ><�.. -E i"t.t 4 f �R� Y S\ �'6 a.E_•4, Q TO THE START OF CONSTRUCTION. CONTRACTORS,AND ANY SUBCONTRACTOR PROVIDING THE ABOVE ITEMS SHALL PROVIDE SIGNED AND SEALED CALCULATIONS AND SHOP DRAWINGS. ALL SUBMISSIONS SHALL BE 7 y4 'T •"7^' Y' 3. OMISSIONS FROM DRAWINGS AND/OR MISDESCRPTION OF DETAILS OF WORK WHICH ARE ACCORDING TO N.F.PA 101 AND LATEST F.B.C.FOR A/E APPROVAL PRIOR TO 1 .\ \'I.\ MANIFESTLY NECESSARY TO CARRY OUT INTENT OF DRAWINGS OR ARE CUSTOMARILY FABRICATION-AND ORDERING. ALL MANUFACTURED ITEMS SHALL SHALL MEET HIGH 8 PERFORMED SHALL NOT RELIEVE CONTRACTOR FROM PERFORMING SUCH OMITTED OR VELOCITY HURRICAN ZONE(HVHZ)PRIOR TO ORDERING AND WORK,TYPICAL N 4 \. - 1 \ ♦ .A'- r '� Y� MISDESCRIBED DETAILS OR WORK•BUT SHALL BE PERFORMED AS IF FULLY AND THROUGHOUT PROJECT. A,q.nd et I ! ) \ \( > Z•s -S�tp \ .'k A (. ,.,� �S CORRECTLY SET FORTH AND DESCRIBED IN DRAWINGS USING MOST APPROPRIATE `. METHOO,WITH FINAL APPROVAL ISSUED BY ARCHITECT TO ALLEVIATE CONFLICTS OF 22. TYPICAL THROUGHOUT PROTECT: WHERE SLOPE IS INDICATED WITH AN ARROW, SCHEDUUNG,DRAWINGS,DETAILS,AND/OR SPECIFICATIONS&CONSTRUCTION COSTS. CONTRACTOR TO PROVIDE 1/4'PER FT.MIN.SLOPE OR AS NOTED. 4. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY 23. ALA DOCUMENTS A201. "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, I 9 ��'/I t , \ \ \ `I\ jA : �< ,y MECHANICS SKILLED IN THEIR RESPECTIVE TRADES LATEST EDITION,"SHALL GOVERN ALL WORK UNDER THIS CONTRACT AND SHALL APPLY \� TO ALL TRADES AND IS HEREBY INCORPORATED INTO THESE DOCUMENTS. 3 g S. CONTRACTOR SHALL BE RESPONSIBLE FOR QUALITY AND PERFORMANCE OF ALL MATERIALS,APPLIANCES,AND WORK. ALL MATERIPLS,EQUIPMENT,AND SYSTEMS SHELL 24,ALL WINDOWS AND DOORS TO HAVE MIAMI-DADE COUNTY APPROVAL WITH IMPACT CLEAR 8E INSTALLED IN STRICT ACCORDANCE WITH PPPLCABLE STANDARDS AND GLAZING. - @ r (1�f;, MANUFACTURERS WRITTEN SPECIFICATIONS,INSTRUCTIONS,AND RECOMMENDATIONS. ¢ ti. FY't k "vil f` F 2 25.THE PLANS AND SPECIFICATIONS ARE NOT INTENDED TO DEPICT EACH AND EVERY DETAIL y �>`•0) �l o u"" ¢. e Y S. THESE PLANS MAY BE USED ONLY UNDER SUCH CONDITIONS IN WHICH ALL APPLICABLE AS THE PARTY IN THE FIELD,THE CONTRACTOR IS IN THE BEST POSITION TO VERIFY THAT QD L17 ,¢i: to SAFETY LAWS.RULES.AND REGULATIONS ARE THE SOLE RESPONSIBIUTY OF THE ALL CONDITIONS ARE COMPLETED TO PROVIDE A WATERTIGHT STRUCTURE. THE CONTRACTOR. 0 CONTRACTOR. SHALL DO SO. 7. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 26. DEMOLITION NOTES: B. CONTRACTOR IS RESPONSIBLE THAT EASEMENTS AND SETBACKS ARE NOT ENCROACHED. - A. CONTRACTOR TO COORDINATE WITH OWNER REGARDING ANY SALVAGEABLE ITEMS PRIOR TO DEMOLITION. ANY ITEMS INDICATED THAT ARE OF y r 9. COORDINATE ARCHITECTURAL DRAWINGS WITH STRUCTURAL E BROUGHT ELECTRICAL SALVAGEABLE CONDITION ARE TO BE BROUGHT TO THE OWNERS 4 J 4 AND PLUMBING DRAWINGS. ANY DISCREPANCIES ARE TO BE BROUGHT TO ARCHITECYS ATTENTION SO THAT THEY MAY BE RELOCATED PER THEIR DIRECTION. L i ,"• -> at +<.> ATTENTION FOR CLARIFICATION PRIOR TO BIDDING AND WORK. B. ALL EXISTING EQUIPMENT AFFECTED BY NEW CONSTRUCTION SHALL BE 10. TYPICAL-ALL WINDOWS AND DOORS TO BE IN ACCORDANCE TO THAT SPECIFIED IN THE REMOVED/RELOCATED. VERIFY LOCATION WITH OWNER. :.a '."e"-•?J ? txua,, r.{ �µ�µ~�\:P9L 7� C3 ^ DRAWINGS AND APPLICABLE ITEMS OF CHAPTER 24 OF THE FLORIDA BUILDING CODE. C. CONTRACTOR SHALL FURNISH ALL LABOR.MATERIALS.AND EQUIPMENT TO PIZ DISCONNECT,DISMANTLE.REMOVE,AND SALVAGE IN THE DISPOSITION OF 11.PROVIDE ALL SITE CLEARING.EXCAVATING TO REQUIRED GRADES AND LINES,BACKFlLL, GRADING FILL,COMPACTION AND DEWATERING AS REQUIRED TO EXECUTE THE WORK.ALL DEMOLITION INDICTED IN THIS PLAN. FBI FILL UNDER SLABS SHALL BE COMPACTED FINE SAND FILL SET IN 6"LAYERS 70 957. D. HOLES OR OTHER DAMAGE LEFT BY CONTRACTOR SHALL BE REPAIRED BY O 00 DENSITY ASTM 1157. PRESERVE ALL EXISTING TREES AND SHRUBS UNLESS OTHERWISE - CONTRACTOR AT HIS OWN EXPENSE. SPECIFIED BY LANDSCAPE ARCHITECT/OWNER. E. UPON COMPLETION OF DEMOLITION THE ENTIRE AREA SHALL BE CLEANED 12. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND LEAVE THE SITE GRADED OF ALL DEBRIS AND PREPARED FOR NEW CONSTRUCTION. - T -` AS INDICATED ON THE SITE PLAN OR AS SPECIFIED BY ARCHITECT/OWNER. F. EXISTING CONDITION NOT SHOWN ON THIS PLAN SHALL BE REVIEWED 13.FINISH GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AND PROPERTY LINES. WITH THE ARCHITECT/OWNER PRIOR TO REMOVAL AND WORK. .. j, G. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES co 14.FlREBLOCKINC:CONTRACTOR TO PROVIDE FIRE SLOPE PER SEC.705.3 @ 2705.1 OF AND SAFETY BARRIERS AS REQUIRED BY WORK INCLUDING DUST CONTROL F.B.C.TYPICAL THROUGHOUT RESIDENCE. MEASURES. 1^I 15, REFER TO ENGINEERING DRAWINGS FOR ALL ENGINEERING INFORMATION. H. CONTRACTOR SHALL PREPARE ALL EXISTING SURFACES AND CONDITIONS a AS NECESSARY TO RECEIVE ALL NEW WORK AND SHALL ALSO EXAMINE ' 16. ALL RAINWATER SHALL PERCOLATE IN THE GRASS AREA(GRASS)OR AS NOTED. ALL SHEETS.AND VERIFY ALL DIMENSIONS BASED ON EXISTING N 17. ALL WORK SHALL COMPLY WITH CHAPTER 10&36 OF FLORIDA BUILDING CODE AND CONDITIONS AND SHALL CONTACT ARCHITECT FOR CLARIFICATIONS OR INTERPRETATIONS AS NECESSARY FOR A COMPLETE JOB PRIOR TO WORK. - NFPA 101. TYPICAL THROUGHOUT THESE DOCUMENTS. - I. ALL EXISTING STRUCTURE&DRIVEWAYS TO BE COMPLETELY DEMOLISHED - " 18.ELEVATIONS SHOWN ON THE PLAN REFER TO NATIONAL GEODETIC VERTICAL DATUM UNLESS NOTED.SITE TO MAKE READY FOR NEW CONSTRUCTION. REFER (N.G.V.O.). TO SPECIFICATIONS FOR MORE INFORMATION. � 19. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER „ CONTRACTOR TO TAKE COMPLETE CAUTION AND CARE TO ALL EXISTING APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE J. UTILITIES(OVERHEAD AND UNDERGROUND.) TREATMENT TO NEW CONSTRUCTION--PLC NEW STRUCTURES SHALL COMPLY TO SECDNN - 1816 OF F.B.C. K. CONTRACTOR TO PROTECT AND PRESERVE ALL TREES PRIOR TO - 20. UTILITY NOTES DEMOLITION.VERIFY EXISTING LANDSCAPING W/ARCHITECT PRIOR TO ZONING INFORMATION �( CONTRACTOR DEMOLITION AND WORK. EXISTING ` O A OUTSIDE THE PROPERTY LINEVERIFY ENACT LOCATIONS OF THE FOLLOWING L. CONTRACTOR TO COORDINATE ALL ARCHITECTURAL,MECHANICAL, EXIS 1 ING SUIT.iJY ZONING: MU-5 CITY OF SOUTH MIAMI WEISS 1. ELECTRIC SERVICE STRUCTURAL ELECTRICAL AND PLUMBING DRAWINGS W/EACH OTHER. .T.O.D.O. 1� I 2. WATER MAIN ANY DISCREPANCIES TO BE COORDINATED W/ARCHITECT PRIOR TO START N.T.S. 5 �L 3. TELEPHONE - OF WORK. FLOOD ZONE: % LOT AREA: 25.011 S.F. NORTH A REQUIREMENTS ALLOWED PROVIDED ,7H GV 100 FT.FROM SIDEWALK 100 FT.FROM SIDEWALK BUILDING HEIGHT (WITH T.O.D.D.BONUSES BELOW) FRONT SETBACK 20'-0"ABOVE 4TH LEVEL 20'-0"ABOVE 4TH LEVEL BUILDING CLASSIFICATION REAR SETBACK * 20'-0" 20•-0• SIDE SETBACK 0'-0" 0'-0" MEANS OF EGRESS: FIRE EXTINGUISHER CALCULATIONS OCCUPANCY=MIXED - * FOR THOSE PROPERTIES THAT BACK UP TO PUBLIC OPEN SPACE OR EASEMENT, BUSINESS GROUP B CLASS"A'FIRE EXTINGUISHERS MUST BE PROVIDED BUILDINGS MAY BE BUILT IN REAR TO WITHIN 5.OF THE REAR PROPERTY OR � MERCANTILE GROUP M OCCUPANCY.LOAD PER FLOOR AT 1 EXT./11.250 SF RATIO. EASEMENT LINE. ❑ SPECIAL STORAGE AUTOMOBILE PARKING GARAGE (FBC 1004.2.) 1 ❑ RESIDENTIAL -MIN.NUMBER OF REQUIRED EGRESS STAIRS-2 30837(SF)/11,250(F.E./SF)=3(F.E.)PER BLDG.AREA: FLOOR _ BASEMENT LEVEL PARKING= 11,085 S.F. -MAX.TRAVEL DIST.:300 FEET SPRINKLFRED I I en GROUND LEVEL(RETAIL) -3.647 S.F. -MAX.DEAD END CORR.LENGTH-50'-0" ADDITIONAL"B"AND"C"MUST BE PROVIDED IN THE PARKING REQUIREMENTS PER SOUTH MIAMI ` GROUND LEVEL(RESIDENNL)=994 S.F. (AX TABLE 1004) FOLLOWING AREAS: I I Q SECOND LEVEL(PARKING)- 17,391 S.F. STORAGE ROOMS,ELECTRICAL AND MECHANICAL ---- QQ THIRD 70 SIXTH LEVEL PARKING =75,677 S.F. COMMON PATH OF TRAVEL=75'-0' FBC SEC. 1004.1.3 ROOMS,KITCHEN,SCIENCE LABS,TELECOM CLOSETS, PARKING STALL SIZE 9'-0"x 18'-0" PARKING REQUDLEIISM d G ( ) ( ) AND COMPUTER LABS. AISLE SIZE=23'-0" SIXTH TO EIGHTH FLOORS(OFFICE)=51,372 S.F. HANDICAP STALL SIZE=17'-0'x 18'-0" TOTAL PARKING REQUIRED-220 STALLS f '/�///////j� / /� / ///�j/ / // (n O .- CALCULATION OF ROOM CAPACITY FOR - ":,//i /.',% r• - /�// /�/ INCLUDES REQUIRED 5 HANDICAP PARKING STALLS �' /. •�'% ///' W u q TOTAL OCCUPIED AREA OF MULTISTORY BLDG. STAIR CALCULATIONS RAMP SIZE WIDTH-22'-0' ( ) :^'' •;!%' �j! /�//�/� /� EXIT PURPOSES: - - 56,013 50.FT. STAIR CALCULATIONS 845m ON EIGHT FLOOR BASED ON NFPA 101,NOTED ON EACH TYPICAL PER ARKI G OCCUPANCY: 57.PARKING REDUCRON DUE TO ARCADE& W TYP OF NSTR TION =TYPE (FB TAB 001 ROOM. TOTAL No.OF OCCUPANTS= 172 THREE(3)USES: 20Z REDUCTION DUE TO THREE USES. �""" /%' ''�/-' //% .'� //// i;// /� -NUMBER OF STORIES-8 PROPOSED+B45EMENT LEVEL MIN.OCCUPANCY LOAD(FBC TABLE 1003.1) - EXIT CAPACITY- 172 OCCUPANTS x 0.30 INCHES= �`E TOTAL NUMBER OF REDUCED PARKING=55 STALLS - i / �/ / y/� / -MAX.NUMBER OF STORIES ALLOWED=NO LIMIT RETAIL=30 GROSS OFFICE SPACE= 1 STALL PER 250 S.F. I !;/.//..ice/ ii%y.�,/// / i // j / (n U Z a -ALLOWABLE BLDG.AREA= UNLIMITED OFFICE 100 CROSS 52 INCHES TOTAL OFFICE SPACE-51,372 S.F. I -.yam / S/ S Y/., T S ' i%f'�� /i/i/j�ii Q (n d' PARKING GARAGE=200 OWSS TOTAL STAIR WIDTH REQUIRED=52 IN ._TOTAL PARKING REQUIRED-206STALLS-_-.. FIRE RESISTANT RATING(FBC TABLE 600 () 1 ' RESIDENTIAL 200 CROSS PROPOSED 2 TWO STAIRS - TOTAL PARKING SPACES REQUIRED= 165 7 / /„•% .-% %////%' Q Q NOTE:BUILDING IS FULLY SPRINKLERED) EXIT TOTAL CAPACITY= 176 INCHES PROPOSED AI op opoC]opopc poOoC]opn peC]eO epnC]o pepepope -EXTERIOR BEARING WALLS-4 HR. FINISHES RETAIL SPACE'- 1 STALL PER 300 S.F. TOTAL PARKING SPACES PROVIDED 241 \ I m TOTAL RETAIL SPACE-3,647 S.F. (NORTH&SOUTH WALLS)NO OPENINGS EXIT CALCULATIONS EXTRA PARKING SPACES 76 -- a 2 4 HR.(EAST&WEST WALLS)NO LIMIT ON OPENINGS -ALL FLOORS SURFACES WHICH MAY BECOME REQUIRED= 172 OCCUPANTS x 0.20 IN=35 INCHES TOTAL PARKING REQUIRED- 12 STALLS _"_______`________ __________a____________ F0 -EXTERIOR NO BEARING WALLS-NC(NON SUPPERY SHALL HAVE A NON-SLIP IMPERVIOUS PROVIDED NORTH DOORS= 36 IN RFaDENTA� COMBUSTIBLE) FLOORING.E.G.TOILETS&CUSTODIAL CLOSETS. PROVIDED SOUTH DOORS=36 IN RESIDENTIAL SPACE-2 STALLS PER UNIT -FIRE WALL 4 HR. -ALL GLASS SHALL BE TEMPERED OR LAMINATED, TOTAL PROVIDED-72 INCHES TOTAL RESIDENTIAL SPACE=994 S.F. - -INTERIOR BEARING WALLS=3 HR. UNLESS LOCATED IN A RATED PARTITION WHERE TOTAL PARKING REQUIRED=2 STALLS ' -COLUMNS -3 HR.(SUPPORTING MORE THAN 1 FLOOR) WIRE GLASS SHALL BE USED. OTHER REQUIREMENTS: - B.W. 62nd AVENUE -BEAMS -3 HR.(SUPPORTING MORE THAN 1 FLOOR) -MEANS OF EGRESS SHALL BE CLASS"B"OR BETTER. -ALL DUCTWORK CROSSING CORRIDOR WALLS SHALL --------------------------------- -ROOF AND ROOF ASSEMBLY=1 HR. -ALL OTHER SPACES SHALL HAVE CLASS"C" HAVE SMOKE DAMPERS -FLOOR SLAB=2 HR. FINISHES OR BETTER. T.O.D.D. BONUSES PROVIDED BONUS / ARCADE 5R PARKING REDUCTION. AREA OF ARCADE NOT COUNTED IN TOTALS o� PLUMBING FIXTURE CALCULATIONS UNDERGROUND PARKING ONE(1)ADDITIONAL OFFICE FLOOR DEMOLITION PLAN OCCUPANCY MALE MALE MALE 'FEMALE FEMALE DRINKING MORE THAN THREE USES 207.PARKING REDUCTION BASED ON FPC WC URINAL LAVS WC LAVS FOUNTAINS SCALE:1"--30'-0" OATES TABLE.403.1 - NORTH RED.I PROV. RED. PROV. RED.I PROV. RED.I PROV. RED. PROV. RED. PROV. PUBLIC PLAZA ONE(1)ADDITIONAL FLOOR - - rcvar•®�, FIRST FLOOR UNISEX HANDICAP TOILET PER EACH RETAIL SPACE. FULL FRONTAGE - NOTE: m�raou RETAIL SPACES ONE(1)ADDITIONAL FLOOR DEMOLISH ENTRE BUILDING&OTHER ITEMS BELOW GRADE. "CROSS-TIHRU" ONE(1)ADOITiONAL FLOOR SIMH TO EIGHTH FLOOR .., OFFICE SPACC 2 2 1 1 2 3 2 3 2 3 1 2 89 MALE TOTAL BONUSES= 4 EXTRA FLOORS&PARKING REDUCTION 8 89 FEMALE A=1 —INTERLOCKING PAVERS- EXFILTRATION SYSTEM-REFER —EXISTING POWER POLE PdPcY1BB®Ht9 REFER TO EXISTING SURVEY PLTMF.D - REFER TO DETAIL THIS SHEET TO CIVIL DRAWINGS � E$P.$ soo•oo oo^x zoo.oa' (R) --- --- - s uRmTnw------ ----- --- ---- --- -- ------ i -- - - - ------------ I. PIAZA PLAZA y _ iy EL.0 5�_nmsx 711P OF MV 4 In-0s;p13 � xcvD.l a (43-4'MG.V.D.) I j STAIR#1 \ \ \\�\ �, \ `� / \� STAIR#2 I r� I � ——-— I- - — —— - FLAT ROOF I9'-9" 94•_4• 2B'-9" 86'-2' 9'-9" _►�1 1 ja 00 O ' ELEVATOR MACHINE ROOM COOLING b TOWERS G z FN I w I \� ' I U I \-MTL LOUVER ENCLOSURE cc I O � I j w Icc I _ I 3 N I PARAPET WALLS �D(TH LFiVEL. \ % Q of % \\ P RObE' c IsE� / Ow ai N is - U� TRELLIS LTREuls 7 0 f BELOW / BELOW Q O=? m Qaa> S. N00'00'00"R 200.00' (R&M) m r -CURB CUTS-REFER TO CIVIL DRAWINGS EXISTING CURB +i - LCURB CUTS-REFER TO CNIL DRAWINGS 70'-5' S'-3' 32'-0' 5'-3' 52'-3' �—PRE MANUFACTURED CONCRETE INTERLOCKING - PAVER ST SYEM OR BRICK PAVERS ON t'SAND / BED ON 12"FINE CRUSHED COMPACTED ROCK (6"LAYER COMPACTION)SUB-BASE SHALL BE / WELL DRAINED AND SLOPED AS INDICATED.WITH CONTINUOUS CONCRETE CURB WITH 2f5 CONTINUOUS EDGE RESTRAINT S.W. 62nd. AVENUE III III-1 I —I 1 1-111—I I— _� .wonav+ :� III—III—III-1 I I—III-111 �." CIrICICIrl—rrr----------------------------------------------------------------------------------------------� II III��III ��Illiii111 111111, III..-111111111 OATG CYPICAL INTERLOCKING PAVER DETAIL, SITE PLAN NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS - g}®�gp SCALE:1121 11-0" Ne W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ SCALE:1J8"11-0" ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). NORTH A I aawaa�s®na . - REV1SED E.R.P.B. SUBMITTAL O O O O O O O O O 09.98.9005 CC DO - BB 6-IB I 1-9B - 1-91 I 198•_6" 16'-e" 29'-0" 29'-0' 18'-2" 29'-0" 29'-0" " 29'-0" - 16'-B" 1'-0 j I i I I i i I I I a .,D' 14'-8" i I 166'-2' �'� � 1l'-9 L.0 • I I I I I « I I j I I I - I I • � _ STAIR 2 STAIR p'i. sroRMEa — - to s 'I •i 0, 614o- " 0. L J I R O ELEC. °--k I W . ROOM VAULT ROOM 0-_ 1D- O O O O U-1 G O O O �I° O O I w AD. i. O O AD. ! I O A0. < 00 I I I i I I O I � r� T 6 9'-0' 9'-0'! 3 PARKING SPACES 9'-0"=27'-0' '10 3 PARKING SPACES 0 9'-0'=27'-0' '10 16'-2' '10 3 PARKING SPACES 9'-0'=2T-0' '10 19'-7' 4'-1' 3'-4' '�0 J'-4' 11"-{" 6'-4' 6'-0' '=0' ]'-0 9'-0' •� I� OQ TOP OF FL( RAMP ON TOP OP S1AB ° /� b ,,� • SLOPE-6.53R ,I I'- COA6 /-17 a �j c4) I r� V-4: 1 I 1•_4• 6Z 14'-6" 'IO" 27'-0" O' 3 PAR,ONG SPACES 0 9'-0'-27'-0' - •=0" 9'-0' I n'-Z' 22'-0" •i0i 1{'-6' 8' ju -� — I 6 (�6) O O O L LL ELEV. o V i I C STO P. C> ELEVATOR LOBBY ti roP ae sue F�"I IIIWIf 7 i I 42"A.F.F.-SLOPED WALL I ';i I I I': F-1 � u -- ----- ---- ----- I --- ---- M rt -- ---- -- ---- - _ — - — ----- - - ---- - -- - — --- - -- -- - - - - ------ ------� 3 I , is 8 18'-0' v ! 27'-0' - 'I Of \ T7-*0--� '-0 17'-6" a" 2Y-0'- 0 i 33'-4- 8' 22'-0' 'tom^u roa B t` ! ELI_U0'-0- ( ) i •1 - 1 w C 23) A.D. 6 16'-0' 27'-0' 29'-0' 8' 18—10" 6' :B2'-4' 8' 22'-0' a' 1 17'-4 9" HH HH B S'-B' 6'-4' '-O' 3 PARKING SPACES 9'-0' 27'-0' 22'-2' - � o STORAGE O I O - _ ; } 1 I V-4' 1 {' 6' 1'-{• 1'- 14'-8' 27'-0' 27'-0' 16'-2' 27'0' -0 27'-0' -0 4'-4' "8' :Ili C/)Q z ^� STORAGE !I F.O. DOMESTIC& F.O. .I >b > — ° FIRE PUMP 0 Q a a ' ROOM roe OF sue a s7fle6ux I m ® I I I ! a y 1 4 - a - --- — - --- — --- I i I i I i I 16._8. 29._0. I 29._0. 78._2. I 29•_p• yg•_p• 2g_p• 18•_8• 1•_p . 198'-6' I i O O 1 m O O DATE NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, - [NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL SE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, BASEMENT LEVEL JJEJ �.61CT1, EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL.PLUMBING AND ELECTRICAL,CARL&LANDSCAPE DRAWINGS NOTE: FOR ALL LOCATIONS OF `RE-RATED u,aAaom MACHINE ROOM DOORS SHALL BE•8•-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE 1Y/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ WALLS,REFER TO SHEEP A-30 OTHER INTERIOR DOORS& FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). SCALE: NORTH �F4EET A-3 REVISION REVISED E.RP.H. 9UBMMAL O O O O O O O O O 09.E8.4008 j 198'-6" 29'-0" 29'-0" ! 18•-2" 29'-0` 29'-0" 29'-0' I ! ! I ------------------------------------ _ _ __ _ ___ __ ___ __ __ _ ___ __ _+_ _ _ _ __ ____ ___ ___ __ ___ _ __ _ __ -___ _ _____'____________-_________ ______ PLANTING AREA-REFER TO LANDSCAPE PLANS :� PLAZA ( .\TOP.OF LINE OF BUILDING i •D„_D ( eL-a-S ABOVE - 1 I ! 42'-2' :'I 9'-0' 20 0' 9'-0' -9•-2` 9'+0 20 0 9'0' ZO 0" 9':0' 20'0• -2 PLANTING AREA PIANTING AREA P.IAMING AREA PLFNTING AREA PLANTING AREA FLAMING AREA ° ►�'/^� .� 6' 6 6� .�'r6• 6" .i0 5'_ -H_' S'-3' S']' -' 9. 3' 5 8 5-7'::''1•_E. 5._3. -8•.6 ].6' ._6.5.- P6. 5.- 8. S._]... - S ]•6_ - 14`8• •_p V1 ] 8 - 6-6' -0'B'-8' 0" .'6'6" -0'� fi'.B'6" 6'-B - 6-8- -0 6'B 0 16!-2' M� ...-----..... .-._-------- -- -0. -m - -- -- - ..".--- ------- ------- A x111" r, i E•1 5 0'NIGF Welt. .i I. _ .' TAM = PLAZA I b 2 •� TOP OF FINTSx ' • j j W EXHAUST FAN REFER TO MECH. F+I ° .DRAWNGS i - 1 i W m O- -- - ------- - - -- I B Q -- - ----- - --- --- - ----- -- ' -- --- ------ -- -- -- ---- - --- -- ------ - --- 4uJ --- ---- -- - -- -- -- B x-42'LOW WALL _42"LOW WALL aD. 0.0. j -- n 9 D i q Pro coo ��?5� RAMP UP TOPS ! SLOPE-6.39R ° 8LP- ' ♦1�,-0" F'-•1 O •I i I I it i I •T j •I I i I. � M ew a -42"LOW WALL H B• 14'-8' .-0" 4!-4' 8" 22' 0' ''0' 27'-0• "O' 9.0' 7Z'-2" 22'-0' PIP 1 I I 1 V. I H.C. v5 0 6'0 U CROSS THBU/PLAZA j; az"Low .._ .: ° . V FT'ITV fTOTLF.T, F.{ i I POP Ov FINISH II SLOPED TO T' j Pwy !i WALL ! FIRE I: .' ',� "EL 0 5'(.,9'-a NG.V.D.) li I,' I COMMAPID : G4 , 1 ROOM O �1 o H H 21 0 !I -8' 22'-0' 6' ]9'-4' 8 ] 6 10 2T'-0' ,O' T'-8" 10'-1D' L' ]'-10• T 10 8 22'-0' B - 6'-t'4• L'-0' 6'-4' $ �V l j EXHAUST FAN .(I REFER TO EXHAUST FAN -42`LOW MECH. LO Y OPEN 0 i REFER TO MECH. -.I 5LOPED DRAWINGS TOP OF u9 DT;DROOM DRAWINGS .il WALL ... :::::: ..::.:� 7 BL-D-D (413-B N.0 V.D) CO i D fcOILETpD -I. Eel,•I OII}ET ! U1 -p" lr 1 IB' -g• 17-6 II. 8" 22'-D' 8 18'-9' 4' ]' 4' 9'-]' Y-11' 8' '-0' 6•-t' fi' 6'-L -0'' 8' 18'-B' 4" 15'-8' I B 22'-0" B '13' t'4-0" 9'B'O1 RE°fAII.#1 j R IAIL#2 RETAIL#3 RETAII.#4 a ,�MTO m CrTzNrm TOP OF SLAB TOP O SL1E ��TOP OP SLOE POP OF SL1H 1 9"N.G.V.D.) T EL-0 '(41O'-B'N.G.V.D) EL-0EL -D1� (�13_p N.p.V.p.) EL.-O-O o ,II,,Y WN. e-m IDUIaIPSTEk j RESIDENTIAL AREA STUDIO F.D. CD ENTRY EI.-O-U"O(�+13'-B"N. V D) r a a i o -- -- - - - i O -. P NTNO ROOM . v� S I" 23 08' 2T-0' 8 >' 20'-4•' 4' ; 2]•-2• 8 ' 27'- 22 8' 16'-8" L- 15'-6' j B 22'-0' .'e- lT'4' 8,. i Hw- w `PREVENTORS LTRENCH .: I (( 1 ,) TRENCH (n K yZ?1 y}24 .8 �, .1 :''.j I DRAIN - ': •I a G S •'O,' 7 6 ].Z .._�I 4._4. DRAIN 22._0. j0� ]'-8' '-0� ]'-6. -0 T'-H''`. 0 �._,. .-0 T-1' +0 2]'0'.. -O Y H`.::. _p :.-T 8• •-0 'Y-0• _p 5_p• ...22'-0" 0 14-6':�' =0 Q ARC E ARCADE T m ji AVC.EI8VAT1 N B SIOETIN,K 'ABG.'ELEVATION 9 SIDEe,WC I ',� dTG.4L81'AR 2 6[QEV.US., `"�''•�►'AVG.MIkTION 9 SDIEIMLE .{--. AVC El.EVe'noN u swLwdlF j •I 'TL-0-5'(♦ D.) .. SL'-0-5' ♦13'-4'N.GV.D N.G.V.D.j.. ':EL:-0-5 - EL 0 5'Itl]"=4"N.G.V.D.) 0 jl 1 ( ) --7- _____ 6_0. "::•. 6• 8' 6.-6. 6. 6'-6. 8.-6' 6`6._8.-6' 6`-_ 6-_1'6' .�0 .4 6 fi_g.'IL6 6 6.8' 6. ._0 66._8 fi. 6 _ __ _ ___ _ __ __ __6. .}� 6• 6. 3 8 0 2 - 6. 6. ]-H... F j PLANTING AREA PLANTING AREA-REFER TO LANDSCAPE PLANS I PLANTING AREA-REFER TO LANDSCAPE PLANS' ! �' - PLANTING AREA LSTREET CURB STREET CURB STREET CURB 16•-8• 29'-0' 29'-0' 18•-2' 29'-0' 29'-0' 29'-0' j 198'-6' LCNE LE LINE OF j LINE LE OF CANTILEVERED CC DD CANTILEVERED EE CANRLE4ERED 1 OO BUILDING ABOVE a-10 O O O d-IB BUILDING ABOVE O O 11 I BUILDING ABOVE DATE' NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL: STAIR, [NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHIIECTURE,STRUCTURAL, GROUND ND LE TEL PLAN �® EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL'&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL.CML&LANDSCAPE DRAWINGS NOTE: FOR ALL LOCATIONS OF FlRE-RATEO u,L MACHINE ROOM DOORS SHALL BE•B•-LABEL FlRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MLAMI-DADE W1 EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W� SCALE:1/8--r-O° NORTH WALLS,REFER TO SHEET A-SO OTHER INTERIOR DOORS&FRAMES SHALL BE 'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). A-4 aawesE©� REVISED E.R.P.& BUErAMAL O O O O O O O O O 09.2&8005 CC 00 HS 198'-6" 16•-B" 29'-D" 29'-0" 18•_2° 29'-0^ 29'-0- 29'-0^ 16'-B" I - I I I I I I i i I i i I i i i I FFO�� i i i i I i a ._0.,8"5._3. 1._5. 5•_3• ._8" 5•_3• ._5. 5•_3• - 0' 27•_0• .i 0" 7•-2• 3._}. 5'-3• •_0"fi"5._3. ._S" 5'_3" S-3• '-B• 5'-3- ._0.-6^5._3. _ S._3_ ._H. 5._3. ._H. 5._3.6; .i 0..6 S•_3• 1'-6- 5•_ •_H_ 5._3" ._0_ 5._3.6' D. 1L._H.. .1 0 T/1 LINE OF BUILDING H I ABOVE ��qq o m m __ _ ' __ ___ ,.::...... x STAIR ! - TAIlt2 O _ OPEN TO BELOW •I EXHAUST FAN I I !o •� - W REFER TO MECH. I - I DRAWINGS i _ - i m I I I _ _ r to I 3 a s 7 9 2 3 9 O O O � O I' U I n I U cJ I �,> JHJJ ao. 3'-6•A.F.F.SLOPED O �G' -LOW WALL A.D. OQ 1 4 16'-0' ':H 27'-0" ri0 3 PMKING SPAC O 9'-0"=27'-0' '10 7-2' 8-4' '-0 J PARKING SPACES 9'-0'=27-0• 'i0 3 PPRNING SPACE O 9•-0'=2]'-0' 'TD 3 PARKING 5 CES O 9'-0'.=27'-0'I 'r0 Y-0' 9•-0• 8• °� � ri I:: Tk Z S RAMP UP TO THIRD LEVEL RAMP UP r j LOPE=6.39% - 10 hIT I:; j j ! /v 7 1 14_6 27'-0• 3 PA-NG SPACES O '-0 27'-0'1-4 9'-0' 38•_2• 6'-0 12•_0 27•_0• 0• 14,_8• : B"0 4" I M I F� OPEN O O v E1 Ev. v I Er 5 6 > TO i' \ IILO#' I 4 ELECT = 01 TOP of SUB - O TOP OF SUB ... O AT SB_1 00"°LamEL RM S' .T""0"LEM 4 p 'I °I [=1 ELa13'-dELals'-a' 6 7 a to' z7' 0' I 10 \ QLaI m AD. r� ELEVATOR I: 9� LOBBY W A OF sue r , r I • O-hg--g tfi—- .-� ------ 1-4O�'=i I I 1 I i j I 0;1 6'-''-r r 0-" -rr-/1 4r-1'--8.'_ , 1_~O'=1 I�i II I 0;>I:: ---5m'-°+JI'-'3-n-1 -Sr'--6 3-"---A C-C 1r S6'--e J-" ®- ---H---O..I 1�I,:.. I CID -0' ALL 6_ ` 9' 78'-2• hD_D lf m O�I i 1 i I I -•q o 2]'-0•-3'-6•A.F.F.SLOPED LOW RAMP UP ---3--3 -..-q o•n_�-O-LI f.rI0�<I:� SLOPE-5.75% (. a�L-T�fi,i kl 4h"'��I l->r^•a Ia zfir 4 r��f'-,F}}1 I-8-�1'b�.W�r{��k I,O.�h�;i�1..U1 1144.-^'a a-i0d O iiI I I D s 3 PARKING S O W-0•-27'-0• 3 PARKING SPACS O 9'-0" 27'-0• .0 3 PARKING S C O 9'-O• 27'-0' 16'-0' 8't -6' 8 ' - 0 1 AD. - ------n-- ----HaB O e � m d Q Q 0 0 u------- - ------- - --------- OPEN To BELOW' c- 3 3 �o - 2 OPE TO BPI W o Z Lu STD.STO n 6 LL L ' 1 ' 3. TBARREL TILE ROOF 3' 5'-3 32'-0" - r m 3- 4I,tBS - - 1 18'-8• 29'-0" 29'-0" 29'-0• 29'-0' 29'-0" 6-8" 198'-6• OATS NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, SECOND ryO9-T T Tl�� EMERGENCY GENERATOR, ELECTRICAL,MECHANICAL h ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS U'3aJJ{'■V' 11`,11,i■ LBMJ'\`/�/JM:J' MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE W EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ NOTE: FOR ALL LOCATIONS OF FIRE-RATED OTHER IMERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL)- WALLS.REFER TO SHEEP A-30 SCALE:1/8"=1-w xoxTx � - RBEY101O6l9 REVISED E.ELP.B. SUBM ITAL (D O O 09.28.4006 e-IV i I e-w � e-vI i I I 198'-6' I - ^i'-D" 16'-B" 29'-0" ! 29'-0' ! 18'-2' 29-0" 29'-0" 29'-0' 115'-6" - ! I I I I I I Q�Qi I I I I q I i i j I C I -0. 14.-6. ._0..6'5._3. - 5•-3. 1:-W. 5•_3- 5'-3" 2]._0. .10.64'-2' 11._6" ._0".-fi•5._}• _ 5._}. -S._J" ._0. 5._3" _0'5•_3, 1._, 5._3" 1._ 5.-3. ._%. S._3.6' ._0.{•5._3" ._6' 5'- '-8• V-3. 1'-&" 5-3-b-11, 'La: 14.-6" .i0 j • e� 1 7a b i I�1 j N ---- :'. --- ---------- -- :: a.: --- - — - ----- --- ----- -- A _. STAIR j ... _ --- TAIIt2 IXHAUST FAN- 0 ! REFER TD MECH. 10' e-0. 9-o" DRAWINGS s 9'-D' to' e o -to' r - ICI /. 1 ( . lJ O4 �) ` ) R.) J \/, ) ✓ pq 0 A0. A.D. a I I llo, 1 4 16'-0 6' 2]'-0' '40 3 PARKING SPA O 9'-0'=2]'-0' '10 16'-2' 'J0 3 PARKING SPACES 9'-0'=2]•-0' J PARKING SPACES 0 9'-0'=27'-0' '40 3 PARKING S CES 0 9'-0'=2T-0' ''0 7-0' 9-0' 8' ,� I"�"1 OD ,RAMP UP TO FOURTH LEVEL. RAMP UP I - F 1� I ; � i:: � SLOPE=6.395 j I •I I I :� - A a _4. 1-4'` g^ 14'_8° i•-4^!"6' Z]•-0' •-r0: 3 PARKING SPACES O '-0 -2]'-0' •i0, 9'-0, 38'-2" 6'-0 12'-0" 9--0' •10, 27'-0' •10• 14'-8' B' ; ` I I: F'rl JD I II EV. I I EL OPEN,' ! \, - II�I.OW 1 TOP OF 61AB RM. vU� TOP OF SLAB O •I •I AT THIRD LeYHL - j :. ri AT T8H10 LEVEL Q ` —� •I •I ¢.:2a•-m• j 6. ] z]-D' 10 1� s'-a' ELEVATOR A.D. LOBBY \\ (�1 W TOP.V _ OF STAB - 1 I I O 16' lJr \-3'-6•A.F.F.SLOPED j ! j(� - # 6? 16•-0' 6T 2]'-0. LOW WALL ]6•-2, 2]•-0' ._0 2]'_0• 16._0, 6• >~ N 'I .I ! RAMP UP SLOPE=5.]59 rlv I I i I I 3 PARKING SP 0 9'-0'a 27'-0' '�O' 3 PARKING SPACES O 9'-0"-2]'-0' '-0" 9'-0' 3'-10' 3'-4' '=0" 3 PARKING SPAC 0 9'-0' 2]'-0' '-O 3 PARKING SPACES O 9'-0' 2]'-0" '`0' 3 PARKING S ICES 0 9'-0'a 27'-0' 2. Fw �' l°�°) - 3�) (3] j,! ]6 3s OI 3J) (.2) (.") 30) (n z e •� j STD. I STD. j I U)w o j ! Q¢¢ o . ® a FJ PLANTER and r-e 6 A PLANTER 5'-J' 3'-3' S'-J' S'-3' 0 5'-3' S'-J" 5"-3' S'-3" i0'-] 5'-J' '-]' S J' 32•-0' 5'-3' S'-J' S'-3' S'-3' S'-J' S'- 5'-J" 3'-3' �0 14'-8" •-0 1'-0' 76'-8" 29'-0' 29•-O' 18'-2" 29'-0' j 29'-0' 29'-D' 16'-B" 1'-0" 198'-6' I [DATE NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTNACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, EMERGENCY GENERATOR.ELECTRICAL.MECHANICAL&ELEVATOR BY CC[OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL.CARL&LANDSCAPE DRAWINGS MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DM1DE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ THIRD LEVEL PLAN NOTE: FOR ALL LOCATIONS EE FlRE-RATED OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. _ COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK fit BIDDING(TYPICAL). WALLS.REFER TO SHEEP A-30 SCALE:vv l` , xoRTx 9t IEET A C - REVeO!®419 REVISED RRP.B. IIITAL SI O O O O O O O O O 09.SB.HOD6 A-IV 1-26 II 1-el 198._6.. r'I-1'-0" 16-B• 29'=0" 29'-0" 18'-2" ! 29'-0' 29'-0' 29'-0" 16'-8' 1'-0',' I I j I a I I 14•_8• '=0�;-6"5•-S• 5•-3• •_6• S•_J• 5-3' 270_0• •j0• •4'-2' 11•_6• •!0'-6 5'-3' '-8i 5•_3• 5•_J• 1•_B• 5•_3• _ •5•_3• 1•_B• 5•_3• •_6• 5•_3. 1•_8. 5•_J•6• _-_6.5'-3' '-8' S'-l 5._3• •_8- 5•_3•8 •-�G• 14•-8 •LO G i � a I j I i o•� C I I I •I m � - O r n - < — - - —O - - O O E -s He--B 1w e--eO l -''•—,I ry•i I ----._---- -_1-/'-4 4 8'=a I I 1!!j I'II!I j i!0,1 i 6'-_•.S_0T_'A._IIe 1 I-V.`y/&s1'i'-.-/1 o 4 i''B•I 1"1 I�i!.II�i II>l I 0.;�s:�'. ':I:-::::-B8'5m'-•i»3•-i_"-cv:-0-3 1--3 1-8-'---:-:.-.c.-2 1-'•-B' ®-::. --1A-''-D--8.''-)�:.-,_,.i<II j i�i I I i i 1 I j I...:.,_®_•.-_•._-- _1''-_8G-'-�_.__.--1'- ®---1'--B.'__ i I i j!I I I I I I I�, \�•"c.3�• \_- _I.''_-B®._''�._._C-.—)1''-6-'' _.E_�.__1•. '6_ I t!I ij I i I�I I i I I i i I I:OOOi I I . 1•_ --''B_aL}+_)2_i •_6-•' ___-m Y c_S!1•'_-0.63•'D .\ I1fi T14 4R•-_'E-D 6L 8L•'I_1 S 0. _&T,_.A.IR2'�•1°I h!i I I _•4_.._--.—._-._.-••j�4•D ry f-I —•O -----A A a---1w 1e- i O O Q m�d a H 13 rFU H O v1e(fFFFM 11rW/w.��,��+�r J•i_.�� i 1+l( p rc ~ 4 i �3 n O[S N A lo t 41 44 O O Q I O 1 O O} O C' O D. Y-0 9'-0' 1 8"' ' E ' '4 6 RAMP UP TO FIFTH LVEL MP UP }I M ka 2]'-0' 3 PARKING NG SPACES 2J'-0" 78'-2' 6'-0 12'-0' 0'0 Wa" ' T. O V v U E) 0 E ELEV OPEN/ � S 4 To I RM TOP OF SW TOP OF SLAB O 10" AT FOURTH LE6 27'-G' 10 ELEATOR LOBBY LLEJ M.P, U I__ — — ------- —— — -3.-6.A.F.F.SLOPED LOW WALL 0' (D) 27'- 27'-2]'-0' 78'-2- " 18'-0 8' RAMP UP SLO R BB PM SPA 9-0' 27'-0' i0' 3 PARKING SPACES O 9'-0' 27'-0' 9'-0" 3'-10 3'-' = 3 PARKING SPACE O 9'-0' 27'-0' =0 3 PARKING SPACES O 9'-0' 27'-0" '0' }PARKING 5 CES O 9-0' 27'-0' O ! A0.DAD. W(})n C1C (3j (2 6') V (zs) V f 0 Z STO STO. < "L-TRELLIS PLANTER PLANTER 8 8' 5'-3 _3 5 3 5'-3 S 3 18'-8' 29'-0" 29'-0' 18'-2' 29'-0' 2 29'-D' V-0 198'-6' ! C0QW]°g 3�A o a_0 4' / I I ! CC ! ➢0 66 ! � O O A-1e O O O A Lv O O A m O O DATE NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, [NOTE: ALUMINUM EXTERIOR STOREFRONT AND AXED WINDOWS SHALL BE [NOTE: CONTRACTOR TO COORDINATE ALL ARCHRECTURE,STRUCNRAL, FOURTH �� EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL&ELEVATOR BY CGI OR APPROVED EOUAI-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS ouuom MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MNMI-DADE - W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ NOTE: FOR ALL LOCATIONS OF FIRE-RATED OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK&BIDDING.('fYPICAI). WALLS,REFER TO SHEET A-30 SCALE:1/S"=1'-0" ' NORTH g4.4E� A-7 RaEV18I0 ata REVLRED E.RP.R. SUBMITTAL O O O O O O O O O _ 02.28.2008 CC � DO 6B ' I I 198•_6" I 1'-0" 16•_8• 29'-0" 29'_0" T8'-2" 29'_0• - 29•_0• 29'-0" ' I F•I i I j I a I i I II i i i 'I10� 14._B. .-8.5'_3. 1•_B• 5•_3• ._B' 5'_3.1•_8_ 5'-3' - 27'-0- .i07 '4._2. 11._6" 0"B V-3" 1•-• 5•_3• 5•_3• 5._3.1%w-IQ 6'5'-3' 1'-B' 5'-3' '-B' W-3• ._B• 5._3"'IF';0._-6"5'-3" '-Bi V-3 '-8" 5-3" 1'-w, 5._3.6: ITI I I m- I r STAIR' i I TAffi 2 o i I — •I I - I I 4 I i i � •i NN Fn `-/ C) (51 (-1� �\ 9 10� \/ (I7� (�6i 0---__._-.. _- ::--. t; �.-_y -.-_._-_._�_... ._-_— _._._._.-.. .___._ .__ _. __- �__ _.. _.__-._-_ ,.:-.-_.- ._._.-_._ ._._- '- - .-_-_. ._. _ -._._ ::I:; __-_. _.-_. ----- --..._- O I O ! i D �J i A0. 1 A.D. - . 1 4 I 18'-0' B, 2]'-0' 'a-0 7 RANKING SPAC O '-0'=27'-0' O 1B'-2' O 7 PARKING SPACES 4'-0"=2Y-0' IO 3 PARKING SPACES O 9'-0" 2]'-0' 'IO }PARKING 5 CES O 9'-0'=2Y-0'I '10 7'-0 9'-0 8' •1 all ICI j RAMP UP TO SIXTH LEVEL RAMP UP b SLOPE-6.39% - ! z AA M a ( j 27'-0' •-0' 3 PARING SPACES O '-0 2]'-0' •I0• 9'-0' 36•_2• 6'-0 12•_0, 8'-0, •I0' 27'-0' 0• 14'-8' 8'4• �) _ Ci ELEV. II. \` U v BELOW ! - 4 ELECT •I .I ! Rl�'1. /.::,::. \a TOP OF sUB ' ' TOP OF SLAB ,.�AT FIFTN LEYEt AL FTFTR IEVBt B ] B ! 10" 27'-0' 10 p ELEVATOR ! LOBBY \ - ) ; W '1/8Lt80'-0• I , Lil -- - --- ----- ---._.-.. - -- --------._.._..---------- ---------- ----- ---- T - -- fi' --- - - - ----- -------- - - --------- -------- -- :---- -------- --0 3. LOW WALL n 0 A.F.F.SLOPED B, I tfi'0' 81 27'-0' ]8'-2' 2]'-0' •=0 27'_0• !(v 19•_0• 9• ~ n 'i RAMP 5. i(26� is HH I i BLGPE—$.759, j is i i i; 1._4. =. 16'-8' 3 PARKING SP O 9'-0" 27'-0' 0 3 PARKING SPACE O 9'-0- T]'-0' 0 W-0" 3'-10' J'-d' '�0' 3 PARKING BRACE O 9'-D"=2]'-0' 'i0 3 PARKING SPACES O 9'-0' 2]'-0' '=0' J PARKING 5 ACES O 9'-0' T]'-0' 18=0 B' I Q v AD I'i a o 0 0 — AD. L A.D. o 0 O 4 40 39 1 J8 35 3 33 - � __ W~g w — O •' i i STO STO. Ll • Q TRELLIS& TREWS& , PLANER °D PLANTER m.• _ i j i I ! 1'-8' 1'-8' 1'-B• I... 1'-B' 1'-B' 1'-8' .6" I'- '=0 14'-8' '�0 5'-3' S'-3' 5'—J' S'-3" — 5'-3' S'-7' 3'-7' S•_3• — -7 W-7' '-7 W-3' 32•_0• 5'-3, S•_3• 5'-3' S•_7• — S•_7• S•_ 5'—J, 5'—}•B •=0 14'—B' •=0 L 1 1 11'-0" 18'-8' 29'-0' 29'-0• 18'-2" i 29'-0' I 29'-0" 29'-0" I I IV \J O A-LF O O O O O `-� O O DATE NOTE INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE - NOTE: CONTRACTOR TO COORDINATE ALL ARCHTTECNRE.STRUCTURAL, - FIFTH~�� LEA �''L PLCSl\ EMERGENCY GENERATOR.ELECTRICAL,MECHANICAL&ELEVATOR BY CGI OR APPROVED EOUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL PLUMBING AND ELECTRICAL,CML&LANDSCAPE DRAWINGS 11 a- n.�♦ avu MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE W/'EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ NOTE: FOR ALL LOCATIONS OF FIRE-RATED OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL SCALE:1/8"=1' ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). WALLS.REFER TO SHEET A-30 -0" NORTH flEpil�cpE'R . - _ L"l_O 61�M0>90mSa9 REVISED E.R.P.E. SUBMITTAL 09.28.4006 -0" 16'-8 29'-0" j 29'-0" 18'-2" 29'-0' 29'-0" 29'-0' 16'-6' I I j I I I I j I I i i j i j I I a I I I o j i I i i I .y^5._}. ._B. B._}. ._8" G'-3"ti-6. 5._3.6' .i.-6^5.-3• 1•_ 5•-3' _ 5•-3_1._B. 5.-3. ._0. ^4._2. 11._6. ._0.,6^5•_}• •_B. 5._}. 5.-}. ._B. 5._3.8�� .! ..6'5•_3• •_B• 5•_3. 1._ 5._3. ._B. 5._3.6' ._B�{•5.-}. .-B. 5.- ._6. 5._}. ._B. 5._3.1-6g, 14._B. ._p H I I m I I I o� _ STAII2 I TAIR 2 - 0 RIO' 10' W-.. : IO' 9-0' 10' e-0 10' r I I •i i I _ I - IJ Fr+1 - - 44 i9) 50 51 (♦ 1 5 1 1 5 1 l> OB 9 10 i I1 it y3) 14 I �.. ._.__. it A.D. AD D 9'-0' ]'-0' 2]'-0' 6 6" 3 PMMNG SPACES O 9'-0'-2]'-0' '�0 16'-2' '=0 3 PARKING SPACES 9'-0'-2Y-0' 'LLD 3 PARKING SPACES O 9'-0" 2]'-0' '�O, }PARKING S CES O W-0'-2]'_0' '+0 7-0" 9'-0' �%9' 'I I; Tk dl ! ! RAMP OF FROM FlFIH LEVEL =3) Z LL^] •I SLOPE-6.39A 1-17 -4' 18'_0• 27'-0' 3 PARKING SPACES O 9'-0'-27'-0' 2,=0' 9'-0' 36'-2' 6'-0 12•_0" 9'-0' •10• 27'-0' 'r0'� 14•_6• 8" � m I I I. ^ C) G 202 O : I � 0 �1 I EL v ) E j ELECT •p !'- tOP OF SLAB j - RM. `\ TOP OP STAB Q ! •o •p ,� ti AT SLCTN IEPBL j 8 7'-a' 10" 27'-D" 10 AT SIXT9 LE96L I �) A.D. m ELEVATOR E• �+v4, wD. �zsl 1 a+4e'-1p- +s I = LOBBY ! roPoP sufi j E4+4f'-1" N z _ - i m m —3'-6'A.F.F.SLOPED - {'_7 1 B 1B'-0' 27'-0' LOW WALL ! ]B'-2' 27'-0' 27'-0' y 1B'-0' : 6' N RAMP UP HB SLOPE-5.76X I 1 is BB ale i I 1-19 j ' LINE OF BUILDING ABOVE FFF IG-0 -p }PARKING$P O 9'-0'-2]'-0' '=p' 3 PARKING SPACES O 9'-0'-2]'- I: 0' 0. 16'-2' :0" 3 PARKING SPA O 9'0'-2]'-0' 0 3 PPRKINC SPACES O 9'-0' 27 0' 0 3 PARKING 5 CES O 8'-0'-2]'-0' DAD. 0 h wD -6' AD. d X o ^� ^ 3 is (;3i / �) j }91 (38 I I.: �s 33 (2) ("1 (30). ! •i =w •I ® ® ® j�® d Gi , R.D. P.D. IR.D. R.D.I R.D. R.D. TREWS I LTREWS j BELOW w BELOW 70'-6' 32'-0' S'-}• 52'-3' 14'-8' 'i0 j 29'-0" 29'-0" 18'-2" 29'-0' 29'-0" 29'-0' 18'-8" - �9'�yr� ,��7 ®ATS NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, [NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, w7 Y.L�1 LT T E V EL �LL`$L� EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. - MECHANICAL,PLUMBING AND ELECTRICAL,CML&LANDSCAPE DRAWINGS A7 YL� j1-� 9J mA MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MLAMI-DADE W EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ NOTE: FOR ALL LOCATIONS OF FlRE-RATED COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). WALLS,REFER TO SHEEP A-30 OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. - ^^+ SCALE:I18"=1l-0" ' FA-9 - - 6aEL/ILRlmli! . - - REVISED E.RP.R. SUBMITTAL O O O O O O O O O 09.88.2005 - 1'-0" 16-8" 29'-0" ! 29'-0" 18'-2" - 29'-0" 29'-G" 29'-G" ! 16'-8" 1'-0^ - I I I i I I I j 1 i I I I I I =0" 14'-B" 6'-8' - 6'-8' - 6'-8' - 6'-8' - 6'-8" - 6'-8' '-D"4'-9' 6'-8" 4'-9' L 4'-10' 6'-8' 4' 6'-8' 4'_10• - 4'-10' 8'-8' 4'-0" 6'-8' 4'-10' 'L 6.-B' - 6'-8' - 6'-8' •i 0" 14•_6° '1 0 •I I I I I I I I I _ ___.- _-_-___ -_ __-___ A �+ .._._._._ a F I I I I I I I TAIR �.-. . --- ------ -- ---------- - ---- ' ---- ------- -- -----=-=-- - - ' -- -- Q-'-- --- ------ - -- - --- —------- ------- ---- ' --- - '-----'- p - - - — ----- --Q n II I G cm cm ! i OPEN OF CE PLAN TOP OP 6IAB I SIXTH FLOOR - "o 0.0 M u 1-e1T a 31•-0" 6'-0' S'-B' 11._5" B' 3'-3• .1 41,_4" 1.-4 I: 6• H MR 4 0 EL". 0 V 0 I: -I LUi •i i ® - 8'-10' '3..'-.9':: 6'-4* I 3'-e' 12-6' 1 . Y I�I 1'-6' - 6-e ACC Le - 6-B1-6 -1I i I I!I!!I I I I I I�0 1-66'-8 - 6-6 ----6-81---6—O ai I I i I I I t i I I I j!� -4--9--• 6-B 4-9 O li i i'I!I I!I i I�I I!0' 4-10 1-98-6'--68' 44 BD m 6.-..8:::.�--m 4-10 -�i I 1'!i I'I i i. 0S T. WORN OPEN OF CE PLAN ]P OF LOR ---g g— ----- i I I i ---- ------- ' " !!!li'I III I I II I ---- ----M—o—I - ---6 B'- B I6 ' Q Q a QrJ- 4 CD 0 2 4 -8' ' 0 4'-1 (n 6'-8' 4'-O' 6'-8' =4-0 6-8 m SIXTH LEVEL PARKING BELOW DqAq 16'-S' 29'-0' 29'-0" 18'-2" 29-0' 29'-0" 29'-D' 16'-8" 1-0 O O O ELEC RM� O 4w FQ F�`1�-0� i �N S o S Gi - OATS NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, - NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE.STRUCTURAL, �� T�®®^ T EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS FLOOR .i6J ouvom MACHINE ROOM DOORS SHALL BE'13' EL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DA DE W EACH OTHER.ANY DISCREPANCIES TO 8E COORDINATED W/ NOTE: FOR ALl LOCATIONS OF FIRE-RATED OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL .,., ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). WALLS,REFER TO SHEET A-30 SCALE:181'=11-011 NORTH • A-10 REMED E.RP.B. SUBMITTAL O O O O O O O O O 09.28.2006 j I 198.-g•, a-1•-0'• 16•-8" 29'-D" 29'-0' I 18•-2" 29'-0" 29•-0' 29'-0' 16'-B" 1'-0'^ - I. i I I I I I I 4�1 i i j i I 1 I 11 1 I i I i I O I I - I I, I I j ►a I X1'_6• 1'-6,. ! .-1'-8' 1'-6� 1•_6• 1'-6� =0i 14'-8' 0' 6'-6• - 6'-8" 6•-8' L fi'-B' - 6'-8' •-0' 6'-8" 'LD•4'-9' 6'-B' 4'-9' .10"4'-10' W-B' 4' 6'-B• t'-10• '-'4'-10' 6'-8" 4'-0" 6'-B' 4'-10' 'LO• 6'-8• - 6'-8' - fi'-8' •LO' 1t'-8' '-0 ° Lill I STAIR:1 --- >4 W I I I I I I1? B ------ -- --- - - -- - -- ---- ��--------------- -- --- ---------- - - B W PIZ - 01 I ,i I O T 8 .r9 0 '�, 9'-0' 8' OD OPEN OFFI E PLAN ! TOP OF SUB A SEBEMB FLOOR .I li BLISS'-B' f ': Z TOP OF SLAB BOOM MOB � I � M - ELfT9'-10 'I - a 6• I: 1'-4' j 90'-1D° 31•_g. g._g. 6._g. 11._6. 8" 0._3. .I ._4. 41•_4• V_4"':1::g. ZZ O— � -- -- --- — MF.N U ELEV. E EL j r I i j 12'-6 -L I: 0--- — — y -- -- '--- �-� ------------- ------ -- -------------- ------- , ---- m — k EL—EC RM. ST—.-------- wolv�N I -- --- --- ------ — ---- — --O -fl---------- 86'-6' I 6B._g^ I 42._g. I.: g• N GV OPEN OFFICE PLAN - I - TOP OF STAB A SEB6Nt6 FIDOP. I - I I I:: HH ! TOP OF SLAB A BIIHTI FIDOR IS - ELfT9'-10" l 1E ! I I O ° I i.. C)t: o=wz U)O> O •I 'IO 4'-0' I ' ' ' ' ' • ' " 14.1- 6'-8" 4'-0 =0 6-8' 4'-9 4'-0' "=0 •I (n I << QQ 'o SIXTH LEVEL PARKING BELOW a I i I I I i i i I j I I I i I j it II ! I J 29'-0' j 29•-0' 78'-2' 29'-0' i 29'-0' 29'-0' 18-8" 1.-0.-L i ' OD j @@ O O A'° O O O "B O O dm O O NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL-STAIR. NOTE: ALUMINUM EXTERIOR STOREFRONT AND FlXED WINDOWS SHALL BE NOTE CONTRACTOR TO COORDINATE ALL ARCHITECTURE.STRUCNRAL ^F�s_�� ®®� EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL.PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS SEVENTH P8a1`1fAVl NOTE: FOR ALL LOCATIONS OF FlRE-RATED 01�� MACHINE ROOM DOORS SHALL BE•B'-LABEL FlRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DAD W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ WALLS,REFER TO SHEET A-30 OTHER INTERIOR DOORS&FRAMES.SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ... ARCHITECT PRIOR TO START OF WORK&BIODING(TYPICAL). SCALE:118-l'-0" NORTH 71�h8EET aa�wa®a®oia REVISED E.Rr.e. BTTBLAIMAL O O O O O O O O O 02.28,2005 cc DID j 6 A-M - 198'-6' -^1'-0- 16'-8'. 29'-0' 29'-0- ! 18.-2- 29•_0.. 29.-0" - 29•_0• 16._8• 1-0%,d. . i i i I j i i I I I I i a I TOP O£PARAPET RALL - I { I � el+vs-z•N.c.vD. I - II I F,,,( 'I -'CUPPER---------- - OVERFLOW�UPPER OVERFLOW]SCUPPER OVERFLOW]SCUPPER OVERFLON;SCUPPER / OVERFLOW]SCUPPER OVERROW!SCUPPER I OVERFLOW I ;`may' O i - I TYPICAL CRICKET j w FLAT OOF STAiFt 2 N STAIR 1 �+ - - - TOP OF s 10F EL+BI'-Z 9'-8• 84'-4' I 28'-8' 66'-2' I I ! I Z O M M i I �^M L-lT LI A-17 a ELEVATOR MA MINE ROOM EL191'O'NOVD. j - ❑ COOLING j - TOWER S ❑ /-1 a ! ❑ ! 11 ! 1IIIr - o - �` I- ❑ o � � I ATOP OF SWB®ROOF I Z `\ � Z I •I I O i m I i i ea --------- ------------------------------- ----- --\----------- ---- -- - ------ - --- ------- -------- - -------------------'-------- ---------- ------- -- MTL LOUVER ENCLOSURE I I i N I 6 TOP OP PAP.APEi BALL I I j BB i ! BB i i I I I rte e I i IBr-z• "I F PARAPET BALL ! /� L1+85'� ! I d 7 ----------------_.------------- - - ----'-- --- -- ---- ---- -- - - -i- -- -- -- --- - - - ------------r--- - _ ---- r - ---------- 0 ir I � I I KITH I I Q a a I` 2 m F I OOF P G W r r TREWS - - ! 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O8 TYPICAL STUCCO WALL FINISH: PAINT-BENJAMIN MOORE HC-58 JUMEL PEACHTONE MECHANICAL PLUMBING AND ELECTRICAL,CNIL k LANDSCAPE DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL), O4 TYPICAL STUCCO WALL FINISH: PAINT- BENJAMIN MOORE HC-44 LENOX TAN © TYPICAL STUCCO WALL FINISH: PAINT-BENJAMIN MOORE HC-51 AUDUBON RUSSET © TYPICAL ALUMINUM METAL RAILING: PAINT-BENJAMIN MOORE HC-128 CLEARSPRING GREEN O TYPICAL ALUMINUM FIXED WINDOWS k DOORS: WITH CLEAR IMPACT GLAZING, PAINT-BENJAMIN MOORE HC-128 CLEARSPRING GREEN ® CLAY BARREL ROOF TILE OO SATURNIA STONE-SAWCUi A FILLED DATE 10 TYPICAL PRE-CAST CONCRETE BALLUSTRADES: PAINT-BENJAMIN MOORE HC-39 PUTNUM IVORY 1© TYPICAL PREMANUFACTURED MTL LOUVERS:PAINT-BENJAMIN MOORE HC-128 CLEARSPRING GREEN euum 1© TYPICAL STUCCO WALL FINISH: PAINT-BENJAMIN MOORE HC-39 PUTNUM IVORY iil"IEOT A ' W�4/IBI®Ilq REVIBID . - E.R.P.E. . 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"" ':.::: PA ROOF MAAHIING MAN FIRE PROTECTION PP3 DASBMSNT'LEVEL-M8R P80TECRON PLAN FT9 OBODNDPLOOH-MaE PHOTRCTTONPIAN FPA RF.00MI RANIR-MRF.PRIITRID'IfiN WAN T H E E T E L E V A T I 1!T FPA TRfRDM.00R-MAF.PaOTRIMONMAx FPA POIIHTH FI.008-FISE PBRTECT[ON PLAN FPA 8=TfRUnGTFR rRTROR SOTEN FP.] 91RTRRIIRIOROTRmR-FHIR PROrF.fTORMAN ' PPA ROOF-FIRF.PROTECTION MAN FPe DF.TAHA&NOTFR ELECTRICAL R.1 AAYRMISNT I,P.VP.1.-m..GBIP T-N - - - E.f GROUNDFLOOR-ELECTBICALPLAN SECONUFLOOB-PIaCTBIGLPIAN EA THiBD FI.00B-EI.ECI'HtCAL FLAN Ra FovaxR FLOOe-ELECxatcAL PLAN BA FITa FI.(10R-ELRcTRrcALFLeN S.T RIOT HRIIFIORTMANIR-RIRfTItICAI.TTAN RA HOOP-EIECPBICAL PfAN Ba IHRCTRIFAI.ROAF.DUIRR&xOTFA 310 P.IA.P.TrtiCAI.NCiLF.ON.fiI&NfrIWA Rif ELECTRICAL 9CHEDULFSAN07'1.i8 R.If RIRCTNCALDETAUA&NOTES E.ta ELECTBICAL SC[IIDtl1.1+}I,DETAIIB&NOTPAi CONSULTANTS DATES&REVISIONS cC1HPAVING,GRADING&DEAINAGEPLIH CS PAVING&DRAINAGE DETAHP PLAN OA IITLI.ITV PIAN LANDSCAPING STRUCTURAL ELECTRICAL/MECHANICAL/PLUMBING CIVIL, LANDSCAPE PERMIT&BID SET ;,2 'a;°U s' ZVONIMIR T.BELFRANIN,P.E. GUERRERO/GONZALEZ ZAMORA&ASSOCIATES,INC. GEOMANTIC DESIGNS,INC. AND E.R.P.B.SUBMITTAL CONSULTING STRUCTURAL ENGINEER ENGINEERING,INC. 4errFZamara,P.E. ROBERTPARSt. etA.S.LA 01_28-05 PJB ASSOCIATES Me P.E.iI 88074 Micheet C.Guerrerq PE. Civil Engineer 8800 6W.81et Street 4838 S.W.74th Court Mechanical Eg.Lio.815286 EBR000879I Miami,Florida 88148 Miami,Florida 83166 Rf al G Gonmlaf P.E. PE N44207 TaL(805)88&9888 Teo(806)668-0253 Electrical rd Lin.u"S-i 11410 North d.3317 Drive,Sulfa 8808 02-y5-O5 ARCHITECT ' 4800 SW 73rd Avenue,Suite#107A Miami,F1orlda 88178 1 Mini,Florida 38166 TeL(305)273-7801 TeL(805)2622944 �. 2990 SW 35TH AVENUE MIAMI,FL. 33133 AA#0003085 (305) 448-0710 GENERAL NOTES LEGAL DESCRIPTION .__. .... LOTS 8 THEO 11,BLOCK 1,"REVISED 1. ALA DOCUMENTS A201. "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. 20. CONTINUED PODQCIANA PARK",ACCORDING TO THE E' LATEST EDITION, "SHALL GOVERN ALL WORK UNDER THIS CONTRACT AND SHALL APPLY PRAT THEREOF,AB RECORDED L31PL4T : BOOK A1,AT PAGE 41,OF THE PUBLIC c` TO ALL TRADES AND IS HEREBY INCORPORATED INTO THESE DOCUMENTS. B. ALL ABOVE UTILITIES SHALL COMPLY WITH F.B.C.AND ALL APPLICABLE .P 1.. �� ,.J LOCAL CODES. RECORDS OF➢IIAAII-DARE COUNTY, ......... ` �;_r {5 t� '' 4.............. .� 2. A AlL WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL CODES,THE LATEST FLORIDA. "' ...... �` ---- ..... ......... EDITION OF THE FLORIDA BUILDING CODE(HEREIN ALSO REFERRED TO AS F.B.C.), C. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES,OVERHEAD .. ^' i AND UNOERGROUNO,PRIOR TO CONSTRUCTION AND COORDINATE WITH '�� - `•� " { \ A.Y< AND UPDATED LOCAL ZONING ORDINANCES. ARCHITECT/OWNER PRIOR TO START OF WORK. q y< B. THE CONTRACTOR SHALL FIELD VERIFY CR DIMENSIONS AND EXISTING CONDITIONS - D. ELECTRICAL POWER.TELEPHONE WATER AND GAS SHALL BE RUN UNDERGROUND. AND NOTIFY THE ARCHITECT T ALL DISCREPANCIES OR NEEDED INTERPRETATIONS Gc n/ PRIOR TO COMMENCING CONSTRUCTION. ALL TO BE VERIFIED WTRI ARCHITECT/OWNER. THE CONTRACTOR SHALL COORDINATE J-�xF >r�'"" TIE-INS AND SERVICE WITH UTILITY COMPANIES PRIOR TO START OF WORK. z - '� I p, C. IF AN EXISTING CONDITION OF THE PROJECT IS BEING BLOCKED BY THE NEW LOCATION MAP IN.TS.) ® `' '""'-2t e ?- .j^......�.�. r::-- '.`'""�"b^- - �.s"``') j CONSTRUCTION AND R IS NOT SHOWN ON THE DRAWINGS.CONTRACTOR TO 21. ALL PREMANUFACTURED ITEMS SUCH AS RAILINGS,SKYLIGHTS.EXTERIOR WINDOWS AND ;4 RECENE APPROVAL FROM THE ARCHITECT TO PROCEED W/CONSTRUCTION PRIOR DOORS•BUT NOT LIMITED TO THESE,SHALL BE UNDER A SEPARATE PERMIT. GENERAL I 1, "" eJ�?� 2 jE I s TO THE START OF CONSTRUCTION. CONTRACTORS.AND ANY SUBCONTRACTOR PROVIDING THE ABOVE ITEMS SHALL PROVIOE i II - - �,??,,,,,n*^s SIGNED AND SEALED CALCULATIONS AND SHOP DRAWINGS. ALL SUBMISSIONS SHALL BE :_ _ ' ./ k �_L 3. OMISSIONS FROM DRAWINGS AND/OR MISDESCRIPTION OF DETAILS OF WORK WHICH ARE - ACCORDING TO N.F.PA 101 AND LATEST F.B.C.FOR A/E APPROVAL PRIOR TO I -y \ - MANIFESTLY NECESSARY TO CARRY OUT INTENT OF DRAWINGS OR ARE CUSTOMARILY FABRICATION AND ORDERING. ALL MANUFACTURED ITEMS SHALL SHALL MEET HIGH i B PERFORMED SHALL NOT REUEVE CONTRACTOR FROM PERFORMING SUCH OMITTED OR VELOCITY HURRICAN ZONE(WHZ)PRIOR TO ORDERING AND WORK.TYPICAL MISOESCRIBEI DETAILS OR WORK, BUT SHALL BE PERFORMED AS IF FULLY AND THROUGHOUT PROJECT. CORRECTLY SET FORTH AND DESCRIBED IN DRAWINGS USING MOST APPROPRIATE _ m\\\- - , `\\ j k'Z.I` ,. >r •y< MEM00,WTTH FINAL APPROVAL ISSUED BY ARCHITECT TO ALLEVIATE CONFLICTS OF 22. TYPICAL THROUGHOUT PROJECT: WHERE SLOPE IS INDICATED WITH AN ARROW. I ,{ V \ F' \,u5i1(,.t. $-,.,-1(j \ L 5 `•�`.';<f <t lk SCHEDULING,DRAWINGS,DETAILS,AND/OR SPECIFICATIONS&CONSTRUCTION COSTS. CONTRACTOR TO PROVIDE 1/4"PER Fi.MIN SLOPE OR AS NOTED. 3L r `�fi < \\\ \ Z 3 -F yyp,L`,jt 4. ALl WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY 23. AIA DOCUMENTS A201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, '','%, Y, > F -�\ \ \ �U^}:.�Y <.t0 rU-•2'"..V<O MECHANICS SKILLED IN THEIR RESPECTIVE TRADES. LATEST EDITION, "SHALL GOVERN ALL WORK UNDER THIS CONTRACT AND SHALL APPLY P :l/%; - \ �,`\ t<.. 41.1"m :31 1"1 TO ALL TRADES AND IS HEREBY INCORPORATED INTO THESE DOCUMENTS. I3 S. CONTRACTOR SHALL BE RESPONSIBLE FOR QUALITY AND PERFORMANCE OF ALL -.� C "' _ '"Q y°s,- """`"' 3 ^' ^L� ,.,„,:4,,,„;,{r,3 Y•s"G1E'' if- "A`V F�i MATERIALS,APPLIANCES,AND WORK. ALL MATERIALS, EQUIPMENT,AND SYSTEMS SHALL 24.ALL WINDOWS AND DOORS TO HAVE MIAMI-OADE COUNTY APPROVAL WITH IMPACT CLEAR _ y<Y•.`. E BE INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE STANDARDS AND - GLAZING. f+' i F MANUFACTURERS WRITTEN SPECIFICATIONS,INSTRUCTIONS,AND RECOMMENDATIONS. y� 25.THE PLANS AND SPECIFICATIONS ARE NOT INTENDED TO DEPICT EACH AND EVERY DETAIL. ;, { u O AS THE PARTY IN THE FIELD THE COPT O 6. THESE PLANS MAY S, USED ONLY UNDER SUCH CONDITIONS IN WHICH ALL APPLCABLE RACT R IS N THE BEST POSITION TO VERIFY THAT '• '/ 4D 4 < � T,s.° ti' SAFETY CAWS.RULES,AND REGULATIONS ARE THE SOLE RESPoNSIBIUTY OF THE ALL CONDITIONS ARE COMPLETED 70 PROVIDE A WATERTIGHT STRUCTURE. THE CONTRACTOR CONTRACTOR. SHALL DO 50. �4• C f<'H w4' J °I (� 7. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 26. DEMOLITION NOTES: w 8. CONTRACTOR IS RESPONSIBLE THAT EASEMENTS AND SETBACKS ARE NOT ENCROACHED. A. CONTRACTOR TO COORDINATE WITH OWNER REGARDING ANY SALVAGEABLE ITEMS PRIOR TO OEMOLfRON. ANY ITEMS INDICATED THAT ARE OF 9, COORDINATE ARCHITECTURAL DRAWINGS WITH STRUCTURAL,MECHANICAL,ELECTRICAL SALVAGEABLE CONDITION ARE TO BE BROUGHT TO THE OWNERS - - "+ ✓AND PLUMBING DRAWINGS. ANY DISCREPANCIES ARE TO BE BROUGHT TO ARCHITECTS ATTENTION SO THAT THEY MAY BE RELOCATED PER THEIR DIRECTION. ATTENTION FOR CLARIFICATION PRIOR TO BIDDING AND WORK. B. ALL EXISTING EQUIPMENT AFFECTED BY NEW CONSTRUCTION SMALL BE kw v",.t'3`SRP' ./exe{�xnv.K--.�.. �r�xC"! 7 w...w•.n•.,Z.c. - r�, 10. TYPICAL-ALL WINDOWS AND DOORS TO BE IN ACCORDANCE TO THAT SPECIFIED IN THE REMOVED/RELOCATED. VERIFY LOCATION WITH OWNER. :�W<=•^`'%^.•'V` 1 - Eirjj.. DRAWINGS AND APPLICABLE ITEMS OF CHAPTER 24 OF THE FLORIDA BUILDING CODE. C. CONTRACTOR SHALL FURNISH ALL LABOR.MATERIALS,AND EQUIPMENT TO DISCONNECT,DISMANTLE,REMOVE,AND SALVAGE IN THE DISPOSITION OF ' 11. PROVIDE ALL SITE CLEARING. EXCAVATING TO REQUIRED GRADES AND UNES,BACKFILL, DEMOLITION INDICATED IN THIS PLAN. GRADING FILL.COMPACTION AND DEWATERING AS REQUIRED TO EXECUTE THE WORK.ALL cn FILL UNDER SLABS SHALL BE COMPACTED FINE SAND FILL SET IN 6"LAYERS TO 95% D. -HOLES OR OTHER DAMAGE LEFT BY CONTRACTOR SHALL BE REPAIRED BY O 01 DENSITY ASTM 1157. PRESERVE ALL EXISTING TREES AND SHRUBS UNLESS OTHERWISE CONTRACTOR AT HIS OWN EXPENSE. SPECIFIED BY LANDSCAPE ARCHITECT/OWNER. E. UPON COMPLETION OF DEMOLITION THE ENTIRE AREA SHALL BE CLEANED - W OF ALL DEBRIS AND PREPARED FOR NEW CONSTRUCTION. �k 12. