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6737 SW 77 TERR_EB-06-073_001 Part 1 City.of South Miami PLANNING DEPARTMENT APPLICATION FEES DATE: Cc - l 3 , ZOoh CHECK NO: NAME: 50 L%et°I cmd Po skel( 9WZ1 l ADDRESS: q?j B L PHONE NO: TI*3(o 'Z$p 25. tcx,mc , t- t ro ��D O 03.41.300 ERPB HEARING FEES (Total) Application w construction in the RS and RT zoning districts Single un' ($500) All other app7acations 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 H(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 (1 �O 00 - E:Torms\Receipt forms\Receipt form UPDATED-REV 12-21-04.doc f f ZONING REGULATIONS 20-3.1 ARTICLE III. ZONING REGULATIONS 20-3.1 Zoning use districts and purposes.. (A) Zoning Districts Established. In order to implement the intent of this Code and the city's adopted Comprehensive Plan, the City is hereby divided into eighteen (18) zoning use districts with the symbol.designations and general purposes listed below and permitted uses set forth in Section 20-3.3(D). A planned unit development (PUD) district is also created in Section 20-3.7. Standards shall be uniform throughout each zoning use district. District symbols and names shall be known as: Symbol Name RS-1 Estate Residential RS-2 Semi-Estate Residential RS-3 Low Density Single-Family RS-4 Single-Family RS-5 Single-Family(50'lots) RT-6 Townhouse Residential RT 9 Two-Family/Townhouse Residential RM-18 Low Density Multi-Family Residential RM-24 Medium Density Multi-Family Residential RO Residential Office LO Low-Intensity Office MO Medium-Intensity Office NR, Neighborhood Retail SR Specialty Retail GR General Retail TODD Transit-Oriented Development District H Hospital PI Public/Institutional P.R, Parks and Recreation HP-OV Historic Preservation Overlay (B) District Purpose Statements. "RS-3"Medium Lot Single-Family Residential District: The purpose of this district is to provide for low-density single-family residential development located in a moder- ately spacious setting which emphasizes the preservation of open space. This district is appropriate in areas designated "Single-Family" on the city's adopted Comprehen- sive Plan. Supp.No. 9 20-3.5 SOUTH MIAMI LAND DEVELOPMENT CODE (D) Reserued. Section 20-3.5E DIMENSIONAL REQUIREMENTS SINGLE-FAMILY DISTRICTS REQUIREMENT RS-1 RS-2 • RS-3 RS-4 RS-5 Min.Lot Size Net Area(sq.ft.) 40,000 15,000 10,000 6,000 6,000 Frontage(ft.) 125 100 75 60 50 Min.Yard Setbacks(ft.) Front 50 35 25 25 25 Rear 25 25 25 25 25 Side(Interior)' For struc- 12.5 10 7.5 7.5b 7.5b ture 12'or less in height,as mea- sured from the first floor finished floor ele- vation Portion of 25 20 15` 10` 7.5 structure above 12' high as mea- sured from the first floor finished floor ele- vation Side(Street) 20 15 15 15 15 Max.Building Height Stories „ 2 2 2 2 2 Feet 25 25 25 25 25 Max.Building Coverage(%) First floor 20 30 30 30 30 Second 60 60 60 60 60 floor:% of the first floor Max..Impervious Coverage(%) 30 40 40 45 45 a Cumulative width of both side yards shall be not less than 20 percent of total lot width. b Except that additions to existing structures may have 5 feet interior side setbacks where any portion of the building already has a 5 feet setback. ° For pre-existing improved lots of record in the RS3 or RS4 districts,that are 50 feet or less in lot width, the second floor setback shall be the same as the first floor setback. Supp.No.8 50' S0Ux� 04 'try U • INCORPORATED • 1927 � pR10 P CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING SUMMARY MINUTES Tuesday, January-2,2007 - - - 8:30 AM L. CALL TO ORDER Action: Mr. Trautman, Chairman, called the meeting to order at 8:31 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL Action: Mr. Trautman performed roll call. Board members present constituting a quorum: Mr. Trautman, Ms. Mark, Mr. Bedell, Mr. Chandler, and Ms. Morales-Fernandez Board members absent: Mr. Balli and Mr. Jude. City staff present: Lourdes Cabrera-Hernandez(Planner) and Patricia E. Lauderman (Secretary). City Staff Absent: Sanford A. Youkilis (Acting Planning Director) IV. REQUESTS ARE AS FOLLOWS: 1)NEW CONSTRUCTION [ERPB-06-073] Applicant: Marshall Bellin Location: 6737 SW 77t`Terrace Request: Applicant is requesting approval for the design of the new residential home located at the above-referenced property. Applicant present: Marshall Bellin Action: A brief background was given by Staff in regards to this application. Afterwards, the Board, staff and applicant discussed the request. Mr. Bedell commented that a Cocoplum tree can grow as high as 15 feet, and they would have to be trimmed. Mr. Trautman thanked the architect for accommodating the conditions required to receive the Certificate of Occupancy into his design plans. Motion: Mr. Trautman motioned for final approval. Final approval was granted with the following conditions: Board: 1. Applicant changes minimum height of Live Oak from 8 feet to 12 foot. Staff. 2. Provide grading and irrigation plan for the building permits set and for the Certificate of Occupancy. Mr. Chandler seconded the motion. Vote: Approved 5 Opposed 0 2)NEW CONSTRUCTION: Preliminary [ERPB-07-001] Applicant: Poinciana Properties, Inc. Location: 7637 SW 59th Court Request: Applicant is requesting approval for the design of the new residential home located at the above referenced property. Applicant present: Luis Briones Action: At today's meeting, the Board, staff and applicant discussed the request. Mr. Bedell commented that the Florida Holly would have to be removed. Comments regarding the setback on the south side of the proposed construction were .made as opposed to the setbacks on the north side. Comments were then made by Mr. Trautman, who stated that he is more concerned with the amount of space available. Mr. Bedell recommended that the depth of the landscaping on the north side be increased. This would ultimately beef up the corner at the rear of the property. He also recommended that the barbecue be relocated to the south side of the property. Motion: Mr. Trautman motioned for preliminary approval with the following staff's conditions: 1. Swimming pool Pursuant to Sec. 20-3.6(J)(1-4). 2. Provide exterior paint colors. 3. Provide a color rendering. 4. Provide a proposed landscape plan prior to final ERPB. 5. Provide grading and irrigation plan prior to final ERPB. 6. Provide engineering plans prior to final ERPB; and, Mr. Bedell seconded the motion. Vote: Approved 5 Opposed 0 ERPB MINUTES 01-02-07 Page 2 of 3 3) EXTERIOR RENOVATION: Preliminary [ERPB-07-002] Applicant: Mr. JePeway Jr. Location: 7210 SW 57 Avenue Request: Applicant is requesting approval for the exterior painting. Applicant present: Contractor Action: At today's meeting, the Board, staff and applicant discussed the request. The applicant presented the colors for the Body (walls), trim/shutters and the awnings to the Board. Their respective colors are Sherwin Williams numbers 1024, 1026, and 1028. Motion: Ms. Mark motioned for preliminary approval as presented. Mr. Trautman seconded the motion. Vote: Approved 5 Opposed 0 V. APPROVAL OF MINUTES: Minutes for regular meeting held on December 19th, 2006 Action: The Board duly approved the minutes of December 19th, 2006 Vote: Approved 4 Opposed 0 Recused I (Ms. Morales—Fernandez) Minutes for regular meeting held on December 5th, 2006 Action: The Board duly approved the minutes of December 5th, 2006 with a typographical error on page 3. Vote: Approved 5 Opposed 0 VI. ADJOURNMENT Action: There being no further business, the meeting was adjourned at 9:45 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 hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6347. pel/mwl Z:\ERPB\ERPB Minutes\2007 Minutes\ERPB MINS 01-02-07.doc ERPB MINUTES 01-02-07 Page 3 of 3 4 . CITY OF SOUTH MIAMI Excellence, Integrity, Inclusion ENVIRONMENTAL REVIEW& PRESERVATION BOARD To: Chair & Members, Environmental Date: January 2, 2007 Review & Preservation Board Tuesday 8:30 a.m. k Via: Sanford Youkilis Acting Planning Director From: Lourdes Cabrera-Hernandez Re: ERPB-06-073 Planner New Construction Applicant: Nader Bayzid Location: 6737 SW 77th Terrace, South Miami Request: NEW CONSTRUCTION Survey including Legal Description: See attached Sketch of Boundary Survey, signed and sealed by professional land surveyor Roberto R. Brizuela and dated 06-17-06. Background: On December 19, 2006, the ERPB deferred the application with conditions. Applicant has noted the height dimension on the elevations, not exceeding the maximum allowable of 25-0". As recommended by the Board additional landscape has been added at the rear yard, areca palms as a buffer and screening. A total of seven oak trees at the front yard and swale are a part of this proposal. Pool enclosures are proposed for the proposed swimming pool pursuant to Sec. 20-3.6(J)(1-4). On the ERPB meeting of December 5, 2006 the motion was for preliminary approval with conditions. The Board suggested to the architect to propose a landscape plan, to provide a rendering with the exterior paint colors and the engineering plans prior to final ERPB review. A color rendering mounted for presentation was submitted and will be presented at the meeting. A landscape plan, sheet L-1, which illustrates the proposed oak trees, the palms and the cocoplum (red tip) hedge are attached. Landscaping Plan: A landscape plan with legend, illustrate four trees existing, two proposed date palm and seven live oaks located at the front and swale area, in lieu of the four live oaks previously proposed. A total of one hundred - 18' cocoplum are proposed along the perimeter of the property as a hedge. Refer the landscape plan, sheet L-1 for further details and information. No tree removal permit has been submitted. Existing Conditions: The property survey refers to the existing one story residence with a detached wood storage structure, which is to be demolished. The property fronts SW 77th Terrace with a frontage of 125 feet in width, a minimum of 75 feet is required in the Low Density Residential district, RS-3. Site plan including Zoning District: RS-3 "Low Density Residential" The use will be single-family and the proposed is a two story Mediterranean style residence. Located in the "West Larkin Park" subdivision; the proposed building in relation to the property has larger setbacks than the required minimum. This creates additional green space on the ground floor and greater side distance separation between the abutting adjacent properties. The driveways are 12'-0" in width leading to the porte cochere and the side entrance to the two car garage. 6737 SW 77th Terrace ERPB-06-073 presented on January 2, 2007 New Construction: Residential Page 2of2 Pursuant to Section 20-3.5E of the Land Development Code Dimensional Requirements for Single-Family District. The property has a total area of 15,625 square feet, a minimum of 10, 000 square feet is required. The calculation given of 4,683 square feet for building coverage includes the proposed building, does not exceed the 30% maximum building coverage allowed of 4,687 square feet. The calculation given of 6,246 square feet for impervious coverage includes the building, swimming pool and deck area, driveway (gravel pervious), does not exceed the 40% maximum impervious coverage allowed of 6,250 square feet. Elevations: The front (south) fagade consists of the entrance with three small square windows above. The architect has implemented the Board's previous comments by re- studying the facades. The balconies at the second floor are now one balcony and therefore, a chimney is not necessary. The re-study of the placement and additional windows are a positive impact on the east and west facades. Site Plan Review Committee: The committee met on Tuesday, October 31, 2006. The main topic of discussion was the overall impact of the new building on the neighborhood and concurred the following: 1) The Planning and Public Works Department are concerned with the overall size of the building in comparison to the small scale of the existing surrounding homes in the neighborhood; and Pursuant to Section 20-6.1(C) Environmental Review and Preservation Board (3) Power and Duties © The Board shall review scale, color, texture and appropriateness of all proposed buildings,....the overall compatibility of the proposed development with the existing character of the neighborhood. RECOMMENDATION: Final Approval with the following conditions: 1. Provide grading and irrigation plan for the building permit set; and, 2. Any comments and/or suggestions from the Board. Attachments: ERPB letter dated 12-19-06 ERPB letter dated 12-05-06 ERPB letter dated 11-09-06 Architectural plans and Landscape plan L-1 (engineering plans on file previously submitted (SEMP): Site plan, sht. A-1 Floor plan, sht A-2 and A-3 Elevations, sht. A-4 and A-5 Sections, sht. A-6 and A-7 Photographs of subject property Photographs of surrounding properties (mounted on presentation form) Presentation Color Rendering to be presented at the meeting On file: Exterior paint colors Copy of LDC p. 138 Application Property Survey Engineering plans LCH K:\ERPB\ERPB Agendas\2007 ERPB AGENDAS\ERPB JANUARY 2, 2007\ERPB-06-073FFF.doc GOUT,, F � - U -• • I,,C011P0RATCD 1927 December 19, 2006 Mr. Nader Bayzid 9213 SW 78 PL Miami, FL 33156 _ Re: Environmental Review & Preservation-Board No. 06-073 NEW CONSTRUCTION: Preliminary - 6737 SW 77 Terrace South Miami, FL On the ERP13 meeting of Tuesday, December 19, 2006 the motion was for deferral with the following conditions: Board: 1. Applicant needs to address the discrepancy of the building height and correct, if necessary, the overall height of the building. 2. Applicant needs to address landscape by adding arecas at the front and rear of the property. 3. Applicant needs to re-study the window height of windows. 4. Exterior paint needs to be as per rendering. Staff: 5. Provide grading and irrigation plan for the building permits set.. 6. Pursuant to.Sec. 20-3.6(J)(1-4)Pool enclosures are required for the swimming pool. The property requires a barrier. The next deadline date is Tuesday at noon December 27, 2006, for the upcoming ERPB meeting of Tuesday, January 2, 2007 at 8:30 AM. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at (305) '663-6347 at the Planning Department. Sincerely, Sanford A. Youkilis, AICP Acting 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 Department, between the hours of 8:00 AM and 5:00 PM,Monday through Friday at 305-663-6347. sour Oar f � � f V • INCORPORATED • 1927 C p Rj9 P December 5, 2006 Mr.Nader Bayzid 9213 SW 78 PL Miami, FL 33156 Re: Environmental Review & Preservation Board No. 06•-073 ; NEW CONSTRUCTION:Preliminary 6737 SW 77 Terrace South Miami, FL On the ERPB meeting of Tuesday, December 5, 2006 the motion was for preliminary approval with staffs conditions., The next deadline date is Monday at noon December 11, 2006, for the upcoming ERPB meeting of Tuesday, December 19, 2006 at 8:30 AM. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at (305) 663-6347 at the Planning Department. Sincere' •—rte `��,c�2'.c,,�, S ford A. Y is, AICP Acting 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 maybe 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 Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday at 305-663-6347. �. SOU7, U " INCORPORATED 1927 November 9, 2006 Mr. Nader Bayzid 9213 SW 78 Place Miami, FL 33143 Re: Environmental Review &Preservation Board No. 06-073 -NEW CONSTRUCTION: Preliminary 6737 SW 77 Terrace South Miami, FL On the ERPB meeting of Tuesday,November 7, 2006 the:motion was for deferral with the following conditions: 1. Applicant re-studies the massing of the east ;right) elevation and west (right) elevation. 2. Applicant considers implementing a fireplace which would serve as an accent feature in the proposed living room. 3. Applicant re-studies the placement of window.; at the second floor on both east (left) and west (right) elevation. 4. Applicant submits photographs of the holzse and/or photographs of the surrounding houses. The next deadline date is Monday at noon November t3, 2006, for the upcoming ERPB meeting of Tuesday, November 21, 2006 at 8:30 AM. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at (305) 663-6347 at the Planning Department. Sincere Sanford Youkilis, AICP Acting 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 Department,between the hours of 8:00 AM and 5:00 PM, Monday through Friday at 305-663-6347. sour 04 err (4 U INCORPORATED 1927 � ORtO P CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING SUMMARY MINUTES Tuesday,December 19,2006 8:30 AM I. CALL TO ORDER Action: Mr. Trautman, Chairman, called the meeting to order at 8:31 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL Action: Mr. Trautman performed roll call. Board members present constituting a quorum: Mr. Trautman, Ms. Mark, Mr. Balli, Mr. Chandler, and Mr. Jude. Board members absent: Mr.Bedell and Ms. Morales-Fernandez. City staff present: Lourdes Cabrera-Hernandez(Planner) and Patricia E. Lauderman (Secretary). IV. REQUESTS ARE AS FOLLOWS: 1)NEW CONSTRUCTION JERPB-06-0731 Applicant: Marshall Bellin Location: 6737 SW 77 Terrace Request: Applicant is requesting approval for the design of the new residential home located at the above referenced property. Applicant present: Marshall Bellin Action: Staff provided a brief background on this application. At the ERPB meeting of December 5, 2006 the motion was preliminary approval with conditions. At today's meeting, the Board, staff and applicant discussed the request. The Board strongly suggested to add at the front and rear of f� the property some dense and tall arecas in order to act as a buffer. Motion: Mr. Chandler moved for deferral of the application with the following conditions: Board: 1. Applicant needs to address the discrepancy of the building height and correct, if necessary, the overall height of the building. 2. Applicant needs to address landscape by adding arecas at the front and rear of the property. 3. Applicant needs to re-study the window height of the windows. 4. Exterior paint needs to be as per rendering. Staff: - 5. Provide grading and irrigation plan for the building permits set.-- 6. Pursuant to Sec. 20-3.6(J)(I-4)Pool enclosures are required for the swimming pool. The property requires a barrier. Mr. Balli seconded the motion. Vote: Deferred 5 Opposed 0 2)NEW CONSTRUCTION: Preliminary [ERPB-06-086] Applicant: Molina&Narcisse, Inc. Location: 5753 SW 81 Street Request: Applicant is requesting approval for the design of the new residential home located at the above referenced property. Applicant present: Jodel Narcisse Action: At today's meeting, the Board, staff and applicant discussed the request. Staff explained the two-story residence with chimney and a detached garage as an accessory use with driveway access on the west. Staff also noted that the "UT' shaped building facing the east provides the opportunity of a courtyard scheme. The Board was pleased with the design of the building which contains linear spaces, a courtyard that maximizes the perimeter wall and the positive design which allows for plenty of windows. Motion: Mr. Trautman motioned for preliminary approval with the following staff's conditions: 1. Accessory structure or use pursuant to LDC. 2. Provide a proposed landscape plan prior to final ERPB. 3. Provide grading and irrigation plan prior to final ERPB. 4. Provide engineering plans prior to final ERPB. Mr. Bedell seconded the motion. Vote: Approved 5 Opposed 0 ERPB MINUTES 12-19-06 Page 2 of 5 3)NEW CONSTRUCTION: Preliminary [ERPB-06-087] Applicant: Giorgio Balli Location: 5991 SW 86 Street Request: Applicant is requesting approval for the design of the new residential home located at the above referenced property Applicant present: Giorgio L. Balli Action: At today's meeting, the Board, staff and applicant discussed the request. Staff noted that the proposed building in relation to the property has larger setbacks than the required minimum. Additionally, no tree removal permit had been submitted at this time. The Board reviewed the plans and suggested to applicant to incorporate landscaping at the front fagade. Motion: Mr. Chandler motioned for preliminary approval with the following conditions: Board: 1. Applicant addresses the landscape at the front fagade. Staff: 2. Provide a color rendering prior to final ERPB. 3. Provide a tree survey and landscape plan prior to final ERPB. 4. Provide grading and irrigation plan prior to final ERPB. 5. Provide engineering plans prior to final ERPB. 6. Pursuant to Sec.20-3.6(J)(1-4)Pool enclosures are required for swimming pool. The property requires a barrier and a minimum 12'-6"rear setback is required. Mr. Chandler seconded the motion. Vote: Approved 5 Opposed 0 Note: Mr. Jude departed the meeting at the beginning of this item. 4) SIGNAGE INSTALLATION [ERPB-06-088] Applicant: Kare Roheme Location: 5940 SW 68 Street Request: The applicant is requesting approval for after the fact signage installation to the existing business "South Miami Market," located at the above referenced address. Applicant present: Kare Roheme Action: At today's meeting, the Board, staff and applicant discussed the request. Staff noted the proposed exterior signage is located in the TODD "Transit Oriented Development District". After reviewing the applicant's proposal, the Board explained to the applicant that having the wording ERPB MINUTES 12-19-06 Page 3 of 5 "grocery — wines — beer open 7 days money orders etc." were prohibited due to it being advertisement. The applicant agreed with the Board's recommendation of having the advertisement wording removed. Motion: Mr. Trautman motioned for approval with the following condition: 1) The advertising portion of the sign be removed: grocery = wines — beer — open 7 days — money orders—western union—etc. Mr. Chandler seconded the motion. Vote: Approved 4 Opposed 0 5) AWNING INSTALLATION [ERPB-06-071] Applicant: Miami Awning Corp. Location: 7535 SW 62nd Avenue Request: The applicant is requesting approval to install a new awning located at the above referenced location. Applicant present: Representative from awning company Action: Staff provided a brief background on this application. At the ERPB meeting of October 17, 2006 the motion was for deferral with a condition. At today's meeting, the Board, applicant and staff discussed the request. The Board addressed the previous recommendation from the October 170' meeting in which the Board determined that the awning along the entire front fagade of the building in lieu of a partial awning was the best option. The representative from the awning company indicated she would inform the client of the Board's preference. Motion: Mr. Trautman moved for approval with the following conditions: 1. Applicant changes the plans to show awning all across the entire front fagade of the building and not the partial awning on the submitted plans. Mr. Chandler seconded the motion. Vote: Approved 4 Opposed 0 6) SIGNAGE INSTALLATION: Preliminary [ERPB-06-085] Applicant: Baptist Health South Florida Location: 6200 SW 73`d Street Request: The applicant is requesting final approval for the signage installation of the proposed new or replaced signs at the above referenced location. ERPB MINUTES 12-19-06 Page 4 of 5 Applicant present: Michael Durr Action: Staff explained this item was presented at the December 5, 2006 and had been deferred with conditions by the ERPB. At today's meeting, the Board, applicant and staff addressed the request. The Board addressed their concern about sign #12 having two riders "Emergency" and "Heart Attack Unit" which in the Board's observation would be confusing for those individuals trying to get to their destination in an emergency. Motion: Mr. Chandler motioned for approval with the following conditions: Board: 1. On sign#12 "Emergency"only on sign. 2. Submittal of letter from property owner. Staff: 3. Ground cover must be maintained on the landscape signs. Mr. Chandler seconded the motion. Vote: Approved 4 Opposed 0 V.Remarks No remarks were said. V1. ADJOURNMENT Action: There being no further business,the meeting was adjourned at 9:45 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 hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6347. pel K:\ERPB\ERPB Minutes\2006 Minutes\ERPB MINS 12-19-06.doc ERPB MINUTES 12-19-06 Page 5 of 5 4 SOUT�l O � H � U `* INCORPORATED 1927 P RVo CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING SUMMARY MINUTES Tuesday, December 5,2006 8:30 AM I. CALL TO ORDER Action: Mr. Trautman, Chairman, called-the meeting to order at 8:31 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL Action: Mr. Trautman performed roll call. Board members present constituting a quorum: Mr. Trautman, Ms. Mark, Mr. Balli, Mr. Bedell, Ms. Morales-Fernandez, and Mr. Chandler. Board members absent: Mr. Jude. City staff present: Lourdes Cabrera-Hernandez(Planner) and Patricia E. Lauderman (Secretary). IV. REQUESTS ARE AS FOLLOWS: 1) EXTERIOR RENOVATION [ERPB-06-080] Applicant: Pedro Sanchez Location: 6360 SW 72 Street Request: The applicant is requesting approval for the exterior painting for the above referenced location. Applicant present: Luanne Sanchez Action: At today's meeting, the Board, staff and applicant discussed the request. The applicant explained his intent is to renovate the existing building by painting the exterior in a tri-color earth tone scheme. The Board reviewed the colors and determined that the color for the body would be better in "Shaker Beige" number #45 instead of the "Lenox Tan" number #44 as submitted by the applicant. The applicant concurred with the Board's decision. Motion: Mr. Balli moved for final approval with the following condition: 1. For color of the body of the house use#45 Shaker Beige in lieu of presented. Vote: Approved 5 Opposed 1 (Ms. Morales-Fernandez) 2) EXTERIOR RENOVATION [ERPB-06-081] Applicant: David Trautman Location: 5900 SW 73 Street Request: The applicant is requesting final approval from the ERP13 for the exterior renovation of the existing building, located at the above referenced location. Note: Chairman David Trautman recused himself from this item. Applicant present: David Trautman Action: At today's meeting, the Board, staff and applicant discussed the request. Staff stated that the corner building is an existing three-story building located on the southwest corner of SW 73 Street and SW 59 Avenue. The zoning classification is Specialty Retail; Hometown District Overlay (SR; HD-OV) and Mixed-use is permitted. The applicant explained that he is proposing to build an addition of 4,072 square feet in total on the Westside of the mixed-use building. The applicant also noted that the addition to the building has been designed with the intent of maintaining the. architectural style of the existing three-story building. The Board reviewed the plans and determined that the proposal was consistent with the existing building. Motion: Mr. Bedell moved for final approval as presented with the following staff's conditions: 1. Actual paint samples to comply with the color palette. 2. Applicant must provide additional required spaces (2) in order to comply with LDC. Applicant could provide an agreement that additional spaces could be provided by off-site leases; or the applicant could apply for a variance. Mr. Balli seconded the motion. Vote: Approved 5 Opposed 0 Reuused 1 (Mr. Trautman) 3)NEW CONSTRUCTION: Preliminary [ERPB-06-073] Applicant: Nader Bayzid Location: 6737 SW 77 Terrace Request: The applicant is requesting approval for the design of the new residential home located at the above reference property. ERPB MINUTES 12-05-06 Page 2 of 6 Applicant present: Marshall Bellin Action: Staff provided a brief background on this application. At the ERPB meeting of November 7, 2006 the motion was for deferral with conditions. At that meeting, the Board suggested to the architect to re-study the massing by implementing a fireplace, add windows, and to submit photographs of the surrounding properties for analysis. At today's meeting, the Board, staff and applicant discussed the request. The Board thanked the applicant for re-studying the placement of the windows and commented-that-the additional windows had a positive impact on the east and west facades. Motion: Mr. Bedell moved for preliminary approval with the following conditions: 1. Provide a color rendering prior to final ERPB. 2. Provide tree survey and landscape plan to prior to final ERPB. 3. Provide grading and irrigation plan prior to final ERPB. 4. Provide engineering plans prior to final ERPB. 5. Pursuant to Sec. 20-3.6(J)(1-4) Pool enclosures are required for the swimming pool. The property requires a barrier. Ms. Morales-Fernandez seconded the motion. Vote: Approved 6 Opposed 0 4) NEW CONSTRUCTION: Final [ERPB-06-059] Applicant: Niner Group Corp. - Location: 6071 SW 85 Street Request: The applicant is requesting approval for the design of the new residential home located at the above reference property. Applicant present: David Cabarrocas Action: At the ERPB meeting of August 15, 2006 the applicant was granted preliminary approval with conditions. At today's meeting, the Board, staff and applicant discussed the request. Mr. Balli commented to the applicant that while reviewing the plans it appeared that the window on the second floor would be inaccessible. Mr. Balli suggested eliminating the slab portion to allow having a double height so that the window could be reached such as for cleaning it. The applicant concurred with Mr. Balli's recommendation. Motion: Mr. Balli moved for final approval with the following conditions: 1. Applicant to incorporate 31ive oaks ad 2 satin leaf trees that have a minimum of 10-12 feet tall with 2 DBH. 2. Elimination of slab portion to allow having a double height. Ms. Morales-Fernandez seconded the motion. Vote: Approved 6 Opposed 0 ERPB MINUTES 12-05-06 Page 3 of 6 5)NEW CONSTRUCTION: Final [ERPB-06-077] Applicant: J. Bonfill &Associates Location: 6211 SW 79 Street Request: The applicant is requesting approval for the design of the new residential home located at the above reference property. Applicant present: J. Bonfill Action: Staff provided a brief background on this application. At the ERPB meeting of November 21, 2006 the motion was for deferral with conditions. At that meeting, the Board suggested to the architect to re-study window placement and roof conditions. In addition, to incorporate additional hipped roofs and to consider the type of stone proposed. At today's meeting, the Board, staff and applicant discussed the request. The Board reviewed the plans and determined that the applicant had addressed the Board's conditions from the previous meeting. Motion: Mr. Balli moved for final approval as presented with the following staff's conditions: 1. No chain link fence adjacent to right-of-way. Mr. Chandler seconded the motion. Vote: Approved 6 Opposed 0 6)NEW CONSTRUCTION: Preliminary [ERPB-06-083] Applicant: Giorgio Balli Location: 6011 SW 82 Street Request: The applicant is requesting approval for the design of the new residential home located at the above reference property. Note: Board member Giorgio Balli, Sr recused himself from this item. Applicant present: Giorgio L. Balli, Jr. Action: At today's meeting, the Board, staff and applicant discussed the request. Staff noted that no tree removal permit has been submitted at this time. Furthermore, staff informed the applicant that a tree survey had to be included with the landscape plan with legend, grading and irrigation plan prior to final ERPB review. The Board reviewed the plans and decided to grant preliminary approval with staff's conditions. Motion: Mr. Bedell moved for preliminary approval with the following conditions: 1. Provide a color rendering prior to final ERPB. 2. Provide tree survey and landscape plan to prior to final ERPB. 3. Provide grading and irrigation plan prior to final ERPB. 4. Provide engineering plans prior to final ERPB. ERPB MINUTES 12-05-06 Page 4 of 6 5. Pursuant to Sec. 20-3.6(J)(1-4) Pool enclosures are required for the swimming pool. The property requires a barrier. Ms. Morales-Fernandez seconded the motion. Vote: Approved 5 Opposed 0 Recused 1 (Mr. Balli) 7)NEW CONSTRUCTION: Final [ERPB-06-084] Applicant: East shore Architects Location: 6521 SW 64 Court Request: The applicant is requesting approval for the design of a new one-story residential home located at the above reference • property. Note: Chairman Trautman departed the meeting at the beginning of this item. Applicant present: Ignacio Zabaleta Action: At today's meeting, the Board, staff and applicant discussed the request. Staff stated that the proposed residence in relation to the property has larger setbacks than the required 7'-6" side setback minimum. This would create additional green space on the ground floor and greater side distance separation between the abutting adjacent properties. After reviewing the plans, the Board indicated their approval of the design of the house. Motion: Mr. Bedell moved for final approval with the following condition: 1. Submittal of a tree removal permit. Ms. Morales-Fernandez seconded the motion. Vote: Approved 5 Opposed 0 8) SIGNAGE INSTALLATION [ERPB-06-085] Applicant: Baptist Health South Florida Location: 6200 SW 73 Street Request: The applicant is requesting final approval for the signage installation of the proposed proposed new or replaced signs at the above referenced location. Applicant present: Keith Oliver, Michael Durr Action: At today's meeting, the Board, applicant and staff discussed each sign. After reviewing the submittal closely, the Board recommended to the applicant to study if the proposed number of signs were necessary or simply too many signs. Mr. Balli addressed sign #1 and provided a design suggestion to the applicant. Additionally, the Board recommended that that applicant re-study sign #12. ERPB MINUTES 12-05-06 Page 5 of 6 Motion: Mr. Balli moved to defer the application with the following conditions: 1. Applicant re-study and re-design sign#1 2. Applicant re-study sign#12. Mr. Chandler seconded the motion. Vote: Deferred 5 Opposed 0 V. APPROVAL OF MINUTES: Minutes for regular meeting held on November 21, 2006. Action: The Board duly approved the minutes of November 21, 2006. Vote: Approved 5 Opposed 0 VI. REMARKS No remarks were said. VII. ADJOURNMENT Action: There being no further business, the meeting was adjourned at 11:30 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-Hernandez,of the Planning& Zoning Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6347.. pel K:\ERPB\ERPB Minutes\2006 Minutes\ERPB MINS 12-5-06.doc ERPB MINUTES 12-05-06 Page 6 of 6 sour�l of �r U Y • INCORPORATED - - 1927 p` December 19, 2006 Mr. Nader Bayzid 9213 SW 78 PL Miami, FL 33156 Re: Environmental Review& Preservation Board No. 06-073- NEW CONSTRUCTION: Preliminary 6737 SW 77 Terrace South Miami, FL On the ERPB meeting of Tuesday, December 19, 2006 the motion was for deferral with the following conditions: Board: 1. Applicant needs to address the discrepancy of the building height and correct, if necessary, the overall height of the building. 2. Applicant needs to address landscape by adding arecas at the front and rear of the property. 3. Applicant needs to re-study the window height of windows. 4. Exterior paint needs to be as per rendering. Staff: 5. Provide grading and irrigation plan for the building permits set.. 6. Pursuant to Sec. 20-3.6(J)(1-4)Pool enclosures are required for the swimming pool. The property requires a barrier. The next deadline date is Tuesday at noon December 27, 2006, for the upcoming ERPB meeting of Tuesday, January 2, 2007 at 8:30 AM. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at (305) 663-6347 at the Planning Department. Sincerely, Sanford A. Youkilis, AICP Acting 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 Department, between the hours of 8:00 AM and 5:00 PM, Monday through Friday at 305-663-6347. CITY OF SOUTH MIAMI i Excellence, Integrity, Inclusion ENVIRONMENTAL REVIEW& PRESERVATION BOARD To: Chair& Members, Environmental Date: December 19, 2006 Review & Preservation Board Tuesday 8:30 a.m. Via: Sanford Youkilis Acting Planning Directo From: Lourdes Cabrera-Hernandez Re: ERPB-06-073 Planner New Construction Applicant: Nader Bayzid Location: 6737 SW 77th Terrace, South Miami Request: NEW CONSTRUCTION Survey including Legal Description: See attached Sketch of Boundary Survey, signed and sealed by professional land surveyor Roberto R. Brizuela and dated 06-17-06. Background: On the ERPB meeting of December 5, 2006 the motion was for preliminary approval with conditions. The Board suggested to the architect to propose a landscape plan, to provide a rendering with the exterior paint colors and the engineering plans prior to final ERPB review. A color rendering mounted for presentation has been submitted and will be presented at the meeting. A landscape plan, sheet L-1, which illustrates the proposed oak trees, the palms and the cocoplum (red tip) hedge are attached. Landscaping Plan: A landscape plan with legend, illustrate four trees existing, two proposed date palm and four live oaks. A total of one hundred - 18" cocoplum are proposed along the perimeter of the property as a hedge. Refer the landscape plan, sheet L-1 for further details and information. No tree removal permit has been submitted. Existing Conditions: The property survey refers to the existing one story residence with a detached wood storage structure, which is to be demolished. The property fronts SW 77th Terrace with a frontage of 125 feet in width, a minimum of 75 feet is required in the Low Density Residential district, RS-3. Site plan including Zoning District: RS-3 "Low Density Residential" The use will be single-family and the proposed is a two story Mediterranean style residence. Located in the "West Larkin Park" subdivision, the proposed building in relation to the property has larger setbacks than the required minimum. This creates additional green space on the ground floor and greater side distance separation between the abutting adjacent properties. The driveways are 12'-0" in width leading to the porte cochere and the side entrance to the two car garage. At the rear of the property, the proposed swimming pool must comply with the Land Development Code. Pursuant to Sec. 20-3.6(J)(1-4) Pool enclosure as required for swimming pools. The subject property requires a barrier for safety purposes. Pursuant to Section 20-3.5E of the Land Development Code Dimensional Requirements for Single-Family District. The property has a total area of 15,625 square feet, a minimum of 10, 000 square feet is required. The calculation given of 4,683 square feet 6737 SW 77th Terrace ERPB-06-073 presented on December 19, 2006 New Construction: Residential Page 2 of 2 for building coverage includes the proposed building, does not exceed the 30% maximum building coverage allowed of 4,687 square feet. The calculation given of 6,246 square feet for impervious coverage includes the building, swimming pool and deck area, driveway (gravel pervious), does not exceed the 40% maximum impervious coverage allowed of 6,250 square feet. Elevations: The front (south) fagade consists of the entrance with three small square windows above. The architect has implemented the Board's comments by restudying the facades. The second floor balconies is now one balcony and therefore, a chimney is not necessary. The restudy of the placement and additional windows are a positive impact on the east and west facades. The second floor plan and elevations from the previous ERPB submittal of 11-07-06 are attached and labeled for comparison only on your package. Site Plan Review Committee: The committee met on Tuesday, October 31, 2006. The main topic of discussion was the overall impact of the new building on the neighborhood and concurred the following: 1. The Planning and Public Works Department are concerned with the overall size of the building in comparison to the small scale of the existing surrounding homes in the neighborhood; and Pursuant to Section 20-6.1(C) Environmental Review and Preservation Board (3) Power and Duties © The Board shall review scale, color, texture and appropriateness of all proposed buildings,....the overall compatibility of the proposed development with the existing character of the neighborhood. RECOMMENDATION: Final Approval with the following conditions: 1. Provide grading and irrigation plan for the building permit set; and, 2. Pursuant to Sec. 20-3.6(J)(1-4) Pool enclosures are required for the swimming pool. The property requires a barrier; and, 3. Any comments and/or suggestions from the Board. Attachments: ERPB letter dated 12-05-06 ERPB letter dated 11-09-06 Exterior paint colors Copy of LDC p. 138 Application Property Survey on file Photographs of subject property Photographs of surrounding properties (mounted on presentation form) Presentation Color Rendering to be presented at the meeting Architectural plans and engineering plans (SEMP): Site plan, sht. A-1 Floor plan, sht A-2 and A-3 Elevations, sht. A4 and A-5 Sections, sht. A-6 and A-7 LCH K:\ERPB\ERPB Agendas\2006 ERPB AGENDAS\ERPB December 19, 2006\ERPB-06-073FF.doc k SOUT - p rj� � r fr q U INCORPORATED 1927 �O RSO December 5, 2006 Mr.Nader Bayzid 9213 SW 78 PL Miami, FL 33156 Re: Environmental Review & Preservation Board No. 06-073 NEW CONSTRUCTION: Preliminary 6737 SW 77 Terrace South Miami, FL On the ERPB meeting of Tuesday, December 5, 2006 the motion was for preliminary approval with staffs conditions. The next deadline date is Monday at noon, December 11, 2006, for the upcoming ERPB meeting of Tuesday, December 19, 2006 at 8:30 AM. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at (305) 663-6347 at the Planning.Department. Sincerely- ford A. Y is, AICP Acting 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 Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday at 305-663-6347. S°u7T, INCORPORATED 1927 C p BYO November 9, 2006 Mr. Nader Bayzid 9213 SW 78 Place Miami, FL 33143 Re: Environmental Review & Preservation Board No. 06-073 NEW CONSTRUCTION: Preliminary 6737 SW 77 Terrace South Miami, FL On the ERPB meeting of Tuesday,November 7; 2006 the:motion was for deferral with the following conditions: 1. Applicant re-studies the massing of the east ;right) elevation and west (right) elevation. 2. Applicant considers implementing a fireplace which would serve as an accent feature in the proposed living room. 3. Applicant re-studies the placement of window:; at the second floor on both east (left) and west (right) elevation. 4. Applicant submits photographs of the house and/or photographs of the surrounding houses. The next deadline date is Monday at noon, November 13, 2006, for the upcoming ERPB meeting of Tuesday, November 21, 2006 at 8:30 AM. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at (305) 663-6347 at the Planning Department. Sincere Sanford Youkilis, AICP Acting 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 o)ntact Lourdes Cabrera-Hernandez, of the Planning Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday at 305-663-6347. z o Interface Tan . .. .............. ... .......... ... ...... .. ...... ..... .. . .. . ... ... ............ . . z o Polite White co...Z Malted Milk 2 3 A55t a�,n �2c ate- >44 OT caLo 20-6.1 SOUTH MIAMI LAND DEVELOPMENT CODE (c) The board shall elect from its membership a chair and vice-chair for a one year non-successive term, respectively. i. • The chair shall normally preside at all meetings of the board. . ii. In the absence or recusal of the chair, the vice-chair shall preside. (d) A temporary chair may be elected at any meeting when both the chair and vice-chair are absent or recused. (3) Powers and Duties. (a) The board shall have all such powers and duties as are granted by this Code. (b) The board shall review and recommend approval, disapproval or modification on all site plans,projects and specifications as required under the board's mandatory review pursuant to this Code. (c) The board shall review the scale, color, texture and appropriateness of all proposed buildings, additions, and other structures; the quantity, quality and arrangement of all proposed landscaping and open space features;and the overall compatibility of the proposed development with the existing character of the neighborhood. (d) The board shall have the power and the duty to hear and decide matters, specifically prescribed by and in accordance with the terms of this Code. (e) The board shall conduct any other•function which may be designated or assigned by act of the City Commission. (f) Notwithstanding any other provisions of this Code, the Environmental Review and Preservation Board shall not review any additions or alterations to single- family dwellings, unless in the opinion of the Planning and Zoning Director it would significantly affect the character of the residence. (g) Notwithstanding any other provisions of this Code, the Environmental Review and Preservation Board (ERPB) shall review all new construction, painting, remodeling,landscaping and signage projects to be performed by this municipal government (the City), prior to any permits being issued or any work being performed. (4) procedures. (a) Quorum and voting.. i. A quorum shall be three (3) members. ii. An affirmative vote of a majority of the members present shall be required to pass upon any matter on which the board is required to act under this Code. (b) The board shall keep a permanent record of all proceedings before-it. (c) Meetings of the board shall be public and notification of such meetings shall be given in accordance with Code provisions. If any scheduled meeting is not held Supp.No. 9 138 CITY OF SOUTH MIAMI PLANNING &ZONING DEPARTMENT ENVIRONMENTAL REVIEW AND PRESERVATION BOARD APPLICATION 1 (= SOUTH MIAMI,FL STREET ADDRESS OF JOB: '�✓ ' c `� d' , 2l Q . PROPERTY OWNER: j t S11,­3 TEL.NO. ADDRESS: !am f STREET/l CITY STATE ZIP WHAT IS THE PRESENT USE OF THE PROPERTY? SINGLE-FAMILY RESIDENCE BUSINESS OFFICE RETAIL STORE OTHER: APARTMENT OR TOWNHOUSE MEDICAL OFFICE AUTO REPAIR PLEASE,BRIEFLY SUMMARIZE THE WORK TO BE PERFORMED: New C-0onw c-no o WHAT WILL THE TOTAL COST BE TO COMPLETE THIS PROJECT? .p ` ` l APPLICANTS NAME: f TEL NO. �C �. 1 2� ADDRESS: C� 17 �� C� �Lt t'�c� 'i ;r L L !� l STREET I/, �-] CITY STATE ZIP N FAX UMBER: 66,Li J 4� 7 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 OWNERU APPLICANT i OTHER(provide name and address) -� �� 4 PLEASE SIGN YOUR OALTHELINE`ABOVE DATE a "d .a".iF� 3 N r r.wirrdf-Y` 5+� 4�J�'� .' X t•�" y �' f. .i,if�:P (^ �S_s•,��+ir Aa.f? },, t�r244'f�'•�,l�:,n„�,5.�;S+t i a. r F..�.'v;� fii�.. /�� of rv.i-... .1.N.tw1r �J,Y7YY... i.� ,IT.�.>�IMM..-:3-=�. I.0 _ t.•al'.f./� ..�. ..T. ..,. 14w ev—pwr 'Plso r s'K-t Y i iBP1- 1 I •IM !',- •�-t :I' .' "LAS. �►-..+, ¢:.�.-...'s::,0...i;•:. _�,�:r/A •. �j, �.� rep ,._ .. y.�;. . rJ .e.• x,31!''.•Fib° °. ;�: ' .r :' ,��;'tom•� .b�''.y_-f-.,1�.. - -'S `:4 +� ,g �N •�tje' bees. t'.i �:'r.7G•;-"I•' - • -g' - _ .,YN .... s �1 j. ice. 1�s•ro.•,{•,.i':..'.�: t S w,. �• _ .. 1� ��J� It �� � ���•�i. ' if S O U Tit tr � INCORPORATED 1927 �CpRI4 P December 5, 2006 Mr.Nader Bayzid 9213 SW 78 PL Miami, FL 33156 Re: Environmental Review & Preservation Board No. 06-073 NEW CONSTRUCTION: Preliminary 6737 SW 77 Terrace South Miami, FL On the ERPB meeting of Tuesday, December 5, 2006 the motion was for preliminary approval with staffs conditions. The next deadline date is Monday at noon, December 11, 2006, for the upcoming ERPB meeting of Tuesday, December 19, 2006 at 8:30 AM. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at (305) 663-6347 at the Planning Department. Sincere' ors S nford A. Y ' is, AICP Acting 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 Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday at 305-663-6347. CITY OF SOUTH MIAMI Excellence, Integrity, Inclusion ENVIRONMENTAL REVIEW& PRESERVATION BOARD To: Chair &. Members, Environmental Date: December 5, 2006 Review & Preservation Boar Tuesday 8:30 a.m. Via: Sanford Youkilis ��wy( Acting Planning Director tJ From: Lourdes C tt rn andez Re: ERPB-06-073 Planner New Const. Preliminary Applicant: Nader Bayzid Location: 6737 SW 77th Terrace, South Miami Request: NEW CONSTRUCTION: Preliminary Survey including Legal Description: See attached Sketch of Boundary Survey, signed and sealed by professional land surveyor Roberto R. Brizuela and dated 06-17-06. Background: On the ERPB meeting of November 7, 2006 the motion was for deferral with conditions. ERPB letter dated November 9, 2006 outlines the Board's conditions. The Board suggested to the architect to re-study the massing by implementing a fireplace, to add windows, and to submit photographs of the surrounding properties for analysis. A presentation board has been submitted and will be presented at the meeting, which illustrates the properties on SW 77th Terrace. In addition, the previous elevations are attached for comparison purposes only, sheet A-4 and A-5. The revised plans illustrate that the applicant has addressed the conditions. Existing Conditions: The property survey refers to the existing one story residence with a detached wood storage structure, which is to be demolished. The property fronts SW 77th Terrace with a frontage of 125 feet in width, a minimum-of 75 feet is required in the Low Density Residential district, RS-3. Landscaping Plan: No tree removal permit has been submitted at this time. A tree survey must be included with the landscape plan with legend, grading and irrigation plan are required prior to final ERPB review. .Site plan including Zoning District: RS-3 "Low Density Residential" The use will be single-family and the proposed is a two story Mediterranean style residence. Located in the "West Larkin Park" subdivision, the proposed building in relation to the property has larger setbacks than the required minimum. This creates additional green space on the ground floor and greater side distance separation between the abutting adjacent properties. The driveways are 12'-0" in width leading to the porte cochere and the side entrance to the two car garage. At the rear of the property, the proposed swimming pool must comply with the Land Development Code. Pursuant to Sec. 20-3.6(J)(1-4) Pool enclosure as required for swimming pools. The subject property requires a barrier for safety purposes. Pursuant to Section 20-3.5E of the Land Development Code Dimensional Requirements for Single-Family District. The property has a total area of 15,625 square feet, a minimum of 10, 000 square feet is required. The calculation given of 4,683 square feet for building coverage includes the proposed building, does not exceed the 30% 6737 SW 77th Terrace ERPB-06-073 presented on December 5, 2006 New Construction: Residential Page 2of2 maximum building coverage allowed of 4,687 square feet. The calculation given of 6,394 square feet for impervious coverage includes the building, swimming pool and deck area, driveway (gravel pervious), does not exceed the 40% maximum impervious coverage allowed of 6,250 square feet. Elevations: The front (south) fagade consists of the entrance with three small square windows above. The architect has implemented the Board's comments by restudying the facades. The second floor balconies is now one continues balcony and a chimney is not necessary. The restudy of the placement and additional windows are a positive impact on the east and west facades. The second floor plan and elevations from the previous ERPB submittal of 11-07-06 are attached and labeled for comparison only on your package. Site Plan Review Committee: The committee met on Tuesday, October 31, 2006. The main topic of discussion was the overall impact of the new building on the neighborhood and concurred the following: 1. The Planning and Public Works Department are concerned with the overall size of the building in comparison to the small scale of the existing surrounding homes in the neighborhood; and Pursuant to Section 20-6.1(C) Environmental Review and Preservation Board (3) Power and Duties © The Board shall review scale, color, texture and appropriateness of all proposed buildings,....the overall compatibility of the proposed development with the existing character of the neighborhood. RECOMMENDATION: Preliminary Approval with the following conditions: 1. Provide a color rendering prior to final ERPB; and, 2. Provide tree survey and landscape plan prior to final ERPB; and, 3. Provide grading and irrigation plan prior to final ERPB; and, 4. Provide engineering plans prior to final ERPB; and, 5. Pursuant to Sec. 20-3.6(J)(1-4) Pool enclosures are required for the swimming pool. The property requires a barrier; and, 6. Any comments and/or suggestions from the Board. Attachments: ERPB letter dated 11-09-06 Copy of LDC p. 138 Application Property Survey on file Photographs of subject property Photographs of surrounding properties (mounted on presentation form) Comparison only: Second floor plan and Elevations Revised Architectural plans: Site plan, sht. A-1 Floor plan, sht A-2 and A-3 Elevations, sht. A-4 and A-5 Sections, sht. A-6 and A-7 LCH K:\ERPB\ERPB Agendas\2006 ERPB AGENDAS\ERPB December 5, 2006\ERPB-06-073F.doc gOU7r, U INCORPORATED • 1927 P' � ORt� November 9, 2006 Mr. Nader Bayzid 9213 SW 78 Place Miami, FL 33143 Re: Environmental Review & Preservation Board No. 06-073 - NEW CONSTRUCTION: Preliminary 6737 SW 77 Terrace South Miami, FL On the ERPB meeting of Tuesday,November 7, 2006 the:motion was for deferral with the following conditions: 1. Applicant re-studies the massing of the east 'right) elevation and west (right) elevation. 2. Applicant considers implementing a fireplace which would serve as an accent feature in the proposed living room. 3. Applicant re-studies the placement of window.; at the second floor on both east (left) and west.(right) elevation. 4. Applicant submits photographs of the house and/or photographs of the surrounding houses. The next deadline date is Monday at noon, November [3, 2006, for the upcoming ERPB meeting of Tuesday, November 21, 2006 at 8:30 AM. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at (305) 663-6347 at the Planning Department. Sincere , Sanford Youkilis, AICP Acting Planning Director Planning Department An appeal of an ERPB decision or recommendation may be fileli 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 Department,between the hours of 8:00 AM and 5:00 PM, Monday through Friday at 305-663-6347. 20-6.1 SOUTH MIAMI LAND DEVELOPMENT CODE (c) The board shall elect from its membership a chair and vice-chair for a one year non-successive term, respectively. i. The chair shall normally preside at all meetings of the board. . ii. In the absence or recusal of the chair, the vice-chair shall preside. (d) A temporary chair may be elected at any meeting when both the chair and vice-chair are absent or recused. (3) Powers and Duties. (a) The board shall have all such powers and duties as are granted by this Code. 0 (b) The board shall review and recommend approval,disapproval or modification on all site plans,projects and specifications as required under the board's mandatory review pursuant to this Code. (c) The board shall review the scale, color, texture and appropriateness of all proposed buildings, additions, and other structures; the quantity, quality and arrangement of all proposed landscaping and open space features;and the overall compatibility of the proposed development with the existing character of the neighborhood. (d) The board shall have the power and the duty to hear and decide matters, specifically prescribed by and in accordance with the terms of this Code. (e) The board shall conduct any other function which may be designated or assigned by act of the City Commission. (fl Notwithstanding any other provisions of this Code, the Environmental Review and Preservation Board shall not review any additions or alterations to single- family dwellings, unless in the opinion of the Planning and Zoning Director it would significantly affect the character of the residence. (g) Notwithstanding any other provisions of this Code, the Environmental Review and Preservation Board (ERPB) shall review all new construction, painting, remodeling, landscaping and signage projects to be performed by this municipal government (the City), prior to any permits being issued or any work being performed. (4) Procedures. (a) Quorum and voting. i. A quorum shall be three (3) members. ii. An affirmative vote of a majority of the members present shall be required to pass upon any matter on which the board is required to act under this Code. (b) The board shall keep a permanent record of all proceedings before it. (c) Meetings of the board shall be public and notification of such meetings shall be given in accordance with Code provisions. If any scheduled meeting is not held t Supp.No.9 138 CITY OF SOUTH MIAMI PLANNING &ZONING DEPARTMENT ENVIRONMENTAL REVIEW AND PRESERVATION BOARD APPLICATION STREET ADDRESS OF JOB: L�I i ✓ SOUTH MIAMI,FL � �-t� �t !C� � ZI PROPERTY OWNER: j^� � �j TEL.NO. ADDRESS: t -5 STREET CITY STATE ZIP WHAT IS THE PRESENT USE OF THE PROPERTY? SINGLE-FAMILY RESIDENCE BUSINESS OFFICE RETAIL STORE OTHER: APARTMENT OR TOWNHOUSE MEDICAL OFFICE AUTO REPAIR PLEASE,BRIEFLY SUMMARIZE THE WORK TO BE PERFORMED: WHAT WILL THE TOTAL COST BE TO COMPLETE THIS PROJECT? $ APPLICANT'S NAME: U Z TEL NO. CF j C % 1 ADDRESS: �... � � •�� r STREET _ I / CITY STATE ZIP FAX NUMBER: \ 3c)!.- ) 666 J 4 9 7 AS THE APPLICANT,PLEASE,INDICATE YOUR RELATIONSHIP TO THIS PROJECT oe 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 OWNERS APPLICANT f` OTHER(provide name and address) 4 , �� T_• ..y..__. ._._..._._ PLEASE SIGN YOUR NA*f5j5 _T-.H 5-L NE'ABOVE DATE � �;r 'fie � �•► I•, A y L y a t y :2'*'Y - - MOM 'Plato P6'IL`f' I So• fA'*A"A - i •� 2 . Mj VN ..r y. 011V 1 A. N. .1. 1 - r ( j r � } . � r SI•. kl-R I 3 S0 Ur ,4 g F � • INCORPORATED 1927 �O R1V A November 9, 2006 Mr. Nader Bayzid 9213 SW 78 Place Miami, FL 33143 Re: Environmental Review & Preservation Board No. 06-073 NEW CONSTRUCTION: Preliminary 6737 SW 77 Terrace South Miami, FL On the ERPB meeting of Tuesday,.November 7, 2006 the:motion was for deferral with the following conditions: 1. Applicant re-studies the massing of the east right) elevation and west (right) elevation. 2. Applicant considers implementing a fireplace which would serve as an accent feature in the proposed living room. 3. Applicant re-studies the placement of window.; at the second floor on both east (left) and west (right) elevation. 4. Applicant submits photographs of the house and/or photographs of the surrounding houses. The next deadline date is Monday at noon, November 13. 2006, for the upcoming ERPB meeting of Tuesday, November 21, 2006 at 8:30 AM. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at (305) 663-6347 at the Planing Department. Sincere, Sanford Youkilis, AICP Acting 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 Department,between the hours of 8:00 AM and 5:00.PM,Monday through Friday at 305-663-6347. CITY OF SOUTH MIAMI Excellence, Integrity, Inclusion ENVIRONMENTAL REVIEW& PRESERVATION BOARD To: Chair& Members, Environmental Date: November 7, 2006 Review & Preservation Board Tuesday 8:30 a.m. Via: Sanford Youkilis Acting Planning Director From: Lourdes Cabrera-1-11 n ndez Re: ERPB-06-073 Planner New Const. Preliminary Applicant: Nader Bayzid Location: 6737 SW 77th Terrace, South Miami Request: NEW CONSTRUCTION: Preliminary Survey including Legal Description: See attached Sketch of Boundary Survey, signed and sealed by professional land surveyor Roberto R. Brizuela and dated 06-17-06. Existing Conditions: The property survey refers to the existing one story residence with a detached wood storage structure, which is to be demolished. The property fronts SW 77th Terrace with a frontage of 125 feet in width, a minimum of 75 feet is required in the Low Density Residential district, RS-3. Landscaping Plan: No tree removal permit has been submitted at this time. A tree survey must be included with the landscape plan with legend, grading and irrigation plan are required prior to final ERPB review. Site plan including Zoning District: RS-3 "Low Density Residential" The use will be single-family and the proposed is a two story Mediterranean style residence. Located in the "West Larkin Park" subdivision, the proposed building in relation to the property has larger setbacks than the required minimum. This creates additional green space on the ground floor and greater side distance separation between the abutting adjacent properties. The driveways are 12'-0" in width leading to the porte cochere and the side entrance to the two car garage. At the rear of the property, the proposed swimming pool must comply with the Land Development Code. Pursuant to Sec. 20-3.6(J)(1-4) Pool enclosure as required for swimming pools. The subject property requires a barrier for safety purposes. Pursuant to Section 20-3.5E of the Land Development Code Dimensional Requirements for Single-Family District. The property has a total area of 15,625 square feet, a minimum of 10, 000 square feet is required. The calculation given of 4,532 square feet for building coverage includes the proposed building, does not exceed the 30% maximum building coverage allowed of 4,687 square feet. .The calculation given of 6,243 square feet for impervious coverage includes the building, swimming pool and deck area, driveway (gravel), does not exceed the 40% maximum impervious coverage allowed of 6,250 square feet. 6737 SW 77th Terrace ERPB-06-073 presented on November 7, 2006 New Construction: Residential Page 2 of 2 Elevations: A color rendering will be presented prior to the final ERPB review. The building height dimensions are noted on the elevations, sheet A-4 and A-5. The front (south) fagade consists of the entrance with three small square windows above. The entrance doors, east and west portions of the building are emphasized with gable end roofs. The garage doors are not visible on the front elevation because the entrance to the double garage is on the side. The roofs are of a new Spanish the and wood trusses. The exterior finishes include stucco finish for the walls, keystone and stone molding decorate the square and arched windows, and pre-cast balusters at the balcony. The attached sections, sheet A-6 and A-7 provide additional details of the building design. For example, the entrance on section A, sheet A-6, illustrates the relation between the porte cochere and the foyer. Site Plan Review Committee: The committee met on Tuesday, October 31, 2006. The main topic of discussion was the overall impact of the new building on the neighborhood and concurred the following: 1. The Planning and Public Works Department are concerned with the overall size of the building in comparison to the small scale of the existing surrounding homes in the neighborhood; and Pursuant to Section 20-6.1(C) Environmental Review and Preservation Board (3) Power and Duties © The Board shall review scale, color, texture and appropriateness of all proposed buildings,....the overall compatibility of the proposed development with the existing character of the neighborhood. RECOMMENDATION: Preliminary Approval with the following conditions: 1. Provide a color rendering prior to final ERPB; and, 2. Provide tree survey and landscape plan prior to final ERPB; and, 3. Provide grading and irrigation plan prior to final ERPB; and, 4. Provide photos of the surrounding properties; and, 5. Provide engineering plans prior to final ERPB; and, 6. Pursuant to Sec. 20-3.6(J)(1-4) Pool enclosures are required for the swimming pool. The property requires a barrier; and, 7. Any comments and/or suggestions from the Board. Attachments: Copy of LDC p. 138 Application Property Survey Photographs Cover Sheet with Index of Drawings, sheet size 11" x 17" Site plan, sht. A-1 Floor plan, sht A-2 and A-3 Elevations, sht. A-4 and A-5 Sections, sht. A-6 and A-7 LCH K:\ERPB\ERPB Agendas\2006 ERPB AGENDAS\ERPB November 7,2006\ERPB-06-073.doc 20-6.1 SOUTH MIAMI LAND DEVELOPMENT CODE (c) The board shall elect from its membership a chair and vice-chair for a one year non-successive term, respectively. i. • The chair shall normally.preside at all meetings of the board. . ii. In the absence or recusal of the chair, the vice-chair shall preside. (d) .A temporary chair may be elected at any meeting when both the chair and vice-chair are absent or recused. (3) Powers and Duties. (a) The board shall have all such powers and duties as are granted by this Code. (b) The board shall review and recommend approval;disapproval or modification on all site plans,projects and specifications as required under the board's mandatory review pursuant to.this Code. (c) The board shall review the scale, color, texture and appropriateness of all proposed buildings, additions, and other structures; the quantity, quality and arrangement of all proposed landscaping and open space features;and the overall compatibility of the proposed development with the existing character of the neighborhood. (d) The board shall have the power and the duty to hear and decide matters, specifically prescribed by and in accordance with the terms of this Code., (e) . The board shall conduct any other function which may be designated or assigned by act of the City Commission. (f) Notwithstanding any other provisions of this Code, the Environmental Review and Preservation Board shall not review any additions or alterations to single- family dwellings, unless in the opinion of the Planning and Zoning Director it would significantly affect the character of the residence. (g) Notwithstanding any other provisions of this Code, the Environmental Review and Preservation Board (ERPB) shall review all new construction, painting, remodeling, landscaping and signage projects to be performed by this municipal government (the City), prior to any permits being issued or any work being performed. (4) Procedures. (a) Quorum and voting. i. A quorum shall be three (3) members. ii. An affirmative vote of a majority of the members present shall be required to pass upon any matter on which the board is required to act under this Code. (b) The board shall keep a permanent record of all proceedings before.it. (c) Meetings of the board shall be public and notification of such meetings shall be given in accordance with Code provisions. If any scheduled meeting is not held Supp.No.9 138 CITY OF SOUTH MIAMI PLANNING &ZONING DEPARTMENT ENVIRONMENTAL REVIEW AND PRESERVATION BOARD APPLICATION P�. 