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND LEAVE THE SITE GRADED L::i V 00 AS INDICATED ON THE SITE PLAN OR AS SPECIFIED BY ARCHITECT/OWNER. - F. EXISTING CONDITION NOT SHOWN ON THIS PLAN SHALL BE REVIEWED 13. FINISH GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AND PROPERTY LINES. WITH THE ARCHITECT/OWNER PRIOR TO REMOVAL AND WORK. ho G. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES m 14, FIREBLOCKING:CONTRACTOR TO PROVIDE FIRE SLOPE PER SEC.705.3&2305.1 OF AND SAFETY BARRIERS AS REQUIRED BY WORK INCLUDING DUST CONTROL F.B.C.TYPICAL THROUGHOUT RESIDENCE. MEASURES. 15. REFER TO ENGINEERING DRAWINGS FOR ALL ENGINEERING INFORMATION, H. CONTRACTOR SHALL PREPARE ALL EXISTING SURFACES AND CONDITIONS - a AS NECESSARY TO RECEIVE ALL NEW WORK AND SHALL ALSO EXAMINE 16. ALL RAINWATER NWATER SHA PERCOLATE IN THE GRASS AREA(GRASS)OR AS NOTED. ALL SHEETS AND VERIFY ALL DIMENSIONS BASED ON EXISTING ~ 17. ALL WORK SHALL COMPLY WITH CHAPTER 10&38 OF FLORIDA BUILDING CODE AND CONDITIONS AND SHALL CONTACT ARCHITECT FOR CLARIFICATIONS OR NLL 101. TYPICAL THROUGHOUT THESE DOCUMENTS. INTERPRETATIONS AS NECESSARY FOR A COMPLETE JOB PRIOR TO WORK. - "� .............. -' - ""' .^. ......... .._.... ,_, .... ,...........V ...V. I. ALL EXISTING STRUCTURE&DRIVEWAYS TO BE COMPLETELY DEMOLISHED 18. ELEVATIONS SHOWN ON THE PLAN REFER TO NATIONAL GEODETIC VERTICAL DATUM UNLESS NOTED.SITE TO MAKE READY FOR NEW CONSTRUCTION. REFETi (N.G.V.DJ. TO SPECIFICATIONS FOR MORE INFORMATION. 19, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER J. CONTRACTOR TO TAKE COMPLETE CAUNON AND CARE TO ALL EXISTING U APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE UTILITIES(OVERHEAD AND UNDERGROUND.) �( TREATMENT TO NEW CONSTRUCTION--ALL NEW STRUCTURES SHALL COMPLY TO SECTION 1816 OF F.B.C. K. CONTRACTOR TO PROTECT AND PRESERVE ALL TREES PRIOR TO r 20. UTILITY NOTES DEMOLTION.VERIFY EXISTING LANDSCAPING W/ARCHITECT PRIOR TO ZONING INFORMATION �]�� F� DEMOLITION AND WORK. EXISTING 1SUR�EY O A GENERAL CONTRACTOR TO VERIFY EXACT LOCATIONS OF THE FOLLOWING OUTSIDE THE PROPERTY LINE: L CONTRACTOR TO COORDINATE ALL ARCHITECTURAL,MECHANICAL, MU-5 ZONING: CITY OF SOUTH MIAMI WEISS 1. ELECTRIC SERVILE STRUCTURAL ELECTRICAL AND PLUMBING DRAWINGS W/EACH OTHER. T.O.D.O. 2. WATER MAIN ANY DISCREPANCIES TO BE COORDINATED W/ARCHITECT PRIOR TO START N.T.S. 3. TELEPHONE - OF WORK. _ NORTH FLOOD ZONE: X LOT AREA: 25,011 S.F. WW REQUIREMKNTS ALLOWED PROVIDED _ r� 100 Fr.FROM SIDEWALK 100 Fr.FROM SIDEWALK BUILDING HEIGHT (WITH T.O.O.D.BONUSES BELOW) FRONT SETBACK 20'-0"ABOVE 4TH LEVEL 20'-0"ABOVE 4TH LEVEL BUILDING CLASSIFICATION ' REAR SETBACK # 20'-0" 20-0° _ _ __ _ - 11 SIDE SETBACK -.0. ) n OCCUPANCY=MIXED MEANS OF EGRESS: FIRE EXTINGUISHER CALCULATIONS * FOR THOSE PROPERTIES THAT BACK UP TO PUBUC OPEN SPACE OR EASEMENT. I o BUSINESS GROUP B CLASS"A"FIRE EXTINGUISHERS MUST BE PROVIDED BUILDINGS MAY BE BUILT IN REAR TO WITHIN 5'.OF THE REAR PROPERTY OR MERCANTILE GROUP M OCCUPANCY.LOAD PER FLOOR AT 1 EXT./11,250 SF RATIO. EASEMENT UNE. - SPECIAL STORAGE AUTOMOBILE PARKING GARAGE I 1 - RESIDENTIAL (FBI 1004.2.) t -MIN.NUMBER OF REQUIRED EGRESS STAIRS=2 FLOOR(SF)/11,250(F.E./SF) =3(F.E.)PER I BLOC.AREA -MAX,TRAVEL DIST.:300 FEET SPRINKLERED I = BASEMENT LEVEL PARKING= 10,849 S.F. - -MAX.DEAD END CORR.LENGTH-50'-0" ADDITIONAL"B"AND"C"MUST BE PROVIDED IN THE PARKING REQUIREMENTS PER SOUTH MIAMI I m GROUND LEVEL(RETAIL) I 4,040 B.F. - FBC TABLE 1004 POLLOWING AREAS: GROUND LEVEL(RESIDENTIAL = 1,080 S.F. ( ) SECOND LEVEL(PARKING) - 18.570 S.F. STORAGE ROOMS.ELECTRICAL AND MECHANICAL I a O THIRD TO FIFTH LEVEL(PARKING) =61,617 S.F. COMMON PATH OF TRAVEL-75'-0"(FBI SEC. 1004.1.3) ROOMS,KITCHEN,SCIENCE LABS,TELECOM CLOSETS, PARKING STALL SIZE=9'-0"x 18'-0" PARKING REQTRA�NT SIXTH TD EIGH LEVEL(OFFICE) =53,298 S.F. AND COMPUTER LABS. AISLE SIZE-23'-0" HANDICAP STALL SIZE= 17'-0"x 18'-0" TOTAL PARKING REQUIRED=230 STALLS / j/ / / 0 CALCULATION OF ROOM CAPACITY FOR TOTAL OCCUPIED AREA OF MULTISTORY BLDG. STAIR CALCULATIONS - RAMP SIZE WIDTH 22'-0" (INCLUDES REQUIRED 5 HANDICAP PARKING STALLS) / / / �/ // � Lu F u q 58,418 SO.Fr. EXIT PURPOSES: STAIR CALCULATIONS BASED ON EIGHT FLOOR BASED ON NFPA 101,NOTED ON EACH TYPICAL PER PARKING ROOM. OCCUPANCY: THREE 3 USES: 59.PARKING REDUCTION DUE TO ARCADE& / TYPE OF CONSTRUCTION =TYPE I(FRG TABLE 5001 TOTAL No.OF OCCUPANTS 178 () 20%REDUCTION DUE TO THREE USES. -NUMBER OF STORIES-8 PROPOSED+BASEMENT LEVEL MIN.OCCUPANCY IDA D(FBC TABLE 1003.1) / // /% /// / , =W - -MAX.NU ALLOWABME BL GF EPoES UNLIMITED-NO LIMIT RETAIL FICE 100 CROSS SEX4ITINCC�HES TTY 178 OCCUPANTS z 0.30 INCHES= OFFICE SPACE= 1 STALL PER 250 S.F. TOTAL NUMBER OF REDUCED PARKING=58 STALLS i �/ %/%�/// /� j j/j /�% %// /; j/// {j% L)j PARKING GARAGE=200 GROSS TOTAL STAIR WIDTH REQUIRED 54 IN TOTAL OFFICE SPADE-53.298 S.F. % '' -RFSIOENLTIAL=200 GROSS - "- ... - TOTAL PARKING REQUIRED=214-STALLS_ TOTAL PARKING SPACES REQUIRED= 172 flRE RESISTANT RATING(FBC TABLE 500) PROPOSED(2)TWO STAIRS o0=C]o0e0opopop e0 op popcO0000aooOo O"O= NOTE:BUILDING IS FULLY SPRINKLERED EXIT TOTAL CAPACITY= 176 INCHES PROPOSED RETAIL TOTAL PARKING SPACES PROVIDED=221 \ I I m -EXTERIOR BEARING WALLS-4 HR. FINISHES RETAIL SPACE- 1 STALL PER 300 S.F. (NORM&SOUTH WALLS)NO OPENINGS EXIT CALCULATIONS TOTAL RETAIL SPACE-4.040 S.F. _- d Z TOTAL PARKING REQUIRED- 14 STALLS EXTRA PARKING SPACES-49 -a--------------------------------------------c--------------____--------- _ F$A 4 HR.(EAST&WEST WALLS)NO LIMIT ON OPENINGS LACE FLOORS SURFACES WHICH MAY BECOME REQUIRED = 178 OCCUPANTS z 0.20 IN=36 INCHES -EXTERIOR NON BEARING WALLS-INC(NON SLIPPERY SHALL HAVE A NON-SLIP IMPERVIOUS PROVIDED NORTH DOORS= 36 IN RFSIDENTIAL COMBUSTIBLE) FLOORING.E.G.TOILETS&CUSTODIAL CLOSETS. PROVIDED SOUTH DOORS=36 IN RESIDENTIAL SPACE-2 STALLS PER UNIT t� -FIRE WALL 4 HR. -ALL CUSS SHALL BE TEMPERED OR LAMINATED, TOTAL PROVIDED-72 INCHES TOTAL RESIDENTIAL SPACE= 1,080 S.F. -INTERIOR BEARING WALLS=3 HR. UNLESS LOCATED IN A RATED PARTITION WHERE TOTAL PARKING REQUIRED=2 STALLS -COLUMNS -3 HR.(SUPPORTING MORE THAN / FLOOR) WIRE GLASS SHALL BE USED. OTHER REOUIREMENTS' S.W. 62nd. AVENUE -BEAMS -3 HR.(SUPPORTING MORE THAN i FLOOR) -MEANS OF EGRESS SHALL BE CLASS"B"OR BETTER. -ALL DUCTWORK CROSSING CORRIDOR WALLS SHALL --------------------------------- -ROOF AND ROOF ASSEMBLY-1 HR. -ALL OTHER SPACES SHALL HAVE CLASS"C" HAVE SMOKE DAMPERS -FLOOR SLAB=2 HR. FINISHES OR BETTER. T.O.D.D. BONUSES • PROVIDED BONUS ARCADE 5%PARKING REDUCTION. AREA OF ARCADE NOT COUNTED IN TOTALS PLUMBING FIXTURE CALCULATIONS UNDERGROUND PARKING ONE(1)ADDITIONAL OFFICE FLOOR DEMOLITION S9JL1 OCCUPANCY MALE MALE MALE FEMALE FEMALE OftiNMNC MORE THAN THREE USES 207.PARKING REDUCTION SCALE;1` 30`-0P FO TIES BASED ON FPC WC URINAL LAYS WC LAVE FOUNTAINS - NOATH TABLE 403.1 PUBLIC PLAZA ONE(1)ADDITIONAL FLOOR RED. PROV. REQ. PROV. RED. PROV. RED. PROV. RED. PROV. RED. PROV. - FIRST FLOOR UNISEX HANDICAP TOILET PER EACH RETAIL SPACE. () RETAIL SPACES FULL FRONTAGE ONE 1 ADDITIONAL FLOOR NO E: ' DEMOLISH ENTIRE BUILDING&OTHER ITEMS BELOW GRADE. SIXTH TO EIGHTH FLOOR "CROSS-THRU" ONE(1)ADDITIONAL FLOOR OFFICE SPACE 2 2 1 / 2 3 2 3 2 S 1 2 ti - SWEET 89 MALE TOTAL BONUSES= 4 EXTRA FLOORS&PARKING REDUCTION 89 FEMALE A-1 REFER TO EYSItAC.SUAVE. —E4ISTJNG POWEP,POLE LOCI-INC,PAVERS �1111111ATII N SfSTEM- PEFER. R SEES TO EXiSTII:G SURVE, FPIFEN TIl DI-11 THIS SHEET E., TO CIVIL DRAWINGS 4&- 1 - ------------------------------------—--------i-------------------------------------------------------------- ------------------------- ------- ---- --------------------------- ------- 7---------- /L x, PLAZA,,'. TOP OF FINISH N. VD.) STAIR*1 STAIR#2 E,4 FEN 84'-4" 28'-8' 66-2" m OD Go Q1 /TCOCILING TOWERS IT FLAT ROOF ELEVATOR FLAT ROOF 0 MACHINE ROOM ED,❑ In z= � ) I _ � o f � l i 1.Z, aq �PARAPET WALLS----------- F1 FTHI I L NEL C6 0 LLJ �-J ROO PARKING L ............ I 0 L I IF- cf)a N00'DO'00"E 200.00' (R &M) co �—CURS CUTS- REFER TD CIVIL DRAWINGS —7�.PBGUTS- REFER TO CIVIL DRAWINGS a. PEE MANUFACTURED CQMCIITI INT1,1_00KINI ormAL PAVER SYSTEM OR BPIF.PAVE'S ON I SAND BED ON 0 1 FIE CRUSHED COMPACTED ROCK LIY ES COMPACTION)SUB-BASE SHALL BE WELL DRAM ISO AND SLOPED AS INDICATED,WITH 6"8"CONTINUOUS CONCRETE CLIPS WITH 2#5 CCINJIIIKUS EDGE RESTPAINT S.W. 62 nd. AVENUE —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—------------------------------ FOATS STRUCTURAL. SITE PLAN 71,.7 IDI 11ACIGR IQ COOPOINATE ALL ARCHITEC%R TYPICAL INTERLOCKING PAVER DETAIL MECII"CIL, 11J1111111 AND ELECTRICAL,0.1111-�'- wl EACH OTHER ANY DISCREPANCIES TO BE CCORCIN'DASTCE'07111, SCALE: SCALE:1/2'�V-0" ARCHITECT PRIOR TO START OF WORK& SIDDIIC (r,'FICAL). A-2 aaECSasa®abs ( I , (2, 03, (41 ( 5) C6 ( 71 (S ) (9) CC j DD' EE a-Ie+ a Iao ,6 29'-0" - 1.S'-'2" 29.-0- I I I ' I c j w I i I I Iar-,0° I i 6 - -_ -_ -- -- -- -- ' - - - -- - ti` - - - --- -- -- x .. STAIIZ•1 —� ® ® ® ® ® ® ® AII2 2 - E ! _ I I i � I La's J 1` ELEC. TRANSFORMER: ROOM VAULT ROOM w W 5 2 5 9 0 3 ( I s m �D I�t O O O -- 1 ° L L L U O C w A0. �' ! O A.D. ! O a.c. 00 � I s - i 1: i J'-0' =G 3 PAIIING SPACE 0 9 O"=2J-0 0 3 PARKING SPACE®9'-0'=2]'-0" +0 ,fi-2- -0 3 PARKING SPACE ?'-0"=2J'-0" ''0 3 PARKING SPACE 9'-0'=ZJ'-0" .p ]'-� 1 TOP OF STAR v) j RAMP ON TOP OP 6'WRII /� O SLOPE=6.R3� I I-)3'-O" I H SL. v A ,1v1A% j i �d-16 2> I I I AA 5 'I:1 i 13�-5 '�0- ^_J'-0- '!0" 3 PARKING SPACE®9'-0--27-0" 'IO" o_p• 72'-2- I 22'-0' Oy Lu 3 W ! 6) C) lJ O 0 EI�v 0 -TE Er v. STD. E .I ! ) j ELEVATOR LO Y III LU I� ti roe or sloe ! w I 42 AF F. SLOPED WALL GV I / I CO ___. ,._. .__ ..__ _ _ __ ._-.__ .._ ___ _..__... ___. ..._. _. m m D) a 'la-D" (-') 2r-o- +o \\_ \'\,iz\o•,� 'o n'-6- 1 a v'-0" .G a,-3- mPr� i I ELI O I I I �/ I i / 1 I• G 5'-i" rE' 3 PARKING SPACE A 9'-0 2J'-0' 22'-2' S'-a 6' 8"' 18-10" 8" 62-3' I B. 22 0" 8 1!1?-3`t : 8" (, A STORAGE is STORAGE i: ( DOMESTIC& - I a ... = FIRE PUMP ROOM r.o —_ _—_ _-- ---_—_ ---- { — 2]-0" 2J'-0" 27'C. 01 2J-0" 0 .-A S" 0- 1 3 5 I: E� 20 K a a - T OP SLAB 9 SIDETAIE - � 2 e.!a a'n.clo.10'-0"1 BEAL 29'-0" 18•-2- 29.-0. 2?'-0' 29'-0- 16-6.. -O. CG\ DO EE' C) l D) C) l 7.) lam) ®ATE MOTE: II ITEF.IOF.DO�]PS S FPFLIES SHALL BE HOLLOW METAL STAIF., NOTE: ALUMINUM I'-MOP STOREFP.ONT AND FIXED WIN C-SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, EMERGENr'i GEIiERATOR ELECTRICAL,MECHANICAL St ELEVATOR BY CCI GP.APPROVED EQUAL-ALL PATH CLEAR IMPACT GLAZING. MECHANICAL.PLUMBING AND ELECTRICAL,CML�4 LANDSCAPE DRAWINGS BASEMENT LEVEL PLAN � M4f.H.IIJE DOOM)OOPS SHALL BE E-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DARE Y!/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W% NOTE: FOR A!L LOCPTIOIJS OF FIRE TED �19EET OTHER. II ITERIGP DOORS b.FRAMES SHALL BE 'C'-LABEL FIRE-P.ATED. COUNTY PRODUCT APPROVAL. ARCHITECT PRIOR.TO START OF WORE:&BIDDING(TIPICALI. WALLS.P.EFER TO SHEET A-3O SCALE:1/W=1'-0D NORTH �_3 G) (D G) EE 1-0" 16"-8' 29*-0' 29'-0" I 18'-2" 29'-0" 29'-0' 29'-0' 1'-O'erb ------------------------------------------- ------------------------------- ----------------------- —-—-------------------- -------------------------------------------------------------I ------ PLAZA... P OF,MSK x +13 N+G�V.�.) /9 9 20' 0 13'-2! 42'-2"". >1 '21-., 9 0 a. iv�a x" 70 zJ -3' Z�4, 5.- 'X-Oz'�5.-�t z -3'Xv-c"" *-3" 2'=O" 5'_3 3' v 0 2!:'L 6.3 -0, S'-,. 2'01", 7'2' '3�41 V�1 �iSl 0 V-k 2, -0 -3 2'-0' 5- 1: ll*-'s' 0 F BUILDING —E F_T. --------------- S 2 x \x pl� x. V EXHA FAN US�F- > REFER TO MECH /DRAWINGS X PT4 2 ---------- Z_ ---------------- ------L cl 0 (D AO A.D. 00 TOP OF SLAB SWPE=6,39% RAMP UP I J1, 27'-0' '--aL 9' 72'-2" IS- 22' ,-42'LOW WALL m L 5" F.D�H.C.El FV. ELEV. -H CROSS TRiU4LLAZA: 42"LOW i TCtqf/ SLOPED 7 OF OP WALL -o- __j FTRF OMMAND ROOM 16 b 22'-4* a- 39,-c 78' O.J 27'0 7'-8' 71-10*a" 22 a EX IT FAN Lu REFER TO a HIT'NECK DRAWINGS F----------— rou� R97ER TO ..MECH.- 7. DRAW S aq W 22'-0' a" 17*-2* 22'-0" 7'-11- Blit 27'-0* 17'-2' F5-2-4`11- FIR RETAIL#1 RDI'AIL#2 LOBBY RETAIL#3 RETAIL#4 P'F !OF "1 01 SL RH ATOP OF N.G) EL-.01 N.G.VA) (.E'-g'N.G+VX.) All 7 �7 RESIDEM L4LL 1-BEDROON APT. DUMPSTER. AREA L-.1 A�F;lli I v01 o ......------------- 17 77 Lu EL L) L 22'-5" -4*, 17'-r J 22'�' --------------------- 17'-4' U) < PRCV'EhlTOkS. r, > lj FTFFC�- :--1 WIN CID Ali tJ I OL. 6 J, 3 A", 22'zb s' 10 2i, -0 �o. 3 5 3"'. 4 w"'i ARCADE 77_77� A A �2 ------I/-------------- 14L ------------------ - --------------P�TING-WEi----------------- Pl_AN'ONG MMAL AREA REFER TO LANDSCAPE PLANS REFER TO LANDSCAPE PLANS a� 1'-0" 16._8. 29'--0' 21•-0- 2S'-0. 29'-0' 198'-6° LINE OF —STREET CURB LINE OF 41 STREET CURB UNE OF —STREET CURB CANTILEVERED CANTILEVERED CANTILEVERED BUILDING ABOVE BUILDING ABOVE BUILDING AIM 08 BUILDING ABOVE O -IP B.-I 17, E�. ,b-0 6. Ird, �--CUR. GROUND FLOOR PLAN NO- INTERIOR DOORS FRAMES SHALL BE HOLLOW METAL STAIR, [N—: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE [�N�OTE:7CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL MECHANICAL.PLUMBING AND ELECTRICAL,C_ oiauoae EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL&ELEVATOR BY CG OR APPROVED EOUAL-ALL WITH CLEAR IMPACT GLAZING, ECHANICAL PLUMBING AND ELECTRICAL.CIVIL&LANDSCAPE DRAWINGS HAVE W EACH 'SC , TO MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO MIAMI-DARE /EACH O�HFR. DISCREPANCIES Z BE W/ SCALE:lT8,Z;V-v NOTE_ FOR LOCATIONS OF FIRE-RATED AR I ID ANY DISCREPANCIES TO BE COORDINATED WALLS, LO W START REFER TO SHEET A-30 OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL RRE-RATED. COUNTY PRODUCT APPROVAL. ARCHITECT PRIOR TO START OF WORK 8,BIDDING(TYPICAL). NORTH 0 0 0 0 0 0 0 0 G) CC j DO j ET 190'-6" 29'-0" 29.-0" 15'-2" 29'-O" 29•-0" 29'-0" I I I I I I I I I j I I I j I I I I i 1 I I I �QQ I I I j I ' I I I GrWy.'II 5'-}• '- 5'-3" '-0; 5'-3" '-0" '-3" '-Oi 5'-]" '=0" 27'-0" '=0' 7'-Z" 3'-9" 5'-3" '=0" 5'-]" --0" 5'-3' 5'-3" '-0" 5'-3' '-0' S'-3" '-0" 5'-3" '-0" 5'-3" -0; S-3' '=0; 5-3" '-0" 5'-3 '-0' S'-}• '-0" 5'-3" '=0" 7m . -- __S _ STAIR 1 LINE MOVEF BUILDING V 'I - E%HAUST FAN- •j - i ,1 1"'1 _ RRAWI TO MECH. DRAWINGS n _ I I r a O O 5 6 = 9 /\ 2 < PIZ 3 6 A.F.F.SLOPE AD. LOW WALL j AD' 00 �;::I. O W 8 9,-0" 7'-0" '�0 2J'-0" '�0 J PARKING SPAC O -0"=27'-0" +0 7'- 0'-a" '1p J PARKING SPACE 9'-0'=27'-0" 0 3 PARKNG SPACE O 9'-O"=27'-0" '�0 3 PARKING 5 ACE O 9'-0"=27'-0" "-0 7'-0" 9'-0" "B" " 'RAMP UP TO THIRD BOOR RAMP UP Io I ! SLOPE-6Z9% 1 q Q I � ''0' 27'-0" '-0" J PARKING SPACE O '-0 27'-0" 'TO" 9'O" JB'-2" 8'-0 12'-0' 9'-0' 0" 27'-0" (36 O J O O ELEV. v �. . \ (I5 l J U ELECT ' TOP OF SUB w C, TOP OF SWB : p - p At SECOND OF. RM. '� 1 O O .I AD. ELhl6'-9" - o ELh DCONOD PLOUP. °I W 6" J'-8' t0" 27'0" 10 1 ^II _ m A.O. j�20) C�7) . ELEVATOR LOBBY 21 h^BD ��Fr 1i .._.-_-------- __.__.. _-_.__.-_ _._.-q.,___-._--__- ._.____._ ._._. ..___-___._.__ 8 IS., (35) 27'-0" m 78-2. ....... .... 0.... 27._0. .-0 2J'-0" (-�I) 16'-0' _ H I 6' re 3'-6"A.F.F.SLOPED LOW WALL :: N o RAMP UP � HH SLOPE-5.75% 22) BH A-IJ I ', hlY 1'_a• f Q wl 8 I —.-_._---5.'h--}---•----._.-_t----_ .--_._-m._--. -®-_-_ --- 13 9 PARKING NG_S_PA O 9'-0>",... 27'-0" .— 6 6*..'-_-a"3 PARKING SPACE O 9'-0"=27'-0" '=" 3 PARKING 5 ACE O 9-0 =27-016'-0" 8 3 PARKING SP O 9'-0" 27'-0' ''0 3 PARKNG SPACE O 9'-0' 27'-0 9'-0' A.D.f O A0. _ ui . ._._ -.--.-- - Q EMERGENCY(3� � 62 GENERATOR V c o pp: T ROOM BEI BELOW STO. a iL 3" J'-5" 5 4-5" -3- - 1 -8" '-0" -2" -0" 29'-0" -0" 6' 29' 29 4 I m I O O d DATE= NOTE: INTERIOR DOORS A,FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, ��®�� ®®� EMERGENCY GENERATOR,ELECTRICAL.MECHANICAL k ELEVATOR - BY CGI OR APPROVED EQUAL-ALL W111i CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL CIVIL&LANDSCAPE DRAWINGS 18J� MACHINE ROOM DOORS SHALL BE'8'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MVN9'=DADE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ NOTE: FOR ALL LOCATIONS OF FIRE-RATED $bUEET OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK k BIDDING(TYPICAL). WALLS.REFER TO SHEET A-30 SCALE:11P=1141 NORTH A_L 0 0 0 0 0 0 0 0 0 CC. j DO I E8 I _ e-u o-20 198'-6' 29'-0' 29'-0" 18'-2' 29'-0' 29'-0' 29'-0' 16'-8' 1'-0 i I i I i Q I I I i I W S'-}- i-0' S'-3' -0i 5'-3' '-0" •_}• '-0' 5'-3' ?0' S•_J• '-0' S'-3' •-0i 5'-3' '-07 5'-3' 20'-2' i 5'-3" '-0' S'-3' - 5'-3" '-0. 5'-3' 'TOT 5-3' '-0' 5'-3' '-0' S'-3' -0' S'-J' -0i 5'-3' '-Oi 5'-3 '-0i 5'-3' •-0' S'-3' =0i 5'-3' 11'-S ! I�CyI I m I I ~ I m Im STAIR 1 i j I j j O _ I 6 5 6 10 III 13 a 7 8 9 CIS _ _- 1. p 0. i.. o. AD. Go 27'-0- -0 3 PARKING SP O -0 =27'-0 +0 16-2- G1.0 3 PARKING SPACE 9'-0'=27'-0' '?0 3 PARKING SPACE 0 9-0 27-0 110 3 PARKING S ACE O 9'-0--27'-0' '-0 7-0 9-0 8 OD I(23) l b (RAMP UP FOURTH Fi00F RAMP UP TO � O 'I SLOPE=6.399. A-1e j � N e-16 C2. V-a '=0' 27'-0' '.0' 3 PARKING SPACE® '-0 -27'-0' -0' 9' 0' 30'-2' fi'-D 12'-I" 27'-0' =0' 14'-B' B' . III I I I I M (n� �) �� 1211 22� I U ...// ,J IO ELEVI i EL V. �/ zs) ELECT. 91' _..•.•I.I.-- ------ A g--g iZ—_ ----- B6'O€1.i I I I',! - ---3-'-- .3-_7.-(-(p J 4^-a5 O)I i l I I 1 I i m 0 (y) 1.-4EL- 2\(0 4 3�)0 1-4- ®,0.D V O I!I I� ®I� r� ® I]�I i I� m- ' 8" R MTOP OF SUB .. j I Ii i: ®.n.�-: -T-EOL-P a 2O.iP.•._:S OP(�F 3 S�L B p R FLO TIT 7'—B' 10' 27 10 La21'-6' A.D. VATOR (' PA)G.D. LOBBY y I I Ij j '.. -----,'�I ---O F (a U O W 7 1Q 1`n�•. Y H U< Q O C�Ern Lg b O ELE 27 1 -0 27'-0- 78'-2' 27'-0' B' i"o •I RAMP UP SLOPE 5.75% 5'-6' 6'-' 3 PARKING SPACE 0 9'0'-27'-0' 3 PARKING SPACE O 9'-0' 27'-0' '0' 9'-0' 3 PARKING SPACE O 9'-0'-27'-0' 3 PARING 5 ALE O 9'-0'-27'-0' S'-2" fi'-4' S-6' 1 B' ' C p A0. 36 ]S & ls Z STORAGE STORAGE a m ------ ® m STD 1'- BEAL 3' 0 Z8'-4' 33 S 1.-4 -4. 1,-4. ,_4 1-4 ' �4'� S.- " 55. . '_ 5 . ' 33-54•1-0" 16'-8' 29'-0' 29'-0' 18'-2' 29'-0' 29'-0_ 29'-0' 16'-8' 1-0'? 198'-6" O O 'l O O O O DATE NOTE: INTERIOR DOORS k FRAMES SHALL BE HOLLOW METAL:STAIR, [NOTE: ALUMINUM E1(TERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL PRCHRECNRE.STRUCTURAL, EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL dt ELEVATOR BY CGI DR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL,CARL&LANDSCAPE DRAWINGS mvTD� TT ®�� T A AT NOTE: FOR ALL LOCATIONS OF FIRE-RATED MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-OADE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ THIRD IR FLOOR LL"S_Lr OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL. ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). WALLS,REFER TO SHEET A-30 SCALE:iMZ1'-0" Nol\RI HI �_6 O O (D (D CC - 1-16 98'-6' 29'-0" 1 29'-0" 18-2" 1 29'-0" 29'-0" - 29'-0' 16-8" 1'-0'^ - I i I I I Qli I I j i i I I j i t i a 11•_3• S'-}• -0" 3'-]" '-Oi 3'-3• '-0' •_}• '-0' 3'-3' ''0" 5'-3• '-0' 3'-3• '-0' 3'-3" '-0' 53' 20'-2" 5'-3' '-0; 3'-3' 3'-3- '-0' 3'-3' 'TO' 3'-3' 7-0' 3'-3' •-0' S'-]• .-0' S'-}• •-0' 3.-3' •-D' 3'-3 '-0' 3'-3' '-0' S'-3" -0' 5'-3' .11'-3" m STAIR 1 ..:. ... .:. � r� � � � � � STAIR 2 E'+ I I I I j `o PdY J 6 I I^7 8 10 12 �) .. O O I. ..i.. 1..O 1 V:D 1:. A.D. A.D. B' 9-0' 7'-0" '�0 2]'-0' '�O 3 PARKING$PAC O '-0'=27'-0' '+0 18'-2" '+0 3 PARKING SPACE 9'-0"=Z7'-0" '+O 3 PARKING SPACE O V-0-=27'-0' '+0 3 PARKING S ACE O 9'-0'-27'-0' '�0 7'-0' 9-0' 8' 00 (50) RAMP UP TO FIFTH FLOOR RAMP UP (i3) 'I v SLOPE=6.395 b I: AM _ M trte (s9) �) Fri 8- 14'-8' '-0' 27'-0" 0" 3 PARKING SPACE O '-0 -27'-p' '+0' 9'0' 38'-2" 6'-0 12'-0" 9'-0 0- 27'-0' O" 14'-8' ._ ------ ------ — ---- - -1 --.1- ------------ -- -------- — ----- ----- ? --- ---- ------ - - - ----- ---- ------ ----- ----- - --- -------- --- --- c (� U (s) 20 CIFL C j j 2s1 ELECT. RM. OR OF sue O 44 'I O TOP OF SUB T FOURTH FLOOR G - •I A.D.m AT FOLRtTN FL OR 8' 7'-8' 10' ...... 27 0' 10 �� Lt31'-0' m A.D �) eu.as-s' I' ELEVATOR LOBBY 'toe oe sus P i - - ----- ---- -- -- - -- -- -- - --------- -------- -------- -------- - ----------- --- ,6) m (27) 18'-0' `� 27'-0" 7B'-2' 27'-0' '-0 2T-0' 1B'-0' B' N I I I I � RAMP 5. I: BB SLOPE=S.J59. �'28) HH 1-17 I I 1-17 - 'il I I 8=- V-6' 6'-4'. 6'-2" J PARKING SPACE 0 9'0'=2T'-0' ',p' 3 PARKING SPACE O 9'-0'=27'-0' '1p' 9'-0' J'-10' 3'-4' '1p' 3 PMKING SPACE O 9'-0"=27'-D' 'a0 3 PARKING SPACE O 9'-0-=2J'-0' '�0' 3 PARKING 5 ACE O 9'-0'=27'-0' 1 6' 2 B'-4; 5'-6- B" Q .. _....�\ I.. A.D. ------ 410' o AD. O A.D. _-._.-.-.-_ ._._._._- rl -._._._._._._._ .. t .__.-_ _._.__.__ ,`.U `�) (JO) 391 38 �37 36 `✓ � 33 �22L (V') 3J (9) J 0 m •i ,i u) o STORAGE o Q Q Q S STORAGE x I � d 1-4' 1'-4" -l' l•_4• 1'-4' y--1•-6• •_4 1• l• • • ' ' - 1'-4 1 1'-4'.- ®EAA�5' S'-3' S'-J' 4'�S' S'-S" 5'-3' -3' S'-3' 4'+p" S'-3' S-3 S'-J S'-3' 4''0' S'-3' I1'-3' 28'-4" 8'-11 5'-J' S'-3' S'-3" 4=0' S'-3' S'- 9'-3" 5'-3' 4'3' S'J' 16'-e" 29'-0" 29'-0" 18'-2" 29'-0" 29'-D 29'-0' 16'-e' 1'-0'-'! 198'-6' O O O O O O O O O 10 ATE NOTE: INTERIOR DOORS&FRAMES SHALL.BE HOLLOW METAL STAJR, [NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, FOURTH I$, FYJ®OR rLL'�.Lr EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL& ELEVATOR BY CGI.OR APPROVED EOUAL-'ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DAOE W EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ NOTE FOR ALL LOCATIONS OF FlRE-RATED OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FlRE-RATED. COUNTY PRODUCT APPROVAL. p CHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). WALLS,REFER TO SHEET A-30 SCALE:1/8"=1'-U° NORTH - - os�oro�ea-ao•3 . O O O O O O O O O ouumc CC j DO EE - rte r16 1-ea I 798'-6' I 1 29'-0" 18'-2' 29'-0" 29'-0' 29'-0" 16'-8' 1'-0 I I I I i 0 j '-0' '-3' '-O' S-}- '=0" 6'-3' '-0' S'-3" '-0' S'-3' '-0' S'-3' I 20'-2' i 6'-3' 2'-0' 6'-3" S'-3' '-0" 5-3" '=0' 6'-3" '-0' 5'-3' '-Oi 5'-3" '-0' 6'-3' '�0� 6'-3' '-0' 5'-3 '-0' 5'-3' '-O' 6'-3' '=0' 5'-3' I I H I I I I I I •1 M ^ I� i ^ --- - -- _ E� E� E� E� --- ----� E� -. --- --- ----------- -- —---- �. STAIR r _ i W 51 52 5} 5 6 f0 I1 12 13 14 I � 9 9 5, 6 ! - —----- --- ------ - - ' s - U . I < A0. AD. 7'1' '=0 27'-0" 3 PARKING SPACE O 9'-0'=2Y-0" '10 16'-2' '10 3 PARMNG SPACE 9'-0'=27'-0' '?O 3 PARKING SPACE O 9'-0'=27'-0" "0 J PARKING S ACE O 9'-0"-27'-0' '+0 7'-0" S'-0 d (v0) RAMP UP FROM FOURTH FLOOR (Z3) :I SLOPE=fi.39R !' •j j s O 1-16 8 14'—B' 2 J PARKING SPACE O 9'-0'—27'-0' '-0 9'-0' 38'-2' 6'-0 12'-0" 9'-0' '-0" 27'-0' I (aa) O (9) za I ELEV. E I II. WA a v I' ELECT TOP OF SLAB OP OF SLAB A.D. `� ST FIFE FLO 1T PIPfR PILOR m A.D. 8' 7'—E" 10' 2]' 0' m 10 \\ tL ELEVATOR L+aD'—e• 6—o LOBBY A H� I sL+ I F-6 GV Boa. o v Lai A.F.F.SLOPED !(`]1 . 8 - 18•_0• (vb) 27'-0' LOW WALL 78•_y 27'-0' roll 27'-0' / N I I j i •I I I 1 1 •I ::: UP I 5 - I RAMP (a I' 'I C) ,I HH ry SLOPE�B.]SR BB '"0' 3 PARKING SPACE O 9' 0'=27'-0' ''O" 3 PARKING SPACE O 9'-0' 2Y-0' '!0' 16'-2" '=0' 3 PARMNG SPACE 9'-0'a 2]'-0" '-0 ]PARKING SPACE O 9'-0" 27'-0' '-D' 3 PARKING ACE O 9'-0'-27'-0' ' -4• H' j nA.p' AO —LINE OF BUILDING ABOVE d p c / \ 1 -------------- ___ ___ _ _______ ____ ____ _ __ __ _ ______ _ __ __ _-____ 0 � 1 C) l91// / ,_A �39) / �' \ 3) / 36 35 (3i� 33 J `-�� I O=W (J i �\ \ j v)U Z 1 i" w < < q ." A.d• j % a o n.a. ^ j F m � Ll j MEAL 94'-2' 1 28'-4' 76'-0" 16'-e' 29'-0' 29'-0' 18'-2' 29'-0' 29'-0' I 198'-6' I i _ rm j � i rte I r2o i O .O O O O O O O O DATE NOTE INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, [NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, FIFTH ��®�� PLAN S- EMERGENCY GENERATOR,ELECTRICAL, MECHANICAL&ELEVATOR BY CGI DR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING, MECHANICAL,PLUMBING AND ELECTRICAL,CARL&LANDSCAPE DRAWINGS LAA.Il�VI I�� ^I NOTE FOR ALL LOCATIONS OF FIRE-RATED MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMIYDAOE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ WALLS,REFER TO SHEET A-30 OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL. ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). SCALE:1/8'll:l - L�11J . NORTA A-S DO 1-18 - 6-10 1-Zp 29'-0" - 29'-0' 10'-2" 1 . - .____-�..f o m_I______._.---..-9M-9-_-_-.-_--.-.-- 8 6e� I..i r I i I I r-9 4-•o• m---O 1I j I i I i i i i I I I I I i i I,i!I i. ----------I---e-e L ----86'-6O'9i!ai i i!i i i i I i I i I j i i i'Ii I I i I»-1o' - ---n--- ----I-- O`-i i i I I I i�I�!i I I i I I,I i I I 1 I I --- i.q u n m_ 2-9'-3-112 0-._' m I 29'-0" --O 1 I j j i LI I i I i i�i I I j I I!j j j;i j I I'--•m-I ----�-I -29-'--0' 11'-5' 5'-3' �0 5-3' '-0' 5-3' '-3' '-0' 5-3' 0' S-3' 5'-3' 4' 5-3' 5' 5-3 -0 5'-3" S'-]- '-Oi 5'-3' 5'-3' '-0' 5'-3" '=0' 5'-3' '-0' S'-3 '-0' -5'--3"--'--0'L 2'5 -6-'3'O 0j i I'=i�I i j i I I i I! I 0'-5'-3- ' STAIR 1 - 16'-•::S.."S 11 9''-A-501I''-' O-•2^0 PIZ :! I IIII --6e-M a9 e--------- - .-- UQ Q d~Q Q U�0�1A a H QFH�++ 4 ----- - - - -- 1 oHxQ W •Q y$�g��M o 0 I I OPEN OFFICE PLAN 0C°0�o�`� 0 e 0 z 6._0• 6,_6• 41'-4' W-10' 3'-9' 6'-4' 3-9' [ST. ELEC. RM. WOMEN 68'-0' OPEN OFFICE PLAN (L o a- -3' -3'- 0 3' �'I� 5'-3' 5• V 3 5'3' 4'-Z n'- -0 - 5'-3' 5-3' S BEAL 1'-0' 16'-8• 29'-0' 29'-0' 18-2' 29'-0' 29'-0• 29'-0' I6'-S• V-0° O ®ATE '1 i NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: WN TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, �� ®®� EMERGENCY GENERATOR, ELECTRICAL.MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. •PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS MACHINE ROOM DOORS SHALL BE'B'-LABEL FlRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MWMI-DADS � THER.ANY DISCREPANCIES TO BE COORDINATED W/ NOTE: FOR ALL LOCATIONS OF FlRE-RATED OFdEET OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL PRIOR TO START OF WORN&BIDDING(TYPICAL). WALLS.REFER TO SHEEP A-30 SCALE:II91%--I'-o^ NORTH A O O O O O O O O O GC a9 1-le e-ll d-Ye 29'-0" 29'-0" I 18'-2" 29'-0" 29'-0" 1 29'-0" 1 16'-8" 1' I i i I I I I i I t I I I I 1 - I i I i - � j � ►�yl -3" 'r0" S'-3" '-D' S'-J' '-0' '-3' '-0; 5'-3' '=0' 5'-3" '-0" S'-3' -0' S'-3' '-0; S'-3" '=0' S'-3' S'-8" 5'-3" '-0" 5'-3' '-0; 5'-7' S'-3" '-Oi S'-S' 'TOi 5'-3' '-0" 5'-S' '-0' S'-3' '-0' 5'-3" ''0; 5'-3' '-0" 5'-3 '-0' S'-}• '-0' S'-3' '=0" 5'-S' STAIR I S�AIR 2 A Pro coo i i i i i `rlyy'' O _- F--- I _ j r ,OPEN OFFICE PLAN' 4 I I i i is i o i i i i A a3 8 1'-4' ! 90'-10' ! Jt'-0" 6'-0' S'-B" 11'-5" a" ]'-i" 41•_4• i 1"4' '. a• I I I I j MEN O W o —' IF _ST. ELEC. RM. i�I —8•—_.._—.e._a._- N U Q Q m �5 s>a�a O Uj UcTo��G2m o a� ) 86._6. aq OPEN OFFICE PLAN d S LU 9 S_3• -0 5--' 5'-4' 5'-5 1/2 -5'-3'i 0 -0 5'-3" 15'_3' -0 5'-" 0 5'_3" -0 5-"2' S' S __ - d SEAL -t1'-O 16'-B" 29'-0" 29'-0" 18'-2" 29'-0" 29'-0" 29'-0' CC O O MATE W 5;I NOTE: EMERGENCY GENERATOR.ELECTRILCAL.MECHANICAL&ELEVATOR NOTE: BY CG UOR APPROVED EQUAL STOREFRONT ALL WITH CLEAR IMPACT GLAZING. NOTE: MECHA�AL.PLUMBING IAND ELECTRICAL.CML&LANDSCAPE DRAWINGS C ��j ATP�I (, '�t8 T y q,�� MACHINE ROOM DOORS SHALL BE'B'-LABEL FlRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MLAMI-DARE "' W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED 1Y/ SEVENTH 1:JLW 1 H X34 EIGHTH FLOOR P e" l Yd NOTE: FOR ALL LOCATIONS OF FlRE-RATED $F$EET OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL. ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). WALLS.REFER TO SHEET A-30 . - SCALE:I/81�=V-0" NORTH ' - L�-lU f �edAnS.PFM - CC DD I 6E A-ie I - A-Le A-ee 29'-0" 29'-0' 16'-2" 29'-0" 29'-0" 29'-0" 16'-6' 1'_04 i i I i i � I I I j I I I j I i TOP OF SUR D PAR1PEt NAL1 ; '; ' I I ---OVERFLOW SCU PER OVERFLOW SCUPPER OVERFLOW SCUPPER OVERFLOW SCUPPER OVERFLOW SCUPPER 0 FLOW SCUPPER �_ R.D. fl.0 0 1 STATIR'l Ro' L�.D .�— fit}. /R.D. f— r— 2 _O ST - A j 00 I I i I i j O I ELEVATOR MACHINE ROOM - COOUNG oP sue j TOWERS M EL.raP tDd'-e'N.C.V.D. j MCI /'p I � I j ti TOP OP SL1H B PARAPET SAU. 1 1 _ J� l TOP OF$LA9 D Roof I I % ' TOP OP SLAH d PARAPET SALE i li j \ I i � I----------------------- ............ - -v 1-IT / h TOP OP SLAB 9 PAMPET NdLL - Q - I %—B'CONC.PARAPET WALL ui - % W _. -- -- - -- --- ----- ------ --- - -- ---- -------------- --- - -- - - -- --- -- --- - - - --- - --------- - —-- w s S cnw v - - -- - - - ---- - --- -- -- - -- - - - -- -- ---- --- - - m I i :..`:. „ i.:..... 4...�.v., < I ,.Y 1 ; ®rEAL i 1'-0' 16'-6" 29'-0' 29'-0" 18'-2' 29'-D' 29'-0' 29'-0" 16'-B' 1'-0''+ 19B'-6' I I O O O O O O O MATES NOTE: FOR TYPICAL FLASHING.PARAPET,OVERFLOW SCUPPER,AND NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL. ROOF PLAN ROOF DRAIN DETAILS, REFER,TO SHEET A-11. - MECHANICAL PLUMBING AND ELECTRICAL,CML 8 LANDSCAPE DRAWINGS SCALE:1/$��l'-O" W/EACH OTHER.ANY DISCREPANCIES TO DE COORDINATED W/ NORTH ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). -y y (3) C� ( 6J (�i 1� 7 : (8r _ (9) 0 • GLI TI PICAL-LUM111 Ai FIi ED M1400WC V1 PFI TL 6EIJIIIC. 3.P. - �t:FIRED DOORS W/ CLEAR IMPACT EL. +ICO- G HC JC129(LEAP PERINf GREIJ PE NC-12S CLEAPSPPING G'P.EEN H ,y,EL.+100-0' TOP OF COIIC.SLAB TCP OF LON; SIB _I — _ — — — _ — — _ — — � 1/ AT STAIR ROOF 1 AT STAIR ROOF E EL +a1 c C TOP OE fOIJi_SERF - - - - - - - - - - - - - - - - - - - - - - - - - - .�- - - - - - - _ - - _ _ - - - - _ - - - - - -I � EL. AT PC„f +. TOP OF CONC.SIB r, i AT ROOF FBI Ll EL 1 �l Ti iP OF CI I�IC SLOE I I � I I TOP GF CONC.SUB /� AT EIGHTH LEVEL j �� ^ 1 ��. �-� ��, .�'� ��• ��.. �� .�� . 11 ✓��. �� /�1 �� AT EIGHTH LEVEL 00 y6.._I Z EL. o EL.+66'-10' O TOP OF CONC.SUE 1 - AT SEVENTH LEVEL - • j �`� - TUP OF CONC.SUB ~ M AT SEVENTH LEVEL EL SOP OF CONC.SLAG OF AT SIXTH LEVEL ATP SIXTH LLEVEL SU6 ~~ OPEN OPEN r OPEN OPEN 1 OPEN ! OPEIJ OPEN o - METAL LOUVERS E.S P. O rMETAL RAILIIJG E.S.P. PAINT-BENJAMIN EL. +s5-O” _ CLE -HC-125 TOP OF COIIC.SUB , _ - PAII•R-fi EIJJAMIIJ MOORE 1 HC 128 CLEAP.SPRING GREEN CLEPRSPRINO GREEN AT FIFTH LEVEL EL. TOP OF CONC SLAB AT FIFTH LEVEL z AT CV El, 1'-1 A2 TOP OF CONC.SITE ! -- AT FOURTH LEVEL u" EL OF COIAC.Sub AT FOURTH LEVEL N C,P OF COIIC.SLAB AT THIRD LEVEL 1 j TGF OF CtCNC.sus I A7 THIRD LEVEL TOP OF CONC' 'SLAB AT SECOND LEVEL d a EL.+12 0" P F / 0 G CONC.sue W LL 4 r TOP of cDNC.sue '- :>✓ I w.----- e: - \ \ J i /-�`°\ i/! 4 I l_i-.4 :! _ --.- i J .I, 0= RA AT RAMP RAW DOWN I ........I..." t �K • t EL i :' ...S.J..., I 1 1 i � ": �...�.� f Y.�•. f. I.e._: 1 fA.....i 1 :.3.,1:1 J � Q * 1 TOP OF CON:.SUB TOP OF COIIC.S-LAe / A/. m rF,J AT GR:VNO LEVEL I I Y \ T'PI-AL TRIM:6TVCL'G FINISH 1 n AT GROVND LEVEL '7 M (EL. +I -9"N.3 V.O.) 1 / ___ ___ _______________,_—_____�_____ _____ _____- _ — — — — (EL.+13'-9"N.G.V.D.) �+ 1 7`/PIiAL STUCCO COLUMN FINISH / - PAINT-SEfIJAMIN MOORE - ----'---- LT 1 PAINT-BENJAUM VOORE� HC-'a PVTNUM IVO P.Y ___ _ 57UCC0 FINISH FINISH.PAINT-BENJAM t _ ___ __________ HC-39 PViNVM IVORY STVCCO FINISH J- ,.ti Qory FAII-IT-6EIJJAMIN MOORE - F - J I J I EL.(-)-' a Y' 1 _ HC-5a JUMEL PEACHTOfIE `T.Y� 1 -�-- PAINT-BENJAMIII MOURE A1pGRE-HC-a3 LEIJOX TAN s_0.. EL (-i 10'_0•. 1 - ------------------------------ AT BASEMENT LEVEL HC-51 AUOUB011 RUSSET TOP OF CONC.SUB TnP OE COLIC,cU6 - __ AT BASEMENT LEVEL - - - GIZ AL WEST ELEVATION (FRONT) SCALE:v8"=11-0" IiGTE'. CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRIKTURAL. MECHAIIICAL.PLLIMEING AIJD ELE('TRICAL.CIVIL 2:LAI'ID>f:APE DRAWINGS OdAT® W,/EACH OTHER.AIJ', DI=+_P.EPAIJCIES TU BE COOP.DII.IATED V::' ARCHITECT PRIOR TO START OF WORE &BILGING(T't PICALI, SFdEET A-12 TYPIf4L ALUMIIVI.1 FIXED VINCJWS V1 IIE►►►��..yyyy,,Il METAL FAILING E B.P !c FIxED DOORS W, CLEAT MFAr,T - —�PAIIJi 6EI IJPMIN MOORE- �:Lg211IG PAINT BEI•IJPMIN MC�,RE _e CLEW'CLE4RCPP,ING GREEN HC 125 CLEARSFRING :PEEN ray, T:P — ± TOP OF COIJC.SLHB AT STAIR ROOF _ _ _ _ _ AT STAIR.POOF 5 x DEL. +41'-6` — — _ _ — —. ' — — _ — EL. +01•-6 0 .... Ti.P OFD' C'JI.,I,- A'L4y. -_ --_ — — TOP OF COLIC.SLRb AT P.iOF AT ROOF W ,}�EL. �]9 Mimi TOPTOP rF9� C01IC SLSB _. TOP OF CONC SLAB W Y/AT EIGHTH LLEVELL�B AT EIGHTH G EEL 00 El. +55'-JO" 1 j 'I EL. TOP JF� C'OIJ� FEE TOP OF CONC.SLAG AT SEVENTH LEVEL AT SEVENTH LEVEL ffl t ,/\ I fn t fli EL 11 T TGP OF COLIC.SLAE j 7 TOP OF CONC.SLAB U AT I:-TH LEVEL - TYPICAL TP.IM:STUCCO FINISH AT SIXTH LEVEL PP11•R-BENJ4MIN MOORE ,�� HC-39 PUTNUM IVORY I METAL ENJAM E.S.P. I�HC-128ENJAIAIN MOORE- ❑ ❑ ❑ ❑ �� -. �, I ��- �� ,� HC-128 LLEARSPFING GREEIJ EL.+45' ❑ ❑❑ /"\ iii-, .'%'�. �� / At OFIFTH LEVEL SLAB EL Vii ❑ ❑ ❑_ ❑ ' W "I TGP OF CO 4C.'SLAB AT FIFTH LEVEL z "I c0 i El 1:1 ❑ El j ❑- /1 TOP OF CONC. 1.AT FOURTH LEVEL TOP OF CON,SL4P - 1 _- __ J ❑ ❑ ❑ ❑ GV AT FOURTH LEVEL i� I /-�,\ �� '.��, -_ ±26'-O' OP PTHIRDC AT LEVELS - TOP OI OF CJO.SLAB -- _— _❑ ❑ ❑ ❑ ❑ AT THIRD LEVEL �� i'�, ��. T TOP OF CC)C. SLAB Q — ❑ j- AT SECOND LEVEL 0. w EL. +12'-0" OPEN I\ , .I (/� O TOp nF COIJG. SLAB ) W a 4 AT SECOIJD LEVEL T'i PICPL TRIM:STUCCO FINISH _ — Q — El. +7'-0 _W 5 - PRINT-bE1JJAMIN MOORE- HC-39 PUTNUM IVOR)' � I D � �TOP OFq CONC.5La8 V~� AT RAMP Q=W '� (n U z g�g ,I �I / � t Q 8 __-___ a TCP ______________ _________ ___ TOP OF CONC.SLAB m < AT'Fr IIIJD LEVEL __-_-_---_-- EXHAUST FAN - o (EL,GROVND9 LEN GLV. =1111ALD:STUCCO r " FINISH. -BENJAMIN EL -0 _____________ MOORE-HC-45 LENO Y TMI TOP OJC�^P _____________________________ '- AT EASEMENT LEVEL EL.(-) 10'-0" TOP OF CON'.SLAB ®EAL AT BASEMENT LEVEL EAST ELEVATION (REAR) SCALE:118"=1'-0" ®ATE MOTE: IIIITP.ACTOP TO COORCA HATE ALL ARCHITECTURE.STRUFTLIRP.L. L'HAI IICAI. FLUM8I NG nND ELECTRICAL CIAL d LAIIDSCAPE DRAWINGS Yf EACH OTHEP.,AN, DISCFEFANCIES TO BE COORDINATED W,/ F�0°J CHITEC.T PROF.TO START OF VIC,ED,g BIDDING'(T'i PI44Li. A-aa �A) B E`) F I — , I i O W TOP CGNC.SLAB ri AT STAIR PO!-IF - Ex'+ rA � C TO OF l"UNC. SAE AT ROOF W TOP OF COLIC.SLAB AT EIGHTH LEVEL I oo j O 4 1t7 EL. -O" — — — — — — — — — M TOP+66'OF COLIC.SLAE j AT SEVENTH LEVEL \\ Ti PIGAL TRIM: FAINT-EEIUAMI \ HC-3'3 PUTNUI EL. +54'_6.' TGP OF CGPIC.SLAB AT SIXTH LEVEL ! / r�'� a �\ FBI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� O TOP OF COrIC.StA6 AT FIFTH LEVEL TYPICAL FIELD:STUCCO r, FINISH.PAINT-BENJAMIN W MOORE-HC-33 LENOY TAN—.\ EL.+35.-6.. - \— j TOP OF NNC.SLAB — ' AT FOURTH LEVEL I � n TOP R l' sLA6 'AT THIRD LEVEL I TYPICAL TRIM::T000O FIIIISH PAINT-BENJAMII4 MOORE- HC-3'3 PUTNUM IVOP.i TOP 117 COIJC. 111, Q m AT SECOND LEVEL •\ d Q U) O o UJ i ` Q H� a EL.0-0' li Q a Tnp OF CON,."IB m AT GROUP ID LEVEL I ��i333 CEL.+13'_P"IJ.G.V.D,) N I I _________________________________________�. TOP r NO SLAB - AT BASEMENT LEVEL f9EgL NORTH ELEVATION SCALE:1/8k--l'-0" NOTE: CONTRACTOR TO�IOSIRT�11.11, CTURE. STRUCTURAL, DATE MECHAHICAL, CIVIL& LANDSCAPE DRAYMIGS ,/EACH OTHBE COOP,DIIIATEO N, RRCHITECT PRI81DDIUC. Ti 1111.I. A-14 cl f^ • 0 a . w 'Tnp f: SLPB 3 ' i AT STFJR ROOF I.N 10+1 — — — — — — — — — — — — — — 1 — _ _ --A ATF OF COIJC.SLOB _. T'ROOF W � e I I i I _ El. 7 Y I TOP OF CO." SLAB AT EI,HTH LEVEL F+�y TOP OF CONC.SLAB /1 v AT SEVENTH LEVEL Y�1 a T`YPIC'AL TPIM:STUCCO FINISH :\ / PAINT-BENJAMIN MOORE HC-39 PVTNUM IVOR` I I El. r56'-F' W I \ ! TOP OF CLEVE SLAB i \vf AT SIXTH LEVEL r FINISH.PAIHT-BSETNUJACCMO IN � AIOOftE-HC-45 LEND%TAN—. O [t] — — _ _ — - _ _ — _ _ _ _ — — — — I,_ \_ r1 z I � TOP OF C SLAB LEVEL �j AT FIFTH LEVEL _ _r i0P OF CONC.BLA. i AT FOURTH LEVEL cq cq l 1 - i_ __— inP OF COlJC.SLAB AT THIRD LEVEL TYPICAL TRIM:STUCCO FINISH PAINT-BENJAMIN MOORS HC-39 PIITNIIM IVOR` I Q d O — _ — _� — _ — — _ _ — — — — _ _ — _ _ EL. +1:,_G• - C o Tr)P OF CONC SLAB W AT SECOND LEVEL ! (qUz o EL I ' '-0" TOVF CONIC.' EL CB _______________T____________ I AT r.ROVN aLE VEL _________ __ ___________________�_____________________ (EL +13-_. Q a Q S N.G.V.D.) a 1 TOP n, F CONC SLAB AT BASEMENT LEVEL ®MAL SOUTH ELEVATION SCALE:1/8" 110 _ - InE: COIJTPACTOF TO COOPDIIATE ALL AF CHITECTU°E, STRUCTURAL, ®ATr ` MECHANICAL PLVMEiIIO AND ELECTRICAL.CIVIL&LPJJD'•"APE DP.AVJINC:c _ - W%EArH OTH EP.. AW DISCREPANCIES TO BE 70ORDINATEV W/ - ARCHITECT PRIOR Tv APT OF'vn]F.b. @ EIDDINI J,PIC AL). r �15 NEW OFFICE• FOR JEFFREY J. WEISS 7211 S.W.62nd AVE. SOUTH MIAMI,FLORIDA (305) 448-9989 INDEX OF DRAWINGS ARCHITECTURAL CO INDEX O—AWINI:H AND 11 .UITANTN Al EIGRTTNO SURVEY.DEMOLITION PIAH,ANDNOTRS As anT.MAN A"NOTE N DASEMBNT LEVEL PLAN AND NOTES .. .. . AA G60LND ISVP3.P[ANANII NOltS Ad eRCDN1)1.F.Vl:L.PLAN AND NfrRN Ad THIRR I.RVW.MAN ANTI NDTI.i A? POURTH LEVEL PLAN AND NOTES �� /1, \. '��• ^ �� AA SQCH LES PLAN AND Ale ROOPPH'ANDKOTEVEL PIAi1AND NOTES A./L ROOF PLR:ANTI XOl'Ri 11 i A1f EX TEBIOBBUD.DINGELEVATIONANDNOTES ' I t I A.14 1A?RRIOA AURDINn EIRVATTONAND NTrIPIi ' .--........._. .__._....__ __._..... Alf 17TTERIORRUIDIN C EL.BVATIONANDNOTF6 BULLDINGSECLLON'AA• BULLDINOSECPION' A-A RURDINOARITION" ' AST BUIIDINOSECTIDN-w Ago TEETIONT.f` TYMCAL i I I A!f TVMMLRRPERLOR WAIS.flT.LTi40N'C. - As/ .._........ STAXII HECTLON ..... .................aY ................. II ' ' IIIIr/ Aso STAIR TREC ON An TOILET ION TOILET ROOM PLA N&IAMLEXVVAAT'fIlOohN9H t(ScUaoMVNEOIGPHIfTIOFBID/fOO.TRSA) TOILETROD11 As TYFC A Ad TYPICAL WA1L.nRnx • } D J DOOPDLTAR'"aNUT s STRUCTURAL 81 FOUNDATION k BARRYR�T PLOOA PRAMD.-C PGN' as asomro MDOa FannLD:orLAv Bs BECO.vD PID08 PRAMIVC PLAN SA —10 a PROTON PIM PMMNU MAN O RA 1Dr1'Li PI.00a TAAMNU PLAN SA SU[THTOLTGHTHPIDURFRAhONGPLIM S.? HOOPFIL4NINU PLAN O O 6A E RCI ,DETAn ONS 8.10 KPO CrOMLSECno�REINFORCING L c &It DST S - O Rlf EIEVATOBSECDON&OVIADx i Ru NOTES kDETAILS MECHANICAL O I Ii O M1 BA9EEENT LEVffi.-MECRAMCAL MAN Ida :I O Ms l i I SECOND FLOOR-I EECHANICALIM MA THEIDTLOOR-NEMUMCALPIAN O MA TOUBTRPL.00B-EECHANLCALPLAN I '. ' 3: (• me.O O M? TQ FIFTH 7HRU EfGBH'CFLCOOfl P�'ARIANL�•,PTAN Ms HOOP-EHCIUNICALP4N Las flC.RR1lU1FA,nRTAMi8RCT1ONA li Id10 SCREDULMDHTABAa SECT10NS M.II ACHf:GUIR9.Glrl'AnxaRRITLO?L9 1111] flCNRiIN.i7i,RlTl'ARNaflRfLi'LOM9 M1f DITTAI1x•NDTHI s PLUMBING P1 RARRMRNT I.RVRI.-MDMRIAU M.AN Ps GROUND FLOOR-PLUMBING PLIN PJ ARCDND MDOR-MAIMFlIMI MAN PA THIRD FLOOR-PIARIBING PLAN Pd FOURTH FI.DOR-PLIISLEING PLAN ..:y ..... .. ....:... ... . .. .. :..r .. ,;..,. ..... .r ; :. . .»:.: '3::421y -PLUMBING MAN ...............,:.: ;:...:..:.......:. :. .. :.:..... ..:.... ....:.,,......:,....:.,.:...:s.r......,y.Jki @:S"..r<i.,.. 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ICAl.8CREL1vT".,GaVN R1P RIF.CI'HICAI.NCREOVIEY aYfllkq ' 811 INECTRI CAL 9C®1RF5 a XCT'� Elf EI.HCTAIIAI.DRTAnA a xoTeS Rlf EIECIRICALHCHEDULFB.DEfABEkNOTPE CnIL CONSULTANTS DATES&REVISIONS CS PAVING,GNADLNVAGEPLAN G PAVING kDBAIHACE ACEDET DETAfIB PLAN CA UTTn.ITFMAv LANDSCAPING Ll ]APDBCAPE tl1TR PLAN STRUCTURAL ELECTRICAUMECHANICAL/PLUMBING CIym LANDSCAPE 1.9 tHRlf{ATTON NiTTtMAN ZVONIMIR T.BELFRANIN,P.E. GUERRERO/GONZALEZ ZAMORA&ASSOCIATES,INC. GEOMANTIC DESIGNS,INC. PERMIT&BID SET CONSULTING STRUCTURAL E.vGINEEE ENGDATEE—re INC. CWuRn.re.P.E. ROBERT 00&W.SARSLEY,A.S.LA. AND E.R.P.B- SUBMITTAL _ PJB ASSOCIATES RA1 P.E.#99074 Miclleel C.Guerrero.P.E. CIvB BnRlneer 8800 S.W.81st Street 4898 S.W.74th Court Mechnnical En#•Lie#15295 EB#0006791 Miami,Florida 99149 01-28-05 Mini,Florida 99158 Raf el L Oonmlor,F.E. PE#44207 T&(HOIi)685-8888 _ T.I.(808)881)-0268 43;0 SW 7 rdE,;,"e,S"i Mi—North Kendall Drive,Suite 17902 ARCHITECT 49006W 7Hrd Avenue,Suite p107A Mfami,flor1da 99178 Mlni,florid.89155 Tel.(905)278-7801 , T.L(906)262-9944 :2990 SW 35TH AVENUE ML4111I,FL, 33133 AA#0003085 (305) 448-0710 GENERAL NOTES LEGAL DESCRIPTION LOTS 8 THEO 31.BLOCK 1,'7LEMED - .: " ... ...n.:. .. POINCTAINA PARK",ACCORDING TO THE 1. ALA DOCUMENTS A201. 'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, 20. CONTINUED PLAT THEREOF,AS RECORDED IN PLAT - d: LATEST EDITION,"SMALL GOVERN ALL WORK UNDER THIS CONTRACT AND SHALL APPLY BOOK 41,AT PAGE 41,OF TIC PUBLIC TO ALL TRADES AND IS HEREBY INCORPORATED INTO THESE DOCUMENTS. B. ALL ABOVE UTILITIES SHALL COMPLY WITH F.B.C.AND ALL APPUCMLE t�•D s' +S+ LOCAL CODES. FLORID RECORDS OP iLUATil-DARE COUNTY, ............................ _..............,.,$..,..,..._,............_-._,.5::..:. L:,i.•..+_).. ` ninKT»e::< 2. A All WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL COORS,THE LATEST FLORIDA """""""""""-"^"'"1' ---'- -----^^--- -. i, C. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL COORDINATE OVERHEAD '"" AND U A THE FLORIDA BUILDING CODE(HEREIN ALSO REFERRED TO AS F.B.C.). AND UNDERGROUND,PRIOR TO CONSTRUCTION AND COORDINATE WITH AND UPDATED LOCAL ZONING ORDINANCES, ARCHITECT/OWNER PRIOR TO START OF WORK. q B. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS 4 <- ,3 AND NOTIFY THE ARCHITECT OF ALL DISCREPANCIES OR NEEDED INTERPRETATIONS D. ELECTRICAL POWER,TELEPHONE WATER AND GAS SHALL BE RUN UNDERGROUND. PRIOR TO COMMENCING CONSTRUCTION. - ALL TO BE VERIFIED WITH ARCHITECT/OWNER. THE CONTRACTOR SHALL COORDINATE r ( ✓ J- ' �Y�"^'"� x Yf- +�-3p.`3`",�-,,,g.,,,�""_ f TIE-INS AND SERVICE WITH UTILITY COMPANIES PRIOR TO START OF WORK. tt+-� 4'°•'41 ))Y�,n,1 C. IF AN EXISTING CONDITION OF THE PROJECT IS BEING BLOCKED BY THE NEW LOCATION MAP LN.*s-1 ""•' "°°�"f „. :1. CONSTRUCTION AND R IS NOT SHOWN ON THE DRAWINGS.CONTRACTOR TO 21. ALL PREMANUFACTURED ITEMS SUCH AS RAILINGS,SKYLIGHTS,EXTERIOR WINDOWS AND rt �' L JAw,rs w•�'.W. Y; ^`'\ •""''' .,"�""""'�'�'V`T`Tr k.9¢=vt> `H RECEIVE APPROVAL FROM THE ARCHITECT TO PROCEED W/CONSTRUCTION PRIOR DOORS,BUT NOT LIMITED TO THESE,SHALL BE UNDER A SEPARATE PERMIT. GENERAL if y CONTRACTORS.AND ANY SUBCONTRACTOR PROVIDING THE ABOVE ITEMS SHALL PROVIDE FM TO THE STMT OF CONSTRUCTION. ...a:N:S - f A1r4s SIGNED AND SEALED CALCULATIONS AND SHOP DRAWINGS. ALL SUBMISSIONS SHALL BE t ,M� ♦t.'�>F�'. \ \ 3. OMISSIONS FROM DRAWINGS AND/OR MISDESCRIPTION OF DETAILS OF WORK WHICH ME ACCORDING TO N.F.PA 101 AND LATEST F.B.C.FOR A/E APPROVAL PRIOR TO 9 2 Fill, O MANIFESTLY NECESSARY TO CARRY OUT INTENT OF DRAWINGS OR ME CUSTOMARILY FABRICATION ANTI ORDERING. ALL MANUFACTURED BENS SHALL SHALL MEET HIGH I 9 }, i4 \ \'\♦ s ♦ ,'\ VELO PERFORMED S DETAILS NOT GREW RELIEVE HALL BE M PERFORMING SUCH OMITTED OR THR CITY HURRICAN ZONE(WHZ)PRIOR TO ORDERING AND WORK,TYPICAL 6W.��. ; .p Q t��EVKS k7;sa� - •c t;£;y� `♦, - \♦ -t .> 'L4� a ti \ N:L.. Lz CORRECTLY SET FOR AND DESCRIBED IN DRAWINGS USING MOST APPROPRIATE ';^' tj♦ �• \ s` 1 ♦ �4 A�fi S A . MEM00,WITH FINAL APPROVAL ISSUED BY ARCHITECT TO ALLEVIATE CONFLICTS OF 22. TYPICAL THROUGHOUT PROJECT: WHERE SLOPE IS INDICATED WITH M ARROW, >�'♦ 5 "^a -sk SCHEDUUNG,DRAWINGS,OETALS.ANTI/OR SPECIFICATIONS&CONSTRUCTION COSTS. CONTRACTOR TO PROVIDE 1/4'PER FT.MIN.SLOPE OR AS NOTED. 3L I 1 4 \c, - \ '\ ♦`, r`Axe's t ;p p.lCyt 1 ?';% ''.L LJ ��L: \ ,\\ �< ♦ ♦. +\ .,� > ' < tJ 4s.2.�VLL i 4. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY 23.AW DOCUMENTS A201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, "%j Y "♦ ♦ �\1 •♦� k : ICI MECHANICS SKILLED IN THEIR RESPECTIVE TRADES. LATEST EDITION, 'SHALL GOVERN ALL WORK UNDER THIS CONTRACT AND SHALL APPLY .iJ' s ( n' ♦ \\ i ' *♦ '♦ \ \ <•-. Y ^'tt �:w 't"'T`t''t' 'ZI TO ALL TRADES AND IS HEREBY INCORPORATED INTO THESE DOCUMENTS. I 6.'.%: R I '- y; - \ ♦,,.^.,.,.,,,,,'- *„„.,,,, "+j s'.; ti._♦y \ EV.! °`< - ski 17 :: t 5. CONTRACTOR SHALL BE R6PONSIELE FOR QUALITY AND PERFORMANCE OF ALL - -J ^ M MATERWS,APPLIANCES,AND WORK. ALL MATERIALS,EQUIPMENT,AND SYSTEMS SHALL 24.ALL WINDOWS AND DOORS TO HAVE MIAMI-DARE COUNTY APPROVAL WITH IMPACT CLEAR B. _l- BE INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE STANDARDS AND GLAZING. C3 b1•jt,• Y`ti ° Ey MANUFACTURERS WRITTEN SPECIFICATIONS,INSTRUCTIONS,AND RECOMMENDATIONS. ^�T a:H+Y•:: .k S pt ` 1 - )"( 25.THE PLANS AND SPECIFICATIONS ME NOT INTENDED TO DEPICT EACH MD EVERT DETAIL i '4 o•'� ' 4 6. THESE PLANS MAY BE USED ONLY UNDER SUCH CONDITIONS IN WHICH ALL MPLICABLE .M THE PARTY IN THE FIELD,THE CONTRACTOR IS IN THE BEST POSITION 70 VERIFY THAT 'S` ♦, V'1 ; .N .LS aS - L`^' 0 SAFETY LAYS,RULES,AND REGULATIONS ARE THE SOLE RESPONSIBILITY OF THE ALL CONDITIONS ARE COMPLETED TO PROVIDE A WATERTIGHT STRUCTURE. THE CONTRACTOR Q t>'�• 4,A 3 s A'�' Y.`#k CONTRACTOR. ---- SHALL DO SO.- - _____-- ,y ( f i f./ p" � 2� 7. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 26. DEMOLITION NOTES: ..4t' B. CONTRACTOR IS RESPONSIBLE THAT EASEMENTS AND SETBACKS ARE NOT ENCROACHED- A CONTRACTOR TO COORDINATE WITH OWNER REGARDING ANY SALVAGEABLE ITEMS PRIOR TO DEMOLITION.ON. MY REARS INDICATED THAT ER OF 9, COORDINATE ARCHITECTURAL RAW NG DRAWINGS WITH STRUCTURAL MECHANICAL,ELECTRICAL - SALVAGEABLE CON T THEY ARE TO BE BROUGHT TO THE OWNERS O - e1;;1,�•r `�� yy. i AND PLUMBING DRAWINGS. ANY DISCREPANCIES ME TO BE BROUGHT'TO MCHfTECT'S ATTENTION SO THAT THEY MAY BE RELOCATED PER THEIR DIRECTION. 1111 w yriy ATTENTION FOR CIARIFlCATION PRIOR TO BIDDING AND WORK. B. ALL EXISTING EQUIPMENT AFFECTED BY NEW CONSTRUCTION SHALL BE 3'..:v'1a''>?A- ''/ 10. TYPICAL-ALL WINDOWS AND DOORS TO BE�IN ACCORDANCE TO THAT SPECIFIED IN THE REMOVED/RELOCATED, VERIFY LOCATION WITH OWNER. '"Wy'.>,::JA" Axoi - >yc `KC S Aj P9A'�s nt yp,: C♦f'• F.. DRAWINGS AND APPLICABLE ITEMS OF CHAPTER 24 OF THE FLORIDA BUILDING CODE C. CONTRACTOR SMALL FURNISH ALL LABOR,MATERIALS,AND EQUIPMENT TO DISCONNECT,DISMANTLE,REMOVE,MO SALVAGE IN THE DISPOSITION OF 11.PROVIDE ALL SITE CLEARING,EXCAVATING TO REQUIRED GRADES AND LINES,BACKFILL OEMOLRION INDICATED IN 7H6 PLAN.------ "--- " °- - -�__�.. �_.,_:.___ ..._.. ___ ... -f<.wf Ot"`i>.';vC.i<Ya1.;;•Ul y GRADING FILL,COMPACTION AND DEWATERINC AS REQUIRED TO EXECUTE THE WORK.ALL } ICI FILL UNDER SLABS SHALL BE COMPACTED FINE SAND FILL SET IN 6'LAYERS TO 95% D. HOLES OR OTHER DAMAGE LEFT BY CONTRACTOR SHALL BE REPAIRED BY O Cn DENSITY ASTM 1157. PRESERVE ALL EXISTING TREES AND SHRUBS UNLESS OTHERWISE CONTRACTOR AT HIS OWN EXPENSE SPECIFIED BY LANDSCAPE ARCHITECT/OWNER. E. UPON COMPLETION OF DEMOLITION THE ENTIRE AREA SHALL BE CLEANED 00 OF ALL DEBRIS AND PREPARED FOR NEW CONSTRUCTION. 12.CONTRACTOR SHALL REMOVE ALL CONSTRUCTION D®TITS AND LEAVE THE SITE GRADED AS INDICATED ON THE SITE PLAN OR AS SPECIFIED BY ARCHITECT/OWNER. F. EXISTING CONDITION NOT SHOWN ON THIS PLAN SHALL BE REVIEWED - 13.FINISH GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AND PROPERTY LINES. WITH THE ARCHITECT/OWNER PRIOR TO REMOVAL AND WORK. G. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES 14.FI EBLDCKINC:CONTRACTOR TO PROVIDE FIRE SLOPE PER SEC.705.3 h 2305.1 OF AN SAFETY BARRIERS AS REQUIRED BY WORK INCLUDING DUST CONTROL F.B.0 TYPICAL THROUGHOUT RESIDENCE. MEASURES. 15. REFER TO ENGINEERING DRAWINGS FOR ALL ENGINEERING INFORMATION. H. CONTRACTOR SHALL PREPARE ALL EXISTING SURFACES AND CONDITIONS AS NECESSARY 10 RECEIVE JVE ALL NEW WORK AND SHALL ALSO EXAMINE •,x 76.ALL RAINWATER SHALL PERCOLATE IN THE GRASS AREA GRASS R : (GRASS)0 AS NOTED. ALL SHEETS AND VERIFY ALL DIMENSIONS BASED ON EXISTING CONDITIONS AND SHALL CONTACT ARCHITECT FOR.CLARIFICATIONS OR ...:: 17.ALL WORK SHALL COMPLY WITH CHAPTER 10 k 36 OF FLORIDA BUILDING CODE AND '^"'-""`-'-'^-•- -•--- ::.:....:...... NAPA 101. TYPICAL THROUGHOUT THESE DOCUMENTS. NECESSARY FOR A COMPLETE JOB PRIOR TO WORK. I. ALL EXISTING STRUCTURE 8 E READY R E COMPLETELY DEMOLISHED - .. .. ......... ........:............... ...:: . 18.ELEVATIONS SHOWN.ON THE PLAN REFER TO NATIONAL GEODETIC VERTICAL DATUM - - UNLESS NOTED.SITE TO MARE READY FOR NEW CONSTRUCTION. REFER _ r, (N.G.V.OJ. TO SPECIFICATIONS FOR MORE INFORMATION. rFr�Y 19, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMTTICIDES OR OTHER J. CONTRACTOR TO TAKE COMPLETE CAUTION AND CARE TO ALL EXISTING APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE UTILITIES(OVERHEAD AND UNDERGROUND.) TREATMENT TO NEW CONSTRUCTION-ALL NEW STRUCTURES SHALL COMPLY TO SECTION 1816 OF F.B.C. K. CONTRACTOR TO PROTECT AND PRESERVE ALL TREES PRIOR TO 20.UTILITY NOTES DEMOLITION.VERIFY EXISTING LANDSCAPING W/ARCHITECT PRIOR TO ZONING INFORMATION - DEMOLITION MOeCOOR EXISTING SURVEY O A GENERAL CONTRACTOR TO VERIFY EXACT LOCATIONS OF THE FOLLOWING - OUTSIDE THE PROPERTY LINE: L CONTRACTOR 70 COORDINATE ALL ARCHITECTURAL,MECHANICAL. MU-5 ' ZONING: CITY OF SOUTH MIAMI WEISS 1. ELECTRIC SERVICE ANY DISCREPANCIES ELECTRICAL AND COORDINATED DRAWINGS TE EACH OTHER. T.O.D.O. 2. WATER MAIN ANY OISCREPANCIES TO BE COORDINATED W/ARCHITECT PRIOR TO START N.T.S. TELEPHONE OF WORK. FLOOD ZONE: X LOT AREA: 25,011 S.F. NORTH REQUIREMENTS ALLOWED PROVIDED 100 FT.FROM SIDEWALK ID BUILDING HEIGHT (WITH T.Q.O.D.BONUSES BELOW) 100 FT.FROM SIDEWALK FRONT SETBACK 20'-0"ABOVE 4TH LEVEL 20'-0'ABOVE 4TH LEVEL BUILDING CLASSIFICATION REAR SETBACK # 20'-0" 20'-0' _ _ _ _ _ 14 SIDE SETBACK 0'-0° OCCUPANCY=MIXED MEANS OF EGRESS: FIRE EXTINGUISHER CALCULATIONS ,I f # FOR THOSE PROPERTIES THAT BACK UP TO PUBLIC OPEN SPACE OR EASEMENT. / BUSINESS GROUP B CLASS'A'FIRE EXTINGUISHERS MUST DE PROVIDED BUILDINGS MAY BE BUILT IN REAR TO WITHIN 5'.OF THE REM PROPERTY OR / MERCANTILE GROUP M OCCUPANCY.LOAD PER FLOOR AT 1 EXT./11.250 SF RATIO. EASEMENT UNE. SPECIAL STORAGE AUTOMOBILE PARKING GARAGE RESIDENTIAL (FBC 1004.2.) -MIN.NUMBER OF REQUIRED EGRESS STAIRS=2 30837(SF)/11,250(F.E./SF)=3(F.E)PER / BLDG.AREA: FLOOR BASEMEN LEVEL PARKING= 10,849 S.F. -MAX.TRAVEL 01ST.:300 FEET SPRINKLERED GROUND LEVEL(RETAIL)-4.040 S.F. _ -MAX•DEAD END CORR.LENGTH-50'-0' ADDITIONAL"B'AND'C'MUST BE PROVIDED IN THE PARKING REQUIREMENTS PER SOUTH MIAMI GROUND LEVEL(RESIDENTIAL)=1,080 S.F. (FSC TABLE 1004) FOLLOWING AREAS: ( 4 SECOND LEVEL(PARKING)- 18,570 S.F. - STORAGE ROOMS,ELECTRICAL AND MECHANICAL QQ THIRD TO FIFTH LEVEL PARKING COMMON PATH OF TRAVEL-75'-0' FBC SEC. 1004.1.3) ROOMS,KITCHEN,SCIENCE CMS,TELECOM CLOSETS, PARKING STALL SIZE=9'-0°x 1B'-0' PAIiiQNG REQUIREMENT I / Q. O (PARKING)=61 298 S.F. ( AND COMPUTER LABS. SIXTH TO EIGHTH LEVEL(OFFICE)=53,298 S.F. AISLE SIZE 23-0' TOTAL PARKING REQUIRED-230 STALLS // O TOTAL OCCUPIED AREA OF MULTISTORY BLDG. CALCULATION OF ROOM CAPACITY FOR STAIR CALCULATION WWDICAR STALL SITE= 17'-0'x 18'-0' (INCLUDES REQUIRED 5 HANDICAP PARKING STALLS) /// //i/ / / /� I W M. EXIT PURPOSES: -- -° RAMP sRE mDTH-2z'-0' // g 58,418 SQ.FT. BASED ON NFPA 101,NOTED ON EACH TYPICAL ��UP AULATIONS BASED ON EIGHT FLOOR - 59�PARKINC REDUCTION DUE TO ARCADE& TYPE OF CONSTRUCTION=TYPE YT'RC TABLE 5001 ROOM. TOTAL No.OF OCCUPANTS= 178 THREE(3)USES' 20%REDUCTION DUE 7D THREE USES. -NUMBER OF STORIES 8 PROPOSED+BASEMENT LEVEL MIN.OCCUPANCY LOAD(FBC TABLE 1003.1) % / // //j j/ // - j/ / W -MAX.NUMBER OF STORIES ALLOWED NO LIMIT RETAIL-30 GROSS EXIT CAPACITY- 178 OCCUPANTS x 0.30 INCHES- O�CE SPACE=1 STALL PER 250 S.F. TOTAL NUMBER OF REDUCED PARKING=58 STALLS O I O L=j Z 'o -ALLOWABLE BLDG.AREA UNLIMITED OFFICE=100 GROSS 54 INCHES TOTAL OFFICE SPACE-53.298 SF. // i// / // // LyJ (n T PARKING GARAGE-=200-GROSS TOTAL STAR-WIDTH REQUIRED'=54 IN TOTAL PARKING REQUIRED-214 STALLS ,� .../, ,..; / /;,/ ,i .l y/ e Q<Q FIRE RESISTANT RATING CFBC TABLE 600 RESIDENTIAL=200 GROSS - TOTAL PARKING SPACES REQUIRED=172 I - PROPOSED(2)TWO STARS NOTE BUILDING IS FULLY SPRINKLERED EXIT TOTAL CAPACITY- 176 INCHES PROPOSED AI e0 oe0e0 o=a op e0 0=O"O=Oeo"I�opoOop" 2 R TOTAL PARKING SPACES PROVIDED=221 I I I m EXTERIOR BEARING WALLS-4 OPENINGS - TOTAL SPACE 1 STALL PER S.F. .F. FINISHES TOTAL RETAIL SPACE=4,040 . ----------. - (NORIH&SOUTH WALLS)NO OPENING$ FXR CALCULATIONS EXTRA PARKING SPACES�49 ------------------- --------- ------�----------- z ' 4 HR.(EAST A WEST WALLS)NO LIMIT ON OPENINGS -ALL FLOORS SURFACES WHICH MAY BECOME TOTAL PARKING REQUIRED 14 STALL S -._______ -------------------------------_ d FA REQUIRED= 178 OCCUPANTS x 0.20 IN=36 INCHES o -EXTERIOR NON BEARING WALLS-NC(NON SLIPPERY SHALL HAVE ANON-SUP IMPERVIOUS PROVIDED NORTH DOORS= 36 IN pc510ENTIAL - COMBUSTIBLE) FLOORING,EG.TOILETS&CUSTODIAL CLOSETS. PROVIDED SOUTH DOORS=36 IN RESIDENTIAL SPACE-2 STALLS PER UNIT -FIRE WALL 4 HR. -ALL CLASS SHALL BE TEMPERED OR LAMINATED, - TOTAL PROVIDED-72 INCHES TOTAL RESIDENTIAL SPACE= 1.080 S.F. - -INTERIOR BEARING WALLS=3 HR. UNLESS LOCATED IN A RATED PARTITION WHERE TOTAL PARKING REQUIRED=2 STALLS -COLUMNS 3 HR.(SUPPORTING MORE THAN 1 FLOOR) WIRE GLASS SHALL BE USED. OTHER REQUIREMENTS: B.W.,62nd AVENUE -BEMIS =3 HR.(SUPPORTING MORE THAN i FLOOR) -MEANS OF EGRESS SHAT BE CUSS"B'OR BETTER. _ALL DUCTWORK CROSSING CORRIDOR WALLS SHALL --------------------------------- SEAL -ROOF ANTI ROOF ASSEMBLY-1 HR. -ALL OTHER SPACES SHALL RAVE CLASS'C' HAVE SMOKE DAMPERS -FLOOR SLAB 2 HR. FINISHES OR BETTER. T.O.DM.BONUSES PROVIDED BONDS ARCADE 5F PARKING REDUCTION. AREA OF ARCADE NOT COUNTED IN TOTALS PLUMBING FIXTURE CALCULATIONS UNDERGROUND PARKING ONE(1)ADOMONAL OFFICE FLOOR DEMOLITION YFTI®�T �B A lAT OCCUPMGY MALE MALE MALE FEMALE FEMALE DRINKING MORE THAN THREE USES 207.PARKING REDUCTION SCALE:V1=30'-O"Y.(L ��I °,� v� Qa�� BASED ON FPC WC URINAL LAVS WC LAVS FOUNTAINS NORTH TABLE 403'1 PUBLIC PLAZA ONE(1)MOTTIONAL FLOOR eanm A RED. PROM. RED. PROM. RED. PROM. RED. PROM. RED. PROM. RED. PROM. - ' FIRST FLOOR UNISEX HANDICAP TOILET PER EACH RETAIL SPACE. NOTE: RETAIL SPACES FULL FRONTAGE ONE(1)ADDITIONAL FLOOR SAND/TO EIGHTH FLOOR "CROSS-THRU° ONE(1)ADDITIONAL FLOOR DEMOLISH ENTIRE BUILDING&OTHER ITEMS BELOW GRADE S}lEE4 OFFICE SPACE 89 MALE TOTAL BONUSES= 4 EXTRA FLOORS 8 PARKING REDUCTION 89 FEMALE - •1 A-1 REFER 10 EXISIINQ SURVEY INTERLOCKING-PAVERS- .�E ISTING POWER POLE MNG SURVEY REFER 18 DETAIL THIS SHEET FE FILTRATlON SYSTEM-REFER REFER TO EXIS TO CIVIL DRAWINGS ---------------------------- ---------------- -- -----/------------------------------------------- -------------------- -----------------------T------ ------------------------- - - - -------- - -------- 7 PLAZA PLAZA Top oVFivil S'D STAIR#2 STAIR#1 cn 68'-2• s,-• rCOOUNG TOWERS P6, FLAT ROOF ELEVATOR 91 FLAT ROOF z MACHINE ROOM ,21. E, z,z, z z ❑ - / -\ I IrCI FE 111 a U 0 z T WALLS ti fl FTH, -VEL ROO !PARKING C6 w 0 U)o U)x <2c w NOCrOO'DO"E 200.00- (R&M) �11R.CUTS- REFER TO CIVIL DRAWINGS �—CURB CUTS-REFER TO CIVIL DRAWINGS CL FP AREErUFACTjRED CONCRETE INTERLOCKING SYSTEM BRICK PAVERS ON 1-SAND BED ON 12"FINE CRUSHED COMPACTED ROCK 1I LOP ED AS INDICATED.WITH %8'CONTINUOUS CONCRETE CURB w 2j5 CONTINUOUS EDGE RESTRAINT S.W. 62 nd. AVENUE (6-LAYER COMPACTION)SUB-BASE SHALL BE WELL DRAINED AND S E-1 F,�r=�F,I El Fir m=mEiii=mEHii, -I I 1=1 I _=J 1 1-11 1=1 I I- u I- NOTE: C TOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL SITE PLAN TYPICAL INTERLOCKING PAVER DET)UL MECHANICAL,PLUMBING AND ELECTRICAL.CIVIL& _ANDSCAPE'DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ SCALE: SCALE:112'=11-91 ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). FA-27 O O O O O O O O O cc e_16 DD l- 1-20 19s'-s' ID 1'-0 16'-8" 29'-q" 29'-0" 18'-2" 29-0 29'-0' 29'-0" 16'-8' 1'-0" IFd I W I 7 I .I STAIR�l ..... _ -- -_. E= E� E 6E� STAIR 2 O <I A I� �I ELEC. TRANSrORMER. L�J _ W ROOM VAULT ROOM ... .. 0 iii ca> C> 13 I 1 m m ]'-0" '-0 J PARKING SPACE O 9'0'=27'-0' '-0 3 PPRMNG SPACE O 9'-0"=2]'-0' '-0 1B'-2" '-0 3 PPRKINC SPACE W-0' 2J'-0' '-0 3 PARKING SPACE O 9'-0-=27'-0- -0 3'-4' 11'-4' 8'-4" '-0' '-0 ]-0' 9'-0" co W I3B ,�SOP OP 6Lne yy dl •I - RAMP ON — ISLOPE-6.53X 70P OP SUB •j : .I CO7 All, aaa u A 2]) (Si e le a t 77 4. 27'-0' -0' 3 PPRgNG SPACE O 9'-0"-27'-0' '_p• g•-0• 72'-2' 22'-0 14'-6" I I STO. i j B 7-B' W,.'O 27' �, ELEVATOR LOU Y ° �J TOP IF I W 42 A.F.F.SLOPED WALL> m El B 1B•_0- Ci 47._0. . B• 27.0' 33'-47' B' 22'0' 6 1��=4'' �• rl ° 5 i n i i i GV �TDP OP SLAB I N ELT (_)Ip'_B• � O 7:1 A.D.8 3 PARKING SPACE O 9' 0'=2]'-0' 22'-2 6'_4' 6 8 10'-f0' B' fit'-4' B' 8� il1]-4'� HD A-11 ee STORAGE aLx C2-2) O a STORAGE _ - DOMESTIC& _ © W o o -° _ FIRE PUMP:. I 4 O QU� S ROOM I U F 5 F.O. F.D. - O 2 m 1 =W 0 0 - ..._. m m i OF BLAB G.BIDHMALY a o .moo o O `' '-02 14•_6• •_01' ry 27•_0_ •_01 27•_0• •_O ry 1B•-4• '�0� 2]'0' '-0" n 2]_p _p 2]'-0' •_p 14-6- -Oi - , 29'-0• 29'-0" IB'-2" 29'-0' 29'-0" 29'-0" 198'-8' 0C DO ee DATE O O e to O O O e IY O O e-20 Og O NOTE: INTERIOR DOORS R FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL RIC L. CIVIL STRUCTURAL, BASEMENT ^�� EMERGENCY GENERATOR, ELECTRIGL,MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL.CIVIL&LANDSCAPE DRAWINGS SNJ' NOTE: FOR ALL LOGTIONS OF FIRE ED �GdEFCF MACHINE ROOM DOORS SMALL BE'B'-LABEL FIRE-RATED. ALL - SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE GLAZING. W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ WALLS,REFER TO SHEET A-30 OTHER INFERIOR DOORS k FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL. ARCHITECT PRIOR TO START OF WORK @ BIDDING(TYPICAL). SCALE:1/8"=1'-0" NORTH A-O CC DO EB 1-19 1-0, 16,-8" 29'-0* 18,-2* 29'-0' 29•-0" 29'-0' ------------------ — ----------------------------------------- -------------------------------------------------------------- ------ PLAZA TOP= TOP,O FIASH rL G.F.D.) EL-0-5" ------ �42t-2' W-o" 9,-Z,/ 9*-o' 20 9*-0, 9,-0, I3'-2- Z 2'_0'�. 27'-0 3'-9' -]- S G/5'-3- -3* '-3' 5'- Z-O 5-3- 5'-3-' S'-3 -0' 5'-3- '-O" '-3- X_Oi 5'-T' 1 -5- UNE OF BUILDING --- -------------- so ------ - ----- T ------------------------- - - STAIR,1 STAIR,2 EXHAUST FAN REFER TO ME.�Li DRAWNGS xz]FP ? j 0 AD. AD. 00 S-P UP SLOP TOP OF SLAB E=6.39% Z TOP UU --------------------- ;1'F4' 14'-6 at-4;-4' IS' 22'-0' 27'-0* 0. 12--2 22'- t —42'LOW H.C. F T CROSS 2 Id HRUf'PLA7A SLOPED El V. H-C. BATH Fi TOP OF FINISH a 'ALL do, Di 394- 27'- 22'-4" 2T - IS-0' s"AL 10' T-S' W-C 7-' 22' B(I AUS �2 T 0 MEC�I�W'NFM_�' H 4c. x 7 H HC 0 HAUST FAN RE��R'GO ME H. OR 'S !N1 a4r 'a, 2JO- 27'90' a- 17'-2' 17'-2* Hu: 22'10 8 5-2 4JL '6 - TOP OF SLAB RETAIL#1 RETAIL#2 LOBBY RETAIL#3 RETAIL#4 TOP OF SW N.G.V.D.) EL-0 TOP . EL-O- ----------- ---------- e-17 I RE SID l-NSROO DUMPSTER AREA .......... Lu E3 07% 11 F 0. 22'-5" 25--1' 6'4' �z-01 8' 17'-4' cnl 91 III(MUM Z.I:IIFL.. `IL.A'� A. A. ARCADE 8'-3 1/2- '-o _' . [,'. i_ 27' b.. '2._'.' 3j PREVENTORS 17 1 Lr 2 22' ACADE G ON- ON EUYI-N�SJDEI� -0-5'(+I3"-4' IN,, EL (113' D.) EL-0-5"(�n-" -- -------------- ? ---------- ------------------------------- ---------- 4�= BEAL 22'-0' -0, 22 7 LINE OF BUILDING LINE OF BUILDING BUILDING LUNE OF BUILDING ABOVE ABOVE ABOVE ABOVE 29'0' 29*-0* 18'-2" 29*-D" 29'-0' 198,-B" CC ER DATE F �jl I H C c T a' $�j 5'-2- t B.G.G D) -- ---- --------------- 14-S" NE OF BU NOTE INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL: STAIR. NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE.—11 GROUND FLOOR PLAN EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL a ELEVATOR BY CG OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MO CTURAL' __E MECHANICAL.PLUMBING AND ELECTRICAL. CIVIL&LANDSCAPE DRAWINGS MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE M I-DADE W1 H OTHER.ANY DISCREPANCIES TO BE COORDINATED W1 SCALE:1/81�1'-O" NOTE: FOR ALL LOCATIONS 01 FIRE-RATED E-E-! OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL,. EACH ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). WALLS,REFER TO SHEET A-30 F A-74 - �ENA®Aa3Rd O O O O O O O O O 198'-6" 29'-0" 29'-0` 1B'-2" 29'-0" 29'-0" 29'-0" a 0 a w 1Cr1p^1� • S'-3' '-0' S'-3' '-di 5'-3' '-Oi '-3' '-Oi 5'-3' '-0- 2]'-0' '-0' 7'-2' 3'-9' 5-3' '-0' 5'-3" '-0'-5'-3' 5'-3' '-0' S'-3' '-0" 5'-J" -0" 5'-3' '-0' S'-J' -0. 6'-3' '-Oi 5'-3' -0. 5'-J '-0" 5'-3' '-0' S'-3" '-Oi 5'-J' 11'-5' V1 STAIR I® `LINE OF BUILDING -- ABOVE j EXHAUST FAN ' - _ __ •I REFER TO MECH. m e _ DRAWINGS—� - - I M r O G O O _ O �> O O 5 (I ) .... - O L3'-6"A.F.F.SLOPE .. • A.D. A.D.7 .. B .........:9- ' '-0" ' 3 PNNG SPACE O 9'-0' 2T-0' ' - AE O 9'-0' 27'-0' 3 PKNG P 0 7'- J PARKING SPACE 9'-0' 2] 2]'_p• -0 ' ' p' (COI RAMP UP TO THIRD FLOOR RAMP UP j G ` SLOPE=6.398 d-16 e le i-4 '0' 6'-0 12'-0' 9'-0' 2Y ' 4 2]'-0' . (^) J (J u ELEV E ('1s) �) V c1 ( ELECT. P OF SIAB o TOP OF SLO 11M. Ll T SECOND F—E. T o AT SECOND R O B 7'-B" 10' 2]'0' 10 X12'-O" EL.16'-6' m A.O. ^ ELEVATOR }]) LOBBY TOP�y OF SL4B EL.+12-D CO 27'-0" 7B'-Y 27'-0" '-0 27'-0' B'-0 8' A.F.F.SLOPED LOW WALL - RAMP UP •I SLOPE=5.75R - HH BB 1-17 B 16'-0' i, B '1' 4' ry 3 PARKING SPACE O V 0'=27'1' '.0' 3 PARKING SPACE O 9'-O' 27'-0" '-0' 9'0' }'-10' 3'-4' '-0' 3 PARKING SPACE 9'-0'=27'-0' '-0 3 PPRMNC SPACE O 9'-0'=2]'-0' '-0' 3 PARKING 5 ACE O 9'-0'=2]'-0" 6'-2' B'-4' S'-8 B' a o aD. O aD. E W F 4 (?) �) (✓=) (�1 (�) 3c) (J (u) EMERGENCY GENERATOR x R OP K t TO ROOM B W Q¢a 4 m OPEN TO , d BELOW STO. H_ HE. U N i i m m -4' t'-0' 1'-+• 1'-4" 1'-4' 1'-0 1-4' Lu '-0 14'_6• •-0 B'-3' S'-]" -3' S'-}' '-O 5'-3' / 5'-3' S'-3' S'-}• '-O 6'-3' 9'-It' '-0 27' 0' '-0 ]'-]• B•_}• 5'-3' S'-J' '-0 5'-3' 6'- 5'-}• 5'-}• '-0 5'_}" B-3' '-0 16'-6" 29'-0' 29'_0' 18'-2" 29'-0' 29'-0" 29'-0` - 7fi' 198'-6' . a ®LSTM DO 11 0 O O O d-1e O O A-� O O NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL 9E NOTE: CONTRACTOR TO COORDINATE ALL ARCHRECTURE,STRUCTURAL. Si,�/`1�1AT7'1 FLOOR PLAN EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LPNDSCAPE DRAWINGS ILIJ�/ �j�lYJ j1�D at JJ NOTE: FOR ALL LOCATIONS OF FlRE-RATED MACHINE ROOM DOORS SHALL BE'B'-LABEL FlRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DARE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ WALLS,REFER TO SHEEP A-30 OTHER IMERIOR DOORS.&FRAMES SHALL BE'C'-LABEL FlRE-RATED. COUNTY PRODUCT APPROVAL - ARCHITECT PRIOR TO START OF WORK.&BIDDING(TYPICAL). SCALE:1/S"=11-0tt NORTH A-5 ux�✓e�eost� O O O O O O O O O CC DD EB L-1e 1-PO 198'-6' 29'-0" - 29'-0' 1B'-2" 29'-0" 29'-0" 29'-0" I I A� - M 0 a rQyylll S'-3' '-0' 5'-3' '-O' '-3- '-0' 5'-3- '-0' V-3- '-0' S'-3" '-0' S'-3' '-0" 5'-3" 20'-2' S'-3" '-0' 5'-3" ' 5-3' '-0" 5'-3- '-0" 5'-3' '-0" 5'-3' '-0" 5'-3' -0' 5'-3- '-0' 5'-3- -0. 5'-3 '-0' 5'-3' '-0 5'-3' '-0' 5'-3' 711 m T m � MaA�Ai STAIR ] I rr� (v) Cam.) .. �v 1,J) \-) - 6 ] (v/ 1") 0) /11) (v) 113) IS) (6)21 C ) -. A.D. El Lu 19 o ^ .D. A.D. O m 8 9'-0' ]'-0' '-0i 2T'-0" '-0 3 PARKING SPAC O '-0"=2]'- 0 =0 1B'-2" '-0 3 PARKING SPACE 9'-0'=2Y-O" '-0t J PARKING SPACE O 9'-0' 2]'-0' '-0 3 PARKING S ACE O 9'-0"=2Y-0' I '-0 ]'-0' 9'-O' B" ) C SWAP UP TO FOURTH FLOOR RAMP UP SLOPE-E.39% dA M A M 1-le '-0" 27'-0' '-0" 3 PARKING SPACE O '-0 -27-0' '-0" 9' 0' 38'-2' 6'-0 12'-0' 8'-0" '-0' 27'-O' ul X.. — a o E I i U ELECT. \ y o - TOP OF SLAB - RAC O - AT TFt1R0 R TPTHMD FIAOR •I N AD. m PL+26'-0- 8 7'-8' 10' .......27 ELEVATOR C LOBBY ( W A .V TOP OF SLAB 8La2, � coo fil 8 i 0' (�.' ]8'-2' m 27'-0' +0 2]'-0' (�) 18'-0' CV ti •I RAMP UPI J SLOPE-5.75R (25) HH l-ST M(l 8 5'-6'. 6'-4' 6'-2" J PARKING SPACE O 9' 0' 2]'-0' '-0' 3 PARKING SPACE O 9'-0'=2]'-0' '-0" 9'0" 3'-10' 3'-4' '-C' 3 PARKING SPACE 9'-0" 27'-0" '-0 3 PARKING SPACE O 9'-0' 2]'-0' '-0" ]PARKING 5 ACE O 9'-0"=2]'-0' 6'-2' 6'-4' S'-6 D. a O 10. - DAD. o afi) " C!1 V)0! K 'i STORAGE Y STORAGE Q a a m STO d m ®EAL -0 - -0 =3' S=3' S'-J' S=3" '-0 5=3' 9'-11' 31'0' ]'-]' S'-3' 5=3" S'-3' '-0 5'-J' 9•_ 1'-4' 1'-4' 1'-4' 5'-3' S'-J' '-0 5'-3' 29'-0" 29'-0" 1B'-2' 29-0' 29'-0' 29'-0" 16'-8' 1'-D"^ . 198.-6" ' CG DD ®ATIE O O O O O O O O O NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL: STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL"BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL R ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL, CIVIL&LANDSCAPE DRAWINGS �� Ta ®� y-� NOTE: FOR ALL LOCATIONS OF FIRE-RATED MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED.ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ �{-L g^ I �VI WALLS,REFER TO SHEET A-30 OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FlRE-RATED. COUNTY PRODUCT APPROVAL. ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). SCALE:1/8"=1'-0" xnL'umw I A-6 O O O O O O O O O CC DD ES l-1e 1-19 l-W - 198'-6"I.-l'-O" 16'-13" 29'-0" 29'-0" 19'-2" - 29'-0" 29'-0" 29'-0' LL FBI O a W 11'-5' 5'-3' '-0' S'-J' -0" 5'-3' '-0' '-3' '-0; 5'-3' '-0; 5'-3" '-0" 5'-3' '-0' 5'-3' '-0' S'-3' 20'-2' 5-3' '-0' 5'-3' 5'-3' '-0' 5'-3' '-0; 5'-3' '-0; 5'-3' '-0' 5'-3' '-0; 5'-3' '-0' 5'-3' '-Oi 5'-3 '-0i 5'-3' '-0' S'-3' '-0' 5'-3- 11'-5' 11��11 m . m ST 1 S AIIt 2 co O �'> (�> (Jj �) (5) �j 11�,) (.� l�n V�7 (6) 44 Lul 0 •� A.O. A.D. O 0 rO OS B 9'-0' 7'-0" '-0 27'-0" '-0 3 PARKING S%C O -0'=27'-0" '-0 16'-2' '-0 3 PARKING SPACE 9'-0"=27'-0' '-0 3 PARKING SPACE O 9'-0'=27'-0' '-0 3 PARKING S ACE O 9'-0'=27'-0' '-0 7'-0' 9'-0' '-8' - 00 - 50) :RAMP UP TO FlFTH ROOK RAMP UP �') •I SLOPE-639% y •� ' •i H M M M A 1-te a 9 ~~' `; r ,.�. '-0' 2J'-0' '=0' 3 PARKING SPACE O '-0 -27'-0' '-0' 9' 0' 38'-2' W-al 12'-0' 9'-0' '-0' 27'-0' '-0'v 14'-8' e' , q O0 0. 0 I I I II ELECT. TOP OF BIAS RM. OP OF STAR 0 I O o T"OPTS 91DOP. •� AT F00RTH FL OR 6 7-8' 10' 27'0' 10 sL+05-s- ELEVATOR \ C' LOBBY - �� Q TOP OF SLAB z — - - a I 0 D 8 18'-0 0 27'-0' 78'-2' m 27'-0' '-0� 27'-0' v) 19,-0, 9" N RAMP UP •j �) SLOPE-5.75% (v9) - HH HH I-19 1-19 5'-6' 6'-4' 8'-2" 3 PARKING SPACE O 9'0' 27'-0' -0' 3 FORKING SPACE O 9'-0' 27'_0• '-0' 9' 0" 3'-10" 3'-4' '-0' 3 PARKING SPACE 9'-0' 27'-0' '-0 J PARKING SPACE O 9'-C' 27'-0" '-0i 3 PARKING S ACE O 9'-0'a 27'-0' 6'-2' 6'-4' 5'-6 8' AD. O A.D. O o (39) 36 35) C ✓) J) U H O=w N V Z 6 Q S STORAGE Y STORAGE �q m F STO d ti l� �1 � - N rr T a SEAL 1'-4' 1'-0" 1'-4' -4' 1'-4' 1'-0' 1'-V' 1'-4' i'-4' 1'-0' 1'-4' 1'-V" 1'-0" 1'- 1'_V• 1'_V' 1'_4' 1'-5' S'-J" '-0 5'-3' 5'-J' -3' S'-3' '-0 5'-3' S'-3' S'-J' S'-3' '-0 5'-3' 9'-I1' - 31' 0' ]'-]' 5'-3" 5'-3' W-3' '-0' S' 1'-0• 16'-6" 29'-0' 29'-0• 18'-2" 29'-0' 28'-0" 29'-0" 16'-9" 79B'-6" CC DD ES DATLa O O 1-16 O O O 119 O O a-O O O NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL STAIR, NOTE: ALUMINUM EXTFRIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: COMRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, FOURTH F.L/OOR, PJJL�l\ EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL&ELEVATOR BY CG I OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS NOTE: FOR ALL LOCATIONS OF FIRE-RATED 7A-7 T MACHINE ROOM DOORS'SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADS - W1 EACH OTHERANY DISCREPANCIES TO BE COORDINATED W/ WALLS,REFER TO OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FlRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). SCALE:1/8^=11-0^ saa'a+ea�®eN (D (D O O O O O O O cc nD He . a-te y-ly y_Zy 196'-6" 1'-0' 16'-B" 29-0" 29'-0' 18'-2" 29'-0" 29'-0" 29'-0" 16'-6" 1'-0 p^�.I FM a IIII��wq 11'-5" 5'-3' '-0' S"-3" '-07 5'-3' '-0" '-3' '-D' 5-3" '-0' 5'-3" '-0" 5'-3- -0" 5'-3' '-0' 5'-3' 20'-2' 5-3, '-0" S'-}" 5'-3 '-Oi 5-3' '-0' 5'-3' '-0" 5'-3' '-D' V-3" '-0' 5'-3" -Oi 5'-3' '-0i V-3 '-0" W-3" '-0" 5'-3" --Ci V-3" 11'-5" I�yI 0 ,I •I STAIR E� t� - STAIR 2 E-4 C�2 ) G) (7) s J 6 s ro cl (1-" 13' a Luj A.O. O 1]'-0' '-0 2]'-0' 3 PARKING SPACE O 9'-0"=2Y-0' '-0 16'-2" -J-10 3 PARKING SPACE 9'-0'=27'-0' '-0 3 PARKING SPACE O 9'-0'=27'-0' '-0 3 PARKING S ACE O 9'-0'=27'-0' '-0 ]'-0' 9'-0' "8' n d RAMP UP FROM FOURTH FLOOR •I - SLOPE-6.39% .i •� AA A e-1y C) 8 14'-8' -0" 2J'-0' 3 PARKING SPACE O 9'-0'=2]'-0" '-0" 9' 0' 38'-2' fi'-O 1Z'-0" 9'-0" '-0" 2J'-0' '-Div 14'7 � � W (i61 ELEV. ° F1 ( ELECT. ,7. RU ,°' 0 TDP OF SLAB N 0.D. ° Al F01H - 8 7'-8' t0' Z] T PHTH MOR - A.D. �; ELEVATOR �-) - ' LOBBY - TOP OAP SLAB •I E� y - 1+7 ,7, SLaY 11-11 7 z ° El —3'-6"A.F.F.SLOPED 27•_0• LOW WALL - 78'-2' n 27'-0" -D 27'-0' (^) 18'-0' IF- ti L •I ,� RAMP UP •1 - 'I ra5�) SLOPE=S.J59. 6;) HB e-tT 3 PARKING SPACE O 9'0'a 27'-0' -0' 3 PARKING SPACE O 9'-0'-27'-D' '-0' 16'-2' '-0" 3 PARING SPACE W-0'=Z]'-0' '-0 3 PARKING SPACE O W-0'=27'-0' '-D' 3 PARKING S ACE O 9'-D'=27'-0' 18'-0' 8' "e✓i Q em A.D. - AU ^LINE F BUILDING ABOVE d O ..-. ..... ..... ... ..__.. - - -... - o ________ (aA) _____ ___ _ __ _ _J ^\ _ ___ _J_ _ _ ___ __ _____ W AO O F� � i co Lul a ° AD. C4 _ Yt A.D. A.D.1S' A. [} A0.Y AD.O � SAO.7 ®es1La_ '-0 14•_6• '-0 27'-0' '-0 2]'-0" '-0� 16'-2' •-0 27'0' '-0 27'-0' '-0� 27'-0' '-0� 14•_6• -0 29'-0" 29'-0' 18'-2" 29'-0" 29'-0' 16'-8" 1'-0' 798'-6" I cc PAT. Rae nn HB 'NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL„BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE.STRUCTURAL, FIFTH FLOOR FLBl\ EMERGENCY GENERATOR,ELECTRICAL, MECHANICAL&ELEVATOR BY CC I DR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL CARL&LANDSCAPE DRAWINGS NOTE: FOR ALL LOCATIONS OF FlRE-RATED MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-RAGE W/EACH OTHER.ANY DISCREPPNCIES TO BE COORDINATED W/ WALLS,REFER TO SHEET A-30 OTHER INTERIOR DOORS&FRAMES SHALL BE'C'-LABEL FlRE-RATED. COUNTY PRODUCT APPROVAL. ARCHITECT PRIOR TO START OF WORK 8,BIDDING(TYPICAL). - SCALE;I 181�1'-0" NORTH FA-8 6z�woee®uia O O O O O O O O O OC nn "_1e A-19 196'-6' 29'-0" 29'-0" 18'-2" 29'-0' 29'-0" 29'-0' FM a w -0 5'-3' '-0- 5'-3' '-0" '-3' '-0" 5'-3' '-0' 5'-3' '-Di 5'-3' -0' 5'-3' '-0" 5'-3' '-0" 5'-3" 5'-8" 5'-3' '-0" 5'-3' '-Oi 5'-]' S'-3' -0' S'-3" '-0" 5'-3' '-0" 5'-3' '-0" 5'-3' '-07 5'-3" '-0" 5'-3' -0. 5'-3 '-0' S'-J' -0' 5'-3" 0 ST STAIR 2 1 -- - - --- - _ - - _>4_ U) tO i El _ o o 00 XL!6 9 ° OPEN OFFICE PLAN •I- _ _ I ICI .� M C M A I-le a e-1e H 31'0' B'-0' 5'-e' 11'-5' 8' 7'-7' O El ED o `:i C .p '\ MAN E V 9 EL V \ - I-4 eo2'-6' V m .... ICi7ST. - /WOMPI9 ELEC. RM. r: Cn 6 86'-6. 68'-0' 42'-8' B' rl OPEN OFFICE PLAN - 99 nn a-n A-19 IL o r7l_.. E LlJ~a! 4' 2' 5'-3' '-0 5'-J' '-0 '-3' '-0� 5'-J' '-0 5'-3' '-0 5'-3' '-n 5'-3' 1-01 5'-3' '-0 5'-3' '-0 5'-J' S'-8' 5'-t' S'-5 1/2 5' 5'-5 1/2' 5'-4' W-3' S'-3' '-0 5'-J' -3'm'-0 5'-J '-0 5'-3' '-0 5'-3' '-0 5'-3' '-0 5'-3' 4'Z' G 3 G 3 •I m N _ F -. .... o Dyad I 16.-8" 29•_0' 29'-0" 18'-2" 29'_0.' 29'-0" 29'-0" 2 DATI �Le em O em O - O NOTE: INTERIOR DOORS 1,FRAMES SHALL BE HOLLOW METH.:STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR 70 COORDINATE ALL ARCHRECNRE,STRUCTURAL, ��T� FLOOR T EMERGENCY GENERATOR,ELECTRICAL,MECHANICAL&ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL,PLUMBING AND ELECTRICAL.CIVIL&LANDSCAPE DRAWINGS T FL r NOTE: FOR ALL LOCATIONS OF FlRE-RATED oHr=- MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE ML"MI-DAOE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ WALLS.REFER TO SHEET A-30 OTHER INTERIOR DOORS&FRAMES SHALL BE'C-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK& BIDDING(TYPICAL).' SCALE:L lk-P-06 f A-9 CC DO EE e-1e a-1e 196'-6' .r 1._0.. I6•-6. 29.-0" - 29'-0" 16'-2.. 29._0• 29'-0' 29'-0. 16•_6• 1'-0"-, I M a 0 w 5'-3' Z'0.. '-07 '-3" '-0" 5'-3" '-0" 5'-3" '-0i 5'-3" -p" 5'-3" '-0" 5'-]" '-Oi 5'-3• 5'-6" 5'-3' '-0" S. '-0' 5'-3" '-0' 5'-3' '-07 5'-3" '-O" 5'-3" '-Oi 5'-3• '-Oi 5'-3' '-0" 5'-3" '-0" 5'-3 '-0" 5'-3" '-Oi 5-3' '-0" 5'-3" IV-5' AIR 2 Im II ST 1 �1 4 00 - = o 00 T OPEN OFFICE PLAN X�44 00 V � .I z Ln e-Le e-Le H 31'0' W-o" 5'-6" n'-s' 6" T'-T' n'-a" 1'-a` 6' .... - .. . .. .. Ed 0 0 ELEV E PS V.: Y ME V •i . ,DI 6•_10. .3._9. 6'_b 3._9. 2'_6 m V N m \\/ i Y 1 .. . 0M C EN ELEC. E.M. _ - ® -M3T. m m U1 N OPEN OFFICE PLAN i Q � a o E W m U e Q w 5 6 (o U Z 4'-2'. 5'-3' '-0 6'-3' •-U 5'-J' '-0 5'-J' '-0 '-3' '-0 5'-3' '-0 5'-3' '-0 5'-3' '-0 5'-3' '-O 5'-3' - 5'-3" '-0 5'-3' S'-@' S'-b• 5'-5 1/2' S' 5'-6 112" S•_a• B'-]' S'-3" '-0 6'-]• '-0. fi'�" '-0 5'-3" 'b 5'-J '=0 3'-1" '-0 5'-3" '-U 5'-3' '-tl S--3' 4'2" m a N F REAL 29'-0' 29'-0' 16'_2" - 29'-0" 29'-0' 29'-0" 196'-6' cc ®AT O O e-Le O a m E e m O O O O O O NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND I"ED WINDOWS SHALL BE - NOTE: SOMRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, EMERGENCY GENERATOR.ELECTRICAL, MECHANICAL R ELEVATOR SIZES CCI S I APPROVED EOUAL-ALL WITH CLEAR IMPACT GLAZING. W/EACH OTHER.MANYGDISCREPANCIES CI TO BE LC O D LANDSCAPE AT D W/WINGS SEVENTH & EIGHTH FLOOR PLAN NOTE: FOR ALL LOCATIONS OF FIRE-PgTEO amm— MACHINE ROOM DOORS SHALL BE'B'-LABEL FIRE-RATED. ALL - SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MWMI-DAOE "O SEVENTH j jA, rjl Sj 1 j' WALLS,REFER TO SHEET A-30 0 R ES SHALL BE C-LABEL FlRE-RATED. - PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK k BIDDING(TYPICAL). - SCALE:118--l'-O" NORTH A-lO 0 0 0 0 0 0 0 0 0 CC DD EE 1-IA A-19 A-EO 198'-6' r1'-0' 16'-B" 29'-0" 29'-0" 18'-2" 29'-0" 29'-0" 29'-0" 16'-8' 1'-0"^ FBI O a w �TOP OF SLAB 9 PAP PEi RAW. I/1 - OVERFLOW SCU PER OVERFLOW SCUPPER OVERFLOW SCUPPER OVERFLOW SCUPPER ,/ OVERFLOW SCUPPER OV ROW SCUPPER V1 •I � Fi A ST 1 fl.D�\ /ft.D.... —v RD:, 'fl.0. f_ /R.O. -� F.D. �%k.0�\ �� 2 - i O w c� Aa ®� o w � roe oP sue a 6DDF - di AA A-lE A-lE a H ELEVATOR MA CHINE ROOM CODUNG - FOP OP SLAB TOWERS - .- - ... - -__.. .. .. .. - .. ... ._........ .. .. ........ - N.G.. eLte+'4" VD. C O P/ TOP DF SUB O 07"RAIL A TOP OF SIRE B RODP � J 1 / � � o .FLaD1' AA M TOP OF SLA9 0 PARAPET HALL y � BB BB e-iT A_u h TOP OF SLAB 0 PARAPET HALL Q �/-6'CONC.PARAPET WALL /� Q ELa95'-O"N.G.P.D. O O W F / - ! In 01 0 i I a _ F O e�Ae. 29'-0" 29'-0" 18'-2' 29'-0" 29'-0" 198-6" ®A46 O O A A O O O A D O O O O NOTE: FOR TYPICAL PUSHING,PARgf?ET.OVERFLOW SCUPPER,AND NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, ROOF PLAN RODE GRAIN DETAILS,REFER TO SHEET A-31. MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS SCALE:1/A^-11-�^ W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ NORTH ARCHITECT PRIOR TO START OF WORK& BIDDING(TYPICAL). A-1 g REVIIZI M �i O O O O O O O O O 0 W TYPICAL ALUMINUM FIXED WINDOWS Vl —METAL RAILING E.S.P. &FIXED DOORS W/CLEAR IMPACT PAINT-BENJAMIN MOORE- - GLAZING-PAINT BENJAMIN MOORE TEL+100'-0' - 1 _ _ _ _ _ _ _ A EL.+100'-0" HC-128 CLEARSPRING GREEN -HC-12B CLEARSPRING GREEN TOP OF CONC.SLAB — — — — — — — — — — — — — — — — — — — — — — — — _.___ � — — — — — — — — — — TOP TOP 0 AT STAIR ROOF - / AT STAIR ROOF O EL+91'-6" �--EL+91'-6" TOP OF CONC.SLAB TOPTOP 0--- F CONC SLAB W AT ROOF Y AT ROOFF� 5� �� .�\ �'` �\ ��. �� rte. /�. /'_'�.. • ��. ��,, ��, �� lam. ��. ��. `�E.. '�. ''I,.":`k rii ��w ` � 'r,r' r ',w � s' •ti.,. ,E ,:. rr `W Y±79 TOP OF C"C.SLAB TOP OT F CO NC SLgg AT EIGHTH LEVEL y��./� °,�� .-.�J AT EIGHTH LEVEL 00 _ ;T O TOP OF CONC.SLAB TOP OT F C.SLAB AT SEVENTH LEVEL ` �� -/-� -\.� AT SEVENTH LEVEL lit, S 712 N �M w TOP N OF COC SLAB TO P. OF-6' SLAB AT SIXTH LEVEL ��/ .ri AT SIXTH LEVEL TWA �, i U •i OPEN OPEN OPEN OPEN OPEN ,I r�.{. C OPEN OPEN g L� j�Jy MLAL LOWERS ES.P. •� - METAL RAILING E.S.P, PAINT-BENJAMIN PAINT-BENJAMIN MOORE- MOORE-HC-128 EL+45'-0" HC-128 CLEARSPRING GREEN CLEARSPRING GREEN TOP OF CONC.SLAB J __ _— 1 AT FIFTH LEVEL - - - - - W ' r1 TOP OF CONC.SLAB AT FIFTH LEVEL z N CO TOP OF CONC.SLAB r1 _ AT FOURTH LEVEL •I ` TOP f.3%INC.SLAB AT FOURTH LEVEL (. TOP OF CONC.SLAB _ AT THIRD LEVEL - _ -- EL+21'-B" 1 TOP OF CONC.SLAB AT THIRD LEVEL TOP OF CONC.'SLAB I 0 m Q M AT SECOND LEVEL L a / — EL+12'-0" o A / TOP OF CONC.SLAB W O 4 i AT SECOND LEVEL ;0`�✓ � •m EL+7'-0" W S Fj ATPfTAF CONC.SLAB �� ; ,I O = m U ' RAMPT]P '' /,' ` , RAMP DOWN Q / < � TOP OF CONE SLAB TOP OF CONC SLAB AT GROUND LEVEL - AT GROUND LEVEL EL.+13'-9"N,G.V.D. p I TYPICAL TRIM:STUCCO FINISH _ _ ---- --- - a I TYPICAL STUCCO COLUMN FINISH PAINT-BENJAMIN MOORE _ _____ - STUCCO FINISH P FIELD:STUCCO o PAINT-BENJAMIN MOORE- HC-39 PUTNUM IVORY __ TY ICAL F 57U HC-39 PUTNUM IVORY� ----------- STUCCO FINISH ----__ HC NT-BENJAMIN MOORE- FINISH.PAINT-BENJAMIN ,�EL __________ ______________ pA1NT-BENJAMIN MOORE- HC-54 JUMEL PEACHTONE MOORE-HC-44 LENOX TAN __ TOPTOP OF EL(-) 1O'-0° ------_-- HC-51 AUDUBON RUSSET AT BASEMENT LEVEL TOP OF C.SLAB AT BASEMENT LEVEL MEAL _WEST ELEVATION (FRONT) SCALE:1/SI-I'-0" NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, OATS MECHANICAL PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). ° ommis r FA-12] 0 w TYPICAL ALUMINUM FIXED WINDOWS METAL RAILING E.S.P. �&FIXED DOORS W/CLEAR IMPACT EL +100'-0' / PAINT-BENJAMIN MOORE- GLAZING-PAINT BENJAMIN MOORE EL+100'-0" HC-128 CLFARSPRINC CREEK I -HC-128 CLEARSPRING GREEN Ilyy��,1y.�,�II TOP OF CONC.SLAB — — — — — — — — — — — — — — — — — — — — — — —�— — — — — — — — — - _ — — _ _ — — — TOP OF CONC.SLAB AT STAIR ROOF / I AT STAIR ROOF ✓MC •i ' , Y Y �CCOONNL L L I I TO O�P OF S SA AT ROOF YIr� _ - AT ROOF MCI rF,BI I°�'I EL+7� 9'-2 TEL+79'-2" ' d Y TOP OF CONC.SLAB TOP OF CONC.SLAB IV T AT EIGHTH LEVEL AT EIGHTH LEVEL - M�1 00 'i nfm nrn nmnm fli.nffl nm n ��4kkl 00 V FFF(---�� :EL+e EL +66'-10" u M TOP OF CONC.SLAB _ TOP OF C'IW SLAB A AT SEVENTH LEVEL AT SEVENTH LEVEL h+l A EL. +54'-6° EL +54'-6" W TOP OF�CONC SLAB TOP OF GONL.SLAB pq AT SIXTH LEVEL TYPIUL TRIM:STUCCO FINISH AT SIXTH LEVEL PANT-BENJAMIN MOORS- El El El ❑ 4 HC-39 PUTNUM NORM RAILING E.S.P. r� '1 CPMETNATL-BEIIJAMIN HC-12 MOORS- HC-12B CLEARSPRING GREEN r� W EL+45'-0" O r, AT FIFTH C.NC. EL.+40'-6' TOP OF CLEVE SLAB ❑ •I AT FIFTH LEVEL -- -- -- TOP OF CONC.SLAB EL AT FOURTH LEVEL TOP OF;1 (f� EL+31'-0" -- TOP OF'CONC.SLAB -- � __ � •I GV AT FOURTH LEVEL -- '— -- ^— __ _ El El 1:1 ` � EL THIRD L A�T±'6'-"NC.1 B TOP THIRD CONC.SLAB ❑_ ❑ � ❑ ,I AT THIRD LEVEL � T L TOP OF CONC.SLAB Q EL +12'-0" _ _ _ _ _ ❑ F El ❑ . ❑ AT SECOND LEVEL u K TOP OF C. SLAB 1 OPEN .' (f) AT SECOND LEVEL '-- O o w I. 4 TYPICAL TRIM:STUCCO FINISH - —' PANT-BENJAMIN MOORE- EL +7'-0" lu 5 ^ •'•� HC-39 PUTNUM IVORY 1 AT RAMP Q S m J Z 4 TOP OF -` r' AT GROUND LEVEL - � - \ U(EU(EL+13'-9"N.G.V.D.)n __L______________________ `EXHAUST FAN TOP OF CONC.SLAB m � AT GROUND LEVEL � __________________________________ �EL.(-)3'-0" ______________________ —TYPICAL FIELD:STUCCO FINISH.PLANT-BENJAMIN m TOP 0'� F CINJC SLAB MOORE-HC-44 LENOX TAN o AT BASEMENT LEVEL __________________ _______________________________ TOP OF CONC.SLAB AT BASEMENT LEVEL EAST ELEVATION (REAR) SCALE:1/8"=1'-0" DATE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ overom ARCHITECT PRIOR TO START OF WORK& BIDDING(TYPICAL). �'l�0rek—Y ry 1�-i 3 0 0 0 0 0 0 a 0 a w - EL+,00'-0- rye, TOP OF CONC.SLAB - -AT STAIR ROOF - 0 — — — — — — — — — — — — — — — — — — — — — — — — — W TOP OF CONIC.SLAB AT ROOF WW EL+79'-2- �1 TOP OF CONC.SLAB AT EIGHTH LEVEL O 00 00 OD TOP OF CONIC.SLAB AT SEVENTH LEVEL - TYPICAL TRIM: PAINT-B.lAMI HC-39 PUTNUI EL+54'-6- — _ _ — — — _ — — — — — `\ — — — — — — — — — — — — — —, TOP OF CONIC.SLAB / U AT SIXTH LEVEL \ •I O TOP OF CONIC.SLAB �\ — — — — — — — — — — — — — — — — — — — — — AT FlF1H LEVEL �] •i \—FlNSH.L PAINT-BENJAMIN ^ �y MOORE-HC-44 LENOX TAN—, ►J C4 EL+35'-6" — — — — — — — — — — — — — — TOP OF CONC.SLAB —�\ AT FOURTH LEVEL EL.+26'-0" TOP CONIC.SLAB AT THIRD D LEVEL , TYPICAL TRIM.STUCCO FINISH •i - PAINT-BENJAMIN MOORE- / - - HC-39 PURJUM NORf� EL +16'-6° TOP OF CONC. SLAB Q AT SECOND LEVEL \ I 0. W F m j Q U 4 w5 ,o O=wo U)U 2 n w EL. (/)M'= Q<aa TOP 0OF CONC.SLAB m N AT GROUND LEVEL (EL+13'-9"N.G.V.O.) •o a � TOP CNC.SLOB AT BASEMENT LEVEL mIEdLL NORTH ELEVATION SCALE:1/8'�=V-0" NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, EATS MECHANICAL,PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). isHrm 4 . - R2EYOE0®Ga9 q a Gi a 0+ TOP OF CONIC SLAB ' - AT STAIR-ROOF �! I — — — — — — — — TOP OF CONIC.SLAB r, AT ROOF FAY pal W EL+]9'-2' — — — — — — — — — — — — — — — — — — — — — — — — — — — TOP OF CONIC.SLAB AT EIGHTH LEVEL (q ka VI z H C12 TOP CONIC.SLAB ^ \ AT SEVENTH LEVEL LEI `\ N TYPICAL TRIM:STUCCO FINISH 1. BENJAMIN MOORE- HC-39 PUTNUM IVORY EL+54'-B' W TOP OF CONC.SLAB U ♦ - '•,\ AT SIXTH LEVEL \—TYPICAL FIELD:STUCCO FINISH.PAINT-BENJAMIN •�, O MOORE-HC-44 LENOX TAN— 5 •I — _ — TOP OF CONIC.SLAB �7 AT FIFTH LEVEL F-1 eq tD EL+31'-0' N TOP OF CONIC.SLAB N AT FOURTH LEVEL - N :I \ EL+21'-6" - — — — — — — — — — — — — — — — -- TOP 2 CONIC.SLAB AT THIRD LEVEL TYPICAL TRIM:STUCCO FINISH PAINT-BENJAMIN MOORE- HC-39 PUTNUM IVORY n a o _ — — — — — — — — — — — — — — — — — — — — — — EL+72'-0' o TOP OF CONC.SLAB W AT SECOND LEVEL F LL 4 co a cl)K n Q Q Q EL 0'-0' m o TOG CONIC.SLAB m ---------------- � AT GROUND LEVEL � (EL.+13'-9'N.C.V.D.) - d N �L EL(V 3'-0" T�TOP OF CONIC.SLAB AT BASEMENT LEVEL MEAL SOUTH ELEVATION SCALE:11V=1'-0" CATS $ NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, MECHANICAL PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). ovwam FT1 aa�vaaa�a�l a C) a w O O O O O O O O O TOP OF CONCRETE SLAB — — — — — — — — — — — — — — — — — — — — — — — — — — EL+100'-0" SLAB AT STAIR ROOF CONCRETE 5 h�1 ROOF AT STAIR ROOF F i o - EL.+9 " 70P OF V-6CONCRETE SLAB AT ROOF n' : TOP OF CO AT ROOF N E H E I O FIE � EL+79'-2" TOP OF CONCRETE SLAB TEL +79'-2" TOP OF CONCRETE SLAB W) AT EIGHTH LEVEL m AT EIGHTH LEVEL 00 ��t m •e Lr' �h. 1G '�• '.II. �\.. I� .J' O W Tf O FIE ' z G TOP OF CONCRETE SLAB - AT SEVENTH LEVEL : TOP OF CONCRETE SLAB AT SEVENTH LEVEL EL. 0 a r ..: a., -, o ,m` •, r ��/ ,. '� ✓ d A �•e rr �''•,rr "\ a• a ti� - \,� ,.' 3 ..r L ' W i0P OF CONCRETE SLAB - ---' - - -- EL+64'-6" AT SIXTH LEVEL - ..... — TOP OF CONCRETE SLPB AT SIXTH LEVEL H •I ( FIFTH LEVEL PARKING 8 O TOP OF CONCRETE SLAB .... .. ..... .. C / / L AT FIFTH LEVEL m °' 1 .... TOP OF CONCRETE SLAB z N . AT FIFTH LEVEL {O EL+3 5'-6' - TH'IEEV�L / / •' �j TOP OF CONCRETE SLAB I I•+ AT FOURTH LEVEL ❑1 V1 aq -TOP OF CONCRETE SLAB N AT FOURTH LEVEL TOP OF CONCRETE SLAB .. - .. .. ' .. - — I AT THIRD LEVEL � �) - - - EL+21'-6* .. - TO OF CONCRETE SLAB / AT THIRD LEVEL ..... L Q M TOP OF CONCRETE SLAB .... ...... - .. KLN - - AT SECOND LEVEL a............... .............. EL+12'-0" � O o •I TOP OF CONCRETE STAB F m m AT SECOND LEVEL LT TOP OF CONCRETE SLAB AT RAMP ,I 0=W EL. — — — — — — — — — — — EL 0'-O' m TOP Of C.STAB DASEMENT LEVEL TOP OF CONC.SLAB C1 AT GROUND LEVEL - - AT GROUND LEVEL Q. (EL +13'-9"N.C.V.D.) I - PARKING _ .... " ... ... ... ..... (EL+13'-9"N.G.V.DJ o CROSS THR PLAZA EL 10'-0" TOP OF CONCRETE SLAB - — — — — — — — — — — — — � -) ( AT BASEMENT LEVEL .�... �� TOP OF CONCRETE SLAB SEAL AT BASEMEM LEVEL 1 BUILDING SECTION 11AA11 ®Arm SCALE:1/8"=1'-0" NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, MECHANICAL PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ >i3ai�ET ARCHITECT PRIOR 7O START OF WORK&BIDDING(TYPICAL). A NEW OFFICE BUILDING FOR JEFFREY J. WEISS 7211 S.W.62nd AVE. SOUTH MIAMI,FLORIDA (305) 448-9989 INDEX OF DRAWINGS ARCHITECTURAL COV MOM OF DRAWINGS AND CONSULTANTS M EXISTING SURVEY,DEMOLITION PLAN,ANDNOTEB A9 SITE PLAN AND Nf AA BASEMENT LEVEL PLAN AND NOTES GROUND LEVEL PLAN ANDNOTES AA NF.CDND I.RVF.I.PLAN AND N(B7nN AA THMn LRVRI.MAN AND NOTE0 A.7 PC.,LEVEL PLAN AND NOTES AA FIFTH LEVEL PLAN AND NOTES AA SIITH LEVEL PLAN AND NOTES A-r0"BEVRNTR&EIGHTH 12'EL FLANAND NOTES ASI ROOF PLAN AND NOTES ` Ala EXTERIOR BUILDING ELEVATIONANDNOTFS _ _ E A.14 P.'xT'RRIDR RDIr.DING F.I.RVATTGNAND NRIFA ErPERIORBUILDINGELEVATIONANDNOITP A.16 BUILDING BEC77ON•AA• A.17 B ING SECTION'BIP Ala aIEISIIIIHNGNRCTION BCC`C*=auk" ASB TYMC G EXTERIOR WA Al BUILDING SECTION-W AAl TYPICAL EXTERIOR WALL RRCTION'S•A•&'9' Al TYPtCAI.RETP.RIOR WAI.I.flRCITONC :----------------ir v--...-_.._- ASA STAIR NF.CI'IONN tlTAM:1I.."PION A- STAIR NRCTTON Aga BTAN is SECTION AA7 STAIN 02 SECTION AAa TOTIM ROOM PLAN&ELEVATIONS(SL[TO EIGHT FLOORS) TOILET ROOM PLAN&ELEVATIONS(GROUND FL OORO Ar14 Al TYPICAI.WAI.I.DRTABA&NOTES ---- ---- A.al TYPICALHWPDSTADSBNOTES STRUCTURAL tl.l POIINDATION&BABEMX.NT PLWR PHAaaNC PLAN BA GROUND FLUOR FHAMINGMAN SA SECOND FLUOR FRAMING PLAN SA T'HIRn&Ff1vaTH FfDDR FRAMIND PIAN O S. SIXTH FL(NIG TH FLOOR PLAN S. BI%TII TO EIGHTH PLWaPRAMINOPLAN Q111111�qltn R7[l O S. fl61�)�4 ETAAT LS&&TCPI°"OONS S. IMINFORCING DETADS&SEOPIONS O RD MLECMDETAIIA S.Ia NOTES&D BS &DETAILS. ON MECHANICAL M9 C OUND FLOOR MECHANIC PLAN MA SECOND FLWH-M&CHAMCALPLAN 1 l t MA THIRD FLOOR-MECHANICAL PLAN i Vii, ��'jJJJ](EtL� S fin M IF a FIFTH FLOOR MECHANICAL PLAN M.7 SIXTHRUEIGHTFLOOR-MECRANICALPLAN {F EFIr E`Ir Ir M.a 8WP-MECHANICAL PIAN DNS M1a SCR DUL&9 DETAAIHA ECTIONS M.11 BC DRTAUA&SECT OM H2DIII.FA,DRTABA&RRITIONN M.la DETADS&NOTEI PLUMBRINGr.EVRI.-PLUMIUNGP1AN PS GROUND FLOOR-PLUMBING PLAN PA SECOND FI.(IfIR-PI.UMFlINO PLAN PA THIRD FLOOR-PLUMBING PLAN PA ....................................................................................................................................................................................... ....... .. .. ........... EMS- FIRE........................................................................ ..................... POUHTH F1.006 PLOMBINC PLAN PA FIFTH FLUOR-PLUMBING PIAI? ...... .... :.�.. ...... .:. .... ..... .. .. .. .::.:::::. :::::. ..�:: .:::.�. ..:::. UMBING PLAN '.:::.:... ........... ::.:: :....... :.::. : .: :. .: ...... .. .. .... .... ..... .... .::. .. .. .::. :.. '.: PA ROOF PI.UMRING PLAN ra aix THRD EIGHT nI.GOa-PL PROTECTION " BASEMENT LEVEL-FIRE PROTECTION PLAN FP A GROUND FLOOR-FIRE PROTRCTION PLAN S T R E E T E L E V A T I O N FPA TIURDFA)OR- FIRE PROTD'RI'1)NMAAN PPA TRIAD FIDOR-FLRft rRfITRfTI'IfIN I•IAN FPS FOURTH FLOOR-FIRE PROTECTION PLAN PPA FHrrff M—R-FIRF.PROTRf1TTONPIAN W.7 BIR THRII FIGHT F1.fNIR-FIRR PR(IT.fT1ON WAN PPA ROOF Pr I.PROT'P.CWONMAN FPA DETAILS&NOITA —' ELECTRICAL R.l RANEWNTIAW.r.-EI,ECPRICALPIAN E9 GHOUNDFLOOR-ELECPHICALPIAN RA BECONDFLOOH-ELECTRICAL PLAN EA THIRDFLWR-ELECTRICALPIAN H8 FOURTH FLWR-ELRCTRtCAL PIAN E.9 FIFTH FLOOR-ELECTRICAL PLAN E.7 NIX TRRU FIGHT FLOOR-FAI,F. TCAL MAN RA ROOF-ELECI'HICALMAN B an EI.P.C.TRICAL NCHRDUI.RS&NOIFA R.10 RI.P.f:TRICALHCHROUI.EV&NfnTp1 X.11 ELECTRICALSCHEDULES&NOIAS E.19 ELECTRICAL DRTAUA A NOTES E.la ELECTRICAL SCHEDULES,DETAILS&NOTES CONSULTANTS DATES&REVISIONS �n'II C.1 PAVING,GRADING&D MC MAN A N C.! PAVING&DRAINAC%D RA%TARS N CA UTHrN MAN LANDSCAPING STRUCTURAL ELECTRICAL/MECHANICAIJPLUM SING CIVEL LANDSCAPE PERMIT&BID SET 1-1 ' ; �;M a t� ZVONIMIR T.BELFRANIN,P.E. GUERRERO/GONZALEZ ZAMORA&ASSOCIATES,INC. GEOMANTIC DESIGNS,INC. AND E.R.P.B.SUBMITTAL CUNS83074 STRUCTURAL ENGINEER ENGINEERING,INC. Jorry Zamora,P.E. ROBERT PARSLEY,A.&l.A. 01-28-05 PJB ASSOCIATES PA P.E.#89074 M:ehael C.Cwerrero,P.E. CIFII EnXineer 8800 6.W.81et Street 4888 S.W.74th Court Meehan al Eng.Li.*16286 EB#0008791 Miami,Florida 89149 Miami,Florid.88166 Bnfael L Gonzalez,PAE. PE#44207 TeL(806)886-8888 Tel.(906)868-0E86 - EleotriW7 Ed Ave'..,Suite 11410 North Kendall Drive,Suite 0802 02-15-05 ARCHITECT 4800 3YP 73rd venue,Suite#107A Miami,Florida 88178 Miami,Florida 88166 Tal.(806)278-7801 TeL(808)262r 894" 2990 SW 35TH AVENUE MIAMI,FL. 33133 AA#0003085 (305) 448-0710 EXISTING POWER POLE - EXISTING POWER POLE - REFER TO EXISTING SURVEY REFER TO EXISTING SURVEY EXISTING POWER POLE - REVIBIORI IMERLOCKING PAVERS - EXFI LT RATION SYSTEM- REFER REFER TO EXISTING SURVEY • REFER TO DETAIL THIS SHEET TO CIVIL DRAWINGS • S00°00'00"W 200.00' (R) o.ee.eoon __ -- _ _ _ ___ __ ___ ______ _ _ __ _ _ __ --_ - __ _ -_----___ _ __ __ ___ -- ___ \ , r I I i /' PLAZA �' � \ \� PL:A7.\A OF FINISH Nce o) \ F o s (1a n stv,D7' I I STAIR#1 STAIR#2 + I � H >4 PIP 28'-B" 66'-2" O � COOLING TOWERS I ^- FLAT ROOF ELEVATOR FLAT ROOF F� O w I MACHINE ROOM m 0-4 z z I z (Lo ❑ pq I w I � � w I I I PARAPET WALLS I n Al FISH. VEL ROO PARKING a -.-- 0 U' Lu N00°00.00"E 200.00• (R &M) m r 7 �—lllll CUTS- REFER TO CNIL DRAWINGS CURB CUTS- REFER TO CIVIL DRAWINGS N PRE MANUFACTVRED CONCRETE INTERLOCKING ®EAL PAVER SYSTEM OR BRICK PAVERS ON 1"SAND BED ON 12' FINE CRUSHED COMPACTED ROCK (6"L°YEP.COMPACTION) SUB-BASE SHALL BE WELL DRAIIJED AND SLOPED AS INDICATED,WITH 8'x8"CONTINUOUS CONCRETE CURB WITH 2f5 CONTINUOUS EDGE RESTRAINT O.W. 62 nd. AVENUE 1 I 1 I'- _ ------ ------ - ----- --- --------- - ------- - - --- - - - - -- � DATE TYPICAL INTERLOCKING PAVER DETAIL NOT CIN RACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, SITE PLAN MECHANICAL, PLUMBING AND ELECTRICAL, CML&LANDSCAPE DRAWINGS W/ EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ SCALE: ARCHITECT PRIOR TO START OF WORK & BIDDING(TYPICAL). NOR77T gI.{E� SCALE:1/2"=1'-0" A-2 REVISION U O O O O O O O " I cc nn 1 Ee A-IB a-IS I A-zs j I 198'-6" j 1' 0" 16'-8 29'-0" 29'-0" 18'-2" 29'-0" i 29'-0" 29'-0" I ; I i � I I i I : I I IN I I f STAIRJ in l� \ ELEC. TRANSFORMER: n —� J ROOM VAULT ROOM : •' 8' 0 9" III --� 5 6 � 8 9 11 1 —► 0 2 13 O O O O O O O C O O O (B} t t t A.D. O .. O A.D. O m , T fl P'-0- ] 0 10 3 FARMING SPACE R�9' O"=27'-0 10 3 PARKING SPACE 0 9'-0=2]-0" -'0 115-S� 'EO' 3 PARKING SPADE 9'-0=27'-0" 10 3 PARKING SPACE®9'-0=2]'-D" 10'3'-+' it'-4- 15-4" -0" +0 7'-0 9 0 O h TOP OF SUB EL - v RAMP DN I TOP OF SIAB SLOPE=6.53% j is 1�1 _z:-0i 2]'-O" 'r0" 3 PARKING SPACE 6 9'-�=2]'-0" 9'-0' 72'-2," 22-0' - o C) ± K 26 O O n I6 V ELEV. EL I H STO Pr e 7 b 1 17.�0. D X 0 ELEVATOR LO Y TOP OF SLAB W ' EL.-10-0 A.F.F. SLOPED WALL 1 z fV I : i I of o ` y n _ � 2]'-0" 0' ,0 ,]' 6" : 8" ` 2]'-0 I t'1 14. ti TOP OP 9UB \\ 1 zz'_z' s' a 5 Ise. 1e'_lo" a. 6z-a' A.D. o 2 0.J 6 a 1)8' 3 PARKINf SPACE®9' 0"=27-0 B" 22'-0"� B i'17 BH BB A`17/ � II A-17 STORAGE 23 O 2Oi ff STORAGE j DOMESTIC& I i 1 CE) FIRE PUMP 7 -4 F.D. ROOM F.D. B.I�-4 1 ,•, .. Q W A 0" 27'-0" 16'-2- 27' 0' 'j0 2]'-0" i0 a'- b' 22' 0" f 14'-8 , H-a 'i O a w r NQ !:::: Q m o 1 i I I' d -.r._. _ - - -- - ._ _._._... —- -- _. - - — - - w _ ,. ---- ---- . - -... O m � w m I roTTII 1 ' T OF SLAB 6 SIOEttAII( a N N.O.S.D. I I I � I SEAL I 16'-R" 29'-0" 29'-0' 18-2'. 29'-0' 29'-0' 1 29'-0' 1 198' 6" I I O A IB O U A 19 U e 20 O U 7 � 9 DATE NOTE: EJTERIOR DOORS& FRAMES SHALL BE HOLLOW METAL: STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, " Eh1ERGElIr'i GENERATOR ELECTRICAL. MECHANICAL& ELEVATOR BY CGI OP.APPROVED EQUAL-ALL WITH CLEAR IMPACT GLA<IIJG. MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL& LANDSCAPE DRAWINGS BASEMENT LEVEL PLAN NOTE' FOR ALL LOCATIONS OF FIRE-RATED S!°IEET MAC HIhIE ROOM DOORS SHALL BE 'P'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS- ALL TO HAVE MIAMI-DADE W/ EACH OTHER. ANY DI SO,EPAIJCIES TO BE COORDINATED W/ WALLS, P.EFER TO SHEET A-30 OTHER RITERIOR DOORS & FRAMES SHALL BE 'C, LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL. ARE PRIOR TO START OF WORK& BIDDING (TYPICAL). SCALE:I/8"=1'-0" NORTH A-3 REVISION cc DO RE O o 0 0 0 0 0 0 0 o.f�fine 1-18 1-II 1-60 198'-6" i i I 1-0" 16'-8" 29'-0" 29'-0" 18'-2" 29,-0" I 29'-0" 29'-0" 16'-8' V-0"i , I I I I I I I I j ________+__ _ __-------------------------------------- -__ --------------------------------------------------- ------------------ __ ___ __ ___ _ __ _ __ __ _ _ -__ __ _____i_______---------------------- - 1— i / ZA \ � PLA .:>•:: ®, ..PLAAZA`. OP n=,rlNlsn.. ti — — '.// L vl2'=1' N t E 5"' O/. "V ,BL:-O fl 4 I \ .i 9-0 2" 9-0 '20' 0" I 4 :1... ; 9 0-_' •t0 27'-0; 'r0" 2'-0" •{0" 7' 2" 3•-9 -3" '�0" 5• 3 -0'�`5-3` 3 3" =0 5 J5' 0 5 3". '--0' '-3" '-0" 5'-3 5�`3 -0. 5'-3" =0" -3" 'Y0. 5 11-5' ''/^� % VI o /' \ � ICI ✓ I I L E OF BUILD I \ \ 1 _ _____________ r.' -� O I O STAIR 1 — --- _i -- � '�`--'.�—._}r f ..../ i ��'-'�\�—��gg, Ul�if-gfi,pA-7 '-, n '� =1- ',;- --- --- - -- -- i- - - -'I-- '�-- -- - I� — — I •;— -�Wy---- 'm J REFER TO ..\ „i• / ` �( \ /DRAWINGS o W _. - - t �V V� .D. ..OAO, b A.D. OA RAMP UP F 70P OF 9LAB I _ 1� •j ...� \ TOP OF$LAD IL.� b SLOPE=6.J97. i •I EL.-12'-0" I .I z v/ t 'a , 8 14 B' \2 0 a::' B' 22' 0' '-0' 2]'-0" '-0' 9' 0" 72'-2' 22'-0" 18'-0' _ \ \\ // / I ° - m O -� a - - - - - - 1 - - - - -0 w 42'LOW WALL i If .CROSS TBRU/<P\LAZA\'i t 42°LOW I j ELEV. tl'Oi FTIFoD F. H.C. t 1 - �5 B �,I,H ' I `• .I I -ti/TOP 04'FIN6H\ \ yy,, SLOPED FiRF TOILETS I WALL j -- - /� COMMANll ROOM ii \ 8 / / 22 4 -B" 22'-0" B" 39'-4" D 7'-8 10 27'-0" 10" 7'-0" 9'-4° 4" 9'-4" ]'-10' 8" 22'-0" 8 - _p 16 0' EXHAUST FANi 6� t� REFER TO v / v DRAWINGS KITC IENE h�'1 II m 7 , ......... ................ .......... ......... ,._:,..� yl.-:: :: :._. ----.-.. -_.-..-.-- ..k.. ........... .....,....-,. .......,... �� _-. - ..-...._.-. .... .----------- .. .. ...... ....-......... .._--- ...-_-__- --._ ---- >: ./ i FANII fPOD.ET FIf.� OII)EP T• _. .., li.......... .I,._ / DRAW WI MECH.' \ ^ ,. ° ............. - B / L�II 6 B" 22'-0" II 1B'-9" 2]'- 1]'-2" ' N 22'-0" B '-2"4" 6' " " 15-2"5' " RETAIL#1 I RETAIL#2 LOBBY RETAIL#3 RETAIL#4 I a �I ��Toe De sue TDP u slAe ToP oe SLAB ti aoP of suB ti•roe of sue °' "I' - "i EL-O-"(+13'4'N.G.V.D.) EL:0-0" 13'-0"N.C.V.D EL.-OG T N HB (^ ) (+ 9°N.G V.D.) A-1] 1-17 — -- -- RESIDE DUMPSTER -_' 1-BEDROO APT. Q A'� j .P TOP O O SLAB ' / 1 M .,' --"(i l3'-9"N.G.Y.D.) a I K . I O B"- m u —22•_0• B" � 22'.-5"— ----4— — _.-25'-1" B -0 6'---4�- - 25-- 4•.__. -. -_1]•_2" -6-.. 22'_0" B" 17•=4� ® 8 _---_ ___ — _O — — w o I V! 1 I a a f PREVENTDRS ^, _ I- Q O o O im y / \ I. 1. \ \l l z m I \ a � L 1 . i I - � a AD � .ARC E ' '>Oi -0 '-D''-0 22"0' ��0 3'�. '-0 -0�':5 0 $..3 '-0 ,5-3. =0 8.�-11'/- Q�� 27' 0" \ �`-0 5' J' 5.S 0 5 � �� - 3", -0 5.3 0�' 0 / 22.-0' - -0' 6 4 -�, 6 4 , -0 _ AR TIbN. '—' f. tT10 9 61OCDAI!!;' -j �` x ��Al'C"..ELE4'ATIOA FI�SIDERAIA r ry I I o "`. f '----- -- --' -° --`-- -- --L -/ +- -- --- - --------------- - -- ------- m a'.c.r.tl:7. - - ---- --------------- -------------- ___ \/ '../ ♦/ \ ___ r PLANING ARE }1 /�- 0 ♦-- \` --1, \/ \/ T.., t \ l /�\_J' PLANTING AREA- \ j'.' REFER TO LANDSCAPE PLANS .N REFER TO LANDSCAPE PLANS \ PLANTING AREA n REAL I I I I I I 1'-0" 16,-8" 29,-0„ 29,-0" I 18'_2" 29•_D„ 28•-0" 29,-0" 16,_8• 1'-0" _ I I � 198,_6,: LINE OF STREET CURB LINE OF I j STREET CURB UNE OF j CANTILEVERED CC ) CANTILEVERED DD CANTILEVERED I ; STREET CURB CANTILEVERED j BUILDING ABOVE 1-I6 BUILDING ABOVE 1-10 BUILDING ABOVE BUILDING ABOVE O O O 4 O O (D O DATE AItIRm NOTE: INTERIOR DOORS & FRAMES SHALL BE HOLLOW METAL: STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, GROUND FLOOR PJ..�L"�l\ EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL& ELEVATOR By CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL&LANDSCAPE DRAWINGS NOTE: FOR ALL LOCATIONS OF FIRE-RATED ®HEFT MACHINE ROOM DOORS SHALL BE 'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DARE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ SCALE:1/8°=V-O" OTHER INTERIOR DOORS & FRAMES SHALL BE C._LABEL FRE-RATED. COUNTY PRODUCT APPROVAL. ARCHITECT PRIOR TO START OF WORK& BIDDING (TYPICAL). NURTH WALLS, REFER i0 SHEET A-30 A-4 REVISION O O Q O O O CC BD j EE • A-Le ' I A-LO I e-zo I I I I 198'-6" i I I 29'-0" 29'-0" 18'-2" 29'-0" 29-0" 29'-D" 16'-8" 11-0•'-f� - i i i I i I j i i i I i i i C I i i i i i i i ra I I I i i i I j 5'-3• , • 53" 2• 5 3• �7'-0i •_3" 0 5•-3" O" I'0 -2" k,3 9. • 5'-3" 5'-3• 2'-0', 5'-3" O-OI 5-3 0- 5-3• 07 5'-3" i3O 5•-3" 11'-5"2' 5_ S�a� 5�3 2 0 � f Fi fr ......... ._- -- .: O --- — STAIR S AIR 2 O H LINE OF BUILDING C ABOVE I I I REFER TO DRAWINGS MECH m O O O O O O D I I I I 6 E 9 O O O O O W 1 3'-6"A.F.F.SLOPE 0. A.D. LOW WALL AD. W 8" 9'-0• ]-0" 27'-0• 'LLO J PARING SPAC ® '-0•=2]'-0• 'LLO 7'- B'-4" 0 3 PARKING SPACE 9'-0"=27'-0" '+.0 3 PARKING SPACE 0 9'-0•=27'-0" 3 PARKING 5 ACE A 9'-0" 27'-0• � 7'-0" 9'-0" _5• OD RAMP UP TO THIRD BOOR RAMP UP -I SLOPE=6.39R •1 I:: ,j z Q A-t6 � A-IF e 14'-8• •-0" 27'-0" '-0• 3 PARKING SPACE® '-0 -27'-0" '-0" 9' 0• Je'-2" 6'-0• 12'-O" 9'-0" =0" 2]'-0" '-0• 14'-e• e" I 3a I,I, 11 O O O :o EL IV. 0 E EL V. 0.4 4 ELECT.