0&-0791V_ - ` `� STREET ADDRESS OF JOB: SOUTH MIAMI,FL �� � PROPERTY OWNER: �j� i� G� TEL.NO. ADDRESS: STREET CITY STATE ZIP WHAT IS THE PRESENT USE OF THE PROPERTY? - SINGLE-FAMILY RESIDENCE BUSINESS OFFICE RETAIL STORE OTHER: APARTMENT OR TOWNHOUSE MEDICAL OFFICE AUTO REPAIR PLEASE,BRIEFLY SUMMARIZE THE WORK TO BE PERFORMED: NE'11� Go�SrtlZt�G't"10l1� WHAT WILL THE TOTAL COST BE TO COMPLETE THIS PROJECT? X554APPLICANT'S NAME: U Al �I TEL NO. z8o� ` 1�)C�J '1 ADDRESS: Q r L 3 I j 11 - (� 1 STREET CITY /� [��t T] CITY STATE ZIP FAX NUMBER: \ W5 / l'�C"..6 54T7 1 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 OWNERCiC��?Y APPLICANT G6q 13 ) __!Sc� _,E�I Et OTHER(provide name and address) PLEASE SIGN YOUR r 6N_J449- NE"ABOVE DATE . � �p� . o� • o-13 I! R i t I ep73'7 sw '77 7MYLOaC& i .r2 a .hr • 4_.-_tics •.�..� ,�. v✓1'h ...,�p cf t•t7, re u of 1y" •.:� - f4ns.'� ,� f ... ..- .. : \ S °sti s "r i_., 94'1 sL rj t k i�! W LEGAL DESCRIPTION:LOT 8,9,10,11&12, BLOCK 4 OF "WEST LARKINPARK" zH SUBDIVISION,ACCORDING TO THE PLAT THERE OFAS W RECORDED IN PLAT BOOK 12 AT PAGE 49 OF THE PUBLIC RECORDS OF wa N H W DADE COUNTY,FLORIDA W z CERTIFICATION TO: SOLVEIG SEVEN LLC., TRANSATLANTIC BANK, ATTORNEY'S TITLE INSURANCE FUND, INC. RICARDO MARTINEZ-CID a o LOCATIONMAP N.T.S. U E" WZ WW H W PLAT UMITS Z 3286' 0 N w ° ® 5 � 1 A 4 W I � q 14 13 12 11 70 9 8 7 6 3 I W - aw Q 2 s Ww � W N _ 150.0' _TcoN� o W Ed, W S.W. 77th TERR. ROBERTO R BRIZUELA&ASSOCIATES W H LAND PLANNERS -- SUR7EYORS `� z rA x PROPERTY ADDRESS: W 6737 SW 77 TERRACE, w MIAMI,FL � "LEGEND" PJLM.PERMANENYREFERENCEMOAWENT UE. -UTILITYEASEMENT P.CP.-PERMANENT CONTROL POINT W.F. -WOOD FENCE ROBERTO R. BRIZUELA & ASSOCIATES S.I.P. SET RONPIPE DPST"PED R COR 7319 WEST FLAGLER STREET F.D.A.-FOUND DRILL HOLE S.N.D.SET NAIL&DISCSTAMPED ALS S.D.H.SETDRILL HOLE F.P:D.-FOUND NAIL k DISC MIAMI, FLORIDA 33144 C/L -CENTER LINE CB.S-CONCRETE BLOCKSTRUCTURE PHONES: (305) 551-4393 RES -RESIDENCE ENC -ENCROACHMENT LF.E.-LOWEST FLOOR ELEVATION CL -CLEAR FAX: (305) 266-6112 F.FE.-FINISH FLOOR ELEVATION RIW -RIGHT OF WAY CIF.-CHAINLINFFENCE FLOOD INSURANCE ZONE INFORMATION SOURCE FLEVATIONPROVIDED BYDADE COUNTYSURVEYDEPARMENT - COMMUNITYNUMBER PANEL NUMBER SUFFIX DATEOFFIRMINDEX FIRMZONE BASEFLOODELEV. RELATIVE TOMEANSEA LEVEL NATIONAL GEODETIC VERTICAL DATUM OF 1929 120658 0260 J 3-2-94 aXa NONE LOCATOR INDEX BENCHMARK NO: ELEVATION I HEREBY CERTIFY:That the attached"SKETCH OF SURVEY"of the above described property is correct to the best of my knowledge and belief as recently surveyed under my direction, and that there are no encroachments other than those shown,and meets the inteni of the Minimum Technical Standards set forth by the Florida board of Land Surveyors in chapter 61617 of Florida Administrative Code,pursuant to Section 472017 of Florida Statutes JOB NUMBER: 06-06-436 SURVEYOR'S NOTES: S FIELD BOOK: FILES r � 1-Examination of ABSTRACT OF TITLE will have to be made to determine recorded lnstramenn, lfany,af-ing this property: 1-Location and indewifieadan of Uldida ifany,are shown in.—dance with recorded Plat FIELD WORK DATE: 06— — y-0 vneanip is rub/ea ra oprNrory of TITLE. K ROBERTO BRIZUELA 4-Type of sarvey.-DOUNDARYSURVEY". REVISIONS 1: S-This.—yi—t Valid untas Signed andSeahedby the Surveyor afReeard PROFESSIONAL LAN ',SURVEYOR 6-A9 Right of Ways shown arc Public unless otherwise noted, REVISIONS 2: Z Lands Surveyed as described STATE OF FLORIDA g-No underground Insmaadons on Improvements Have been Located,Except As Noted REVISIONS 3 COPYRIGHT ROBERTO BRIZUELA&ASSOCIATES,ING i SKETCH OF B 0 UNDAR Y S UR VE Y SCALE : 1 "=20' rr Iz :n O OO p 1 :Tl Z o "= � C,� oD D 125.00' R&M. 25.00' 6� 2.00' , s. ~�p o. v 4.85'1 x- 17.60'. 4.55'00 o. 0� 30.20' q 0.50 N) o, 9.00 o n> u Nm x 30.00' 9.00' N N m o;0 o o 'a 0 0 38.85' 26.50' v / °O. "A to r o ' o O O D X rn 3) o� n m D 0 c iA 00 P v 0_ 30.50 7.00' 0 10.3 O O 4 cAi w D �6 X N A � r A 2 D D v p X. rLU r 00 1.00'ENC ti 0.20'CL 25.00' 1 4'CL.F. t SCALE:1"=20' 0 125.00' R&M. o z .�A O Z Np r K) 0 C- p Z 0 � O 0 � 10 v NN 1 (A I v) w LEGAL DESCRIPTION.- BLOCK 4 OF "WESTLARKINPARK" F' H SUBDIVISION,ACCORDING TO THE PLAT THERE OFAS wx w a RECORDED INPLATBOOK 12 ATPAGE 49 OF THE PUBLIC RECORDS OF FFC. N H W DADE COUNTY,FLORIDA w W z CERTIFICATION TO: SOLVEIG SEVEN LLC., TRANSATLANTIC BANK, Z ATTORNEY'S TITLE INSURANCE FUND, INC. ? RICARDO MARTINEZ-CIO a o LOCATIONMAP N.T.S. wz w F W PLAT LIMITS Z 3286' wz N ® 5 1Z AW 4 iX O I W W w q 14 13 12 11//10, 9 8 7 6 3 I p U s / � W J H { 1 W N _ 150.0' _ _�� j W U E-+ S.W. 77th 7ERR. ROBERTO R BRIZUELA&ASSOCIATES H LAND PLANNERS -- SURVEYORS PROPERTY ADDRESS: A 6737 SW 77 TERRACE, w �wy+ MIAMI,FL "LEGEND" .. O P.R.M.-PERMANENT REFERENCE MONUMENT U.£ -MLITYEASEMENT �+ P.CP.-PERMANENT CONTROL POINT WE -WOOD FENCE ROBERTO R. BRIZUELA & ASSOCIATES sir -SETIONPIPED2^STAMPED M CORD i 7319 WEST FLAGLER STREET F.D.H.-FOUND DRILL HOLE S%D..SET NAIL E DISCSTAMPED P.L.S. S.D.H.-SET DRILL HOLE F.N.D.-FOUND NAIL A DISC MIAMI, FLORIDA 33144 0L -CENTERLINE CB.S.-CONCRETE BLOCK STRUCTURE PHONES. (305) 551-4393 RES -RESIDENCE ENC -ENCROACHMENT LF.£-LOWEST FLOOR ELEVATION CL -CLEAR FAX: (305) 266-6112 F.F.E.-FINISH FLOOR ELEVATION R,W -RIGHTOFWAY CLF.CHAINLINKFENCE FLOOD INSURANCE ZONE INFORMATION SOURCE ELEVATIONPROVIDED BYDADE COUNTYSVRVEYDEPARM£NT COMMUNITYNUMBER PANEL NUMBER SUFFIX DATE OFFIRMINDEX FIRMZON£ BASE FLOOD ELEV. RELATIVE TO MEANSEA LEVEL NATIONAL GEODETIC VERTICAL DATUM OF 1929 120658 0260 J 3-2-94 W NONE LOCATORINDEX BENCHMARK NO. ELEVATION I HEREBY CERTIFY:That the attached SKETCH OF SURVEY"of du above described property is correct to Ike best of my knowledge and belief as recently surveyed under my direction, and that there are no encroachments other than those shown,and meets the intent of thi Minimum Technical Standards setforth by the Florida board of Land Surveyors in chapter 61G17 of Florida Administrative Cody pursuant to Section 472017 of Florida Statutes - JOB NUMBER: 06-06-436 SURVEYOR SNOTES: S FIELD BOOK: FILES 1-Fsmnrnarion of ABSTRACT OF TITLE will have to be made to d,% min recorded twramcan, lfany,affecdng this p-pe fy- FIELD WORK DATE: —17-06 Ltoeodon and Inderttification of UhWft Jfa.y,are show.in aec-&—With"corded P&L ROBERTO BRIZUELA ;_—Yp�f S�b^BOUNDARY URVEY". REVISIONS I: PROFESSIONAL LANR SURVEYOR $hism 1 ways shown d PrMgca..dmSeatcdEbey heeSSarv7—.gfRerord REVISIONS 2: 0 3064 T-Lands S.rvcyedasdes.ibed - d- REVISIONS 3: STATE OF FLORIDA No underground Imeaaadom On Impmr—ts Have been Located,£rape As Noted. COPYRIGHT ROBERTO BRIZUELA&ASSOCIATES,INC � 1 _ SKETCH OF BOUNDARYSUR VEY SCALE : I"20' 0 z:n o O ^ OZ N n � o IZ n � �. oZ v D C,a - 25.00' 125.00' R&M. ° ro 2.00' c�0. v 4.85' r x p,, 4.75_ °1 17.60' 4.55'00 30.20' 0 0.50 - - :n 9.00 �o n> as in rzm X u 30.00' 9.00' o> co Z N L,mo� o i 38.85' o I Oy 26.50' \o o N x � N , j p - r tJ� o :- \\ r0 M m x moo. \��. o X R n I of m o 0 0 �r 30.50' 10.30' 7.00' O O A 0o N �� moo. pri n c6 x D {. M _ x r A •rD-1.1 � � V r t0 100- O x 1.00'ENC � y 0.20'CL 25.00' "ll 4'CL.F. ^ SCALE:1"=20' 1,cb zo Z o 125.00 R&M. ct y ( f nO r I � r J! v SKETCH. OF BO UNDAR Y SUR VEY SCALE : If =20' z,, 0 OD R� y O 10 C �N N z P r 125.00' R&M. 25.00' a a ii ii n n a ii n i a a f 2.00' P r- x pp o. D lj 4-8 ' 4.75 w 17.60' 4.55'00 \� 30.20' 0 0.50 °' N) 9.00 ;o0 n� M Z x C N �j\mN 30.00' 9.00' rn z o 0 N- v; m A r�r 0 00 x c C) y 38.85' 26.50' �C „ � � v c v Ul " N -k t r U' o •` o 0 O O o ? O > r M x n 0 co D 0 u W O v m° o o r r 30.50' 0 7.00' O O 10.30' >I �i E �O o . D -u �6 x D N A 'V � Z A ? D r ,{ q x. 00 1.00'ENC �,l i 0.20'CL ou 25.00' 4'CL.F. o?' N .125.00' R&M. o z:n D o PP r- oN 0 z - I or r 00 � p > FF W LEGAL DESCRIPTION:LOT 8,9,10,11&12 BLOCK 4 OF "WEST LARKIN PARK" Z H SUBDIVISION,ACCORDING TO THE PLAT THERE OF AS Wes RECORDED IN PLAT BOOK 12 AT PAGE 49 OF THE PUBLIC RECORDS OF wa N H W DADE COUNTY,FLORIDA_ WO CERTIFICATION TO: W Z NADER BAYZID AND SOLVEIG BAYZID ; TRANSATLANTIC BANK , FLORIDA STATE- �D CHARTERED BANK ; ATTORNEY ' S TITLE INSURANCE FUND, INC . , ITS SUCCESSORS > >, AND/OR ASSIGNS , ATIMA, AND RICARDO MARTINEZ- CID , AS AGENT THEREOF'. a o LUCATIONMAP H wz W WPLAT LIMITS Z 0 0 ® _ 3286' x Z 5 I .Z W 4 1 :4$1 W' A 14 13 12 11 10 9 8 7 6 3 p 2 I � s ww f 1 W V — — — — 150.0 — Co1� W E x W S. W. 77th TERR. ROBERTO R. BRIZUELA&ASSOCIATES W H LAND PLANNERS -- SURVEYORS `4 z x PROPERTY ADDRESS: W 6737 SW 77 TERRACE, w MIAMI,FL "LEGEND " P.R.M.-PERMANENT REFERENCE MONUMENT U.E. -UTILITYEASEMENT z P.GP.-PERMANENT CONTROL POINT W.F. -WOOD FENCE ROBERTO R BRIZUELA & ASSOCIATES F.I.P. per OxP1PE b22"STAMPED R -RECORD 7319 WEST FLAGLER STREET F.D.H.-FOUND DRILL HOLE SND.-SET NAIL&DISC STAMPED ALS SD.H..SET DRILL HOLE F.N.D.-FOUND NAIL A DISC MIAMI, FLORIDA 33144 CL -CENTERLINE C.B.S.CONCRETE BLOCKSTRUCIURE PHONES: (305) 551-4393 RES -RESIDENCE ENC ENCROACHMENT L.F.E.-LOWEST FLOOR ELEVATION CL CLEAR FAX: (305) 266-6112 F.F.E.-FINISH FLOOR ELEVATION RIW -RIGHT OF WAY GLR CHAIN LINK FENCE FLOOD INSURANCE ZONE INFORMATION SOURCE ELEVATION PROVIDED BYDADE COUNTYSURVEYDEPARMENT COMMUNITY Num,!fl PANEL NUMBER SUFFLC DATE OF FIRM INDEX FIRM ZONE BASE FLOOD ELEV. RELATIVE TO MEAN SEA LEVEL NATIONAL GEODETIC VERTICAL DATUM OF 1959 { 120658 0260 J 3-2-94 W NONE LOCATOR INDEX BENCHMARK NO: ELEVATION r !HEREBY CERTIFY:Tkat the attacked SKETCH OF SURVEY"o the above described property is correct to the best o m knowkd a and belie as recentI su ed under m direction, l p perty l y g I y y _ and that there are no encroachments other than those shown,and meets the intent ojtke Minimum Technical Standards set forth by the Florida board of Land Surveyors in chapter 6IG17 I of Florida Administrative Code,pursuant to Section 47Z 027 ofFlorida Statutes, ! - JOB NUMBER: 06-06-436 % SURVEYORS NOTES: - FIELD BOOK FILES I-Examination ojABSTRACT OF TITLE will haw ro be wade to def—ine recorded Inur—en s, : ifany,afleeting!hk property. FIELD WORK DATE: 06-17-06 1-Location and Indmdfx don of Utilities ijany,are shown In a-ord nce with recorded Mac 3-0—hip Is subject to OPINION OF TITLE. ROBER R BRIZUELA 4_r pe of survey,"BOUNDARYSURVEY� REVISIONS 1: SS! NAL LAND SURVEYOR S-This sn—y is nor Valid unless Signed and Sealed by the Surveyor f Record 6-AB Right of Ways shown arc Public artless whenvise uored. I REVISIONS 2: No 30 4 7-Lanes Su veyrd as described REVISIONS 3 STATE OF FLORIDA $-No underground Installations On Improvewents Haw been Located Except As Noted COPYRIGHT ROBERTO BRIZVELA&ASSOCL4TES,ING E ARCHITECT. F.NAIL (NO I.D.) '-0"RBM. F NAIL Bell i n & Pratt ( 125 - - _ - - - - - - — - - - - (NO I.D.) architects , LLC E E 27'-4" E E E , 13, LANDSCAPE LEGEND AA26000863 9 !,yip INFORMATION REQUIRED TO BE PERMANENTLY AFFIXED TO PLAN 285 Sevilla avenue t, N y I coral gables.florida.33134 D ^ F ZONING DISTICT: RS-3 NET LOT AREA: 15,625 SF ACRES 0.358 tel 305.447.1927 LANDSCAPED -- -- AREA fax 305.443.5986 i POOL MCK q 9 RLPOO OPEN SPACE REQUIRED PROVIDED � I I AARN ASCAPED R4'-9" N A.Square feet of open space required by Chapter 33,as Indicated on site plan: Marshall Bellln AR-5564 y 9 Net lot area= s.f,x %_ a.f. Glenn H Pratt,AIA,AR-9608 M B.Square feet of parking lot open space required by Chapter 18A,as Indicated on site plan: No.parking spaces_x 10s.f.per parking space= io POOL PROJECT: 5 C.Total s.f,of landscaped open space required by Chapter 33:A+B= I I PCOLIDEO LAWN AREA CALCULATION A RESIDENCE for ^y4 3'-0' 11-8 q A. total s.f.of landscaped open space required by Chapter 33 SOLVEIG SEVEN, LLC. v � 7' 29'_0„ I, B.Maximum lawn area(St.Augustine sod)permitted= %x 50 s f.= 15,625 7,812.5 SF 7,812.5 SF 6737 SW 77 TERRACE EXIST. SEPT XJ TANK POOL DECK ; 9 TREES MIAMI, FL. 33143 ____________ LOT 13 I 2AII, BANDON ; A.No.trees required per net lot acre Is r BLOCK4 i ; ;i J u LJ —_--------__ LJ a L, �i v Less existing number of trees meeting minimum required(MINUS) LANDSCAPING I I BALCONY I I PLAN BY: i I, BALCONY I, _ 4TREES 7 TREES 9 trees x net lot acreage B.30%Palms allowed:(2 palms=1 tree)Palms provided= I I I C.%Natives Required:No.trees provided x 30%= D.Street trees(maximum average spacing of 35'o.c.): 4TREES 4TREES L. a 125' linear feet along street/36= arTchltecture 9 L Palms as street trees(max.average spacing 25'o.c.): /�1�associates Inc. FIN.FIRST FL.EL.0'A"=+1Z<No,V.D. Architect �1 ite Ct linear feet along street/25= /"` 9 9 E.Street trees located directly beneath power lines(maximum average spacing ON I of25'o.c.): linear feet along street/25 RubenTravieso = AR 000 8229 v ; e •- NEW TWO STORY ® F.Total number of trees provided= 8 TREES 11 TREES 2248SW 57 AV.,MIAMI,FL.33156 ( RESIDENCE#7385 ° 4 -786.260.7522 Cell-786388.0312 PHN SHRUBS D _` 786.38&0366 FAX As CV 80 100 COCOPLUM -E.MAIL:rtibentravie60- bellsouth.nel g r- A.No.trees required x 10=no.shrubs allowed - o� B.No.shrubs allowed x 30%=no.of native shrubs required 16 ARICA PALM- 9 ' P rER IRRIGATION PLAN:Required by Chapter 33.Auto irrigation or PROVIDE LAWN SPRINKLER SYSTEM AS PER 98-13 - ' hose bib provided. J New 1500 GI ��J Septic Tank j I v I s - Native I I I ' Tree Name Min. Canopy I 1 Species -- ----L '' . I Symbol Height ht Diameter ^^. New Exist. Scientific! Common O r I A 4 Mango Yes 10'-12' 7 Live Oak Yes 8' 15' 5-0" ;II O DRAINFIELD(1274 ISSUE DATE:12-09-06 S.F.) N .. _ —i; 9 PROJECT No.: DRAWN BY, 9 IOUNT " i3 I � MOUNT APPROVED 6Y: MOUNT swALE v D /� p Yes 18" LANDSCAPED .12 0 1..7-0. 5 I 100 COCO lum I9 MOUNT SWALE AREA I ^� :ANOSCAP -- ------ ----------------- --------- ---- I � ^' E AREA Arica Palm Yes 42.. MOUNT -'- s I 15 ORIVEWPY I - ORIVEWAT ' C ID y # " 22'-6" ' C 17 10 �.2 sui •a-g n .. WALE 2 ^� O +9.00' GRAVEL �I��� � � ^IN F.NAIL 9 O DRIVEWAY D -f� 29'- ' O .5�(,1l TCR MAIN F.NAIL (NO I.D.) w a a a i$ a E. (N LID.) ALL DRAWING AND WRITTEN MATERIALS 125'-0"R&M. HEREIN CONSTITUTE ORIGINAL WORK OF .- THE ARCHITECT AND MAY ONLY BE DUPLICATED WITH THEIR WRITTEN CONSENT. WATER MTR. 17 O 10 O SEAL: PARKWAY 101CONE OF 10'C ONE OF 10'CONE OF t0'CONE OF I 2'WTR.SERVICE LINE C 17' oo NOr. VISION VISION VISION VISION OC i LEAOea. TO EXIST.WATER MAIN -_ - PARKWAY ' IT HOUSE ovr I'C. z z 5 wi TN T.NO ULING N 4 A PST'.EP LUR'"U APPiOVE FNI.T dl D ° 14 1312 11 10 9 8 7 6 3 al rwoRiolNSiuwiroN. 2i S. W. 77th. Ter race 1 al SIGNATURE: T ���GVYb bNNL BEOF uTiEN-W-c _ r.'GBNba i /// nU3Ea—S'Sf1L OF -- — REMOVE BURV➢fROM GOVERWP-M SW 77th TERR. I TCPOf ROCTBALL caorcNOVER fcLaT 50'-0"TOTAL RAN YUYE-1—OVEO EmRGrBRAacR. SHEET TITLE, M° _ r or R E C " LANDSCAPING PLAN TO iRE--ERup DE A.MA%IMUMOFf LANDSCAPING PLAN Location MaL//� SCALE: 1 ` LvOOD bTAKE.Of SCALE:1/8"=1'-0" N.T.S. EnG wTO bTaIVE SUITABLE 9REAND SCALE:3/32"=1'-0" REF. Roo*FALL sxeeT No.:t TYPICAL TREE PLANTING DETAIL .,.u. LEGAL DESCRIPTION: L NEW Lots 8,9,10,11&12 Block 4 of West Larkin Park subdivision,according to the Plat thereof as recorded in Plat Book 12 Page 49 of the Public Records of Miaml-Dade County,Florida NOTE GENERAL NOTES ARCHITECT: THERE ARENO PERTINENT FEATURESON THE PROPERTY OR ON ADJACENT I - ALL WORK SHALL BE IN COMPLIANCE WITH THE F.B.G. FLOOD LE ND PROPERTIES WHICH WILL AFFECT THE SEPTIC SYSTEM INSTALLED LATEST EDITION AND AMENDMENTS AND ALL Bellin & Pratt APPLICABLE STATE, LOCAL REGULATIONS AND Residential New Construction architects , LLC ORDINANCES HAVING JURISDICTION OVER THE AA26000863 SOIL TREATMENT STATEMENT PROJECT. ADDRESS: 6311 SW 11th TERRACE PROVIDE SOIL FUMIGATION AS REQUIRED BY FLORIDA BUILDING CODE-SECTION 1816- TO VERIFY EXISTING CONDITIONS FOR TERMITE PROTECTION.AREA TREATED SHALL INCLUDE BUILDING FOOTPRINT,PLUS 3 - CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY LOT: 8,9,10,11,12 BLOCK: 4 PLAT BOOK: 12 PAGE: 49 coral gables.florida.33134 ADDITIONAL 5'-0•AROUND PERIMETER WALLS. DISCREPANCIES FOUND FOR CLARIFICATION, PRIOR tel CONTRACTOR SHALL SUBMIT CERTIFICATE OF COMPLIANCE ISSUED MY A LICENSED PEST TO EXECUTING HIS WORK. HIGHEST CROWN OF ROAD ELEV: 11.62 FT.NGVD.HIGHEST CROILN OF ROAD ELEVATION fax 305.443.5986 CONTROL COMPANY USING LANGUAGE DESCRIBED N REFERENCED FLORIDA BUILDNG 4 - CONTRACTOR SHALL MAINTAIN THE SITE GLEAN AND• CODE sEcrioN. FREE OF DEBRIS AT THE END OF EACH WORKING DAY WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEY,OR A CERTIFIED SURVEY PREPARED BY: Marshall Bellin AR-5564 F.NAIL F.NAIL Glenn H Pratt,AIA,AR-9608 (NO ID.) t25'-m'Ra•1. (NO LOJ ROBERTO R BRIZUELA PLS LIC.• 3064 13'-2' 11'-4' `® II-2' 21'-4' ,13'm' LOWEST FLOOR GARAGE/STORAGE ADJACENT GRADE SWALE AREA PROJECT. 'V0' v ELEVATION FLOOR ELEVATION ELEVATION ELEVATION A RESIDENCE for Nlc� ; SOLVEIG SEVEN, LLC. PROPOSED 1183 FT.NGVD 1183 FT.NGVD 11.10 FT.NGVD FT.NGVD 6737 SW 77 TERRACE _HAIN S,- -- -- LINK � 'Qb, _ LNdDBCAFE 1 FENCE AREA POOL MIAMI, FL. 33143 I I r I LANDSCAPED R4'-a• " I }AREA - ALL ELECTRICA,MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD I m I I ELEVATION $ m POOL P 9 ALL AREAS BELOW BRIE.SHALL BE PROVIDED WITH A MINIMUM OF TWO(2)OPENINGS HAVING A ran D �, TOTAL NET AREA OF NO LESS THAN ONE SQUARE INCH OF OPENING FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING.THE BOTTOM OF THE OPENING WILL BE NO HIGHER THAN ONE el)FOOT ABOVE GRADE AND LOCATED ON DIFEIRENT SIDES OF THE ENCLOSED EXIST. AREA OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS.FLOOD RESISTANT SEPT. POOL ; MATERIALS WILL BE USED BELOW BFE. TANK ----------- DECK II TO BE I i - I ALTERNATIVELY,SEE A CERTIFICATION BY PE.ON THE PLAN LOT 13 r i Lot 1 NOTES INDICATING THAT THE DESIGN WILL ALLOW FOR THE AUTOMATIC EQUALIZATION OF BLOCK J LJ LJ ------------ LJ LJ L I BLOCK HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS. BALCONY BALCONY ii 4 I I III II THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT I I ; PROPERTIES.WHERE NECESSARY, INTERCEPTOR SWALES WILL BE CONSTRUCTED ON SITE WITH NO ENCROACHMENT OVER ADJACENT PROPERTIES. I I I � 0'-0' • 1233 FT.NGVD w A/C (OND. FIN.FIRST FL EL 0'-O'-+12'-4'N.GV.D b . _ � n � ; �� SITE DATA sy v NEW TWO STORY n L A c I RESIDENCE 7985 9 ZONING DISTRICT: RS-3 REQUIRED PROVIDED 5 LOT AREA 10,000 a.f 15,625 s.f 4'-m FRONTAGE 15'-0'(Min.) 125 s.f I I LOCKING, LINK i GIAN SETBACK—HOUSE FIRST FLOOR PROGRESS aPRRJG r------------- FEN ACTIVATED I _I NBN l50C(,� J FRONT 25'-0' 25'-0' ISSUE DATE:70-0�-06 GATE ii i i Septic I I I REAR 25'-0' 21'-4' PROJECT NO.: EAST SIDE 7'-6' 13'-0' DRAWN BY:E.D. I" WEST SIDE 15'-01 161-0' APPROVED BY: I I I __ ____�_—_ ..•. .." III LO NG, SETBACK—HOUSE SECOND FLOOR ACT VATIED FRONT 25'-0' 46'-ro' GA - n REAR 25'-0' 44 I 0 EAST SIDE 15'-0' 21'-0' DRAIt.PIELD(1214 WEST SIDE 15'-0' I i aPJ I I SETBACK—POOL s FRONT 25'-0' 46'-6' _ I ALL DRAWING AND WRITTEN MATERIALS % `. 9 REAR 12'-6' 121-6' HEREIN CONSTITUTE ORIGINAL WORK OF .�.-m' Q 23'-2' T1'-0' •' I THE ARCHITECT AND MAY ONLY BE EAST SIDE 10'-Ia' 46'-�' DUPLICATED WITH THEIR WRITTEN LANDSCAPED .p0 a C D I WEST SIDE 10'-0' 50'-0' CONSENT BRIMAY SEAL: I MAXIMUM HEIGHT (TO MEDIAN ROOF) 25'-0' 24'-0' 'm Is'-a �'-a 21'-4• 13'm• MAXIMUM BUILDING COVERAGE �� I --------------------------------------- 309. OF 15625 = 4,681 S.F. 4,683 S.F. / I S :.. GRAVEL 1'WRi.SERNGE LIN / 4 DRIVEWAY 29'-m' TO EMST.WATER MAI / �I F.NAIL .•.'�'•�:''• � '••.� F. IL 1st FLOOR BUILDING AREA (NET) N/A 3,826 S.F. % (NO 1 00111 141318.;11:30/9,%8 7 8 3 — — — — MUM 2nd FLOOR AREA (NET) / %// �� SIGNATURE: — — — — — — 129'-0•Rm. 60% OF 3,826 = 2,295 S.F. 1,590 S.F. / 2 Da I R U ATER HM (BUILDING FOOTPRINT.IMPERVIOUS oo DECK, & A/c) ---/// . T TITLE: 2'wrR.SERVCE INE F1. auAY PA1aGUAY SW 77th TERR� �i" ROOF. /SITE PLAN e TO EXIST.WATER MAIN ; 409"6 OF 15,625 = 6,250 s.f. HOUSE 4,683s.f. Roof / Site Plan POOL 4 DECK 1,5058.f. SCALE: SCALE: 1/8" = 1'-0" POOL EQUIPMENT 18 S.F. SCALE:3/32"=1'-0" BOND. 40 S.F. Location Map SHEET No.:I TOTAL AREA 6,246 8.f. N.T.S. S. W. 77th. Ter race i -- -�� ------ --------- - ------ ------ --- --------- ----- - ---- LEGAL DESCRIPTION: Al E 5,-01, TOTAL RAU Lots 8,5,10,11412 Block 4 of West Larkin Park Subdivision,according to the Plat thereof as g recorded In Plat Book 12 Page 49 of the Public Records of Miami-Dade County,Florida ARCHITECT: Bellin & Pratt architects , LLC E AA26000863 28'-4• D._S. b'-4' ,5'_b• 8'-4• .2'-2- 5'-4' 1'-4' b'-4' 2'-2' 285 sevilla avenue coral gables.florida.33134 POOL F-- -- --- ------- --- -- -- tel 305.447.1927 \\\ b\ O3 O b\ � fax 305.443.5986 LLLL I , j I \ / Marshall Bellin AR-5564 Glenn H Pratt,AIA,AR-9608 CO C. DEC I'-2 4'-2' 9'-4' 2'-m' 9'-4' 4'-2• PROJECT: F�� - 4 \\\ //' A RESIDENCE for \\ ,/ e SOLVEIG SEVEN, LLC. ,�- ------ -- - - -- --- I \ , - 6737 SW 77 TERRACE © -- --m-�--------- - ---------- \\ /' o MIAMI, FL. 33143 / ■ o r---------- - ■ ■ \Y/ a I '" - I � 2-5, 2-2• b-4• 2_2• 2-5• I COVERED I COVERED q I \\ MASTER / b a I a,i- -2- b'-4 'v 2'-2• 2 . - I �\-....-- BEDROOM �/- - --I- - -- tiV\ 05 - - © �\� STEEL 9E T� 1' 2'2' . - ---- - b, I I q a� I® 2-6' i-b• I Im-m• I STEEL COL 2.0. m _4. 5._1. —7---- a I lS STR DWGSJ I Y b 11 �• - -� I I 7----- �- FF 'O \J'4 4'-0- b_2 ,I 4'- 10-0. 4' 21'-0' 14'-&' I 20F0- S I n I I KITCHEN Aeb WALL I I I 3 V LIVING ROOM • a D I _ _ _ r- _ _ _ I _ DINING �o DEN O 7 r v I W.I. CL. ROOM. s v. I i a° ❑° y b D I 3._0. 4' 2._10. 