�TI TOP OF 6LAB RM. \P TOP OF SUB FL - O •I m AT SECONB UP. pT.S1F.2C'ONO FLOOR • p A.D. Lr -0' •I II'I a, A.D. ELEVATOR I 5 O 9� LOBBY : 2D W ^ TOP OF SLOB r� �41 0 i GO D —-------------- ---—— ----- --- --1�-- ------ ----------------------- --— ------ —------------------------ " — —— — —— — —— -- — ------ ---------- ——-- ------ ----- --° ----- ------------- --�— ---- D I I 1 36 I. 0" 18'-0• 1 27'-0" 78'-2' 27'-0" ;0 27'-0' \J I 18•_0• :--8' ~ H 3'-6"A.F.F. SLOPED LOW WALL ? L� I I I •i I I I •I RAMP UP I'I •� •I BE SLOPE-5.75 8 xx BB A-17 iI A-17 I I I I I i I I B 16'-0" 8 'f, 3 PARKING SPACE®9'-D• 27'-0" 'i0" 3 PARKING SPACE 0 9'-0"-27'-0" 'r0" 9'-0" 3'-10" 3'-4" 3 PARKING SPACE O 9'-0" 27'-0" 27 0 3 PARKING SPACE 0 9'-0•=27'-0' 'YO" 3 PARKING S ACE 0 9'-0" 27'-0• 6'-2" 6'-d• 5'-6• �-a" Q CL i A.D. © A.D. 0: i 0 AO O O O O O O O O OP To O O O O O O GENERANTOR j 5 34 33 32 31 0 29 I i B W ::I ROOM O _ Z °g O F -----•°, - --- _O rF`•/1'-0" OPE1N 619'-'T5'- .. --------- �--i " �0' " 0 1—G4�"• I • G�1 O I i II.•.. ' • ------------- ----- ---- S'T•O O I I I:/ :. - ---- O`I I I�•- -f -�.........' •-O I I ..-- O 4i j I 5• 51'—a3".,16'.1-..I8."-5'—J-"1'--.3-0.O'—"5;I I' ... : ----------BELOW 4, 1-4" 4 • ��Ll:-4 �.Ji L —4" a 3 5'-3" 5'-3 5'-J 5 J 28- B 5•-3• 5 5_3 '0 5 5-3 29'-0• 29'-0" 18•_2" 29•_0• 29'-0" 29'-0" ISIN e I I I O Q m 4SS. AETAx N N E L 8 NOTE: EMERGENCY GENERATOR. ELECTRICAL, MECHANICAL&ELEVATOR NOTE: BYUCGIUOR APTPROVED EQUAL-ALLWITH IxCLEAR WINDOWS SHALL GLAZING. NOTE: MECHANICAL PLUMBING COORDINATE ELECTRICAL, CTUR&SLANDSCA EL DRAWINGS MACHINE ROOM DOORS SHALL 8E 'B'-LABEL FlRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DA W/EACH OTHER.ANY DISCREPANCIES TO 8E COORDINATED W/ SECOND FLOOR PLAN NOTE: FOR ALL LOCATIONS OF FIRE-RATED BI-IEE4 OTHER INTERIOR DOORS& FRAMES SHALL BE 'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK & BIDDING(TYPICAL). nil ^ WALLS. REFER TO SHEET A-30 SCALE:1/8"=1'-0" \� / NOHTEi A-5 REVIBIORI • O O O O 0 � � � O oun..mn DC DD EE e-16 1-10 A-ED i6-6" 29'-0" 29'-0" i6'-2" 29'-0" 29'-0" 29'-0" _ 15'-6" 1'-0'-I> _ I I I I I i I i i i i I i i i a w i II 11•_5` <m '-3• 0" 5'-3" Y0' 5'-3" '-0" 5'-3^ 0" 5'-3` 0' S'-3 m 20'_2 5'_J• 0• 5'-3^ 5. 3" 0" 5'_3^ } _ _ _ • - - _ 5'-3" 5'-3" 0" 5'-3' 0' - 0" 5'-3" 0 5'-3" 0' S' 3" 0" 5' J" 0' S' 3" 0' S' 3 1-0-, 5'-3' 0` 5'-3" 0" 5'-3" 11'-5`0' �O 00 0000 00 O 00000 O� 0 0� _1 I \ ST ,1 I I i W F O O O O O O O O O O O O O O O 1 2 3 7 6 9 10 11 1_ 13 14 5 O o I:. 11 O uu A.D. A.D. O 89'-0" I. 7' 0" '+0' 27'-0" '+0 3 PARKING SPAC ® -0^=27'-0" "0 18'-2" '�0' 3 PARKING SPACE 9'-0"=27'-0" ''0 3 PARKING SPACE®9'-0"=27'-0" ';O' 3 PARKING 5 ACE®9'-0"=27'-0" 9'-0" IRAMP UP TO FOURTH FLOOR RAMP UP VIII, 23 v IIWII z j I SLOPE=6.39R I •i `j � AA as A 109 i 204 H 27'-0" 0" 3 PARKING SPACE® '-0 -27'-0" .0" 9' 0" 38'-2" 6'-0 12'-0" 9'-0^ 0" 27'-0^ �',0" 14'-8" S. (e 1e 19 zo 0 ELEV. V. EL V. z1 zz zs V o ELECT O �1 o �I I TalTOF SUB RM. \'a� I, TPTHIRD LFI'LOOR O ° O o EL.+26'-D.. — j B 7'-B 10" :::::27,0. 10 T/ .L.+21'-B" •m O o ° • 47 A.D. ELEVATOR _ A D. � O LOBBY J TDP ne sLnR W EL.+z1 6 Y � z eo o - D O � �J m o 27'-0" 78'-2" 27'-0" '=0' 27'-0` '�I .I II I •I I I I I:� b i I I j I i is RAMP UP , BB 'SLOPE=5.75% A-la 1-L7 'I �I II I I I �I I I. B 5'-6" 6'-a^ 6'-2" 3 PARKING SPACED 9' 0" 27'-0" 10" 3 PARKING SPACE®9'-0"=27'-D" LO" 9'-0" 3'-10" 3'-4` YO" 3 PARKING SPACE 0 9'-0"-27'-0" '10 3 PARKING SPACE 0 9'-O"m 27'-0" '}0' 3 PARKING S ACE 0 9'-0"=27'-0" j 6'-2" .6'-4` 5'-6" C A.D. O q 16 o A.O. .... #::. o... _. ......... ..... _..._ - _....... .. ............. .._.. O O \ O 4 D •:. ~ _ (44 43 YO2 O 4O0 39 38 l3]1 36 35 3�6 33 3'2 3OI (3C 29 / F II I' STORAGE _ STORAGE a a Q x O. ._. ._\ d.. e,. °° STD. b ` q i � i I I i � I I •� d y�g�i ® ® ® I ® ® r� Si m / 5'-3- 'f T001-4 3M 5'-3" 4 IO" 5'-3" '3" 5=3" /I. 5'3 4"0" 5'-3" 11•-3• 001-a 1-4 /- �\ 3. L "' LO0 �EA6.3-5' 5'-3" 5 3 4 S" 5'-3" 5'-3" 28'-4' B'-11" 5'-3" 5'-3" 5'-3" 4"0' S'-3" 5'- 5'-3" 5'-3 4�5' S J" 5'-3" 3'-A" i �1'-0" 16'-8' 29'-0" 29'-D" 18'-2" 29'-0" 29'-0" y 29'-0" 198._6. O �J O O O O O O O O/4TE • mmm�r NOTE: INTERIOR DOORS &FRAMES SHALL BE HOLLOW METAL: STAIR, NOTE: ALL EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL& ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL&LANDSCAPE DRAWINGS II/II \II NOTE: FOR ALL LOCATIONS OF FIRE-RATED ®FiEET ` MACHINE ROOM DOORS SHALL BE 'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ THIRD FLOOR PLAN IV�II—�VI WALLS REFER TO SHEEP A-30 OTHER INTERIOR DOORS& FRAMES SHALL BE 'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL. ARCHITECT PRIOR TO START OF WORK&BIDDING (TYPICAL). SCALE:1/8"=1'-0" A_6 NORTH REVISION CC DD EE 1-18 1-19 1-m yi-1'-0" 16-6" 29'-0" 18'-2" 29'-0" 29'-0" 29'-0' 6'-8" 1.-0. :� 11-5, 5'-3- 2',,- 5'13• 2-07, 5'-3" V-07, '-3' V-O" 5*-3" g'-O' 5•-3• •-0- 5-3• •-0• 5•-3• '-O" 5'-3- 20'-2" 5'-3' V-01 5'-3' ?,'-C� 5'-3- 2-07 5'-3" V-107 5•-3• 2-0, 5•- 2•-0,• 5*-3" 2'-0", 5-3- •'I,0• 5•-3• 1 l'-5" 5'-3- 5'-3- 2 5 3 ._.011 7 7 wmm m P4 47�� m, 10 T (D 0 (D 0� a G 8 8i IS a a _ ____ -_ --- - LL R Lu lu -0 0 0 lu UT A.D. 1 D. D. O� .-0 7.,a. .. 0 3 PARKING SPAC 0 '-0* 27'-0" �,io� 16'-2' I�1 3 PARKING 5 ACE 0 g'-O" 27'-0" 7'_0' 9,-0, 5 50 i 27'-0" 3 PARKING SPACE 9'-0" 27*-0' 3 PARKING SPACE 0 9*-0" 27'-0 0 sRAMP UP TO FIFTH FLOOR RAMP UP f •SLOPE=6.39% z .................. 11-4 O a !IT Z. 0 '-Oz 6'-O� 12'-0" 27*-0"I II 14'-8' 27'-0* SPACE 0 '-0 -27'-G" 9,40" 38'-2" _O" -8.II �II & .. ........ ------------ ----------- ------------------------ ---------------- -------------- G 201 0 0- 1 Kv. FEIL�Ev. 0-4 44 WDWDWDy ELECT Rm. OP OF STAR• 0 TOP OF SLAR B' 7'-B' To- 27' 0' 10' FL OR A.D. FL. ELEVATOR I MC LOBBY TOP OF V Lil L'.ji z I---------------- -------------- ---------------- ------------ -------------------------------------- .......... (DO 2 1 0 18'-0' a"Iii la'-O- 27'-0' 78'-2' 27'-0' 7•-0' aq RAMP UP SLOPE-5.758-- ------------------- ---------------------------------------- FF= 6'-2- 3 PARKING SPACE 0 9'-0'-27'-0' 3 PARKING SPACE 0 9'-0' 27'-0 9'-0- 3'-10' 3'-4-Z!iO" 3 PARKING SPACE 0 9*-0'-27'-0" 3 PARKING SPACE 0 9'-0"-27'-0' 6'-2' F-6'-4'----J,5 5'-6- F--6'-4--T, I PARKING I ACE 0 IP-O' 27'-0" -8. O C6 Of 0 DAD. -----------------........ ----------- - --------------- ------------------------------ ........ ---------------- ------------- ........... ------------- -- O Lu 0:,, T T i.. (D�2 S S IS 0 IS e G G IS C-) U T c) z 0.u�uz --------- -------- F77 .......... F SM :-4: 1:-4: :-4: 1-4 -4- —1:4. 1::-,4: -4 1 B-'.1-.:::. 5-1- 5 5 3 4 S'-3- 15 5 3 4 5 5' 3 S 3'-6-3� 283 3 5 3 '-3- 5 5' 3" 3 a 1 -1 5 3' 4 1 5' 5' �l 5 J I' -0. 16•-8• 29•-0" 29•-0• 18•-2• 29•_0•• 29•-0• 29•-0• 15-8. 1 198,-6" z_cc_\ DD EE U3 U6 U8 U9 DATE C I SPAG NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL: STAIR, NOTE: ALL MINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL& ELEVATOR BY CGI DR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL&LANDSCAPE DRAWINGS M SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADS W, SFlEET MACHINE ROOM DOORS SHALL BE 'B'-LABEL FIRE-RATED, ALL H OTHER.ANY DISCREPANCIES TO BE COORDINATED FOURTH FLOOR PIAN FOR AL LOCATIONS OF FIRE-RATE COUNTY PRODUCT APPROVAL- EACH W/ LS'L 0:] OTHER INTERIOR DOORS & FRAMES SHALL BE 'C'-LABEL FIRE-RATED. ARCHITECT PRIOR TO START OF WORK&BIDDING (TYPICAL). SCALE: WALLS, TO SHEET A-30 NORTH A-7 REV181o1N • O O O O O O O O O GG I BD EE 1-18 ! 1-11 1-88 yr 1-0" 16-8" I, 29'-0" 29'-0" 18'-2" � 29'-0" 29'-0" I- 29'-0" I I j j II I Q� o j i i i i j a i 11'-5" 5'-3" ,Z•�Q" 5�3" 2-0� S�J• 2•_D• •_3• •_0• 5•_3• •-0• 5-3" V-07 5�3" ;'-Op 5._3• •_0• 5•_3• 20•_2• 5•_3• •_0• 5•_3• 5•_3• 5--3- -0 5-3�2-0. 5'_3• �•_0� 5•-3" 2•_D� 5•_3• �Oy 5'-3• -0" 5'-3 -Oi 5•_3• •-0• 5•_3• �0� 5' 3" ,, il'-5- Vl STAIR, -- - E� T' S,AIIi 2 O II a I m _ f JI 51 52 53 4 5 6j ] 6 9 IO j I, 12 13 ,a IS ,6 JI O O OIL O O O O O O O � O O O �! O O f0 W ,III P:. o c O O o o AO b A.D. aD. •q a�O I � I I 8 9'-0" ]'-0" =0 27'-0" 3 PARKING SPACE O W-0"=21'-0" '+0 18'-2" '%0 3 PARKING SPACE 9'-0"=27'-0" '�0 3 PARKING SPACE O 9'-0"=27'-0" '�0 3 PARKING S ACE O 9'-0"=2]'-0" +0 ]'-0" 9'-0" 8" CID RAMP LO FROM FOURTH FLOOR ! ! v SLOPE=6.39% � I •i I I'. •j � , O 1'-4 j 8 14'-8" =0" 21'-0" 3 PARKING SPACE O 9'-0"-27'-0" 0" 9'-0" 38'-2" 6'-0 12'-0" 9'-0" !0° 27'-0" -O ... ..... C .'... n ,a O .3 D o ELEV. .O "EI .V EL V. O O z6 hWU-I ELECT. O O� F� RM. I O 'I O TOP OF SL1B U OP OF SIAS •I p 1 i A.D. 00 AT FIf771 FTQ 'I• B" ]'-8" 10" 2]' 0" 10 \ T FIFTH MOR m AD o ELEVATOR L+aO'-s" 47 ! LOBBY 26 ! TOP OF SLAB EL+4D-6 D --- ----- ----- -- - ----------- --,} ------ - ---- ---- - -- -- — - -- ------------------------ ---- ----- ------ -- - ------------- ----------------� --- I o "o I :I \�3'-6"A.F.F.SLOPED ( 27 I B 18'-0' �' 27' 0" LOW WALL 78'-2" 27'-0" '%0 27'-0" 18' 0" H I I i q I q o 45 RAMP UP BB SLOPE-5.75% 1-1x a-1x 'r0" 3 PARKING SPACE O 9' 0" 27'-0" '=0" 3 PARKING SPACE O 9'-0" 27'-0"_ V-1 0" 16'-2" '=0" 3 PARKING SPACE 9'-0" 27'-0" 'TO N J PARKING SPACE O 9'-0"=27'-0" 3 PARKING S ACE O 9'-0"=27'-0" -0" 14'-6" ft j aD LINE OF BUILDING ABOVE O O A.O. Q aD. o O E :: ------ - - -- - - ------------------------ , ..-..-.,-.-_ _..._. E W W 4 a3 \ 42 I 41 I 37 36 35 33a 33 32 �� / \ O I U i- i O O. O. ID. 0 aD. A. Q¢Q m QQ 0 I O - ------' --- - O F i i i i i i i i I i i j •i m BEAL 94'-2° 28'-4" - 76'-0" 'i 16'-8" 29'-0" 29'-0" 1B'-Y 29'-D" 29'-0" 29'-0" 16'-8" 1'-0" EE ! - d-B O O O O O O O O OATe " .M,TA,99BN, NOTE: INTERIOR DOORS&FRAMES SHALL BE HOLLOW METAL: STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, FIFTH FLOOR PLC1L\ EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL& ELEVATOR BY CGI OR APPROVED EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL&LANDSCAPE DRAWINGS NOTE: FOR AL LOCATIONS OF FIRE-RATED ®FIEET MACHINE ROOM DOORS SHALL BE 'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MIAMI-DADE _ W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ OTHER INTERIOR DOORS&FRAMES SHALL BE 'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL. ARCHITECT PRIOR TO START OF WORK&BIDDING (TYPICAL). nil /I WALLS,REFER TO SHEET A-30 SCALE:1/8'�l'-0" I\\I/I NORTH A_g ' -- ---- | | REVISION cc DD EE raw 53' 5'-3- jr-O� 5-3- V-0� '-3- 2'- 5'-3- ��O� 5-3- �-C� 5'-3" 2-0: 5'-3- Zoz 5-3- 2,110-', 5, 5'-3' Ot 5'-3" 2'7_ 5'-3- 2' 5'-3- V-0t 5'-3- V-10Z 5'-3* �-O� 5'-3- g'-O� 5'-3" �-O� 53' g'-oj, 5'-3" �'-O', 5-3 27-0� 5'-3- 2'-01, 5-31, Z_�" AIR 2 OD OPEN OFFICE PLAN co El MEN rp WOMEN IE ............ ............... T i OPEN OFFICE PLAN cd co 5-3. J-._5- '-3- 5--l' 5. 0 ',j 5'-3" 5'-3- 5'-3- 5'-B'i 5'-4- 1,5`5 1 5'-1_ I L-�l 5 �'-01, 5'-3" 5'-3" 5'-3" �'l 5--l' 5'-3- 4'-2' LU CL BEAL io 'JI1. . `_' ^ `_' `-~ NOTD INTERIOR DOORS FRAMES SHALL BE HOLLOW METAL: STAIR. N-E� ALUMINUM EXTERIOR STOREFRONT AND FIXED WINDOWS SHALL BE �E: CONTRACTOR TO COORDINATE ALL ARCHITECTURE. STRUCTURAL, SIZES AS INDI TED ON THE DRAWINGS-ALL TO HAVE MAMI-DAD MECHANICAL,PLUMBING AND ELECTRICAL, CIVIL&LANDSCAPE DRAWINGS EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL& ELEVATOR B CGI OR APPROVED EQUAL-ALL WITH CLEAR MPACT GLAZING. SIXTH FLOOR PLAN FOR ALL LOCATIONS.1 17RE-RATED MACHINE ROOM DOORS SHALL BE W-LABEL FIRE-RATED. ALL CA E W/EACH OTHER.ANY D15CREPANCIES TO BE COORDINATED W/ OTHER INTERIOR DOORS & FRAMES SHALL BE 'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL ARCHITECT PRIOR TO START OF WORK & BIDDING(TYPICAL). WALLS,REFER TO SHEET A-30 ' �---_-� REVISION DD A-19 A-M 198'-6" 29'-0" 29'-0" 18-2" 29'-0' 29'-0" 29'-0" 16'-S" 11-0, 5-3- 2'r ' 5'-3" 2'-0Z 5'-3- '-3- 2--0', 5'-3• Z'_!0- 5-3- 2'-0" 5'-3- 2'-0-, 5'-3• 2--01', 5'-3' 240-, 5'-3- 5'-B' 5. 2 To' Zo� 531 1., -3 V-3' 2'-O� 5-3- 2-)� 5'-3- V-0-, 5'-3- 210Z 5'-3" Z'-O� 5-3- T-3' Z'-O� 5'-3- Z',4� 5'-3 5'-3- 2'-0" 5'-3- 2'. 0- 53 11'-5- ST AIR --------------------"• ------------ ----------- 00;I I I i I j I I i i I I,I I I :iI�jIIIi iI!I II 'OPEN OFFICE PLAN ka - ------------------------------------------------------------------------- ..... 5. 1 V-5' I-.- go,-Io" 31,-G" W-0, -8. • 41'-4* 4 Li ................. El- -El- . ...... MEN ELEV El Ev. F41 b 6'-10',� 3-9" 6'-4" 12'_6" —Y-9, 0 -ell 4.Lzi y LD ELEC. RM. WOMEN ---------- ----- ----------- -------------------- --------------- ---------------- ------- ----------- --------------------------------------------- lksT 86'-6- 1 ------------ OPEN OFFICE PLAN -------------------- ............................... ........ ------------ Lu J7. --------------------- F ........... 4'-2� (j)u �'10� 5-3' 5'-3- l0 5 5 -0 V-3" 5'-3" 5'-3" -0� V-3L -2- 3- 0 [0' 5-1- 5--3. W-3- J], 1--l' 5'-4" ............... .. ................................. an (D L REAL _O. -0- -B_ -0' '-2" 29'-0" 16' 29' 29 18 29' 1 29'O U6 C-9) F DATE_-I I P- 1 NOTE: INTERIOR DO RS & FRAMES SHALL BE HOLLOW METAL: STAIR, NOTE: ALUMINUM EXTERIOR STOREFRONT AND RXID WINDOWS SHALL BE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, EMERGENCY GENERATOR, ELECTRICAL, MECHANICAL& ELEVATOR BY CGI OR APPROVE EQUAL-ALL WITH CLEAR IMPACT GLAZING. MECHANICAL, PLUMBING AND ELECTRICAL.CIVIL& LANDSCAPE DRAWINGS ECHANICA W MACHINE ROOM DOORS SHALL BE 'B'-LABEL FIRE-RATED. ALL SIZES AS INDICATED ON THE DRAWINGS-ALL TO HAVE MtAMI-DARE / EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED SEVENTH & EIGHTH FLOOR PLAN FOR ALL LOCATIONS OF FIRE-RATED OTHER INTERIOR DOORS&FRAME SHALL BE 'C'-LABEL FIRE-RATED. COUNTY PRODUCT APPROVAL. ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). WALLS, REFER TO SHEET A-3D SCALE:1/8--r-o" REVISIO14 9 16'-B" 29'-0" j 29*-0" 16'-2" 29'-0" 29*-0" 29'-0" 16*-B" 1'-0"^- I TOP OF SLID 0 PARAPET WALL �'UCW I". OVERFLOW SCUI PER OVERFLOW SCUPPER OVERFLOW SCUPPER OVERFLOW SCUPPER OVT!F1,OW SCUPPER -----------...... ----------- ST R 1 fl.D\ Fi.6\,— RV D. RID, S AIR2 rb -- - ----- -- i - i' - i ---i - i1_ -1 ---i ------------ ---------4----------------- ------- —--------------- O O TO W W`Ah1IWQ~O(m a��n]1N®/S 00 2 z 0, co F===1 ELEVATOR MA CHINE ROOM CODLING TOWERS 121_1F,1LW ............ ............ .................. TD TOP OF AU G.PARAPET HAm EL,95'-O"N.G.V.DL o D z aq FZ ----------- ---------------.............. ------- ---------- ........ .......... ----------------------------------- ----------- 12L I eALI i ------------------------------------ ------------------------------------- -------- ---------- TOP or STAR 0 PARAPET ALL -B'CONC. PARAPET WALL N.G.N.D. O 0 ------------------------------------------------------------------------- --------------.......---- Lu YI: ---------- --—----------- -------------- .......... -------------- ----------- X ii i - ------------- ------------------- --- -------I I': ------------------- -- ----------------- ------- ----- ..... ..... .... --.----------- J, 29'-0" 29'-0* 29'-0" 18-2 29'-0" zg,-O,, 16'-8 11 AID V11 i U3 u, G) OATS— NOTE: FOR TYPICAL FLASHING. PARAPET. OVERFLOW SCUPPER.AND NOTE: CON RACTO TO COORDINATE ALL ARCHITECTURE. STRUCTURAL. ROOF PLAN • ROOF DRAIN DETAILS, REFER TO SHEET A-31. MECHANICAL, PLUMBING AND ELECTRICAL,CIVIL&LANDSCAPE DRAWINGS SFlEET /EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ SCALE:1/8--1'4)" NOHTH ARCHITECT PRIOR TO START OF WORK& BIDDING (TYPICAL). REVISION �i U o Q o o c) C8 o TYPICAL ALUMINUM FIXED WINDOWS METAL RAILING E.S.P. ~ &FIXED DDORS W/CLEAR IMPACT PAINT-BENJAMIN MOORE- 1 GLAZING - PAINT BENJAMIN MOORE HC-128 CLE4RSPRING GREEN - HC-125 CLEARSPRING GREEN EL. +100'-0" ' EL +tOO'-0" - — — — — — — — 'I, — — TOP OF CCINC-SLAB TOP OF Cb NC.SLAB �y AT OF ROOF AT STAIR ROOF W Ull I I i F N —I EL TO —P OF COLIC. SLAB ._ TOP OF CONC. SLAB r, AT ROOF AT ROOF ' � W EL TOP OF CONC. SLAB — TOP OF CONC.SLAB /V AT EIGHTH LEVELil AT EIGHTH LEVEL Fi) m co 0'. 00 _ f7l m z 'TOP OF CONC.SLAB TOP OF CONC.sLAe AT SEVENTH LEVEL' ! AT SEVENTH LEVEL FBI nm I I EL EL TO. +54'-6" W TOP OF CONC.SLAB F OF CO. SLAB U AT SIXTH LEVEL � � i i AT SIXTH LEVEL OoLN OPEN OPEN OPEN OPEN OPEN I OPEN r1r LOERS ESPMEAL AIUIJE.S.P. PAIhIT-BENJAMIN - - - - - - - - PAIIJT-BENJAMIIJ MOORE - MOORE - HC-128 O TOP 0.'CONS. SLAB HC-128 CLEARBPftIIVG GREEN CLEARSPRING GREEN AT FIFTH LEVEL . TOP OF CONC SLAB AT FIFTH LEVEL /� fV I ToPOFCOLIC. suB - - - - - - - - - - - - -- _ ,`3 4T FOURTH LEVEL O — _ — — I — — EL. 3 0" — O TOP OF CONS. SLAB C4 AT FOURTH LEVEL n EL m ml mm M TOP OF CONIC.SLAB -- —_ AT THIRD LEVEL I EL 21-6 — /� - - i — — TOP F N1. O 0 CO S AB AT THIRD LEVEL v EL. +16'-U" III � i TDP OF CONC'. `.LAB Q AT s �oN� LEVEL II a E ' EL +12'_0', K d - - - ` - I vi J I TOP OF CONC.SLAB LL W a j j I m I � I .^ i /� AT SECOND LEVEL f L 0 j o� ,fi 'ToP OF cowc sub — — — i — — — — I i 8 i I � ` W � i � i � i \ � 3_ � I L� � 3 Ii o O=w R AT RAMP o i 7 RAMP UP ..:. �nnm novnry �� ', j I � ��w EL 0-O' t EL.0,_0" i .i,. .' I.! .. .J. ...�... ..t... x 7OF nF C'ONC.SLAB 1 ! ! TOP OF CONC SLAB ~ AT GROUND LEVEL ! f - AT GROUND LEVEL m m _ TYPICAL TRIM: STUCCO FINISH - --- -' ! (EL. +13'-9"N.C.V.D.) a TYPICAL STUCCO COLUMN FIIJ ISH PAINT-BENJAMIIJ MOORE _____ n ---- TYPICAL FIELD: STUCCO PAINT-BENJAMIN VOORE - HC-39 PUTNUM IVORY __--------'— STUCCO FINISH �+ ---- ------------- FINISH. PAINT-BENJAMIN j_p° HC-39 PUTNUM IVORY --- STUCCO FINISH PAINT-BENJAMIN MOOP.E - 1 A EL (-) I MOORE - HC-44 LEIJOX TAN I _ ___ PAINT-BENJAMIN MOORE HC-54 JUMEL PEACHTONE �TOP OF CONC. SL48 _____________ ------------- HG-51 AUDUBON RUSSET AT BASEMENT LEVEL STOP OF COLIC',SLAB 'OF c_TIC'.SLAB AT BASEMENT LEVEL SEAL WEST ELEVATION (FRONT) SCALE:118'=1'-0" NOTE: CONTRACTOR,TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, DATE M ECIiAIJICAL PLUMBING AND ELECTRICAL, CIVIL& LANDSCAPE DRAWINGS W/ EACH OTHER. ANY DISCREPANCIES TO BE COORDINATED W/ ARCHITECT PRIOR TO START OF WORK. & BIDDING (TYPICAL). nnr•nmxxr SPIFFY A-12 REVI8101�8 �i 0 Q Q Q Q C? Q o II I w TYPICAL ALUMIIJUM FIXED WIiJDEiWC V1 METAL P.AILING E.S.P. FIXED DOOfiS W/CIEAF.IMPACT AIN T-BENJAMIN MOORE - GAZIhlC- PAIIJT BENJAMIN)MOORE EL. +100'-0" C-12P,CLEARSPP.ING GREEN - HC-12E CLEARSPRING GREEN EL TOP OF CONC. SLAB — — - — fpH — — — — — TOP OF CONC. SLAB Y� AT STAIR ROOF w { AT STAIR,ROOF 5 � I 1 I i i i I _ I m _.-. ... I .� — — — — — — — - - — — — — — — — — — — — — — — — — — — _ — I TOP OF COW. SLAB '— TOP OF GONE. SLAB AT POOF r VIII _ EL. +79'-2.. EL. +79'-2.. TOP Of CONJC. SLAB TOP OF CON,.SLAB /J AT EIGHTH LEVEL j AT EIGHTH LEVEL Fes) O ❑ 4I �� I OD mnm m nm ffi fl) T z C) EL. +56'-10" li ! ! EL. +66'-10' C) TOP OF CONC. SLAB TOP OF CCNC. III AT SNEIJTH LEVEL ! AT SEVENTH LEVEL c Fri i � I I � Ili 1 i I F+y TOP OF,GtJC. SLAB j TOP OF CONC. SLAB AT SIXTH LEVEL TYPICAL TP.IM: STUCCO FINISH PAINT-BE,IJAMIN MOORS - - �\ �..I� HC-39 PUTNUM IVORY ❑ ❑ ❑ ❑ AT 51%TH LEVEL • METAL RAILING E.S.P. �� PAINT-BENJAMIN MOORS - a, C HC-128 CLE4RGPRING GREEN O TOP OF C SLAB LEVEL AT FIFTH LEVEL TOP OF CONC. SLAB � ❑ AT FIFTH LEVEL __ ❑ ❑ ❑ ❑ EL. +35.-6.. TOP OF CONC-SLAB T FOURTH OURTH LEVEL JE] ❑p" o _ O TGP OF N . — i - ❑ �, AT FouarH GO LEVEL EBL e ❑ I f -- — I n EL. +26'-O" I 2 0' i TOP CO LAB 0 F 5 - I I,; ❑ ❑ ❑ ❑ I. ❑ AT THIRD LEVEL L TEL. L2 OF CEIE. SLAB -- AT THIRD LEVEL ��, /� EL I !' ❑ ❑ ❑ ❑ ❑ I- -_-� TOP OF CONC. SLOB ¢ AT SECOND LEVEL a QO EL +"'-0.' .. o TGP OF CONC. SLAB 1 / OPEN AT SECOND LEVEL li Ill'I— , m O_ W r 4 TYPICAL TRIM:STUCCO FINISH ii I I I II II I I EL 7'-0" V V w PAINT-BEJJ4MIN MOORS- UM IVORY TOP kOF SLAB AT AMF CONC 0 N-1E 1-7 71 HC-34 PUTN - = 5 W ; I I I i TEL ' 0 . I i - I i I -----I I- I 0'-C" P L SLAB T OF CONC. C. SLOB AT GROUND LEVEL AT GROUND LEVEL (EL 13'-9 hIGV.D.)�' _____________________-_______________________ ' __ EL. +13-9'N.G.V.D .)____ --- ¢m� TYPICAL FIELD:STUCCO ____--------------------- FINISH.PAINT-BENJAMIN I ° TOP' TOP O B __________ MOORE- HC-44 LENOX TAN I AT BASEMENT LEVEL __________ I EL (-) 10'_0' TOP OF CONC. SLAB AT BASEMENT LEVEL SEAL EAST ELEVATION (REAR) SCALE: DATE NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, xlerrimnan MECHANICAL. PLUMBING AND ELECTRICAL, CIVIL& LANDSCAPE DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED ARCHITECT PRIOR TO START OF WORK & BIDDING(TYPICAL). BI•IEET A-13 REVISION OA OF i I I i ' I MCI EL. +100'-0" ~ TOP C SLAG AT STAIR ROOF �y TOP OF CONC. SLAB I I i I I I I I I � r EL +79'-_ I FBI > I TOP OF CO SLAB LE �— AT EIGHTH LEVEL 00 O CD v ^ TOP OF CONC. SLAB AT SEVENTH LEVEL V I Fes) a Tf PI CAL TRIM: . PAINT-PENJAMI HC-S9 PUTIJUI TOP OF CONC. SLAB I �- AT SIXTH LEVEL �- U I C EL_ +45._0.. nt TOP OF CONC. SLAB 1� ,I AT FIFTH LEVEL 'i. TYPICAL FIELD:STUCCO j FINISH. PAINT-BENJAMIN FBI z MOORE- HC-44 LENOX TAN z cc EL. +35'-6" TOP OF CONC. SLAB i~ AT FOURTH LEVEL j I ' �— -1— — AT THIRD COLO SLAB i \ I AT THIRD LEVEL I I I TYPICAL TRIM T 'FI- HI H PRIM-BENJAMIN MOOR HC-39 PUTNUM IVOR' L E. +16 6" '- TOP OF COIJC. SLAB — — — — — — — — — — — —III— — 'I' Q AT SECOND LEVEL Ir (n O \ W F LL 4 i _ (AOz m w EL. a x TOP OF CON.. SLOB m AT GROUND LEVEL m (EL. +13'-9"N.G.V.D.) I e N I i I I TOP C SLAB AT BASS EMENT E14T LEVEL SEAL NORTH ELEVATION SCALE:1/8't--l'-0" NOTE. CONTRACTOR TO COORDINATE ALL ARCHITECTURE, S7111TURA_ OATS MECHANICAL, PL,MBIIJG AND ELECTRICAL,CIVIL& LANDSCAPE DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ ARCHITECT PRIOR TO START OF WORK & BIDDING (TYPICAL). • SHEET A-14 REVISION ` c E) U (c) B> (A I III I I II w I I I1 Il � 1, TOP OF CONC,SL 13 AT STAIR ROOF F j Y O co — — — — — _ — _ — fh. EL. +91' 6" I' 'TOP OAF F C�NC SIA6 /W I AT ROOF i I 1 W w Ili — — — — _ — _ _i EL. +79'_2" P)P OF CONC.SLAB /y AT EIGHTH LEVEL h+l !� 00 EL +66'-1 D° O — d� j TO 0� F COIVC.SLAB AT SEVENTH LEVEL H TYPIG'AL TRIM:STUCCO FINISH Y—� PAINT—BEIJJAMIN O H C 39 PUTNUM IVORY s — — — — — — — — _ EL +54._6.. W i0P OF CONC. SLAB AT SIXTH LEVEL I I N \ W `T'/PICAL FIELD: STUCCO J — W FII ORE PAINT BENJAMIN MOOP.E— HC-44 LENDX TAN EL t 10 l I 1 - - - - - - - - - - - - - TOP OF COIVC.SLAG li li AT FIFTH LEVEL � GN EL I I � I 'i0P OF CON E STAB N AT FOURTH LEVEL N i I I i i — EL. +21'_6. TOP OF THIRD CONIC. LE E SLAB 4WINT—BENJAMIN AT THIRD LEVEL TRIM: STUCCO FINISH MOORE — UTINUM IVORY a Q �T �,— —� _ mP of coNC. SID W $ AT SECOND LEVEL r g U g_ � 3 U W — u) llo> j _ EL o,_o,. Q a a I -------- ----------------- 'q TOP RO 01 CON LE SLAB m I - AT GROUND LEVEL J _________________ I �i,_ ____i — __ (EL. +13-9 N.G.V.D.) EL. (—) 3' 0- TOP OF CONC.SLAB AT BASEMENT LEVEL ®EAL SOUTH ELEVATION SCALE: INOTE'. CONTP,ACTOF TO COORDINATE ALL ARCHITECTURE, STRUCTURAL DATE , MECHANICAL. PLUMBING AND ELECTRICAL. CIVIL e'! LANDSCAPE DRAWINGS W/EACH OTHER. Al Ji DISCREPANCIES TO BE COORDIIJATED W/ ARCHITECT PRIOR TO START OF WORK& BIDDING (TYPICAL). n�.eaem SHEET A-15 NEW OFFICE y FOR JEFFREY JEFFREY J. WEISS 7211 S.W.62nd AVE. SOUTH MIAMI,FLORIDA (305) 44 8-9989 INDEX OF DRAWINGS ARCHITECTURAL COV TWCRR III DRAWINGS A"CONSUr.TAN'IFi A.1 EXISTING SURVEY,DEMO LITIONFLAN,ANDNCTES t A.f SITR WAN AND N(HFA AA BASEMENT LEVEL PLAN ANDNOYFS A4 GROUND TI .Pf.ANANDNOE9 T Ab NECDND TART:. I PLAN AND NIYI'F]i AR TNIRD I.oVXI.PLAN A—. xTrm A.7 FOURTH LEVEL PLAN AMC NOTES At FIFTHLEVELPLANANDNOTES WIM M f f- A8 SIXTH LEVEL PLAN AND NOTES .... _.. —A10_SEVENTTr&H[GRTR LEVEL PLAN AND NOTES �.- �. _ A-T—SEVENTH HAND NOTES 1' Alf ERTERIOHBUI LDINGELEVATIONANDNOTFB Ale EXTERIOR BUILDING ELEVATION ATID NOIWS I f � A.14 FIITRRIDR A➢rr.DING F,r,RVATTfIN AND NOITli A.IR EXTERIOR BUDDING ELEVATION AND NOTES Al. BUDDING SECTION^AA• A.17 BUILDINGSECTION9IR' A.1S RUDDINONECTION T,C 1 A.16 AM BUIIDINCSECTrox-m I! BUILDING tlELT1UN T)D A.91 TYWC 1.1=RRIORWALLRECTIONR:A•&9P f A.rr T91'ICAI.FRTFRIDR WAI.r.AP.fTIDxNP ........ ::��ir �......\_...-__'/ A18 RTAID sw7m INN Alb NTAIR 0I MOTION / A34 STAIR#1 SECTION AM STAI8068CNON A67 STAID 01 SECTION Ala TOir.HT ROOM PLAN&ELEVATIONS(SIX TO EIGHT FLOORS)BOOM F AM T9W�CAI.WAI I .DRTADABLEVA ONtl IGROUND P1AlOHatE1'ADJ TYPICAL IT COP DSTADdk NUCEB STRUCTURAL &t FOUNDATION k BASEMENT FIA08 FRAMING PLAN 84 BECG F7 NDFwOE PBABHNa P,•N B.8 ECONI)I7.008 FRAMING PLAN &4 THIRD k F(1URTR M.fNIR FRAM NG WAN m FIFTH PGLOH ITLtIIRVC PLAN S. SUITli TO EIGHTH FLOOR FRAMING PLAN 11.7 ROOFFRANG GPLAN � f O NA BCH13DULEB,DBTADSQSHL770NB REIN-FORCING DETAIS&9ECTIONS 6,1/7 O 8.10 BELNTORCINGDETAI S&SECTIONS &Il FILE CAP DETAILS &12 ELEVATOR SECTION QDETA7IB 9.I3 NOTES d R ETAILS SECTT ° MECHANICAL M.l BASEMENT LEVEL-MECHANICAL PLAN M1 GROUNDFL.00R-MECHANICALPIAN 11`131 !kTl� li ii �1: :JD11 1 ��'111 KA TRIED FLOOR HMECHANICALPIAN O MA FOURTH FLOOR-MECHANICAL PLAN !; O O M. FIFTH FLOOR-MECHANICAL PLAN M.7 SIX THRU EIGHT FLOOR-MECHANICAL PLAN 1if M.b HOOP-MHCHAN1c:AL PLAN "_ � — �� •___: I' 11'_ _ 1 ��111' I MA NCHEOULFADRTABB&HEC1'IfIxN M.12 SCe7U)VI.F.B,DBTAHS k BEC170xe M,11 NCHP.DUI.FA,nwARm.sEt .- M.11 RC'UTF^DETAT1A&FTlaMONB M.18 DETAILS k NOTES PLUMBING P.1 AANXMENTIAVET,-W.IlM11INfiWAN P1 GROUNDFL.00B-PLUMBING PLAN Pb SECOND MOOR-P—TITOMAN PA THIRD FLOOR-PLUMBING PLAN Pb FOURTH FIAOfl PLD11ID1NC PLAN :: .. F.e PIPTH FLOOR-FLUMSINGPI.AN ... .. IIAIDLNG PLAN P.7 BIX TRRII EIGHT PIAOR-PL iNC.PI FIRE PROTECTION ".1 BASEMENT LEVEL-FIRE PROTECTION PLAN "I GROUND FLOOR-FIRE PROTECTION PLAN S T RE E T E L E V A T I O N FPA NF.CDNFLOORR-PIRFPR(ITPA7 NMAN FPA THIRD WAOR-AIRF,PR(ITF.tT(/1N PLAN PPA MUSTS FLOOR-FIRE PROTECTIONPLAN 1!PA PIPTRPIAIDR-FIRF.PROMR(TIOTT.- PP.7 RIX TAR➢MO"PIADR-FIRR PR( ..CON WAN PPS R00P-FIR P.PROTRCTIONWA.V FPA DETAILS k NIMU4 ELECTRICAL a RANENTENT I.W3,-RLE(T, TCAL WAN E1 GROUND FLOOR ELECTRICAL PLAN RA SECOND FLOOR-ELECTRICAL PLAN EA THIRD FLOOR-ELECTRICAL PLAN Eb FOURTH PIAOR-ELECTRICAL PLAN EA PIPTHPLOOR-ELECTRICALPLAN E.7 NIX TRRU F.IOIIT FIANIR-FIX 1 111r.PLAN RA HOOF-ELECTRICAL PLAN E.B F.r.F.CTRICALNCTIMULEN&NOTTH X.10 W.F,CTRTCAL NCRP.DULFN k N� EllELECTRICAL SCHEDULES&NOTES 219 MAXTRIC.AL DETADA&N( A 1318 ELECTRICAL SCHEDULES.DETAILS&NOTES CONSULTANTS DATES&REVISIONS CC1�IAVING.GRADING&DRAINAGE PLAN C1 PAVING&DRAINAGE DETAILS PLAN CA UTILITY WAN LANDSCAPING STRUCTURAL ELECTRICAL/MECHANICAUPLUMBING CIVII. LANDSCAPE " LANDicAPE tl1T13 PLAN r.e rflnsurmNNTTE WAx ZVONIMIR T.BELFRANIN,P.E. GUERRERO/GONZALEZ ZAMORA&ASSOCIATES,INC. GEOMANTIC DESIGNS,INC. PERMIT&BID SET CONSULTING STRUCTURAL ENGINEER ENGINEERING,INC. Jerry Zamora,P.E. ROBERT PARSLEY,A.S.LA. AND E.R.P.B.SUBMITTAL pjB ASSOCIATES PeA, P.&#88074 Mirheel C.Guerrero,P.E. Civil Eaolneer 8600&W.81st Street !1 4888 S.W.74th Court Mechanical Eno.Lic.#15285 EB#0008791 Miami,Florida 88148 01-28-05 Miami,Florida 88166 Rafael L.Gonznlea,P.E. 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A-19 REVISION F� a 0 w EL. +100•_0•• - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP AI CONCRETE SLAB AT STAIR ROOF ROOF 0 EL.TOP OF CONCRETE SLAB W AT ROOF .I OPEN OFFICE FE MALE TCILET E OPEN OFFICE W 10-T7111" TOP OF CONCRETE SLAB AT EIGHTH LEVEL H O � e OPEN OFFICE TOILET T ET OPEN OFFICE FEMALE MALE F� C 1.-0 dJ Y TOP OF CONCRETE SLAB AT SEVENTH LEVEL a a OPEN OFFICE LrTEMALE ILET T ILET OPEN OFFICE _O EL. +51-6° V TDP OF CONCRETE SLAB AT SIXTH LEVEL I. 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AT THIRD LEVEL a SECOND LEVEL ---- - --- ------------------ ---- ... a PARKING EL 1 s o TOP OF CONCRETE SLAB W AT SECOND LEVEL F"U U _ 0 ARCADE RAMP BASEMENT LEVEL TRANSFORMER PLAZA PARKING VAULT Q EL. 0'-0" AT GROUND LEVEL - I a � 10._0.. TOP DF CONCRETE SLAB — — — — — — — — — — — — — — — — — — — — — — — — — — — — 93EA6. AT BASEMENT LEVEL I BUILDING SECTION "EE" SCALE: GATE nnr�mnar:r NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, ouro..we MECHANICAL, PLUMBING AND ELECTRICAL,CIVIL& LANDSCAPE DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ ARCHITECT PRIOR TO START OF WORK& BIDDING (TYPICAL). SHEET A-20 REVIBI®AI MATCH LINE "B" MATCH LINE "B" SIXTH FLOOR OFFICE TOP OF CONCRETE SLAB Li AT SIXTH LEVEL Qy' O a w MATCH LINE "A" MATCH LINE "A" ■��EE��E ��E�� 7 �� E��EE �EEE�� E��■ [err THIRD FLOOR 7777 PARKING � O ___ n EL. +21'-B" TOP OF CONCRETE SLAB r TYPICAL:STEEL CABLE SYSTEM AT THIRD LEVEL FNBI STRUCTURAL TO$IRUCTUL COLUMNS ti \ TYPICAL:E%POSED CONCRETE SLAB& PRECAST CONCRETE JOIST- REFER TO STRUCTURAL DRAWINGS 01 O 00 �TYPICAL: EXPOSED CONCRETE 01 BEAM FIFTH FLOOR STRUCU ALLL DRAWINGSFER TO rr. F�1 GO PARKING d ALUMINUM AILING SYSTEM PE R MI ^ O Mill flilliP H v SECOND FLOOR Q PARKING a i ___ 21 EL. +40'-B" CONCRETE WHEEL STOP ,ri TOP OF CONCRETE SLAB AT FIFTH LEVEL EL. +12'-0" r, .. TOP OF CONCRETE SLAB Ir�•1 ♦\ AT SECOND LEVEL r1� 1+•1 / \ TYPICAL: EXPOSED CONCRETE SLAB& BAT7 INSULATION R=30 O W PRECAST CONCRETE JOIST- REFER TO STRUCTURAL DRAWINGS ATYPICAL: EXPOSED CONCRETE V J r BEAM & COLUMN- REFER TO MCI STRUCTURAL DRAWINGS TYPICAL: 1x4 P.T. FIRE STOP ��jj 1-HR. FIRE-RATED SUSPENDED PER F.B.C.8'-0"MAX.TYPICAL /GI GV ALUMINUM AILING SYSTEM ARIFLAI 3)(BY TENANT IN RETAIL INTERSECTIONS IN CEILING, i0 PER F.B.C. CUSTOM COLOR: BENJAMIN MOORE-HC-128 CLEARSPRING GREEN 5/8"GYP.WALLBOARD ON 1 1/2" DWC MTL FURRING CHANNELS W/ p{ FOURTH FLOOR INSULATION R=3.8 'y PARKING (POL SOGYANURATE PUFF-R') C7 'o ..,,... TO UNDERSIDE OF STRUCTURE, iv ALL PER TENANT [M 4-HR, FIRE-RATED 8'CMU WALL- ttPICAL 6x6 PRECAST RESIDENTIAL REFER TO SHEEP A-30 FOR DETAIL& CONCRETE WHEEL STOP L-BEDROOM APT. STRUCTURAL DRAWINGS CONC.COLUMN FINISH PER J/4"STUCCO FINISH ON ___ r1 EL. +31'-OF" TENANT IN RETAIL AREAS& WATERPROOFING MEMBRANE TOP OF CTE SLAB EXPOSED AT PARKING GARAGE, COLOR:BENJAMIN MOORE AT FOURTH LEVEL AND AT RESIDENTLAL SHALL BE PUTNAM IVORY-HC-J9 MTL FURRING CHANNELS W/ Q n WALLBOARD &s/e"GYP, d o WALLBOARD 0 0 FLOOR FINISH &BASE BOARD W F LL \ \ PER TENANT U Q w 5 EL. 0._O„ TOP OF CONC. SLAB = _ _ AT GROUND LEVEL �U Z � .. .. ti THIRD FLOOR — (EL. +13'_4 x.c.v.D.) Q a a 8 PARKING1 III-1 1-III III- CONCRETE SLAB ON. MILL VAPOR BARRIER I-1 11=1 I I-1 I I III=1 I� _ III— COMPACTED 6xFILL(TYP,x1.4 W.W.F. OVER -I - - - - - - - - - - - - - - - - - =1-ri (REFER TO STRUCTURAL DRAWINGS) MATCH LINE "A" MATCH LINE "A' — CONCRETE SLAB&FOUNDATIONS- --- -E E E E E E E E E E E E E REFER TO STRUCTURAL DRAWINGS SEAL WALLSECTION 'L" [NOTE: CONTRACTOR TO CDORDINATE ALL ARCHITECTURE.STRUCTURAL, WALL SECTION "A" MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL&LANDSCAPE DRAWINGS SCALE:1/21=11-0" W/ EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ SCALE:1/2111-011 ARCHITECT PRIOR TO START OF WORK&BIDDING (TYPICAL). ®ATE •. rerr♦mnxxr �1-IEET " A-21 + ® O REVISION — �4"PER FT. MIN. SLOPE _ EL. +SOO'-O" TOP OF CONCRETE SLAB AT STAIR ROOF STAIR#2 BEYOND ALUMINUM RAILING SYSTEM PER F.B.C.CUSTOM COLOR: BENJANNIN MOOR.-HC-128 A CLEARSPRING GREEN a 0 a � w FOR PARAPET&ROOFING NOTE REFER TO SHEET A-31 EMERGENCY OVERFLOW SCUPPER- ROOF- REFER TO DETAIL ON SHEET A-31 TOP OF CONCRETE SLAB Q AT ROOF r�r I�1 TYPICAL: 1x4 P.T. FIRE STOP J TYPICAL:TAPERED INSULATION R=14 W/ PER F.B.C.8'-0"MAX.TYPICAL -\\\ 1/8"PER F.SLOPE TO ROOF DRAINS AT ALL WALL IN CEILING. Q1 INTERSECTIONS 00 In 1-HR. FIRE-RATED SUSPENDED CEILING O / (BY TENANT IN OFFICE AREAS) JO 5/8"GYP.WALLBOARD ON 1 1/2" r� DWG MTL FURRING CHANNELS W/ ,i V INSULATION R=3.8 Iq (POLYISOCYANURATE°TUFF-R") /� O TO UNDERSIDE OF STRUCTURE, H M ALL PER TENANT ^ .I 4-HR. FIRE-RATED 8"CMU WALL REFE TO EIGHTH FLOOR STRUCTURALHDRAWINGS FOR DETAIL& OFFICE 3/4"STUCCO FINISH ON CONC. COLUMN FINISH PER TENANT WATERPROOFING MEMBRANE COLOR:BENJAMIN MOORE PUTNAM IVORY-HC-39 r U FLOOR FINISH PER TENANT C TOP OF CONCRETE SLAH AT EIGHTH LEVEL _ z u6 ALUMINUM FIXED WINDOW WITH CLEAR �I / IMPACT GLAZING BY CGI OR / APPROVED EQUAL COLOR TO BE CUSTOM COLOR: BENJAMIN to MOORE-HC-128 CLEARSPRING GREEN / Q � / SEVENTH FLOOR d o OFFICE pj o e W F LL Q w 3 U)V 2 QW Q FFQ 8 m A TOP OF CONCRETE SLAB AT SEVENTH LEVEL GISSAL NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL& LANDSCAPE DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ ARCHITECT PRIOR TO START OF WORK& BIDDING (TYPICAL). ' n..w TYPICAL WALL SECTION "C" \ SIXTH FLOOR DATE SCALE:112'x=1-0" OFFICE e��7 MATCH LINE "H" MATCH LINE "B" ®FiEET A-22 REV18ION a a w - - — - - - — — — — — - — — — — — — — — — — — — — .7 ROOF ROOF O — — — — W P4 EIGHTH LEVEL OFFTCE tt3� K OFFICE TTOMET T ILE OPEN FFICE �5- t e P4�y rr r � 00 0 y o d SEVENTH OFFICE VCL 1-ttttt i� N OFFICE FF � MATE OPEN FFICE � _ O Ii o _ 4. rA J I J SIXTH LEVEL t J OFFICE T II.ET TOILET OPEN OFFICE Y. OFFICE ttt FEMALE 11bix t PIP T- IF FIFTH LEVEL PARING FIFTH LEVEL _ _ PARKING - / \ \ e FOURTH LEVEL _ :_ - _ z 1 .d per. F-I tp P PARKING 1 I l -- ---- -- \ FOURTH LEVEL ------ --------- ------ PARKING -- --------- U] THIRD LEVEL PARKING ---- � F .. ... _ THIRD LEVEL ---- ........ ---- \_ / PARKING SECOND LEVEL – — – PARKING A-� ! SECOND L VEL --- --- B A-28 / ui 0 0 RAMP W – F v $4 xxj tt RAMP BASEMENI LEVEL ' > P G Q a a srr 0- - _--fi – BASEMENT LEVEL PARKING ii .,: _.... SECTION THRU STAIR #1 SECTION THRU STAIR #2 SCALE:1/S"--1'-0 DATE" SCALE:1/8"=1'-0" NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, ove.eaae NOTE: METAL RAILING E.S.P. PAINT—BENJAMIN ORE — HC-128 CLEARSPRING MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL&LANDSCAPE DRAWINGS GREEN AT ALL PREMANUFACTURED GUARD AND HANDRAILS(TYPICAL). W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ ARCHITECT PRIOR TO START OF WORK & BIDDING(TYPICAL). —Gl ET A-23 REV18ION .TCH LINE"A" 12 N ® MATCH llNR'A' a 10 9 m j 7 �4- 23'-6" METAL SAFETY 10" 7'-4" 10'-6" X. _ GUARD ii RAILING METAL HAND RAIL (- g a, EL+31'_0•• ii i� Ii 1111 " 17 I � — T TOP OF CONCRETE SLAB Q'y ii ii II 1-0"� "U 16 AT FOURTH LEVEL 0 5 ii II ii LESS THAN 4' P m �.TI III 11" II FBC. 1015 3 EL 31'-0' 14 n �TL ------------ _______ ( � --I * g B 7 6 5 4-3'2 1 SLABTAP�EL 12 13 / F_ ____ _� 'F,'BC. 100 3.1 STAIR I 10 11 12 1 17 18 o N ON 3/4" 9 I FBC. 1015 3 Ey FOURTH LEVEL �- <__ \ m IWr FINISH / SCALE: 1/4'= 1'-0" METAL SAFETY - = I i GUARD 8 TREADS® 11' i _ ryyI ° METPL HAND RAIL RISER DETAIL ( TYP ) o- 4'-0" T-4 0'-6" D' _ _ _ _ - B TOP OF1C NCR SLAB w Is % o O ETE W o'N — 16 AT THIRTH LEVEL NOTE: ,II 15 STAIRS TO COMPLY WITH FBC 14 Z W 1'-0" 1'-11" NOTE: m 13 rF_ m DO SIGN AND SEAL CALCULATIONS AND SHOP DRAWINGS FOR UP EL 21'-D" /1 O W RAILING TO BE PROVIDED BY MANUFACTURE PRIOR TO FABRICATION '� 12 N ® O! TOP 1) RAILING SHOULD SUSTAIN A 50 pN HORIZONTAL LOAD APPLIED IN ANY DIRECTION 8 7 6 5 4 3 2 1 SLAB A7 THIRD LEVEL 11 1 m it , w 00 AT THE TOP OF THE RAZING AS PER F.B.C. g 10 m V STAIR*1 �- 2) HANDRAIL SHOULD RESIST A LOAD OF NOT LESS THAN 200 lb APPLIED IN ANY 10 11 12 1 17 18 g DIRECTION AND AT ANY POINT ON THE RAIL,AS PER F.B.C. ' R19 --- / O E .... 1 I --... . _ a $ II 13 I � THIRD LEVEL 6 TREADS® „ _7' 4` = 2-- �• SCALE: 1/4'- 1'-0" li n — — — — / ..,,30 ,7. EL. +12._O. U ----- � 29 TOP OAF CONCRETE BLAB 10" 4' 0° 7' 4 10'-6" 10" �2g AT SECOND LEVEL 1 1/2"CONCRETE FILL a 27 E"E IN FIELD BY OTHERS vFOi METAL SAFETY—\ o WWW GUARD / 25 26 METAL HAND RAIL 0 \ UP TOPS OF UND F SLAB AT SECUNO LEVEL ® r, B 7 6 5 4 3 2 1 21 F�1 .I STAIR#1 9 = 20 11 n N ►7 � 10 11 12 1 23 24 25 26 27 28 29 30 FORMED STEEL& SHEET TREADS& RISERS(THICKNESS AS REQUIRED) - 1'-11" 1'� A-EI 17 STAR FLIGHT STRINGER 1 15 4 _ •' GV SECOND LEVEL - - - - - "- - - - - - - - - n SCALE: 1/4"- V-0" �'?_� NOTE 23._6• �10= 10" _ 4'-0" 12'_10• 5,-O• o•• 9 II ' STRUCTURAL NGNEER SUBMIT PRIOR'TO SFABRICATIONECT AND 2. NO WIRE MESH IS REQUIRED IN FILLED POURED CONCRETE TREADS AS LONG 14 TREADS® 11" - 12-10. t�=� AS THE CONCRETE USED HAS A MINIMUM DESIGN STRENGTH OF 4000 PSI. ` __ l 3. NO WIRE MESH IS REQUIRED IN FILLED POURED CONCRETE LANDINGS AS LONG 1 ' - 1'-11" t5 d AS THE CONCRETE USED HAS A MINIMUM DESIGN STRENGTH OF 3000 PSI. 4. IF ANY WIRE MESH OR REINFORCING IS REQUIRED, IT IS TO BE.FURNISHED AND UP � O EL-0'-0 IF BY GC. 14 13 12 11 10 9 B 7 6 5 4 3 2 1 TOP OF CONC.0 -I STAIR#1 15 GROUND 1 Q W g STEEL&CONC. TREAD DETAIL 6 ,7 ,B ,9 2Q " 27 2B 29 3D _ _;_ _ _ _ = V F SCALE: 1/2' 1'-0' 1 1 / 17 TOP OF CONCRETE SLOB 1_11° - .1'_O• A-y1 16 AT GROUND LEVEL � Z is METAL SAFETY ,5 Q 6 Q GUARD 14 31— m = ... METAL HAND RAIL �� 11 12 Ilr__ ___ _/7 CL GROUND LEVEL ® SCALE: 1/4-= 1'-0" / 1/0 11 , 23'-6" 1' 9 m � o g " o 10�, 5'-0" -10' 15'-0" 10" 7 m m SEAL NOTE: METAL RAILING E.S.P. PAINT-BENJAMIN MOORE - HC-128 CLEARSPRING I I GREEN AT ALL PREMANUFACTURED GUARD AND HANDRAILS (TYPICAL). — g ✓ f _ 14 TREADS®11" 12'-10" 1'-0 4 yL E.L. :.1'0'-.0'" 3 I �' NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, UP 7� CC 2 MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL& LANDSCAPE DRAWINGS 1-11" SLAB AT BASEMENT W/ EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ 3 2 I - 1 ARCHITECT PRIOR TO START OF WORK&BIDDING (TYPICAL). R STAIR 1 4 m - - T__r ... 1------- EL. -10._0. Y 5 6 7 8 9 10 11 12 1 1 TOP OF CONCRETE SLAB AT BASEMENT LEVEL I i 1 w :2 1 1 1'-17" A-yl +I GATE l 2 TREADS® 11"= V_10' p i I 10"I.... 4-0" ® eus.om BASEMENT LEVEL SECTION THRU STAIR#1 0 EEC SCALE: 1/4"= 1'-0" n SCALE:sia��r-o^ A-24 REVIBI®M EL. +100'-0" TOP OF TOWER TIE NOTE: METAL RAILING E.S.P. PAINT-BENJAMIN MOORE - HC-128 CLEARSPRING BEAM r GREEN AT ALL PREMANUFACTURED GUARD AND HANDRAILS (TYPICAL). r_ __-__ it I NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL. MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL&LANDSCAPE DRAWINGS 1 1/2'O.D. z 13 GA W/ EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ STEEL TUBE RAILS ARCHITECT PRIOR i0 START OF WORK A, BIDDING (TYPICAL). • IS 1 1/2 z 1 1/2 x 11 �\ GA STEEL TUBE POSTS 0. I II iG ii METAL SAF% r•I ----_ 21 — TOP OF CONCRETE Q METAL HAND RAIL 20 , SLAB AT ft00F a m '►ryyLJy� UP OPEN 8 7 �I 0 6 5 4 3 2 1 16 .I STAIR//1 11 m 12 13 14 15 16 17 18 19 20 21 22 15 MY (....... .... ........... ................. .................................... TO,P 90 F,CO(JC. 4 n .......1...0....SLA9 AT R06F LEVEL ........ A-2/ 12 13 r- 1 O .. r ____ STEEL PLATE �1 e STRINGER 1 1/2" STEEL ANGLE x 3"LONG FLOOR o CLIP BOLTED TO CONCRETE SLAB vn _ . � p iI ROOF LEVEL TYPE"A" SCALE: 1/4"= 1'-O" - // •il _ n23-6" 6 10 TREADS® 11" 5 W RA1L EMS DNS MAY VARY PER IAGL CODE 10" 4'-0" 9'-2" 8'-8' 10' _ ME'A'=V-11"OR 1 TREAD+12' �-- -y _ BAR"PIICKETS EEL MAXIMUM�� 1•-0` 7 11 METAL SAFETY it \ 3 3/4" -GUARD—� 2 ______ !l EL. +79' 2' �y e UP Zt TOPTOP OLAB METAL HANG RAIL 2� _ 1 1/2'0.0.STEEL I \` AT EIGHTH LEVEL TUBE RAILS C _ 0 9 B 7 6 5 4 3 2 1 O EL LOF 19 -I ep STAIR qA TOPTOPSCONC II TS 1 1/2 x 1 1/2 12 13 14 1 19 20 21 22 SLAB AT EIGHTH LEVEL r 18 STEEL TUBE POSTS \ ON I 16 / m O = • w H / 1 4 n - - 12 EIGHTH LEVEL W e 23-6, SCALE: 1/4'= 1'-0" 10 I ,• n o_ II I r 1D 4'-0" 9'-2� DP N F STEEL PLATE 7 STRINGER 1 1/2" L 3 x 3 1/4 STEEL ANGLE x 3" 0 9 8 7 6 5 4 3 2 1 1 F-i P7 EL 66'-10' METAL SAFETY— LONG FLOOR CLIP BOLTED TO o d \ 2 4p - 9TAIR 111 ====r YTOP OF CONC l.UARD— \ _ EL.+66'-10^ I CONCRETE SLAB W/ 1/2'0 z 3 M 12 13 14 1 19 20 21 22 SLAB AT SEVENTH LEVE 21 TOP OF CONCRETE SLAB 3/4"LONG WEDGE TYPE ANCHORS _ AT SEVENTH LEVEL METAL HAND RAIL ON :: I M 20 n .. /: 1B 19 ell = 6V DETAIL #1 SCALE 3/4"- 1'-O" 16 �' '• SEVENTH LEVEL 14 SCALE: 1/4"= V-D" 13 I1" ,o - 1 1/2"O.D. STEEL 1 1/2 x 1/4 BENT STEELt 1/2'CLEAR .� 23'-6" 12 ir- ----_, TUBE RAILS BAR BRACKET 11 \ 0 9 t j s__ Q m 5/8"DIA. STEEL BA A o ��\ ` PICKETS :: B \ li // d o 3 3/4'MAXIMUM 1'-0 1'-11'� \ �J_ j •n � 0 gg°uj UP efi 6_ II n ~ ~W d TS 1 1/2 1 1/2 • z 10 TREADS® 11° STEEL TUBE POSTS 0 9 B 7 6 5 4 3 2 1 EL 54'-6 `? = STAIR(f111 -___ TOP OF CONC METAL SAFETY-� - - Q S W 12 17 14 1 17 1B SLAB AT SIXTH LEVEL GUARD 2 jli g (n U 2 R y, m � &$ METAL HAND RAIL l a a Q 1._0.. A-E4 —�/ ----_-_h EL.+54._6„ m �/17 'Y TOP OF CONCRETE SLAB •N AT SIXTH LEVEL / 1"STEEL SPACER BAR---,,., 14 SIXTH LEVEL 3 ===�I SCALE: 1/4"= 1'-0" ��2 N STEEL PLATE STRINGER m ♦• 23'-6" 10 REAL / 3 INTO PROJECTION 10 4'-0" V 7'-4 10'-6" )0' 9 1 1/2"SQUARE FLAT) INTO STAIRWAY �- •j ELEVATION STEEL BOTTOM CAP SECTION A 7_ B 1-0" /� UP 14= / METAL SAFETY it " _ STEEL SPACER BAR �•', 0 9 6 J I 6 5 4 3 2 1 ELA 40'-g GUARD 6 TREADS® 11 7' - - STAIR(/111 ====r TOP OF CON—C - l 8 EL PATE CHANNEL STRINGER m 72 13 14 1 17 18 SLAB AT FIFTH LEVEL METAL HAND RAIL --- - — N 1 Y AT FIFTH CONCRETE SLAB 1 1/2'SQUARE FLAT ......... I 1•_0" A 15 17%� - FI _ STEEL BOTTOM CAP u //��(( 1OI maesaae _ y/ i MATCH I'M "A" " ELEVATION SECTION B N H LINS A 16 1•aamrt Aamazr umaar.aeveemru /14 MATCH... ----------------E--s—E— all ��, ----------- DETAIL #2 FIFTH LEVEL SECTION THRU STAIR #1 BFIEET " SCALE: 3/4" = 1'-0' SCALE: 1/4'= 1-0" SCALE:318--1.`-O" A-24 REVIBlDRI �� ---a------� —'�r-----�------- wr NOTE: METAL RAILING E.S.P. PAINT-BENJAMIN MOORE- HC-128 CLEARSPRING - ��/ 20 o AIATpR LINE"B° AfATCH LINE B' GREEN AT ALL PREMAN UFACTU REO GUARD AND HANDRAILS (TYPICAL). � ^I NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, f MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL& LANDSCAPE DRAWINGS W/ EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ 'S ARCHITECT PRIOR TO START OF WORK k BIDDING (TYPICAL). - i—METAL SAFETY \, DN \ GUARD / 12 \\ \ 3 4 15 16 -�I-- 8 19 20 EL. 12._0.. 11 METAL HAND RAIL :STAIR p2 12 TOP�pF ENC. ,0 \ \ 11 10 9 B 7 6 5 4 3 2 1 SLAB AT CORRIDOR TYPICAL PLAN 1.. .. 1 9\\\ \ \ \ a AT CROSSOVER RAILS ,' - D A_� 0 ^I 1 1/2"CLEAR 1/2"CLEAR 'o _ 11 TREADS 0 11 = 10'-1� 5 CROSSOVER RAILS (2 PIECES) \ 10" 4'-O' 7-4" a-8" 0" SHIPPED LOOSE FOR FIELD 4 // WELDING (FIELD TRIMMING MAY \ 21-8' '. 2 BE REQUIRED) FIFTH H LEVEL - - / SCALE: 1/4" 1'-0" - _ EL +40'-6 ��•y,I l W 17 °� TOP OF CONCRETE SLAB H 1 1 2"O.D.STEEL AT FIFTH LEVEL TUBE RAILS / 15/ i6 :e O i 14 n r 1' 11' 1 0• 1 3 TS 1 1 2 x 1 1 2 STEEL W TUBE POSTS / 4 1/2" _ 4 1/2" 1_ u\i _ DN 1 ��\ „ 1�1 0 11 12 13 8 19 20 EL. 12'-0" 1__- \ STEEL SHEET FLIGHT °I STAIR/2 9 J TOPS OF CONC. 9 CLOSURE FIELD WELDING m 8 7 6 5 4 3 2 1 SLAB AT CORRIDOR BETWEEN ENDS OF RUG m I... ......................................................UP.......................................... ............ I \ II STEEL SPACER BARS 8 \ �o f 5 \� v\i pip 4\3 / - ® O 2 00 1 O" -8" 10" 1 / N • 3 1/2" 1"1" 3 1/2" 21'-8" _ _ ,18 m EL +31'-0" rk IA A TOP OF CONCRETE SLAB C B 55;;4: x ADM =6 A FOURTH LEVEL AT FOURTH LEVEL H M SCALE: 1/4"= V-O" " 14 CHANNEL STRINGERS O = DETAIL #3 GUARD SAFEY SCALE: 3/4' DN - 9 �� METAL HAND RAIL 0 11 12 13 18 19 20 EL. 12'-0" I- 8 7 :'STAIR//2 9 ____ TOP OF CONC. \ ml 8 7 6 5 4 3 2 1 SLAB AT CORRIDOR 66 L� 5 1'-D" A-� 1 1/2"CLEAR 9 TREADS 0 11°_ 4�.. / ® O 4'-0" 7'-4" _ EL +21-6° 1 N 18 .: V MP OF CONCRETE SLAB 17 AT THIRTH LEVEL 'N STEEL•TUBE x13°"—� THIRD LEVEL (nI4'-5 SCALE: 1/4"= 1'-O" 13 MASONRY/C.M.U. 1 N WALLS HOLLOW OR 1 11•,-m GV / GROUTED o — - _ - � - \ n O B STANDARD PRESSED DN STEEL WALL BRACKETS ��1111 0 11 12 13 �h 18 19 20EL. 12'-012-0" 5 STAIR 2 9 -- TOPS' OF CONC. 4 3/8"0 HEX HEAD LAG I 9 8 7 6 5 4J 3 2 1 SLAB AT CORRIDOR SCREWS 2°LONG WITH STANDARD SHORT LAG �\`\\� •j //. SHIELD I - 2 / Q In � Q WALL BRACKET CONNECTION EL +12'-0" O 0 MASONRY C.M.U. WALLS 20,T ��------ TOP OF CONCRETE Lu LL 4 AT SECOND LEVEL H SAFETY 18 L) _ 1D" I 4'-0' 7'-4" MEAL GUARD om` 17 Q f METAL HAND RAIL / 15 18 n W SECOND LEVEL `� ' 1/2'CLEAR SCALE: 1/4°= 1'-D" - to „° ® Q Q Q 10'_3 2'-9" 8._0. 13 m 2 r1 2 3 4 5 6 11 d LO 10 \ \ 2ph o ELF O-O y �\ N �EL. -3'-0-3' DN TOP�OF CONC. \ ,I 1 1/2"O.D. x 13 CA TOP1 pN� SLAB AT GROUND \ 8 S STEEL TUBE SLAB AT BASEMENT m 7 ®rEAd I 5 ,(\i r = POURED-IN-PLACE OR 5 • : PRECAST CONCRETE j \\4 \ i WALL CONSTRUCTION STANDARD PRESSED ` IN STEEL WALL BRACKETSJ 11 12 3 EL 0'-0" - \� STAIR#2 10 --- '--- TOP OF CONC. _11- i 9 6 7 6 5 4 3 2 1 SLAB AT GROUND 3/B"0 HEX HEAD LAG SCREWS - : �OP+O-O"CREf LAB :.. :>;.; ,::: OF CON E S o.,• 2"LONG WITH STANDARD SHORT (.. OF 1 LAGSHIELD ...................... .................................................................................................. A-20 AT GROUND LEVEL 1-O::y -- DATE 'I 9 TREADS® 11"= 8'-3" WALL BRACKET CONNECTION CONCRETE WALLS `POURED IN PLACE OR PRECAST/ 1 EL 0 4'-0" B'-3" 7'-9" 10" ....:.. ------''-- ------ ------- � ......: TOP OF CONCRETE SLAB AT BASEMENT LEVEL • 2 DETAIL #4 BASEMENT TO GROUND LEVEL SECTION THRU STAIR#2 ®FlEET SCALE:3/4"- V-0" SCALE: 1/4"= V-0" SCALE: REV118101�8 _____________ �y EL +100'-0" NOTE: METAL RAILING E.S.P. PAINT-BENJAMIN NOORE- HC-128 CLEARSPRING - '< ;i. — �y TOP OF TOWER TIE GREEN AT ALL PREMAN UFACTURED GUARD AND HANDRAILS(TYPICAL). BE, 0 �1 NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, r^ MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL& LANDSCAPE DRAWINGS VI W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ \ ARCHITECT PRIOR TO START OF WORK& BIDDING (TYPICAL). H • c W — EL. +91._6° �Ny - 1�) 21 TOP OAF CONCRETE r ---� SLAB AT ROOF M"y o W� I. i• ,1 ,._O.. �F 7 TOP CO. 15 1 ii 11" .o 12 13 14 15 16 17 18 19 20 21 22 SLAB AT ROOF LEVEL co el STAIR I(12 10 9 6 OPEN 2 t \ \ �J� 1-0 10 •I F-i O ko 10' 4'-0' 7•-4" g'_g" 7 n ROOF LEVEL \ 4 '\ W SCALE: 1/4"= V-0' \� 3 2 I 22 - 2 TOP OF CONCRETE SLAB 1' 71 ,•-0" i AT EIGHTH LEVEL -N 4 F/ 0 9 i DN II 8 12 13 14 15 8 19 20 21 22 �EL 79' 2" 17 -- n .i STAIR$2 11 - TOPY OF CONC. 10 9 8 7 6 5 4 3 2 1 SLAB AT EIGHTH LEVEL _ FLOOR LANDING WORK LINE i-0 y, 11 r `� ,- METAL SAFETY - _ cuARo b 2 z ,/z' 3 11 0 \ .ti FIELD POURED 3' 10 4'-0" CONCRETE FILL - 9 \ STAIR FLIGHT �r 21'-8" �SRINGER EIGHTH LEVEL �� — SCALE: 1/4"= 1•-0' -\ m _\-"4 / INTERMEDIATE LANDING - _ _ N FRAME FRONT HEADER V '' >> I:I F: ✓+ . 10 TREADS Q 11" 9' 2' 3_ /2' DN _ - - - -_--- - :i „ 20 1_ - LAB 22 EL +66 10" d p 2 Y TOP OAF CONCRETE 5 K o -�_o AT SEVENTH LEVEL U) 0 4 12 13 14 15 6 8 19 20 21 22 EIEL 66' ,0,0° W 'I ISTAIIt g2 11 -- iOPY OF CONC 10 9 8 7 6`5 4 3 2 1 SLAB AT SEVENTH LEVE 19- ~U - Is -UP 1 ,7 e-z O =uj c 15_1 Q u 8 FLOOR LANDING WORK LINE H 2 Z 2 1/2" FIELD POURED 3' SEVENTH LEVEL CONCRETE FILL N SCALE: 1/4"- ,'-0' •j 8 \ - 7� it / 6 n ®EAL STAIR FUGHTJ STRINGER ::: —">�- o O ..,_0•. _ 4 / 3 DN 2 / 1 1/2" 2 3 14 15 22 23 24 `INTERMEDIATE LANDING cl 11 -- EL 12•-0" STAIR 2 24 FRAME FRONT HEADER OF CONC. EL.+54 6 TOP _ i I _ m 10 9 8 7 6 5 4 3 2 1 ------ SLAB AT SIMH LEVEL SLAB P %T CLEVE ETE r..�n...m... 4.. _...................................UP.............................. ........... a-� / 22 E AT SI H �G'/GG/I/lLL�11��"�fL/JJ�NILL i TO _i DETAIL #5 ------- ---- -- -- --- -- - ®ATE SCALE:3/4"= 1'-0" 10' 21._8.. • SIXTH LEVEL SECTION THRU STAIR #2 ®!lEeT SCALE: 1/4"- V-0' SCALE:8/B'--1'-0" A-2� SOLID PLASTIC REVISION STALL PARTITIONS SOLID PLASTIC (OVERHEAD-BRACED) PRIVACY SCREENS WALL-MTD. (OVERHEAD-BRACED) ` FULL-HEIGHT CERAMIC TILES SOAP / DISPENSER I MIRROR DIA. WALL-MTD. PAPER TOWEL W ST. STL. SOAP DISP. DISPENSER GRAB BARS PAPER TOWEL DISPENSER TOILET / 1'-3• TOILET PAPER ° DISPENSER TOILET PAPER I ° 3'-6" DISPENSER \ 6 3-01. 24'-4 o CLEAR F`1J�j•DIA. ST. STL. p CLEAR a GRAB BARS •I ` f 1 N • O 'i - •i? 5'-6" 5'-7" 2'-10" 2'-10• 7'-4" _ el og �, l U v1 -3^ N MALE TOILETROOM ELEVATION MALE TOILETROOM ELEVATION //j�\\ SCALE: 1/2"= 1'-0" SCALE: 1/2" = 1'-0" '- \ 0 MEN 324 r � \ / SOLID PLASTIC SOLID PLASTIC W STALL PARTITION PRIVACY SCREEN •j (OVERHEAD-BRACED) (OVERHEAD-BRACED) J MARBLE TILE FLOOR 1•-3• \ / THRESHOLD MIRROR \OPEN/ ,I PAPER TOWEL ,I / b5 11 F'ti 00 DISPENSER X MIRROR - O co ,._6" 2._7" �.1 1._5" -5.. CL . 5..k__lZ,3-1 L WALL-MTD. W -MTD. U TOILET PAPER / ko PAPER DISPENSER O DISPENSER • / \ r TOWEL DISP. '� \j WALL MTD. SOAP \ / DISP NSER - H C. DRINKING ST-SST / FOUNTAIN GRAB BARS \ j 0 ID M r Ll �O MALE TOILETROOM ELEVATION 3 MALE TOILETROOM ELEVATION 4 )J s-5�. SCALE: 1/2" 1'-0 SCALE. 1/2" - V-0 GRAB BARS WALL-MTD. `WALL MTD. PAPER \ SOAP TOWEL DISP. '� o DISP NSER TOILET PAPER•, SOLID PLASTIC / DISPENSER ¢1 STALL PARTITIONS FULL-HEIGHT (OVERHEAD-BRACED) 1'-6• 2'-7" 1'-6" 1'15 / 1'n 5" 1'- _/ CERAMIC TILE WALL-MTD. m�')ITA Y NAPKI F 7 SOAP MIRROR- q DISPENSER �- E �� / DISPOSAL UNIT WALL-MTD. U¢"CIA.ST.STL SOAP DISP. MIRROR IIII I / GRAB BARS PAPER TOWEL DISPENSER \ I \ �i/ H. 1.