4- is w• I BATH AREA • 4,532 / \ SQ. FT. LINE OF I I STEEL COL. -® 12 e \ AMOVE I !eTrz ou�b� v \\\ 12 \\\ s A C ® �— I— — ----1--- a ❑ O O --- -- �� - -- - a 9 I / � I m m W.I. CL. \ 14 I "�+ '-Im B'-m• 10 PROGRESS B TH ® ® ® ® ® ® m UP _ I O a I I —I---- • — — III 11L[1111 III ISSUE DATE:10-01AB I I 19'-Im' L— — g•b._b. 2_. 12'4' r PROJECT No: DRAWN Br:E.D. MASTER �\ s'-s s'-a• r-4 s'-4 i'_I :+ g I BATH / \ I r—T— 1 B O APPROVED BT: < 4 / \ 4 �--I STAFF s b'-4' / b'-S' \ 5'-4' ,� ————— O 31 TTT—I—F O 0'-4' m / % /1\\\ \ \ 9 I / m b b's m I -- I I ALL DRAWING AND WRITTEN MATERIALS HEREIN CONSTITUTE ORIGINAL WORK OF THE ARCHITECT AND MAY ONLY BE \ / / DUPLICATED WITH THEIR WRITTEN 4 SEAL: CONSENT 6'-4• S'-S' V-4- LEGEND e I I I I \ New CCN—eLOac C I _ // \\ CCNSTUCTION / \ / ` SIGNATURE: z NEW GYP-BOARD)STL. d STUD PARTITION x ExISTMGCONBTRUCTIa - TO REMAIN I / j NEW cow_COL. SHEETTmE: EXIST. /DEMOLITION S I ------ ------- I / m IC_-_ --l-� —]I I SCALE: SCALE:1/4"=1'-0" Ground Floor Plan -_ _________ _______ __ _ SHEET No.:2 SCALE: 1/4" = 1'—C" �Y A 2 le'-a• 2r-b• Ib'-m• m-Im' sr-a• F I' ARCHITECT: Bellin & Pratt architects , LLC AA26000863 285 Sevilla avenue coral gables.florida.33134 tel 305.447.1927 fax 305.443.5986 Marshall Bellin AR-5564 Glenn H Pratt,AIA,AR-9608 PROOF E EIELOw 64'-4' PROJECT: A RESIDENCE for SOLVEIG SEVEN, LLC. 6737 SW 77 TERRACE RAILING a L LJ L_J RAILING MIAMI, FL. 33143 ROOF EEL co BALCONY BELOW IEEE BTR UIGBJ 42'HT.WALL B CONY H'_i' 2'_5' 9,_9. y._2. y�_y. 2._S. 9'_4. 2._1. 2'_2' 6,_4. 2'_2. 2'_®. [_"T-------------- n \ RAI.CO, ARRA: 160 ti \ \ ® © © ® -'�. - SSQLC�AREA. 186 9'_m•I 2'4' S'_4. 2'-2' P'_S. - \\ (SEE STR DiMM RAJ W_ / I I � 10 9 \\ \\ // / 10 /�• I 6 I m BATH \`\ \`\ OPEN TO \ \ \ BEDROOM//2 I a \ \ BELOW / -< REA 1,228 �`� - - - - Sq. FT. ------ �\ --------y 9'-4• II' 4• -S' \ S' 6'-m' 8' BEDROOM 1 - 16 \\ I m 4 = // \\ \ A/C \ BATH a \ I / T 2'-m' S'- / \ \ J ✓_/ m ? MEZZANfN7�\\ PaAILNG _9­19/ m' 4• RAILING 111\717111111111111111111 P!L= °a" m_ PROGRESS c ISSUE DATE:98-01-06 IL-1-- ---------- ———— -- _----- / t \ \ I y PROJECT NO.: + 9PEN1TO r--� ----� �\ ------- Pm'-6 /OPEN j \ // \\ DRAWN BY:E.D. I _ APPROVED BT: mill Jill 1111 m I I I I / \ I ------------------ -----� DRAWING ALL H REIN CONSTITUTE O ORIGINAL WORK OF THE ARCHITECT AND MAY ONLY BE PROOF DUPLICATED WITH THEIR WRITTEN BELOW CONSENT / SEAL: I PORTE / NOTES -ROOF ' I- GENERAL CONTRACTOR SHALL COORDINATE ALL UTILITIES LOCATION Ow / PRIOR TO COMMENCING HIS WORK 2- GENERAL CONTRACTOR SHALL GRADE ALL WORK TO ASSURE A THAT ALL RUN-OFF WATER REMAINS WITHIN SITE BOUNDARIES. i LEG EN SIGNATURE: s 3- ARCHITECTURAL DATUM ELEVATION 0-0' a 41623'Na.VD. BLOOK z 4- CONTRACTOR SHALL SUBMIT COMPACTION TEST REPORT I row coNC C.ON6TUGTION f BEFORE STARTING CONSTRUCTION WORK. NEW GYP.BOAPD/STL / STUD PARTITION SHEET TITLE: 5- A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL ! FLOOR PLAN SHOP DRAWINGS,WHEN APPLICABLE,ARE REQUIRED FOR THE FOLLOWING: I EXISTING CONSTIRJ(_TION S STRUCTURAL GLAZING,WOOD TRUSSES,DOORS,GARAGE DOORS,ROOFING,AUNINGS, To Raw41N RIDGE VENTILATION,CURTAIN WALLS,MULLIONS,SIGNS,WINDOWS,PRECAST SYSTEMS, NEW COHG 001- SCALE: HANDRAILS,RAILINGS,FENCES,GLASS WALLS,STORM SHUTTERS,STEEL JOISTS SCALE:1/4"=1'-0" AND STOREFRONTS. 6- SOFFIT AND/OR RIDGE VENTILATION REQUIRED TO PROVIDE ONE SQUARE FOOT A Second Floor Plan SHEET No.:2 OF VENTILATION FOR EVERY 150 FEET OF ROOF AREA F 11- TRUSS DRAWINGS MUST BE APPROVED BY THE MIAMI-DADS COUNTY BLDG DPT_ SCALE: 1/4° = 1'-0° F A 3 I GI '1NV1SIS30 lOvdWl 38V 'Sa000 SSVID OW SMOONIM TW -Z 'IIW83d 803 1v111WBnS -40 3WII 3H1 IV 'v'0'N LWBns Tws a01Ova1N00 = 1VA08ddW 1o81No3 lonoo0d 133W ism 58000 ONv SMOaNIM llv -L v v :310N 3003 ONIOIIng vowol-4 H1nos/3000 0813W NI H1a0-4 AS ? d53 'Nnr .9E' Rz ---- ry SOOVONVIS 33NVISIS38 H11M 30NVO8000V NI OW N01103810 dS3 nmv .00x-09 ---- I 318VAOW ANV NI 031lddV 'S8l 00£ -40 3080-4 V 9NI1SIS38 'SNId 318VAOW38 L:'ory 133"S dS3 niv .96x,af _-__ H 'N -4O 3I8VdV3 38 11VHS SHOW 001831X3 NO SHOOI -1W '8 NON 3AVH IIVHS S8000 ONIONIMS 1nO 001031X3 NO S30NIH •£ O.L=..4/L 31V3S dS3 rvmV Amor ---- r L'L6Z 0aVaNV1S-S31n11SNl S08VGW1S IVNOIIVN 'S103SNI H11M NV01831AV H11M A71dW00 IIVHS Sa000 ONIONIMS ONV 3SOOl Si-108 M081-11 'NIW 8/5 H11M SH30I 1NIOd 3ldI1InW 3AVH 30 3OIA30 0N11VA13V ONINOOI 301SNI 381 30 „04 NIH11M dS3 •mmv ,96x,az ---- H T1VHS S8000 30 81Vd 35381 -40 -4v3l 3ALL3VNI 3Hl '8000 ONIZVlO NVHl 83810 S8000 801031X3 NI SI3NVd NOISIA L _ f ds3 •rvmV ,aex.ac ---- 0 3NIM5 801031X3 3I3NIS a0-4 0301nb30 SV SN301 3104V5 3AVH /A313 dS3 nnw -atx-at 9Nlans 3 'L'L6Z 08VONVIS-S31n111SN1 S08VONVIS WNOL1VN IWHS SHOW ONIMS 801031X3 30 S81Vd -4O dV3l 3AI10V 381 •Z r . :371LL 133"S M0SNV9i dS3 •rvmv ,eax•aa ---- 3 NV0183104V 381 HIIM A1dW03 -nVHS 58000 001031X3 0NV SSVI9 '9 �- 'S1i13SNl .1.108 03N308VH H11M 1108 OV30 -3 d93 'rvmv ,Ezx zz ---- p 3IONI5 A0F/f11XnV NV 38 llvHS 30381 035n SI N301 BONN 381 dS3 rvmv ,09x,at ____ N31H1 ,B/L L MdHl SS3l ION -40 3803 -NI-A3N -41 'SNOUNIBW00 ONIN30l 60 S30NVH3 A3N 3lBISSOd Y rv0SNV81 d53 •mmv ,ssx.LZ ____ a OIIOS 38 -nYHS 'DOOM A 8000 001031X3 JNIONIMS 3IONIS •S 000'9 -40 WnWINIW V H1IM 801031X3 3H1 NOW 031V83dO A3M 'q :3anxvNols rvOSNVl11 dS3 rvmv .Ltx.ts ---- V 'S3H31v1 ONV SNOOI 3B Ol N001 V 3AVH 1-1VHS S8000 9NIMS 001831X3 3lONIS TV 'L AO ALIa031N1 381 ONV 3NI81S 3H1 30 3SOd8nd 381 0NIlV3-430 HS -mY4vn 100 DN Ol 'NO11V31aeV3 arnIW15 -40 a0 ' JO SVVa S�10N NOISfI�IlNI Jl�l`d���fl8 SHWN13a 3<NVZI-4 NOISN3WI0 NOLLdIa0530 NlIVYI 3B Sa000 ONIMS NI 3dA1 135-4-40 801831X3 llv -40 SWdf'4 31n(13HOS MOGNIM L�.Y,L =a7v�s:1tl39 UOIIena13 (41JoN) asaa 9V aA1 N3llIkiM H13Hl H11M 031V0ndn0 )e 6'Z9— ie L'LS— is L•LS— ie L"ZS— ie "f9— is LZS— is LZS— is LZS— )s L"£9— la L'f9- 39 AINO AVI19 ONV 10911HOHV 3Hl _ )ad9'84+ ;ad 8'L4+ )sd 9.86+ lad 5.84+ jr 4•B4+ ;ad g'B4+ !sd 8'L4+ led S'Bt+ •m-'Z ;ad 4'86+ Jed 4•gt+ JO NHOM IV N101HO 31n111.SNOJ N1389H SIVIH3IVW N311RiM ONV ONIMVHO-nV — — — — e is ' 9— led 9'B4+ is )s S— is 4+ )ed !.g:+ isd 4+ ysd + is '4S— MOMS; � 6'�7NIalOW is 'OS+ K=W9 m LLL �JM10'IOL.I 3N019 3NOi9�1 :A9 03AOHddtl 'O'3 U9 NMVHO �� •Q1IL 4 �' is L'ZS— Wv38 d0 d01 _ .Lva 3n l ;ed S'B4+ 07J(LLB 90.5.6:31tl0 3f15S1 A F4100Wa 4 ssaa�oad LI 00=9 d © — 18 S_ 3N419A3�1 � Ii100W9 le 'L4+ !sd 4+ is + is L'ZS- led S'94+ + +d S• + S" 4+ )sd 584+ WV30 dooxl d0 dol 5 L� A Nv103H d00�1 ZI 5 G uoljen913 (4jnoS) luoaq 0:1=9 F is 6'ZS- .1X31 lad Z'L4+ isd L'64+ Q ® ®. is C'45- 3NI� l'OS# V078 a aCWWV 9VNIC17101.1 / 7110 aL LE LMM 34019 9V 031 3139 / ,9 NO VNIOZOW NnOLJ is f'4S- © © 3N019.ILNA *Ins L7NI010W 3N019.1 w E�LEE �� 'IWb'IW 310VbA X31 LL MS L£L9 WV38 3o dol A '011 'N3A3S !DGA10S ie 9'ZS— yg — J0130N341S3b b' 4 a is l'L9— iedF gt+ g771.d 4:193road )sd IpS+ J 13)II�31,0 9 'du OW 8096-LJV'VjV'lleld H uual� )s e'ts- 0 a 7ne•�is f'4S— L-0 + !s L'LS- b9SS-iib' �[IlaB IleysleW ie I•LS- .9 rlo o�olue � . isd ypS+ ;ad 8'L4+ ;ad 8'L4+ IilOOW9 9869Tbb'90E xe} LZ6L'Lbb'90E lal bE LEE'epuol j"sape6 leloo - - - - - - —WV38�01 - - anuane epiAaS 99Z E980009zvv 5 p a1 Nv103w door _ ' S10ally�� e IIead 'g ui1198 :19311H9atl r ARCHITECT: . .2 Bellin & Pratt -TOP BE - - - - - - - - >s- --�s AA26 00863 c t s , LLC 285 Sevilla avenue TOP OF BEAM - - - - - - coral gables.florida.33134 -' © tel 305.447.1927 fax 305.443.5986 +50.1 psf KEYSTONE - +48.5 pd ® -54.3 sf MOLDING m -s3.6 of Marshall Bellin AR-5564 QQ Ia Glenn H Pratt,AIA,AR-9608 �4 n PROJECT: 12 <� A RESIDENCE for Y TOP KEYSTONE MOLDING SOLVEIG SEVEN, LLC. 6737 SW 77 TERRACE +4e.8paf MIAMI, FL. 33143 -64. of STONE MOLDINGS E MOLDGB -64.5paf +47.5pa} � STONE -64. of -52.7 of +48. paf 4 pe + of MOLOW-16 4 7 -54.3paf .-54.3 of PF.ELEV TEXT. —• — — — — — — 7 STUCCO TEXT. Left (West) Elevation 3GALE: 1/4•=I' STUCG0 12 �9 12 5 _ _ !Of OF REAM — — — — — — — — KEYSTONE +50.1 psf MOLOM -54.3 sf +48.5 paf O -63.8 sf 9 12 4 _ 12 PROGRESS �4 ISSUE DATE:9-5-06 P Y TO OF CM PROJECT No.: DRAWN BY:E.D. APPROVED BT: KEYSTONE 1'10Low. ±54.1paf O ® ± 7 aff +50.1pe} +50.1pef =54.3 sf -54.3 of ® FF.ELEV — - - - - - - - - - - -53.8 sf - - - - - - - - - - - - ALL DRAWING AND WRITTEN MATERIALS Right (East) Elevation SCALE: I/4'el' HEREIN ITECTANDM ORIGINAL WORK OF - THEARCHITECT AND THEIR ONLYEN DUPLICATED WITH THEIR WRITTEN CONSENT SEAL: WINDOW SCHEDULE �~ MARK DESCRIPTION DIMENSION MATERIALPRAAdE NS11 REMARKS v A 54X47' ALUM. ESP TRANSOM 8 27"%59' ALUM. ESP TRANSOM h B & C 46°7(60' ALUM. ESP SIGNATURE: D -- 22'7(22' ALUM. ESP E ____ 56°X86' ALUM. ESP TRANSOM 'E = F SUOING 48'X48' ALUM. ESP A1 • /0 m G ---- 38'X36' NN. ESP SHEET TITLE: L m - e H ---- 26"X96' ALUM. ESP ELEV. • S "' Y 1D e 11T11 9 _ �- al J ____ 307x36' AWN. ESP K 36'X88' AWN. ESP SCALE: 4-6' - 2-9' 4-0• I-1m' 4-9� - 4�-m� 9'-m• 2'-4- x 2'-6- - 9'_2- s,m• 2'-4• L ____ 60°X60' ALUM. ESP SCALE:114"=1.-0" ® © •f © © ® ® 0 © © ® N ---- 28'X38' NAM. ESP SHEET N-4 NOTE: 1- ALL€ Windows Elevation SCALE: I/4'=I'—®• CONTRACT WINDOWS SHALL AS BMIITTONO.A.UAT THE TIME OFCS BMTTA�L FOR PPERMIT. 2— ALL WINDOWS AND GLASS DOORS, ARE IMPACT RESISTANT. F A 5 1 ARCHITECT: NEW SPANISH TILE ROOFING ON 90M CAP SHEET OVER 30M BASE SHEET ON 9/8' Be I I i n & Pratt COX PLYWOOD SHEATHING W/MOd NAILS PIGGY D)6'cIC,ON P AB.UO2TR199ES architects , LLC V BACK TRUSSES CONT.GAL 91 NEW SPANISH TILE ROOFING ON 90M CAP AA26000863 SHEET OVER 300 BABE SHEET ON 5/8' MTL.FLASH. COX PLYWOOD SHEATHING W/10d NAILS 285 Sevilla avenue •6'C/C,ON PREFAB.110.TRUSSES 12 CONT.4'WIDE coral gables.florida.33134 1I TOE NAILS tel 305.447.1927 SCREEN VENT TO ' MTL.9TRA g EACH RAFTER 12 PROVIDE MIND ' (SEE 9TR DWGSJ 1190 OF AIR fax 305.443.5986 R-30 BA R-30 BATT 4 CONDITIONED CONT.4'WIDE SCREEN INSUL. MSUL• R_30 BATT AREA VENT TO PROVIDE MM. MSUL• 1/190 OF AiR CONDITIONED Marshall Bellin AR-5564 AREA Glenn H Pratt,AIA,AR-9608 GYP BOARD ON FURRING CHANNELS GYP BOARD ON FURRING CONC.TB.(SE CHANNELS*24'OL NAILED STIR.DWCIBJ a24'OL NAILED TO BOTTOM GNORD ALV.MTL. TO BOTTOM CHARD OF PROJECT: KEYSTONE BRACKET TYP. OF TRUSSES (2 NAILS a EA TRL88E8 (2 NAILS 6 EA FLASH.ON P.T. AS SHOWN. SUPPORT) SUPPORT) IX3 WD.NAILER ON CANT.UID A RESIDENCE for SEE DST.sHT.A-1 GONG.TB. I'-6 FASCIA (SEE STR DWGSJ SOLVEIG SEVEN, LLC. NEW SPANISH TILE ROOFING 6737 SW 77 TERRACE ON 900 CAP SHEET OVER MOLDING -00 BASE SHEET ON 9/8' I/2'GYP.BOARD ON D)(2 MOLDING MIAMI, FL. 33143 CDX PLYWOOD SHEAHMG W/hOd NAILS s 6'C/C,ON P.T.WD.FURRING STRIPS 4M STUCCO ON 8' PREFAB. I6'OL.PROVIDE RIGID "ep GONG.EiLK PREFAB.WD.TRUSSES WD• m INSULATION(R-9) CONT.GAL V. TRUSSES GONG.CAP BETWEEN STRIPS(TYP. 9 MTL.FLASH. COOT.GAL RAILING AT ALL EXT.MASONRY MTL.FLASH. TO RAILINCM WALLS) GALV.MTL.FLASH. 12 REJECT ON P.T.IX3 WD. m - - - -- - ------ .. - -- - PASSAGE - --- - - - --- - -- --NAILER ON CONT.-WD- 4-- - ------ - OF 4' --- p p -- `FASCIA SPHERE FM.FL.(SEE \ SCH LECONC. FAMILY ROOM / / SLAB (SEE 9 R DWGSJ STUCCO ON MTL.LATH ON I/J' MTL TRA' iR'GYP.BOARD 5yj'MIN Wp.BABE CsR.4DE CDX PLYWOOD SHEATHING W/ (SEE TR DUYs9J ON 1X2 P.T.WD. PROVIDE 15 CANT 10d NAILS a 6'C/C ALL n "�WD.RAFTER(BEYOND) FURRING STRIPS• MEZZANINE CONC.TB. SUPPORTS 16'O.C.PROVIDE to(SEE STR.DWGSJ , " �wO' RIGID INSULATION(R-S)BETWEEN tRLISSES BB�CONC. WALE(TYP.AT 4'COIVG SL :. - STUCCO -I III-I ,1 G.SEE CONC.-1p CONC.SLAB ll ll � W STR DWGB. !BEYOND) (SEE STR.DWGS.) VAPOR BARRI - ST CONC.TB. MOLDING CONC.TB. (SEE STR DWGSJ (SEE STR DWGS.) r III-ul II F T Section KB CA SCALE: 1/2" - 1'-0" � A-6 - e _ - m 00 NEW SPANISH TILE ROOFING ON 9d'CAP SHT OVER 300 BASE SWEET ON 5/8' CCDX PLYWOOD SHEATHING W/10d NAILS PROGRESS a 6'C/C,ON PREFAB.WD.TRUSSES ISSUE DATE:7.8.08 FOYER HALL TO MASTER n�T SURE 4'WIDE BEDR00 LIVING SCREEN ENT TO PROJECT No.: PORTS COCHERE PAYERS PROVIDE p PROVIDE 15 CONT. ROOM 1190 OP AIR -lu'y II I � � rI„I_�11=xx Tx' f lu x-I 'r,:II x x I I I �''TF-II /I-I..IL IkuX3�'x I x I- II I t;•_1=1 II�II %/- /I-III-/11 / i u%l-//iI/L-/II x/II/// Il-u - -II IIfL4II'G�I O NI G.8L uu==1I 1 II 1 ,V LAII I�PI OR-II BARIEY IIII IE__I�Bj-IIII I�II_l 1 i_B lirIe II I i�- -I -IE I PPS C.&AVEL CONDITIONED 4 R-30 BATT A ED Br: DRIVEWAY AREA INSUL. GYP BOARD ON FURRING y I ANNELS S24'QL NAILED �fl -II-II II II II-I-III�I 1 1 III-IIHII III-,IIHII VIII=III-III II-III-III I�11= II-II II II IIHII -II-I II-II II II- -I II -I ITT III I'll-II 11=11 GAL V.MTL. TO BOTTOM CHORD OF T�IIITIIT -_I ICI II� III-ILI- II�T- I�II _ _ _SEE STR 1DGI_ - - .. _- TI -T . ili � T( I- E��TI��i �n! I l 1 1 -ly ill TRUSSES !2 NAILS s EA FLASH.ON P.T. Sum) D)(3 WD.NAILER CONIC.T8. ON T.WD (SEE STR OWGB.) Section /� FASCIA SCALE: 1/2" = 1'-0" A-6 �- KEYST DOOR TO THE MOLDING HOUSE DOOR SCHEDULE �LOON S MT GUIDE ALL DRAWING AND WRITTEN MATERIALS HEREIN CONSTITUTE ORIGINAL WORK OF WINDOW SCHEDULE j /(BY ODERS) THE ARCHITECT'AND MAY ONLY BE NO. LOCATION TTY MATEK& FII T� JMS MW JM ROOM FINISH SCHEDULE f� j/� DUPLICATED WITH THEIR WRITTEN CONSENT 1 ratan 3-,Y-V IY-0' 1-0 s• 18111 UI AL. AN000® A1LM. AWL AS Imam.Or OMWmI YARK GESpiP11011 MkTil011 REYNOC^s 0 GARAGE DOOR z BOR E-r-a• w-0' "/4- PHIL wG wart wB ROOM FLOOR BABE WALLS CE1UN6 CIA M. REMMtl(S SEAL: 3 VARIOUS E-r-0' W-G' 1- 4• —UIFS w PIMP Aun AuaL FarFR wLE MV a1ocD) 0.W.(F•.aRJ .111% M'-e' / 4 FAMILY ROOM a-2'-Y C-M' 1-3.• NLL UIER w wall Aun. Au6A B SEEYfB RIM m• TOWDE TX dl TAA s1000O MMOOO N/A A - 24'1117' ALAI. EP TRNISOM 0 / a VNS0115 O-3'-0' 6-6' 1-3 4' FULL UI AL I Mr AWY. AWIL MASER BEDROOM TLE MRpaOLC —(P—1 a0.(P I B'-0• 371169• ALAI. w TRANSOM - m aETI D). E-r-0• r-V 1-3 PAW wlnOSETS TU: MCM1GaD Bw.(Pla/r1 III(III M'-a' D 2Y)ar /II M, LSP /GARAGE 7 DEN•Rom 2'-10' C-0• 1-3 NM. w0. AMf w0. W1610 RMHROOM T E MB'wOOD) WA D.WALD ail.01 B'-s' -W TEE I MIGOOT(11•BROBflO E 36'393' nLM. - E� iRAWaaM j s MATTER BI r-Bw s-? 1- PNL wa — wB Bum — ar Moog wA O.w/RE• B0. B'-s' '-0'TEE WISMOOT(a•-0•w SNOMER) F SUDIRD 4a114W NOM. ESP 9 YAWMB 3'-0' 11 11-3N PNL ME, Plalf wD. DEN TILE wBoon DA.(PINR) .B0. 91 6 ---' 361 /lIIY. ESP W VARIOUS r-B• e'-0' 1-3 PNL 110. wort w0. 0,010 ROOM ORE w 10I I w RI OR M'-6' X 2!•A9B• ALAI. ESP / 11 BATH X'W C-O' 1-3/4' Nu-UIES AL. PART AWM. OWING ROOM TILE MPwom Gw.(PI FAL OP IT) GI 12 111 Q. 2-I'-d' a'-0• 1-3 PNL RO. wolf wa BEDROOM 1 Tm NPwoOD (PAM BR. M'-6' U 3D'33E' ALUM. ESP % 13 BR= 1'-P 6'-M' 1-3 PNL RO. PINE WO. BED"OOM O IILE watOLD) OAM4111 ta. s•-0' N y�q• ,1WM, Egp- GRADE V. SIGNATURE: I 14 AID D. Y-o' B'-0' 1-3 1-EOLa SAF TILE WIMOOD '#Em BL 9'-s• L aV-AW AUM. ESP 15 0- 2•-10' C-0' 1-3)w sMR RUE Or MOLD) Bw#wa) .I10.(PAI 9'-s• 16 BEDROOM 1 t E E-r-4' P4 1 4• PNL 10. PABrt w0. ME7N1 711E MB'Moom, "#%I WL(PIB1T7 B•-6• Y EB'OO!' MLY. EDP PROVIDE i5 CONT. �. 17 wl d D)'-4' 81-0• 1-3 PNL 113 PARIS 110 ON-M' TILE 6M ma STUODO N/A N/A NOTE: _ .. 1- ALL WINDOWS AND DOORS MUST MELT PRODUCT CONTROL APPROVAL m SHEET TITLE: E CONTRACTOR SHALL SUBMIT N.OA AT THE TIME OF SUBMITTAL FOR PERMIT. WALL FTG.SEE I- II 1 II I- II 4'CONC.SLAB ELEV. 4- ALL WINDOWS AND CLASS DOORS,ARE IMPACT RESISTANT. STR DWGB. 1 1 Ulf I I 1,II��,II • SF - ini�i - -1 VAPOR BARRIER SCALE: SCALE:1/4"=1'-0" II SHEET No.:4 z 0 Section rC A 6 F SCALE: 1/2" = 1'-0" A-6 ARCHITECT. .• NEW SPANISH TILE ROOFING ON°.g'CAP Bellin & NEW SPANISH TILE ROOFING ON 9O�CA PIGGY SHEET OVER 30"BASE SHEET ON 5/8' a r c h i t e c t s COX PLYWOOD SHEATHING W/10d NAILS SHEET OVER 30*BASE SHEET ON 5/8' BACK •6'C/C,ON PREFAB.WD.TRUSSES AA26000863 CDX PLYWOOD SHEATHING W/10d NAILS TREES 12 _ 285 Sevilla avenue •6' PLYWOOD ON PREFAB.WD.TRUSSES s coral gables.florida.33 MTL.STRAP tel 305.447.1927 CONT.4'WIDE SCREEN R- RB�SAT CONE IEEE STR DWGSJ fax 305.443.5 86 IEEE 9TR DLLCsSJ VENT TO PROVIDE MIK CEMENT TILE ROOFING ON: 1/150 OF AIR CONDITIONED ' DADE COUNTY PRODUCT CONTROL APPROVED SPANISH "S° SINE AREA GALV.MTL.FLASH. Marshall Bellin AR-5564 CERAMIC TILE ROOF INSTALLED AS PER F.B.C.SEC. 1518.8 AND R-30 BATT ON P.T.1X3 WD. Glenn H Pratt,AIA,AR-9608 MANUF.'S SPECIFICATIONS OVER HOT MOPPED 90# SLATESURFACE INSUL. GONE. NAILER ON CONT.WD OVER 30# ROOFING FELT WITH "TIN—CAPS" 0 12" O.C., ON 5/8" KEYSTONE BRACKET TYP. GONG (SEE STR DWGB� FASCIA - COX EXT. GRADE PLYWOOD SHEATHING FASTENED WITH 8d NAILS 6" AS SHOD (SEE STR.DWGS.) STEEI COL.W/ PROJECT: O.C. AT EDGES AND IN THE FIELD AND 10d NAILS, 4" O.C. 0 SEE DET.THIS SHT. PRECAST COVER GABLE ENDS WITH 2" WIDE, 26 Go. GALV. DRIP NAILED ® 4° O.C. I-�' STUCCO ON MTL.LATH (SEE STR DWGBJ AND 3" OVERLAP AT JOINTS NTH MASTIC SEALANT. CONTRACTOR WD.CRICKE ON GYP.Bo ON I/2'CDX A RESIDENCE for SHALL PROVIDE ALL COPIES OF PRODUCT APPROVED MATERIALS. o ON 1X2 P.T.RI PLYWOOD SHEATHING FURRING STRI - W/10d NAILS o 6'c/c SOLVEIG SEVEN, LLC. v •I6'O.C. ALL SUPPORTS n PROVIDE RI D 6737 SW 77 TERRACE o INSULATION( -5) NEW SPANISH TILE ROOFING ON SO*CAP CRICKET HIGHEST m ;� BETWEEN 8 IPS MIAMI, FL. 33143 SHEET OVER 300 BASE SHEET ON 5/8' POINT 6 (TYP.AT A PRECAST CDX PLYWOOD SHEATHING W/10d NAILS CONT.GAL WALLS) BALUSTERS e 6'C/C,ON PREFAB.WD.TRUSSES M7L.PLASH• 'GYP.BOARD ON 1X2 ® TO REJECT P.T.WD.FURRING STRIPS 4. 9 4'SPHERE MTL.BTRA I6'O.C.PROVIDE RIGID `D m (SEE STR DWG8.) INSULATION(R-5) BETWEEN STRIPS(TYP. AT ALL EXT.MASONRY CONT.4'WIDE WALLS) SCREEN PENT TO _Z PROVIDE MIN. 12 1/150 OF AIR CONDITIONED 4� INT.FF.ELEV. AREA 3 R-90 BATT MTL.BTRA GALV.MTL. INSUL• (SEE STR DWliB.) CONC.SLAB (SEE STR DWGBJ CONC.SL CONC.SL ARC SHAPEDI FLASH.ON P.T- LYP BOARD ON FURRING (SEE STR DWGSJ (SEE STR DUGS.) (SEE CONE•��, 1X3 CAI NAILER CHANNELS 024'O.0 NAILED CONC.TB. ON CONT.WD 1' 6' PASCIA t CONC.TB. TO BOTTOM CHORD OF (SEE STR DWGS.) SUB-FASCIA (SEE STR Ol TRUSSES (2 NAILS a EA SUPPORT) KEYBTON MOLDING Id'GYP.BOARD ON 1X2 STUCCO ON 8' P.T.LLD.FURRING STRIPS 1/1'GYP.BOARD u0 GONC.BILK. 16'O.C.PROVIDE RIGID ON 2X4 WD. i0 dJ INSULATION(R-5) STUDS 41 24'O.C. BETWEEN STRIPS(TYP. 9 AT ALL EXT.MASONRY Q WAI-LS) 9 E V.I.C. HALL W.I.C. DEN 'MIN WD.BASE 515'MIN WD.BASE FOYER PROGRESS GRADE / ISSUE DATE:748-08 PROVIDE 19 CONT. INT.FF.ELEV. INT.FF.ELEV. PROVIDE 15 CONT PROJECT No.: `. ........... ... ... .. ._ _ . ........_.,. . :... ,.. DRAWN BY:E.D. E D ..I:. '_:. .:... li i . .. .. APPROVED BY• 4I�'i'CONE,.L 8,LA y_NEW WALL FTG. SEE STR.DWCB VAPOC�RR vPO BARRI, � O_—! _1BII� oL 4 ra uA--l B I 1II—T—i i i—I w ul I gwlu 1�,—llP,lI ¶il A1-_—fl Vl I E I u e I�—III�W.u l_—I�IICIII I 1 Imo III�'' IIL uII1I--W—I=—�L�1 w�- � L-�--_m-T Section D Section E SCALE: 1/2" = 1'-10" 101-� SCALE: 1/2" = 1'-0" ► 7 - ALL DRAWING AND WRITTEN MATERIALS HEREIN CONSTI rUTE ORIGINAL WORK OF THE ARCHITECT AND MAY ONLY BE DUPLICATED WITH THEIR WRITTEN SEAL: 1� tv N SIGNATURE: :a k E • - 3' SHEET TITLE: y ELEV. SCALE: Typal Bracket SCALE:1/4"=1'-0" Detai i SHEET No.:4 •F SCALE: 1" = 1'-1)" i A 7 I' arTchitecture associates Inc. li Architect RubenTravieso AR 000 8229 2248 SW 57 AV.,MIAMI,FL.33156 786.260.7622 Cell-786-388-0312 PHN 786.388.0366 FAX E-MAIL:rubentravleso@bellsouth.net REVISIONS: # DATE: # DATE: J PROJECT: A RESIDENCE FOR SOLVEIG SEVEN,LLC. 6737 SW 77 TERRACE SOUTH MIAMI, FL.33143 J ❑❑ as ❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑ ❑❑ ❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ Ej ❑❑❑❑ SHEET CONTENT: a� ❑❑❑❑ PERSPECTIVE 00 El [ffll] El 1 EIEI El 110 ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESEW \� O O TED BY THIS DRAWING ARE OWNED BY,AND THE PROPERTY OF THIS OF- FICE AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON,AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS,DE- SIGNS,ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE EXPRESSLY WRITTEN PERMISSION OF RUBEN TRAVIESO,ARCHITECT. ' PROJECT NUMBER: ISSUED: \C/ DRAWN BY: CHECKED BY: FILENAME: PERSPECTIVE DRAWING BY: ARCHITECT RUBEN TRAVIESO ARCHITECT: F._ (NO I.D Bellin & Pratt (NO.D 125'-0"RBM. (NO I.D.) 014 0- - - - - - - - architects , LLC — — 17,_4„ ' — 1 -2-- — — 27'-4" 13' AA26000863 � 13'-2" O �° LANDSCAPE LEGEND A O INFORMATION REQUIRED TO BE PERMANENTLY AFFIXED TO PLAN 285 Sevilla avenue • ( coral gables.florida.33134 9 to ZONING DISTICT: RS-3 NET LOT AREA: 15,1325 SF ACRES 0.358 tel 305.447.1927 LANDSCAPED fax 305.443.5986 POOL DECK 'v 9 ; LPOO UD R4 1 OPEN SPACE REQUIRED PROVIDED PANDSCAPED '- r I 9" N A.Square feet of open space required by Chapter 33,as indicated on site plan: Marshall Bellln AR-5564 e (AREA I Net lot area= s.f.x %=' s.f. Glenn H Pratt,AIA,AR-9608 r B.Square feet of parking lot open space required by Chapter 18A,as Indicated on site plan: No.parking spaces_x 10s.f.per parking space= o io POOL o p C.Total s.f.of landscaped open space required by Chapter 33:A+B= PROJECT: LAWN AREA CALCULATION A RESIDENCE for I i �y4 T-0' 11-8 II q I A. t.let s.t.of landscaped open space required by Chapter 33 SOLVEIG SEVEN, LLC. h 7'- 29'-0" I 50 15,825 7,812.5 SF 7,812.5 SF B.Maximum lawn area(St.Augustine sod)permitted= %x e.f.= 6737 SW 77 TERRACE ' " EXIST. SEPT. POOL DECK MIAMI, FL. 33143 I I TANK ___________ II p TREES TO BE ; I LOT 13 I I i i A.No.trees required per net lot acre BLOCK4 u u u u ' p -------- ------ ` Less existing number of trees meeting minimum required(MINUS) LANDSCAPING I I II BALCONY BALCONY I' 4TREES 6TREES = 9 trees x net lot acreage B :PLAN B.30%Palms allowed:(2 palms=1 tree)Palms provided I C.%Natives Required:No.trees provided x 30%= p D.Street trees(maximum average spacing of 35'o.c.): 9 i 125' linear feet along street/35= 4TREES 4TREES arTchitecture A/C CC qD. Palms as street trees(max.average spacing 25'o.c.): assoclates Inc. FIN.FIRST FL.EL.9-0"-17-4'NG.V.D. linear feel along street 12.5= A rC IteCt LL p M ; E.Street trees located directly beneath power lines(maximum average spacing of I ; _ ® I of 25'o.c.): linear feet along street 25= RubenTravieso § I ; °° ° ° I AR 000 8229 N p I iv w NEW TWO STO F.Total number of trees provided= 8 TREES 10 TREES i v RY o_: 2248 SW 57 AV.,MIAMI,FL.33165 a AIC C° I RESIDENCE#7385 ,,o SHRUBS 786.260.7622 Cell-786x88-0372 PHN I o I W ^^ D 786.388.0366 FAX 80 A.A.No.trees required x 10=no.shrubs allowed 100 CoCOPLUM E-MAIL:rubentravieso@bellsouth.net p , n ' 5'- p I B.No.shrubs allowed x 30%=no.of native shrubs required I IRRIGATION PLAN:Required by Chapter 33.Auto irrigation or PROVIDE LAWN SPRINKLER SYSTEM AS PER 98-13 hose bib provided. New 1500 GI J Septic Tank I L------------J 9 p p I ative ; T r e e Name Min Canopy Species Diameter (Y' � p r-- ---- --- --5=a"- ------- -5=e^- --- -- II Symbol New Exist. Scientific/ Common Yes/No o p A 4 Mango Yes 10'-12' I Q 18'-4" `°T o':: ,�2 B 2 Date Palm Yes 8' 5' r p 15' : C 4 Live Oak Yes DRAINFIELD(1274 - '; ; ISSUE DATE:12-09-06 I O ; S.F.) 9 I PROJECT No.: , I c DRAWN er: p ; t � APPROVED BY: v 3 p LANDSCAPED :12'_0+`. 