-3" PAPER TOWEL '\ LL.C. TOILET PAPER \ \ DISPENSER / �\ / •I 7 Ll / DISPENSER •I E MARBLE i N 1'-0•� 3'-6" \ \ THRESHOLD '- -/SANITARY NAPKIN ° TILE FLOOR \ / DISPOSAL UNIT •I \ 3'-0" 6°- j �� / � •I I 7 8 /-TOILET PAPER 1 J¢•DIA. r, r, 0 Sr.STI. DISPENSER WOMEN \�I�I(' GRAB BAf25 el vl 'I �X 'I O WI n n •�n in,� ,./ - / - i� n n I M� v o .i -I � •i J � I � d o Lu O o I 3,_0„ ,,_3., z e ,._6. FEMALE TOILETROOM ELEVATION /� FEMALE TOILETROOM ELEVATION /� U W s SCALE: 1/2" 1'-0• `� b 5-6 5-7• 1 2'-10" 1" 2'-10• 1" 7'_4" O = SCALE: 1/2" 1'-0" V/U Z }QS �.- 24'_4., S CLEAR Q Q Q PLASTIC __3 \ / / STALL OPAR71T NS m (OVERHEAD-BRACED) SIX THRU EIGHT FLOOR ° MIRROR TOILETROOM PLANS \OPEN/ \ SCALE:1/2•-l•-O" NORTH SEA L PAPER TOWEL GENERAL NOTES: X DISPENSER { `i SANITARY NAPKIN DISPOSAL UNIT NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, 1. ALL LAVATORIES WITH HOT WATER SERVICE TO / \ 1•_0" o MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL& LANDSCAPE DRAWINGS �\, HAVE "INSULATING JACKETS" OVER EXPOSED TOILET PAPER W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ H.W. PIPING AND DRAINAGE TRAPS. DISPENSER ARCHITECT PRIOR TO START OF WORK& BIDDING (TYPICAL). / \ _ •I 2 UNDERNEATH CLOSE TRANSITIONS DOORF FLOOR MATERIALS 3. BLOCKING TO BE PROVIDED IN STUD WALLS TO *� I I — MOUNT ALL REQUIRED FIXTURES & GRAB BARS OATS TO MEET ACCESSIBILITY REQUIREMENTS. a v •I ° 4. SANITARY NAPKIN DISPOSAL UNITS TO BE .� --v __ MOUNTED ® 30" FROM FIN. FL. TO TOP OF OPENING IN PANEL. SFdEET _ FEMALE TOILETROOM ELEVATION FEMALE TOILETROOM ELEVATION SCALE: 1/2"= 1'-0• ' SCALE: 1/2^= 1'-0" REVISION AQi 1'-0" 3'-6" ^� I-NAPKIN 0 DISPOSAL UNIT a yyQW TOILET PAPER ICI •� DISPENSER ty 2 \� / / \� 1 43 F MIRROR \ 'I 0 PAPER TOWEL "SpI�A. A"DIA 1 GFj B BARS DISPENSER GRAB OARS •I ST. STL TILE FLOOR r, SOAP DISPENSER 1'-0" 3'-6" GRAB BARS I F.D.. �' H C. ' F�'I r FBI i Lm r TOILET / PAPER r, PAPER TOWEL\DISP. W DISPENSER O ` MARBLE THRESHOLD .; 14 4 , -i' 'i 'rC .i MIRROR\ WALL-MOUNTED SOAP DISPENSER T 3'-0" TOILE PAPER DISPENSER CLEAR H a TOILETROOM ELEVATION /, TOILETROOM ELEVATION /_ GROUND FLOOR/ RETAIL SCALE: 1/2"- 1'-0" 1 SCALE: 1/2"= 1'-D" ' TOILETROOM PLAN SCALE:1/2'�-l'-V W NORTH � GENERAL NOTES: 1. ALL LAVATORIES WITH HOT WATER SERVICE TO O HAVE °INSULATING JACKETS" OVER EXPOSED C, H.W. PIPING AND DRAINAGE TRAPS. r 2. CENTER ALL TRANSITIONS OF FLOOR MATERIALS UNDERNEATH CLOSED DOOR. / \ 3. BLOCKING TO BE PROVIDED IN STUD WALLS TO L FULL-HEIGHT MOUNT ALL REQUIRED FIXTURES & GRAB BARS ° CERAMIC TILE] \ WALL-MOUNTED e' o TO MEET ACCESSIBILITY REQUIREMENTS. (JJ SOAP DISPENSER 4. SANITARY NAPKIN DISPOSAL UNITS TO BE +-I MOUNTED B 30" FROM FIN. FL. TO TOP OF r N OPENING IN PANEL. i Q in o NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, (n p ° MECHANICAL, PLUMBING AND ELECTRICAL.CIVIL&LANDSCAPE DRAWINGS W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ 1-LL 4 ARCHITECT PRIOR TO START OF WORK& BIDDING (TYPICAL). Q U TOILETROOM ELEVATION /� TOILETROOM ELEVATION /� �o Z $o SCALE: 1/2"= 1'-0" SCALE: 1/2' 1'-0" 4 Q 6 Q $ m � 3 � rn N SEAL ®ATE _. vxrrawnarr 6FIEET A-29 REVISION �—STRUCTURE ABOVE STRUCTURE ABOVE PLATE FASTENED TO PLATE FASTENED TO STRUCTURE STRUCTURE .�) lj. SEALANT GA FILE N0.WP 1200 I HouR ao TG as sic \\�SEALANT GI RC-1 CHANNEL(NOISY SIDE) Q DETAIL A RE wu"D GYPSUM WALLBOARD.STEEL STUDS \ \ 5/8'GYPSUM WALL BOARD 5/8"GYPSUM WALL BOARD V{ vnr`,u`ici P"/:alµili�ES�wuc°s D1 of%ia�i�ARn�os.C" � ,.R 110 AHD c ULIc AU111 AHD'EDIESITS S"`iODS N°'S°'L' .glNtt SfACGEPED 24"-11 GLH SIDE AHD On OPPOSII£SIDES.(NLB) H THI'RNECS: 4 T/B" LIMITING rvEIGHi: REFEP TO SECTION V li APPRO%- EIGHT: 6 PSF FIRE TEST: FM WP-1576-19-5B: I� Osu i-IRRD.s-B1 �—CEILING FINISH AS PER TENANT [� ulc 7°r464,79i500. CEILING FINISH AS PER ��JJJ 7_97.8-12-B1.DESICnI W415 CEILING FlNISH PER TENANT TENANT 1 NGC 2385.7-26-RO 0 =DUrvD r[s FINISH AS PER TENANT ,',G, FINISH AS PER TENANT (11GTE.DETAIL ALSO APPLICABLE FOR 5 1/2"u B"STEEL STUD ASSEMBL'r.( STUCCO FINISH (PAINTED)W/ 5/8"FIBER REINFORCED WATERPROOFING MEMBRANE ) r AT 4-HR. FIRE-RATED WALL 5/8"FIBER REINFORCED BOARD ii OR 5/8 GYPSUM WALL FAY CEMEMRIOUS WALL BOARD INSULATION OR 5/8"GYPSUM WALL 'C1 BOARD (POLYISOCYANURATE"TUFF-R") BOARD ) lam, RC-1 CHANNEL(NOISY SIDE) 5/8" FIBER REINFORCED METAL STUDS SOUND ATTENUATION BLANKET DETAIL B DETAIL C CEME TIOUS WALL BOARD FINISH AS PER TENANT METAL STUDS O°s;gn rvo.usol De°; OR 5/8"GYP. WALL BOARD gn rv°.a AS PER TENANT FINISH AS PER TENANT Bearing WW I Rt t,-4 HR. Beannq Wolf"'R17H S2 HR. NonO<°nng WRIT Rating-4 R. Ncnbeanng Woll Rating=HR. FINISH PER TENANT l��) O O O O non. BASE AS PER TENANT :(� BASE AS PER TENANT O Q1 S-5/8' 1-1/2"MEFAL FURRING �J Honcontal Section P( 00 4 ' BASE PER TENANT SEALANT SEALANT 1. t,on a 01GOC1:s'-Various designs.CI°ssifrc°tion B-1(1 M1r). I. .on refs BlocYS•-Nominal G iM B i1,I slid. - 2 e�eee _ e fi,11 cote of moor °f}iyeel' c See Conrnte Block ca eoi mo r rrt°P o<a4s anot °ore tnas 3-1/2�p.rts /cls°nn a °o n0o loess 2. 2-1/4ka 1do it Rore 1Fan 3-1 P.-.1 rim oo tlr Loess w. pa,i -ti-dace n (woromoned- waMme)o'veruc°1 yP.cta smggeroa. �M1aPOruona re m(pro°onlgned B .oiMme).°'venl.ai na°ism°smgg%red. H M ' G P`"n'z°="r-I'"_' °°'i"°"°`° P°"'°''e ""n'S'°" °,°%°m�'°_ -"°% "2" TYPICAL EXTERIOR CMU WALL & TYPICAL INTERIOR TYPICAL INTERIOR METAL WALL sloe:t,00uon. Fl, 11 .r„ed. uamee m°-,-1 Hmw. ate.n 4. Loose M Dore F;II-I(all„ c%pa % re flletl wltH to !dry eV'and<d 4. Faant<d Plest'ic"-(Optional-fJal Bltown)-1-1/2 in,tF�icl,ma�,a rt wid< ° " 'ay ar °(Iln° °`°°%� " "'° �rn'Elal' c.l t..D.d'°`°Gfe'e°'oak%°""' °� BETWEEN DIFFERENT OCCUPANCIES METAL WALL (RETAIL SEPARATION WALL) � Le°to,car°-T,Pe.H°rma, ing �y •eeanng me UL Co SD;o°ron rm,klnq eear;ng u,e UL CI—Ifi-tin Marking 4 HOUR FIRE RATED UL-901 1 HOUR FIRE RATED WALL - 1 HR. FIRE RATED UL= 465 STC 55 (REFER TO DETAIL B THIS SHEET) REFER TO DETAIL THIS SHEET M NOTE: CMU WALLS THAT ARE 4-HR. FIRE-RATED W ARE EXTERIOR NORTH AND SOUTH WALLS ONLY _ U `4 ' 2 HOUR FIRE RATED UL-901 TYPICAL WALL TYPES [744 jJ (REFER TO DETAIL C THIS SHEET) SCALE:1"=1'-0^ z NOTE: CMU WALLS THAT ARE 2-HR. FIRE-RATED ARE BETWEEN DIFFERENT OCCUPANCIES, ELEVATORS & ELEVATOR LOBBIES, AND STAIR ENCLOSURES. NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE, STRUCTURAL, W �y MECHANICAL PLUMBING AND ELECTRICAL CIVIL de LANDSCAPE DRAWINGS 1x7-1 W/EACH OTHER.ANY DISCREPANCIES TO BE COORDINATED W/ ARCHITECT PRIOR TO START OF WORK k BIDDING(TYPICAL). 17 04 04 Q a o C6 0 ° LLI C) cA 0'2 9 co Ir; Q a a CC) N m a. SEAL GATE aMITAmn RFT 9FlEET A-30 REVISION METAL SET IN MASTIC WITH MOP APPLIED MEMBRANES, PRIME FLANGE BEFORE / STRIPPING DO NOT USE MASTIC WITH TORCH APPLIED MEMBRANES / NAILS APPROX. 3"O.C.STAGGERED SPECIFlED BASE PUSHING VENTING BASE SHEET • MODIFIED MEMBRANE / //INTER PLIES SLOPE E S UCCO VA L' CLINTON CLOTH r �c PRE-CAST STONE FINISH �XY Xl vj>' d d/ MASONRY WALL 5'W.X V-0"L X 3"H. STAINLESS STEEL SCUPPER W/ - 4"FLANGES BOTH SIDES OF 8" CASING BEAD A 9 PARAPET WALL-- EXTEND � 46� Q .� VERTICALLY&OVER CANT STRAINER 19 d d d p CAULK CLAMPING RING 0 - .p d p d y- STAINLESS STEEL FLASHING 2 _ - Q SPECIFIED BASE FLASHING p yl WEIGHT IN! LATING VENTING BASE SHEET '^ d CONCRETE W/RIGID MODIFIED MEMBRANE p. INSULATION —ROOFING MEMBRANE r, CONCRETE SLAB p OVER BASE SHEEP INTER PLIES \ CONTINUOUS CLEAT WITH TYPICAL CANT d d d 1"MINIMUM LEG SEALANT --MEMBRANE FLASHING CAULK .\ SEALANT X TYPICAL FLASHING DETAIL d d { p PRE-CAST STONE FINISH � ' p ' SCALE: 3"= V-0" d d a p' pq _ d d. 'd. p a I I Q W p �7 L LT.WEIGHT INSULATING CONCRE �.)• W/RIGID INSULATION W 22 GA. STAINLESS STEEL LT.WEIGHT INSULATING CONCRETE CONCRETE SLAB REEFER TO O pOj PARAPET CAP W/HOLD-DOWN W/RIGID INSULATION PRECAST CONCRETE JOISTS CLIPS(20 GA.Si.STEEL CLEAT, (SEE STRUCTURAL DRAWINGS) STRUCTURAL DRAWINGS 4 CONTINUOS)TYPICAL 4"WIDE FlAGE AT TYPICAL U.N.O. PERIMETER,BOTH SIDES DECK CLAMP PER FT.SLOPE / EXTEND MEM.TO ENCAP WD. NAIL OF MASONRY WALL b P.T.2.10 W/TAPCONS AT 8"O.C. O TYPICAL EMERGENCY OVERFLOW SCUPPER TYPICAL ROOF DRAIN DETAIL A -" PARAPET WALL SCALE: 3"= 1*-0" -0" 1 PLY SBS SCALE: 3"= 1' a H 1 PLY SBS BASE SHEET NOTES: m� METAL COUNTER FLASHING 1. MINIMUM 30"SQUARE,STAINLESS STEEL FLASHING. PRIME TOP SURFACE BEFORE T� FASTENERS B"O.C. STRIPPING. [�] 3/4"STUCCO FINISH / STOP BAR 2. MEMBRANE PLIES,METAL FLASHING AND FLASHING PLIES EXTEND UNDER CLAMPING I� RING. .._ 0 3. STRIPPING MEMBRANE EXTENDS 4"BEYOND EDGE OF FLASHING SHEET, BUT NOT FBI tt BEYOND EDGE OF SUMP. 4. STAINLESS STEEL FLASHING AND SHEET METAL FLANGES MAY BE SET IN CEMENT ON o MOP APPLIED MEMBRANES. FLASHING CEMENT MUST NOT COME IN CONTACT WITH O TORCH APPUED MEMBRANES. FOR TORCH APPLIED MODIFIED MEMBRANE,TORCH TO r, .. a A MOLTEN STATE,THE AREA OF MODIFIED MEMBRANE OVER WHICH THE METAL IS TO I[�^ LOW POINT OF BE SET WHILE STILL MOLTEN. ROOF ELEVATION r, STUCCO W GNI TYPICAL PARAPET OVER 24" HIGH[ METAL REGLET Z cc _ FASTENERS APPROX.24"O.C. SCALE. 1 1/2 - 1-0" ; FASTENERS MAXIMUM 8"O.C. FOR LENGTHS UP 70 12"AND 4"O.C. FOR LENGTHS ABOVE 12" H SPECIFIED BASE FLASHING EXTEND MEMBRANE TO ENCAPSULATE THE CANT -SET IN BITUMEN WOOD NAILER INTER PLIES CONTINUOUS TAPERED P.T. 2,10 W/ TAPCONS AT 8"O.C. SUPPER-PLO ADJUSTABLE —\ AS H FLOOR FLASHING / 22 GA. STAINLESS STEEL PARAPET CAP MODIFIED MEMBRANE STRAINER 1"PER FT. SLOPE W/HOLD-DOWN CUPS(20 GA ST. STEEL \ CLEAT.CONTINUOS)TYPICAL U.N.O. HOLD DOWN CLEATS SLOPE HIGH DOMED CAPPED,GASKETED d L d. -d p' q y c FASTENERS p FASTENER®8"OC. d LLI PRIME WALL TO RECEIVE MEMBRANE p p p d ~ U p . WALL FLASHING FELT d p Q W A 6 d p PARAPET WALL 4' d d d d ~ m INTER PLY p Q p .1 d q d p 0 = CANT-SET IN BITUMEN p / \ N Z LIGHTWEIGHT CONCRETE a p \� Q a a S INSULATION d. q LT.WEIGHT INSULATING CONCRETE CAULK OUTLET J9 QO-JOIN(OPTIONAL) SERIES m W/RIGID INSULATION #75 BASE SHEET p � 1 PLY SBS 170 FR CONCRETE SLAB REEFER TO a GI STRUCTURAL DRAWINGS Q 1 PLY SBS BASE p 7XVi d d �.. 3"MIN. p (OVERLAPING) SEAL ------ -------------------- TYPICAL FLASHING DETAIL TYPICAL FLOOR DRAIN DETAIL METAL DECK SCALE: 3" N.T.S. ........ DATE � .. NOTE: CONTRACTOR TO COORDINATE ALL ARCHITECTURE,STRUCTURAL, v nnuxx MECHANICAL, PLUMBING AND ELECTRICAL, CIVIL&LANDSCAPE DRAWINGS °ueaem W/EACH OTHER,ANY DISCREPANCIES TO BE COORDINATED W/ ARCHITECT PRIOR TO START OF WORK&BIDDING(TYPICAL). TYPICAL ROOF PARAPET DETAIL B�,EET _ SCALE: 1 1/2"- 1'-0" - A-31 REVISION -1471 29'-0'* 29'-0" 18'_2' 29'-0" 25'-O" L9'-0' 18'-8" I'-O" 26 PC F—I— — — 26 PC, -",w WALL B-2 GE-3 G11-2 GB-2 GB-2 — — — — — — — --- — — — ....... ... .... ....... ... . ..... — — — — - -...... K� 8 SLAB II 5mp"�711 oz BE 0 W VIII X 4'- 4 PC --COL. 4 PC 4 PC 4 PC LF'C F --1 J ISOLATION I F /M E\j IF j JT TYP. si I w — L $ 0J L\7 — L L /A II_j LkD - - BLAB 11 01,1 DO r C) W2.1 WIUF.W/6"6 F+RE08URE L IAIII M SLOPE= 53% 30 PC(-14'-0") TOP OF SLAB F WALL VERT.WALL UJI -S- NF. F IT -ORIZ- 4 PC CENTERED IN WA.L PC 3 PC 3 PC F F I-P L _G5 2 68-2 5-3 A 0 si SJ \1 1 EJ- 00 SUMF,PUMP SIZE LOCATION REFER TO PLUMBING Duns- 3 P L 7 71 1- OA.D. �j v •4 m ll':. di o OP�10F SLAB ;t 4 PC X -0 A.F.F. SLOPED WALL 4 PG I .3 PC F PC PC C.5 7- ,4p.\' ej si 7 L -:1 F 4 PC I-T 7 v Gp-L- locp(—01117 1 17 7 01 z-4:-12 X 0 A01 SLAB Do,BrV U5 4 Pc 1 x 4 ICI I 3 Fr-4 PC- 'x 3 PC. F /1 PC 01W I GE-2 �3 4-SLAB I"SL B S 10"BE 4 i5I=iV%r" V L _j X 4'-O� X 1.oll P —:-o-- s-DO.-I 4�0' X 4' --j �i F4-1 ;t x— L G5-3 G15-1 G G5-1 I-P AVG.ELEVATION 0 SIDEWALK G5-3 GIB-1 t7pF --F — el F""(11O'A"N.G.V,D.) a: 9 2 PC 2 PC 2 PC I 3—f-- 3-P-c— T-F—'C ::3F'C — 3 3 ISC w 3 FSc- ---/ I A GB-1 5-1 T T LITER 3 P'\' L. NTEI;MD 6671 IN COL CE DID/4 C'70NVCE*CO I (Tylp AZ SHOWN) IN.4,T.F1 VERT. < -3 TIES W,14" TYP. -7) a. 29'-0' PLAN NOTES, 4 7 SEAL V FOUNDATIONS DESIGNED BASED ON GEOTECHNICAL ENGINEERING REPORT FFZr CONCRETE E5EAt-1 SC:�IEDULE =PARSD By INTrRCOUNTY45R4TORIE5-U8L INC.IN T"9R REPORT DATED JANUARY 2005. FOUNDATION & BASEMENT FLOOR FRAMING PLAN -01-P ALL PILE SHALL BE 4`0 CONC.AUGER CAST PILES 26'-0" "T4FPJ� TOP SIZE REINFORCING TIES OR STIRRUPS LONG BELOW EXIST.GRADE LU/FOLLOWING CAPACITIES: 3)PLACE CONIC's,_A5 ON GRADE OVER a MIL VAPOR SCALE:1/8 NOxTH ELEV. UD.H COMPRE66 ON 150 TONS BARRIER OVER CLEAN TERMITE TREATED,WELL ROTT,CONT.TOPI E,F ACING REMARKS TENSION 151TONS COMPACTED FILL. S) DENOTES 10"CONC.RETAINING WALL No P 6P AGING GB-I -12'-0" 24"5124" 4-S C IS -4 V. SWEAR 4 TONS REINF.W/-'&-10"VERT.EF.4-5-12"WORM EF. COMPRESSIVE CAPACITY OF GROUT FOR PILES-28 DAYS SHALL BE 4)DEPTH OF ELEVATOR PIT TO BE COORDINATED W/ B000 POI -rVR MANUFACTURER'S REQUIREMENTS GB-2 -12'-0" 24"X24" 4•10 4 a" MIN.OF r ELrQA 10)FOR PC DETAILS SEE SHEET 5-11 5 C-PAN BY -112"IO.C. R FULL LENGTH OF PILE. OTHERS CONTRACTOR TO PROVIDE SHOP DRAWINGS A GE-3 24'504" 4-8 -4 El .1o.. PILES SHALL BE RMNF.LU/Sr VERY.4I0-3TIE5-4"0,C.E.E-eAL. 5)AEFTPTIEIR5 SHALL E STEEL STAIRS W1 CON 11)FOR SHEAR WALL DETAILS SEE SHEET S-S 4 FOR OATS G15-4 Ir,"XI4" 3-1 -3 El - PILE LOAD TESTS FOR COMF'RE;SICN-I PILE LOAD TESTS FOR DESIGN CALCULATIONS SIGNED 4 SEALED BY A FLORIDA 5-10 TEN51ON 16 REQUIRED.THESE PILES CAN BE IN THE POSITION OF 1-2.FOR A/E REVIEW 4 APPROVAL PERMANENT PILES. 12)FOR COL.SCHEDULE SEE SHEET 5-8 6) DENOTES 8'MASONRY NON-LOAD BEARING -AT CONCLUSION OF THE FOUNDATION CONSTRUCTION,A FOUNDATION WALL REINFORCED W1-S GALV.LADDER TYPE HORIZONTAL 13)-- DENOTES DIRECTION OF SLAB MAIN THE CERTIFICATION LETTER SHALL BE SUBMITTED TO =SPECIAL JOINT RZEIR 6 1&--O.C. FOR VERT.REIN'.SEE-SCHEDULE RIENIF.(OUTER MOST) INSPECTOR SIGNED 4 SEALED BY A FL-REGISTERED ENGINEER SHEET 5-2 r I I V. —X—X— EMPLOYED BY THE GEOTEO-INICAL ENGINEER STATING THAT THE GECTEC NICAL ENGINE 14) F--DENOTES SLAB TOP R�Nr- Zvorimir T. 5elFranin, F.E. SHEET pay =EP OR+416 REPRESENTATIVE,HAS 1)PROVIDE VERT.REINK-ALL CORNERS,BIDES OF - DETERMINED THAT THE REQUIRED PILE CAPACITY WAS BEEN OPENINGS A ALL INTERSECTIONS Structural al 11 LU/STYROFOAM OBTAINED:4 THAT THE PILE CAPS WERE CONSTRUCTED IN IS)5.)DENOTES Yd'X 2"SAW-CUT CONTROL F.E.•330141 E' ACCORDENCIE W1 THE RIECAJIRIENT6 OF THE GEOTrCWNICAL REPORT. 0) OR 6"SLAB PROVIDE 15.12"BOrr-EAU.(TYP)U.ON-ON TO TAKE PLACE 24 HOURS OF CONC-SLAB S-1 eau-TAIL AN PLACEMENT —.T; LDE: PLAN 2)TOP Or ALL PILE CAPS-ELEV.-12'-0"LAN.ON PLAN 1 2 3 4 6 O 7 8 9 wEV1e�oN 198'-6" V-0.1 16'-8" 29'-0" 29'-0' 18'-2" 2a'-0" 29. 0" 2a. 0" 16'-8" 7' 0' COL.STARTING s W FLOOR BEAM 8"X 24"GONG. Q U O NON-LOAD BEARING 0.� COL.W/a S VERT.4 QN 3 TIES o 12"O.C.4 3 M L o HP®S"O.C.TYP. g o IB-1 60'-0" I5-2(0'-0") IB-2(0'-0") I5-3(0'-0") I5-2 C+12'-0'7 IS-2(+12'-0'7 I5-2 C+12'-0"9 IB-I C+I2'-0'7 A — — — - - - - _ - - - -_— r r �(A4 T T 7 7 T CONC.BEAM A a IR'I q ,I 3 E_� SLAB SLAB 5LA° a 1R" O a 1rz" 5._6" 3"o PVC PIPE x � B"W/GAP ONE__-- kr FOR EACH TWO VERT.BARS 7'1'1'A I I { OBLE IB-1(0-0' B-5(v RIES) IB-6(VARI S) IB- VARIE-S) IB-5 +I '-0'7 IB-5(+I21- " f— AL 12'-0„ G A9 REO'D. CANT'L B IB- CVARdE l) G 0) �_ — — — — Lr.� u CO3_0„) — U — — — u — D �BC�BOX 1 1(9X]4, W I 0 A 0 T0r De sLAD - uP In EL.7'_0” W .I TOP OF FLAH- a I!1" m ID " 4 Irz" 4 Irz" EL.+12'0" - BLAB YP. NON-LOAD CONC. COL.. B SLAB q - ~ m SLAB 41/Z" G LA-6,- CALE:3/4" V-0" m S'X 24"COL FROM - - ELE4.0'-0"Tb a12'-0'1 1 1 15-4 rr'� S-12 REIN=.W/6"6 RT. CANT' B u ANT'L m D u - I 3 TI S 4 H.P. az"Lew wnu m (0'-0' IB-1(,12'-0'l Cq2'-0") Sw.3 I 5(+12-0'7 C — a'' Low a,.Low iii--- LE V.0 T L..2 0' A — CAN 'L m ITB51 +II2'-0')) cc B (+12' '7 — — — — iIIII— uoPe� w NFeo TIES t�P. 8' G. _ � B-i/,120"J (0'- — — — ^ WALL _ w LL EINF.W/6 VE T.< 0 e � � 0 6LA8 q K K q 4IR" B Q 41R" q 0 r 8 - „)1B-� 0' ") IS-1/0'-0" O Q Q A 9LAB - - - - � I I I I SLAB I � I CA.%J015T T 5._c.. A Q1 m' -�a._8., SUPPORT WAL SL B 0 a m m C 1�� G F F m FBI 0 6=1 1B-4 TB C+12'-0")CANT'L B B �— 44� W0' 07 Y'PGJ m S'-6" IB-5(®'-0„) -6 0'-0„) I IB- C0'-0�j TOP o FINISH I - 6 ^ TDP r SLin - O w am f w P w _w I^ SLAB 41VZ' A 0 > > 0 0 0 W e A sL B A m m m SLAB - 2..PGJ m s'-6” - ° 4 1/2 e�ARe A r I SLAB i I 'z aq B B r' IIB-4 � ICANIT'L - - - - - kk0'-0 E — IB 1(0' 07 - - - - 15 C0i -0'7 IB-6 Q0' 0'7 le 5?10-0” — I_ IB-5 0'-0'7 1B w -6 C0'-10"� ^ I I 1 u GAN L B - - - - B> N N 6, X I8" NC. g"X 12"CONC.N -LOA (D'_�u 0 W - _w ON-LO D BEAR] G BEAR] COL.W 4 5 VERT. 6" 0, R' ^ SL L.W/ "6 VERT.."3 SL B ' A A 0 8 3 TIES o 8"O.G.STARTINta• A N _ _ _ _ a' B a 1/2 1 1 e > m > I LIES m 8�O.C.STARTING I SLAB TyP. 4 m' SLAB B SLAB YP. 0 m 1 I 0 0 QI - .� SLAB I..I ,I ]III II SLAB m I I - AV'E.ELEVATION d SIDEMALE I l m � I 4IIl1" , I `� AVC.ELeVAT10Y w S!DEtlA1.Ii I I I m Q m — G — - - — - - - - - I � — a o ^ C EL.-0-5'1+13'-!`N.G.V.D SLAB, bLLAB C I m EL-0-5`(+13'-9`N f..V.D.) C Q F r hI � c _m� I � o IB-I C0'-0'7 I5-2(0'-011) I5-2(0'-011) I5-3(0'-0") I5-2(0'-0 11) IB 7 V -2 C0'-0' — — — IB-2(0'-0'7— — — IB-I(0'-0' — o U F Q <a m r � V-0" 16._8^ 29'-0" 29'_0" 18._2.. 1, 29'-0" 11 29'-0" 29'-0" 198'-6" 1 2 3 PLAN NOTES: 4 6 6 7 g g SEAL NON LOAD BEARING WALL a DOOR PAR IMPOSED LOADS: VERT.REINFORCEMENT SCHEDULE LL.50 P9F(FLOOR tPARKING] -4 FOR E.W.12" ID D SLAB OVER PCJ PROVIDE GROUND FLOOR FRAMING PLAN .60 PSF(BALCONIES) •4•12" o MID DEPTH PRECAST J016T FABRICATOR TO FLOOR CMU ZONE VERTICAL REINFORCEMENT 00 P9F(GORIDOOR3) DESIGN JOISTS FOR ADD'L DEAD HEIGHT SIZE IN FULLY GROUTED BLOCK CELL •100 PSF(ELEV.LOBBY t STAIRS) 9) PCJ DENOTES PRECAST CONCRETE JOIST BY WEIGHT OF 100'/FT OF NON-LOAD SCALE: 6F'ECIALTY ENGINEER BE WALLb A9 SHOWN ON PLAN NORTH 2) DENOTES DIRECTION OF.LAB MAIN�INF. 40"O.C. (OUTER MOST LAYER) 10) 41/2"CONC.SLAB TOP REINF SCHEDULE: O 3)ALL STAIRS SHALL BE STEEL STAIRS W/CONC.PAN BY B. r4•I2"x3'-0" OTHER.CONTRACTOR TO PROVIDE SHOP DRAWINGS s C= -4 a 12"x8'-0" '5 a 1C."O.G. DE81GN CALCULATIONS SIGNED 1 SEALED BY A FLORIDA PE.FOR A/E REVIEW A APPROVAL D= 2"4 x 4'-0"DIAGONAL • +12'-4" 8" O •6 m 32"O.C. 4) ( DENOTES SLAB TOP REINF. 11)VERIFY LOCATIONS OF PLUMBING PRIOR TO OA7Ts PLACING P.G.J. rrr•xinxrr 51 ® DENOTES 9"MASONRY NON-LOAD BEARING 12)FOR SHEAR WALL DETAILS SEE'SHEET 9-9 1 +12'-4" 8,� O "6 s B"O.C. WALL REINFORCED W/5 GALV.LADDER TYPE HORIZONTAL 9-10 a..rawm JOINT REINF.0 16"OL. FOR VERT.REINF.SEE SCHEDULE THIS SHEET 13)FOR COL.4 BEAM SCHEDULE SEE SHEET 8-9 " P.C. 15 m SIDES OF EACH OPENING TO ROOF 6 INTERIOR 6)PROVIDE VERT.REINF.•ALL CORNERS,SIDES OF 14 DENOTES e"GMU LOAD BEARING WALL 6NB6T '5®48"O.G.THROUGH OUT OPENINGS ALL INTERSECTIONS FEIIF.W/5•I6"O.C.VERT.IN FULLY GROUTED ZVOYIIm il- T. Bel Franin, P-E. BLOCK CELL<5 GALV.LADDER TYPE HORIZ. C—Iting Structural Englne NOTE:ZONE O IS DEFINED A6 II'-0"EACH WAY FROM 1)FOR b"SLAB PROVIDE 5 s 12"BOTT.E.W.(TYP)U.ON.ON JOINT REINF.s 16"O.G. PE.•33014 FS-2 EA.CORNER PLAN au 1.eT.morn,r�oraon naefl c:e.mes FtEvisioN 1 O 3 O 5 O 7 S O 4 198'-6" 29*_p 18'-2" 29._0.. 1 25._0.. 29._0.. 76._8.. 1,_p,.f B"X 24"CONC. NON-LOAD BEARING - COL.W/B'5 VERT.t 3 TIES HP o B"O.C.TYP. I 28-1 28-2 28-2 28-2 28-2 2B-1 e I o 1 4 la I A �I ® I A n �" sLAe �l m 4 1a" 3 SLOPED A.F.F. 41/2" N _ - LOW WALL LOW WALL AB SLAB B —4 t -- 215-1 u — 2B J'— �mr 2�-4 -5 m — u 25 — — — 2�-4uB-u 25 D o $ O D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I\ m RAM D UP TO THI FLOOR RA P UP rll I tr'+1 11 1/1" BLAB SLOP P UP A r� A 1 4 W 111" 4 111" FBI LA W sLAB i I B I I I 4-2" F+1 • 2t��F' 2B-4L 4 IB_5 S.W.13 m 2B 4 5-4 25-r, i ,.ii 1� 2 - fi - 1� - - _I- i - \ N m ''A' TOP OF S AB AT SECON r FLOOR 4 IR" 3 2B-B 2B-ia in A $gC ND FLOOR A O�— — T = — �I — — — — — — 2B 4 — .�— — — 2 -4 — j4j_ _ u u Fi,l C I m I I I I I I I SLOPED �7 'DW WALL 2 _ l=jLl_ulll I'll Ill lul O � r \ 28-6 / RAMP UP LOPE= N W 6 5.J5. \ / LA I I I 4 u 5-4 25u 5 I I I -4 m A 25 4 It u aAR SL — u 5 I I a— m 2 4 LA . d o Lu F � � Q w a 25-6 25-2 25-2 28-5 — — — — F ~W 215 28-2 28-5 ° L') 0= K B"X 16"CONC. "X 12"CONC. Q a 6 NON-LOAD BEARIN NON-LOAD BEARING = COL.W/4-6 VERT.t COL.W/4 5 VERT,t m 3 TIES a S"O.G.TY7. •3 TIES o S"O.C.TYP. d 3 L 29.-0.. 29._0.. 18'_2" 29_0.. ' 29-0^ 29._0,. 16'_8- 198'-6" J - SEAL 1 2 3 4 6 6 7 8 9 PLAN NOTES: 1)FLOOR SUPER IMPOSED LOADS: DL 15 PSF LL 50 PSF(FLOOR t PARKING) B) FOR 41/2"GONG.SLAB OVER PCJ PROVIDE `60 Psp(CORID NIE'.,) •4 12"EWL w MID DEPTH PRECAST JOIST FABRICATOR TO SECOND FLOOR FRAMING PLAN 80 PSF lGORIDOORS) DESIGN JOISTS FOR ADD DEAD =100 PSF(ELEV.LOBBY t STAIRS) 9) PCJ DENOTES PRECAST CONCRETE JOIST BY WEIGHT OF'10 O/FT OF NON-LOAD 21-- DENOTES DIRECTION OF SLAB MAIN rEINF. SPECIALTY ENGINEER BEARING WALLS A8 SHOWN ON PLAN SCALE: (OUTER MOST LAYER) 10) 41/2'CONC.SLAB TOP REINF SCHEDULE, A= •4 a 12 x4'-6" DATG 3)ALL STAIRS SHALL BE STEEL STAIRS W/CONC.PAN BY g, •4 s I2"x3'-0" OTHERS GONTRA.GTOR 10 PROVIDE SHOP DRAWINGS t C• -4 u 12 x8'-0" DESIGN CALCULATIONS SIGNED t SEALED BY A FLORIDA D. 2.4 x 4'-0"DIAGONAL '^ P£.FOR A/E REVIEW t APPROVAL 4) C— DENOTES SLAB TOP RFINF. 11)VERIFY LOCATIONS OF PLUMBING PRIOR TO PLACING PLJ. 51 ® DENOTES B"MASONRY NON-LOAD SEARING 12/FOR SHEAR WALL DETAILS SEE SHEET S-9 1 WALL REINFORCED W/•S GAILY.LADDER TYPE HORIZONTAL b-Im SHEET JOINT REINF.c 16"O.C. FOR VERY.REINF.SEE SCHEDULE Zvonimir T_ Belfrarin, . SHEET 8-2 131 FOR COL.t BEAM SCHEDULE SEE 941212T s-B FIE Co ItMe Structural Engln 6)PROVIDE VERT.REINF.0 ALL CORNERS,SIDES OF P£.•33014 �_� 14 DENOTES e"CMU LOAD SEARING WALL ee�•eiu a�.M. I FuodcA�D' OPENINGS t ALL INTERSECTIONS RE INF.W/5•16"OG.VERT.IN FULLY GROUTED ewe o lJ FOR 6"SLAB PROVIDE 5 s 12" BLOCK CELL 1 9 GALV.LADDER TYPE HORIZ. PLAN eeureaaN.Aa.rat EcOTT.EAU.(TYP)U.ON.ON JOINT REINIF.a 16"O.C. REVIBION 1 2 3 4 T T, • • l• 0.. 16._8.. 29.-0.. .��._0.. 18. 2. 4 29._0.. 29. 0. 29.-0�.. ._8. 1. O.. "X 24"GONG NON-LOAD BEARING COL.W/8 5 VERT.t °3 TIES m 12"O.C.t°3 HP o 8"O.G.TYP. 3B-I 38-2 38-2 38-2 38-2 38-2 38-2 38-1 - n A I I T 4 11.. • A I N GA NSLAB I i a l I I I 4 1/1" 4 1/2" SLAB,' SLAB 0 35-1 I 3B-4� r 3�-4� iB"5U — — u 3B — — — — 4u — i �, i — — B u — — I 3B D O D m I I I I I I I I I I I I I I I I I I s I I I I I I I I I I I I I m 4tH FLR STAIR LAYOUT W In 4 I2" RAMP UP TO FOU.TH FL00P. y R4 PUP N A SLAB SLOP=6.39% A j m I W SLAB SLAB I I I I I F' i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3H��= --�8 5 — S.W. 4— — — — 3B_5 � — C �T•) ch JA 7— - A in s TOP OF SIFL T OF SLAB A aT TxLen el.00e 4 la" -6 4 1rs„ s a+HIRO F1g1P. A LAT e e 2Y-G' - mI I'�i 7.+28'-0' SLAB —A G I I I I I I I I I- 3B4 = — — — L - - 3I -4 � — � L= —PB4—I— � — — I3B-5 �../ D — U G �U -6"u.. SLOPED U U U u u C OW WALL in W � aq I RAMP UP ® � m Itt1 LOPE=5 T6^ A A - SLAB sL B I a��I sLaB 35-4 — — —_ 5-4 L — — 315-5 — — 3B�m� 35-4 — —_ — 315 4 — 35 5 u G � s_o.. SLAB r d Q A m w d4 — — m m m F m ¢ w 5 38-6 35-2 35-2 38-5 3 -2 35-2 38-5 0 X z Lu w "X 16"CONG. "X i2"GONG Q <Q NON-LOAD BEAR( NON-LOAD BEARING m = COL.W/4 &VERT.'< COL.W/4 5 VERT.t °3 TIES o S"O.C.TYQ. 5 TIES a 8"O.C.TYP. a y 16._8.. 29'-0" 29'-0.. I 18'-2" �, 29'-0" I, 2B._O.. I 29 0" 16,_8.. SEAL 1 2 3 4 5 6 7 6 9 PLAN NOTES: U FLOOR SUPER IMPOSED LOADS, DL 15 PSF LL 50 PSF(FLOOR t PARING) .60 PSF(BALCONIES) 8) FOR 41/2" ID D SLAB OVER PCJ PROVIDE THIRD & FOURTH FLOOR FRAMING PLAN •80 PSF(CCq;IIDOORS) BE °4•12"E.W.a MID DEPTH THIRD JOIST FABRICATOR TO 100 PSF(ELEV.LOBBY 1 9TAIRSJ DESIGN JOISTS FOR ADD'L DEAD SCALE:1/8"--1'-0" S) PCJ DENOTES PRECAST CONCRETE JOIST BY WEIGHT OF 1o0°/Ft OF NON-LOAD NOIt1 H 2)-- DENOTES DIRECTION OF SLAB MAIN REINF. SPECIALTY ENGINEER BEARING WALLS AS SHOWN ON PLAN INTER MOST LAYER) 10) 4 112"CONC.SLAB TOP REINF SCHEDULE, 3)ALL STAIRS SHALL BE STEEL STAIRS W/CONC.PAN BY A• °4®li"x4'-6" OAT@ OTHERS CONTRACTOR TO PROVIDE SHOP DRAUUING6 1 B• •4•12"x3'-0" DESIGN CALCULATIONS SIGNED t SEALED BY A FLORIDA C• •4 0 12"xe'-0" PE.FOR A/E REVIEW 4 APPROVAL D• 2°4 x 4'-0"DIAGONAL ewarcr 4) C-- DENOTES SLAB TOP REINF. 11)VERIFY LOCATIONS OF PLUMBING PRIOR TO PLACING PGJ. 5) ® DENOTES 8"MASONRY NON-LOAD BEARING WALL REINFORCED W/9 GALV.LADDER TYPE HORIZONTAL 12)FOR SHEAR WALL DETAILS SEE SHEET S-9 4 JOINT RE1NF. O.G SHEET. FOR VERT.REINF.SEE SCHEDULE 6-10 SHEET 6-2 ZVOYIif111P T. Belfranfn, P.E. 13)FOR COL.t BEAM SCHEDULE BEE SHEET 8-8 C—itme Str wral Engines 6)PROVIDE VERT.REINF.o ALL CORJERS,SIDES OF ® pi•33014 �_� OPENINGS 1 ALL INTERSECTIONS 14 DENOTES 6"CMU LOAD 13EARNG WALL 44%Q4 t305)MdM�ROfEDA N^69 RE—W/ ,o I6"O'C VERT.N FULLY GROUTED 1)FOR 6"BLAB PROVIDE 5•12"BOTT.EIU,(TYP)U.Old ON BLOCK CELL t 9 GALV.LADDER TYPE HORIZ. PLAN JOINT REINF,c 16"O.C. REVISION Ol 2 3 O O 6 7 8 9 198'-fi" 29.-0" 29'-0" 1 B'-2' 29'-0" 29'-0.. 29._0.. 8"X 24"CONC. NON-LOAD HEARING COL.W/8 5 VERT.4 -3 TIES,12"O.C.4"3 HP,B"O.C.TYP. _ 5B-I _ 55-2 BIB-2 515-2 5B-2 5B-2 58-2 55-1 -- — �— — — — — — — — — —a1n — — — _ —1 I I I A a I I I I I tM SLAB 4Irz" 3 N 5LABl 4 Irz" Vj - - SLAB, 4 TT �_ T _ T \ — B\-q — \B-4 x D I I I I I I I I I I I I I I I I I I I I I I I I m W 4Irz" RAMP UP FPOM FOUR FLOOR LL7 _ -� SLAB SLOP=6.399. A j r A ut P, Irr•1•I 411" 1 41/1" I SLAB I I I SLAB I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I 11 5B5 — � - 584\ — \ — \ - 55.4— \ — \ — m \ - - - - -� — �— — � —� - - — — - - �— II a�0 — — B 5 — _ S.W.3 ---- - 5 B 4 — �-- A I� U A C m I ^ _ m A � I � � F�•I u, Ip roP oP slaR a Irz" @ 58-6 a SB-6 58-6 _ 4 Irz^ '^ TOP oe sure A ut o j AT PIPIll OOR SLAB SLAB fl A PIFTH PL00R p � L+<�-0 �1 ATOP OF SLW c 5TH Fll10R 40'-E` II=LL G T'ELs40-C"N.G.Y.D. C d - r l = \ — \ 5B \ \ = — \ - 4 \ — l� \ B-5 — - - �B-4 — .�m - - \ - - 5� 4 \ — \ B4- - \- - — 5B-6 � 1 D — _ t [� \ U \ \ \ \u \ Ow6 ALL.F. SLOPED U U T -F u \ \ 77_ 7 �0 \ U\ ^ 1 I 1 ,.-2.. I P, I 5 RAMR OF A W ON m s m A I LOPE=575 1 1 u SLAB s�e a lrz I I I I I I I I I I I I I I I I I I I I I I I I I I I BLAB I I I I I I I � I SB-5 5 -4 15-4 5 -5 m '~ 5B- 55-4 5B 4 51515 u u. u AL 5 4{R" .` \ BLAB �I A m Q a � \ J F U Lu 0 58-6 5B-2 5B-2 55-5 58-2 55-2 55-$ -1 0uZ � �1'-0" 16'-6• L 29'-0•• 29'-0" 16' L 29'-0' 9'-D 29'-0 16'-6 O �i 198'-6" 1 2 3 4 6 O6 7 8 9 PLAN NOTES: 1)FLOOR SUPER IMPOSED LOADS: DL•15 F'SF LL-50 P0F(FLOOR 4 PARKING) •60 PSF(BALCONIES) .4 FOR 4 Irz"LONG.BLAB OVER PCJ PROVIDE FIFTH FLOOR FRAMING PLAN =1 0 PSF(C LrV.LOBBY •4,11"ElU,MID DEPTH PRECAST JOIST FABRICATOR 70 100 F5F(ELEV.LOBBY 1 STAIRS) DESIGN JOISTS FOR r NCN LEAD ,mocumra 9) PIA DENOTES PRECAST CONCRETE JOIST BY WEIGHT OF WALLS T OF NON-LOAD SCALE:l/HR=11-011 7) � DENOTES DIRECTION OF SLAB MAIN RE NF, SPECIALTY ENGINEER BEARING WALLS AB H.I.L.6 ON PLAN NORTH (OUTER MOST LAYER) 10) 41/2'CONC,SLAB TOP REINF 9GHEDULE: 31 ALL STAIRS SHALL BE STEEL STAIRS W/CONC.PAN BY A• 14,IT'x4'-b" OTHERS CONTRACTOR TO PROVIDE SHOP DRAWINGS 4 B• "4,11"x3'-0" DATE DESIGN CALCULATIONS SIGNED 4 SEALED BY A FLORIDA G• •a x8'-0" • PE.FOR A/E REVIEW 4 APPROVAL D- 2.4 R 4'-0"DIAGONAL 4) C— DENOTES SLAB TOP REINF. II)VERIFY LOCATIONS OF PLUMBING PRIOR TO ma4aaoe PLACING PLJ. 5) ® DENOTES 8"MASONRY NON-LOAD BEARING WALL REINFORCED W/9 GALV.LADDER TYPE HORIZONTAL 12)FOR SWEAR WALL DETAILS BEE SWEET S-S 4 JOINT RE INF.,16" .0 O . FOR VERT.REINF.BEE SCHEDULE 6-10 SMEBT SHEET 8-2 Zvonimir T. Belfranin, FE. 13)FOR COL.4 BEAM SCHEDULE SEE BHEEi 6-8 Cone ILLS Structural Engln 6)PROVIDE VERT.REPF.s ALL CORNERS,SIDES OF ® PE.•33014 OF'ENING9 a ALL INTERSECTIONS R 14 DENOTES B"VERT.LOAD BEARING WALL e1u T<cr.rnam,napoAsees -� ' REINF.W/5,16"O.C.VERT.IN FULLY GROUTED am` � .�� 7)FOR 6"SLAB PROVIDE 5,12"BOTT.EAU,III U.ON.ON BLOCK CELL 4 5 GAL V.LADDER TYPE WORM p(: AVM.4pL,�,gy PLAN JOINT REINF.,16'O.C. 1 2 O3 4 5 O O O REVISION 198'-6" 29'-0- 2q'-O' 18._2.. 29'-0" 29'-0'�V 16.-P." • I 8"X 24"CONIC NON-LOAD BEARING COL.W/6•5 VERT.4 •3 TIES m12"O.'G.4.3 • HP m 8"O.C.T P. - 68-1 68-2 65-2 65-3 65-2 68-2 6 2 6B-I A Q�•I a„ m A In _ SLAB a 1 411/" 1 1 1 1 1 1 1 1 SL IS N-T T 6 u 61 u 7 6B u u — 6� u T — B-4 T 1� D/ m C 6L B o 61'48 SLAB a'A m o r I I I I IIL I I I I I I I I I I I �I I I I I I I I I I I I I I I I I I I I I 1 6 5 —6p_q 6B 4 68-15 m 5.W:3 6B'-q B 4B-5 I aD — — — — _ C _ — -- — � rt AI m I I z C 0 IA I _ In" 6g_6 Q 68-6 mm 68-6 41n LAB • I I C III �a III I 5EA 1 4 I I "' "' I 6.14 — 6 T — _ 6B 5 L L 6 4 4-- I � —6B 4� I j--- W 6th 4 TF � u u U u I ( u I O m e q ^ s AB 4LAB �� co E — 61—3 — — �6B a— _ — — 6�? 1L _ _ —63_ _ _ _ _6B 2 m�Ll m — —2 — B-3 ENV ttt + i 0O F — — — — — — — H ~ LL F _ q' Uc.� s� W co uz9 < I I m t � 1.-0.. 16'-8° 29'-0' 29._0�tE.-2. L 29.-0" 20'-0" I 29'-0.. 16.-0. .b. a 198'-6" 1 2 O4 6 7 8 191 SEAL FLAN NOTES 1)FLOOR SUPER IMPOSED LOAD$: OL 25 PSF LL 50 PS'(FLOOR 4 PARKING) 8) FOR 41/2'CONIC.SLAB OVER PW PROVIDE SIXTH TO EIGHTH FLOOR FRAMING PLAN •60 PBF(BALCONIES) •4 m 12"E.W.a MID DEPTH PRECAST JOIST FABRICATOR TO =1 0 P_' IC(ELEV.LOBE DESIGN JOISTS FOR ADD'L DEAD 100 P9F(ELEV.LOBBY<STAIRS) S) PCJ DENOTES PRECAST CONCRETE JO19t BY ON PLAN SPECIALTY ENGINEER WEIGHT OF 1004,7 OF NON-LOAD SCALE:1/8-il-O" '7 NORTH 2), DENOTES DIRECTION OF SLAB MAIN REINF. BEARING WALLS AS SHCIIN (OUTER MOST LAYER) 10) 4 IR"GONG.SLAB TOP REIN,SCHEDULE:A. 4 m @"x4'-6" 3)ALL STAIRS SHALL BE STEEL STAIRS W/CONC.PAN BY B• •4 m 12"x3'-0" G OTHERS CONTRACTOR TO PROVIDE SHOP DRAWIN $4 C• •4 m 12"x8'-0" IJOTE: n..e DESIGN CALCULATIONS SIGNED 4 SEALED BY A FLORIDA D. 2-4 x 4'-0"DIAGONAL TOP OF SLOB AT SIXTH FLOOR = EL. 154-6' OATS PE.FOR A/E REVIEW 4 APPROVAL TOP OF SLAB AT SEVENTH FLOOR = EL. +66'-10" III VERIFY LOCATIONS OF PLUMBING PRIOR TO TOP OF SLAB AT EIGHTH FLOOR EL. +79'-2" 4) �— DENOTES BLAB TOP REINF. PLACING PLJ. 5) ® DENOTES 8"MASONRY NON-LOAD BEARING 12)FOR SHEAR WALL DETAILS SEE SHEET S-6 4 ^�m•°0° WALL REINFORCED W/'3 GALV.LADDER TYPE HORIZONTAL $-10 JOINT REINF.m 16"O.C. FOR VERT.REINF.SEE SCHEDULE SHEET 6-2 13)FOR COL.4 BEAM SCHEDULE SEE SHEET$-8 ® SHEET PROVIDE VERT.REINF.m ALL CORNERS,SIDES OF 14 DENOTES e"C1'N LOAD BEARING WALL ZVOf1ifi 11' T- BED{Pc3;1111, P . OPENINGS 4 ALL INTERSECTIONS RE INF.W/5 e I6"O.G.VERT.IN FULLY GROUTED Co ulting Structure!Enyl- BLOCK CELL 4'3 GALV.LADDER TYPE HORIZ PE.'33014 S_Q T)FOR 6"SLAB PROVIDE 5 e 12"BOTT.EAU.(TYP)UI ON JOINT REINF.a 16"O.G. - Hasa ew Ta cr,mam,p�aaon ases V PLAN �e-mss BELAPANM•AOL�M REVISION 1 2 3 4 6 6 7 $ 9 98'-6" 1'-0" 16 8" 29'-0" 29'-0" 18'-2° T 29'-0" 29'-0" 29._0" 16 8" 1.-8 I I I I I I I I I RB"i RB-2 RB-2 RB-3 RIB-2 RIB-2 Rg_2 RB-I I 7\ XI Q� a 1/2 i 1 I •4 a 17' w SLAB SLAB m r '40I„ W BE V1 R,15-1 — -4° — 5u _4u -u tIII u- L J \ TOP OP STAB TB STAIR ROOF FRAMING PLAN 6 W SLAB SL I TOP OF SIA @ F.00F 4 IR" I TB w A W Pr EL+91'-6 C.C.U. I I I J A 41/7" SLAB bLA6 I I I I I RB 5 — — — —R.5- — — — — 4 — — 1�5 R� ¢ B 4 �► O C+ C R5-5 7 TOP OF SWB F 00 ab z I I I I I I I z o TB Fr c A s ELEv,MACHINE ROOM ROOF FRAMING PLAN ' SLAB U s G D bLA� D I I I I I I I I I I � a j D \ a _ I w �� —I �BJ � 1 — �-5 — I I � I �- —I— —�, 4 —� 4 TF T T. F w � o A 41R" 41R" I A � z I I SLAB I c SLAB I I SLAB I m 8"CCNC. PA1�jABPET WALL r/j - - -I-2 i o i� I I I I I I I a o go J x co a g a y 1'-0" 161_811 29._0• L 29'-0' 16-2" L 29•_0" L 29'-0" 291'_0.. 1 2 3 b B 7 PLAN NOTES: 4 8 g °E44L 1)FLOOR SUPER IMPOSED LOADS: DL•25 PSF LL•30 PSF S) FOR 4 iR"GONG.SLAB OVER PCJ PROVIDE•4• pREGABT JOIST FABRICAtOR 70 ROOF FRAMING PLAN 12"E.W.a MID DEPTH DESIGN JOISTS FOR ADD'L DEAD 21 -� DENOTES DIRECTION OF SLAB MAIN REINF. SCALE:L/$e=1'-O^ (OUTER HOST LAYER) 9) PCJ DENOTE6 PRECAST CONCRETE JOIST BY WEIGHT OF l00•iFT OF NON-LOAD SPECIALTY ENGINEER BE WALLS AS SHOWN ON PLAN NORTH 3)ALL STAIRS SHALL BE STEEL STAIRS W/CONC.PAN BY OTHERS CONTRACTOR TO PROVIDE SHOP DRAWINGS 4 10) 4 1/7"CONC.SLAB TOP REINF SCHEDULE: DESIGN CALCULATIONS SIGNED 4 SEALED BY A FLORIDA A. •4•12"x4'-6" PE.FOR A/E REVIEW 4 APPROVAL B. •4 a 12"x3'-0" C. •4 a 12 x0'_0„ 4) 0 DENOTES SLAB TOP REINF. D• 2.4 x 4'-0"DIAGONAL Op-M 5) O DENOTES 2'-0"HIGH S"MASONRY PARAPET IU VERIFY LOCATIONS Cr-PLUMBING PRIOR TO WALL REINFORCED W/5 e 24"O.C.VERT,4 5 GALV. PLACING P.rJ4 r LADDER TYPE HORIZONTAL JOINT REINF.w I6"O.C. 4 0"X 0"CONC.CAP W/2"5 CONT. 12)DROP TB OVER OPENINGS AS PER DETAIL SHEET 5-12 6)PROVIDE VERY.REINF,o ALL CORNERS,SIDES OF OPENINGS 4 ALL INTERSECTIONS 0)FOR SHEAR WALL DETAILS SEE SHEET S-S 4 5-10 T)FOR 6"SLAB PROVIDE 9 e 12" E.W.OTT.E .(TYP)UGN.ON 14J FOR CAL.4 BEAM SCHEDULE SEE SHEET 8-0 Zvonimlr T. Belfranin, FE, 9~�� _ PLAN Coneulting Structwel Engineer IB)® DENOTES S"CM LOAD BEARING WALL PE.•33014 S- REINF.W/15 0 16"CC.VERY.N FULLY G 7 ROUTED 40% T4 R,MMII,FLOpD�� I BLOCK CELL 4 5 GALV.LADDER TYPE HORIZ JOINT "0516`'s-01S' REINF.a I6"O.C. aFlrxwWno�cort REVISION • CONCRETE BEAM SCHEDULE _ MARK TOP SIZE CONREINFORCING EP 71ES OR STIRRUPS W«H C E NO. TYPE 9 ACINO REMPAK9 �I) C O L U N S C H E D U L E SEE r IB-I LAN 24"Y.28" 5•6 5•6 15 �� m 10" Q Lu 0 \ A 2 IB•2 24"Y.28" 5•6 5"6 5 5 [j' •10" • d 3 B-4 E-8 B-3 G-1 IB-3 24"%28" 5•6 5•6 5 «g m l©" ON COLUMN A-S B-5 F-2 C-3 �_3 IB-4 g"Y.2e" 7•6 7 LAYERS 1 5 •3 m 6" (�� COLUMN A-6 B-6 F-s G-1 6-4 IB-5 24"X 2a" 5•6 5•6 2'P 5 •3 L) m ©" 4-1 B-a E-3 2nd LAYS U= A-a c-2 F"6 E-1 6-5 IB-6 24"r 28" 5"6 5•6 W o C-I G-4 F-8 F-3 -6 Q[z \ c-9 c-8 P-1 Q 2"6 2•6 •3 m 6 °ORDINATE W/ELEV. q Lu Lu li l IB 1 8 Y. DOOR HEIGHT FLOOR E-I -a O= TO E_B �'� G_g B-a e"x 2a' 2 v 5 3 m�" U m FLOOR \ E-5 B-9 8"Y.28 2 2 6 5 "3 d \ ° IB-10 24"Y 228" el"6 5"6 1 5 "3 n m 10" P.T.FLOOR SLAB O ROOF 2B-I LAN 24"X 28" IS•6 5•6 15 "3 24 Y.2S 5"6 5•6 1"- .3 8 Vl w ELEV,+91'_6" 2B-4 24'f Y.28 5'6 5•6 �n 2`� 5 3 �, 8TH FLOOR 24" 3 TIES 4'16 23 0 `2 d LATE 3 IO" / - Y,24" 24"Y.24" a"a 12"a 12•a ELEV.+19'-2" TIES 16" •3 TIES�16" 20-5 74 Y 8 5 6 5 6 15 •3 [1' m 10" 'D 2B-6 8"Y 25" 2"�° 2"�° 5 "3 []' m l0" 3"d PvC PIPE I"COMPRESSIBLE MATERIAL MAINTAIN CLEARANCE BETWEEN ` O lTH FLOOR $"Y 28" 2"•I 2 r 1'S [T m 9" GONG.SLAB d BLOCK WALL •1 O O 0-1 ELEV.+66'-10" Q «� COORDINATE W/ELEV, C. 28-8 8"X Q 2 V 2"6 m 6" Q DOOR HEIGHT 3B-I SEE 24"X 28" 5•6 5•6 L) I l u 6TU FLOOR 24"X 24" 24"-Y.24" 24"X 24" PLAN 5 3 m 10" w a"8 12"8 12"a 3B-2 24"X 25" 5"6 5"F. 15 "3 ®10" ELEv..54'-6" ,TIES m 16" "3 TIES 9 16" "3 TIES m 16" + as o 3B-5 24 5"6 4•7 5 "3 J Y,28" TIES o IS" 3 TIES IS" _ 3B-° 24 Y 78" 5"6 5.6 2nd�_aYE �' •3 L2 o sTVa FLOOR 24"Y 24" 24"r.24" 2"'X 24" LAP/SPLICE SCHEDULE BB-4 2 2e 5 5•6 ELEV. 40'-6" 5 «3 12 to F+�I TIES®18" B"MASONRY NON-BEARING WALL /'1 COLUMN 38-6 8 /.78" 2 2"G 5 3 3RD FLOOR 3 TIES 18" "3"T EB o 16" BAR SIZE LAP SB-I PLAN 24'Y,�B 5•6 5"6 5 «3 m 0 0 COORDINATE W/ELEV. BLOCK VERT.L INF.C FULLY O0 ELEV 31-0 12 TI a 8 5 ❑ °6" DOOR uEIGHr O 24 /24" 24 Y,24" 24 Y,24' 10�� GROUTED CELL A5 SCHED'L. ELEV.+21'-6" 4 1-q" 5B-2 24"X 28" 5•6 5•6 15 3 4NgY 24 12 TI 12"I© # x "3 TIES a 18' "3 TIES o 18" •3 TIES s 20" 5B-3 24"Y,28" 5•6 4"1 15 •3 ' "3 TIES o 18" 12 TIES 2m" 12 TIES 20" ^3 TIES a 16" #5 i '- 2 5•6 F,•6 2nd•LATE 15 «3 _ND FLOOR 5B-4 4"Y.28 m 1p' 24"G 24" 24"Y 24" -4"X 24" � ELEV..12'-0" 8"10 12"le 12"Im 8"8 A6 6•6 5•6 15 "3 o IO" m 2'-0" 50-5 74"Y 28" N v -DOWEL SAME SIZE O ° � 5B-6 e"X 2e" 2"6 2"6 15 5 d' m 10" p V AS VERT.REINF. Q ok CsROUND FLOOR 24"X 24" 24"X 24" #7 2_4. 515-1 a"X 28" 2 n 2"T 5 5 0' m 9 Q N ELEV..D'-O" 12"11 8 5. 8 5g-8 8"Y 0 2"6 2 Yo m 6' "4 TIES o?2" "3 TIES o la" # 2'-6' «3 O' 0 DOOR i 4TETW/RL EV. Q 3'a PVC PIPE IF�•• E£ PT.ELOCR SLAB 6B-1 24"X 28" 5"6 5"6 1 5 5 m 10" PLAN BASEMENT 24"Y.24" 24"Y.24" 24"X 24" 24"X 24" #9 3-4 6B-2 24"X 28" 5"6 5•6 "3 �' m Iq ELEV,-10'-0" a"10 12"10 12•II 8"3 � m 10" / •3 TIES o 18" •3 TIES o 20" •4 TIES o 22" °3 TIES o la" '10 3'-4" 6B-3 24"Y 2e" 5•6 S•6 «g 6B-4 24''X 28" 5•6 5 r6 2,6 LAYER 15 •Il 3'-B" 6B-5 24"X 28" 5"6 5•6 1 r� «3 D NrOUlELS 8•10 12•10 12"11 8•9 6B_6 8"X Q 2•6 2"6 d' °6" 0 DOOR HEIGHT �r•y r Re-1- EE 24"x 2v 5"6 5•� 5 3 El m Io" 8 II MASONRY NON—BEARING F•y RB-2 24"X 26" 5•6 5•6 15 .3 cl m IO" WALL CONNECTION DETAIL Q R5-3 24"Y,28" 5"6 4'1 1 5 •3 [j' B2 O� xr 2 O�y RE-4 24"Y.28" 5•6 5•r- 2`i I'S •3 �' m 10" SCALE 3a' 1' Qn 2nd LAYE [2] R5-5 24"Y 28" 5•6 5•6 5 z d' •6" DOGE HEIGHT w • \ • • T B F L A N 8"%12" 2"5 2•5 TOP�50Ti CORNER 8AR5 2507. O \ TB-I SEE 8"Y22" 2•5 2•5 m 1L„ 510PeEOTT.CORNER 8"GMU NON-LOAD PLAN "3 d' BARS 2'-6"KZ'-6° //-aEARIN'G WALL 0 5 NOTES: I)FOR ALL TB'S ABOVE OPENING PROVIDE STIRRUPS m 4"OC, 4 1/2"CONC.SLAB rl • 2)PLACE 2ND LATER OF BEAM TOP REINF.NEXT TG BEAM ON EACH SIDE o TOP OF SLAB 4-OVE PCJ L` 8 BARS 12 BARS COLUMN &CHEDULE 4 DETAILS `°"`SEA"° GRO ND M t�• d o W q �S'X 2d" COVER Q U CONO,COLS. V 1_6 � w A TOP BAR , �p -2 My B TTP SCHEDULED BASEMENT WALL (n U 2 K •1 --•?"HORIZ.EF. Q Q Q 75 CD GLR. - I!1'PREMOLDED p' COVER EXP JT.MATERIAL a 6"CONC.SLAB / \ / /'ON GRADE R3 STIRRUPS AS • —. Y \ SCHEDULED `1•6 EF,/ \%\<:`; 5 MIL VAPOR SEAL 5AR5 - (TYP) BARS A5 i /� BARRIER \ 5CHEDULED Y>a 10"vERi-/' CLASS"B"LAP �2•5 E.F. SPLICE (TYP) \\ 3"a PVC I"COMPREbSIVE PIPE X 2"W/ MATERIAL GAP(TYP) T.O.GB 11"11 24" CONC.COLS. j zl OATE %DOWELS - "•n�ooe TYP. 4RGN BEAM B NON-BEARING LONG- COL. DETA CONC.GRADE BEAM IL •\ SCALE: I/2"=1'-O" ` 90'STD.HO SHEET TYP. SECTION e BASEMENT WALL Zvonimir T. BelPranin, P.E. conauuing so-ucwral Englnee: QQ SCALE:3/4" I'-O" ma•a TPuEc« lll J F cRio<z3lsz 4 S-Q : �LFZRauw•Aal..ccn gEYI®IOIV d COW5R G3 BARS IbO�P' BARS m b' B" BARS C" O' W'64 2 A y� :: ., � 'EARS 2 ' BARS e"B4R6 '4" 0 O _ ` p RS B BARS C _ —,—r BARS Q a 14 END BARS �'�E��BARS m I2"O.C.TTR. e m �7 'E"BARS •4 END BA 5 CIO m1Y"OC.T F. O 7T� D 6485 e� W J F+�•I w 00 O zin = � a m �i"E"BARS Q U _ W U "D"BARS r T"D"6485 � I�I O V z S.W.-3 REIN=. DETAIL I=RON FILECAP TO 2ND FLR. ^ scALE.1rz".r-o" ti m E'BARS i(3 ^E^BAR6 - & FLR TO FLR.W. A"BAR�1BSe 526 'Cl. ARS "D"B'Re e 0 7 FOUND,TO 2ND 1:"IC 12 in •6 a 10"E.F. 5 m 70"E.F. s - -r`T c 2ND TO 4TH 12 n 12•8 5 e 10"EF. •5 m I?"E.F. BARS "B"BAR„ 'D"BARS "C'BARS (2)SE15 W 4TH TO(,TH 12"5 I.,•'1 5 m 12"E.F. 'S m ?"E.F. \ O TIES O,C LL . � •— •—• � TTF. 6TH TO ROOF 12"1 12•6 5 m 7;"E.F. •4 m 12"E.F. NOTE: -FOR ALL VERT.REINF,UP TO 3RD FLOOR PROVIDE • Q �1•-10" g'-O" IO::�e i` CLI+SS"B"TEN51ON LAP SPLICE a SW1 -FOR c C COMPRESSIVE sTRE GTH m 2a GAYS S.W.-2 RE INF. DETAIL REFER 70 COL.SCHEDULE BA W a o SCALE= e S.W-2 REINF-. DETAIL � SCALE: O ,604 LT-O'ES I 0 4 W =W gv : ° E.F. 5 m 10"EF. GI-IEDUL7 U)o 2 2! FOND TO TOR2ND AI $ARS B"BARS c'GI-4EDULE m•6 6„� I BARS D^BARS E•BARS S.W--1 8 S.W.-2 REINF.6 G^"O 6 m IO'I FLR TO FLR "A"BARS I'B'I BAR6 CI'GARS "D"BAR6 "E"54R6 co ¢a �l FOUND.TO 2ND 10 5 8 5 10•B "6 m 10"EF. "5 m 10"E F. 2ND TO 4TH 10•8 B•8 EF. 5 m 12"EF. m 4TH i0 6TH 10"8 B"8 10"8 5 m 12"EF. 5 9'12"EF. 2ND TO 4TH 10^8 &-a 10"2 •S m 10"EF. 9 m I.^"EF. a 6TH TO ROOF 10-1 8'1 I 0'I 12"E.F. "4 12"E.F. 4TH TO 6TH IO"S B•8 10-a "5 m 12"EP. 5 m ?"EF. 6TH TO ROOF 10"1 S"T 10°i •5®I?"E.F. •4®12"FR NOTE: -FOR ALL VERT,REINP.UP TO 3RD FLOOR PROVIDE NOTE: OLA95"B"TEN61ON LAP SPLICE -FOR ALL VERT,REINF.UP TO 3RD FLOOR PROVIDE ®EAL -FOR CONC.COMPRESSIVE STRENGTH F'c s 20 C L1'5 CLA55"B"TENSION LAP SPLICE REFER TO COL.SCHEDULE FOR CONIC.CCMPRE5511E STRENGTH f'c 25 D4Y5 REFER TO COL.SCHEDULE GATE xuiarr Zvonimir T. EelPranin, P.E. SHEET Consulting Structural Enel- PE.•33CT4 -� •+esb a acaio.,s3�ss PREVISION cew A O w H EA RS "O"n dRS B EARa 1115 5v 4 Ro C..6AR5 E2.'61R S "1"114 RS W .� •� D..BAPS PIZ C0 m ch W 06 z 1'_2 1 101, 71' 10" I'.2 0" " I'.2" IO" 21'-0" 10. a BAPS "D"BARS\ F•`y D"EARS r, Pk W U m I� \ u pk 4 END BARS \ •4 E 40 54R5 12"CC,TYP.n + 4 16" 16 m 1T O.C.TYP.�I 16" pl - m � m z U U � ul BAR5 •4 END B4RS s 12"nOC.TYF. I6. 1E, I I � S.W.-3 REINF. DETAIL FROM 6TH FLR. TO ROOF 5.W_-3 REINF_ DETAIL FROM 2ND FLR. TO 6TH FLR. ¢ m 5C4LE:I12"=1'-O" SCALE.I/2"•I'-O" d O S.W.-3 REINF.SCHEDULE S.W.-3 REINF.SC i pULE w o 0 Q c~i 9 m r FOND TO 2"C; ?2 6o RS B'B�4R5 •6 mBlO"EF. 5 aB10'E.F. r RS � 51 ro O m FLR TO FLR "A"B4R3 "B"EARS "C"BARS "D"BA 2Np TO 4TH P_'S` 12•8 "5 m 10"EF. •S m 12"EF. 2ND TO 47TH 12 12'c 5 10 EF "9 120"EF �V Z IN •�� 12"T •5 12"EF. 5 m 12"12 n ml F � 1)SETS"4 471 TO 6TH 12"S 12 r •S a 12"EF. m 12"EF. < Q °o TIES m 12"O.G. l21 S.I"4 4TH TO 6TH 12° EF. Q Q 11E5 m 12" � TYP. 6TH i0 ROOF 12•T 12•6 •5 0 12"E.F. •4 m 12"E.E. � 11"P. 6TH TO ROOF 12'"1 12 16 "5 0 12"EF. "4 m 12"EF. k— NOTE: NOTE: n y -FOR ALL VERT.REINF.OF TO 3RD FLOOR PROVIDE -FOR ALL VERT,REINF.UP TO 3RD FLOOR PROVIDE GFOR ON TENSION LAP SPLICE CLASS"B"TENSION LAP SPLICE -FOR CONC.COMF'RE551VE STRENGTH('G m J8 DATS .FOR GONG.GOMPRE951vE STRENGTH f'c m'.8 DAIS 4 BA REFER TO COL.SCHEDULE O ="E4R5 2 ORS A EA L' ORS REFER i0 COL.SCHEDULE 'A y.0" SEAL ®ATE nwamr Zvonimir T. Selfranin, F.E. BFAEET C--lu'g structural Enel—r yy ae>a s. PE.•3LOT4 aa3iss �—lo ee�www.A REVISION OF PILE CAP 4 62, 0 :x F FACE OF PC 4 .ALL- 4-1 I TOP 4 OF PILE CAP m OF PILE CAP- 31,:LR T -—...TT t 5t 4-- 4-- 81U.-3 FILE CAP (30 f=C:) DETAIL &CAL 1/4"•1'-0" ti THICKNESS z 62" S.W.-1 4 2 FILE CAP (2ro PG) DETAIL DENOTES TENSION PILES SCALE:1/4"-1'-0' 0 THICKNESS = 52" DENOTES TENSION PILES 16110 AUGERGA6T FILE (TYP) SEE NOTE 1/5-1 a a (6 w t--< L) O :E BEAL T 4 PILE CAP 3 PILE CAP 2 PILE CAP SCALE:1/2".1�-&' DEPTH - 4r. SCALE:1/2"-V-0" SCALE!1/2"-F-O' MATE DEPTH 46"- DEPTH = 46" RE[Nr:4 j 15OTT.L.W. F?EINF: 10 BOTT.E.W. REINr; 5 0 9 - 3 WAYS BOTTOM LOOKED 5OTT.S.W. Zvonimir T- Belfranin, FE- SHERT C--itrng St—twal EngT- PE..33014 S-11 � 6"VVN(:.BLaB bc�FL 4N FO,R REINF. - TOP OF CONC.ROOF DECK REVIBION TB d A O a w 6"CONC.5148 W/ f•4 0 10"Pgii.ElU y1 TE- I� 1� O Ir' � PIP 6•COWG.5LAB f REINS ^ TOP OF GROUND Pk SL—^ [7] EL -+O'-O" ^ 00 O 00 8"GONG.BE4M ABOVE ELEV. r— DOOR OPENING W/2•e TOP 1 w BOTT_1-3 5TIRRIIP5 a b"OC dl ko SHEAR W4LL I SHEET 5.5 1 N `M••, . a - U V'F! MOLDED e"CP ON 4E r r, rEXP.JT. R F'•'Y F�zJ^ I GRGC M ON'e SEE r FL4d FOR REINF FII�1 11 MIL V4FOR �..� CV 84eRIER • 6'GG1JG.5L40 111"PREMOLDED ON GRADE`E/.F.Ji. FLAN FOR R'INF TCP OF 545EMENT SLOG EV EL. - ID'-O" r \_8 MIL VAPOR —J BARRIER 3 Q C o $a d < _ O O 6"CONG,ELEV PIT WALL REINF.W/ m� GF,055 ELF 1( � 0� `l SEC710I A _ (n •- Wr� v cl C e 12"VERY.1'4®li"HORIZ. u Q W < CENTERED IN UALL =W FOR SUMP PUMP FIT 5 V Z Q SIZE 1 LOC4TION REFER Q <Q S TO FLLAIBING DUG5. � a i \ 13EAL 5EE SHEET 511' FOR 30 PC 2•a'Z'BAR5�r EACH SIDE OF PIT FATE 1 ITA xn�xn PILE EMEF_D, now (i F/ BFiEEY Zvonimtr T. BelFranin, P.E. Cn�s�l!inq Sirucwral Enqlneer P.E.•33014 Oa�oe miss S-12 rL - 4'O 3'-O' 4'-e' 4'-/v' a,_O 2,-O,� F BELFReNVI•eOL.cP`I CONT.TOP BA "C"BARS STD. 90 DEG.HOOK GENERAL STRUCTURAL NOTES H.NOA/51-ECIALTY ENGINEER 033(L-1)OR A REFERENCES I.ALL PRE-ENGNEERED,PREMANNUPACTURED ITEMS REQUIRE MIAMI-DADE NOTICE OF APPROVAL(NOA). CERTAIN REVISION CANTILEVER"L" 033 lL-U 039 CL-2) I.FLORIDA BUILDING CODE 20M ED. ENGINEERED ITEMS REQUIRE ANALYSIS,DESIGNS,DRAWING5 t DETAILS TO BE PROVIDED BY THE BARS TOP + 025CL-2) Z A5CE 1-98 CONTRACTORB/MANUFACTURER'5 SPECIALTY ENGINEER'S)FZEGI5TERED TO PRACTICE N THE STATE OF FLORIDA • BARS WHICHEVER THE SPECIALTY ENGINEER'S SERVICE MAY AL50 BE REQUIRED WHEN REQUESTED BY THE ENGINEER OF RECORD TD.Grp IS £ BARS- B.GENERAL (EOR) THESE ITEMS INCLUDE,BUT NOT LIMITED TO: • GREATER C FOR ITEMS THAT REQUIRE ANALYSIS,DESIGNS,DRAWINGS 1 DETAILS BY THE SPECIALTY ENGINEER THE I.THE CONTRACTOR SHALL FIELD CHECK ALL S DMEN51ONS A5t ON THE STRUCTURAL DRAWINGS AND VERIFY SAME ON THE CONTRACTOR SHALL PROVIDE ALL SUCH SERVICES SUCH HIS SPECIALTY AND DRAWINGS AT A ADDITIONAL COST TO ARCHITECTURAL SET. ARCHITECTURAL DETAILS SUCH A9z BLAB DEPRESSIONS,WATERPROOFING,CURBS,MECHANICAL THE OWNER OR TO THE ARCHITECT/ENGINEER ALL SUCH CALGILATION9 AND DRAWNG-S SHALL BE DULY SIGNED OPENINGS,FASCIA FRAMING AND BRACING SHALL BE INSTALLED A6 SHOWN ON THE ARCHITECTURAL SET. AND SEALED BY THE CONTRACTOR'S SPECIALTY ENGNEER(5). • 2.THE CONTRACTOR SHALL BE R£61`01,1515LE FOR SHORING AND BRACING TO ENSUSE SAFE WORKING CONDITIONS AT I.SHOP DRAWINGS +I +I ALL TIMES. ALL CONSTRICTION SHALL CONFORM TO THE FLORIDA BUILDING CODE. '^u PRIOR TO FABRICATION,SUBMIT TO THE STRUCTURAL ENGINEER FOR REVIEW,FOUR SETS OF SHOP DRAWINGS FOR L C-CONCRETE ALL REINFORCING 1 STRUCTURAL STEEL(CERTIFIED MILL TESTS ARE ALSO REQUIRED PRIOR TO ERECTION).FOR COMPONENTS OUTLINED IN NOTES'J',SUBMIT FOUR SETS OF SHOP DRAWINGS/DESIGN CALCULATIONS SIGNED/ ° BOT.BARS CONT. T'BARS I.SHALL BE A MIX DESIGNED N ACCORDANCE WITH A.G.I.301(1999 EDITION)TO ACHIEVE A 28-DAY COMPRESSIVE SEALED BY FABRICATORS SPECIALTY ENGINEER REGISTERED TO PRACTICE N THE STATE OF FLORIDA EACH FACE STRENGTH OF 3000 PAL FOR FOUNDATION t GROUND FLOOR SLAB,4000 PSI FOR CONC.BEAMS t SLABS,FOR COLS. 1 SHEAR WALL$PER COL.SCHEDULE AND A MAXIMUM WATER-CEMENT RATIO OF 050 BY WEIGHT AND A SLUMP OF 4". J.BRACING 12 BAR 12 BAR 2.ALL CONCRETE SHALL CONTAIN AN ENGNEER-APFROVED ASTM C-494 TYPE'D'ADMIXTURE(WATER REDUCING GRADE BEAM,SEE SCHEDULE 12 BAR DIA 12 BAR DIA. RETARDER),AIR ENTRAINED AGENT SHALL CONFORM TO ASTM C-260,ACCEPTABLE AIR ENTRAINING ADMIXTURE: I.THE FRAME SHALL BE BUILT TRUE AND PLUMB MID TEMPORARY BRACING SHALL BE INTRODUCED WHEREEVER A FOR SIZE/REINFORCEMENT DAREX"AEA"BY W.R GRACE t CO,OR APPROVED EQUAL. NECESSARY TO TAKE CAPE OF ALL LOADS TO WHICH THE STRUCTURE MAY BE 5WECTED. INCLUDING EQUIFMENT M 14" AUGER CAST CONIC.PILE DIA. DIA. 3.CONCRETE ON EXPOSED BALCONIES,SLAB5,BEMIS AND STAIRS SHALL HAVE THE TOP SURFACE COATED WITH AND OPERATION OF SAME. SUCH BRACING SHALL BE THE REFSONSIBILITY OF THE GENERAL CONTRACTOR AND O: CANTILEVER"L.. L-I L-2 EXTEND "ALKYL-ALKYOXY SILANE SEALER"OR ENGINEER-APPROVED EQUAL N ACCORDANCE WITH MANUFACTURERS SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY. GRADE PILE A MI INTO RECOMMENDATIONS. WATER/CEMENT RATIO IN EXPOSED BALCONIES SHALL BE 0.40 BY WEIGHT. THI5 CONCRETE 2.PRECAST STRUCTURES MUST HAVE ERECTION BRACING TO SUSTAIN WIND VELOCITY OF 15 M.PA AND CONTRACTOR Q GRADE BEAM A MIN.OF SHALL HAVE A STRENGTH OF 5000 P.6.1. SHALL PROVIDE BRACING SHOP DRAWINGS SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN THE ail 6 TYP. BEAM STEEL PLACEMENT DIAGRAM 4.TRANSPORTATION,PLACING AND CURING OF CONCRETE SHALL COMPLY WI7H AL.I.318 BUILDING CODE(LATEST STATE OF FLORIDA EDITION). PILE N.T.S. 5.ALL CONCRETE STRUCTURAL COMPONENTS SHALL HAVE CONCRETE STRENGTH TESTED IN ACCORDANCE WITH A.5111. K WOOD STANDARDS,FBC.2001,AND A.C.I.318(LATEST EDITION) TEST CYLINDERS MUST BE TAKEN EVERY 50 CUBIC YARDS TYP. GRADE BEAM O PILE CONN. NOTES: ON CONCRETE PRIOIR TO PLACEMENT, TESTING LAB SHALL PROVIDE COPIES OF CONCRETE TEST RESULTS TO L WOOD MEMBERS IN CONVENTIONAL FRAMING SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 1200 PS.I.t ENGINEER OFFICE FOR REVIEW. MINIMUM ALLOWABLE SHEAR STRESS OF 10 PSI.AND MODULUS OF ELASTICITY OF IJ00000 I.S.I.AT 199 M018NRE I. WHERE NECESSARY CONT.TOP BARS SHALL b.CONCRETE MIX DESIGN SHALLBE SUBMITTED TO ENGINEERS OFFICE FOR REVIEW. CONTENT IN ACCORDANCE WITH A.17.C.STANDARDS. N.TS. BE LAPPED 24 BAR PIA.IN MIDDLE 1/3 OF SPAN- 1.CONTRACTOR SHALL CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF 2.TRUSSES TO BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA FOR LOADS •�+, 2. • WHICHEVER 19 GREATER ALL EMBEDDED ITEMS,SUCH AS PIPE SLEEVES,ANCHOR BOLTS,ETC. PRIOR TO PLACING CONCRETE. PER APPLICABLE BUILDING CODE AND/OR AS 6HOWN ON DRAWINGS. FE7^ 8.UNLESS OTHERWISE NOTED ON PLANS,MINIMUM CONCRETE COVER TO REINFORCING 67EEL SHALL BE MAINTAINED IN 3.WOOD MEMBERS IN CONVENTIONAL FRAMING SHALL BE SOUTHERN YELLOW PINE 4 WITH A 199 MOISTURE CONTENT. 3. BEAMS m THE PERIMETER OF THE SUPPORT SHALL HAVE AT LEAST 1/6 OF THE TENSION REINF.REQUIRED ACCORDANCE WITH CHAPTER 1,SECTIONS l.l.1,1.11/1.13 OF ACI 318-1995 EDITION. SPECIFIC CONCRETE COVERS ARE FOR NEGATIVE MOMENT AT THE SUPPORT AND 1/4 OF THE POSITIVE MOMENT R£INF.REQUIRED AT MID-SPAN MADE GIVEN IN THE FOLLOWING: L SHORING (O/] CONTINUOUS AROUND THE PERIMETER AND TIED WITH CLOSED STIRRUPS. GRADE BEMIS: WTT..3"CLEAR a� TOP •2"CLEAR TO TIES I.FORMS AND SHORING FOR CONCRETE SLABS AND BEAMS SHALL BE DESIGNED TO WITHSTAND THE DEAD LOAD OF W t� SIDE•2"CLEAR TO TIES CONCRETE AND THE ANTICIPATED CONSTRICTION LOADS. ty SLAB ON GRADE: BOTT.•2"CLEAR WEN POURED ON 6"MIL VAPOR BARRIER 2.WHEN CASTING A SLAB,THERE SHALL BE SHORING BELOW IT CONTINUOUS TO THE GROUND. 1•Ir•1 LAP/SPLICE SCHEDULE TOP •I In"CLEAR 3.IN NO CASE SHALL SLAB AND BOTTOM BEAM FORMS BE STRIPPED EARLIER THAN 21 DAYS AFTER PLACEMENT PTO CONC. LINTEL SCHEDULE IST AND 2ND BOTT..3/4"CLEAR AND UNTIL THE COMPRESSIVE STRENGTH OF 3100 PS.I.(FOR 4000 PS.0 AND 4000 PS.I.(FOR 5,000 PS.0 HAS r FLOOR SLAB: TOP .3/4"CLEAR BEEN ATTAINED. F14 BAR SIZE LAP (INTERIOR PROTECTED) 4.THE SYSTEM OF SHORING SHALL BE INSPECTED AND APPROVED BY THE CONTRACTOR'S SPECIALTY ENGINEER W REINFORCING (EXTERIOR, BOTT..P CLEAR PRIOR TO INSPECTION OF BY THE THRESHOLD/SPECIAL INSPECTOR #4 CLEAR SPAN'L' UNPROTECTED) TOP =I In'CLEAR 5.DESIGN AND CONSTRUCTION OF FORMWORK AND SHORING 5HALL COMPLY WITH THE AL.I.318 BUILDING CODE Y M-D• 8"WALL COLUMNS/BEAMS: AS SHOWN ON DETAILS (LATEST EDITION)AND BE ENTIRELY THE REPWNSIBILITY OF THE GENERAL CONTRACTOR 9.CONC.DESIGN MIX SHALL BE REVIEWED t APPROVED BY ENGINEER OF RECORD PRIOR PLACING ANY DESIGN MIX 6.SHORING DRAWINGS SHALL BE PROVIDED BY GENERAL CONTRACTOR AND SHALL BE DESIGNED,SIGNED AND #5 T-11" UP TO 4'-0" 2.3 SEALED BY THE CONTRACTOR'S SPECIALTY ENGINEER REGISTERED TO PRACTICE N THE STATE OF FLORIDA Qt 40 #S TERMINATE VENT. TO 5'-0" 2g D.REINFORCING STEEL M.LINTELS � � W/90 DEG.HOOK 2-3" t0 6'-0" 2•q' I.-SHALL BE DEFORMED BARS,FREE FROM LOOSE RUST AND SCALE,AND CONFORM TO A87111.A615 GRADE BD. 1.ALL ACCESSORIES SHALL HAVE UPTURNED LEGS,AND BE PLASTIC DIPPED AFTER FABRICATION ACCESSORIES ALL DOOR AND WINDOW OPENINGS IN LOAD BEARING AND NON-LOAD BEARING MASONRY WALLS SHALL HAVE eM #Z 2'-8" TO 1-0" 25 FOR REINFORCING SHALL BE INSTALLED N ACCORDANCE WITH AC.I.315(LATEST EDITION). EITHER CAST-IN-PLACE OR PRECAST CONCRETE LINTELS,F P/C LINTELS ARE USED,PROVIDE MIAMI-DADE NOA'S TO W-O" 2.0 3.SUPPORT BARS SHALL BE 5 OR GREATER AND NOT SPACED MORE THAN 4'-0"O.C. SUPPORT BARS AND ENDS OF FOR ALL SUCH LINTELS. UNLESS OTHERWISE NOTED,PROVIDE CAST-IN-PLACE LINTELS. #8 3'-0" TO W-0" 3% MAIN REINFORCING SHALL NOT EXTEND MORE THAN I'-8"PAST OUTERMOST CHAIR OR SUPPORT BAR z M 4.A MINIMUM OF 3 SUPPORT BARS AND 3 INDIVIDUAL HIGH CHAIRS FOR EACH SUPPORT BAR SHALL BE PROVIDED K CORROSION PROTECTION ^ #9 3'-8" FOR TOP REINFORCING. F•) 5.ALL PLACEMENT OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE OF 1.CONCRETE FOR EXPOSED TERRACES,SLABS,BEAMS AND STAIRS SHALL HAVE RHEOCRETE 222 CORO9IGN a THE CONCRETE REINFORCING STEEL INSTITUTE. INHIBITING CHEMICAL ADMIXTURE]FOR 14 ` CONCRETE 9,PLASTIC TIPPED COLUMN SPACERS SHALL BE PROVIDED FOR VERTICAL COLUMN REINFORCING STEEL,SUCH THAT A 2.THE ADMIXTURE SHALL BE ADDED AT PLANT N ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. COLUMN T.MINIMUM CLEARANCE IS MAINTAINED. 3.REINFORCING STEEL AT AREAS EXPOSED TO WEATHER AND FOR PORTIONS OF REINFORCING STEEL THAT FORM GONG.F'C.3000 P81 KONG.PC 3000 P51 THE PERIMETER AND HAVE LESS THAN 3"CLEAR COVER SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. p _ E.STRUCTURAL STEEL THIS SHALL INCLUDE,BUT NOT LIMITED TO,ALL EXPOSED HORIZONTAL SURFACES,HOOKS ALONG THE SLAB AND 2•3 BEAM EXTERIOR EDGES,EXTERIOR LEGS OF PERIMETER BEMIS AND COLUMNS AND EXTERIOR FACE LONGITUDINAL r CONCRETE m SAME RrINF.TOP t BOTT. I.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES: REINFORCING OF PERIMETER BEAMS. F+M GRADE BE °� SEE SCHEDULE ABOVE e.ALL IMF,ANGLE BASE PLATES,CONN.PLATES NON)---ASTM A36(FY-36 K51) 4.STRUCTURAL STEEL SEE NOTES E. U I,.STRUCTURAL TUBE-------------------------------A5TM A500,GRADE B(FY-49,KSI) F••'I CONC"U"BLOCK PRECAST CONC.L INTEL c.STEEL PIPE--------------------------------------------ASTM A53,GRADE B(FY-3&KS) O.WOOD TRUSS GENERAL NOTES: r (LIMIT TO T-0") d.ANCHOR BOLTS N.OPU-------------------------ASTM A301 THE TRUSS LAYOUT SHOWN ON THESE PLANS ARE SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING Ilk CLEAR SPAN 2.ALL STRUCTURAL STEEL SHALL BE DETAILED,FABRICATED,CORROSION PROTECTED t ERECTED IN ACCORDANCE SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL PARALLEL sI=I=_PLAY s 23 T WITH THE AISC CODE OF STANDARD PRACTICE,LATEST EDITICIN EXCEPT AS MODIFIED IN THES ENOTES.PROVIDE IN FINAL TRUSS DESIGNERS LAYOUT. THIS FRAMING SCHEME(DIRECTION OF TRUSSES,MAJOR G. BEARING POINTS,ETC.) O 7D.GB SHOP ONE COAT OF RUST INHIBITING PAINT FOR ALL EXPOSED STRUCTURAL STEEL. CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE ENGINEER OF RECORD WHO MUST REVIEW 3.ALL EXTERIOR COLUMNS,BASE/CAP PLATES SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED 4.ALL ANCHOR BOLTS,HEADED STUDS SHALL BE HOT DIPPED GALVANIZED EXCEPT THAT EXPANSION BOLTS FOR ENGINEERED M55 DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW AS PER GENERAL NOTES. TRUSS Qi REAR EXTERIOR COLUMNS SHALL BE TYPE 304 STAINLESS STEEL AS MANUFACTURED BY RAMSET/REDHEAD. DESIGNERS MUST PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THIS DESIGN. 5.CONNECTIONS SHALL BE BOLTED/WELDED AS SHOWN ON PLANS. THE FABRICATOR IS RESPONSIBLE FOR THE i�4N DESIGN OF CONNECTIONS NOT SHOWN ON THE DRAWINGS. GENERALLY,CONNECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE ONLY INTENDED TO SHOW THE RELATIONSHIP OF MEMBERS CONNECTED. � 6.UNLESS OTHERWISE NOTED OR SHOWN ON PLANS,CONNECTIONS AT BEAM/COLUMN AND BEAMAUALL SHALL BE CO DESIGNED FOR TWO-THIRDS OF THE ALLOWABLE LOAD ON THE MEMBER AS DEFNED N THE AISC TABLE FOR ALLOWABLE LOADS CN BEAMS. 1.GROAT FOR COLUMN BASE PLATES SHALL BE NON-SHRINK NON-METALLIC GROUT SUCH AS MASTER FLOW 113,AS ADDITIONAL NOTES FOR GRADE BEAMS, MANUFACTURED BY MASTER BUILDERS OR APPROVED EQUAL(5009 PSI MINIMUM) L THE GRADE BEAM REINF.SHALL BE CONT./TOP 1 BOTT.BARS SHALL BE HOCKED o ENDS. CONC. COLUMN TO CONC. GRADE L BEE SCHEDULE 8.ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. TOUCH-UP 2.THE GRADE BEAMS SHALL BE CAST MONOLITHIC W/THE PILE CAFE,t THE TOP 1 BOTT.REINF.SHALL BE y ABOVE IN FIELD AT WELDS AS REQUIRED. CONTINUED THRU THE PILE CAPS WHERE APPLICABLE.THE TOP RENF.SHALL BE CONT./THE BOTT.REINF.SHALL CV BEAM CONNECTION DETAIL EXTEND INTO THE PILE CAP FOR A DISTAMCE OF TENSION DEVELOPMENT LENGTH.CONSTRICTION JOINT W/(2)2X8 N /BEARING EA END�� F.WELDING KEYWAYS a V3RD DEPTH MAY BE PROVIDED W/DOWELS OUT OF PILE CAPS FOR FULL CLASS"B"LAPS. N.TS. -'L-- VERTICAL REINF.o SIDE OF ALL WELDING 70 BE DONE BY CERTIFIED WELDERS. WELDING SHALL BE MADE WITH E10XX ELECTRODES AND ADDITIONAL NOTES FOR TIE BEAMS: OPENING IN FULLY GROUTED CONFORM TO THE CURRENT RECOMMENDATIONS OF THE RISC.AND THE AMERICAN WELDING SOCIETY. .1 BE B C .t PS FOR TOP t BOTT.REINF.SHALL BE STAGGERED. LINTEL DETAILS BLOCK CELL. ADD I5 CORNER BAR N.T.S. X 2.WHERE TIE BEAMS FORM CORNERS OR ACUTE/OBTUSE ANGLER,THE RERF.SHALL BE LAPPED W/TOP/BOTT.1'-6" AT TOP<BOTTOM OF G.MASONRY X 2'-6"LAP BARS OF MATCHING ANGLES oACUTE/OBTUSE ANGLES. BEAM 3.WHERE TIE BEAM TERMINATES WITHOUT FORMING A CORNER OR"LES,THE TOP REINF.SHALL BE HOOKED OR 1.CONCRETE MASONRY UNITS SHALL COMPLY WITH THE PROVISIONS OF T HE STANDARD SPECIFICATION FOR DESIGN EMENDED N70 ADJACENT SLAB AS THE CASE MAY BE(PER TYR BEAM DIAGRAM). AND CONSTRICTION OF LOAD BEARING CONCRETE MASONRY,NCMA TR-15B AND ACI 530.1. 4.WHERE TIE BEAM OCCURS ADJACENT TO A DESIGNED BEAM,THE TIE BEAM REUF.SHALL BE EXTENDED INTO THE i3 2.HOLLOW MASONRY UNITS SHALL CONFORM TO A67M C-90,TYPE-I,"STANDARD SPECIFICATIONS FOR HOLLOW LOAD DESIGNED BEAM FOR CLASS"C"LAPS Q m BEARING CONCRETE MASONRY UNITS" 5.UNLESS OTHERWISE NOTED TIES FOR THE TIE BEAMS SHALL BE 4•3 0 12"a EACH CORNER 1 BEND/ON EACH d QO W- 3.MORTAR SHALL CONFORM TO A9TMC-210,TYPE TT WITH A MINIMUM C011PRES5IVE STRENGTH AT 28 DAYS OF 2509 SIDE OF INTERMEDIATE COLUMNS t FOR THE REMAINDER LENGTH PROVIDE 3 0 48" P51. C c 4.HORIZONTAL JOINT REINFORCING SHALL BE STANDARD NO.5 LADDER TYPE FOR 8"THICK MASONRY UNI75,AS OJ MANUFACTURED BY"OUR-O-WAL",HOT DIPPED GALVANIZED,OR ENGINEER APPROVED EQUAL PLACED AT EVERY ll.l - Be HOOK A7 ALL 2ND BLOCK COURSE(16"VERTICALLY)FOR ALL INTERIOR AND EXTERIOR WALL5. THE JONT REINFOI IOU SHALL Q W G d TOP BARS EXTEND 8"INTO ADJACENT COLUMNS. 5.WHEN COLUMNS ARE CONSTRUCTED FIRST,BLOCK AND COLUMN SHALL BE TIED THREE 20 GAUGE GALVANIZED U ~ /STIRRUPS AS STIRRIP5 0 ,TOP 1 507.BARS AS TOP OF C.BEAM CORRUGATED DOVETAIL SLOTS AND I"X 5"X 16 GA GALVANIZED CORRUGATED DOVETAIL ANCHORS AT THE SAME O 2 w SCHEDULED 8"O.C. SCHEDULED BEAM BARS � LOCATION AND SPACING AS THE HORIZONTAL JOINT REINFORCINGIED IN (n U z SEE SCHEDULE SEE LAN A b.WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY,TWO CELLS AT THE SETTING LOCATION SHALL BE FILLED (n K a (70P PLAN SHOWN) TO BEAM WITH POUR LIFT FOR MASONRY UNITS AND GROUT POUR HEIGHT BHA"BE 4'•0". m e.SLUMP 9"+P FOR GROUT Ft G. REFER TO ADDITIONAL REINFORCING NOTES ON FLOOR PLANS. r- WALL I G. + TB CORNER PLAN u 10.COMPRESSIVE STRENGTH OF UNIT MASONRY SHALL BE MN.OF 1900 P6I RESULTING IN r'm.1500 PSI N.T.S. S"ILL CE CONICLL.BLOCK WALL F W/CCNC. 1/2"UT.FILLER \ CONO.COL f'�'•0"Y -mom ,� MATERIAL W/ 4 STANDARD 9 TR155/LADDER TYPE NOpZ. SEALANT 2 JOINT R'F1NF. 16"OL.VERTICALLY SEAL 8"MASONRY BEARING 1"5 VERT. � r (EVERY 2NO COURSE) DROP BEAM ABOVE WALL IN FULLY GROUTED OPENING 1 EE a BLOCK CELL 1 „�. 12"O.G.t 2 5 5 BOTT. eELEV.SEE PLAN BEE PLAN WHERE SIZE OF BARS \ v - 1 DIFFER LAP LARGER SIZE \./ \ �ia•,V% K\\��t� T VERT.REINF.(BEE CONIC. CO BARS SIDE OF OPENING 0 d uoRR I VAPOR BARRIER L. TO MASONRY \ SCHEDULE TYP) ELEN,3EE LAN m Q WAL FO TIREINF. CONNECTION DETAIL OA- R SIZE � 9£E SCHEDULE) NT.S. y"T�M11PT v, P TYP. INTERSECTION DET. FOR DROP BEAM DETAIL GRADE BEAMS AND TIE BEAM SCALE:3/4" I'-0" Z • N.T.S. 3' MN Zvonimir T. BelFranin, P.E. eMeeT Consulting Structural Englnec TYPICAL WALL FOOTING DETAIL PE.•33014 5-13 N T.S. eeuxnvirt•.wucan ~ REVIBION --- -� --- --- --- ------� / --- --- -�- --� / --- --- - � --- --- __- ---------- �_- __- __- �� / __- __- __- ��- �_- _....... ~ ' (�\-- - ---- c� | - ---� - `' | - ----' - ---' - --T�/ LST OPEN AN Ing co FOR 1.5 CFM X 60-FT WALL UJ—CAP - _- � �-�� - �z - ---- - ---- - � FIRE�MIROOM "T 0, AL ROOM -- - --- - ---- - ---- - ' sTO!FA11r ROOM ARFA-356 5C-FT TiDv eq OPEN COLIN TO EF-1 t- (220 CFM) TO P414 CUR5 CAP ir \��-' - ---� - --�� - - ___- _ ___- - _-�� \-- - ---- - ---- - ---- - -N�� - --�- - ---' - - �-- - '�-- - �--' --- - - '--- - ----- - ---- --------------- -- --��- - � --' - ---' - --'- - --� - *w--- - - —'--- - -------- BEAL - _ ~ BASEMENT LEVEL PLAN ' �_----� ' c�,�� REVIBION CO O SO (:D 10)O T, y --------------------------------------- -------------- -- -------------- --------------------------------�- ------------------- --------------- --- ---------------------- ---- --------- ------ -- --------- --------- ----------- - -------------- ---------------------- ------------------------T----------------------------------- ------------------------------------------ ----------------- -- - ----- T---------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------- --------------------------------------------- - --------------------------------------------------- ----- ------- ------ ----- ------ ------- ------ i ---- ----- ------- ------ ------- ------ ----------- --------- ------ ------------ -------------------------- --- -------------- --------- -- ------- VENTILATION CALCULATIONS TP 11.A FOR I'D CFm X,50-FT Fl. X 1.5 9144 rFM FBI Q ------------------- --------------- --------------- ----------------- ----------------------- ... -------- --------------- --- ---------------- ... ................. .... .......... --- ---- ----- ... .............. --- ---------------- ... .... 0, ------- --- --------------- --- -- -----...... --- V------------------------------------------------------------------------------ ----------- ---------- __G ------------------ ---- ...... STA I R 2 --------------- I ---I OR 4RFA 43B,Sa-FT CFM=43B�,CX3/&O 218 CFM USE EF-2 m 220 OFM 7_1 ----------- 9 -1 ------------------ ------------------------------------------------------------- ------------------------------------- -------- --- --------------- ----- -- -------- -- -------------- - --------------- --- -------- --- ---- ------- --- ----------- - ------------ --- OB II I I DO------ - ----------- --- --------------- --- -- -------------- --------- --------------------- ----------------------- --- -------- ---------- ----------- ------------ --- ------- ------------- ---------------- 0 PrF_2(13200 CFA) WALL MOUNTED DLX_T 46"X20"D yy TO&`AFF. oo (SEE DETAIL) ................................................. a6 in -------------------------------------------------------------------------------------- ------------------ -------------- ---- ------------------------------- ------------ ------------------ ----- ------------ 7 10`0 GMD THRJ 10"o GmD TwRj WALL WUP CAP IC".GMr,TPRUI-� WALL LVLIP CAP (FUTURE) lo ImD T�4Ru FOR CAI M WALL W/WP CAP (FUTURE( FIRE ALARM 10'-V MIN_AWAY rop 3so cFm 6,e AWA 4"o GMD(26 GAb E FROM A"" 4-'� ND(2r.GA) C40NTROL P�MID ACP RATop FU L FROM ANY EXHAUST EXHAUST WALL CAP y T WALL WAUP CAP GENE THp N THIS ROOM (TYPICAL) WALL UJdUP.GAP STATUS PANE 5m ANY rXWAU5T ---------------------- ------ ................ - --- ------------go ................. ... ------------ w........... - -------------- ......... . ......................................... _--oc H C, r!'1!7 1' / Iy tuvt FJ,F.V CIL BATTi ........... .....J GROSS TIRMN PfA7A ------------------------- ........... NQ ------------- IP313 CW57tD F- �F'j"S WALL UJAUP CAP 44 GM D(26 GA) cr- ------- FOR OAI(FUTJ THYRN W 4LL W/UP w5/cWR Cws/cWR"y GWS/CWR PRom 4NYiEx 5T PIC iol-ol mIN.iA lo ILI L�IYUZL:-mpaft D 1SX14 A-, TIE r 1,'ITICH FINI_F,711�, 1.----- ---------- 4� 1 ----------- ---- HP-GL A lo,o 1 X V�V HP 0�5 V.D. cujs/c:wR --- ------- All-20, ------------M.oD --- --------- -- --------------- --- ------------ --- -------------- -- -------- : __ :- ------------- --- -- --------------- -- --------------- IFOU'l OD ------------ ----------- - --- -- -- --------------- -- --- _m 4i PEF I 35c CFm CUL/cwR El 4---- 1-1/2 L( cWs/cWR cws/CwR N II............. RETAl EF-2 4220 CFM) (WA L J1,MOUNTEC �o Flu: I 11 350 crm crm RESIDENTIAL A R EA i-REDROOM'J-,T. ------------ --- -------- ---- ---- _: 1--_- - � - ---------- ---- ------------ -------- ... ............. --- ------ --- ------ ................. -- --- ----------------- - ------- ------- --- --------- w -------------- NET�L DOOR. FILI LOUVERED E!,',Ul'FLO'N < L A� J; .......... ----- --- _J L, ,ky L, -J -7) -7 -------------------- QF A SJ.F ---------- ---------- ARCATA �4" El,�;.'�-4"NA ........ ............ ............. ---------- ........... ------------ ....... ----- ......... . ............. ------------- ------------- ----------- ............ ------- ------- ------------ ............ ---------- ---- - .... .. ............. ------------- ------------- E-,----------------- ...... :_ M:------------ ------------------------------- ---- --- ................ --- ---------------- ---------- IA 0 ----- -- ------------ --- ------- 1::�---------------------- ------------- ----- Its, _-:1 7 �::�:Af L ---- -----------------------........ -------------- : m---- --- ------------- ............. 7 ------------------- ------------------------------- ------------------ --------------------------------- t::�:----- ------- ------------------------- ----------- ----------------------------------------------- ---------------------------------------------------------------------------- ----------------- -------------------- ------------------- ------------------------------------ BEAlIlL _",41, G) J O oll nL. 10) FOATE7 msrr -GROUND FLOOR PLAN FBIHIII NCRTtI 08 II ----- ------------- ------------ ------------- ---------- ------------- ---------- --------- ------------ ---------- ------------ ----------- ---------- ----------- ---------- ----------- ----------- ------------- ----------- ---------- ------------- ------------ ------------- LIVE 8V:[)1'1c: Er VENT I U)OA Tm,,,3�crm 2OX14 FELIEF VENT I WALL MOUNTED, A N WIS, ---- ------------------------ all OPEN-03r1-1 LUIS, 7 .............. - ---------------- --- --------- - ---------------- ----- --- --- ------------!311!r -- ------------------ --- ......... --- ---------------- --- ---------------- --- --------- -'TAITI� -i: I-..-. I-------------- ------- --- ---------------- --- ---------------- --- --------0�ICI ----------------- --------------- ------------------- --- ----------------- 4T"m u - ------------------ ------------------ E-i Er-3"""'00 LL MOLNTED T DETAIL)Ir AFF-- ---------- "Ec'H, I _;�-�j---------- ---------- ----------- Q --------------------------- --- ----------- -- -- --------- - --------- --- --- ------------- ........ ---- -----........ --- -- ---- -- --- -- ------------ --------------- ... .... --- --------- .01 Al.r,F. S1 I.,FLD: ...................... %VAL:- A ------------------I] --------------------------------------------------- I..,.4: 6 3 SIM -------------------------------------------- II z kc p � tI - -------------- ------------ --- ------- ----------------------- ----------- -T4 --- ------------ - - -------- ---------- ----- - - --- ------ -- - ---------- --------------- . ............ --- - --------------- J` ---------- Er.-, 1/2'0 U 61 �T, 3/4 10; --------- -------------------- Lul --------------------------------------------- OWs/cwR; Q,!,[!P TM FL11OR --------------- -------------------- PT ------------- ---------------------- -------------------------------------- VIAC v ir,CFM 75 i,7 'VAI --2L VENTILATION C4LCUL.4,71ONS ------------------ --------------- III - ------------------- - -------- -------------- -- --- -- ------; IND,11�2 xe 'O� CFM k 14x8 8-0 GMD THRU _,O-F7 FULL LOUVERED ME 1! WALL WVWP CAP METAL AREA e4aB 10-FT - m A D FOR 100 CFM CAI ---------------- CFM-IS4a5 X 15=27,651 C - — - — - —- - — - — - — - ----------------------------------------------------------------- ................. --------------------------------.......................- .................. cr, Fm TO' USE FFF-3-2e,600 CFM STORAGE ROOM FOR 5 ACH, 4RIEA=334 50 FT 334>;IOX3/60-167 CFM UC�E EF-2 CFM ------------------- ----------------------- - -------------------------------------------------- ----------------------------------------------------------------------------------------: -------------------------------------------- ------------------------------------------------------------------- FOR 3 A-H 4RE4.112 SC-FT --- ----- -------------------------------- ----------------------112`/,IO;u3/60 56 CFM USE EF-3 80 crm ------------------------- CFM 2"0 FUEL FILL LINE ONNECTION OPW 1-400 OR EQUAL INSTALL ------------- ------------- ---- -------------- --- ------------- --- ---- -------- --- --------------- --- --------------- - ---------- ------------- -- ---------- -F.ULL-L.CUVEREIZ," ------------- -- ------------- --- ------- --- ---- --------- ------ .. ......... ---------- ---------- METAL DOOR, Y LLJ G RN N.H., T-R < U 0 r-E X,T 01 III 11 BFl(Dw p C-E-NIERATOR T "0 VENT %6 HIGH MUFFLER Sr( 5EE DETAIL. OPEN -ul EX PIPE I UaotV INSTALL.3 'pr 6115LE DIESEL. (220 cIrm) --...... ------------ --------- ------ ---------- 3, ------------- 2 AF -�------------- ------------- ------------ -- -------------------- . ....... ...... ----- ------------ ------- --------------- ..... ... ... --------- --------- --- --------------- --- ---------------- --- ------------- -- --------------- ...... --- ---------------- --- --------------- ....... --- ---------------- --- -------- --- ---------OF GENERATOR EXHAUST,TERMINATE k 4p METAL-/ LOWVER MIN.V FT AWAY FROM ANY DOOR Br.AkL JOR WINDOW. :2) �6 Ls CD 01-1 OA-M IT SECOND FLOOR PLAN SCALE: NORTH �_3 REVISION 01 0 0 0 ----------- ------------ - -------- ---- ------------ ------------- ------------- ----------- ------------ ---------- ----------- ------------ ------------- ------------- ------------ ------- ------------ ---------- ------------- --------4� - ------ ---- ---- —--------__ = - --- --------------- ---- ------------- --- ----- --- ---------------- ---- - -- - ------------ ------------ ----- 0A ------ --- -------------- --- ---------------- --- -- STA-I'Aj 'it - --- a ------------------ - ------- -------------------— — ---- ----------------- -AIR 2 0 ----------- ----------- ------- 'Yl ----- ------------------- ------------------- --- -------------- PEI WALL Arp. etTE r DETAIL) III 1 ---------- --------------------- - --------- T. hd ---------- --- ------- -------- --- ---------------- --- --------------- --- ----- ---------- ---- -- --------------- ------------- ------------ -------------- ------- --- --- --- --- -- --------------- ---------------- ----------- ......... --------------------- ----------------------- 111— M--:c-.1 -1.1"R ------------ - -------- 1 V---------------------------- -------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------- --------------------------------------- ............------------------- --------------------- H ——------------- ---------------------- --------------------------------------------------... ..................m ------------- -—--------------------- ------------- --- --- ----------- --------- ------- --- ------- -------------- + �-\�1 7-- ------------- -7-7------ --- --------- -------- --- ------------ --------------- --- ——------------------------------------ --------------- --- ---------- --- --------------- --- --- ------------ ------- --- ---------------- ---------- --------------------------- 'LY.V. R N: PT, .......... 114" ----------------------------------- /4 -- -- - - - - ------------------- --------------------------------------- -------------------------------------- 115 CFM ----------------------------------------- Ar. VENTILATION CALCUL.4TI 5 ------------------- 3,RD 4TH 5TH.FLOCS F-A-,—IN:AIRE 12 FOR 15 CFM 1,SG-FT 'ULL L 14>cB CV F OUvE'Zrr' 8"0 W-V THI;W A'.REA is;�'5G-FT WALL WAVP CAP I CO NIET,L ---------------- ---- ------------ 100 CrM OAI -------- --- ---------------- --- -------------- -- -- -------------- ------ -----------------------------------------------= --ml-- - - 10) --------------------------------------- --- --------------- ------ --- ---------- --- ---------------- --- --- --------------- --- --------------- ---- ---------------- --- --- ---- ---------------- --- -------------- USE 2E.600 CFMId 4-4 FOR 3 ACH. Ili AREA.334 SO-FT ------------------------------ ---------------------------- CFM 7 334XIOX31eC=161 CFM ------------------------------------------ - ---...................-- ------ USE EF-2 22C CFM ---------------------------------------- Fl W:'U�' 751s AREA-112 5C-FT rF.M So CFM USE EF-3 ao CFM --------------- ------------------------------ 0 rT-'L DJO PLL LOUVERED FULL LOUVEJED ---------- --- ---------------- ----------- --- --- -- ------------- --------- ................ --- -------- EULl--L0-UV-F—REDl ----- --- --------------- .... .... ---------------- LLJ METAL DOOE. ----------- ------ --- ---------------- --- -- ------- *TAL—Dco-, u - ----------- ----------- --------------- ---- ----- ----------- < QEII: L) >w STORA;,;r EF -2 ET ------------- (220 ------------ -(720-C.FMI ........ ......... (eo I LIE ---------- ----- -2 EF ---------- -------------- - -------- --------- --------- i.L------------- -- -- ------------ --------------- ..... - ---------------- --------- ---- -------- --- --------------- --- --------------- --- ------------ ----------------- --- --- -— --- ------------- -- --- ---- ------ --- -- -------------- ...... - --------------- ---- --------------- -------------- ----- ------------ ......................... ...................... --------- ---- ---------------- --- -------- - - ------ - - ---- ---------------- --- -------- --------------- ----------- ------------- ------------------------------------------ -------- ................... ---------------- ------------------- ------------------------------------------- .............------------------------------------------ SEAL II OATE Iran THIRD FLOOR PLAN SCALE:118"=V-V' NoxTH REVISION (a) ------------- ---------- ------------ ------------ ----------- ---- ------------ -------- ------------ ------------ ----------- ------------ ----- ------- ------ ------------ ------------ ------------- ------------- - ------------ ------------ ------------ ------------ ------------ -- ----- ------ P-1 ------- --- - - ------------ --- ---- ---- ------------- -- ------------- --------------- --- -------- STAJ.RI,I ------------ ------------- ----——---------- 61+4 IR 2 1 ---------- ----------- E� -- ------------------- - ---------- IIH 'EF-3(28.600 e7 p ALL MOUNTED iT 61,A�Fr, ----------- Er DETAIL) ---------- ---------- ---------- ---------- ---- --- ------------- ------- --- ---------- ------ ------ ------ ----- -- ------------- --- --- - ------------- - ---------------- -�j ------ --------- -------------- --- --- -------- --- ---------------- -- ------------- --- ---------- ---------------- -- --------- --- -------------- -- ----------- -- -- ------ --- ------- --- --- i� -- I- -------------- ------------- --- ------®r ---------- I..................... ------------ 00 O -------------------------------------------------- --------------------- 4---- -------------------------------------------------------- ....----------------------------------------------------------------------------------------------- 1-------------------------------------t._- _- --- 1 - - - - ::: -: -,�] ------------------------- ---------------------------------------- -------------- 0-4 In 1.4 P--j ------------- ............. . ................................ ................................................ I -------------- ---------------- ----------- ----------- ---- ------ ----------- - ---------------- —---------------- ------ -------- --- --------------- --- --------------- -------------- I q; -------------- --- ----------- --- ------------ - ----- -- --------------- ------------ ---- ---------------- ---- --- I I tt I ------------- oc (SO CFM) .......... .......,...®... ELECT. ------------- ------------------- ---------------------------------------- -------------------------------------------- ITE,GFM 1-15 ------------------------------- -------------------------------------------------=:.: 1 HP-4L Qli 2X8 14 FULL LOUVERED s- F-/GMD,THl;RLl :ZL UJAUP CAP METAL DOOR I_y - - -- ------- ------------i s ------------- - -- - :: ----- --- ---------- ------- .........F.O...R ]cv I-o---r-m---O---A---1 - --- -------- "m-------- ------- -- ----------- -- --------------- ---- ----------------- ---- J--- - ----------- -- ----------------- ---- --------- ---------------- - -- ----------------- ------- ------------- -- --------------------------- ------------------------------------------ ---------------- -------------------------- ---------------- ------------------------- --------- ------------ - ---------------------------------------- - S-F''LIP ------------------------ ----------------- -------------------------- ---------- II-------- -------- �ILI LOUVERED rT L �ULL LOUIE Et LOUVERED COO U) O - -- --- --------------- ---- ------------ -- --------- - -------------- ............. ----------- EULL-L-QUVERED/ ----- ---- ---------- - ---- ---------------- - ---------------- ---------------- ------------ -------- ----- . LL........... ... ......... .... --------------- - -------------- --------------- ----------- Lu METALDOOR. --------------- --- - ------- --- -------------- -------------- ---- ---- "T' F li I• i III li .;'PL)R A G F. S 07,AG CL N EF --------- ............. E -T EF (220 ----------- --L�----------=--- ---------------- ------------------- ------- ---------------- --------------- ------ - --------------- --------- --- ------------ --- ------ ----------- - ------------ ............ - -- ----- ---------- -------------- --- --- -------------- ------------ ---- --- -- --- ---------------- --- -- -------- ------ --- ------------- --- --------------- --- ------------- ------------------------------------------ ------------ ------------------------------------- - ------------- ...... ---------------------------- -------- --- -------ol ---------------- --- ------------------ ................................. SEAL rz DATE o 03 FOURTH FLOOR PLAN 63HEET SCALE: NGRTH ° REVISION _-- ------------- / -�� -- ------------- ------------ / _-_ ----------- ------------- ------------- ------------- _�- � ------------ _-- _-- _-- -_- ------------- ------------ _�� /_�� ------------ --------- - �-- ........... /�\_- - ---- - -_-- - `�/ - --- - - --{^) rp _- - _�_ � �__� - � �_�� - ___ - _-/�\ L-� \n�-- - ---' ---- - - ---- - --_ - _-/�� ' ~ i /�\-- - _--- - _-_' - LUA CD ' - ---� - ---� - --�8 Lu all -- - ----` - -'-- - -__ - ---- - �_��Ion \��-- - --- - --- - ---� - --� � _-(�\ `----- �� SEAL OATE - L------] FIFTH FLOOR PLAN 'ME-VISION --- ------------- ------------ ---------------- --- ----------- --- ------ --- --- ------------- --- ------------- --- -------------- -- --------- --- ------------ ------ -- -------------- --- ---------------- ------------ --- ---------------- --- ---------------- --- --------- --- ------------- --- ------------- ---- ---------------- --------------- --- -------- -------- - ---------------- --- ---------------- ----------- --- ---------------- --- -------- ------------ CB --- -------------- -- ---------------- - ----------- --------------- -------- --- ---- --- --- ----- --- ---------------- --- ------------- --- ---- -- ---------------- --- ---------------- - - ------------ --------- --- -- --------------- -- ------ --- --------------- --- ---------------- --- ---- --- ---------------- -- ------------ ----------- --- ---------- ----------- ------------------ -- --------------- --- ---------------- --- ------- yy OPEN 01TICE^r1-ALN HP-I HP-I P-2 it CIM Wt /CWR 1z CUS/CWR CWS/CUIR CAUS/CWR C;WS/CWR CW5/CWR - ------------------------------- ---------------------- ---- CALE,/CUJR LJS/CWR E —xll� ISO cjil� CW51CWR SCR L L P 11, 0— 15 HP- 1L A- A 150 cr-m -------------------- !- R54 44 504"E/,�DUCT CA TO EACH OFFICE FLOOR (TTP.OF 2Y t.4"X S/A DUCT 150 c;FM box:�� - ---------- --------------- - r i X12 ISO CFM FM C, P1.111/1. 0<4 ------ -- ------------- ---- ---- --------------- --------------- --- -------- ---------- ........ ------ ---- --------------- -- -- -'--- ---- ---- ----------------- ---- -----------m ------- ---- -- -------------- --- --------------- --- --- ------- ---- -- --------------- --------------- ---------------- --------------------- -------- --------------- 48!'X36`E/A DUC, UP TO 5EEF-I ON OF -D 36"X30"OAI DUCT—/ 1/4"1 EXHAUST DUCT UP UP TO OASF-I ON ROOF I-!/4" WS/CLUR IN CHASE TO EF-4 L ON ROOF (SEE RISER FOR SIZE 32'J<14"OAI DUCT CAPPED EACH FLOOR) TO�FACW OFFICE FLOOR IMPROVEMENTS BY TENANTS.Mr (C TINUATION WITH FUTURE TENOANNT IMPROVEMENT) SHELL —1 FUTURE OPEN Of'flCE Tll,kN 54''>04"S DUCT CAPPED J /A TO EACH OFFICE FLOOR (FUTURE CONTNU4TION TO EACH OFFICE) NOTE: AIM-LOW WILL BE ADJ$TED iy TO EACH SPACE ANDU (FUTURE) W (Y CORRIDORS Q -------- --- -------------- --- ----------- --- ------------ ------------- - ---- ------------ ----------- -------------- ---- ----- ---- ---------- --- ------------ .... --------------- ---------- 9 ------- ........ ---- --------------- --- ..........- ----------------- --- ------------- - - ------------ ------------- ------ ------ co L) co < 0- ------ ------------- ------------ - ------------ ------ ------------- --- ---------- ........... ------------ ---------- ------------- ---------- ------------ ------------- ........... ------------- ---------- ------------ ------------ ----------- ----------- ------------ --------- ------------ ----------- ----------- ----------- ---------- --------------------------------------- ------ ------------------------------------------- ---------------------------------------- --------------- ------------ --------- --- ::: ------------------------------------------------------------------------------- ----------------------------------------- - ----------- -- --- ---------------- --- ---------------- - ------- ------ - --- -------------- ........ ------ ----------- ---- ------0- 0: ------------------------- --- ---- --- ------- ------------- ------ ---- Jw----------------ff-�- ------ --- ------ 4 --------------------------—-------- ----------------------------------- ------------------ 0� F DATE 14P- 0-1 o r U9 SIX THRU EIGHT FLOOR PTAN BMEET SCALE:1/K=Y-0" NORTH -REV IBION ol G) W ..........---------- --- ------------ ------- ----------- ---------- - ------------------------------------------ ------------ ---------------- -- ------------ ---- -------------------- ----------- --- ---------------- ---------------- ------- --- -------------- ------------------- ------------ ---------------- --------------------- -------- -------- ---- ---------- ------- ----- VA -- ------------ - --- ------ -------- --- of, ST. It-2 ---- --- ---------------- -- ------------ - ------ --- --------------- ----- --- ------------- --- ------------ TO, -------------- --- -------------- --- -------------- --- ------ --- --------------- - ---------------- J --------------- --- 500 500 24.3 ------------ --- ------------- - --------------- - --------- --- ---------------- --- ------------ --- --------------- --- 4X30,SR, '2:�24 I'�MIXXI!1�711 ----------------------- ............... CWF-2 FA F I,Tj'.'AT-)f� MAC -------------- --- -------------- _ .-- ------------- - --------------- --- -- -------- ------------ --- ------------ --- --------------- -- ----- --- --- -------------- --- -------------- -- --------------- - ------------ ---- --------------- :so m onauo ------ - ---------- ----- -- ------------- --- ---------------- --- ------------ ---- ----- ---- ------------- ---- ----------------- ---- ------ I..#CLus/rwR (Dc� DOUN OF BTAB V.171M ti 20-P, PT, ------------------------ . ....... 26>0 V DUr_T DOWN TOE_EV.5k4FT BELOW M88F SEEP-1 rEV--I OASP-1 --------------- --- ------- ---- ----- - --------------- -- --------------- ------------- --- ------------- --- ------------ --- ----- --- --------------- --- ----------- -- ----------- --- ------------ --- ------ --- --------------- ----• ------------- ---- ---------- ---- ------------- -- -------------- - ---------------- -- ------------ ---- ------ --- --------------- -- --------------- --- -------- ----------- --- ------ 4 it is 6' CONC. PARAPET WALL TOP OF SUB 0 PABPT FALL EL+95'-O'N.G.V.D. C6 ------------- ------------ 0 -------------- ------------------------- ---------- ------ ------------- ------------ .... ............ ---- ---------------- ------------ ----------- ---------------------- - --------------------------I— __ :: ::: __ _ ---. - I :: Lu E� - ----------------- ------------------ --- ------------ - ---------- ----------------------------------- - ------ ---- ---------------- -7F ---------- -------------- - ----------- -------------------- -------------------- 7 ----- -------------------- 5 U) CL ------------------ ------- --- --- . ...... -------- ----- ------------ ----------------------- ------------------------------ em---------- ------------------------------------------ --------------- --- ---------------- --- ------------- --------- -- ---- -------- .......... ----------- Iwo------I=---------- ----------L------- ---------------------- -------------------------: : -0 ... - :4:: '-::---Is-------- --- --------------- ... ..---- -- --- --- w----------- ------------- ------ --- ------------------0:: As ------------- ---------------------------- ol -------------------------------------------- ------------------------------- ----------- SEAL DATE o C9 ROOF PLAN SCALE: 9mr=ET R Eq p�TE (IFOAPPLICABLE) CTOR IONIZAPOIJ SMOKE DETECTOR REVISION (SEE HVAC PLANS) CONDITIONING ST PANEL WATER SOURCE HEAT PUi IP SCHEDULE AIR GONDITIONIN SYSTEM = STEM - ENTRAL NOTES: OR ECT FIRE TE ALARM PANEL IF APPUCABLE 1. DUCTUIORK SHALL BE 1 1/2"THICK 3 POUNDS PER CUBIC FOOT DENSITY POWER CFM FAN COMPRESSOR UNIT MAX ELECTRICAL COOLING o 80/61-F ENTERING HEAT PD Wf DIMENSIONS CD.WATER AREA SERVED FIBERGLA55 WITH VAPOR BARRIER UNLESS OTHERWISE SPECIFIED. /LIGHT MARK MAKE/MODEL COP GPM EER DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE 24 / INDICATOR TOTAL O.A. ESP HP FLA QTY RLA MCA FUSE VOLT-PH-HZ TMBH SMBH WATER TEMP MBH HD OFT LBS (WXDXH) CONNECT. a WITH MANUFACTURER'$SPECIFICATIONS AND ACCORDING TO"ASHRAE" wG \�\ /�� AND"DIMENSIONS STANDARDS. HP-1 FHP/EM-096-3 3200 325 .40 1-1/2 42 1 12.4 35 45 208/230-3-60 96,000 14,,80 851E 109,000 4.I 23.4 i8g 1390 660 38 X 18 X 21 1"', 6TH,ITH,8TH OFFICES DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND COMPLY TO INSIDE OR DIMENSIONS WIDTH X HEIGHT. DUCT SOB. D SHALL COMPLY WITH $HALL BE CLLASSSII MATTEERIALLAND/OR INN ACCORDANCE�WITHJDU.L COMPONENTS 120 VAC a✓ HP-2 FHP/EM-060-3 2000 225 .40 3/4 3.0 1 20S 21 40 208/230-3-60 60!000 46,800 851F 80,000 4.4 14b 102 13.0 336 38 X l8 X 21 1"6 6TH,ITH,8TH OFFICES TESTS.PROVIDE FIRE DAMPERS WHEN CROSSING F.RATED WALL OR CEILING. • 2. COORDINATE LOCATIONS,SIZES AND OPENINGS WITH OTHER TRADES U.L.LISTED AUDIBLE ALARM HP-6L,1L,BL FLIP/EM-024-1 800 200 .40 1/4 2.1 1 9.4 14 20 208/230-1-60 24,000 IQ120 85'F 30,000 4B 5.8 103 14.0 115 22 X 43 X 19 3/4"4 6TH,ITH,8TH LOBBY ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT In NORMALLY AND BATHROOMS OCCUPIED AREA SYSTEM A/G W/TURNING VANES AT ALL ELBOWS,SPLITTERS 4 VOLUME DAMPERS,. BULDING FARE HP-BL,2L,3L,4L,5L FHP/EM-012-1 400 100 .40 1/10 1.7 1 5.0 8 15 208/230-1-60 11,500 8,910 851E 14,600 4.0 3.0 IIJD 11.4 122 19 X 31 X 12 314"o BASEMENT,2ND TO 5TH ALARM SYSTEM ELEVATOR LOBBY IF APPUCABLE Q 3. DIFFUSERS 614ALL BE SELECTED LOCATED AND BALANCED IN ORDER HP-RI,R2 FLIP/EM-048-3 1600 300 .40 3/4 3PJ 1 12.9 22 30 208/230-3-60 49,000 3820 851E 58,000 4.4 123 10.1 125 310 36 X 43 X 21 I"b RETAIL MI,•2 A THAT THEY DELIVER THE REQU140 OFM TO THE ENTIRE ROOM EVENLY AND DRAFT FREE TO MAINTAIN THE FOLLOWING DESIGN CONDITIONS: 9 RELATIVE NP-R3,R4,R5,GL FHP/EM-042-3 1400 300 .40 3/4 3.0 1 11.1 18 25 208/230-3-60 42,000 32,160 85'F SIp00 43 10.4 1410 132 261 22 X 54 X 19 314��p NAIL F O R Q INSIDE OUTSIDE HUMIDITY GROUND FLOOR LOB, I-a COOLING-16'DB 9P DB-191 WB 50%TO 60% FHP/EM-031-3 HEATING-10-DB 45'DB HF-R5 1000 0 .40 I/4 2.1 I 11.1 20 35 208/230-I-60 32,000 24,960 851E 42000 43 8.1 12 14.0 210 22 X 45 X 19 3/4"b GROUND FLOOR APART EN EVAPORATOR FAN MOTOR SHUT DO CONTACT CASE SHUT DOWN UNIT G CASE 4. ALL FAN UNITS,RED MOTORS,TE QUIETLY ETC.SHALL BE ISOLABLE, OF SMOKE SENSING AS REQUIRED TO OPERATE QUIETLY 50 THAT DUE TO AIR VELOCITY, BOUND WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY, MOTOR HUM, VIBRATION, OR MECHANICAL MOVEMENT. ASR CONDITIONING DUCT SMOKE DE ETCTOR 5. A/C SYSTEM SHALL HAVE CLEANABLE AIR FILTERS LOCATED AS K/NUT552ENA HER F-I REQUIRED FOR EASY ACCESSIBILITY. GONGRET L.w SLAB UI4157RUT ANCHORS •11��e7 O 6. A/C SYSTEM SHALL BE CONTROLLED BY A THERMOSTAT. MOUNT ROOF 1� THERMOSTAT 5'-0"ABOVE FINISHED FLOOR,U.ON. THERMOMETER STRAINER W/ LLIELL BLOW OFF VALVE, <a 3/8, ROD FASTENED TO 1. ALL GRILLS AND DIFFUSERS TO BE STEEL CONSTRUCTION.DIFFUSERS TO DIFFERENTIAL SIDE OF JOIST OR BEAM WITH [� GAUGE COCK PRESSURE&WITCH ANGLE CLIP OR BETWEEN JOISTS CONDEN5IMJ 11A HAVE CEILING RADIANT DAMPERS.PROVIDE GASKETS ON ALL GRILLES, SOLENOID SEE NOTE O OA O O WITH X MEMBER FASTENED TO suFFN.r AND FiET1/RlN r TITUS OR AIREGUIDE OR APPROVED EQUAL WITH ENAMEL FINISH COLOR BY CWR CU15 VALVE JOIST SIDES OF JOIST. FROM GOOLINS rO'rlE ARCHITECT. O O O O INTERIOR LINED W S. UNDERCUT DOORS P AFF,AS INDICATED. DOUBLE NUTS _ 1N/1"FI6ERGLASS WATER COOLED i SOUND INSULATION O/A DUCt 1� INSULATION S. ALL REFRIGERANT PIPING SHALL BE COPPER-TYPE L- UNION 4 (REACT PUMP) GALVANIZED STEEL a VIBRATION ACR TYPE, DEHYDRATED AND SEALED.ALL FITTINGS SHALL BE MANUAL VOLUME ISOLATORS VD. CO DAMPER IN OUTSIDE INSULATION WROUGHT COPPER ALL JOINTS SHALL BE MADE WITH HIGH 1141 AIR CONNECTION. TEMPERATURE BRAZING ALLOY OF NOT LE99 THAN 5%SILVER (SEE`5PECJ WATEF PIPING INSTALLATION NOT LESS THAN 3/4" THICK "ARMAFLEX" 3/8"HANGER ROD SUPPLY -AT FUM RETURN DVGT FT I LIQUID AND SUCTION LINES SHALL BE 51ZED ACCORDING TO BALL VALVE J �vT (TMP) rkS EQUIPMENT MANUFACTURER'S RECOMMENDATIONS FOR EQUIVALENT LENGTH OF PIPING RUN FOR CONNECTED TONNAGE. ALL PIPING AUTOI.IATIG FLOW �7 cP ACCESSORIES SHALL BE CONSTRUCTED AS SUGGESTED BY EQUIPMENT �� CONTROL VALVE FIRE RETARDANT MANUFACTURER ALL PIPING SHALL BE EVACUATED PER GOOD I-THE DIFFERENTIAL PRESSURE FACTORY SET PRESSURE RATED - NUT PIPING PRACTICE BEFORE START-UP. SWITCH SHALL BE INTERLOCKED AT Ilm GPM. H09E KIT W/STRAINER WITH H/P UNIT,AND SHALL PREVENT BALL VALVES FLGW WASHER FLEX UNISTRUT OPERATION OF THE UNIT WHEN NO CONTROL VALVE(sRl° LD CONNECTION AND STRAPS \ CONTROLS. SEC.DRAIN/ FLOW IS DET£GTED. CWS CONDENSER WATER GWR SUPPLY RETURN PVC 6GH.40 EMERGENCY DRAIN FANS 1--. NUT (22 GA)6ALV.SHEET METAL HVAC LECsEND INSULATION SHIELD!GAL.STEELL 2"MIN DEF7H AND 3"MIN. PA �' -FLAL HE PIPINCs D IACsRAM. FOR PIPES 4"AND SMALLER FABRICATE ADJUSTABLE TRAPEZE(GAL.STEEL) EERIER THAN UNIT WIDTH F+1 ® FROM 18 GA.x 18"LONG. FOR PIPES AND LENGTH > SUPPLY AIR DIFFUSER WATER SOURCE HEAT PUMP NOTES NTS 6"AND LARGER FABRICATE FROM 16 GA P l I-PROVIDE HEAT PUMP UNIT WITH EXPANSION VALVE AND FREZESTAT. F•'•M RETURN AIR GRILLE 7-PROVIDE UNITE,WITH PROGRAMBLE HEATING AND COOLING THERMOSTATS x to LONG. TRAPEZE TYPE PIPE HANGER DETAIL AGGe55 GOO' `\RETURN AIR GRILLE I�-I FLOAT SWITCH T A/G CONDENSATE DRAIN OR R=OISTER SIZE AND WITH FAN-ON-OFF SWITCH. I-I/4 FVG W/3"BRA° FILTER BASE 3-SIZE AND RUN WATER LIMES AS PER PLANS. GEIL ING SHUT DOWN THE O THERMOSTAT 4-PROVIDE VALVE PACKAGE WITH BALANCING VALVE,AND TWO STOP VALVES. AND-FV PRA/5I' R =L'✓G r� z � L 5-PROVIDE TWO SETS FARR 30130 FILTERS. UNIT IN CASE OF GONG.DRAINAGE SYSTEM_ F"•1 R 1 SUPPLY AIR DUCT RECTANGULAR 6-PROVIDE SEPARATE DISGOMJECT SWIT-HE$FOR HEAT PUMP. GGND.OVERFLOW t CROSS SECTION 0-ALL CONDENSATE LINES BO BE COPE'-- 0 F� =1 RETURN AIR DUCT RECTANGULAR 9-UNLESS OTHERWISE NOTED CAPACITIES ARE AT ARI CONDITIONS. > 10-PROVIDE 5 YEAR COMPRESSOR WARRANTY. CROSS SECTION HEAT PUMP UNIT INSTALLATION DETAIL. � -r TURNING vaNE NO SCALE A VOLUME DAMPER M LINE z y HVAC DESIGN REQUIRES: YES NO EXTERIOR WALL 15"D1A STL ROD. y VOLUME DAMPER AT TAKE OFF NEOPRENE IN SI-I£AR Ag"STEEL THREADED ROD > (� f� DUCT SMOKE DETECTOR x rVIBRATION ISOLATOR FLEXIBLE ROUND DUCT VENTILATE,THIMBLE VIBRATION ISOLATOR(TYPJ � 2nd.FLOOR FIRE DAMPER(S) X ENGINE EXHAUST PIPE ENGINE EXHAUST MUFFLER -- `--I Not LE89 THAN e'ASV. H 9PLITTER DM'IPER SMOKE DAMPERS) FIN.GRD. CV CEILING SPA X e"pIA STL U BOLT. ti FIRE RATED ENCLOSURE X It ppµ .AIR FLO 4"-5/M 26 G. FIRE RATED ROOF/FLOOR X x3x5"STL ANGLE. FIRE DAMPER GLG. V.D. CEILING ASSEMBLY "%, FIRE STOPPING x DETAIL OF SUPPORT FOR ENGINE OSMOKE DETECTOR ALL GAF ExaHAU91 MIA-PEER EXHAUST DUCT SMOKE CONTROL ® OPPOSED BLADE DAMPER E MUFFLER METAL THIMBLE Q M EX+-IAUST SAN 8DUCT-DETAIL 9HED409TEELSLEEVE a D ELECTRIC STRIP NEATER ENGINE EXHAUST PIPE A iHIMO TH A < ITT S. N.Ta. INSULATION �"ANULAR SPACE MIN. O o FAI JACKET WOOL FIBROUS MATERIAL. Ijf IL q D R MU�LEIr�R DETAIL ~ U S Q w �TRU55E5 OR JOIST GENERATOR EXHAUST F <g °n REFER TO DETAILS AT THIS SHEET. o ' . DUCT SIZE HANGER SIZE MAY..SPACING ENGINE EXHAUST PIPE OD. DI � - > S Lau VELOOITT - SHELL 4 ENDS 16 GA GALv.8TL < ¢ g SUFRr AIRDUC-t---' UPTHRU 2 SOFT I"r,I/6" 8'-O" I Q reEE F'LNN VIEW/ 2 THRU 45G FT. "x I/8" a'-O" WITH�EMDED S AM9 D2 DI.6" m = EXHAUST LOUVER L•WALL OR DECK THICKNESS PLUS 4THRU IOSO.FT I"r,I/a" 6'-O" SEE FLOOR PLAN 18"WITH 24"MINIMUM. $ MIAL r.cnNO PITTmr, OVER 105OFT V.ME" 4'_0" FOR SIZE d Ion TOT IDE CATION C� IMF$REPR ECEe LION WARP FAS ENERS 1"MIN.. STROP 26 G. V RGENPY G IE.- R FLCw FULL LOUVER REFER M ELEG OWES. DOOR - 5'OR lFECIFIGATION9) LLME HANGER�� SEAL COL STRAP 1"22 G AIR FLOW ,4 FKaWITH�pO YL ET�1¢TL JAGKETAND STEEL WIFE REINFORDI_ WITH .-� �- M LINE FUEL TANG UL]008 n OOT TAPE / FIRE RATED,D 01_1 WALL V ROUND D3.DI FLEX DUCT. EMERC•ENC7 GENERATOR DUCTLLORK DETAIL SEAL JOINT WITH i"EPOxY I DUCT TAPE DNA.HOLES BOTH ENDS SELF TAPPING O SCREWS DIFFUS / �/( O O O '• FOR DUCTS OVER 48 / WIDE,TURN UNDER O O OATS BOTTOM OF DUCT AND LOW O =A5TEN FRE55URE TYPICAL DIFFUSER CONNECTION DETAIL D-ucr �� FOR 1ENG NE EXHAUST PIPE n NO SCALE Nro. DUCT HANGING DETAIL eI IEET NITS M-9 �-FIRE RATED 1141-L SLAB, FOR FRAMNG OF OPENING REVI®ION SEE ARGHITECTUR4L �`/ DRAWING. COLLAR RAN� FAN BLADES B J I"MINIMUM OVERLAP BELT DRIVE EY.H.FAN id FOuT91DE 7vIDE FM I" FUSIBLE LINK(iYP To G ` 511FiY)Rf. MINIMUM CLEARENCE - -WALL ° ------ PLAIN"S"SLIP CONNECTION ITEM DESCRIPTION ON TOP AND 50TTO'I AND - DRIVE AND CONNECTION UL_RATED FIRE DAMPER LOUVERS— - - ON EACH SIDE(FOR (BLADE5 AWAY FROM RECTANGULAR DUCTS)OR AIRSTREAM) 5 O OPERATOR/4CTU4 iOR =_--_- SLIP CONNECTION WITH MASTIC(FOR OVAL OR O BLADE ROUND DUCT,) AGCE69 DOOR YO O DRIVE MECHANISM / / MOTOR RECTANGULAR ROUND OR 4 DAMPER FRAME FLAT oval DUCT O FAN GUARD / O 0 JACK SHAFT DAMPER e" 0 FIRE DAMPER DETAIL l� s) O SLEEVE N.T5, S/I"I STRAP (� O CORING lia" THICK xI"W �. �-( a MOUNTING ANGLES ATTACHED GLE OR CHANNEL GLv.SNi DUCT \ O EX.D TO WALL d TO EX.DUCT � CAULKING MATERIAL V \\\\ OUTSIDE— WALL PKG FLOOR O STAIRWELL PRESSURIZATION CALCULATIONS COMBINATION FIeE/SMOKE DAMPER DETAIL EF3 W N.T,5. HVAC:aA 4-15 x 9 x (0-40) (0.4) - (0,05)3/z 3/2 PARGING EXH.FAN DETAIL CENTRIFUGAL WALL EXHAUSTER INSTALLATION DETAIL. �+ NTS N.T.S. VsB 0.0751/2 C0.4) - C0.05) ] OUTSIDE AIR CALCULATIONS �I AS PER ASHRAE 62-89 E F15C-2001 W OP -0.40'' FAN SCHEDULE r� MAX. ELEVATOR LOBBY MANUFACTURER ELECT.SERVI DIMENSIONS WEIGHT W m AP MIN.= 0.05" FAN AND MODEL NO. RPM HP TYPE CFM a S.P. VOLTS/PWA4z WxLxH(IN.) LB8. REMARKS SONES AREA SERVED ® 00 TOTAL ELEV.LOBBY AREA EP1 GREENHECK/CU-075 1228 1180 DtRFC7 220 a 0,125" 120A/b0 I8XIaxI3 25 8-1/2"X 8-1/2"WALL OPENING 3.4 STORAGE AND ELECTRICAL ROOM �i FROM BASEMENT TO 571-1.FLOOR(2512 SQ-FT) V = 4313 CFM EF 3 GREENHECK/CW-075 1300 1/50 DIRECT 300®0.125" 120/1/60 18XI8XI3 25 8-1/2"X 8-1/2"WALL OPENING 6ID FIRE RUMP ROOM SB 2m PERSON.X 1000 5Q-FT ko 4500 GFM IS PROVIDED TO EACH 2512 /1000 X 20 = 52 X 15 CFM/P = 180 CFM OAI EF-3 GREENHECK/CW-060 1050 1/50 DIREC7 80.0.125" 12CA160 18XI8XI3 20 B-IR"X 8-1/2"WALL OPENING 7 STORAGE AND UTILITY ROOMS p I p mm CFM THRU EACH ^ STAIRWELL THRU SPSF-I AND 2 HP-BL,2L,3L,4L,5L EF-4 GREENHECK/05-121 1460 1/3 BELT 1500-050" 120/1/60 24X24X23 50 14-1/2"X 14-1/2"ROOF OPENING 33 OFFICE FLOOR BATHROOMS F-1 RETAIL AREA 280 CFM THRU HP-GL OFFICE NOTE RETAIL AREA(5052 5Q-FT) EP-5 GREENHECK/SP-B10 615 1/50 DIRECT 70 0 0.125" 120/1/60 12XI2Xl 12 W/GRILLE,4"h DUCT SM 1.9 RETAIL BATHROOMS DAMPER t WALL CAP 03 CFM/SQ-FT PEF-1 ABOVE SLAB MOUNTED ALL SMOKE STAIR PRESSURIZATION SYSTEM 03 CFM/SQ-FT X 5052 = 1515 CFM PARKNG GREENHECK/RBUMO-2L30-15 B20 1-1/1 BELT 8500 4 030" 208-230/1/60 36X38X52 355 W/CUF5ER DISCONNECT. 23 BASEMENT PARKING GARAGE DUCT DOWN TO 6"FFF W HAVE BEEN CALCULATED TO MAINTAIN A 300 CFM THRU EACH W/WALL MTD HOUSING GUARD, rr,, ,I HP-RI,R2,R3,R4,R5 P EF-2NG GREENHECK/SBE-21-30-LMOX 110 BELT 9200 a 025" 206-23011160 38X3BXI8 100 40"X40"WALL OPENING dO MINIMUM OF 0.05 W.Ca. ACROSS CLOSED DOORS GARAGE DAMPER DAMPERGUARp. 