23'-2" 100 I OD 100 Cocoplum Yes 18" p AREA N LANDSCAP D p O Ir O ° AREA I I p i rya 22;_6„ 16'-0" 17,10, ^^. N I 18,4„ ,:'. _... _ .. 56,_4„ ..:.. 21,_4' 13'0.. ^� OD 1'WfR.SERVICE LINE F.NAIL p RV W Y ° 29'-D' TO EXI TER MAIN No I'D F. AIL ( .) w ,o .. (N I.D.) ALL DRAWING AND WRITTEN MATERIALS HEREIN CONSTITUTE ORIGINAL WORK OF 125'-0"R&M. THE ARCHITECT AND MAY ONLY BE DUPLICATED WITH THEIR WRITTEN CONSENT. WAT R MTR. 17 O O SEAL: PARKWAY 10'CONE OF 10'CONE OF 10'CONE OF 10'CONE O 7' E 2'WXIS.WATER SERVICE MAIN.C VISION VISION VISION VISION PARKWAY O 5 W i �RrLU�cros TO EXIST:WATER MAIN. �- HOUSE W - Z ry Rn:uaA".' =H Z N 4 �� wrvr.ROmuR n� —11=Re OF 0 aE PEAFORw•ED tO 14 13:1 11 10 9 B 7 B ° %OR o 1N$A ON 3 xi 2 X1 a I SIGNATURE: 1 R„A REOF -—- - /.HTEN RE vARSED W. 77th. Ter race ti r , f/ VT. ­­­AT SW 77th TERR. oa of ROOT sa C0.s"'rzor�FlAnc. SHEET TITLE: 50'-0"TOTAL RAN aurER OF awROVm mu:cR nRS DR D LANDSCAPING PLAN RDA LANDSCAPING PLAN Location.Map RIE= DDS SCALE: SCALE:1/8"=T-0" N.T.S. sHO*wao SCALE:3/32'=1'-0" Roo.enu TREE SHEET No.:1 TYPICAL TREE PLANTING DETAIL LEGAL DESCRIPTION: L 1 Lots 8.9,10,11&12 Block 4 of West Larkin Park subdivision,according to the Plat thereof as recorded in Plat Book 12 Page 49 of the Public Records of Miami-Dade County,Florida NOTE GENERAL NOTES ARCHITECT.' THERE AREND PERTINENT FEATURESON THE PROPERTY OR ON ADJACENT 1 - ALL WORK SHALL BE IN COMPLIANCE WITH THE F.B.C. FLOOD LEGEND Bellin & Pratt PROPERTIES WHICH WILL AFFECT THE SEPTIC SYSTEM INSTALLED LATEST EDITION AND AMENDMENTS AND ALL APPLICABLE STATE, LOCAL REGULATIONS AND ORDINANCES HAVING Residential New Construction architects , LLC JURISDICTION OVER THE PROJECT. AA26000863 SOIL TREATMENT STATEMENT 2 - CONTRACTOR SHALL VISIT THE SITE DURING BIDDING TO VERIFY EXISTING CONDITIONS ADDRESS: 6377 SW 77th TERRACE 285 Sevilla avenue PROVIDE SOIL FUMIGATION AS REQUIRED BY FLORIDA BUILDING CODE-SECTION 1816- 3 - CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY FOR TERMITE PROTECTION. AREA TREATED SHALL INCLUDE BUILDING FOOTPRINT, PLUS DISCREPANCIES FOUND FOR CLARIFICATION, PRIOR TO LOT: 8,9,10,11,12 BLOCK: 4 PLAT BOOK: 12 PAGE: 49 coral gables.florida.33134 ADDITIONAL 5'-0° AROUND PERIMETER WALLS. EXECUTING HIS WORK, tel 305.447.1927 CONTRACTOR SHALL SUBMIT CERTIFICATE OF COMPLIANCE ISSUED BY A LICENSED PEST 4 - CONTRACTOR SHALL MAINTAIN THE SITE CLEAN AND fax 305.443.5986 CONTROL COMPANY USING LANGUAGE DESCRIBED IN REFERENCED FLORIDA BUILDING HIGHEST CROWN OF ROAD ELEV: 11.62 FT. NGVD. HIGHEST CROWN OF ROAD ELEVATION CODE SECTION. FREE OF DEBRIS AT THE END OF EACH WORKING DAY WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEY, OR A CERTIFIED SURVEY PREPARED BY: Marshall Bellin AR-5564 F. NAIL F. NAIL Glenn H Pratt,AIA,AR-9608 (NO I.D.) 125'-0" R&M. (NO I.D.) ROBERTO R. BRIZUELA PLS-LIC. # 3064 - - - - - - - - - - - ems - - - - - - - - - - - �� ° 13'-2' 17'-4" 11-2" 27'-4" 13' G" LOWEST FLOOR GARAGE/STORAGE ADJACENT GRADE SWALE AREA PROJECT: �o a ELEVATION FLOOR ELEVATION ELEVATION ELEVATION A RESIDENCE for I m 1 PROPOSED 11.83 FT. NGVD 11.83 FT. NGVD 11.10 FT. NGVD FT. NGVD SOLVEIG SEVEN, LLC. LANDSCAPED I 6737 SW 77 TERRACE i AREA MIAMI, FL. 33143 POOL D= O I 4A EASCAPED R4'-9' ' M ALL ELECTRICA, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD ELEVATION (B.F.E.) POOL 11 ° I ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENINGS HAVING A TOTAL NET AREA OF NO LESS THAN ONE SQUARE INCH OF OPENING FOR EVERY SQUARE FOOT OF tia 3'-o A 11-s ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENING WILL BE NO HIGHER THAN - 7' 2s'=a' ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFERENT SIDES OF THE ENCLOSED AREA. OPENINGS EXIST. i WILL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD RESISTANT MATERIALS WILL BE USED BELOW SEPT. - POOL TANK � ! - -- DECK iI I B.F.E. LOT 13 I I ; TO BE ALTERNATIVELY, SEE A CERTIFICATION BY P.E. ON THE PLAN BLOCK 41 I I �J LJ LJ LJ LJ L, I LOT 7 NOTES INDICATING THAT THE DESIGN WILL ALLOW FOR THE AUTOMATIC EQUALIZATION OF -_---------- I BLOCK a HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS. ; BALCONY BALCONY THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT PROPERTIES. WHERE NECESSARY, INTERCEPTOR SWALES WILL BE CONSTRUCTED ON SITE WITH NO ENCROACHMENT OVER ADJACENT PROPERTIES. Ii 0'-0" = 12.33 FT. NGVD A/c COND. FIN.FIRST FL EL.0'-C'-+17-4'N.G.V.D O lo SITE DATA 1 NEW TWO STORY ° ZONING DISTRICT: RS-3 A'c c RESIDENCE 7385 g N `°� REQUIRED PROVIDED 1.5,- I LOT AREA 10,000 S.f 15,625 s.f FRONTAGE 75'-0"(Min.) 125 s.f 1 I SETBACK-HOUSE FIRST FLOOR PROGRESS 1 FRONT 25'-0" 25'-0" New 1800 OJ ��J ISSUE DATE:10-01-08 i t i i i gepyo Tel1k I 1 S I I L_______---- I REAR 25'-0" 27'-4" PROJECT NO.: I I EAST SIDE 7'-6" 13'-0" DRAwN Br:E.D. WEST SIDE 15'-0" 16'-0" APPROVED BY• I SETBACK-HOUSE SECOND FLOOR 18'-a° of ::•o`.::' •:m....,` FRONT 25'-0" 46'-6.. ' ' I REAR 25'-0" 44'-0" All EAST SIDE 15-0 27-0" DRAINFlELD(1274 i WEST SIDE 15'-0" 33'-8" s.F.) SETBACK-POOL ° I FRONT 25'-0" 46'-6" a ALL DRAWING AND WRITTEN MATERIALS _ REAR 12'-6" 12'-6" HEREIN CONSTITUTE ORIGINAL WORK OF }2'-O" G 23'-2' 12'-0 I THE ARCHITECT AND MAY ONLY BE _ EAST SIDE 10'-0" 46'-0" DUPL CATEDWITH THEIR WRITTEN LANDSCAPED ,�0 AREA I WEST SIDE 10'-0" 50'-0" .. -_ SEAL: ti3 22'-6 1s'-0°1 1'7'-i0^' ' I MAXIMUM HEIGHT (TO MEDIAN ROOF) 25'-0" 24'-0" 19'-4° I. 56-a' 2r-4" 13 0' MAXIMUM BUILDING COVERAGE I 1. -- ----------------------------------------=--- ._�__•:. GRAVEL ^� '`... .•.'', rWnLwrmrIM ,•�30% OF 15,625 = 4,687 s.f. 41683 s.f. DRIVEWAY 29'-0" ip g)�y pA�ysp F. N - F. NAIL 19t FLOOR BUILDING AREA (NET) N/A 3,826 s.f. ; 4 AIL :'..•, ., .. / e 7 2,11' SIGNATURE (NO I.D.) (No LD >a 13 8 s UM 2nd FLOOR AREA (N E T) �I 125'-0" R&M. /' 2 60% OF 3,826 2,295 s.f. 1,590 s.f. • ~ WATER M1R. MAXIMUM IMPERVIOUS If w��v,m m 17 17 (BUILDING FOOTPRINT, POOL & DECK, & A/C) SHEET TITLE: ----' 77th --'-'-� 40% OF 15,625 = 6,250 s.f. TERR. ROOF. /SITE PLAN TO HIM MM UM PARKWAY PARKWAY HOUSE 4,6 83s.f. a Roof Site Pan POOL & DECK 1,505s.f. SCALE: N SCALE: 1/8" = 1'-0" POOL EQUIPMENT 18 s.f. SCALE:3132"=1'-0" ND. 40 s.f. Location Map SHEET No.:1 TOTAL AREA 6,246 S.f. N.T.S. F h9 S. W. 77th. Ter race. 6ti . ---- - - - -—-— —- - - -�-—- - - -—-—- - - -—-—-—- — -- --- LEGAL DESCRIPTION: A 1 50'-0" TOTAL R/W Lots 8,9,10,11&12 Block 4 of West Larkin Pork subdivision, according to the Plat thereof as recorded in Plat Book 12 Page 49 of the Public Records of Miami-Dade County, Florida ARCHITECT. TFT- Bellin & Pratt 96- architects , LLC AA26000863 23'-4' 12'-5' 5'-4' 15'-8' 3'-4° 14'-B' 2'-2" 5'-4" 6'-4" 5'-4° 2'-2' 285 sevilla avenue coral gables.florida.33134 POOL ��- -- --- ------- - --- -- -�� tel 305.447.1927 fax 305.443.5986 s ; s ; / I t m Marshall Bellin AR-5564 CO C. DEC i \`\\ /,'� Glenn H Pratt,AIA,AR-9608 1'-2" 1'-2" 6' 4'-2' S'-4' 2'-0" 5'-4° 4'-2' < \\ // PROJECT: ovEOOF - \\ //' A RESIDENCE for e SOLVEIG SEVEN, LLC. r7- ------ -- - - -- - - -- ---- -1 I `\ ,' - 6737 SW 77 TERRACE 6 ® -0-6. MIAMI, FL. 33143 - -- ------------- - ---------� r---------- Yr� o I 2'-2' 6'-4 2'-2' 2'-5• i a i3 COVERED COVERED MASTER /' 6' I ly .I. O ?:I 2-' z'-z• s-a' a 2'-2" z STEEL COL . BEDROOM // I ti��\ © 8 ` © / ^ 6' (SEE STR. DWGS.) 2-6• 7-6" 101-01 STEEL COL. STR. DWGS.) BB. o I I Y � 6" 11 N I ; ----- --- I r 6'-2• 4• 4'-0" I 6'-2" 14� 4'-8' 10'-0• 0• 4 21'-0' 14'-8" I 20'♦-0' 8 1 I j I KITCHEN N I 8" CMu. 3 WALL ABOVE LIVING ROOM DINING � a I DEN ROOM. O k I I 00 2'-6° V 11" W.I. CL. I I I w 3._1 4" 2. 10.�a BATH AREA 4,532 N << O 7 G 7 --- -----S Q. FT. \F O COL STD-VG-S.)FLOOR 12\\ e ------- c 1 V71 --- io v -p•� I I \\ I I •I I I / � I � N W.I. CL. 14 I '� ° -h D' e'-0' H TH . OO I I in 6"1•-O" 7-10' 1• -0" 8. in in D% I I \ I O UP ' ,o ; PROGRESS ISSUE DATE:10-01-05 13'-10' L B'3--6' =21 12' 4' I 'n PROJECT No.: },( - MASTER I - - I DRAWN BY:E.D. 3'-4• 2'-4• 3'-4' APPROVED BY: 7'-1' II O I BATH j `\ n r--�- 15 O Q I O 4" / \ 4• F- STAFF 5'-4° / 5'-8- \ 5'-4" _ I c T 1 ® I 2 / O I- .0 / ' �\\ \ I 6"r I \ I ---- ---- I I -_- --- -J \ / I I I ALL DRAWING AND WRITTEN MATERIALS I I I HEREIN CONSTITUTE ORIGINAL WORK OF THE ARCHITECT AND MAY ONLY BE DUPUCATED WITH THEIR WRITTEN SEA 3-8° 3-8° I I `\ "� /' I I I O N I i L: 6'-4" 5'-6" 6'-4' M N LEGEND n I I I ►�'�\ I I I I // \\ I ]],]]]] TTT NEW CONC. BLOCK I I // \\ I CONSTUCTION I / \ I �'' I _ _ // \\ i SIGNATURE: w >� NEW GYP. BOARD/STL STUD PARTITION A EMSTING CONSTRUCTION ,. TO REMAIN 1 \ I SHEET TITLE: NEW GONG. COL iO I --------- I I / \ I / \ EXIST./DEMOLITION SCALE: SCALE:1/4"=1'-0" SHEET No.:2Ground Floor Plan ---- ---- ------- } SCALE: 1/4" = 1'-01" 7--8" 6'-0" T-8" 18'-4• 22'-6" 16'-0" 17'-10" 21'-4" A 2 t 96._0. w� �o ARCHITECT: Bellin & Pratt architects , LLC AA26000863 285 Sevilla avenue coral gables.florida.33134 tel 305.447.1927 fax 305.443.5986 Marshall Bellin AR-5564 Glenn H Pratt,AIA,AR-9608 ROOF BELOW PROJECT: A RESIDENCE for SOLVEIG SEVEN, LLC. 6737 SW 77 TERRACE RAILING ° L- L L-J J RAILING MIAMI, FL. 33143 ROOF STEEL COL. BALCONY BELOW (SEE STR. WGS.) 42' HT. WALL B CONY 3-1" 2'-5' 3'-0' 3'-2' 3-9' 2'-5- 3-4" 2-i" 2-2" 6'-4' 2'-2° 2'-0" --------------. - I \ HALCO&V ABU: 180 `L - 2 -- -- BALCONY AREA:106----- -/ - Frt ` 2-2° 5-4' 2'-2V-B° is.1, I / O COL N 5 ® / (SEE STR. DWG$ / m I v vI v �� / I / \ \\ ,a p//w/BASH `\ \`\ R OPEN TO BF,PIROOM/2 N \ \ \ JAB�01BELOW / I m / n I \\ `\\ ' N REA 1,228 \`-------- o \ \ /o SQ. FT. \ 5'-9' 9'-4' S 11' 4° 1 '-8' \ 8' 6'-0° 8° / BEDROOM 1 / m m BATH I N -ol I /C-3 9 /T� ° RAILING 2'-0' 5'-(1°' \\ A C \ J MEZZAXIN] O 0 \ — RAILING \ // RAILING I ° `\ \ t DO PROGRESS / © ISSUE DATE:10-01-06 IL- -- ---------- ---------- ------ / �\ - y PROJECT No.:PP 8'-0" II 7'-6' I -I /BELO \` DRAWN BY:E.D. mom- / APPROVED BY: Ito _ I I I ------------------ -----� ALL DR NG HEREIN ON TI MATERIALS TUT ORGINAL WORK OF THE ARCHITECT AND MAY ONLY BE ROOF DUPLICATED WITH THEIR WRITTEN BELOW / SEAL: PORTS COCH NOTES Gs ROOFERS ' 1- GENERAL CONTRACTOR SHALL COORDINATE ALL UTILITIES LOCATION BELOW / PRIOR TO COMMENCING HIS WORK / d 2- GENERAL CONTRACTOR SHALL GRADE ALL WORK TO ASSURE 4A x THAT ALL RUN-OFF WATER REMAINS WITHIN SITE BOUNDARIES. i , GEND SIGNATURE: Z. 3- ARCHITECTURAL DATUM ELEVATION 0'-0° = +16.23' N.G.V.D. NNEEWI CONC. BL00(STUCTION z 4- CONTRACTOR SHALL SUBMIT COMPACTION TEST REPORT i BEFORE STARTING CONSTRUCTION WORK. I / m3zzz= NEW GYP. BOARD/STL 5- A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL & STUD PARTITION SHEET TITLE: SHOP DRAWINGS, WHEN APPLICABLE, ARE.REQUIRED FOR THE FOLLOWING: I EASTING CONSTRUCTION FLOOR PLAN STRUCTURAL GLAZING, WOOD TRUSSES, DOORS, GARAGE DOORS, ROOFING, AWNINGS, TO REMAIN RIDGE VENTILATION, CURTAIN WALLS, MULLIONS, SIGNS, WINDOWS, PRECAST SYSTEMS, NEW CONIC. COL. SCALE: HANDRAILS, RAILINGS, FENCES, GLASS WALLS, STORM SHUTTERS, STEEL JOISTS SCALE:1!4"=1'-0" AND STOREFRONTS. 6- SOFFIT AND/OR RIDGE VENTILATION REQUIRED TO PROVIDE ONE SQUARE FOOT A Second Floor P I a n SHEET No--2 3 OF VENTILATION OR EVERY 150 FEET OF ROOF AREA. g 7- TRUSS DRAWINGS MUST BE APPROVED BY THE MIAMI-DADE COUNTY BLDG. DPT.. SCALE: 1/4" = 1'-0° t A 3 F ARCHITECT: Bellin & Pratt architects , LLC 12 12 AA26000863 51 -�s 285 Sevilla avenue TOP of BEAM coral gables.florida.33134 - - M - - - - - - - - tel 305.447.1927 fax 305.443.5986 SMOOTH srucco +a7.s paf +47.a par -0.1 psf Marshall Bellin AR-5564 m ON 8' CONC. -52.1 sf O -52.1 sf +50.1 paf -54.3 of Glenn H Pratt,AIA,AR-9608 c BLK. WALL © -n5,4P.3 of 7KEY:STONE D N 1'-5' 12 PROJECT' 5FWD. CRIKET +50.1 psf STONE 4� E ±626paf -67.1 of �4 A RESIDENCE for MOLDINGS SOLVEIG SEVEN, LLC. TOP OF BEAM 6737 SW 77 TERRACE MIAMI, FL. 33143 LK MOLDING ELDING SURF MOUNTED KEYSTONE -54.3 of / LIGHT FIXT. AS MOLDING SMOOTH STUCCO O NEE B Y' § I ON 6' CONIC. STONE I Q o BLK. WALL MOLDINGS 0 450.1 psf' +5t1.1.paf +50.1�ef o F.F_ELEV Vit +49.7 paf +47.2 psf TEXT. -52.9 of -51.5 sf STUCCO Front (South ) Elevation SCALE: 1/4"=1,-O" 12 15 12 72 5 TOP OF BEAM +46.5 P-1, + p -52.7 of + of - m P +47. of +4 of - SMOOTH a KEYSTONE H -5 Pof © -52. f STUCCO MOLDING PROGRESS 12 SMOOTH 12 4 STUCCO 1-14 ISSUE DATE:9-"G :qq:5-17 48. pa PROJECT No.: TOP OF BEAM of DRAWN BY:E.D. dt 2ND. FL SLA APPROVED BY: ® © KEYSTONE STONE MOLDING 1Oj SMOOTH 1_ +50. sf MOLDINGS o STUCCO -54. sf + psf + pat +4 psf +46.6 pef +4 . paf -5 of -5 of -84.2 of -5 sf 'a F.F. ELEV ALL DRAWING AND WRITTEN MATERIALS HEREIN CONSTITUTE ORIGINAL WORK OF +48.4 paf +48.4 paf 2'-0° +48.5 pef +47.8 psf +46.5 psf +46.4 pef +48.5 psf +48.5 pef +47.8 pef +4B.6psf THE ARCHITECT AND MAY ONLY BE -63.7 of -63.7 of -52.7 sf -52.1 of -52.7 sf -63.a of 52.7 sl -52.7 of -52.1 sf -52.9 et DUPUCATED WITH THEIR WRITTEN TW AC Rear (North ) Elevation SCALE: 1/4"=1'-0" SEA" WINDOW SCHEDULE BURGLARY INTRUSION NOTES 4. JAMS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS BE MARK DESCRIPTION DIMENSION MATERIALFRAME FINISH RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF 1. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE LOCKS AND LATCHES. A ---_ 54X47" ALUM. ESP TRANSOM B ---- 27x59' AWM. ESP TRANSOM SIGNATURE: KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 5. SINGLE SWINGING EXTERIOR DOOR IF WOOD, SHALL BE SOLID �- POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF KEY-IN- CORE OF NOT LESS THAN 1 1/8° THICK C ---- 4ax6D' AWN. ESP . THE KNOB LOCK IS USED THERE SHALL BE AN AUXILIARY SINGLE D ---- 22x22• AWM. ESP DEAD BOLT WITH HARDENED BOLT INSERTS. 6. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN E ---- 56x66' ALUM. ESP TRANSOM SHEET TITLE: 2. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL NATIONAL STANDARDS INSTITUTES-STANDARD 297.1. F SLIDING 48x48' ALUM. ESP HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING 7 C ---- 36x36' ALUM. ESP ELEV. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING H ---- 28x98' AWN. ESP DOOR. THE INACTIVE LEAF OF THESE PAIR OF DOORS SHALL WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF HAVE MULTIPLE POINT LOCKS WITH 5/8° MIN. THROW BOLTS ---- SCALE: WITH INSERTS. LOOSE AND SWINGING DOORS SHALL COMPLY WITH AMERICAN 30,x76, AWM ESP NATIONAL STANDARDS INSTITUTES-STANDARD 297.1. SCALE:1!4"=1'-0" 3. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON 8. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF K ---- 38'x98' ALUM. ESP REMOVABLE PINS. L ---- 80x60' ALUM. ESP SHEET No.:•1 RESISTING A FORCE OF 30C LBS. APPLIED IN ANY MOVABLE N ---- 26x36' ALUM. ESP S DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS F SET FORTH IN METRO CODE/SOUTH FLORIDA BUILDING CODE. NOTE: 17 ALL WINDOWS AND DOORS MUST MEET PRODUCT CONTROL APPROVAL F ( 1NTRACTOR SHALL SUBMIT N.O.A. AT THE TIME OF SUBMITTAL FOR PERMIT. A 4 2- ALL WINDOWS AND GLASS DOORS, ARE IMPACT RESISTANT. ARCHITECT: 72 Bellin & Pratt 15 architects , LLC 12 5� AA26000863 TOP OF BEAM 285 Sevilla avenue - - - - - - - - coral gables.florida.33134 ® tel 305.447.1927 fax 305.443.5986 +50.1 paf KEYSTONE +48.5 paf - 54.3 of MOLDING m -63.6 of ® Marshall Bellin AR-5564 o Q 12 Glenn H Pratt,ALA,AR-9608 12 4 12 4� KEYSTONE A RESIDENCE for TOP OF BEAM MOLDING SOLVEIG SEVEN, LLC. 6737 SW 77 TERRACE 64 + .5.8paf --STONE MOLDINGS MIAMI, FL. 33143 -84 s/ m +48.8psf +47.5paf . c 64.5 of -52.7 of ®® +48. paf a STONE -64 Sf + of MOLDINGS +47.5paf +50.1 psf +50.ipaf f © ©, -52.7 of 54.3 of 54. o F.F. ELEV TEXT. -. - - - - - STUCCO TEXT. STUCCO Left ( West) Elevation SCALE: 1/4"=l'-O" 12 �5 12 5 KEYSTONE +50.1 psf MOLDING 54.3pef +48.5psf. mj FED _ —63.8 of 0 12 4 12 PROGRESS 14 ISSUE DATE:8-5O6 TOP OF BEAM PROJECT No.: DRAWN BY:E.D. APPROVED BY: KEYSTONE MOLDING +50.1paf Q ® + of *5�.3 sf —54.3 of L ±5w4.3paf +49.3psf o 'o F.F. ELEV —53.6 sf ALL DRAWING AND WRITTEN MATERIALS Right (East) Elevation SCALE: 1/4"=l'-O" HEREIN CONSTITUTE ORIGINAL WORK OF THE ARCHITECT AND MAY ONLY BE DUPUCATED WITH THEIR WRITTEN CONSENT SEAL: WINDOW SCHEDULE A MARK DESCRIPTION DIMENSION MATERIAL FRAME FINISH I REMARKS / w A 1 54X47' ALUM. ESP TRANSOM ___ _ e°N iV B 27x59' ALUM. ESP TRANSOM C ---- 48'X60• ALUM. ESP SIGNATURE: o D ---- 22'X22' ALUM. ESP 561X86' ALUM. ESQ TRANSOM F SLIDING 4S*X48' ALUM. ES' R 1 io io G ---- 36•X38• ALUM. ES' SHEET TITLE: �- � —� N ---- 26•x96• AWN. ESP ELEV. ---- 30'%36' ALUM. ES' 55 IC K 78'%98• NA1M. ES SCALE: - 4'-6" 2'-3" 4'-0' 4'-8" _ 1 4-0' S-0" 2'-4" 2'-6° S-2' S' O" 2'-4' L ---- 609X50• ALUM. ESP SCALE:1/4"=1'-0" ® © © © © © © ® M ____ 289138' ALUM. ES' SHEET No.:4 t NOTE: F CONTRACTOR WINDOWS HALL SUBMIT N.OAUAT THE TIME OF SUBMITTALLR F P PERMIT. Windows E I e va t i o n SCALE: 1/4" -O" 2- ALL WINDOWS AND GLASS DOORS, ARE IMPACT RESISTANT. A 5 ARCHITECT: NEW SPANISH TILE ROOFING ON 901 CAP SHEET OVER 30# BASE SHEET ON 5/8- Be I I i n & Pratt PIGGY BACK CDX PLYWOOD SHEATHING W/ 10d NAILS TRUSSES ® 6° C/C, ON PREFAB. WU.2TRUSSES architects , LLC CONT. GALV. 5� NEW SPANISH TILE ROOFING ON 90q CAP AA26000863 SHEET OVER 301 BASE SHEET ON 5/8- MTL FLASH. CDX PLYWOOD SHEATHING W/ 10d NAILS 285 Sevilla avenue 12 O 6- C/C, ON PREFAB. WD. TRUSSES CONT. 4' WIDE coral gables.florida.33134 MTL. STRAP 5 16d TOE NAILS SCREEN VENT TO EACH RAFTER 12 PROVIDE MIN. tel 305.447.1927 (SEE STR. DWGS.) 1/150 of AIR fax 305.443.5986 R-30 BA R-30 GATT 4 CONT. 4- WIDE SCREEN VENT INSUL INSUL. R-30 GATT CONDITIONED AREA TO PROVIDE MIN. 1/150 OF INSUL Marshall Bellin AR-5564 AIR CONDITIONED AREA — Glenn H Pratt,AIA,AR-9608 GYP BOARD ON FURRING CHANNELS GYP BOARD ON FURRING CHANNELS 024"0.0 NAILED TO CONC. TB. (SEE 024"0.0 NAILED TO BOTTOM CHORD OF BOTTOM CHORD OF TRUSSES GALV. MTL. PROJECT: STR. DWGS) TRUSSES (2 NAILS 0 EA. SUPPORT) FLASH. ON P.T. (2 NAILS 0 EA. SUPPORT) 1X3 WD. NAILER ON CONT. WD A RESIDENCE for CONC. r-s FASCIA SOLVEIG SEVEN, LLC. (SEE STR.. DWGS.) NEW SPANISH TILE ROOFING KEYSTONE 6737 SW 77 TERRACE ON 90# CAP SHEET OVER MOLDING MIAMI, FL. 33143 30# BASE SHEET ON 5/8" 1/2- GYP. BOARD ON 1X2 CDX PLYWOOD SHEATHING P.T. WD. FURRING STRIPS STUCCO ON 8- W/ 10d NAILS ®6- C/C, ON \ PREFAB. WD. m ® 16" O.C. PROVIDE RIGID 00 CONC. BLK. PREFAB. WD. TRUSSES TRUSSES 1 CONT. GALV. \ CONC. CAP b INSULATION P. AT o MTL. FLASH. RAILING BETWEEN STRIPS (TIP. S) \ CONT. GALV. TO N RAILING ALL EXT. MASONRY WALLS) GALV. MTL FLASH. ON 12 MTL. FLASH. 1 P.T. 1X3 WD. NAILER REJECT "CO PASSAGE ON CONT. WD FASCIA 4 SPHERE FIN. FL O EE \' SCHED LECONC. FAMILY ROOM 16 SLAB 1 (SEES . DWGS.) 5)r MIN WD. BASE STUCCO ON MTL LATH ON 1/2° MTL. TRAP 1/2" GYP. BOARD ON GRADE CDX PLYWOOD SHEATHING W/ 10d (SEE TIR. DWGS.) 1xz P.T. WD. MEZZ NINE PROVIDE 1#5 CONT. NAILS ®6° C/C ALL SUPPORTS N WD, RAFTER (BEYOND) TO FURRING STRIPS CONC. TB. SUPPORT WD. TRUSSES 16° O.C. PROVIDE .;.I (SEE STR. DWGS.) RIGID INSULATION - ,. STUCCO ON (R-5) BETWEEN _ — — FTG. SEE CONC. TB. 8- CONC. BLK. STRIPS (TYP. AT ALL \—CONC. SLAB 4" CONC SILAB it T WALSTR. DWGS. (BEYOND) EXT. MASONRY (SEE STR. DWGS.) VAPOR BARRIER — � STONE WALLS) ~ MOLDING CONC. TB. _ CONC. TB. (SEE STIR. DWGS.) II it (SEE STIR. DWGS.) M Section B °D SCALE: 1/2" = 1'-0" A_6 o ° I N I m NEW SPANISH TiLE ROOFING ON 90#CAP SHEET OVER 30# BASE SHEET ON 5/8- PROGRESS CDX PLYWOOD SHEATHING W/ tOd NAILS FOYER HALL TO MASTER CONT. 4" WIDE ®6- C/C, ON PREFAB. WD. TRUSSES ISSUE DATE:7.8.06 PORTE COCHERE o PAVERS BEDR00 LIVING PROVIDE MIN.T TO 12 PROJECT No.: Tn PROVIDE 1#5 CONT. ROOM 1/150 OF AIR 4� DRAM vBC'sr•H GRAVEL DRIVEWAY CONDITIONED AREA R-30 BATT _ _ INSUL 4° CONCuSLAB_ �i� _ II Il—n—u —m—III I.T u I— T T In a—ul I- GYP BOARD ON FURRING — 1 1 —� — — — — 'III=— —VAPOR BARRIERI_ — — — i ��ILY" �� _= HANNELS 024"0.0 NAILED TO —III I1� —ij�j III—u=111=111 1 �l—I— — 111=1�—�— R— 1=1I 1 u T 1—I 1 I'I In I� —I—Ill —I I 1 _ �Ip� —per pI �r II T I ul III _Tj —i l L II TI y T I,TIIT I I Inr.n—r'T �I,IL 1-1yIli 1W1 1 — — —II Tn II—I T 1 1 —=_' A — C - -- ' OTTOGALV. MTL BM CHORD OF TRUSSES IlNEW 2 NAILS ®EA. SUPPORT) SEE ST R. DWGS. FLASH. ON P.T. _ � � m ID mill l�lll���II"lllr I"'ll"'Ill II�I�II IIIJII I j1 — T - fj1�„_I 1X3 WD, NAILER -il -1 llS= ru - ON ONT. WD C CONC. TB. Section A n FASCIA (SEE STIR. DWGS.) DOOR TO THE KEYSTONE HOUSE MOLDING DOOR SCHEDULE STUCCO. ON 8- 1/ MTL. GUIDE FOR ALL DRAWING AND WRITTEN MATERIALS i / /GARAGE DOOR HEREIN CONSTITUTE ORIGINAL WORK OF WINDOW SCHEDULE //// (BY DOERS) THE ARCHITECTAND MAY ONLY BE No. LOCATION TYPE WTERUL FINISH THRESH. JAh10 REINRKS ROOM FINISH SCHEDULE ///� DUPLICATED WITH THEIR WRITTEN 1 imv+ rr-16” B'-C 1-]�• FILL urea A_ A4Dm®ADM AAM. ALUM. ee>g1ECr.BT OwNFR AIARIT DE'9CPoPIEIN DNEINSION REMARKS ° /� GARAGE DOOR 2 Bon e•-W I-]4• 1N0.. W PANT w0. ROOM FLOOR BASE 1MM1a CELNQ CUL Ht. REMAIM /j SEAL: ] VARIOUS W-O• 1-]0 11111 LITES A. PAW AA1L ALAL TOTER THE Or WOOD O."A" .ml. e•-e' A a x4Y ANY. 011, TRAeaI � / 4 FMOI ROON W-0• 1-31r FTLL uTm; A. Me/f AA1L ALIL 2 Sa0RE5 MIN 1e• TOIACE IRE alp THE STDCM S 000 N/A I B 2rMea• ALAI. L4 7PA6011 /// a VAOLIB C-0• 1-]4' RILL HIES K PANT ADM. AI01. MASTER SEOR]OM TILE Or MOOD awo"V"m W.Bn(P rd C 48')180• ANAL ESP � a DEN a W-W 1-3 a-w1n W. PAR M0. wl,ti= /dE aV MO® aw.(PM/A W.Bn rte• D -- 227Qr ALIL w GARAGE 7 DEN a SOON e'-O• 1-] P1D.. MO. PAIR M0. WASTER Bn"NOO 1 THE elf w000 to w.PI .Bn L•d '-w TEE WON=(rd a 51o" E SB•Ler ANAL ESP TRANSOM e 11A170E SARI e'-0' 1-] Ra. W. w0. BNN TILE all'wwo) wA D.M/IRE BR S'-Y 'd TIE wANSWT(e•-0•a 31S1MEIq F 91oQ1O 4n�tIC AJ1L UP VMI015 W-4" 1-3 ILO.. W. PANT M0. DER TLE nay- MX(PMT) W.WL OAmm rd O 30.7Je• AIM. ESP 10 V/F®IL4 r-n• S-01 1-21 R0.. W. 1MMT R 11N11O ROOM TOE SIT•WOOD ww.OATNh .en rte• M 2117®e' AIJIM. ESP 11 11'"CCL. I, 1-]4• )TILL LJIEB w PANT ASOL DO@IO ROOK TLE W 1w o D.w(PM/n .BR. rte•12 l CI- 2-1'-n• M-0• 1-] PHI, MA PAMT wa BEOIM70M 1 TLE &V WOOD o.w�/ONT) Bn S'-f 1] RCL. 1'-4• W-W 1-] PHI. W. PANT W. 1101)00/2 TLE ml•WOOD O.w.