9.1 GROUND FLOOR PARKING I-y OFFICE FLOOR FOR OASP-I STARTER 0 DISCONNECT. W DUCT DOWN TO 6"FFF PEF-3 GREENHECK/SBE-21-48-LMIDX W/WALL MTD HOUSING GUARD, y TOTAL ELEV.LOBBY AREA PAWNS 483 3 BELT 28600 a 0,125" 208-230/1/60 56X56XI8 260 40.'X 40"WALL OPENING 23 2ND.TO 5TH FLOOR PAPoCING GARAGE DAMPER DAMPER GUARD. FROM 6TH TO 8TH.FLOOR(945 SQ-FT) DUCT DIISCONNNEECT. d, • 20 PERSON.X 1000 SQ-FT SPSF-I,2 GREENHECK/NUB-220-10 1002 1 BELT 4500•015" 208.23013160 31X18X46 389 UL-705 GEES EQ.SUPPORT GALV. 62 STAIRWELL PRESSURIZATION W A (15 GA)5X40XI2,DAMPER,WH. SMOKE EVACUATION CALCULATIONS 945/1000 X 2m = 28 X 15 CFM/1' = 285 CFM OAI Z OASF-I GREENHECK/RSFP-200-50 622 5 BELT 8600 a 115" 200-23013160 52X52X26 431 ROOF UL-105,STARTER+DISCONNECT. ROOF CURS GPI-52-G12 23 OUTSIDE AIR INTAKE FOR fp FOR OPEN OFFICE FLOOR BATHROOMS( 6 WC EACH OFFICE FLOOR) 33"X 33"ROOF OPENING OFFICE FLOOR VENTILATION 50 CFM X 4 = 200 CFM CAI X 3 FL = 600 CFM OAI UL LISTED FOR SMOKE CONTROL 19 OFFICE FLOORS SUPPLY Jj SESF-1 GREENHECK/60-515111-21 469 25 BELT 45000-2D0" 208-230/3/60 SSX112XS6 2100 SYSTEM,STARTER t DISCONNECT. FOR SMOKE EVACUATION THIS SYSTEM HAS BEEN DESICsNED FOR ONE FIRE 295 CFM THRU HP-61-,1L,8L 64"X 48"ROOF OPENING UL LIBTED FOR SMOKE CONTROL FLOOR IN SMOKE MODE- ONE FLOOR ABOVE AND TOTAL OFFICE AREA(11600 SQ-FT/FL.) SEEP-1 GREENHECK/44-BISW-21 585 10 BELT 23000.150" 208-230/3/60 18X1BX14 1540 SYSTEM,BTARTER t DISCONNECT. l6 OBI FOL ORB EXHAUST ONE FLOOR BELOW WILL BE PRESSURIZED TO 4B"X 36"ROOF OPENING MAINTAIN POSITIVE PRESSURIZATION RESPECT 1PE RSCN.x lmmm SO-FT UL-105 LESS EQ.SUPPORT GALV ESBF-I GREENHECK/5W5-124-7 62B 3/4 BELT 5200 0 0.25" . .200.230/3/60 31X28X46 546 51 ELEVATOR SHAFT PRES5URIZATION, FIRE FLOOR- 11622 /I000 X 1 = 123 X 20 CFM/P 2461 CFM OA (18 GA)5X40XI2,DAMPER,WH. 2500 CFM CAI EACH OFFICE FLOOR X 3 = 1500 CFM OPEN OFFICE AREA = 15628 SQ-FT TOTAL OUTSIDE AIR = 8385 CFM REQUIRED EXHAUST FANS CALCULATION 8600 CFM THRU OAS--1 NOTES: lO LOCATE A FASTENER WITHIN 2" OF Uj o FOR FIRE FLOOR ( 9 ACH) THE DUCT EDGES.LOCATE OTHERS VOLUME= 15,628 x 9-5' x 1= 148,466 CU. FT i ,\` 3 Q w<ILL AT EVENLY SPACED INTERVALS. 0 S UPS TOTAL AIR VOLUME=148,628 CU. FT X 9 = 22270 CFM 0 3" MAXIMUM DISTANCE TO SUPPORT — \ w O �W $ 60 A FIRE COMMAND STATION SHALL CONTAIN SHEET METAL DUCT SUPPORTED \`\ �� m < AT EVERY OTHER FLOOR 23,000 CFM IS PROVIDED THRU SEEP-1 I CONTROLS FOR THE ONE WAY FIRE ALARM SYSTEM 4 DUCT JOINTS TO BE LOCATED SUPPLY FANS CALCULATION 2- CONTROL FOR THE TWO WAY FIRE ALARM COMMUNfCATION ABOVE SUPPORT ` a SYSTEM- � \ GALVANIZED STEEL I I/2"xl I/2"xl/4" � FOR FIRE FLOOR AND ADJACENT FLOORS 3- FIRE ALARM SYSTEM ANNUMCIATOR PANELS. ANGLE PRESSURIZATION ( 6 ACH) 4- STATUS INDICATORS SHOWING LOCATION OF ELEVATORS \ Z_ gEB.L IN THE HOIST WAY AND SWITCHES TO SELECTIVELY TURN POWER © FLOOR SLAB ` \ VOLUME= 15,628 x 95' x 3= 445,398 GU. FT TO THE ELEVATOR ON OR OFF. TOTAL AIR VOLUME=445,398 CU. FT X 6 = 44,540 CFM FOLLOW SMACNA DUCT CONSTRUCTION 60 5- CONTROLS FOR UNLOCKING ALL STAIRWAY DOORS SIMULTANEOUSLY, STANDARDS o� 6- SPRINKLER VALVE, WATER FLOW DETECTOR AND FIRE PUMP DISPLAY \ 45,000 CFM IS PROVIDED THRU 5E5F-1 PANELS- L -1- EMERGENCY POWER, LICxHT AND El"IERCZENCY SYSTEM CONTROLS AND 45,000 GFM / 3= 15, 000 TO EACH FLOOR STATUS INDICATORS. r OATS NOTE- a- A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROL ACCESS TO THE VERTICAL RISER SUPPORT DETAIL CALCULATION ARE BASED ON OPEN OFFICE AREA PUBLIC TELEPHONE SYSTEM- N.T.S. AND WILL BE ADJUSTED TO EACH FUTURE OFFICES 9- GENERATOR SUPERVISION DEVICES, MANUAL START AND TRANSFER - AND CORRIDORS. FEATURES FUEL STATUS. sI�EeT REViBfON 'II rr�� C C CONDENSER WATER SUPPLY AND RETURN MODEL PCT-250 COOL INGi TOWS IR SCINLDULE PIPING SPECIFICATIONS H 12'-It" UNIT DESIGNATION CT-I E CT-2 NOTE_DO NOT USE SADDLES AT ANY PIPE SIZES CHANGES.PROVIDE PROPER PVC"T' LOCATION ROOF CONNECTIONS WITH BUSHINGS OF NECE55ART)PROPERLY CLEANED AND CEMENTED. PROVIDE HEAT TRACER FOR UNDERGROUND PIPES. OPERATING WEIGI-17,LBS. 6065 Fo T"-10" HANGER TDTLL NUMBER OF CELLS USE CLEVIS TYPE FOR ALL SIZES,PIPE 2"AND LARGER HANG AT 6'ON CENTER PIPE I h" D 13-0 AND SMALLER HANG AT 4'ON CENTER. SUPPORT ALL CORNER5 AND VALVES AT HEAT PUMPS. TYPE INDUCED-DRAFT,50T7LE TYPE. USE ALL THREAD ROD FOR HANGER5. WATER INLET 1 OUTLET B" FILL v 25(Pv.C.) CHECK VALVES: BASIN S STRUCTURAL MEMBERS FIBERGLASS REWFORCE POLIYECTUS PROVIDE CHECK VALVES AT EACH PUMP.(SEE SKETCH).CHECK VALVE SHALL BE FULL SIZE OVERFLOW DRAIN 3" w CASING FIBEREGL ASS REW=GRGED POLITEC US I o OF LINE,VALVES SHALL BE THE COMPACT SILENT TYPE EQUAL TO MUESSCO-W AP AND SHALL BE LL AIR INLET SCREEN P.V.C. f\' o SIZED FOR PUMP DISCWWER APPLICATION USE COMPATIBLE PVC SOCKET FLANGES. -------------------------------------------------------- MAKE-UP 1-I/4" 4ARDWARE STAINLE55 STEEL \il STRAINERS: Q USE GALVANIZED BODY STRAINERS WITH MONEL SCREENS SIZED FOR FINE STRAINING.PROVIDE D -- F WATER FLOW,GPM 530 BLOW-OFF OUTLETS AND PVC GATE VALVE OF COMPATIBLE SIZE.PROVIDE STRAINERS EQUAL O U WATER TEMP.ENT./LVG. = ?5/85 TO MUESSCO"Y"TYPE'151,125-ANSI DUTY. W W y,_m. AMBIENT TEMP.°F,WB 1S PUMPS: PUMHED EOUIE ,FT.O WATER 85 U liL ti PROVIDE RUMPS AS SHOWN ON PLAN APPROVED FOR SALT WATER APPLICATION.USE VERTICAL '^ 0 SQ. 12" CENTRIFIGAL DUAL AREA PUMP ARMSTRONG SERV.4392 6x6x10 15 HP AT 1800 RPM 350 GFM AT Vl TYPE DRIvE GEAR SPEED REDUCTION ® 80 FT HD.PROVIDE MECHANICAL SHAFT SEALS.MOUNT ON VIBRATION SHOCK PADS AND SECURE TO FBI r�H PUMP BASE. ty S 5Q. 24" NUMBER OF FANS SECTIGNS m PROVIDE FOUR PUMPS 10 HP GPM 15 FT.HD.PUMPS WILL ALTERNATE RUNNING SEVEN DAYS FAN WHEEL TYPE AXIAL FLOW W/RFP BLADES _ � AT A TIME WITH A TIMER CW'P' x _ P 10-T/8" Ij FA_N DIAMETER,INCHES 1'1C-�" H m O Y. 3 d MOTOR TYPE WATER FROOF/TEFC FAN MOTOR HP Q W C2 ---- z FAN MOTOR SPEED RPM IS00 Q FLN MOTOR STARTER TYPE ACROSS THE LING PUMP SCHEDULE DESIGN BASIS:ARMSTRONG SERIES 4302 _ O S-3/4" STARTER FURNISHED EY ELECT.CONT, SPLIT COUPLD VERTICAL INN-LANE VIBRATION w IF ELECTRICAL SERVICE LVAILABLE 208-230/3/60 IN50LATOR5 UNIT SERVICE TDH MIN Si. F"'1 U R.P.M. EFF.-'" H.P, vGLT/PH MODEL TYPE OPERATING WEIGHT 6965 LB No: TEMP-FE GFM Fi,WG DEFLEG. DESIGN MANUFACTURER PRCTEC INERTIA � - '' PI,P? 41 600 160 3500 TI .!E 20b/3/60 o+uti PAD ROOF 'F .r,:.. EACH PERIMETER SUPPORT 1141 LB. MODEL NUMBER PCT-250 a EXT.OIL SIGHT GA-C-E --- O-� 00 O cl cl CENTER SUPPORT w DIST.BASIN COVERS 1411 LB V --- GCNTROL PUMPS OPERATION THRU SWITCHO�:R TIMER FOR SEVEN DAYS CYCLE. O3 ._......_--------------------- ------ QU FLOW CONTROL VALVES YES rWk 00 V MOTOR HP. 15 LADDER 4 HANDRAIL YES(5.7.D' TYPICAL SPLIT COUPLED VERTICAL IN-LINE PUMP PIPING DETAIL N.T.S. A " a PUMP DIMENSIONAL DATA(IN,LBS/ P4 A B C D E F H or J SEAL Im bore Met cb Pump cb Illyt. P4 21- 8.15 ISb3 631 1263 I5.0 38.0 163 I]5 163 1.63 dE�O r�r 1"r"1 W ® Z U COOLING COOLING Cli CT-1 OWER COWER r, A / - -------------1 FLOW CONTROL VALVE SUCTION �+y z </ ___-_.._---.-------1�------>___ (TYP.) BY COOLING 4 4� 4. 4'� _C L B TOWER MFR ty0 8' CWS CWP-1 CWP-2 Ji -E \� CONDENSER WATER % �A}LJJ7- TREATMENT SYSTEM 8" CWR C�L��I—� / /i „" CWR " CWS 8" CWS f ° l 1 —J ao CWS �.Y. 8" EOUALIZNG u � r.iFW""1i N E �. E--B-- P f1 00 ---�� DISCHARGE � o 8" CWP j DRAIN VA VALVES O M 8" CWS 8" CWS - \ o j O U Z < w ° 8' Q < ¢ °o $ T T a T 1 1 COOLIG TOWER �' n SUPPORT LEG. 8" CWR H w z ANCHORING DEVICE 0 IBEAL 4'>U"LG.LOG.BOLT W/5HIELD A CONCRETE CWP-2 CWP-1 ro SUPPORT 8" CWR 8" CWS COOLING TOWER 1 CpOLIIVG TOWER ^_ FRAME FROM HEAT TO HEAT Al O O - PUMPS. PUMPS. �O 0 P t PUMP INERTIA PAD DETAIL DATE NTS. COOLING TOWER PIPING DIAGRAM -F Ix COOLING TOWER DIMENCIONAL DATA NTS COOLING TOWER DETAIL ®HEET �Z-11 Fi-EVISION • FAN SWITCH - (SEE DETAI�7) STAIRWELL PRESSURIZATION GREEN �G"T LIGHT GREEN LIGHT SUPPLY FAN#1,2 4500 CFI (M.25'' "¢T � ¢ RELIEF VENT#I 24X14 STATIC W/DISCHARGE DAMPER(S_D. IN I.NQ 1-lllq F, GREENHECK NPR-120 SUPPLY AIR CHASE TO SHUT AUTO AUTO _ a6r CFi 1 TO START OFF FAN IF SMOKE IS DETECTED) OPEN AT 0.25" W.G. SMOKE DETECTOR ("ON") ("OFF") MECI-1. ROOM Fs s FSD SEEFMI SESF°I GR D ESSF-1 SPSF-1,2 OFF AUTOSUP EX. 28X2 ON© 30X2, ROOF J ROOF / ROOF L5 POSITION SWITCH w lL 6" (4)44X44 E/D 54x74 9/D 1 GD DDAM'PERS CONTROL SWITCH � � 5200 GF1"1 PROV DE (2)44"X24" M oN cFF T 5UP Ex. (TTPUOwauITCH FIRE/ MOKE COMBINATION NTS H AND MOTORIZED DAMPER WITH ZONE*13 LIMIT SWITCH (TYP.J (+) ("ON") ("OFF") GREEN RED 8th FL 8th FL Sth FL LIGHT LIGHT 6" (2)44M4 E/D 54x74 8)D O _ GR qeD HAND-OFF-AUTOMATE I V -SWITCH W M EX/AIR ON oFF T P EX S/A CHASE H A O CHASE 52X36 ZONE"2 (-) 6OX42 (� 7th FL 7th FL (TYP- OFFICE FLOOR) EXHAUST/SUPPLY FAN SWITCH w 7th FL DETAIL02 ra 6" (2)44X24 E/D 54X24 SID NT`s GR !fD O 00 Q °7 0? M QN OFF T P EX � � _ ZONE#1 6th FL 6th FL (4) both FL SMOKE CONTROL SEQUENCE OF OPERATIONS F"'I DAMPER SWITCH NORMAL OPERATION a (SEE DETAIL#iJ MOTORIZED FIRE/SMOKE F..� DAMPER WITH LIMIT 1)ALL A.H.U.FOR CORRIDORS AND OFFICE FLOOR ARE ON. SWITCH(TYPJ 2)ALL MOTORIZED F/S DAMPER ON SMOKE EVAC.SUPPLY AND EXHAUST DUCT AT EACH FLOOR ARE NORMALLY CLOSED. W 5th_ FL 5th. FL 5th FL PKG. 3)ALL SMOKE EACUATION FANS SUP.AND EX.ARE OFF. H W 4)OUTSIDE AIR INTAKE SUPPLY FAN (CASF-1) IS ON,AND MOTORIZED F/S DAMPERS AT EACH FLOOR ARE OPEN. p, W 5)FIRE ALARM PANEL INDICATES NORMAL OPERATION FOR ALL ZONE. 4th FL PKC-r. W 4th FL 4th F z L 4 SMOKE EVACUATION MODE: GD }� PRESS. RIFF. SWITCH ACROSS UPON DETECTING A SIGNAL FROM ZONE SMOKE DETECTORS:. co 3RD FLOOR DOOR TO CONTROL 3rd FL PKG. a CAUTION LIGHT "ON". SUPPLY FAN VOLUME d MOT DAMPER AT RELIEF VENT. 3rd FL 3rd FL 2)ZONE A/C A.H.UJN THE ENTIRE FLOOR SHALL -SHUT DOWN. 3)STAIRWELL PRESSURIZATION SUPPLY FANS (SPSF-1 AND 2)ARE ON. n 4)SMOKE EVACUATION(EXHAUST AND SUPPLY FANS) ARE "ON"-AIR FLOW SWITCH CONFIRMS THAT FANS ARE RELIEF VENT#1,2 20X14 WITH MOTORIZED OPERATING. DAMPER 150 CFM (U 2n6 FL FKC " a o DIF. PRESSURE IN EX ESS OF 0.31" W.G. 5) IN FIRE FLOOR ZONE F/S DAMPERS AT SUPPLY AND EXHAUST 2nd FL 2nd FL SMOKE EVACUATION DUCTS SHALL OPEN. LIMIT SWITCH WILL U1 ° ACROSS ALL STAIRS DOOR WHEN ARE CONFIRM THAT DAMPERS ARE OPEN. H CLOSED). Q W a 5)AT ADJACENT FLOORS RESPECT FIRE FLOOR(ONE FLOOR ABOVE J e AND ONE BELOW)F/S DAMPERS AT SUPPLY DUCT SHALL OPEN AND O z F/S DAMPERS AT EXHAUST DUCT REMAIN CLOSED. w a GROUND FL LIMIT SWITCH WILL CONFIRM THAT DAMPERS ARE OPEN. Q ¢ a � GRD- FL GRD m. FL g 6)FIRE DEPARTMENT PANEL WILL BE ACTIVE WITH ALL CAUTION SMOKE HAS BEEN DETECTED ZONES IN AUTO OPERATION AND READY FOR MANUAL rL AND SHUT DOWN SUPPLY, INVESTIGE OVERRIDE. $ ZONE PRIOR TO OVERIDE. BEAL BSM. FL BSI-1. FL BSM. FL 51"COKE E VA Q,4T I ON SGHEMAT IG. ALL SMOKE EVAC./STAIR PRESSURIZATION SYSTEM NTS ELECTRICAL COMPONENTS SHALL BE FED FROM EM(EMERGENCY) ELECTRICAL SYSTEM. ®ATE T` FIGAL ELEVATOR TYFIGAL STAIR 0P6LCe SHAFT DETAIL(3 REQ'D.� ®FiEET M-1� ,REVISION GWP-I CWP-1 CT-2 e"CWS CT-I FOR PIPMG IN THIS AREA SEE DIAGRAM FOR CONT.SEE B"CWS SHEET M-11 THIS SHEET 3" 5th FL. 5 '"WR �4 A WATER TREAT 8"CWR O HP-5L W HP-2 3" H B" 1-1/4"CU16 4th FL. H GWR 3/4"GWS1CWR 2 1-1n CWS HP-1 1 CWR F'1 HP-1 Sth FL HP-4L 1/2"CW5 HP-BL CLLR 2-1/1" d HP-1 2-1/2" O 3rd FL. � I-IR"CU/S - 3/4"GWS/GWR � cjWR - z HP-2 HP-2 2" M CWS HP-1 y HP-3L I-I/4"CWS I-1/4"CWS Cane CUR 2 1/2" 2 I In CWS CWR 2d FL. HP-1 1th FL. H H 3" 3/4"CWS/CWR 'Z 1-1/1"CWS HP-1 3„ GWR 3" -I14" HP-lL HP-R5 I"CW8 I-I/2"CW9 CWR cWR W A 1-va^ 7 z HP-I HP-3L 1'--1 GV GC H1--R4 I"CW5 I In"cur, HP-2 CWR CWR 2-1/2" 'y cq I-I/4" L• HP-2 HP-R3 1„ "S 2" 1-1/2"CWS HP-2 CWR GWR HP-I 4„ GROUND.FL. 2-1/2" 1-1/4"CWS 1-1/2" CWR I-I/4"GU1S CWR Q a o 2" 1_1/1"cue ¢ o CWR HP-I fn HP-1 6th FL. w LL g 1-1/2"CWS NP I CWR 3„ 1-1/4" O S CW5 HP-6L HP-GL 1„CWS U) K w CWR CWR Q Q Q S S Q 1-1/4" m Q HP-I HP-R2 I"CLL5 d N cWR I-I 2' HP-2 I-I/2"CW9 CWR HP-RI I"CWS SEAL 141-2 CUR BSM.FL. 2.. C 1r. CUR HP-I 3/4"CW9/CWR 1-1/4"CWS CWR 3" HP-BL BATE FOR CCNT.SEE THIS SHEET -1/2^Gu18 CWR HPI CLUS/CJA FRiESEIR D«GfRAM- a NTS. BFlEET M-I3 ' ` FINTERCEPTOR - ----- ------ ------ -- ----- ------ ------ Qx. FRENCH DRAIN 13ASIN CONNECT TO ASIN(20,2115P.) PI TO CONNrc TO (W31 Opt, 4 AD FROM— FROM ABO | � ' ` | | / | | Rom C14 CRAIN STO, BATHROOMS S CURE E PIPE 70 ' UNDERINDE Or 1: 1 SECURE PI 10)) 4"AD FROM ABOVE 2"AAV OFFSET 6'6" AT WALL: SUMP UP CAL- ---- ----- - L TO 4-�AD FROM. CAPACITY,5 WP MOT ABOVE ABOVE L) r DATE 01 -- .. .. BASEMENT LEVEL PLAN ' c�� REVISION T I I I I J- - ............. _....._.-.. -_..__ .-.._._•_.---..----.---•.---_-- --- --- ---- - I I I I I ------------ ---------'-----------------------------------------------------------------------------�--------------------- d - - - --- :------:-_1:::::: --- --- - ------- �.... -- -- - 1 -------- - ------------------------------------------- -- II I I ---�- --- -- -- -- -I- p I i - I I I: I I � 1 V1 f,F'� :t'I:J` I I I 1' 4"R63 SP_ „J_L 4" /RWL 1 /RJIL 4"�2Dp/RL1L 4"RPSrt2WL 4"Rp/RIL 4"RD/Rll.L 5' RP I srd 1 (7563 SFJ'I: (2554 9FJ------------------ - ___ _________________.. 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(460 8F.) e5so Sri (516 Sri (555 Sr.) oA MATE 0, ol (21) J SECOND FLOOR PLAN SCALE:1/6"=1'-O" NORTH P_� REVIBION --------- ---------- ------------- ------------ --------- ------------ ------------ ------------ -------- ---------- ---------- ------------ ------------ ------------ ----------- ------------- ------------ ------ --------- ----------- --- O 4'.RD/RWL —4'RIP/RUL 4"1;2P/RM IF4'RD/RU& (2563 OF-) (25-54 Sr.) (1812 OF.) (22S4 OF.) 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V i,.: �T, w 4-AD jU3 ---------------------------- ------------ -------------- --------------------- --------------------------------------- ---------- ----------- 4 -------- --------------- ------- ------------ 7 -VATOR L /-4"11,41,DN- cl --------- ---- --------- ---- ----------------- ---- ----------- --------------------------------- F77 -------------- . .......-- -------------- ---- -- ---------- ---- --------------- --- ------------ - --------------- ---- ---- ---- ---------------- ---- -------------- -------- j I --------------- --- --------------- ------ ----- -- --------------- -------------- 4`DN.—/ ---- --------------------------------------- ---------------------------------------------- ----- ------------------------------ ------------------- ---------------------------------------------- --------------------- ----- --------- ---- --- ---------------- --------- --- ----------------- - ----------- 4"AD 4"A 0 CT, -------- --- --------------- --- --------------- ---- ---------- ----------- ----------- -- ---------- U� ---- ---- ----- -- - --------- --------------- ------------ --------------- - --- -- -------- -------- ---- ---------------- ---- ------ w E� - --------------- - ------------- -- ------------ -- ------ - ---------- -- ------------ --------------- ---- - - ---------- ----- --- ------- ----- ---- ... ------- ------ 4"DN. 0 m 5 U z "TO S RAGE 9 STOIR.4ar, ST ----------- ------- ------------ ------ ...... ------------------- 17- ---------- ------------- ------------- ---------- --------------------i - --------- --- ---- ------------- ......... --- ---------------- --- -------------- --- --- -- ------------- --- --------------- 6 -- !Hi��—----- -----0 ------------- ------------------------------------------ . -- -1 - . -- 1�0---If --. 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SEAL 4 1 (vn Or.) (461 Sr.) W�DN. 4"0580 SF.1 (516 OF-) w SP.) DN. F DATE7 O_0 FOURTH FLOOR PLAN SCALE; 09 oel 03 ------ ------ ------ ------ ---- ------- - ------ ------ ---- ------ -- ------ ------ --- ------ ---- ------ ----- ----- ------ ------ ------ ------ ----- ------- ------- ------- ------ ------ --- -- ------ -- ------ ----- ---- ------ ------ ------ ...... ------- ------ ------ ------ ----- C4"R1;141I /-4"RD/fRUL (2563 SP-) C255;4 SP-) (2066 SF 4 (1812 sr.) (2543 SP-) (2rso SP-) --------------------- ----------------------------------------------- --------------MW------------- --;Rw---------2� I ------- - ---------------- 6 F= ------- --------------------------------- ------- ----- ------- STAM'd — ---------------- --- ---- ----------------- ------------------ --- - ------ G E- ---------- /-4"DN. 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(2066 SFJ (2254 Sr.) (Lr,4315r-1 spj --------------- ------------- --------------- ----- ---------- ----------- ------ --- --- -------- -------------- ----------- --- ---------------- ---- --- ----------------- —----------- -------------- -------------- -- --- ----------- ---7- - ------ -------------- -------- --- --------------- F. STATJt ------ -- -------------- --- --------------- StAlk 2 ---------- --------- ------ ------- ------- - - ---- ....... --------- --------- ---------- ---------- --- ---------------- --- --- ------------- --- ---------------- --- --- -------------------- --------- --- ------------ --- --------------- --- --- ........ ---- ------ ------- --- -- -------- --- --------------- --- -------------- ---------- --- -------------- ---------------- --- --------------- --- ---- ---- -- --- ---------------- --- ---------------- ----------- --- ---------------- --- --------------- -- ----- --- ---------------- --- --------------- --- --------- 3L "T COLUMN OPEN, PTAN 3"SANL,N"CW CAP 12"AN= (TYP.Or 8) ------------ -- ---------------- ------------ ---------- ------------- ---- ---------------- --- ------------- ----------- -------- --- --------------- ------------- --- ------------ ------------- --- ---------------- --- ------ ---- --------------- ----------- --------------- ----------- -------------- F oc ------------ ---- ---------------- --- -- -------- --- --------------- ----------- (48 .......... .......... .... ....... W -AIIT ------------------------ --- ---------------- ------------- --- ------------- -- ---------------- --- ---------------- ---- ------------ -- -------------- ------------ ST,;: z -------- --- -------------- -- ---------------- --------------- -------------- --- --- --------------- -- -------------- --- -------- ---------- - ------- --------------- -------------- ------------- --- ------ ---------------- .... --------------- --- ------- -— --------------- -- -------------- 01. ---- ---- --- ------------------ OPEN.OFFICE PJAN. �2 o --------- --- -------------- -------------- -------------- ------------- --------------- --- LLI Am ------------- --- -------- -------- --- ---------------- ---- ---------------- D",- ------------ -------------- --- H, ------------- ------ ------- --- -------------- - --------------- --- -- --------------im AM------------ --------- ------- -- ------------- ----- -------------G----------------- ----------- --------------- uo) ------------ ----------- ------------ ------------ -------- ------------- ---------- - ------------ ............. ----------- ------------ ------------ ----------- ---------. --------- - ------------ ------------- ----------- --------- ------------- ------------- ---------- ------------- --------- --------- ----------- ------------ --------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------- --------------------------- -----------------------------------------------------------------------------------------------------------------------------------I ----------------- - ------ --------- ----------- ------------------------ - - - --- --- --- --------- --- ---------- - - - -- -------------- - -------------- -- -- - -- - ----- -- --- - - -- ----------------------------------------------------------------------------- -- ------- --- ---------------- --- ---------------- --- -------0 ll DATE 09 SIX THRU EIGHT FLOOR PLAN NORTH QCAJ,F:118'xF-0" REVISION 02 NI r-r) IV 1�1 —4"RII iF(42"2F?P /-4"W/FaLL F4-RDARUL (2br,3 54 SF-) (2066 SF.) 12 SP-) 134 ASZF')L (2E,43 SF.) (25-ag>SP.) ------------------ ------------------------------------------------- ---- --------------------------------- -------------------- ---------------- --- ---------------- -- --------- -- -------- ---------------------------::-� ------------- ----------------- -------- --------------------------------------------------------------------- . ........................ .7— ---------- ---- --------------- ---------- --- --- ---------------- ---------------- --- ---- -------- --- ---------- - --------------- --- --------------- --- -------------- --------- --- --- --- ---------------- ---------- --------------- --- ---------- ------------------- - ------------ ------------------------a-------------------- -------------------------------- - -------------------------------- STA R'll ...... r. �t----------------------------------------------------------- S'p, IR 2 ct • • ---------------- --- -------------- --- ------------- ------------ --- ------------- --- ---------------- -- - --------------- --- -------------- --- ---- -- ------------- --- ------------- J------------ -- --------------- --- ------------ --- --------- --- ---------------- - --------------- --- --------------- -------- --- ----- ---- -- ---- ----- --- ---------------- ------ --- ------------ --- ------------ -------------- CB 00 PLO 00 I'll��IIIIXI!,�Tll --------------------- ..................... ............ -------------- ---------------------------------- � FI.T-',',;AT-'Nq, MACIIINF-ROOM I- - ------------ -- --------- --- ------- ---------------- --------- ---- ----------— --------------- ------------ - -------------- --- 4----- --- -------------- - ------------ --- --------------- ----------- --------------- ---------- ---- ---------------- -------------- ---- -------------- --- -------- - --------------- ---- -- -- ----------------- ---- ---------------- ---- ------ --- ------ ---------- --------------- --- --------------- - ------------ --------- /0, 0-.4 Q'I TE,�111�, C3 1 "......... .................................................................... 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PARAPET WALL TOP OF SLAB 0 PARAPET WALL EL- - - -------------- ---------------- --- - ------------ --- ----------- ------ - ---- --------------- --- ------- -------------------------- ----- - -------------....... -------- ------------- -------------- - - -- ---- ---------------- ---- LU --------- -------------I . . - ::%.. - - ---- -- ................ --- ---- --------- ----------- ------------- F- ------------------ -------------- ------------ - - ------------------------.l-.-.------ < > ei fn ...................... ---------- ------------------ --------------- / --------------------------------------- A. D -------------------------------------1---------------------------------------- ------------------- -------------------------- -----------------------------------------* : --I--I-------------------- ----------- ---------- 1---------------------------------------- -------------------------- -------------- -- --- -------------- ---------- -------------- --- -------------- ------------------- ---------- --- ---------------- --- ---------------- --------- --- ------------ --- -- ---------------- ------------------------------------------ --------------------------------------------------------------------------- ----------------- ---------- --- --------------- --- ---:-: I - ----- --- ---------------- — :::" --------------------------------------------------------------------------------- --------------- -------------------------------------------- ------------- ------------------------ --------------- ------------------------------- ------------ ------------------------------------------------ ---------- ------- ATE L ROOF PLAA-N SCALE: NORTH Q REVISION - ELECTRICAL HUB 24"e MANHOLE FRAME W/SOLID SPGR 500M3-4 LID-HEAVY DUTY(TYP.2)"TRAFFIC.LID" 4"0 VENT.IN BAFFLE INLET--,__,, SPECIFICATIONS 3"vENT.corNN. m _ PUMPS REQUIRED 1 MANUFACTURER HYDROMATIC MODEL NUMBER SPGF500 PUMP SIZE 2" FROM STORM WATER LLET—/ z 6"MAX CAPACITY EACH(GPM) WELL LIFT STATION = TO SAN.SEWER WARNING LIGHT TOTAL HEAD(FEET) B BY GRAVITY IMPELLER DIAMETER ELECTRICAL CON OL MOTOR HP REQUIRED 3 4"INLET) 1 12 MM' —BAFFLE PANEL NEMA 3R 112 2"VENT WITH STAINLESS 304 STAINLESS STEEL STEEL BUG SCREEN SPEED (RPM) 1750 EE L O —AU XILIARY POWER (OPTIONAL) ELECTRICAL 220V/10 \ a D HOOKUP(OPTIONAL) L `4"OUTLET FTy 2"PVC BALL GATE VALVE Lt-7'. - . 15'MAXIMUM ON GRADE VENTING NEEDED. ELEVATION ELEVATIONS: H DISCHARGE ALARM �, C ELEVATION BOTH PUMPS ON SAND/OIL INTERCEPTOR DC Ct AIL 4" HUB(CAULK) LEAD PUMP ON BOTH PUMPS OFF N75 EH S.S. LIFT CABLE 2"UNION 2" CHECK VALVE S.S. LIFTING BAIL PVC SWING TYPE O {� 2"PVC SCHEDULE 80 In 0, FIBERGLASS BASIN- DISCHARGE PIPING I ' LEVEL CONTROLS W W BOTTOM WET WELL HEIGHT OR DEPTH w ELEVATION - 8-0" EXTRA DEEP W ACCESS FRAME HEAVY-DUCTY a� STORM WATER LUST WELL LIFT STATION O 00 NTS FLOOR-� SURFACE FSECURED COVER GASKETED AS$ Q? CLEANOUT PLUG PLUMBING FIXTURE SCHEDULE ' MARK TRAP FIXTURE HOT COLD 812E WITS uWB2 WAER WC 3" 3 - y" H M LAY y" 1 y" y" A ANCHOR PLUMBING GENERAL NOTES AND SPECIFIGAtIONS: SH 2" 2 , y" FLANGES 1-4 I L A SCOPE OF IWIdG SK 1y" 2` y" y^ 0 . WA"I 2" 2 THREADED COUNTERSUNK THE WINGS SHALL INCLUDE ALL PLUMB MG NEEDED F 7°.0-IOWA ON THE ��' DRAWINGS,SPECIFIED HEREIN MID/OR AS NEEDED FOR A COMPLETE DW v SW N/A y" GLEANGUT PLUG SYSTEM,INCLUDING BUT NOT NECESSARILY LIMITED TO: It"W/VALVE 4 COVER i. DOMESTIC COLD AND NOT WATER PIPING SYSTEMS HB - - VAC.BREAKER 2.SANITARY DRAIN AND VENT SYSTEMS 3.PLUMBING FIXTURES AND TRIM TUB UG.AG. 2 4.AIR CONDITICNING CONDENSATE DRAMS hr�1. W 5.PRESSURE AND TEMPERATURE RELIEF PROM WATER HEATER BD 2" 1i'�: 2 y" y" . 6.PIPING IN IO SULATN UG AG. r z 1.SUPPORTS AND HANGERS h;l 1) FIXTURES 70 COMPLY W/FBC 2001 PLUMBING SECTIONS COUNTERSUNK W B. ALL PLUMBING WORK SHALL BE PERFORMED M ACCORDANCE WITH THE LATEST 1091,603J 4 6043 SCREW 31'1" EDITION OF THE'NCE ITW THE CODE"AND LOCAL ORDINANCES 2) ANTI-Sr VALVE: LER GTH STANDARD AND M COMPLIANCE WITH THE"FLORIDA ENERGY EFFICIENCY CODE FOR (LONGER LENGTHS BUILDING CONSTRUCTION",AND"HRS"REGULATIONS. IN THE EVENT CF CONFLICT BETWEEN ANY CODE OR REGULATIONS.THE MORE STRINGENT ALL SHOLLERS d BATH/SHOWER COMBINATIONS SHALL A REQUIREMENTS WILL GOVERN. BE PROTECTED W17H A CONTROL VALVE OF THE COST) AT EXTRA PRESSURE BALANCE,THER105TS7IC MIXING OR COM- �1/ Z 2. CONTRACTOR TO VERIFY AT SITE THE LOCATION,ELEVATION AND SIZE OF ALL BINATION TYPE 8E7.HANDLE POSITION STOPS PER EXISTING LINES FOR CONNECTION BEFORE INSTALLATION OF ANY PIPING. MANUFACTURERS INSTRUCTIONS AT TIME OF INSTALLATION CLEANOUT DETAILS TO A MAXIMUM MIXED WATER OUTLET TEMPERATURE OF 120'F. '- 3. WDER!GROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINCUS N.T.S. COMPQND BEFORE COVERING FIXTURES 4. ALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS OR SHOCK ABSORBERS lARRESioR61.WASHING MACHINE SHALL HAVE WATER A rH HMMER ARRESTOR FOR BOTH OW 4 HW 5. ALL FLOOR DRAINS TO HAVE TRAP PRIMERS 1/2"LINE FROM THE NEAREST PLUMBING FIXTURE. 6. PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH THE APPROVED MATERIALS, SHALL HAVE SMOOTH IMPERVIOUS SURFACES AND SHALL BE FREE FROM DEFECTS AND CONCEALED FOULING SURFACES. ALL FIXTURE TRIM TO BE CHROME PLATED. FIXTURES SHALL BE PROVIDED WITH SUPPORTS,HANGERS,ETC. 1. UNDERGROUND WASTE LINES 3"AND ABOVE TO BE PVC SCH.40 AND SLOPE /B"/FT. PERFORATED CAP----` WASTE LINES 2"AND UNDER,AND ABOVE GROUND PIPES SLOPE•1/4"/'r'T. B. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY WASTE PIPING AT GLEAN OUT AND EVERT CHANGE OF DIRECTION,AND AT BOTTOM OF DIN TO CLEAN 0117 LOCATIONS D SIZES ON HORIZONTAL LINES SHALL BE ACCORDING t0 CODE. L o S. VENT LINES 70 EXTENDS"MIN.ABOVE ROOF AND FLASH WITH LEAD, DRAIN PAN O 10. WATER PIPE BELOW GROUND SHALL BE COPPER TYPE'K"ABOVE GROUND TO BE IS'MIN W ~�' f COPPER TYPE"L".OR APPROVED CPVG. NO JOINT5 ALLOWED UNDERGROUND, AUTOMATIC PRIMER VALVE Q w< $ WITH INTEGRAL VACUUM PITCH DOW) 11. PIPING BREAKER TOWARD DRAM (� �_ M °n A. SUPPORT ALL PIPE FROM SOId-ID PORTIONS OF STRUCTURE AND AT PROPER DOMESTIC WATER LINE CLEAN U Z m INTERVALS ACCORDING WITH CODE. � �w o B. PROVIDE SLEEVES FOR ALL PIPING PASSING THROUGH FOUNDATION SLABS OR Q 4 °o MASONRY WALLS,CAULK OPENINGS BETWEEN PIPE AND SLEEVES. 4"MIN m N C. WHERE EXPOSED PIPES PAS5 THROUGH FLOORS,WALLS,OR CEILINGS,PROVIDE 7 3 E5CUTC1-E CN06 FIRMLY SECURED TO THE PIPES AND OF SUFFICIENT OUTSIDE a y DIAMETER TO COVER THE SLEEVED OPENINGS FOR THE PIPES. PROVIDE I DRAIN LINE SHALL BE AT LEAST THE CHROMIIM PLATED ESCUTCHEONS M BATHROOMS. I �y"LINE TO TRAP SAME SIZE AS THE NIPPLE ON THE L DRAIN PAN 12. INSPECTIONS AND TESTS � FLOOR pRAIN A. CONTRACTOR SHALL BE RESPONSIBLE TO ASK FOR INSPECTIONS TO THE \ AUTHORITIES HAVING JURISDICTION,AS THE WORK PROGRESSES. ALL V. MIN SEAL SYSTEMS SHALL BE TESTED BY CODE AND/OR LOCAL REGULATIONS. �\ B. DRAINAGE PIPING:BEFORE INSTALLATION OF ANY DRAINS,THE ENDS OF DRAIN TO SELLER LINE SYSTEMS SHALL BE CAPPED AND ALL LINES FILLED WITH THE WATER TO THE TYPICAL G01lD�NSATE DRAIN TRAP HIGHEST POINT AND ALLOWED TO STAND UNTIL INSPECTION 15 MADE BY AN OWNER REPRESENTATIVE. 13. STERILIZE ALL WATER LINES WITH A MIXTURE OF TWO(2)POUNDS OF CHLORINATED LIME TO EACH 1.000 GALLONS OF WATER(50 PPM OF AVAILABLE CHLORINE). FLOOR DRAIN p�� ^ RETAIN MIXTURE IN PIPES 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER FLOOR I\ f-t BEFORE PLACING IN SERVICE. NTS 14. COMPLETE SYSTEM,FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN-SERVICF TEST AFTER COMPLETION OF THE INSTALLATION. 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F 6L_–L-0 F 7 r, 0 0 A n ----------------------- ----- -------------- ------------ iI ------------- ---------------------------------- CL U) Till w -------- -- --------------- --- ------------ ----------- ------ ------ --------------- --- ---------------- - ---------------- --------------- --- -- --------- -- ----------- ---- ---- .............. .... ---------------- ---- cl) L) g ST0T,,kGE III I. < < "TOTILAIG F, P14" 14 -------- -------- ---------- -- -I ------------ -- -------- - -------------- --------------- ----- ---------- I -------- - ---------------- -- ------------- --- ------ ----------- ------ - --- ------------- -- -------------- ------------------------------------------------------------------- ---------- --- -- ------ --- ---------------- --- -------------- w------- ---- -- --------- --- ---------------- -- ------------ am—------------------------------------------------------W------- ------------- ----------------- ----- --------------- - ---------------------------------- .......... ----------------------- ---------------- ---------- -------------------------- 10 SMAL (D L—M I ............... LL 0 THIRD FLOOR PLAN SCALE:1/8"=Y-0• � � �� \�/ \�/ \�/ � ! | ! T T T -� T - ' � / ' / � � � / . -_� -__ ' ---- ---- _--- -_�� / ---_ ��-- ---- ---- ' _--' ---- --'- ___ _-_ _--' ---- ---- -__' ��_' ---- .---- ---- ___ ---- �--- ��-� ! ! i ! | / | | ! ! i | � � / ' | | ! � ! � i � � / ' / / � � � | ! ! � | ! | � i | | | | | ! � . � ' / / � i � i � � � ' / / ' � � � ��-' - __-' - _--- - �� - ---� - ---� - --\�/ � /�� - ---- - ___� - `^ - ___� - ___� - _-\�� _ | ' ` | � /�\�� - ___- - ___. - ^-~ c� | - ---- - ---- - --(�) . ��_- - ___- - -__- - _ �z ' - ---' - ---- - --�4 L�/--� -� ----- - --�-- -� -- ----' - ----� -� --�� - L__� `�� - '_--' - -_-- - --- _� - '---- - _-_ - --�/�\ � � / / / / ' / / . `^ `~ �' `-' `-' `�/ `�/ �� \�' ~ ��»mu��m �u^�� u�� "^°^, ""-^°' &��| YIEVISION 0 o Q o o Q os C) ------------------ -------- ---------------- --- --------------- --- -------------- ---------------- --- -- ----- --- -------------- --- --------- --- ---------------- --- --------- ----------- --- --- -------- --- ------------ --- ---------------- --- -------- "Tt ----------------- —-------- ------------- -- ------- G--- lil cr O ---------- ----------- -- ---- --- --------------- -------- - ----- V, ------------- --- --- -------- --- ---------------- --- ------------- --- -------------- --------------- ----- ---- --- 14 --- ------- ----------- - --- ------------ - --------- --------------- ... t I I ----- ---- --------- L r5W ---------------7, 00 1. 0 -------- ------------------------------------ PLO 06 1 - --- llv Fl-L!^ll fL')-)H 14 -----------------------F 4...... ---- n- ----------0 F 0-4 clt ------------------------------------------- ---------- ---------------- --- 4-ij --------------------------------------------- ---------------------------------------------- VA' ------------- 0 0 --------- ....... -,o -------- -- --------------- --- -------------- -- ---------- ....... -------------- ------------- ----------- ................................................................................ ---------- ----------- ---- ----- ------------------------- MIF ------------ ----- -------- ---- F.". A .......... 04" ------------------------- -- ------------------ F (�- 0 t C)ii .--------------------------- 0- 0 P z W ELEVATOR ------------------------- --- -------------------------------- -------- -- --------------- --- ------------- -- ----------- ----------- - ----------------- ---- --- ---- ---------------- -ii--- -- -------------- -- ------------- --- ---- --------------- ---- -------------- - ------- ------ 10) -a ----------------------------------- --- L1141, --- ---------------- ---- -------------- - ---------- 11A A---- ----------------- F"" 1"A" 10) A —E 0 0 - -- - ----------------------- -------------------- - --------------------- Ili ------------------ -- --------------------- 4 94" F 9 LL-0 1 ------ ---- --------- ------------ -- ---------------------- --------- -------------------- < ------------- ........... ------------------- ---------------------------------------------------- -------------- -- --------------- ------------------------------------ ---------------------------------- ------------------- ---------------------------------------- ---------- ------------------------ ---------- Qlz� N < < • ii ii ------------ --------�. j -------- ----- ---- ------------ -------------------------------------- --------------------- -------- --- ---------------- --- -------------- --- ----------- -------------------------- - ---------------------- ----------------------------------------------------------------- ----------------------------------------------------------------------------------- ------------------- ---------------------- ------------------------------:-:-:--::----:-:- --- --- ------------—----------------------------- ------------------- ---- -- - ------- ------- I- - ---------------- ---------- --- GEAL DATE oel. oi FIFTH FLOOR PLAN BMEET SCALE:11811=11-011 NGRTH REVISION O 0 41 ----------- ------------- ------------ ------------ ------------ --------- ------------ ------------- ------------- -------- ---------- ------------- ------------ ------------- ------------- ----------- ----- - ------------ ........ - ------------ --------- ------ ------------ ---- - ------------ -- -------------- -------------- ------------------------ -- ------------- ---- ------------ --- --------(D -10------- --- --------------- --- --------------- ---------- ------------- ---------- b PIPE 0, -------- --- -------------- --- --------- --- ----- --- PT4 - --- --------------- --- ------------- --- --------- -- ------------ --- -------_-- --- --- --------------- --- --------------- --- -------------- ------------ - ------------- --- -------------- --- --------•m -- -------------- --- ------------- --- ------- - -- ------- --- --- ------- --- ---- ------- --- ---------------- --- ---------------- ---m. --------------- --------- --- --------------- --- --------------- ---- ---- AY-OUT AT I _ 1 -1 . . OB FD. ith FLOOR sui OPEN, FLL rl.',NT I, AIN BRANC44 FROM 9z RS 5P FOR FLOOR&648 F ;LEFT SlOr S.P. 'k, 2V2" 9 F211," 9 'l,", rO• It+,FLOOR 9 9 R F2" 9 1 F F F F2 F F""" --------------------- -------- --- --------------- --- --------------- --- - ----- - -------------- --------------- --- --------------- --- ------------ -- ----- ---------- ---- ------------- --- ------ ------------ --- --------------- ------------- ---- ---------- � --------- ----- ----------1--------.- 1 : I - -Ii/--- ---------- --- --- --------------- ------------- 10 0, ;T-=� o mi T to - -------------- -- ----- --------- r77 - -------------------- -- --------------- --- - --------- ------------------ cl -------- --- ------------ -- --------------- --- --- -------------- ---- --------------- --- ------------- --------------- -- ------------- ---------------- ------------ ....... -------- ----------- --- -------------- ---------------------- ------------- --- -------- --- -- ---------------- -- --- --- ---------------- --- --------- --- ---------- - --- ---------------- --- ---------------- --- 114 — .-— --- -------------------- ------- CcD V V14 ti 0 EN 6'1::1\P C6 o 2 ------------- - ---- ---------- -------------- ---------- ------ --- ---------------- --- --- Lu 10-------- --- ------ ------------ --- ----------- ------------- --------------- ---------- L) < (L w ------------- - ------------ ----------- ------------ ............. ------------ __-.---.--. ------------ ............. - ----------- ------------- ------------- ------------ ------------- -- ------------- ............ ------------ ------------ ----------- ------------- ------------ ----------- ------------------------------ ---------- -------------- - -------------------- --------- ------- --a------------- -------- - ----------- ---------------------------------------------- -------------------------------- who El --------- - --------------- --- --------------- ------------- -------- ---------------------------------------- ............—------------------------ -- --- --- ----------------------------- ---------------------------------------------- ------------------------ --- -----------------v ------- --- ---------------- --- -------- -- ---- -------- --------------------- ---------------- -------------------------------------- r DATE 10, SIX THIRU EIGHT FLOOR PLAN BEET SCALE: NORTH REVISION (D 0? rT4 ------------ --------------------------------------------------------------------------- ------- - ------- ---------------------------------------- ---------------------------------------------------------------- ------------------------------------------ -------- ------------------------------- ------- ------- ------------ ------------------------- ------ --- ---------------- ----------------------------- ---------------- ---------------- -- --- ------- ------- --- ---------------- ---------------- ---- ------ ------ --- ---------------- --- ------------------ ------------------- ----------------------- ---- ------------- --------- ----------- - ----- 4 -------------- -- -------------- --- ------------ 0 ------- --- ---------------- --- ---------------- --- ®r, --------------- --- ---------------- --- ----------- ---------------- --- ---------------- --- ------------- - --- --------------- --- -------------- -- ------------- ---------- -- ---------------- ... ... ------ --- ----------- --- --------------- --- --------------- -------------- --- ---------------- --- ----- ------ --- --------- --- ---------------- --- -------------- --- --- ------- --- PLO T ------------------------ ii ............................[::I---------- ----------------------------------------------- 9z F.I,F.VAT-M? MACHIN ------------- ---- ---------------- ---- ----------- - --------------- -- ------------ --------------- --- ------------ --- ------------ -- ----- --- --- --------------- --- --------------- -- -------------- ----- --- --- --------------- -- ------------- --------------- ---- ----- ------- ---- ------------- ---- ---------- -- --------------- --- ---------- -------------- ---- -------- --- -------------- ------ -- --------------- --- --------------- ---- --------- ------------ - ----------- Ll El...................................... El C1 ------------ ------------- --- --------------- ------------ - -------------- - --------------- --- ----- --- --- --------------- --- ---------- ---- ------------ ------------ ---- ------------- --------------- --- --------------- ---- ---------------- Iz-1 --------- --- -------- --- ----------- -- --------------- ---- ---------------- ---- I :;1 -- ----------- S"CONC. PARAPET WALL < ---------------- --- --------------- - - - ------------------ ------------- -- ----------------------- ------------ --------- --- ------------------- ----------- - -------------- ---------------- ------------- ----------- ----------- ------------------- -------------------- --- ---------- -- - ----- -- -------------- --- ----------------- ---- ------- - --- ------- -------------------- --- ------------------------ ------------------------------------------ - - ------------------------------------------------------------------------ ------------------- ------------------- U) C) < < U) JII ------------- ----------------- d,11 -11T, ------------------------ j I D I C Ti - ---------- --- ---------------- --- ------------- --------------------- ------------- IBM-------------- ---------------------- ------------------------------------------------------ -- -- -------- - ---------------- ---------------------------- ----- a - --------------- 0------- --- --0- ---------- :--��-�---- --------- ---------------------------------- ----- ------------------- - --- ------------- --- ------ --- ---- ---------01 -------------------------------- -------------------------------- ---------------------------------------------------------------------------------------- ---------- ------------------- ---- --------- --- ------- -------- ...................--- BEAL -------- --- ---- C(Hl ATE 0 0? D ROOF PLAN -SH-E E-T SCALE:11F"=I'-O" REVISION HAR 6 JOCKEY PUMP 0 GENERAL NOTES. HAIR, 'DISCHARGE i SYSTEM DESIGN,FABRICATION AND INSTALLATION TO BE IN OS Y VALVE I _7� _ ACCORDANCE WITH NFPA 13,STATE AND LOCAL CODES. W/TAOP SAW SUPPORT -- ---------------------- ----------------------------------- - ----------------------------------------------------- I - .5LICTION 2.ALL NEW FIFE TO BE ALLIED XL FOR I TO 2 INCH FIFE AND CHECI V LVE BLACK STEEL SCHE RULE 10 FOR 2", AND LARGER. I'D V LVE---- 3 ALL HANGERS AND MATERIALS TO BE IN ACCORDANCE WITH G NFPA S-FARA'2&. , � CONTROLLER A.ALL FIFE TO BE FLUSHED IN ACCORDANCE WITH NFPA 13. 5.ALL PIPING SHALL BE HYDROSTATICALLY TESRED TO 200 PSI gEARRING AGAINST TRENCH ALI,5 6'PIPE TO FLOOR BE FO BY-PA E 5 A FOR TWO(2)HOURS. 'DOMESTIC & SPRINKLER SERVICE. 2 TY TRAPEZE e,ALL MATERIALS SHALL BE NEW ANC'UL LISTED FOR FIRE ROLLER 44NGEF�_ FIRE PUMP 1.FIRE STOP ALL PENETRATIONS OF 51-10<E/FIFE WALLS,CEILINGS C) AND FLOORS, OTX ROON1 S.ALL CONTROL VALVES 70 BE SUPERVISED IN ACCORDANCE WITH JDErE(- NFPA STANDARDS.PUMP M M_z 0 13. ALL TAMPER AND FLOW SWITCHES TO BE WIRED TO FIRE 4LaRM A cii 0 10.SPARE SFRIN<Lrr,LEADS AND WRENCHES SHALL BE FROvICEDS, IN 010 ACCORDANCE WITH NrF4 13. 6'PIPE FROM FL.BE ILO LOW FIRE PUMP-/ FD 12 a DOMESTIC WATER SEE SOH. BOOSTER PUMP 11,HYDRAULIC r-/%T4 PLACARD TO BE PLACED ON SYSTEM RiSER, TYPICAL THRUSTARMSTRONG SERIES 6700 E5LOG<LIFTAIL, DUPLEX 2,2.8-15,95 PSI 125 ORA EACH 12.DESIGN CfRETERI AL ORDINARY H4Z4RD GROUP I FOR 4RE4, I---------------------------- C NO_IAL. N151L FLOOR• FINISH LIGHT 1,1ZA111 OFFICE AREA. 13..ALL SPRINKLER LEADS AND IN ELEVATOR MACHINE ROOrl,ELECTRICAL, ---------- -------------- ------------------------- ------------------------ -- ------------------------------------------------------------- FLOOR. "IFE tlEr-H-4NICAL 11ROON5 AND UNDER RAMP AT GROUND FLOOR SHALL BE PIP ----------------------------PIRE P JME�------------------ --- .......... ... TT`F1 SEE DETAIL PROVIDED WITH HEAD GUARDS, CONTROLLER5F-----------------------------------------------------------------------------------------------------_ THIS SHEET. 1099 ACKEY 14.TEF'IPER41 I URE OF SPRINKLERS HEADS SHALL BE ORDINARY UNLE55 44 PUMP CONTROLLER NOTED OTHERWISE. Pm, T'='�'E'T'5ET''_1'T FIRE PUMP DETAIL 15,UNDERGROUND PIPING 6H4LL BE]-_�UCTILES C46T IRCN,BELL AND SPIGOT 4UOW4 CIII AND C151.FITTINGS SHALL EF MLGH4NIC4L JOINT OF CAST IRON.FINISH UNDERGOUND PIPING WITH TWO�OGOATS I—E-L 1L. 51TUMA5TO FAINT. ----------- ------------------- - ----- --------------------------------------------------------------------------------------------------------- -- -------------------- FIRE FUME, MODEL GEM -51 M VOLTZ HERTZ FIA,15E T 00 T-RATING I& HOSE THREADS AT FIRE DEPARTMENT CONNECTIONS SHALL GONFORi FAIR BANKS MORSE WITH LOGAL.FIRE DEPARTMENT STANDARDS. C -1710 115 T110 100 20E,-230 &0 3 5� MANUFACTURE 6"5624 F 1-1.THE WORK THAT 15 TO BE DONE UNDER THIS CONTRACT INCLUDES 00 THE FURNISHING OF ALL LABOR,M'6"FEWFAL5 AND EQUIPMENTFERRi5 dl JOC<E,-PUMP FEES,NaFECTIONC.TESTS,SHOP DRAWING,HYDRAULIC CALCULATIONS 0 U.L. SYSTEM No: WL 1058 INSURANCES ETC REQUIRED FOR THE COMPLETION OF THE FIRE PROTECTION SYSTEM SHOWN ON THE DRAWINGS AND LISTED WEREND, STEEL/COPPER THRUGH A SLEEVE IN 2-HR. �11 GYPSUM WALL GOUNDEOS 10 300 3450 3 208-230 60 3 0_4 100 U ®R CR 2 18.THE DRAWING ARE GENERALLY DIAGRAMMATIC AND PRELIMINARY.THEY DO NOT SHOW ti F RATING= 2-HR EVERY BEND.OFFSET OR OTHER FITTINGS WHICH MAY BE REQUIRED FOR THE T RATING= 0 AND 1/4- HR INSTALLATION IN THE SPACE ALLOCATED.OR FOR COORDINATION WITH 1-4 L RATING AT AMBIENT= LESS THAN I CFM/SQ. Fr. OTHER TRADES.VERIFY ALL&FACE CONDITIONS AND DIMENTIONS AT (D FLOOR oR—LL--SLY L RATING AT 406-4 CFM/% FT. JOaSITE PRIOR TO FABRICATION OF PIPING AND INSTALLATION OF EQUIPMENT (g)STEELFI -A01AMSMALI_ER, 0 TYF.CHECK VALVE [DUT51IDE HOSE VALVE HEADER IF REQUIRED AND MATERIALS, HEAIIER)STEEL. ANNULAR—15—3/4 FRONT VIEW SECTION A-A. T'I'F.BUTT.VALVE W/TAt-IFER SWITCH CONCENTRIC,D15CHANGE INCREASER IS.ALL WORK SHALL BE PERFORMED BY STATE LICENSED AND CERTIFIED FRICTION HI"THICK MINERAL WOOL(1-1114——, PERSONNEL DTI_ CLS. i Y,VALVE W/TAMFER SWITCH(SEE E-20) 13 PRESS.RELIEF:TO OPEN SITE DRAIN, 20,FIRE FUMF5Y5TEM SHALL BE IN STRICT ACCORDANCE WITH NFPA 20 SIL E FIRES REQUIREMENTS.FIELD ACCEPTANCE TEST OF TH eT'&TEM SHALL BE TYF.TRAPEZE ROLLER HANGER ENCLOSED WASTE GONE, IN ACCORDANCE WITH CHAPTER 11 Or NFPA 20. r f 5O T' CONCRETE SLAB FIRE.f-UMF. 105 AIR RELEASE vALvE. 71 z 7 PILOT OPER7ED PRESS.RELIEF VALVE, 01 JOCKEY" PUMP TYF.TEE "R"RING. ECCENTRIC SUCTION REDUCER ROCP MAUI FOLD RING. 1. GYPSUM WALL ASSEMBLY(2-HR. HOUSEKEEPING PAID. /_2V, 211 x TYP. fN FIRE TING) IS OF THE Lo 2. PENTRATING ITEM TO BE ONE OF THE LOWING. A. MA)3MUM 16" DIAMETER STEEL PIPE. [)INERTIA FAD W/&FIRING ISOLATORS * B. MAXIMUM 4" DIAMETER COPPER PIPE. SIZE FOR TWICE THE PUMP WEIGHT, ROOF PIPE 3. No. 8 STEEL WIRE MESH SLEEVE. Z5 11 Oth FL ROOF HANGER DETAIL 4 MINIKUN 4-1/2" THICKNESS MINERAL WOOL FIRMLY COMPONENTS A T.S PACKED INTO THE OPENING. 1. PIPE SADDLE SUBASSEMBLY jtjI PL 5th RE. NOTE:HANGERS SIZE.TYPE AND SPACING '-__/'Ith FL SWALL.E5E IN ACCORDANCE LU,LI-FA 13. 5. 19NUMUN 1/4- DEPTH HELn FS- ONE FIRESTOP SEALANT. (STEEL) 6th FL I-- S. 14INBIUN 1/2"BEAD HILTI FS-ONE FIRESTOP SEALANT AT 2 2. SPECIAL REDUCER (2'NPT X \ 5th FL f th FL WALL/SLEEVE INTERFACE, 411STATAR NOTE: 1, DIAMETER F OPENING SHALL BE 3/8- TO 1 1/2-11 1/2 NPSM-M,I.) IF LANGER 5th FL W-T11L GERA,SEMI —1-1-11111TI-I 2-3/4- LARGER THAN THE DIAMETER 3 3. PIPE (2' STEEL) .1 FE &UFFOIRT C)ETAIL 4th FL. N3.5, HIVAG214 CENTRAL HORI—TAL VDEWALLA1MKLERE$1D5NTIALA 2. WHEN STEEL PIPE IS USED, ANNULAR SPACE 3'd rl_ .� = 0" TO 2-3/4". 4, COMPANION FLANGE (2*X6'D,I.) MODEL'A'-1 RE-1 5—WLERS AND THE T-RATING- 1/4-HR. ATTACHED TO CONCRETE FLOOR < ,-4th RE. < SPACE= 0" TO 3% AND THE T-RATING 0 —1—MODEL- .1-1—T 3. WHEN COPPER PIPE 13 USED. ANNULAR WITH EXPANSION BOLTS, �'�d FL MODEL— SIDMIALL SPRINKLERS. i0_HR I 3rd EL C6 OS4Y VALVE(W/TAMPER SW) 0 FOR TAMPER SUJ FLOOR MOUNTED PIPE SUPPORT DETAIL let rL q ELECT.RISER SEE i E-20,TYP. N.T S. DOUBLE Cl-I[DETECTOR FL4N',El) 0 ELL, FL 2ti" �, -2nd FL g ASSEMBLY. 0 :L L) INDICATING FLOW CONTROL w PIPE 5ALLZRDS VALVE 1/5UPERVIOORY SLU17CH.(SEE E-20) 2 U�'rm .2 21/2 Y,21,2 Y,4 FIRE W,� ,,ge. <1st FL DFARTMENT C-OMN CAP 4 C44AIR'rYP. r.Ar.R 1E.EL1111:1 ALL FLOOR B07�4 STAND PIPE 4"TXG NIPPLE FROM P OR ELECT. y TAMPER R "t L lei FL 2 VALVE L�t_A TY' CAP rL R STAND PIPE FROM 4"GROOVED CHECK GONG.FAD IF REC.D D r ii VALVE. CES 15�'OTHERS) 4''GAL V.PIPE v PEEL)MAIN TO SPRINKLER SYSTEM 16t FL_1" AUXILIARY DRAIN I"GLOBE VALVE.CEEE IF I - &FL. TRANSITION GASKET INSPECTORS TEST P GLOBE VALVE FIRE SPRINKLER STAND PI/PE RISIEF, TE.E 4.. 1"SIGHT GLASS NTS. UNION IVEIRAIS 01111rE[11511 LE EQUAL TO D18CRIARGE FROM SPRINKLER ORIFICE. PRESSURE DOES NOT EXCEED ITS FSI, DOUBLE CHECK DETECTOR DETAIL. NO PRESSURE REDUCING VALVES DETAIL OF FDC. 2 "FIRE 1405E VALVE. REQUIRED LUGS FOR SPANNER Vi DATE "READS AS APPROVED BY FIRE DEPT FIRE DEPT.CITY OF MIAMI V-t"-I","REDUCER WITH 1112"CAP AND CHAIN MANUFACTURES At-1E5-BAC<FLOW. /Y DRAIN RI�SFR MODEL 300065 SIZE: n STANDPIPE FIRE DEPT.CONNECTION BHEE-r $ SPRINKLER TEST 29,4iN DETAIL. 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PROVIDE ALL CONTROLS PEL4T5,SWITCHES Iii 5 z -------------- FOR 4 CONPLETr OPERATION INCLUDINr �-0-4 -------------- 5W T�HE5,ClVr.RCURRENT PROTECTION WITH .......... ........................ PINEL CVIERL04DS PROVIrE 7-D�Y TI,`lER LUITH PUMP 'II FBI M PUMP M CONTROL ALTERNATOR. FUMHP H 45 INDICATED ON EM-10 P4NEL MECH4NO4L rUrSe, COOP 1.4 H4 8 K M k,;I I N,TO.TOO --------------- --- --------------- - ------------- - ------------ -- --------------- -- --------- -- ------------- -------------- -- ------------ -- ------------- ----------- -- ----------- ----- -------------- -- ----------- - -------------- ------------ ---- ------------- ---- -------- -- ---- ---------- ---- --------------- - -------------- ---- --------------- -------- -- -- ------ ---- ---------------- ---- --------------- --- lk------- -- ------- TO F4L..14-L4'N.Gl.D. 0 ......................... ........... PF;Ev............................. 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CKT CKTB.4EAKE TOTAL WIRE AND WIRE AND TOTAL BREAKE KT CKT BREAKE TOTAL WIRE AND CONDUIT :A TRIP N0.NO. TRIP ? COTICUIT CONDUIT VA TRIP NO.NO. TRIP V.A CONDUIT LOCATION LOCATION CONDUIT v.4 ;RIP NO.NO. TRIP V.d CONDUIT LOCATION ELEVATOR 3"3/O THWN IeOD0 3P 3P 18000 3•3/O TIWN ELEVATOR 6TAIR6 LTG, "12-I/2"G BOO IP-20 1 2 F-20 600 •12-1/2"0 ELEV.PIT BASEMENT-STG. •12- /2"C 800 IP-2o 1 2 IP-20 IpOJ "12-I/2"C GROUND PARKING NO,1 18000 200 3 4 200 18060 2"G NO.2 (c> 800 3 4 600 STG. 1100 4 1400 d FL.Pd RKII-IG (�) (5p HP) 1BF✓Jp 5 6 IB0o0 J y (5o HP) 8pO 5 6 600 Ce) PARKING 1200 5 6 1400 3rd.FL. PANEL 6200 3P l 8 31 5100 3"3,11 DOMESTIC 6Or l 8 B00 ELEV.CARS tEM°.LTG. 600 � B 1400 4"3-1'reC B?00 100 9 10 100 5100 (N)-I 114"0 WATER BASEMENT PARKING 1200 9 IO BOO ELEV.R00n6 PLAZA LiG. 910 9 10 1400 5th.FL. 8?p0 II 12 S10O 915TEM GROUND 1200 II 602 TELEPHONE PLAZA LTG. 500 II 11 2F 860 HP-BL PANEL 16500 3P B Ia 3P I4P.0 JOCKEY 2nd 1400 13 IG 600 TELEPHONE -41h.STG. 1600 13 14 20 800 (B46EMENTI /••� "EMF" 1110-2"c 16S0o 200 15 16 20 14(90 3"12-1a"C _mF 3rd 1400 IS I6 LC4i BASEMENT/CRC VEST 2-4th.STG, 1600 15 16 3F 1-0 HP-GL 16500 11 18 1400 (3 40.1 4� 1400 11 1E 800 2-5th PEST BG5EIEIJT-STG. 902 IT IB 1800 I (GROUND FL? F"�I SPADE 3p 19 20 3F SPACE 5th IbO0 19 -0 VEST GROUND RECEPT. 900 19 20 1 I8cO O 21 22 PUMP ROOM 600 21 22 800 ELECTMEGH.2- a 23 24 MAIN ELECT. 5}h pEF-I 312-I/2"C 800 3P 21 22 3F B0O pEF-I 6DO 23 24 600 GENERATOR ROOM (IPx HPI 000 2p 29 24 20 86D 312-1a"C (115 HP) 25 26 SPACE 25 26 6 00 FIRE COMMAND BASEMENT LOO 1 25 26 BOO (B49EMEIJi1 27 26 21 28 600 FACP PEF-2 600 3P 2T 18 3P 1400 PEF-3 29 30 29 30 600 GEN.CONTROLS (I IJFJ 312-1a"C 600 20 19 30 2p 1400 3.12-1a"G (3 HP> L~y 31 32 31 32 6� GEN.HTR, GROUND 600 31 32 1400 2n6.FLOOR 1MG 33 34 33 34 600 SPARE HP-2L •12-UTO 800 IF 33 34 SPACE W 35 36 I 35 36 CO SPARE (2nd.FL.) 600 20 3S 36 • E 37 I3b 31 3B SPARE 900 IP-26F^aJ N 38 O 39 40 39 40 900 39 40 9�a dl 42 41 a2 900 41 SUBTOTAL 121,100 TOTAL•20 400(565AJ 15300 SUBTOTAL 6UBTOi AL jl�,40---TAL 24,600(6b4' I?,20o SLIS OTAL SUET— 1900 TOTAL.39,20011-1 2.Z— SUBTOTAL (� (1)ONE ELEV4T0R ONLY LURING EMERGENCY GENERATOR 0PERATIONI (a)ON TIMER W GENERATOR LOAD=149400 KW(415AJ • npnoeV PANEL °HA" 200AMLO 120/208V PANFL"P" 200A M.LO. O T 12oa0BV PANEL "M" 600A Mce. 3PH 4W PZ L7 EF iAl- 150,000 A1C) SURFACE MTD (6th.FLOORJ SURFACE MTD P3 H 4W (pUMP CONTROL) 5 RFA: M T BRANCH CIRCUITS BRANCH CIRCUITS WIRE AND TOTAL REAKERGKT CIT BREAKER rotaL CKT# DESCRIPTION C/&TRIP LOAD WIRE CONDUIT REMARKS sK WIRE AND TOTAL BREAKER C LP=4TION WIRE AND LOOATION gyp! _ LOCATION K GKT BREAKE tOTGL WIRE AND CPVDUIT v, TRIP NO.NO. TRIP 'A CONDUIT G ATION r CONDUIT v. TRIP NO.NO. TRIP V. CONDLLIT FEF-3 1400 3P 2 3P 1400 PEF-3 1 CWP - jP-175 120 3#2/0-2'C 40 HP z �' 13.000 3P 1 2 3P 18,22E 49/0,1"6 PANEL"H" 4"3/0-2"C 13,oO0 200 3 (3 HP) 3'12-1a"C 1400 20 3 4 20 1400 3.12-1a C (3 HP) - - - H M � I,WP - 2 3P-175 (120) ��2/0-2"C 40 HP n 2pD 16,000 GRD-?"G PANEL"P" 5yy FLOOR 14O 5 b 1400 4}yl,FLOOR 1,200 5 6 18,000 (PUMPS) PEF-3 144}0 2 CT - 1 zP-50 25 5R-3%4'0 7-1/2 HP 3F 1 6 IF-20 600 "12-Ia"c ROOF RECEPTACLE 10,500 3P 1 8 (3 HPJ 3.12-1a"G HOC 20 9 10 IP-20 600 SPARE 4 CT - 2 3F-5O (?5) 3#5-3/4'C 7-1/2 HP PANEL"HA" 4'3/0-2"C Io,50O 200 9 10 SPACE 3rd.FLOOR 1400 II 12 IP-20 600 SPARE 10,500 ;I 12 HF-51, •12-Ia"G eOO 2P 13 14 2P 1300 •12-1a"c HP-8L SPACE 13 14 SPACE Sth FLOOR Boo TOTAL 145 AMPS 20 IS 16 20 13Dp 8tLt FLOOR S 16 HP-41, 8©0 2P Il 18 1P 1300 HP-11, Il le 4yb,FLOOR 600 20 I9 201 11p,FLOOR 19 20 HP-31, BOO 2P 21 22 2F 1300 HP-61, H 21 22 3L L FLOOR e� -`O 23 2d 'p 1300 6th FLOOR W 23 24 NOTE a 61Li FL,TEMP LTG. 600 IP-?O 25 26 IP-20 600 6}p,FLOOR OF, ?5 ?6 1}p FL. „ 2l .L bOp 21 28 606 1}ry FLOOR DF. ONLY NG CWF &. CT PUMPS ARE Gyp FL. 600 2g 30 600 et_h,FLOOR OF. WORKING AT ANY R E TIME O W a9 30 (SECOND PUMPS ARE STANDBY) SPACE 31 32 900 6th FLOOR TOILETS _ 31 32 33 34 33 34 900 lyl}FLOOR TOILETfi A a5 " 35 36 900 8th.FLOOR TOILETS 6 3l 36 900 SPORE fD 31 38 - 39 4p 39 40 900 41 42 900 41 42 f 6UBT0T4L ISDOO I TOTAL=31,530(814) Ib 900 6UBTOTGL rI SUBTOTAL 10,100 TOTAL•124720(3464) 54,000 SUBTOTAL (e)ON TIMER 12O/"a PANEL 'IRII ISOA MLO )7pa08V PANEL "EMP" 2O0A M.L.O. 3PN4W (RETAIL) FLL9H nT.P- SURFACE MTC BRANCH CIRCUITS . BRANCH CIRCUITS LOCATIG.' WIRE AND LTCTAL a EA-E CK CK BREAKE OTAL WIRE AND Q m LOCATION LOCATION WIRE AND TOTAL BTRIP No NY.BREAKE v.AL WIRE AND CONDUIT V.A TRIP NO.NO. TRIP VA CONDUIT Q CONDUIT V.A TRIP NO,NO. TRIP V.A CONDUIT LOCATION LIGHTING "12-I/2"C 1200 IP-2o 1 3F 2100 HP / O SPSF-1 660 3P 2 3P 9300 6E6-I X TOILET LTG/FAN 92-I/2"G 600 3 4 30 2100 RI •/� OJ 3"10-I/2"C LU F LL 4 (I HP) 3^I2-1a"O 600 2D 3 a Ilo 9300 3.3-I s"C (25 HP) LIGHTING CFUT.) 12oD 5 6 2100 STAIRS 600 5 6 9300 ELEVATOR Q RECEPTACLES 500 B PACE Q u, 5P5F-2 602 1 S w 3P 1 8 3P 3900/ SEEP-1 (I HPJ 3"12-I/?"C 600 20 SC.p 9 10 F- g 9 10 60 3900 3'✓o-I"G (Ip HPl STAIRS 600 11 12 3900 9�' 1 I 12 O = W ELEVATOR SPACE 2 0 SPACE 13 14 3P Voc oA6F-I 15 16 Q W M 15 16 35 2100 3•IO-1/2"G IF HP) Q a o 11 18 2100 I1 18 m � 9 20 7 I9 20 SPACE 21 22 y 21 22 23 24 23 24 25 26 25 26 B 28 29 30 29 30 31 DEAL N 32 33 34 33 34 35 36 35 36 3i 38 37 38 39 40 39 40 41 4? 41 42 ErSUBTOTAL 5100 TOTAL=U'Occ(33A) 6,300 SUBTOTAL SUBTOTAL 3,600 TOTAL 49500(138A1 45,990 SUBTOTAL TYPICAL FOR EACH ®ATE •• IT•nmsv.T BMEET E-9 i REVISION ELEV. ROOM FIRE ALARM SYSTEM ` S H 0 FIRE ALARM CONTROL PANEL MODEL MXL-10 + BATTERIES r c MIN.TO F' H PAGE EAC MANUAL PULL STATION – MSI-113 RUDE S H SMOKE DETECTOR – MODEL #ILP-2/DB-35 ELEV. SHAFT. DUCT DETECTOR – 1L1-1B/AD-31/STA HEAT DETECTOR – MODEL #ILI–T HORN/STROBE – SERIES HS – ADA EIh FLOOR SPEAKER/STROBE–MODEL SM70-15/75(ADA) 8TH. FLOOR 4 F HS FS TS F SS F$ TS S s STROBE LIGHT– MODEL S-15/75(ADA) A INTELLIGENT MONITOR MODULE "C MIN,TO ABOVE NUMBERS BASED ON "PYP,OTRONICS EACH 5FAGE O a FIRE ALARM NOTES w..� 71H. FLOOR 4 f H$ FS TS F S$ FS TS S s EM-I<�ly ` �.� 1. ALL WORK SHALL BE IN BLE CODES. WITH NFPA-72 A, 72B AND 724 NEC ART. 760 J1 AND ALL LOCAL APPLICABLE CODES. 2. SYSTEM SHALL BE NON-CODED LOCATION OF DEVICES AS SHOWN. CONTROL PANEL e`' W Lei SHALL HAVE INTEGRAL BATTERY AND CHARGER TO BE USED IN CASE OF POWER — ;m FLOOR � x, FAILURE_ SYSTEM SHALL BE ELECTRICALLY SUPERVISED WITH TROUBLE ALARM. s 3. CONTRACTOR TO FURNISH SHOP DRAWINGS TO ARCHITECT/ENGINEER FOP, F s TH. FLOOR F HS FS TS F SS FS TS $ APPROVAL BEFORE INSTALLATION. - 4. ALL COMPONENTS SHALL BE U.L. LISTED FOP, NFPA-72. ` 0 5. SYSTEM SHALL BE POWER LIMITED. jr,T1 5TH. FLOOR F ITS FS TS F $$ FS TS S s 6. VISUAL ALARM PER ANSI A117, 1, 26 AND FLORIDA BUILDING CODE E CHAPTER 515.3 AND ADA. F� 6th FLOOR W 4TH. FLUOR F HIS FS TS ?FSS FS TS S s� cc ao 27 t o 1-]"E.C. T LU r 00 3RD. FLOOP. F HS F$ TS F SS FS TS S s SEE FLOOR PLAN Zj 7 pp O ' 2B LH 1A FOR EXACT LOCATION �{ M &NUMBER OF DEVICES arJO. FLOOR F H$ FS TS F $$ FS TS S s �1 z� )Z� to s W FIRST FLOOR r 1 GROUND 4 F ITS FS TS 4 F SS FS TS S s 4 RETAIL 4e�d F Hs F H5 F Hs LJ 1"rl IA �Fj lA PAINTED TELEPHONE BOARD 20 r W I"C MIN.TO EACH 5PACE w BASEMENT F H$ FS T$ F O F$ TS 5 5 FIREMAN'S PHONE 2 6 E (TYPICAL) A 2A h+i 2A 1A.26 6 ALLG N _ tA. 26 w_ e"-z4• n BASEMENT F ACP N T LEPR OTOR N STUB UP ELECT. TRASH TELEPHGNE CONDUIT ON BOiiOM r WIRE LEGEND (1) A6(CUJ LOCAT ONDUIT TOBP COORDINATE LEFT COWER CF TELEPHONE FLYWOOO t` A(INITIATING) -- 2/C #18(CU)-- 3/4" B(ALARM) -- 2/C #14 OVER 3/4° EM-18 TELEPHONE RISER ALL WIRING COPPEP. APPROVED FOR FIRE ALARM USE 1'179 TS TS TS FS ITEMS TO BE PROVIDED FOR TELEPHONE SERVICE SPRINKLER SYSTEM FIRE ALARM RISER I, 110 vac DUPLEX RECEPTACLE 2. EXTENSION OF AN APFROVED COLD WATER PIPE M OF•v AXG TO COLD WATER FIFE. / 3. 4W r.E'H r S14"PAINTED TELEPHONE PLTU D. Q M 4. ALL CONDUITS TO BE EQUIPPED WITH PULL STRINGS. a Q ED � o ~ LL U 5 Q w 5 E U � � ()U z q Q Q > o Q o m y m ®EAL DATE amsrr BTMEErtrtT,, REVISION ELEVATOR MACHINE ROOM 50 50 fbEE NOTE V PUMP CONTROL PANEL sHl'r 3450 MOM ELECTRICAL NOTES THUN(CU)-2V,'C t I. ALL ELECTRICAL W W SHALL BE IN ACCORDANCE WITH THE I NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL CODES. S. MATERIALS,APPLIANCES,DEVICES AND EQUIPMENT BOR SHALL MEET PNL WITH THE REQUIREMENTS OF UNDERWRITERS'LABORATORIES AND 3P2 1 2. COORDINATE ELECTRICAL SERVICE W/FLORIDA POWER AND LIGHT SHALL BE NEW AND THE LATEST STANDARD PRODUCTS OF MAWIFAC- P CAB WTH COMPANY. TUBERS REGULARLY ENGAGED IN THE PRODUCTION OF THE ITEM, 7 6HLNT•TRIP 3. ALL tELEPHONE RELATED EQUIPMENT PER TELEPHONE COMPANY UNLESS OTHERWISE INDICATED.LIKE ITEMS SHALL BE THE PRO- M SPECIFICATIONS. DUCT OF A SINGLE MANUFACTURER ROOF R -�-' o o AILJ 4. PLTANCIF AS BETTFORTH BY STATE OF FLORIDA STATUTES MODEL UNLES OTTHEWIISE NOTED ONPLANS.PROVIDE�GROUND CONDUCTOR ❑ ❑ ...... _..._ ENERGY EFFICIENCY CODES. PER NEC 250-95.THE USE ROMEX 18 ALLOWED. A TAP A O O TYPICAL SPACE(2000 SF) 5. THE CONTRACTOR WILL EXAMINE THE JOB SITE AND DETERMINE FOR 11. LOCATION OR OULETS IN ELECTRICAL DRAWINGS IS DIA6RAMI- IO: ~ HIMSELF PRIOR TO SUBMISSION OF BID EXISTING CONDITIONS. CHECK MANUFACTURER'S DRAWING FOR EXACT LOCATION OF OUTLETS. ❑ ❑ POWERG 5W/SF 6. ALL ELECTRICAL WORK SHALL BE PEFFOFIMED BY A LICENSED 12. CIRCUIT NUMBERS SHOWN ARE FOR CALCULATION PURPOSES ONLY. O BOX O O ELECTRICAL CONTRACTOR IT WILL BE HIS RESPONSIBILITY TO ACTUAL GIRGIITMG MAY VARY ACCORDING TO NEC AND BFBG A/C 8W/SF ELEVATOR CONTROL SECURE AND PAY FORT OR ANY PERMITS,GERTICATES OF INSPECTION, ❑ ❑ SELECTOR PANEL FOR AS REQUIRED. PROVIDE PANEL SCi-EDULE AFTER COMPLETION. O O TOTAL - 16W/SF EMERGENCY OFERATILN 1. SUBSTITUTE MATERIALS EQUIPMENT OR METHODS SHALL NOT BE 13. A/C EQUIPMENT WIRING,BREAKER AND RUSE SIZES ARE BASED ON ❑ ❑ MADE T TE RE APPROVAL CF THE ENGINEER IF THE USE OF A l 2000 SF x 16W/SF 32,000 W(89A) SUBSTITUTE REQUIRES B ANY CHANGE IN WORK-THE NECESSARY FOR TRACTOR EQUIPMENT SPECIFIED ON ORIGINAL CONTRA I DR,BREAKER ER I..I QI MEIN-2,4{ SUCH CHANGE WILL BE BROUGHT TO THE ATTENTION GP THE ENGI- TRACTOR 19 RESPONSIBLE FOR PROVIDING ALL WIRING,NAMEPLATE t•� MEIN-1�,5 AND FU9E9 SIZES IN ACCORDANCE WITH AK-EQUIPMENT NAMEPLATE METER CENTER N0.3 NEER AND P APPROVED,SHALL BE MADE AT NO COST TO THE OWNER REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, (Bfh FLOOR) LOAD CALCULATIONS NO. 1.2 BC 3 AS WELL 49 ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE. x CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA 8 x 89 112A F'NL B. CLEAN UP SUCH TRASH AND DEBRIS GENERATED D, THE WORK AND COST.HAGR CIRCUIT BREAKERS MAY BE USED IN PLACE OF FUSES.USE LEAVE COMPLETED O RE IN A GLEAN,UNDAMAGED,AND FINISHED NON-AUTOMATIC SWITCH FOR A/C COND.DISCONNECT.AWL TO NAVE ELF CONDITION READY TO RECEIVE WITHOUT FURTHER PREPARATION, BUILT-IN DI9CANNECT(COMPLY NEC 110-16) O ca-)' UNLESS SO SPECIFIED IN OTHER SECTIONS,ANY ADJACENT OR ABUTTING WORK TO BE PER=OR"IrD BY OTHERS. METER CENTER No.1 (TYP.No.I,2 4 3) Bth FLOOR W 120/208V 3PH.,4W Fy+l SYSTEM-120CA-22,000 AIG INTEGRAL RATING WITH: P� 1200A ❑ ❑ 1 3P-1200A TAB BOX TAP O O 8 3P-200A MAIN/I'IETER HA W BOX ❑ ❑ 0 METER CENTER No. 4 5th FLOOR ❑ ❑ ci O O 1201206V 3PH.,4W O cl SY5TEM-120OA-22)000 AIC ❑ ❑ INTEGRAL RATING WITH: METER CENTER NO 2 1 3P-1200A MAIN 5 3P-150A MAINMIET£R z Chi,FLOOR) M-2,4,6 n-T,9,n FBI M MEIN•141615 A _ a MEIN-13,15,IT @ I 3 P-400 A W 12mmA 0 0 A TAP O O (DOOM Alr-) 00 --L PNL W BOX ❑ 13 FIFff PUMP f F�1 z O O SMOKE EVACJ I 3 500 MCM iH"C"•3'C 3'6-I'r 3=6-I'C 310-N9'C A W ❑ ❑ F N S9URIZATION I / ° FANS MEIN 81012 Z. 15 E �7 RFP Nz9BMSrlc W A ❑ ❑ ' FIRE PJf1P CONTROLLER MID ATS. WATER ST z METER CENTER N0.1 6 ALTO 'IE gTRANSFORFT�RR 9L TAP/ z ci F co (6th.FLOOR) 3 P-5¢oA PUMP ROOM (1st FLOOR) n-IA3 (BOOM AJLJ &NOTCH R !...• ...-.. ....._ -..... ...... ...... ....... ...... ...... .....• ,..,._ ....1 PNL W 5I OF 5 6 FNL 4` MO'L 1110 GRID ...... ...... .._ ...... ...... .....- -..... -..... ...... -.-.., •..... .....- ..-... .-..... �.. ...... .....- ....-. _.� -...., E METER "HNN �"M� mm EM CNI I CENTER No.4 ° MEM J I 2 PANS OF FEIN-1,911 <5m00m A1GJ MCM a MAIN MAIN MAIN MAIN T"� "O 2 RNS OF 4 4500 MCM 3 P-400 A SEE NOTES 3 1 4 I L 1 OF(0m 2 OF b 3 OF 6 4 OF 6 O 12"x 12" THUN(cW-3'G(EA) G GE gRAroR LOADS Ld 1 1200 $PJO ❑ 3 P-600 A oo 0 1200 1200 1200 ZOO O O ( ) (50¢00 A1GJ FIFE PPM"-130 KW 3 MAIN ELECTRICAL ROOM 1st FLOOR 2RNSOF4550MOM vB(al 9TANDBYGENERATOR FIEFAP-I°sKw Q M L� ❑ ❑ P✓0 GRD.THW(OW 235 m I fn 3"C(EA) !150 KW) Z Q I )O O LOCATED AT FIE CAD ROOM O❑ ❑ c 15/0(CU)-3/4"C ! (SEE SH.E-2) LLJ 5 3 GENERATOR ROOM (1 st FLOOR) Q w r 7 i O F D 1 w 33 a (n U Z � 4 5 MOM GM 1NIWIU(C -3'O f.... .-..-. .._.. ...... ...... ._.., ....-. ..-... ...-... ...... -.._. .....- ...... .....• � � � > Q Q Q o NOTE: FEEDER SCI!EDUCE NOTES: �p g FEEDER 19 UNDE W ROUND I vERIFr 612E rW=)of ELEVarORB --3(UNDER BLAB).IN WA PER O ❑2 0 _.___3 RUNS OF 4'600 MCM TWIN(OW-4'C(EA) ARP AOJIUer ELECTRICAL m ISO'0. a h NEC 695-6A AND 230-6 U.Au c[xirROL PANELe AFE rm ee �4 _....2 RUNS OF 4'500 MOM TA).N 01.0.3"C(EA) ul.uerEn PoR Ire.wuu+noN �i 3. —0- HT—4 lETY III)UT4 —ml --Tom 3 RN6 OF 450E I-ICM n"(CW-3"O(EA) NON-.PARETELY DER .$I$— }'EC 4.PRO✓IDE 61C a GENERATOR PER 4500 MCM 11/0 GRD TNLLN(GLL)-315°C NEC Tom-0. DIRECT TO VAULT S.ELECTRICAL ELLIPMENT SHALL MEET SEAL 1 540(CU)-5/41G ENCASED IN CONCRETEc-3om-6(FTZOIECMON AGAwer coRaoaloNz � cr9 5 26°MIN BELOW GROUND LOAD TABULATION NO.IBE L04D9 MAN No I-112 A MAN No.2-112A 5/b'ND FEFC'1AD MAIN No.3-TQ A GROUND RDD CLLP(METAL) 11/0(CIl)-3 14"C 10 Fr.LONG = MAIN No.4-450 A BLDG STEEL FONJDATION MAN No 5-346 DT NJ I COPPER GROUND MAN No.6-565 A J LOADS(9 BAR a ELECT.ROAD OATS SHEET - E-11 PREVISION 455P.EVJ4TI0N5 ELECT'l-<lCLL LECzEND JEFFREY J. WEISS AC ALTERNATING CURRENT FLUORESCENT STRIP AFF ABOVE FINISH FLOOR AIC AMPERE INTERRUPTING CAPACITY ® FLUORESCENT LIGHTING FIXTURE - SURFACE MTD. LIGHTING FIXTURE SCHEDULE AMP AMPERE ATS AUTOMATIC TRANSFER SWITCH HJ WALL MOUNTED LIGHTING FIXTURE AUX AUXILIARY TYPE MANUFACTURER CATALOG NUMBER MOUNTING LAMPS REMARKS AV G AVERAGE EXIT LIGHTING FIXTURE BKR BREAKER ❑ 2'x2' FLUORESCENT LAY-IN Q A LIGHTOLIER, CBS232-VOLT4CE-SO GLR FLUSH 2X F032T8/835 WRAPAROUND CAB CABINET 2'x4' FLUORESCENT LAY-IN A CAP CAPACITY WRAPAROUND CB CIRCUIT BREAKER CEILING MOUNTED LIGHTING FIXTURE AE LIGHTOLIER CBS232-VOLTAGE-SO CUP EM FLUSH 2X F032T8/835 CKT CIRCUIT W/EMERGENCY BATTERY CLG CEILING O LIGHTING FIXTURE TYPE CL CLOSET GL B LIGHTOLIER LSW4232-VOLTAGE-SO GLP. FLUSH 2X F032T8/835 STAIR LIGHT COMM COMMUNICATION ® LIGHTS ON EMERGENCY CIRCUIT P GONG CONCRETE COND CONDUIT STAIR. LIGHT CONT CONTRACTOR EMERGENCY FIXTURE - BATTERY TYPE BE LIGHTOLIER LSW4232-VOLTAGE-SO BUR EM FLUSH 2X F032T8/935 W/EMERGENCY BALLAST CONN CONNECTION CT CURRENT TRANSFORMER $m MOTOR RATED SWITCH C LIGHTOLIER 8038CLW8242HV FLUSH 2X CF26DT/835 HI-=HAT DET DETAIL 20A,120/277 VAC SINGLE POLE TOGGLE SWITCH,SPECIFICA.TION GRADE 4'-0" 5 x DIA DIAMETER �O A.F.F. LETTER. DENOTES LIGHTS SWITCHED. 1/ 2PAR36 DIST DISTRIBUTION $3 THREE WAY TOGGLE SWITCH D LIGHTOLIER E118LT7W SURFACE SEALED BEAM EMERGENCY LIGHT/ BATTERY ON DOWN Fa 0 DP. DOOR 20A; 125V, 3 WIRE GROUNDING TYPE SPECIFICATION GRADE DUPLEX 11�� LIGHTOLIER LLNUP,W UNIVERSAL EXIT DWG DRAWING �C RECEPTACLE, MTD. 18' A.F.F. C - INDICATES COMPUTER USE) E SURFACE LED INCLUDED EL/ELECT ELECTRIC/ELECTRICAL 7 W/EMEP,GEhICY BATTERYh OA, 125V, 3 WIRE GROUND T'A'PE SPECIFICATION GRADE OUADRUF'LEY EF EXHAUST FAN �'W RECEPT. MTD. 18" A.F.F. EC EMPTY CONDUIT ryd, F LIGHTOLIEP, SURFACE PLAZA LEVEL EL CL ELECTRICAL CLOSET ZOA, 125V, 3 WIPE GROUND TYPE SPECIFICATION GRADE DUPLEX rr�� EM EMERGENCY RECEPTACLE G" ABOVE COUNTER (U.O.fV.) EMT ELECTRICAL METALLIC CONDUIT GFI GROUND FAULT INTERRUPTER G LIGHTOLIER WALL PLAZA LEVEL ENGR ENGINEER SPECIAL RECEPTACLE OF IVEMA TYPE AS INDICATED ON PLANS. W EWC ELECTRIC WATER COOLER - EXT EXTERNAL PROVIDE MATCHING PLUG H EXCELINE RLW200INGC RECESSED 1X 2COA21 INC ELEVATOR OF FLOOR MTD. RECEPTACLE IP/20A-120V.FD FEEDER PIT LIGHT FPL FLORIDA POWER. & LIGHT COMPANY 9 JUNCTION BOX FT FOOT © CLOCK OUTLET 00 NOT USED FC FOOTCA.NDLE A.F.F. T FLA FULL LOAD AMPERES TELEPHONE OUTLET. 18" .F.F, WIDEUTE RSPM-175-S-OV FLUOR FLUORESCENT TELEPHONE OUTLET, MTD 54"A.F.F. wm Oo SURFACE 1X 175W MH INCL PARKING LUMINAIRE GALV GALVANIZED TELEPHONE OUTLET, FLOOR. MTD. JE WIDEUTE PARKING LUMINAIRE GA GAUGE P.SPM-175-S-OV-FL SURFACE iX 175W MH INCL GA GENERATOR. DATA OUTLET _^ W/EM BATT AND FLUO REST,R GRD GROUND 05 SPEAKER, OUTLET H M G K HADCO PFW250-4 WALL 1-250W MH WALLPACK R GROUND FAULT INTERRUPTER HH HANDHOLE C� THERMOSTAT HOA HAND—OFF—AUTOMATIC O TELEVISION OUTLET H HT HEIGHT HP HORSEPOWER pe PULL BOX, SIZED PER NEC ❑ HTP. HEATER I= ELECTRICAL PANEL, SURFACE MOUNTED HID HIGH INTENSITY DISCHARGE ID SIDE DIAMETER. ® ELECTRICAL PANEL, FLUSH MOUNTED INC IN INCANDESCENT �e° SAFETY DISCONNECT SWITCH, 60=SWITCH SIZE, 3=NO. OF POLES, W IIV INCH a 40=FUSE SIZE, O=NOLI FUSED T 1 ,. J JUNCTION BOX h© MAGNETIC MOTOR STARTER WITH THERMAL OVERLOADS. IVEMA 1 ENCLOSURE Hr KV KILOVOLT COMBINATION MOTOR STA?.TER/DISCONNECT SWITCH PT, KVA KILOVOLT AMPERE ❑ TRANSFORMER — SIZE/RATINGS AS SHOWN I<W KILOWATT ® MECHANIC'ALLY—HELD LIGHTING CONTACTOR, SIZE AS SHOWN P5 LA LIGHTNING ARRESTER NEMA 1 ENCLOSURE LTG LIGHTING fj3 ELECTRICAL MOTOR - 3HF SHOWN QI LS LIMIT SWITCH LF LINEAR FOOT —F— FIRE ALARM CONDUIT LOOP r, A MH MANHOLE CONDUIT RUN-DOWN F+Yy�M Z MAX MAXIMUM MIN MINIMUM C'ONOUDIi RUN-UP MOB MAIN CIRCUIT BREAKER CONDUIT RUN-CONCEALED MFR MANUFACTURER. — — MOD MODEL CONDUIT RUN-EXPOSED MTD MOUNTED .�'v�. FLEXIBLE CONDUIT r NEC NATIONAL ELECTRIC CODE 'y NEMA HOMERUN TO PANEL - TICKS INDICATES (HUMBER OF WIRES. ALL WIRE SIZES ASSOCIATION i NOT INDICATED TO BE # 12 .4WG, LONG TICK INDICATES NEUTRAL, SHORT ti NC NORMALLY CLOSED TICKS INDICATES HOT NO NORMALLY OPEN OL OVERLOAD PA PUBLIC ADRESS SYSTEM PRI PRIMARY PWR POWER. RECEPT. RECEPTACLE REP REFRIGERATOR P./W RIGHT-OF-WAY Q M SEC SECOND d SH SHEET c SFBC SOUTH FLORIDA BUILDING CODE L LLJ _ SPOT SINGLE POLE DOUBLE THROW I-a SPST SINGLE POLE SINGLE THROW Q V $ STD STANDARD STA STATION SW SWITCH _ N U TEL TELEPHONE a a o UG UNDERGROUND Q 2 UON UNLESS OTHERWISE NOTED m N UL UNDEP.WRITERS LABORATORIES V VOLT a m VA VOLT AMPERE W WATT WP WEATHERPROOF SEAL GATE SmEET E-12 GALL 48 HOURS BEFORE YOU DIG IN FLORIDA PA VING, GRADING �c DRAINAGE PLAN FiBNIBI°" UNDERGROUND CONTRACTOR: • A. Underground Contractor shall comply with the Trench Safety Act, HB 3183, Florida Statutes, which incorporates, but Is not limited to, the following: I. OSHA Standard 29 C.F.R. Part 1926, Subpart P, Excavallon and Trenches. 2. Contract bids for trench excavations On excess of 5 feet deep) shall Include reference to the safety standards, written assurance of compliance, and a separate item Identifying the R'S THE U�WIr cost of compliance. r-800-432-4770 3. Adhere ro any spa<lal shoring requirements of the state or other , SUNSHINE STATE ONE CALL OF FLORIDA,INC. politic of subdivision. B. Engineer Is nor espansible for the afery of the excavation or design and cons fructIon of any shot Ing. _ S_00"00'00"W_ 200.00'_ _ _ _ --LANDSCAPE AREA 13.25 ..,__--LANDSCAPE AREA A PROP. 25' TRENCH PROP. 25' TRENCH � 13.75 13.75 13.52 O 13.52 C A b c ►a PLAZA a d' �4 a rn 13.75 a n � .d � � c 13.75 13.75 13.70 13.70 n 13.60 a. 13.50 13.60 13.60 13.70 c 13.70 13.75 13.75 STAIR1 13.7 e� C� I� ® ® AIR 2 ® GENERAL NOTES: project shall conform to City of South Y F+ BUILDING LINE ABOVE I. All materials and labor under the Miami Public Works Department, Miami-Dade County DERM and the 0 N I Florida De par foment of Transportation Standards and Specifications, 2. For site dimensIons and geometry see Slte Plan prepared by �. Charles H. Pawl sy, Architect. w 3. Elevations shown a e based'an N.G.V. Datum. LLJJ Li L9 4. Underground utility information is taken from the best available r ces, but should be verified by can"actor in the field with the o0 0 0 op proprlaie urlliry agency prior to commencement of any work. CONNECT PROPOSED STOP o' A.o. Existin W PIPE EXITING BUILDING TO oog utility Imes other than those Indicated in this drawing may be site. The contractor Is warned to proceed with caution with all ` NEW CATCH BASIN work. He is to make all possible astig atlon as to passible •7 unmarked ui lilty Imes. 5. Conir attar shall adjust any utility lids and/or covers in project 01 area to the finished O grade. p� 6. Any apparent discrepancies "I the Dlans and field condition shall be brought to the attention of he Engineer before proceeding with the O work. N1f) 7. Contractor shall notify the Owner's representative antl Engineer If -I N soil con ditlon encountered Is unsuitable for con sfrucilon.cFourthermore new O all existing organic materials shall be removed from bensoth areas of n z CD asphalt or concrete pavement and from proposed bul lding locoflons. ll.l B. The Contractor shall restore all areas disturbed by this nstructlon I I 0 /H'C' 3 o a aanauian equal ta, or barter man, rnar now existing. a ELEV. ELEV. ELEV. �u''0O Fa H.C. ILET nmn=T� 9. Typical Pavement Section: I.0" Type S-1 Asphaltic concrete surface course, 6" Ilmerock base FDRE N CROSS THRU/Pi.A7.A GOnuxnNn Il0 compacted to 98Y, of maximum density as determined by AASHTO T-180 L•/ ROOM and/or 6.0" concrete slab on well compacted sub-grade.CD 10. FIII shall be placed in 12" layers loose thickness, measured and Z 00 compacted to 95% of max mum density as determined by AASHTO T-180.(n Fill shall be locally acceptable and suitable for fill purposes The top 12" of till r ut under pavemnt base shall be compacted to 98%f ximum dens)}y as determined by AASHTO T-180.II. All seepage structures shall be French Drain with 15" perforated HDPE I4 W H.CH.C1 IS.D. I.II shall be usetl. Bottom of french }o De 15' deep and trench widen r OILETe r ILET to be 3'. Provide masonry plug at end of French Drain in art of pipe h+M b at 12. Back round Informlarion obtolned from Boundar Surve O Y Y Prepared by JH. Manucy, Inc. dated 08/16/1996.13. All signage and markings shall conform to the requirements of LEGEND Miami Dad< County, Florida. z RETAIL#1 RETAIL#2 PRO�8ED RETAIL.#A RETAIL#4 14. October water table as MINIMUM FINISH FLOOR ExIST1NC PAVEMENT per DERM W.C. 2.2A Is ar elevation 3.00 feet EV PROPOSED PAVEMENT 15. This property lies In Section 6, Township 55, Range 40,ELEVATION 13.75 6. T lsmpraperty0fest, loridazane x. T. O PROPOSED ELEVAOTON DUMPSTER PROPOSED CONCRETE AREA - . rl 0 PROPOSED ASPHALT PAVEMENT FLOOD LEGEND n 0 o I Commercial, Industrial --+-- RUN OFF DIRECTION ® O ® = EXIST. TYPE "F" CURB a GUTTER FOLIO: ADDRESS: 7211 S.W.62 AVE. 13.70 13.70 13.70 13.70 13.70 13.70 PROP. TYPE °F^ CURB a GUTTER LOT: 8-II BLOCK: I SU3DI VISION: REVISED POINCIANA PARK R/W 13.70 13.70- 13.70 00.00 O DRAINAGE STRUCTURE NUMBER PLAT BOOK. GAGE. MEETS&BOUND: N '00"E 200.0 „ 13.70 13.70 3.70 R/W .. ....- F F ROAD EN FROM ul ._.. .. ...._.. .... ......_ ....... .... ..... � .. ...... ..... .... ____ .... .._.. ...... .. .... -. ._... _. ... A CERTIFIED SURVEY PREPARED S LI N _ VD CROWN 0 -- .... ..... .._ ..... _... ..... .. ..... -; ... .... .... JACsuevsGOxslrwts Q w 3 A ELEV.: 1 ELEVATION WAS TAKEN BY: PL C.: 6231 �p 6' 22' - ' DRAINAGE PLANS SHALL BE ATTACHED (Ian A�I dus aA>a si-ee slA O MTH THE cerm/wAFSa 0=LU canna zcnaa AwaovAl.) (n U z ;0 MATCH NEW CONCRETE DERM/WC-SURFACE WATER MANAGEMENT STORNWATER PERMIT N/A U) fn SIDEWALK TO EXISTING SFWNO -ENVIRONMENTAL RESOURCES PERMIT N/A Q G x rn m CONCRETE SIDEWALK m EXISTING CURB e GUTTER TO BE EXISTING CURB a GUTTER TO BE TOTAL IMPERVIOUS AREA; 0.57 AC. UNDERCROUND PARKING:YES N REMOVED AND CONSTRUCT NEW 22' REMOVED AND CONSTRUCT NEW 22' CONCRETE DRIVEWAY APPROACH AS CONCRETE DRIVE W AV APPROACH AS *If xs,etaooveao8ru vtan ao cearlflc -ee Art- z PER CITY OF SOUTH MIAMI PUBLIC d Tn WORKS STANDARDS WITH 6' TAPERS PER CITY OF SOUTH MIAMI PUBLIC BASEMENT:YES/I� Q MATCH NEW CONCRETE REMAINING PORTION OF DRIVEWAY NOT WORKS STANDARDS WITH 6' TAPER Si SIDEWALK TO EXISTING USED TO BE REMOVED AND REPLACED REMAINING PORTION OF DRIVEWAY NOT HAVE THIS SITE OR OTHER PORTIONS OF THIS PROPERTY BEEN CRANTEO A CLOM2 OR CONCRETE SIDEWALK WITH CONCRETE SIDEWALK AND 2' USED TO BE REMOVED AND REPLACED CURB 8 GUTTER WITH CONCRETE SIDEWALK AND 2' FwAl-Lnn127(clrscl.ewe) = LOMP#: .. ... _,... CURB 8 GUTTER Loweet Floor EleYlincluding Adjacent Grade Elevation Catch Iiii Elisi SEAL L-zentAurken arose) Or-to as well or-etrucwrs) ALL -L PROP08ED 19.75 FT.Ni FT.NGVD FT.NGVD 0-0.. NGVD S.W. 62 AVENUE JERRY ZAMORA P.E. m CIVIL ENGINEER GATd P.E. No. 44207 E.B. 0006791 STATE OF FLORIDA 01/25/2005 . ........ ........ ........ ........ ......... ........ ........ ......... ......... ........ ........ ......... ......_ ........ ........ ......... ........ ........ ......... ........ ........ ....._. ........ ........ ........ ........ ........ ........ ........ ....... AMORA & ASSOCIATES, INC. erleer - - _ - _ _ _ _ _ _ _ _ _ _ _ ENGINEERING LAND PLANNING ' R/W R/W 11410 N. KENDALL DRIVE SUITE 302 MIAMI, FLORIDA 33176 13051 273-7801 FAX 13051 273-9514 r PAVING & DRAINAGE DETAILS PLAN DG NGT REVISION STRUCTURE TABLE Eo RIM FLOOR BAFFLES N0. TYPE ELEV. ELEV. NO LOCATION WI-6(L1 WI-6(R) 54" INLET 13.25 ICI 5.50 2 E 8 W 11/2"R R5-1 DIMENSION 1 TYPE �� ` SCOncrp e�Sedlon 0 � 2 v2° 0 18" SQUARE STOP 00000 PARKING BY ONLY p DISABLED R3-R1R) RED REFLECTORS PERMIT ONLY RI-I OW AWAY ZON 8 FINE TO $250.00 �� TRAFFIC SIGNS d WELD PLATE TO ASpha It TOpping—� L 12" A UPPER END OF BAFFLE SEE DADE COUNTY PUBLIC WORKS CRITERIA SIGNS ARE TO BE MOUNTED ON FLANGED POST PER DADE COUTY STANDARD a LIAICI°Gk bEee FOR ADITIONAL SIGN SPECIFICATIONS DETAIL R-18.1 04 1/2 OF IB"X PIPE W C°mpected 2'-0" cn b Subgrede TYP a WALL OF BASIN REFER TO NOTES 9 AND 10 ON SHEET G-Z _ 3"s3` ALUMINUM SPOT-WELD ANGLE COMt�ol=(J',(J' sC CTp=sl/_TI 3L0m FOR ADDITIONAL INFOR`IQT0N ANGLE TO BAFFLE PLATE 1 RE YE STRENGTH ENG 1't 5 PSI AT 28 DAYS. OPEN BOTTOM (Ox(v,IOXIm O ASPHALT PAVEMENT DETAIL 1117* WIRE MESH FLANGED POST PER �°I ALUMINUM ANGLE DADE COUNTY STANDARD ISEE DETAIL) / DETAIL R-18.1 BOLT TO WALL WITH 9'0• I� 1/2" DIAMETER BOLT C [7] ISOMETRIC VIEW — — — — — 3 s a 9 CV - FINISH GRADE TYP ALL FLOW ARROWS TO BE REVERSE ARROWS SOLID YELLOW REFLECTIVE FOR OPPOSITE TRAFFIC PAINT AS PER DIRECTION OF DIMENSIONS ABOVE FLOW BAFFLE DETAILS - 0 Ob WELL COMPACTED SU�lsRADE DIRECTIONAL ARROWS �I 95%COMPACTED DENSITY HANDICAPPED SIGN DETAIL A CONCRETE PAVEMENT DETAIL ^ a HAZARDOUS AREA FINISH GRADE WHEN DRAIN IS LOCATED I 6' 5.0' 6' EDGE OF CONC. UNDER LANDSCAPING AREAS 1:12 SLOPE 1 1:12 SLOPE CURB OR WALK FILL TO FINISH GRADE WITH FULL LENGTH of RAMP w CLEAN, SELECT MATERIAL. W wHEN N� o RnMa PROVIDE WHEN DRAIN IS LOCATED Z- 4155 rl 36"MINIMUM HANDRAIL TO BE UNDER PAVEMENT THE 12" aI 3 FRAME AND GRATE BRICKED TO V ^ INSTALLED ONLY IF LAYER BENEATH THE BASE > GRADE BY CONTRACTOR 4.29,2 DETECTABLE WARNINGS ON WALKING SURFACES p Co IS BY LOCAL SHALL BE STABILIZED TO A MIN LBR=30 #6 AT 6" C.C.E,W. r0 #6 AT 6" C.C.E.W. �2" ^I••�•II �y I ALL DETECTABLE WARNING SURFACES REQUIRED BY THE CODE NOTE: 1 SMALL BE GOVERNED BY THE REQUIREMENTS OF AMERICAN NATIONAL RAMP TO CONTAIN O STANDARDS INSTITUTE A117,1-1986. 8"s8" WIAXW1.4 W.W.F. 2.DETECTABLE WARNING ON WALKING SURFACES.DETECTABLE WARNING EXTENDING INTO FOOTING LINE TRENCH SIDES AND — �' TEXTURES ON WALKING SURFACES SHALL CONSIST OF EXPOSED AGGREGRATE BOTTOM W/ PLASTIC FILTER OAP' T T TACTILE WARNING AS PER 12" MIN CONCRETE,CUSHIONED SURFACES MADE OF RUBBER OR PLASTIC,RAISED FABRIC AND LAP AT UPPER B" STRIPS,OR GROOVES TEXTURES SHALL CONTRAST WITH THAT OF THE ANSI 4.29 �� YQ� #4 AT 12" SURROUNDING SURFACE.RAISED STRIPS OR GROOVES SHALL COMPLY WITH SYRFA CE MIN. OF 2" CLEARANCE Q MIN. -/2"sB-I/2" KEY WAY • FIG.40[Al AND IBI.GROOVES MAY BE USED INDOORS ONLY, WATER TABLE ELEV. 3.00 r, A FILTER FABRIC SHALL BE FILTER BACKFILL TRENCH WITH BALLAST ROCK PROVIDE "BAFFLE" -7 2" 4000 PSI CONCRETE C 28 DAYS FH^j z DETECTABLE WARNING SURFACE NOTES HANDICAP RAMP POLY FILTER X, FILTERWEA VE 70, WHERE PREQUIRED TYPE 11 CEMENT Id EXXON GTF-400E, MIRAFL 700X, BOTTOM ELEV. (-) 1.75 „ IF REQUIRED BELTON AEF 550W, OR ARMCO 1199 NO OTHER FABRIC WILL BE PERMITTED. INVERT OF STORM PIPE w NOTE: SEE ARCHITECTURAL PLANS AT 9.00 8^ N - z" FOR ADDITIONAL DETAILS TOP SLAB c7 PROVIDE INLET GRATE OR MANHOLE 5 AT 12" T FRAME AND LID PER PLAN /BRICK TO GRADE NOTES: BOTTOM SLAB AND WALL I. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15 FT. BELOW EXISTING POURED MONOLITHIC CELLS w/conc. GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE. 70 2. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO ALLOW 1 LAVER 5 AN. xwa To MEET FINISH GRADE FOR ININTIAL SETTLEMENT THAT MAY OCCUR. IF IT DOES TAKE PLACE, _ ASTM AI85 AND EXCEED.M./F C478 ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE BALLAST ROCK a2" SQUARE (STEEL AREA OF 0.12 SO.IN./FT. TO THE PROPER ELEVATION, SO THAT THE EXFILTRATION TRENCH WILL BE 3T Q SELECT FILL Q OUTLET COMPLETED IN ACCORDANCE WITH THE DETAILS. O_ p V, PIPE 2" 4' PEA ROCK�- w C6 O p 6., (GROUT AS BALLAST ROCK--" R FABRIC if "BAFFLE" WHERE ` REO'D PERFORATED H.D.P.E. WITH �5 EXFILTRATION TRENCH a w REQUIRED BY PLAN I`4" - INV.ELEV. 9.00 -3/B" DIAMATER HOLES Z AT 2/ 3/4" SPACING L)H 2 a 61 ay 2 5'-NO PERFO TION qF GASKET 0=W 1 1 y N CONNECTING BANDS (/� V 2 T BALLAST ROCK-/ ELEV. 1-I 1.75 REINFORCING BARS Q 6= T_ 68" SQUARE `-{ #4 AT 12" C.C.E.W. m TRENCH LENGTH SHOWN ON PLAN d� 54" STRUCTURE ;. 42" STRUCTURE 4 PAINT 6"RADIUI m�m 4'SOLID BLUE WHITE / ry TRAFFIC PAINT TRAFFIC WHEELSTOP PAINT 18" s 20" 27 3/4"s 35 3/4' 4'SOLID o WHITE D T TRAFFIC PAINT � � " MEAL I 1 o T P. 2.1 FRAME AND GRATE FRAME AND GRATE - 6" a SO 10 BLUE R 12" 4"SOLID TRAFFIC 2"R WHITE PAINT ASPHALT PAINT SPACE - /2"R" 20" TRAFFIC fL OF PARKING 16" x 26" 25 I/4"s 33 I/2" SEE SITE PLAN 12' 5' BASE J 4"BLUE WHEN ADJACENT SPACE HANDICAPPED SYMBOL MUST "t J IS FOR HANDICAP PARKING. JERRY ZAMORA P.E. • 25` x 35- 35 I/4"s 43 I/2" J BE BLUE IN COLOR � B DRIVE 4"WHITE IF NOWMANDICAP, CIVIL ENGINEER DATE USF #4105 USF #4155 PAINT: CHLORINATE RUBBER P.E. N0. 44207 ALKYDE FS TT-P-115 E.B. 0006791 TYPE III.FACTORY nm RBT MIXED,QUICK DRYING STATE OF FLORIDA 01/25/2005 NON-BLEEOINO COLOR e�se�oae CURB DETAIL USF #4105 USF #4155 n TYPICAL PARKING SPACES MARKINGS PER LOCAL CODE N N ZAMORA FRAME AND GRATE FRAME AND GRATE v 8 ASSOCIATES, INC. [78H TO BE INSTALLED ON 42" STRUCTURE TO BE INSTALLED ON 54" STRUCTURE ENGINEERING LAND PLANNING 11410 N. KENDALL DRIVE SUITE 302 MIAMI, FLORIDA 33176 (305) 273-7801 FAX (305) 273-9514 gEVIB10N CALL 48 HOURS BEFORE YOU DIG IN FLORIDA U TIL T Y PLAN + NOTE )NOT PART OF WASD APPROVAL) Underground utility information is taken from the best available ces, but should be verified by contractor in the field with the ' .pproprl0le Utlilty agency prior }0 commencement of any work. GENERAL NOTES: (NOT PART OF W.A.S.D. APPROVALI Existing utility Imes other than the Se intlic Otetl in this dra Wing may I. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL CONFORM TO THE be on site. The contractor is warned to proceed with caution with all MIAMI DADE WATER B SEWER DEPARTMENT AND SOUTH FLORIDA BUILDING CODE Work. He IS 10 make all possible to as to possible STANDARDS AND SPECIFICATIONS. IT'S THE IAWI unmarked utility Imes. 2. EXISTING UTILITY LINES OTHER THAN THOSE INDICATED IN THIS DRAWING 1-B00-432-4770 MAY BE ON SITE. THE CONTRACTOR IS WARNED TO PROCEED WITH CAUTION SUNSHINE STATE ONE CALL OF FLORIDA,INC. WITH ALL WORK. HE IS TO MAKE ALL POSSIBLE INVESTIGATION AS TO POSSIBLE UNMARKED UTILITY LINES. 3. ALL CLEANOUTS IN DRIVEWAY TO HAVE TRAFFIC BEARING CAP. SOOo00'00"W 200.00' 4. COORDINATE WATER AND SEWER WORK WITH MECHANICAL AND PLUMBING PLANS. A a I o .e a PT111 d a 4 .. I .d _ /� F�CIO d d C STANDARD AND SEWER V1 4 d A MIAMI DAD E WATER AND SEWER DEPARTMENT � AS PER STANDARD DETAIL G.S.0.5) d Aem.ler ,and labor under this Project shall be In sta 'd ordan<e with me requirements of the Mlam Datle Woler and Sewer Fi RTAIIil ® ® AIR 2 I Deportment and shall conform to the standard.and spe clficotlons GENERAL NOTES: (NOT PART OF WASD APPROVAL) F�e available and on file with the Department. Submit shop drawing far oil m atericls. I. A HORIZONTAL DISTANCE OF 10 FT.SHALL BE MAINTAINED BETWEEN WATER 2. Cover over water antl sewer force mains shall be 4'-0". AND SEWER MAINS, WHEN THE 10 FEET HORIZONTAL DISTANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERGROUND FACILITY CONFLICT,THE SEWER SHALL e� O N 3. All water main line valves shall be Installed complete with 10"riser BE CONSTRUCTED OF DUCTILE IRON PIPE WITH MECHANICAL JOINTS. pipes.nd No.3 or 53 valve boxes. Fire hydronis antl aery ice valves 2. A VERTICAL DISTANCE OF AT LEAST 18 INCHES SHALL BE MAINTAINED In be Installed complete nwith 6"riser pipes antl No.2 valve boxes. BETWEEN ANY WATER AND SEWER MAINS. THE SEWER SHALL BE DUCTILE IRON W SINGLE 20 FEET LENGTH CENTERED ON THE CROSSING IF THE MINIMUM VERTICAL a. All force main service co...lions Into p.....re Iran sml eslon mains DISTANCE IS LESS THAN 18 INCHES OR THE SEWER IS INSTALLED ABOVE THE IPA shall have o shut off valve antl check valve at 111°polnl of ehYl. WATER MAIN IREGARDLESS OF SEPARATION). S, All gravity systems shell be c,,,Ir,c led In a...rdonce with Departmenl 3. IN HIGHLY CONGESTED AREAS,WHERE EITHER WATER OR SEWER FACILITIES un dot's. ARE EXISTING AND THE SEPARATION REQUIREMENTS CANNOT BE MET,SPECIAL 6. All water meters will be Installed by the Mlaml Dade Water and CONSIDERATION MAY BE GIVEN SUBJECT TO A COMPLETE EVALUATION OF EXISTING O O O I Sewer Departmenl provlding the.ppr.prl.te charges have AND PROPOSED CONDITIONS. AD Ao A0 been Hydrant d. 4. THE MAXIMUM ALLOWABLE EXFILTRATION RATE OF GRAVITY SANITARY SEWERS r, 7. Fire Hydrant requirements)number and l.acatl.p shall Ir as requited CONSTRUCTED IN A PUBLIC WELLFIELD PROTECTION AREA SHALL BE FIFTY 1001 PIP by Oa J. County Flre Department or the pproprlote Fire Agency with GALLONS PER INCH PIPE DIAMETER PER MILE PER DAY FOR RESIDENTIAL LAND USE I� I Inat.11atl.ns In....rdonce w11h Department standards. AND TWENTY 1201 GALLONS PER INCH PER PIPE DIAMETER PER MILE PER DAY FOR 8. Contractor MUST colt the MDWASD Inspection Division to arrange for a NON-RESIDENTIAL LAND USE. pre-ect On.C meeting 48 hours prior to eropos�d start of conztructl.n. 5. FORCE MAIN SEWERS CONSTRUCTED IN A PUBLIC WELLFIELO PROTECTION AREA Confect one call teener ae hours prior to ..v non. O 9. Department personnel will Inspect all fa,llities approved b this SHALL BE EITHER DUCTILE IRON OR REINFORCED CONCRETE PRESSURE SEWER PIPE. Y THE DUCTILE IRON PIPE EXFILTRA FIE RATE SHALL NOT R GREATER THAN THE Department. All other requirements at the permltiing agency shall be ALLOWABLE LEAKAGE RATE SPECIFIED IN AMERICAN WATER WORKS ASSOCIATION 44 06 In.ccord.nce with their,tanaaras and requirements. STANDARD IAWWASI C600-82i AT A TEST PRESSURE OF 100 POUNDS PER SQUARE O 0 10. Work performed under this Pr.lect will not be onside d as complete THE REINFORCED CONCRETE PRESSURE SANITARY SEWER FORCE MAIN EXFILTRATION ��[ until I1n.1 a ceptence of le Le system bye the Department end until SPECIFIED IN AWWA 0600-82 AT A TEST PRESSURE OF 100 POUNDS PER SQUARE C Ui L0 following d...menls ar,r elved end ppr...d by the Deportment. requlretl. RATE SHALL NOT BE GREATER THAN ONE-HALF(1 12)THE ALLOWABLE LEAKAGE RATE 7� O V - N 2. Contractor's l Waiver and Release of Lien 6. THE CONTRACTOR SHALL VERIFY NATURE,DEPTH,CHARACTER OF EXISTING 11``1`-••111 3. Absolute Bill of Sold UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 4. a. Contractor's Letter of Warranty II.e.Leiter Agreement) T. ALL OTHER PUBLIC R PRIVATE TER A FACILITIES SHALL BE CONSTRUCTED w b. Develape is Contract Bond(l.e. h,.l ct Agreemenfl AT LEAST 3 FEET FROM ANY WATER AND SEWER MAIN AS MEASURED FROM THE r H.C. 5. -AS-Built"4 mil Mylor,24"x 36' showing specific locations, OUTSIDE BELL OF THE WATER AND SEWER PIPE TO THE OUTSIDE OF THE UTILITY ELEV. I ELEV. I ELEV. �'O ID' I H.C. 111A depth,,em.,or pit water radnges as I.e._by a nceneed 1 surveyor,.long with two 12)prints of the'os-bu11t"which have S. WHEN THE 3 FEET SEPARATION BETWEEN PROPOSED AND EXISTING LINE IS NOT I� FILE `J I been signed and sealed by a Registered Surveyor or Engineer .f POSSIBLE,THE CONTRACTOR SHALL HAND DIG OR EXPOSE THE WATER AND SEWER N IO PIPES BEFORE PROCEEDING WITH POWER EQUIPMENT EXCAVATION. CROSS THRUI PLA7,A co M I N a°ror'daew°a E....iorr lmee"In or lAllen'Ip oleeisll r water 9.IN NO CASE SHALL A CONTRACTOR INSTALL UTILITY PIPES, CONDUITS, C 6. H.R.S Letter oin Release requlretl°fore all water protect.. CABLES,ETC.IN THE TRENCH PARALLEL TO AND ABOVE EXISTING WATER AND CID SEWER PIPES EXCEPT WHERE THE CROSS. ANY DEVIATION FROM NOTES 6, 7,AND II All new c.nnectlans from existing Departmenl mains to be matle by 8 SHALL BE APPROVED IN WRITING BY THE RESPONSIBLE WATER AND SEWER Z I Oepariment forces ONLY. The Contractor to excavate al required UTILITY. I0 Iocationa,provide and Install materV with fittings,prior to 1.p. 10. A NON-RESETTABLE ELAPSE TIME METER SHALL BE INSTALLED AT EACH PUMP 12. An approved paving and dram°,.plan must be c,.bmltt.d to MDWASD TO RECORD THE TOTAL OPERATING HOURS OF THE STATION. 1 for all new subtlivlslons pr for to op or owl.i water end sewer permit plans, ICI / upon request. r W C/H.C. J H.C. 3 Unless otherwise sPecIlleQ all 1111,20 Inches and smaller/or......11...10 ^T'I g'OD.ET°p F,IT�rOILET I eA.Ung morns w1m°tapping aleev°..d tapping Iva w1n be Perfarmea by `erg s Departure 1 forces. Under n Irc,,st.nc,,.111 the Contractor be permit red ® `� ✓ I t° I.,axis ling mains In the°s U.range specliled above. O ' � I i I RETAIL ill RETAIL#2 LOBBY RETAIL#3 RETAD.#4 LEGEND z EXISTING PAVEMENT F7^-1 PROPOSED PAVEMENT to qEXISTING ELEVATION "AS-BUILT"REQUREMENTS IDS 0.51 PROP. 6" PVC AT THE COMPLETION OF ANY WATER AND SEWER JOB,THE CONTRACTOR F O SANITARY SEWER I 10.9 PROPOSED ELEVATION DUA PETER SERVICE LINE RESIDENTIAL SHALL SUBMIT: (n PROPOSED CONCRETE A."AB-BUILT"MYLAR 24'X 36'[MIN.4 MIL THICKNESS)FOR EACH AREA i.BEDROOM APT. PHASE. fool O PROPOSED ASPHALT PAVEMENT B.BLUE LINE(FROM MYLARI WHICH HAS BEEN SIGNED AND SEALED BY A REGISTERED SURVEYOR OR ENGINEER.AND ENDORSED BY THE CONTRACTOR,(2 RUN OFF DIRECTION EA.I 2, 'AS-BUILT"FORMAT: PROP. 6" DOUBLE EXIST. TYPE "F" CURB B GUTTER A.24"X 36"MYLAR IN INK ONLY. DETECTOR BACKFLOW O PROP. TYPE "F" CURB B GUTTER PREVENTOR ASSEMBLY C.ITLEWBLOC KA WIBHILDEPARTMENT ER.NO.AND PERTINENT INFORMATION. AS PER M-DWASD DETAIL W$ 4,A I I D.PREFERRED SCALE TO BE I".40'HORIZONTALLY AND I":4' 01 DRAINAGE STRUCTURE NUMBER VERTICALLY.. N00°00'00"E 200.00' G. ...... .... ....... ...... ...... ......j'sl .r-...�rtr .....__ _ ..... ..... �....� ._.._ ..... ...... .. ..... .. ...... _.. .. ...... .�...� ... ...... -....�.. .. ...... ........ ........ ..... ....... AND TO RUN CONTINUOUSLY TO END OF MAIN AT M LA E. m F.SEPARATE WATER AND SEWER PROFILE. n QQ STATION MAIN STARTING WITH 0.00 AT PERMANENT REFERENCE POINT Q I.E., LIN . Q CENTERLINE OF PIPE. _C6 0 ._ 1. CONTROL LINES II.E.,BLDG.LINE,PROPERTY LINE, J ..:: ._... ._. ... ...... .. .. .. ... ... .... .. .. .. _ .... _ .... .. .... .._.._.. .. ...._ _... ... ... ....... ..... ... ........ ..... .._.._... ... ...... _ ... ..... ...... .... ........ .....__. ... .. .._.. ....... .... ..... ....... ...... _._ ..... .... .... ... .__.. .... .. .... ... _ DENTIME ALL IF N REFERENCE PONT. Or LLI LL R/W.ETC.) H '�'� - -'��' '- -'--' - -"-' - "" --�- � �� J.ALL"PROPOSED'INFORMATION TO BE REMOVED FROM MYLAR LEavIrvD ~U ""' - -.-.- ... .. �� ONLY-AS-BUILT-INFORMATION REFLECTED IN DRAWINGS. Q Dt PROP. 2-2" DOMESTIC BACKFLOW �2 7S PREVENTOR ASSEMBLIES AS PER 3. WATER'AS-GUILTS'MUST INCLUDE: U- CONNECT NEW 6" SANITARY w PROP. 6" G.V. M-DWASD DETAIL WS 4.18 A.PLAN SHOWING SIZE,MATERIAL AND OFFSET OF MAIN,DEFLECTIONS IIF O= SEWER SERVICE LINE TO A EXI L ANY),STATION OF SERVICES,HYDRANTS AM FITTINGS AT THE MAINLINE fl 2 6" SANITARY SEWER LATERAL IIF PERPENDICULAR TO IT)AND AT MAIN END OF SERVICE IF ANY OTHER In Be . . PROP. 2-2" DOMESTIC WATER ANGLE.AND DEFLECTION OF PIPE,IF ANY. Q Q SERVICES AS PER M-DWASD S.PROFILE SHOWING TOP OF GROUND AND TOP OF PIPE ELEVATIONS AT DETAIL WS 2.16 I m Q EXISTING 6" SANITARY SEWER EVERY 100'STAION AND AT ANY CHANGE IN GRADE(WITH CORRESPONDING S TATIONI,SIZE AND MATERIAL OF PIPE AND REFERENCE TO PLAN. LATERAL. FIELD VERIFY EXACT 0. 3 PROVIDE ASPHALT PAVEMENT LOCATION AND ELEVATION PRIOR 4.SEWER TS-MAST INCLUDE: O. PLAN C to ' RESTORATION AS PER CITY OF TO CONSTRUCTION A. PLAN SHOWNO MANHOLE NUMBER,SIZE AND MATERIAL OF PIPE, oW SOUTH MIAMI PUBLIC WORKS DEFLECTION,IF ANY(FORCE MAIN ONLY)AND LOCATION OF LATERALS WITH . DEPARTMENT STANDARDS AND SPECIFICATIONS. FERENCE G MANHOLE. B. PROFILE SHOWING MANHOLE NUMBER [AS PER PLANI,RIM AND INVERT ELEVATIONS(IF MORE THAN ONE INVERT,LABEL NORTH,SOUTH,ETCJ AND STATION STARTING AT 0.00 AT DOWNSTREAM MANHOLE. EXISTING 12" SANITARY SEWER - - _ OTHER SCALES MAY BE PERMITTED,BUT MUST BE APPROVED BY THE DEAL _ DEPARTMENT PRIOR TO PREPARATION OF DRAWINGS. 5• PROP. 6" FIRE LINE PROP. 4" DOMESTIC WATER SERVICE LINE S.W. 62 AVENUE JERRY ZAMORA P.E. CIVIL ENGINEER GATE P.E. No. 44207 _ EXISTING 6" D.I.P. WATER MAIN E.B. 0006791 - � +- STATE OF FLORIDA 01/25/2005 .._. ._. ._. ... ...... ....... . . ...... . . .... ._ ....... .... ... ........ .. ......_ . .... ......_ ._... ... ........ ........ .. ...._. ._..... �XISTING ..... ....IRE HY AN AMORA PROP. 6'x6" TAPPING PROP. 6 x4" TAPPING + "' & ASSOCIATES SLEEVE W/ 6' TAPPI G SLEEVE W/ 4" TAPPING -VALVE AS PER MDWASD - - - - - - - - - - INC.NI VALVE AS PER M-D SD DETAIL G.S. 1.7 DETAIL G.s_1.7 _ _ ENGINEERING LAND PLANNING 11410 N. KENDALL DRIVE SUITE 302 MIAMI, FLORIDA 33176 (305) 273-7801 FAX (305) 273-9514 FIEVISIORI • ri 1 75-DWARF WILD COFFEE. r—GUMBO LIMBO TREF-5, 5-ALEXANDER rAl-MF3. 212-WART-ERN, I OA (0 1 43"D.C. .2 3 GAL(M 24"D.C. 1 0"0.A. TIRUT-Lff.-3, 4'O.A. AND PHILODENDRON I MAGNIf-ICA'VINF ON TRUNK5 AC TO PARK \x >/ LANDSCAPE LEGEND XIX Ordinance 98-13 X, /x Chapter 18 A X 0.574 Gross Land(Acre Net Land(S.F.) 25,000 Z Zoning: MILI-5 STAIR 1 x 1 ,\,z / REQUIRED PROVIDED x x X TREES �x >/ Trees per Net Lot 1 per 1,875 sf Req.) 13 13 NOTE:30%of required trees and/or palm YX hall be native species.) T PIP :/x L- Street Trees(I per 35 If of frontage) N.A. N.A. ;T-4 (NOTE:Trees in the right-of-wayvwill require A Public Works approval. PL4 Native Trees/Palms:(Minimum of 30% 30% 4G% 0 13 13 I TOTAL NUMBER OF TREES — 00 X 22-LADY PALIV15.7 GAL —J 1 26-CREEPING FIG V1 0 1 QD 30"D.C. I GAL n� 1 2"D.C. SHRUBS:(10 shrubs for each tree required 30 225 44 00 Native Shrubs/Hedges: Minimum of 30% 30% 77% 0 z < K\ a ELEV. ELEV. ELEV. TOILET H.C. TOILET,' T TOILE I AW S H Li PLANT LIST y z z N \- 17c G-GUMBO LIMBO TREES,Eureera 5imruba(IG'x 10O.A.) /H C � H.C.TOILETS ) TO ET/ 7-ALEXANDER 7ALIV5,ftychosperma elega-,Tnples.(I 4'O.A.) rl 22-LADY PALIV5.Phalf,K5 exccl5a.(3'.7 All RETAIL#1 RETAIL#2 LOBBY RETAIL#3 RETAIL#4 RETAIL#5 175-DWARF ✓I-0 COFFEE,ftychot-liqu5trifolia,(3 gal) 50.PODOCAPT1.15 HEOGIE,Podocar DUNIPSTER ARE A 212-WART ffRN5,Vlicro�. rum.5cclopcndnum,Q gal) W 12-PHILODENDRON VINE,Philocienlron'Maqnifiw',(3 gal) 0 En L)'z 129-CIRE-17PING FIG VINE,T—s pumila,(I gal) Co X Lull M V >/ 0 X X x /��X'�' �� X Yl Y X> /\x GOAL 50-F-ODOCARFU5 Aff!DGr 3 GAL (D 24..D.C., SW 62nd AVENUE DATE u-oiae.w- LANDSCAPE SITE PLAN C3rXF-0iMAN'r1C ESIC3U-4S,U--TC-' L uaVSCAMAACWECIIM SCALE: NORTH ROBERT PARSLEY A.S.L.A. as REVISION �OMIDE wMLJ i w (fi LLEN: o OP r SCH D LDNDDD —�— ------------------ — ——————— --- — Nn n Boxs —————————— ————————————————————————— /� --�\---------------------- ------------------- -- JUNCIiDN SO% ,I • •� —"� �vr— �" —�TO PARK vvTo REMOTE c EL O AEI _ FUM '—ErmNOS ro POKR SUP— a CONTROLLER I II I I �HNg�Da IMINn= � — — — — —I— PPIGrDN GPP Y " x — — 314' — wHEx 1.oENSGP L rs MD IESfPoC1ED.1 ® ® � O CO MNM- WIµE TO W —_ I TYPIGLL CONIPO_ wMMoN TENNINAL p O p O AUTOMATIC RAIN SENSOR PtANf IMTQtML I--I V I �NSH DP%DE,TDP DP MM�H A POP-UP SPMY SPPoNNLFA: w/PLIC NPR NOZZLE r ■ - _ {TINNY PIPE v SWING JOINT p" VALVE I RAINBIRD 7." ELECTRIC VALVE,70 - G.P.M. OPo Eu O ,� ♦ • J P.c umu�v aE f VI3 13ACKFLOW r-"..VFNTFR -TIE 5 TEM INTO 2" W A O EXISTING POP—UP SPRAY SPRINKLER z �' eo WAIYR MAIN 4-CITY WAl'tR - 'MIN.cLFralwcc NO w/VACUUM Fl KEAKCR sEEEMES N VALVE#2:RAINBIRD 2" /A N ELECTRIC VALVE,GO 1 -- G.P.M. c ry nnxc 'e'MIN.I— vP mwrJ GINI�kNE \ \ T\ \ e MIN. M W 24---� a (nnlaEl cl� O N�' -walDNn"N Elms TO DE S—PIPS � o .—TD DE sDENENT—ED •ERiIGNT. Ln O 3. WHERE THERE IS MOPE—N ONE ELE I END THE SM/J1EP E—E w LL ■ ` M—INCHES MINIMUM To /�eO.E�Me L F EL—WINE MINIro 95i r SLEEVING U t: e j 0 :3 Q<< I m N � ,. IRRIGATION LEGEND n y I � I _ ®® RAINBIRD 15 SER1E5 MPR (SHRUB AREAS) ®® RAINBIRD 15 STRIP SERIES(SHRUB AREAS) SEAL RAINBIRD 2"PEB SERIES ELECTRONIC VALVES i� RAINBIRD E5P-LX PLU5 4 PROGRAM CONTROLLER RAINBIRD RAIN 5EN50R 2-2"SLEEVES,SCH.40 PVC(fl'P) 2-2"SLEEVES,SCH.40 (T,)VC(T ) O ZONE# 1 70 G.P.M. ZONE#2 GO G.P.M. DATE SW 62nd AVENUE ® P.V.B.BACKFLOW PREVENTOR P69Y1TILWpmow ALL 5LEEVES TO BE 2'5CH.40 PVC r � GEOMANTIC DESIGNS,C � IRRIGATION SITE PLAN SHEET _ uNOSUrenrt(wmrmae TIMER TO BE LOCATED BY OWNER ROBERT PARSLEY A.S.L.A. SCALE: 'S L-2 ADO S.W.(1 s)nesr NOAMLFL 3]MS NORTH PxoNU:wsmssee r.%x:mscm.u%s