(PARM en A T" A'-e• N ____ Mme. ILiN GRADE ELEV. SIGNATURE: ]'-D• V-W 1-3 8-FOU) soP' TLE tlP MOOD ww.(PMNh .101% r-B• to CL r-10• a'-o• 1-] • im O STMT TLE aw LDDD awd'M/h .BR(P A'-e• L ---- 00'Le0• ARIL EtP / is BEDROOM 1 A.2 - -P 41 1-3/e PANT ■O. MQ/MRNE - TILE all•wMOO O.w(P/Dll) BR A'-e• M 2WM]e' ASH. ESP PROVIDE 1 W5 CONT. d 17 Wl.CL r-4' W-0• 1-3 Pm- W. PANT MO. SAI mm TLE or THE Sn1CCa N/A N/A - . NOTE:* —II—II — 11 I HI I —II1I 1— ALL NINDOWS AND DOORS€ CONTRACTOR SHA.L SUBMIT N.OAUAT THE ME OF SUBMT TALL R PERMIT WA WALL FTG. SEE'1 — SHEET TITLE: 2— ALL WINDOWS AND GLASS DOORS,ARE IMPACT RESISTANT. STR._DWGS. II IIHII II L _III—'i4-�CONC. SLAB ELEV. -'`�11=11H11,1�III_III - —I_ _ VAPOR BARRIER 1'11111 1111.::;.::.fir.: — SCALE: SCALE:1/4"=1•-O" TTITm11? SHEET No.:4 i Section C A SCALE: 1/2" 1' = -0" A_6 6 ARCHITECT: NEW SPANISH TILE ROOFING ON 90# CA PIGGY BACK SHEET OVER 30#BASE SHEET ON 5/8° TRUSSES Be I I i n & .Pratt COX PLYWOOD SHEATHING W/ 10d NAILS 12 NEW SPANISH TILE ROOFING ON 90# CAP architects , LLC ®6° C/C, ON PREFAB. WD. TRUSSES SHEET OVER 309 BASE SHEET ON 5/8" 5 COX PLYWOOD SHEATHING W/ 10d NAILS AA26000863 ® 6" C/C, ON PREFAB. WD. TRUSSES CONT. 4" WIDE SCREEN VENT 285 Sevilla avenue TO PROVIDE MIN. 1/150 OF coral gables.florida.33134 CEMENT TILE ROOFING ON: AIR CONDITIONED AREA CONIC. TB. tel 305.447.1927 DAOE COUNTY PRODUCT CONTROL APPROVED SPANISH "S" STYLE R-30 GATT (SEE STR. DWGS. MTL. STRAP CERAMIC TILE ROOF INSTALLED AS PER F.B.C.SEC. 1518.8 AND R-30 BATT MANUF.'S SPECIFICATIONS OVER HOT MOPPED 90# SLATESURFACE INSUL. INSUL 86 ) (SEE STR. DWGS.) fax 305.443.59 OVER 30# ROOFING FELT WITH "TIN-CAPS" ®12" O.C., ON 5/6- Marshall TB. GALV. MTL. FLASH. ON Bellin AR-5564 COX EXT. GRADE PLYWOOD SHEATHING FASTENED WITH 8d NAILS 6" (SEE STIR. DWGS.) P.T. 1X3 WD. NAILER Glenn H Pratt,AIA,AR-9608 O.C. AT EDGES AND IN THE FIELD AND 10d NAILS, 4" O.C. ® 1._6 CONC. TB. ON CONT. WD FASCIA GABLE ENDS WITH 2" WIDE, 26 Ga. GALV. DRIP NAILED ®4" O.C. (SEE STR. DWGS.) AND 3° OVERLAP AT JOINTS WITH MASTIC SEALANT. CONTRACTOR WD. CRICKET u STEEL COL. W/ PROJECT: SHALL PROVIDE ALL COPIES OF PRODUCT APPROVED MATERIALS. 1 PRECAST COVER STUCCO ON MTL. LATH (SEE STR. DWGS.) 1/2" GYP. BOAR ON 1/2" cox PLYWOOD A RESIDENCE for e ON 1X2 P.T. WD SHEATHING W/ 10d NEW SPANISH TILE ROOFING ON 90# CAP CRICKET HIGHEST 80 16URRIIII PR lb ® NAILS O 6" C/C ALL SOLVEIG SEVEN, LLC. SHEET OVER 30# BASE SHEET ON 5/8" POINT o RIGID INSULA 6737 SW 77 TERRACE COX PLYWOOD SHEATHING W/ 10d NAILS CONT. GALV. (R-5) BETWE N MIAMI, FL. 33143 ®6° C/C, ON PREFAB. WD. TRUSSES MTL. FLASH. 2° GYP. BOARD ON 1X2 0 o STRIPS TYP AT P.T. WD. FURRING STRIPS of ALL EXT PRECAST MTL STRAP ®16" O.C. PROVIDE RIGID MASONRY ALLS) BALUSTERS (SEE STR. DWGS.) - INSULATION (R-5) TO REJECT BETWEEN STRIPS (TYP. AT c 4° SPHERE CONT. 4° WIDE ALL EXT. MASONRY WALLS) 03 SCREEN VENT TO PROVIDE MIN. 12 1/150 OF AIR CONDITIONED AREA 4 INT. FF. ELEV. Z_ R-30 GATT MTL. STRAP `' I GALV. MTL INSUL. (SEE STR. DWGS) -CONC SLAB FLASH. ON P.T. (SEE STR DWGS.) 1X3 WD. NAILER YP BOARD ON FURRING ON CONT. WD 1' 6" CHANNELS 024"O.0 NAILED TO CONC. TB. FASCIA & CONIC. TB. BOTTOM CHORD OF TRUSSES (SEE STR. DWGS.) CONC. SLAB CONC. SLAB ARC SHAPED SUB-FASCIA (SEE STIR. DWGS.) (2 NAILS ®EA. SUPPORT) (SEE CONIC. BEAN (SEE ST . DWGS.) (SEE STR. DWGS.) (SEE STR. DWGS.) KEYSTONE MOLDING �- 1/2" GYP. BOARD ON 1X2 STUCCO ON 8" P.T. WD. FURRING STRIPS 1/2" GYP. BOARD CONC. BILK. ®16" O.C. PROVIDE RIGID ON 2X4 WD. m o INSULATION (R-5) STUDS ® 24" O.C. o BETWEEN STRIPS (TYP. AT ALL EXT. MASONRY WALLS) m I O O O� I V.I.C. HALL V.I.C. DEN m J4" MIN WD. BASE Y2° MIN WD. BASE GRADE, PROVIDE 1#5 CONT. INT. FF. ELEV. INT. FF. ELEV. FOYER PROGRESS ISSUE DATE:7.8-06 11 All 1 u � J11 — — II—III II I— _ _ 1111 I I— — 1 1 1 1 11 Tf II I— I II I —I 1 II —I II I'�ll�I —I PROJECT No.: NEW WALL FTG. - = V 4 CONIC. SLAB - — - _ - _ - T - n E 1#5 C �y _ _ _ _ PROVIDE ONT --II L 1 X111 Al 1 BAR 1 -in u 1 ,.Imn J11 1 T...11 1Imu u1_ ��� w RI R- m 1i SEE STR. DWGS. 11111I��II��� � IER- - _ _ �. _ AaawN ED:er: �gI�II_ ....i~iliLt�il -w urn II -I +1,111 II 111�� VAPOR BARRIER = Section D 4" CONIC. SLAB 4" CONIC. SLAB 111=PAVERS 9 ' - II II SCALE: 1/2" = 1'-0" A_� ,iR' ➢r— —n1 u Section E SCALE: 1/2" = 1'-0" �7 ALL DRAWING AND WRITTEN MATERIALS HEREIN CONSTITUTE ORIGINAL WORK OF THE ARCHITECT AND MAY ONLY BE DUPLICATED WITH THEIR WRITTEN SEAL: A& SIGNATURE: J R E SHEET TITLE: g ELEV. SCALE: SCALE:1!4"=1'-O" SHEET No.:4 i F IRS A7 ARCHITECT: 21'-A' V e I I i n & Pratt HORIZONTAL MASONRY �3 3 s architects , LLC JOINT REINFORCING — — -- — — W O O TE-8 EEE El E _LE-EI E E E AA26000863 EVERY OTHER COURSE — 8'CONC.BLOCK WALL W-16 285 sevilla avenue 30'SPLICE 4"CONC.SLAB REINFORCED WITH 6"x "WIA.W.4 SEE PLAN FOR REINF. U LF ON? MIL VAPOR ARRIER OVE WELL I' I coral gables.florida.33134 CAMPA ON FILL(MIN.95 Or MAX.D NSITY PER I tel 305.447.1927 ASTM D 1556 t D 15 7)TYPICAL .ON. v CONC.SLAB SEE PLAN. O ` \ I I fax 305.443.5986 b il TOP GONG.SLAB FIN.GRADE _ Marshall Bellin AR-5564 TED FILL!i VAPOR BA S RRIER 3 5mg•' G4 3 g" p I I (�' ( I Glenn H Pratt,AIA,AR-9608 (TYPICAL) S .9\ F•3636 F-3636 Gl CT _ C7 F-3636 CT F-3636 Ca� - //// FILL CELLS —F—_ — cl Z \ \ WITH CONCRETE._y ELP OF4FOOTING O E 7E-8— __ TE_e ❑O❑ O O O O O O O O O E O O O O — — — — — — — — E a TE-e - TE_g E E E E E E E E E n •'>':I::f I L — J L — J L — A RESIDENCE for 5'-4" 5'.5' I I SOLVEIG SEVEN, LLC. 1 EXTERIOR WALL FOOTING DETAIL I I (I I ° W I ( I 6737 SW 77 TERRACE NOT TO SCALE I _ I _ I I " TOP GGNG.SLAB 0 —GI '° GI GS LL 6' I m 32" I I MIAMI, FL. 33143 J A , 10'-I0" /V TE 8 I'5 CONT. I I -_ I / — —LLF-24 _ — GI \T CI T.OF F-36 6 /-0�-4��1 G9 7I I- -- — — — O5 / 0 �ati TOP CGNC SLAB m — �E-� — — I k -ICTlr-1-TI C1 .:1':: III�IIL - ( CI I .9 \ C� P'l. V�EL.p._°. I� L J J LL J SA UT CONTROL JJ TE=8 O O O / N F-4247 24 I JOINT.SEE DET. F-5454 �/ I I (T YT 5AWCUT CONTROL r - 4"CONC.51-411 REINFORCED WITH 6"x 6"WIA.WIA JOINT SEE DET. C9 U.F-24 UALF ON 6 MIL VAPOR 84RRIER OVER WELL ( Ci COMPACTED FILL(MR•L S5%OF MAX.DENSITY PER I ( I I ASTM D 1556 4 D 1557)TYPICAL U.ON. G D DGE OF SLAB DET I • I o I 13 NOi TO SCALE 9 I • I I I _J SAWCUT CONTROL JOINT.SEE DET. I I •( (TYP) Is CONT.x 4•-0' / LONGER THAN II II MASONRY OPENING. WALL BLOCK I I a I/2'PRE-MOLDED BEYOND. 72•_3. 13._ a EXPANSION JOINT F-4242 F-4242 I I F-4Bde .I n TOP CONIC SLAB •:DEL. - _ _ _ - h, 11 I CI t ^fir FILL CELLS I I a 5AWCLT CONTROL (O--4") � (-pF-4") m — w a a TOP of FOOTING m WITH CONCRETE. JOINT.SEE DET. 4'-O" EL..I•-4" I I (TYPJ I I~I O If ADD 2"5 CONE.TOP I r F-4747 I O o t x 4'-0'LONGER THAN — — I I, MASONRY OPENING. I — — — — — uF-74— — — — — — — — — — — — _�uF-I6 F-3030 /O a) ct TE_8 C9 SECTION TNRU T T FIGAL I — — — G' I o I 35 F a a - - - - F_ — r - - F_ - - i a s I ❑ D R OO OPENING C I I I I �� I NOT TO SCALE I I m FOR REGULAR FOOTING I I —IT-224— PROGRESS T a ( °' ( I I I I ISSUE DATE:11-8-08 NEW-em PROJE • I i. I I I I W 3 5 cT N- AVM—ILF-24 J W DRAWN BY: J.O. 25._4" S'_2" u � S'_2.. 1•_2• — — — — — — — — — — - I APPROVED RY:D.O. a as a ♦_ OF-16 W'F-I6 I a W — - - - — TE-I — — — — — — — — — — UF_16 a .,-0. � ._2.. _ 3 CI GI G toiEpi F-4648 O F-4848 6-m a FILL THREE CELLS i+a FILL TWO CELLS O-41� 1 aEl EI O E� Ce \ ASNERAL NOTES, O `INTERLOCK . 12 GENERAL STRUCTURAL NOTES SEE SHEET 5-1. I I E E E E I GIO BLOCK COURSES 2.FOR COLUMN SCHEDULE SEE SHEET 5-5 CIO (TYP.) 3.FDR FOOTNG SCHEDULE SEE SHEET S-5 TAF. TOF. 4.ELEVATION TOP OF SLAB b'-O",TYPICAL UON. (-2-°) a (-2-O) 4"CONIC.SLAB REINFORCED WITH 6"x 6" FLLW1:4 WWF ON 6 MIL VAPOR BARRIER OVER WELL S.ELEVATION TOP OF FOOTMGS-1'-4",TYPICAL UON. COMPACTED FILL(MIN.95%OF MAX.DENSITY PER CORNER DETAIL WALL INTERSECTION I I I ASTM D 1556 1 D ISE!)TYPICAL LION. I I REBAR,FILL CELLS I I S I SLP.2"FT ALL DRAWING AND WRITTEN MATERIALS WITH GONGR TE G4 � "0 I HEREIN CONSTITUTE ORIGINAL WORK OF t,. 7 THE ARCHITECT AND MAY ONLY BE a •^,'; O O `� I I I DUPLICATED WITH THEIR WRITTEN _ a CONSENT. 6" 18'_7'• I •• I 2D'-D" FILL TWO END CELLS 13-1-11 SEE NOTE 2 - % ° SEAL: I END WALL TYPICAL WALL F-4848 F-4848 VERT.REINF.IN CONIC. 3'-O"MIN FILLED CELL5 EA SIDE OF WALL OPENING(SEE PLAN) CORNER BAR SAME E E E E�O Ge F E O B O - a AS HORIDZ REINFNG E E I clo a° I E E _ I L - - - -�-16- - - - - a . T.O.F. EEE T El �C7 SIGNATURE: O E CI BEE NOTE 3 �,DOOR OR WINDOW OPENING SEE NOTE 3 " ( 2 O'1 (-2'-O") — ,- � BELOW SEE PLAN BELIXU y — t WALL OPENING T SHEET TITLE: fil�i�ICAL. REINFORC�O M��ONRY ®a=TAILS GROUND FLOOR AND FOUNDATION PLAN 2r-4° GROUND FLOOR AND 0 1/4° - r-O^ LEGEND. FOUNDATION PLAN NOT I.PR VIDE 9 GA LADDER TYPE HORIZONTAL REINF.m16"o<.MAX LAP AT WALL INTERSECTION SAW CUT MAX.24 HOURS mT1T17 I• VERT.,IN BLOCK CELL FILLED W/CONIC. SCALE: WITH "T"AND"L" CORNER SECTIONS.SEE STRUCTURAL NOTES ON SHEET 5-COVER FOR AFTER CONC.PLACING. llll1Ll1 GROUT(SEE NOTE). ADDITIONAL INFORMATION. t FOR MAX.SPACING SEE PLAN. NEW CONCRETE COLUMN. SCALE: 2,MASONRY BLOCK WALLS SHOWN ON PLANS SHALL BE REINFORCED A5 FOLLOWS: INDICATES COLUMN TYPE AND START OF COLUMN AT 1'� a)FOUNDATION TO LOW ROOCONDT FLOOR PLAN:9 43Y'o.c. Dario Gonzalez 6l•e• SHEET No-: I,)FI�.ST FLOOR PLAN TO SECOND FLOOR PLAN 5X48"o.c. n� X--wj-ri-,_ - T.. +1 K,, .x-,, SLA5 ELEVATION R TIE BEAM ELEVATION S. 1 t 5 OND FLOOR PLAN TO ROOF:5-4g"o�. Consulting Engineer �- = �T�nr=rrn 1 NDICA ES GOL R W TYPE AND QQ OF COLUMN AT SLAB 3.S SHEET 8-COVER,GENERAL NOTES,FOR ADDITIONAL INFORMATION I I I"I�F-1�- O ELEVAtION OR TIE BEA!•t ELEVATION 5110WJ. (-`t THIS DETAIL APPLIES TO WALL FOOTINGS, R'eFER TO COLIRI•I SCHEDULE FOR REINFORCEMENTS. 10352 S.W. 114th Terrace Miami, Florida 33176 S`J BEAMS AND TIE BEAMS. Tel: (305)253-813t • Fax: (305) 234-4370 j PLAN - CORNER 5AfR DETAIL E 5,4W GUT JOINT (S.J.) E-mail: dgpe®bellsoNth.net D SCALE NOT TO SCALE ARCHITECT: 14'-B" 21'-4" BeIIin & Pratt 25 architects , LLC UPLIFT,-616 lb.. AA26000863 DL.LL.596 Ibe. 285 sevilla avenue 11011 - )) coral gables.florida.33134 GI tel 305.447.1927 a fax 305.443.5986 BOTH ENDS UPLIFT.-9991ba. :n Marshall BeIIin AR-5564 OL•LL-120 Ibe. 22'-B" 52'-a' - Ei ly. b� Glenn H Pratt,AIA,AR-9608 UPLIFT.-616 Ibe. PROJECT: DLLL UPLIFT - 1 ibe. �I�.( GT-3 WOOD GIRDER _ __ __ �_ _ T _ I A RESIDENCE for T6 2B B GIO GIO 25-8 CIO O 2B-B O 50TH ENDS CIO CIO GIO • be. -- O DL.LL•24a3 be. UPLIFT IB,31be. SOLVEIG SEVEN, LLC- PLG 4 G4 P G-4 — — & — — — — — — - _ _° _ — _ _ : _ : _ i= _ _ — 6737 SW 77 TERRACE _ ;.,` _ _ _ •4 m I6"BOTTOM(TEMP) ;.,' LEDGER A —� I — — — — - - - - - - - - - - - — - - - - < T — — I MIAMI, FL. 33143 4 O - m v 12'2" 3'-O I!2" - IS'-6 I!1" 3'-4" I�X" - _ _ 0- N •4 m OP `"' I W y 6'CONC.SLAB m I -4 m 12"TOP Iry -f1 IDS.(.10'-1 IR') ,,, x 4 O � �.. T UPL! -1616 be. m ( 2E G9 UPLIFT•-2058 Ibe. I v. a DL.L •2462 Ibe. F DL-LL.2681 Ibe. I GT-2 W D GIRDER 0 G9 @ •4 m 16_BOT40M(TEMP)D_ T, CRIC m KET 4 16"BOTTOM(TEMP) �i a LEDGER B - J T-6 R O ^GI GI G5 P I =O C T-1 _ LEDGER B � m 52a O I O 3 x G6 ) —2B-LEDGER G0 T _ n 0 2B-3 GS aT-" 5:12 28-2 QQ ,ir G9 GI O GI G2 T , 6 — C-1 I I —l: � _ . _ . V PREFAB.WOOD TRUSSE6 m 24"O. O T L I 'Q GI GI O GI _ T_1 GI ^a — T_6 I _ OPE ELOW - I ( C9 e x I m T- i-1 I T CONC.SLAB — ER A m . I I I- . . . • I UPLIFT•-441`be. T-1 i O UPLIFT--al(, b e.S UPLIFT.-9900 Ibe. DL.LL11b.TOP B I ' CON SLAB DL.LL•1151 1111,IISI[be .4m12 UPLIFT.-5SS ibe 0'- " - h . LEDGER A GI y O T-1 W J __ .. •4 m 12"BOTTOM: -� I •4 m 12_BOTTOM � � "4 m 12'TOP I •4 m 12"TOP � �+ I v ry m N O v } x 5'-O" .5,-0" T l — �:0_ T•6 12"TOP I : - K 7� I O •4-14'BOTTOM(TEMP) _ � a i �rv .m 6 c9 2B-lo G9 w I c9 T-1 a O m I EO 614 SLAB l"9LAB I ( CRICKET$ — u T_6 (8 1/t°SL AB 6"SLAB < > p r —) -pI BOTTO SIN. m 6 {4 o I6 M(TEMP) p] �- rvV�— —ITS "•.p I® 6. .I 55 m1 q� T.l �- 5:12— �. z •4.12"7 P x 1'-O" •4 m 12' TOP x l'O" •, =�n DN C1 C9 GI WOOD TRUSSES m 24^o.G. 2B-B C1 <._ .> 28.15 2 16 # - r PROGRESS B J _ T-6 I ( ) r r e 5 e = T-1 i— ISSUE DATE:11.1-03 OPE ELOW Z p B PROJECT No.: BOTH END9 -I WOO 11 ER S - T 1 �9 UPLIFT.4628 Ibe. : : DRAWN BY:J.O. DL.LL•2016 Ibe. �.� m B"xB";ONC.W/ 2B-11 - — (/ 2 5 VERT. 3 NAIRPIN9 m ( ) ( LEDGER A � APPROVED BY:D.O. WOOD TRU�5E5 m 24"O.G. m V 7 l G4 10 4— G4 2 l 3 1" 0 — T RTB�I T-1 BOTH ENDS -- J-Q-B- UPLIFT•-999 Ibe. �II ff� UPLIFT--1010 Ibe. " _ _ .� 2TB-I rr. )_ l20 Iba. I DL-LL-534 Ibe. l GI GI �'i fi B-e 3 G1 tit RTB-5 RTB-5 " v 9-aO T-1 CIO �_6 CIO W ^ I BOTH ENDB T—i _ .r _�— UPLIFT•-1088 Iba. J rvO� -B" 22'_9" 18'-1" DL.LL 1336 Ibe. 21'4' ALL 15'-6"'II II u DRAWING D HEREIN CONSTITUTE ORIGINAL L WORK OF I— I K T-1 THE ARCHITECT AND MAY ONLY BE DUPLICATED WITH THEIR WRITTEN CONS 25 .. .. T-1 11 I SEAL- 50TH ENDS •9 --T SECOND FLOOR/LOWER ROOF FRAMINCa PLAN. UPLIFT•-33641be. — — — — DL.LL•11191ba. GT-B I N T•I LEGEND; BOTH ENDS 67-3 WOOD GIRDE BOTH ENDS UPLIFT.-1613 IF,. • I• VERT.,IN BLOCK CELL FILLED W/CONC- UPLIFT•-3364 Ibe. I I ) DL-LL-2433 Ibe. a GROUT(9EE NOTE). OL.LL•MIS Ibe. _ OO NEW CONCRETE COLUMN. r I ( ( w SIGNATURE: INDICATES COLUMN TYPE AID TS ART OF COLUMN AT I I GIO •'Z OSLAB ELEVATION OR TIE BEAM ELEVATION SHOWN. - E REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. G1O I I Q R INDICATES COLUMN TYPE AND€N4 OF COLUMN AT SLAB .. " OELEVATION OR TIE BEAM ELEVATION 54lCLLN E REFER TO COLUMN SCHEDULE FOR REINFORCEMENT$. O„ BOTH ENDS o I SHEET TITLE: 5L UPT�L -5t5 21b..e SECOND FLOOR/LOWER rB(EL..lr-o^) ii ROOF FRAMING PLAN. BOTH ENDS JL- UPLIFT=I111 live. RTB-1 OL.LL•598 Ibe. (( )) SCALE: GGVBRAL-NOTEO I.Far General structural Notes sea 1,^ 5-1. SCALE: 1/4"=11-011 2.For column edYadula see shear s-5 UPLIFT•-6'&[b 3.F'r beam schedule ees sheet 9-a DL.LL•596 Iba. SHEET Noe 96'-D" Dario onzalez, p.e: s 6.E111at m top of slab.10'-B",typlcal"."". Consulting Engineer E ..Marked"A' 2-2"x8"P.T.contlnuove with V2"diameter HAT Klink II belte spaced at 12"on oentar(mimlmum 4 V2" a ambedm:B-: 10352 S.W. 114th Terrace Miami,Florida 33176 S-2 b.Marked"B":2"xb"P.T.conUnuoue wKh 1/1"diameter x 3 I/2"lorg Tap....peced et 6"on center. , c.Marked•G•:2-7-'x6"P.T.oonun„o"e with In"diameter Wilt,Kwlk II boke.epat<d a 2a•on,centu rminlmum 3 la" Tel: (305) 253-8131 a Fax: (305) 234-4370 • embedment in grout filled Yalu. E-mail:dgpe @bellsoulh.net ARCHITECT: Bellin & Pratt architects , LLC FOR INF.SEE BEAM SCHEDULE __26000863 �'-b" IS'•10 I!2" IS'-6 I/1" 18'-9" 6'-8" 285 Sevilla avenue t PROVIDE MIN.J4"EXTERIOR G DE coral gables.florida 33134 II SHEATHING NAILED TO UNDERSI DE tel 305.447.1927 U LIFT•-803 Iba. UPL FT=-803 Iba. OF EXPOSED TRUSSES WITH Sd AILS L.LL•2091be. 10 DL L•-1725 Iba. °6"O/CliYP.) ID fax 305.443.5986 -11121 Marshall Bellin AR-5564 OL'I.L.1193 b.. Glenn H Pratt,AIA,AR-9608 U LIFT= 66 Ibe. GS .. CI .. — C5 rB DL N-L. l89 Ibe... v .. .. — BLOCKED �/q{��'� I4, �III IAP M l E DET IL BOTH ENDS 1 9 l I O II 1 Q K� F--- =fl---11 PROJECT: .m : UPI_ e. " UPLL•LIF dADD 2 5 FOR 8"WIDE ISMS. DL LLFL IH1 Ib 3 5 FOR I2"WIDE BMS. 4 5 COR 16"WIDE BS. RTB-1 L•"IZS13 9 Iba. � G5 II II -I I°; II r II II II II II If�Cg--.l i 5 A RESIDENCE for SOLVEIG SEVEN, L LC.I s I II II II II II II II II II II II II II I II II 6737 SW 77 TER RA CE RADIUS OF AR SEE ITETURAL DWGS • -- ——II----- 11'—II-1— II—— II -- - -�I---�- MIAMI, FL. 33143 �II �II II III �I �II �II �II mll III� mll MII mll mll� mll mll III mll <II all all III pll pll M �, ARcI4ED BEAM SECTION (TYP.) (2) 16d NAILS EACH MEMBER 75 I RO BZLC-.4N, TO j,T, 5 -VALLEY TRUSSES. UPLIFT--638 16e. W/2-166 NAILS(SEE DETAIL) i s 15E DET IL) 2'x4' EDNT. LATERAL WDDD BRgEING DLLLL=507 Ibe. II II II II II II II II II II II / II II it II II �I If II K'41 NAILED TO BOTTOM CHORD MAXIMUM 6'-e' SPACING AND AS REDUIRED BY TRUSS —— —— ———--—— ———— ——.——__—_MANUFACTURER � II I I (REFER TO TRUSS NOTES AND TRUSS 7-n Ib LAYOUT FOR LOCATION) .. - .. .. UPLIFT-,-IOOI Ibe. .. UPLIFT• 9M I UPLIFT•-° 1 II II II II pLLLL=lfIal 11 11 11 II II L•LL II II II II DL.I�.31149111 11 DLL II 42,811 it II II 1 15 BOTH ENDS GT-I PLY) u_ GT-7 di PLY _ u. e. .. _`. "PCCLL--3'�.'�II— -iIHH PC L- -fl— 1 _ _ RTB_I .. DL-LL-SO Z Ibe. .. ..RTB-I.. " ). PC 7 II It 11 11 GT 4 1 T-O'BLOCKED 15 E t IAPpHM(SEE DETAILI_ 4 _I I I � UF IFT -16 S PRE-ENGINEERED WOOD TRUSS DL-LL 2015Ib(OVERLAP D 1be. y UPLIFT.-1558 Ibe. m I 11 11 DL.LL.834 lbe. r I b I 3 BOTTOM CHORD BRACE SPLICE DETAIL [� as RTB-3 I I 1 1 1 r BOTH DS Ibe. N.T.S. B BOTH ENDS �� 1 UPLIFT ITOO Ibe. GGGE py,NGE PRAY NOTES.N_T�S. � .. _. I.For General Structural No—nee eI—t S-T. ., .. RTB_2 . 2.For beam echedule nee eheet 0-4 3.For roof true.comealore ens a ,t 8-4 Z5 4.FOr true.pmmaront braalnq datall eea BOTH NDS detail tN.ehGal. VALLEY TRUSS FASTENED 1S UPLIFT DL•LL 120 1 6e. USP EACH TR USS. NAIL W/88-16d NAILS UPLIFT.-616 tbe. PROGRESS TR DL.LL=5%Ibe. DIVIDED EQUALLY. � 26'-O" 10'-4" 6'-2" ISSUE DATE:11-8-06 64'-4° PROJECT No- 5/8' COX PLYWOOD DRAWN BY:J.G. UPPER ROOF FRAMINCz PLAN. APPROVeDBY:o.c. 1/4" 1'-O" PREFABRICATED WOOD TRUSSES 2 24' O,C. VALLEY SET TRUSS ANCHORING DETAIL C PROVIDE 118" TOP REINF. MINIMUM EDGE SPACING AT DISTANCE FOR l4'a PANEL EDGES PREFABRICATED WOOD TRJSSES 14"ON CENTER SEE ROOF PLAN ALL BEAM ADD 5 ilE6 0 1'O.G. TTOM RE NF. TAPCONS. ALL DRAWING AND WRITTEN MATERIALS 4'X e'CDX PLYWOOD OF 5HE47HMG MIN 19/37"THICK -- - - - - - - MINIMUM EDGE CONSTITUTE ORIGINAL WORK THE -- DISTANCE FOR WOOD MAX SPAN 24" ,� „ HEREIN DUPLICATED D WIH THEIR YWRITTEN " t CONSENT. r' .. .. v .. .a .,. .. 1 I..MIN. SEAL: r PROVIDE 2"x4"BLOCKING o ALL PLYWOOD SEAMS,NAIL TO TRJ55E5 W/2.16d NAILS MASONRY BLOCK AT EA,END. S.. e.. WALL NAIL SEAM w/IOd NAILS. -I SE NOTES FOR SPACING. ADD 25 BOTTOM j• 1 _ 2'x'WOOD FASCIA SEE LATERAL BRACING SEE ROUGH OPENING — TYPICAL WALL 5ECTION NAILED DETAIL ON THIS SHEET. 24 .T.CONifW0116 eUCK!MINIMUM SIZE) SIGNATURE: 111/3.166 NAILS°EACH TRJ55 _ IOd RAIL5 AT PANEL EDGE AND x 1/16"SPACE AT PANEL ENDS 6EE NIOTE W. FOSUPPORT ACIILS.I I-5 VERT.FILL BLOCK WITH GROU T—/ o x 3"TAPCONS SPACED b" R BLOCKED DIAGRAF"I DETAIL SHEET TITLE: E D FROM EACH COFNER AND THE REST°8"cua.MAX. UPPER ROOF FRAMING 4 O AI L SEE PLAN FOR EXTENT OF BLOCKED DIAPHRAGM. - PLAN- 7.NAIL SHEATHING W/IOD NAILS°6"O/C AT DIAPHRAGM � - BOIINDARIES AND°6"O/C AT OTHER PANEL EDGES. 3.NIJAILsMHESTHWt WAX NAITO3„2F��ATDIAPHR�ATDTHER E TYP, DROPPED BEAM OVER OPNG. DETAIL F UJOOD BUCK TO CONC. BLOCK CONN. CTYPJ SCALE: PANEL EDGES. N.TS. N.T.S. SCALE: 1/411=1_mil Dario Gonzalez, p.e. SHEET Ne.: Consulting Engineer 10352 S.W. 114th Terrace Miami, Florida 33176 - [ Tel: (305) 253-8131 •Fax: (305)234-4370 S-3 E E-mail: dgpe®bellsouth.net d BE1AM.SCHEDULIE-Comm,;No. 200.6-125(Solveiq Seven, LLC Residence) 8 % t; o REINFORCING STIRRUPS COK ,.. -.125(Solveig)Seven,'LLC) . 26-12 ROOF TRUSS CONNECTORS- NO'.7006- ,MARK,. TOP OP SIZE ,601`1-OM TOP -C" Slze 5panng each:end .REMARS ?10=8' 8 x 9 2#.6' 2 7f:`6.--- -'No.3 @:12"u%O;thlo0gh'out - ,Arched beam:'(.de¢archite`tturfll _ Bellin & Pratt BEAM Mniinum' Idrewegs).$ee arch detail,for - MAi�)UF;$ LOAd)S 6,'ONNECLION 11EMARK_5 architects , LLC ed'diHonol.reinforoing:, MARK PRODUCT RTB-1 20'-2" 8 x.12.' 2.#5 2#5 TJo„3 4 @ 12 e,4 at oar+lers, Drop bottom of beam'over CObl fie'+Ll..'. •DL+�yL ALLOW! NAILb bIST12IBOTE 3 - balance @.,4B o/c. : RTB-2 20'.-2'' $ x 12” 2,#>5 2#5'. No,3 4 e 12'64 at corners;, Dro bottom'of beam:at`arched openirgs:a.add:2#5• 85 p FASTENER:$' .Minimum, bnlanse'@,48 o/c opemirgs omE�d2#9,. r Add•2#5 at; d"'ths.: AA260008 28-13 :t10'=8" 8".x 24" I'2 Tt.:6 2�9 6: No,:3 e 10"olc:through out '+ Arched beam see�orchitecivrnF 1 IENGINEEREti 3.45lCIPS�.--2 92 KIPFU� 8:6::KIPS --_�-�--�� � �- -�� --� -SEE:DETATi."A"THIS SHEEP. See—hed detail for additional 9 CONNECTbR Coral gables avenue ..33134 Minimum dcdwi s).Set drehBeMil for _ ,.. .. __ _ ..-.,.._.. 'rt'nfor'p - ENGINEER D. 41i KIP$-'--2ib3!'KTP5 -6%"/KYPS SEE-DETAIL"A"THIS"SHEET - tel 305,447,1927 RT8=3 +20'2!' :8".x 30" 2#:b' 2#'b No-3 X10"olc through put •. 'Goordinatr beam;depth with additional,reinforcing: .CONNECI:bii cnerdi,are bottom of beam with;: 1.381( 5: 2 6DIkIPS 14=1DD". =56D'Tfl EACH ST RAP Aid6 6 PCA,NO;io4'o510.o3 fax 305.443.5986 See .wmdow,manufacturer, 3 NU-VUE 1`iD KIPS Remarks + Add 2#5 alontinuoos'ct wild- l"ozi mgmnfdtturer .� :NVHTA-12fi � 6 SO,b X,i' 300*X 1}"T0�5EAT.PLATE, EXPTRESi�Dtc"23,2009 2B-.14 .+10s-;$" 8"x'20" 2#'6 9#6 Nq 3 -B'"a/i through,apt' 4 NU-VUE 0.84 KIPS:-1::56 KIPS �2.WCAZIPS 14=106 7=10070 EACH STRAP AND'6- PCA N0,'44=0510.03 depth. Marshall Bellin AR 5564 • NVH7"A=�f2H 6-100,%:f'}" 306°)(d}"'70 SEAF�PLATE.: EXPIRES'•!Dec 23,'2009 RTB-A. M20}=2" 8",X 12 2#'5 2'#5' No...3 4•@ 12"q7o at xornei!s, Dro bottom of becm.moor ,.......;,. _. . _. ....... ... .. ,..: ... 9 28-15 +10-8 8'x'20 2#`6 2#-7 3 ,. " 7c h outi c 5 NU VUE 2:02 KIPS 2"sD:KIPS 14 100 7-100 t0 EACH'STRAP AND 6° PCA N0,;04'-0510:03 Glenn H Pratt,AIA,AR-9608 bclanite.@ 48"o✓c: opening and add 2#5..See: 6 - - • .. Nq„,_ @$ d.-.thr•ouq-.. .. Exfand Y,a :ra:hfor mg to and of., KIP$ { Eetail: __ 26-16 and hook. _.,_ NVHTA-2H S-YOb:x t Ab-'X>S "�T0:5EAT'PLATE: EXPIRES::Dec:23;100 . .�:•.6' ".....a ,. _ .... 26'-16 +10.-$ -$"-ii 20`'- 3#°(r'.... Fr.. ... _......... .. .. .... $ NU=TOE '1':80:KIPS ,,Li8-KIPS-:-.2.$O,.KIPS •14-301 q 7-1'00 TO XACH'STRAP AND-6u PCA`N0.04 05W.'03 - RTB-5 ±:10'-8 8 x 12. :2#'5 2-ik 5 No..3 4'@ 12 o/e ot;corners, --. .. -. om, :No,3 @a9"oJc tAroughi out- • - ba'lante @46"o/t 26115. 'NVHTA'-1'2H 810D xit 'SODiX:1 .YO SEAT'PJJITE.. EXPTRESs'.DcCr " -- - --- -:•• - "' -� - T NU-.VUE' 1,82:KIPS =1 47:KIPS: _"2;6Q'TCIPS -1410D•+ 7.-10DT0'EACH'57RAP iSND 6= PCA;NO.'04-0510:03 ._. - H •• .. ,. :. ZB-Sj +10--8"- - $ x 82, 2:#6 -L#6, )3q.3 .,@:50' a/t.- h u t- •--Add 4#5 at:173 de-tAS. RTB-6 xi4l--8, 8-x 12: :2#r5. 2#5 IJ_0..3 4 @ 12 R%1:at.aorner`s,. ,Dro p bottom of b¢ofn ut;orched - ---- - --- ---'?h!'Pl9 ... '.--:--- ..'-.P : NVHTA=i2H 6-IOD x:I{ 1OD4>T{"TO SEAT"PLATE. E)CP,IRES:Dec:23;:2009 Minimum balance,@ 4$"o%t -Scd ngs.cnd etc*41d:295,. `• Coard'mcta bottom.of beam wilb�. S .=2:60XIPS 14-10D'« 7,•1`OD TO:EACH STRAP AND t= PCA,,NO.04=:051'0:03 A RESIDENCE for NU VUE 1 1`31KIF5� 1 Ol'KIPS • 5ee,'artkeddetailforadditioncl 'doormnnufacYUner. .'NVHTA i•2H 6'lob-xi 10bi%ii TO SEAT"PLATE: EXPIRE5s Dec 23;2009 SOLVEIG SEVEN, LLC. reinforce 9 NUVU6 170:KIPS-,1:28.KIPS'-,2f60;*IPS •14--SODv 7lOD T,O EACH!STRAP AND°6- PCA NO.:04,0514.;03 RTB=,3 «10•_8" 8'•x:12„ 2#'.5 2:11:5 No--3 4 :12"•o%t at-corners ._,.....-._ _. ..... _: ... - - CE _.....__, __.._ _........... .._,._-._.. _....... 1Db-x1# 3OD;X>i{'Y0.51AYPLATE'. EXPIRE5:.Dec:23:3009 6737 SW 77 TERRA Minimum balance€r48"o/c - NVHTA 12H 6 I - IO NU VUE' 0:21:KIPS�p0i81'KTPS. :=2i08:1KIPS 40­ ARCHITECT: cotuAN'-scWtbuLt- comm. FdOTING SCHEDULE---C-omm, No.. 2006'-1'2 Bellin & Pratt T Mize Mark Size Pwrf6ltir Zeharks a r c h it e C Is LLC I t0ncrdtO 6"X 12' .4#5eJi'rl7 AA26000863 _-q4 - 4-6.x ;12 I A-40'4*5 fop X 3,- 4 4oKci!6fd 13"x'14" 4 4 6 Y"tkol A'.#•3 with hooks at pprtp 285 sevilla avenue ------ coral gables.florid a.33134 3 0oncrefe! 9`x 20" 446 vertical F4'242 )c 12 • #0 x 0!1!Veach way bottom; tel 305.447.1927 4 Corfcr - i Wx�241 60 6-ve fi -9/c Add#3 hairpins.(9.81'q/c+a r8j636 T-W 4 'V.adh yyoy 66�i f,g fax 305.443-5986 P. an, interior GONG.SLAB(SEE PLAN -, M'CONC.OLA (SEE PLAN SCHED.) Marshall Berlin AR-5564* es qt,8" FOR REINF-) 6 #3'tJes,qt:8"o/c. Sete detail, boffam qo0fik usq - -0' Glenn H Pratt,AIA,AR-9608 W-24 �24'W[dT;,:K M,," #5 _ngll#4. 05 7 Masonry 24"'x 24� 1 4%5-af each,corner in cell filled • Add:19.3,h.riz—tall truss WF-16 I&I Wide x 12� 2'#'5 bottom continuous, PROJECT: SLAB(SEE PLAN CURVED CANTILEVER SLAB • rein 7"lically FOR RENF) BEYOND(SEE PLAN) 're f'­inge MIN.80'.S"CONC.CAP III CONC,BEAM 25-10 A RESIDENCE for CONC.BEAM 213-6 BEYOND(SEE PLAN) 6� Masonry 42"x 3g�: I#��'5 at edi corner hl?� V Mle4 Add q_'1)�6ori;9pn�aI.t_russ 2•5 CONT.(TYP.UONJ BEYOND(-SEE PLAN) wj*.giruut. reinforcing EL 10 SOLVEIG SEVEN, LLC. W ve�,ticully V46: .t,,w x fb�bcovit.. i*6 faii 66ttaill.cbiiti6uoITd! 0 lnfe'lock' TO;. masonry;. 6737 SW 77 TERRACE rdii�continfjo6s 7hick&0,d,6d§e of�sldi, HS5 COL@ '14 (SEE PLAN 5C 0 .,Steel ..5s Saseplat. miniham 4"em6&"int of EDJ ADD)�'STIFFNER.45' MIAMI, FL.33143 '3t," 3+1W1 Hilfi Kwik,:[I Bolls 'footing-belt into'footing- C BEAM C.BEA 20-10 CENTERED IN CAP PLATE Ccp.Plafe:TJN7}X5A8"•wl2' jkk' Fy=48 ksi. /SEE PLAN I 5CHED.) "LOAD ElevotI top c�fjfaotin to: $feql HSS, Vs 8"LOAD EARING BLOCK Minimum 4�,'j"em*dIrchtof J)ALL(SEE PLAN FOR COL.CENTER t�� !��It�'. REINFJ bolt into,boting, 2. Provide bent barO at corner&,SeertyplcafIdletail, FACE OF BEAM Fy 451131. BEYOND 2V'Neison,'heoded studs ' SECTION 2-e"xl0"SHOWN COLUMN MARKED Cl CZ G3 COLUMN MARKED G4 COLUMN MARKED GS L 12,_S. TO FOR CLARITY 4 BARS o BARS S BARS E E I a] E 67D_W.SEEN AM ENCASE BEAM TOP REINF. IN—�__WITHIN ❑ SEAM TIE AD EA ING MASONRY PIE a 15"D IAN.BOLTS 12'O/C STL.COL GROUP 50LID- LO Eil a] PREMANUI=,U000 TRUSSES BOLTS 24"O/C BOTTOM PLATE) 11,"DAM 714RJ BOLTS J,2 Vx'"xV`FACE PLATE W/4.5" COLUMN MARKED G6 COLUMN MARKED C;_I COLUMN MARKED CS %"EXT.GRAVE PLYWOOD DI M.HILTi KLUIK 11 BOLTS ro BARS TREATING NAILED TO FRONT 51D (SAGAGr) 4 BARS 4 BARS SEAM BOTT.FREINF. TRUSSES W/Sd NAILS O/C EA.WAY(TYP.) �SECTION A 30 T Y. COLUMN DETAILS ADD 3.3 TIES SPLICE BARS SAME SIZE NUM5 R AS VERTIPEINF.E ROOF TIE BEAM(SEE PLAN PROGRESS B"LOAD BEARING BLOCK ISSUE DATE:11-8-06 WALL(SEE PLAN FOR REINF.) PROJECT No- PRECAST LINTEL e6rE PLAN DRAWN BY:J.G. SCHFOJ APPROVED BY:B.S. INTERIM,BEAM 51 BEAM TIE C BEAM TOP RE[Nr. -EA 166 fOF 0FNr 1J1 BOTTQM L REINF.EA SIDE OF OPENING BEAM SOTT.REINF. I (BEE PLAN) r 3.TY-P. CONT. .RT.W/&I DIAM. CAP PLATE VV.15"x%'6TL.PLATE S"TAPCONS v 12"O/C ADD 3-3 TIES PREMANUF WOOD TRUSSES xM NELSON HEADED STUD )'." " MIN,0".B"CAP W/2•S -k CONT. ALL DRAWING AND WRITTEN MATERIALS HEREIN CONSTITUTE ORIGINAL WORKOF THE ARCHITECT AND MAY ONLY BE BOTT.Or DUPLICATED WITH THEIR WRITTEN CONC.SEAM CONSENT. X CONC.COLUMN. SEAL- -TIES PER COL" TO SCHEDULE. '5 LEDGER'C"(SEE PLAN) SPLICE BARS R.SAME SIZE AND NUMBER AS Y4' ROUGHEN SU RFACE TO COL.REfNF. AMPLITUDE 4 APPLY 1/2'PRE-MOLDED BONDING 4NGrNT 614OF 0 f EXP.JOINT SLAB(Sk� M"CONG.SLAB(SEE PLAN TOP 0, WELD FOR RE NF.) a% SIGNT URE DASHED FOR CLARITY) A ;: TOP Or FOOTING _M_ X 91 FIRST TIE rooTlt-w.. LEDGER"A"(SEE PLAN LE SHEET TITLE: COLUMN V'DIA.HOLE FOR TOP�I DIA.WILTI-KWIK BOLT 11 -.LIOOTIWI COLUMN,FOOTING SCHEC., (TYR) COL S(SEE PLAN Sae BASE PLATE SCL;ED.) SECTION 4 DETAILS 314"STL.PLATE sc! Ly' SCALE: SECTION SCALE: 5TEEL COLUMN DETAIL 5/4"=1'-0" Dario Gonzalez, p.e. SHEET Ho- TYFIGAL FOOT ING/GCLUMN/5EAM DETAIL Consulting Engineer 10352 S.W. 114th Terrace Miami, Florida 3317� � 07 TO_­- Tel: (305)253-8131 •Fax: (305) 234-4370 S-5 FE E-mail: dgpc@bellsouth.net ARCHITECT: Bellin & Pratt architects , LLC AA26000863 285 Sevilla avenue coral gables.florida.33134 tel 305.447.1927 fax 305.443.5986 Marshall Bellin AR-5564 Glenn H Pratt,AIA,AR-9608 PROJECT: 2"x8"CONT.P.T.LEDGER STL.COL.BEYOND.ENCASE STL.COL. W1 Y-DIAM.WILTI KWIK II - IN 8x16 CONC.SLAB COLUMN REINF.W/ BOLT m 24"01G 4•5 VERT.AND'3 TIES m8"04. A RESIDENCE for CRICKET(SEE PLAN) SEE ARCH.DJKS P�FRA,LNGWAL SOLVEIG SEVEN, LLC. 2"x6"m24"O/C TOE NAIL Z".5",' 8'ke"CONC.CAP W/2•5 CONT. 6737 SW 77 TERRACE TO TRUSS 4 LEDGER FACE OF WALL i2 12• _ e"MASONRY WALL UP•5a24"O/C BEYOND MIAMI, FL. 33143 - _ UPTURNED CONC.BEAM 25-9 5. 16EE PLAN a 5CWED.) T"GONG.SLAB ROJGEN SLAB TO Y4"AMPLITUDE (6EE PLAN) 8" 5 EQUAL TREADS m II".4'-7 4'-3' e" 6"CONC.BLAB(SEE PLAN FOR REINF.) E T TDB. �i� O'-'i 112"(HIGH Pi) I ROOF TIE BEAM(BEE PLAN TD S. 15CWED.) ROOF TPoJSSES m 24"O/C DONC.BEAM 2B-I5 �\ \ -- e"LOAD BEARING BLOCK (SEE 6CWEDJ _ WALL(-SEE PLAN FOR REINF.) - TIE BEAM(SEE PLAN 45CH - - _ 15CWED.) B"LOAD BEARING BLOCK _ WALL(SEE PLAN FOR REINF.) - SEE ARCH. G DUS - - •4 m 12"TEMP {~�PRECAST LINTEL(SEE PLAID _ PLAN A T LINTEL(SEE •5 m b BOTTOM \ _ SGCA T PLAN�6G LINTEL SEE ARCH.DWGS BOTTOM OF OW'G SEE AROt DM5 O BOTTOM OF OFN'G - r MM.8"x12"TB W/2•5 = - TOP BOTTOM AND T •3t) R"O/C E REINF.EA 6IDE OF OPENING - - 16EE PLAN) MIN,B"x 8"WMDOW BILL W/2 •S CONT.(TTP.) REINF EA SIDE OF OPN'G m 6G EA. LANDING TOP /•S SEE PLAN) ��°TT°" = PROGRESS OPEN - ISSUE DATE:11-8-06 FADE OF WALL - CONT.Y."EXP.Jt. I BEYOND •4 m II"TEMP PROJECT No.: •5 m 6"BOTTOM 4"CGNC.SLAB 4"CONC.SLAB(SEE (SEE PLAN FOR REINF.) ( - APPROVED BY:D.O. 8"xB"THICKENED EDGE W/ _ _ = I•5 GOVT(TYPJ •S m 6"TOP PLAN FOR REINF.) - - Q 0 _ = I 4"CONC.SLAB(SEE PLaV1 EL•O-O' S. _ — tt _ E. TDA m •`— - EL-0'-6"TD.S. 3'4 WORIZ = vAPORBARRiER �- - "_ (�— EL L-I-d TA9. SECTION EL 44"TOA 7 U.F-16(BEE PLAN I SGNEDJ '- 1•5 TOP(4-11 LONGER TFIAN OPN'G) ILF-16(SEE PLAN 4 SCIJEO.) ALL DRAWING AND WRITTEN MATERIALS HEREIN CONSTITUTE ORIGINAL WORK OF I GJECT�ON THE ARCHITECT AND MAY ONLY BE SECTION DUPLICATED CONS T. WRITTEN SEAL.' i SIONATURE: A i E !y SECTIONS 5 SCALE: SCALE: 3/4"-V-0" Dario Gonzalez, p.e. SHEET Nw Consulting Engineer 10352 S.W. 114th Terrace Miami, Florida 33176 Tel: (305) 253-8131 - Fax: (305) 234-4370 S-6 E-mail: dgpe®bellsouth.net ARCHITECT: Bellin & Pratt architects , LLC GENERAL STRUCTURAL NOTES anchor,as specified.Lead sF(efds•are rat a6ceptable:Expdhsian boltspr cherriiteladheslye anchors a) Vert'ical.re nforcing'tach;Side rof opening,.if required,sndll be'b"tindous to the'tie been,Pre.- AA26000863 Cortiml,sfon:No.2006=1'25 shoil NOT b¢suasti.tntes fdF'spec fled embedded anchor bolls.:without'%e Engineer's opprovnl, cast:lintels,1#used athead oaf apeeings,shah lidde openings at wch end to allow ftir Jamb YY.. 5omples far'strength test shell be as follows:Obta:n•and mold three(3)speciMensfor:encti 50 cubic reinforcing to onfinue ur¢nYerrupfed, - 285 Sevilla avenue 11 Uolossntherwise noted(uen.,)on Plms'•or in the Specif',cafions,the following eneral:5fructurol Motes yards:br fradion thereof bleach doss of concrete placed each day or as directed by the♦ngineer,.; 7. Grout shall;lx,a plastic mix laving a maximum slump of gables..flOFlda.33134 shall apply to this Project. 9 12. Immediately-diter completion of placement and finishing„cure concrete:contmuoUsly'far minimum,'7 8:, Grouting sh'oli;bra continuous.operotion in liffssnot excaed"ng 4':0"and a:moximurn pour 12`-0'„ coral Q b 2. 5tructural•drawings shall:be worked together.with Archi)e cturai,.'HVACMechunical,undElectrical days byponding,orcontlnuous•sprmklingorapplicationofotheracc eptablemoisture retaining:covering :9: Cleminit openings shall'be provided at the'bottom,of:grouted tells of each lift.aver4'-0"high,. tel 305.447.1927 drawing.,;-All discr:eppnc"¢s shell be tiroughf to:fhe a4fenfign of-ihe•Arch'itec+/.Engineer before subJec;r to fhe;approval of f}i'e Engineer. 0-nouts shall be'sealed after cleaning..rail:inspect;04kid before grouting: faX 305.443.5986 proc¢eding with Work.. 1D: Masonry coinph+tiiva,stmngth f'„=1500 psi. 3:. If any errors torahs}iansapl a r:on the Plans,Specifications-or other documents;,the Contractor shall, REINFORCING STEEL, ' oflfy the.Engv xran w frog of such omissions oT errors prier t rproceeding with any walk;which STRUCTURAL C UR_A_b AND S_T..E.E_L : appebr3 n quesflon.'Ira the event of the Contract s,failure`to g vest+di;notice',he sFiall ale held .1. 5 4myt sh p dldw,ngs(fa �iitfer-ng'steel for Engineer"s r¢v w prjoF to fdbritdtwd., _ Marshall e In responsible for the resultsef any such-errors,o omi35ions and the cost.of rectifying;the same. 2. To.6e.domestic;new baletsteel conforming to the.latest•A.S.T.M.A615.94,Specifications for 1. Submit Shop drawings;m d calculations for Eng neer'sir,evlew prior to fabricaffon..The submittal.shall Glenn H Pratt,AIA,AR 9608 9. Alf i i "' - ' - 4efor,:med rand PlainBillet•,5tee1',Bars for C6nal»efe Reinfoncemenl,6radeLO s ecifien'nans,{abriaated include the ro'ct Identi:."„fit¢iondin:and desk n.cr„iteria;framing plan and.eonnectlon,dataiis;8ist d mens ons and a ditims shpl[b.verified in the field by the cantraetar:before.proceeding with „. P - ,.p.,.JS 'N 9. .. 9 :work. - i6 accordance With ManUhl ofStmdoird practice of the CR:S.I,grid placed eh.acd&'ddiice with,A,c.i,315 tjte designcriterla and?loading:Soetrfydl member Sizes,bracing:anchorage„connections„member PROJECT: ` 5i Do.'naf:ionce.(any work until:Engineer and Building be etmet.Ins-eatara'Qi"rove insQ ectan ofwoek ad A4.I•Marualaf Sterci-APacfice. locotiorul=d other necessary temporary and,permanent•ftbr wafioread eratftn information., 3. Welded imfpbric.shall conform RO AST,M A:185-97,,5fandard Spe-c'rficaflon foe$Duel Weki.d`Wirt- 2: All structural steel to be domestic A;S.T:M.,A572.946;�Speaficahan fo High 5Y Zngth Low•A•Yloy STRUCTURAL DESIGN CRITERiA.: R¢Idfarcement Fdt;nic PMi`n,for Concrete Reihfercement, Structural 5teel;(FY50 ksi),deslgn'ed in:aecar4ance:with the latest A,1,5-.4."Specification far the., A RESIDENCE for 4. Column and•wdll re n#orcemenY:dalvels to besdmeYsat:arid numberasverticals above.L p:'34r-libi besign Fabrication and En¢etion di Stiruciu,M Steel'for Buildings".and A.A3:5.C.Codeof fitmildir8. SEVEN, LL 1. All referenced codes andispecfficationsshoil:be latest edition at 4ime,of permit. diameter minimum c018",whichever is Pc fide rigid tempkis for dowel locafiion,Provide :Practice,. Z: Th -:'the - i ---- standard hooks far all vertical narr'cantinaroas:rerr,for eat tool unless atherw'r t_. 8. Ail i -`- -'i.f - o- - ]7 :A3b A3fi 94 $ecifl'ahori:for(.d b n-9tivcturai 6737 e.design complies w,1h the requirements of the Florida Bwldrrg Code'(2064 edition). .:- ;_. o?m • '(? - -. se ne ed_ m stellaneoos slee..d be d„mesh A 5-,JA_ ./ dA ,,p_ W 77 TERRACE 3. Wind 1"`crrterva as er - -- - - 5. .Eoncrett beam sizes Shawn an:badmschedule are nimimufi dna may lair incrrased(8"-.maxrmuiT)as 53ee1,.(F-3.5 Ksj,•deIDi -d in.accor.'dance,viith ibe lat¢3t A.I:S.C.'!Spe"f,"mthon for the be3ign, a6d. Oft,A5CE7 02,Minimum Deslg»fonds for§wldmgs and Other Structuires. .. Y 9n¢ .. -a) Basic:wind-velocity:1•46:mlles per hou, required foranchitectural:details or to.¢it block coursing: Fabrication and Erect n f Structural Steel:for Buildings"and the.AS S.C.Cade of Standard.Practice-. MIAMI, FL. 33143 b), :E,Bo'sure Category C- 6 All.dowels for,aaliurnsand .It.4.be 1. secured in pasifion prior to concreting,brining;or pushing the 4: Steel tubes'ta be domestc steel pnfarining t A 5 T,fiA.:A50a 6nad¢�$(Fy=46'ksij, ,c) Building Gategary II., .newels Iiotapds,tion in wet:conarere is'not:permitted. 5l. High strength 661tsto be ASTA A32`5=94,SP¢a'ficatims for-St'ruttural Bolts.,double hot-dipped d): Import---Factor 1.0 7. .Concrete cover to reinforcing steel,anless:oiherwise detailecton Plans: gniva 1-d,_unless o1he Wise specified:Provide matching high simig9th nutsend washers e) Internal Pressur Coefficient,GY,r-t,0.16 ° 9 ! r, g p4 i g'o psi 31' 6, All structural sfpcl,tubing,cu?chors and,anah or 6 Its,shall be daublo loot-dip gnlyoniaed af`te'r. _ ) FoaYln S ntlwdrn In w f) Dtrectwnaf ty'fddtor Kd='1.0,typical unless,atheflwlse noted. b); Cblumns,i} to ties .fabmcaY,on;h accordahce with ASTM A123.,.Z,nc Hot-dip.Gaivani ztd)Goetings on lronand.Steel 4. :Gravity loads:See Piansfor additional:loading information a) :B ms:.1t" products a} Floors: d) Wall.: 7, Al6Ga recti,ons, pJl be as shown and indicated on Plans: I) Lire load=4b pit 1) Exterior face exposed to:.weather..I}".. 8. 50fce Mcatrbns,.arher'ffian shown an'Plans,'ta Be reviewed by Eng"'ineer. 'ii). Dead.load=25 psR it) In+ecior-face:." :9: Steel beams bearing on,malls to have aqg�onckors nnd�r bearing-s"feel phteg es shown ont{ie-Plans. bj Roof; e) Inter'or structural 4abs::374" .f0: Ail welding to be accordance-with A.WiS,t nYest"Stractural Weiding,Cade=-,Steel (A:N:SSJ,A.W.& :i .Live load=30 psf f} Exposed structural ilobs� D1.1)a d pe forfded by cent fired w Iders'till tketrode's,.shall be:E7Q18 fi) Dead Mad,:°'25 psf 'i) Tbpre nforc"ng.lt. if Rustproof off field welds am!.sti round ng,areaw,th two(9)coats df zinc based.point. .c) 'Stai Fs,.corridorsand path'ofegress=40 psf it) ofiom r f dr .1' } g' '12. Shop coatall'atrv+aturol steel withRustoleum 769 red r.or oved'e unl: Y) $ldbs oh i;Ndt 2 measu'r'ed,from tapof slab. FOUNDATIONS; 8: .Minimum l air spdcirg betwptn re of cing,obrs'(dtt bard meter): 'STRUCTURAL SNOOD:: :d) Beamvldn.'but not I..than 1-inch. 1 Spread;Footings:(5hop drawings for ca aaete':ond reinferaementrequired);, b}, Colum s 1:TS.db but at 12ssYhan'1-inch: 1, SubmlYfor Enginetr'4review shop drawl ings and takuja1ians beat'ing,f1h .9nature;and imptdssed seal re .. : ,4j .AII__m rcin aced::that is t.. ..t.. " - - - 2: ;Par VlsuaLdbservat"on of s,e,foundatwnsaca;des,gned Y.d�beor an wellrcampact¢d bmecoak'filllwth an' �) r fo g p1 a doe. no rnmp y with.the minimum Clear spacing spec f"¢d!in"a"and ,af ih Flonid'a.Rej sY`red Engineer who prepared sold drawings.The Sulam%tid(stfa{i indddn:the.project ,aflowabl¢.bearing capacity of?000 psf:'NotifrEngireer of any discrepancylr,soil bearing capacity 'b:above,will berejected., identity,the loodiry-al design rit-w,framing plain and n ediondetails;4ist the design criteria one before proceeling.wlth the work, 9.. ¢lab,.beam an4tvali rem#orceteent shnn;be lapped atrimimum of AO,bar diameters'foe tensbn.30(linp I;wding.•Speci:fy all memberszes bracing,anchorage,connec'tians,Crags locatjans-and th_ :necessary ..; ., .. - l, - _.-. _.., - - •. .. -..- .- dameters or cam"ressien but nevtr^less than IB iiMiahever's.tea- otf6m b'rs i Led'only,at 3'. At the nme•of tonslrucnon,aJaensed Arehitect:od,ne§"stared Praf¢ss;dBal Engineer-shall submiPia. -i f ., ..p. ,; ,... _ .g. Tar.B.. a sip y •tempo eryandp'ermabeTit'fd5rica+on aiii7.er;ea fort irifori5fatw - - - .supports,top?bars splwed.only of mid-span AII top.bart=hooked of•non-continuoussedges(L:o.n).All 2' St ruatural•woods'holl conform-to rules'of the manufacturer'srassociation undcr:whose rulerthe lumber �dte Building Afficiaf a lett¢r attesting ihatttitsit¢has;been.abserved(and the foundation conditions aresiini,far to those cunt h the design is based. hooks o be standard,90 degraeyor i8Q degree,hooks as required(un;n;);.. is:produced(See'5peaif'catiii 4; At.ohtihU6Us,foating's,ppoy"de minimum r2-feeth6oksaY:cacnens;tai m'aYCh 411 hdri2ontdl bans'not 10. Re,nfor ement splices: .: StrrlcturaVwdo,a shall b.1 61ri 4hied,weilseasoned and:grade.marked at:mill:, detailed with ataacked end. aj Splices in walls and beams,must be:staggered.a clear distance at least 24.-ihckes.as A­on A. Structural''woodi Shall be:No:B 5outhern:Pine:. 51. 'Top of wall footings to be at same:elevation as.topof,cofumn to ofings..Wulff f„ t,ng;reintarcement'to .Plans. 15, All structural wood to be surfaced 4 sides(S-4-S)witha,ln nimum,fiber sfress=inbending;of 1200:,psih rurKontirtuous'throigh`_lumn foot'ng.5tep:wall:footing from h7gfier i:olumn'fbati'ng:io:lower one;. b). :$p(ices ihcWn on hol`ontol cross,seetiofis of,c6nc±eete,wal}5 must be 3lcggereii a eteat:dittahce and amaxtnium?"ai5tum c.h1ent cf 19°/,. .. _ _ :. 6.. Alltap:of foo hnys,ta.be minimum V-4"below th¢:bottom;af.'.doncrete skb on grade or minimum:l'-01• of least 24'inthes and shall be as shzen oh Yhe;pluns; 6, All lurgber and ptywobd mfcanfdctw tF io Crete,slnkc.b,masd e)r-Ae othe:tort'ent t ous maYerMl;shall - belot4 final grade,:whicheeP is:biter Typical 1'1- The:Gontractar:shall:inform;the r¢infoeaingbar attaner of hispropose8 clbar supportmethodand be pressure treated. ',Unless dihe'rlvisenaied do P'lari"s. .. _ - .construction sequences.All support ifetns;and splices Teyu red shalTbe sadetailea end provided, 7q Store alt lUmberaboye grade or floor;:$tack tovifow.proper.a :circulation and-protect:from wetting, TERMITE PROTECTION: '12. Bar lengths shown on Plan.db:iiaf nclude ifie Hook lehg-th.This length is shown td indicate"tb'the with-tale coven::. :Contractor the closestaccuracyin bcrtengtheidpki 1.go fi'same.If:ir+h¢responsilidity.mf the 8: :Qrefob.rated w66d trusses: L Contractor to provide atertificate of:complionce from a licensed Pest cont-l-inpary.stating:'The Cohtrattar to determine the iengih as required bq acioal field conditions and fo furnish fhe'f rrd(bar !d) All wood trusses,shall be design•and'fabricated,waccordance,wjih the:'"Natlmol Design ' otehas iace d Yailin an the c`cre ondin"sh" rawin s:Can -r" al r'n oil -- -'( t S eafica4ions Foci 5teess,Cm ode Luin erAfid`ISS:Fadtenere"b:'NFkA'datesf.edtto):, rved a:aompiete ireatment for the,prevention of sub..terroneon termites,.treatments in e g o sip g, op d g tmcta sh I b g,a dfscr•epahc es o the ottentrod. p .. .. ._.....b .. .y (.... .) acaordance-with the rules and Idws.EstoBllsAtd byA+i.Florida Deportment of-Agricultu mdnd Coniumen of the Engineer. b) AII wood teuss¢s::shalt be designed far the supertmposed Ibads giveh ad Plan plus Witigh:t a:f raft.. Services'. truss.:Wood trusses:shall I..be designed to:resist given uplift loads..Design stresses maybe LINTELS.:; iincreosed 33 1/3q.'for wind design:only:. SLAB$ON GkAbt: :c) F ,oIfprefdbricated wood trusses,subYmt shop:draknngs%and:colculationesigned:uhd seate8.6y a 4- Shcpdraw ngs for re nfarcing required:; Florida Reg stered.Engineer for Engineer s:review prior to fabrication.The submittal shall 2: Submi:f?sha drawtn s:fAr.-conerete cad reinforeem¢nt air En ln¢¢r's rova riot"to.cnnstruelion: .`t• Uhl e'sototheawrse noted an:Pluns,ahe Cwnthaato shdlf.;provi`de Gast Grate approved pr,¢casf Inc is at ndud',;fh¢pr,jecYidenf ty,.the loading and,design cr t¢,rra„Russ;detail and t uss framing pt, PROGRESS ,3:, Alicancrete¢iahs 6n grade sh'aIl$e 4-inches(hick:m"nimurri bad.reinforced With 6x6--LV1.4x?N1.4 the heads:f'a IL openings in masonry-walls;ihr accordance-with,the beom•sihedule: sheets shall,dentify.eaeh truss,cad list*6 desigrra"terra andload g..'Speaify aIlniem6cr welded wire fabric:Ail concrete slabs on grade Lobe in accordance with'!Guide:for Conarete Floor end 3 Alfet^atwely to the precast lintel_p._red;f n place beam maybe uss:,d._;5uch,beam,ashah be minimum's' s zei,bracing.anchorcge,connections truss locations and other recessary temporary.and DATE:f 1 08 51ob1Constru ti r:'(ACI 302.11Z).. x.12"and reinforced with 2#5 Top,2#5 b6ttom and 443 itm ups dt'4" /tat eaiti,and°anal iz hihee at permanent fabricofion and erection Jnformation..Each drawing�shall bear the signature and PROJECT No- 12`-role:. impressed seel'bfthe Florida Registered eirgrreer who prepared the drawin s 4. Tamti shall b provided ih alt slabi on grade wtyere5 d`catea.an Plans;,Go„struction.joinis other than 9'� DRAWN BY:J.G. those,s6awn.on.the plans shall be:sui6 pected to the Enginear's approval. 4, For spans greater than 8 ifeetclr,-,see Plans and b,eptn schedul¢far s1ruG?ural'.beams. .d) T2usse6;shall bei erected with aut-.of•plumb and out-d-plane tblerohoesas,recommended by-the APPROVED BY:D.G. 5':: 'Concrete slabs shall'be sl'o ed as shown on the Pions,Tapping over concrete slab to atltafn reified '5. "L tel may be integcpl with the btam when head of"t"h:e opening"is ifi"or less below.dontinuetypitaC Truss;Plat¢I sfifufe.Aryjrus."ct. .xGaedi,ng.the.specified tolerances shall bi imaligngd slope's is:ioY allowed: botioia bars Through acrd add..2#5 bottofa boric at ilrbp'-.•Add 12#3 sfirrups as 6"?b/.c.each.endand +replaced bolonce of 12"over drop.Minimum bearing forall lintels 8"each-side,.or provide,dowels and pocketsin ;e) Insidlla:tion B'f:ti!u55es longtr':thart 35-ft:6nd%br high r thdn:6:-ft skdll duly:lie`made:under the CONCRETE: adjacent'cbiumlts, ` dpnectaupervlsion of a.licenud-engineer or architect: 1. Sirbrnitsbop drdwmggsfor`Engineer's,opprbval prior to tomnmuctioh.. 'MASONRy.,WALLS.AND:P,ARTIT19NS. 4UAR6.1i4 HANDRAfLS' Concrete design and reinfbrcementIn accordance-with"Building Code Requirements for Reinforced Concrete"'A:G1.318-99 Building Gode,)Z uire -its-ar."he t ll Concrete) - '- "' Y. $ubMit'tnbsonry:ant,a nforcin�sho droivip s for:.En�ine2'r t 0r iew, 1, Submitshgp drewmgsfor:Eng tie r'g;review,sha,ing in detnilgan,matemals to be furnished and'instplled; -. <.. ... g, g_ meat f $ uc urp_.C, -rte)-end with Deta,is and ,.. 9 P 9 - 9 _ Detniliq of cmerete Reinforcement (A.G.I:3"15). - y,m (b o ks)stiall comply with the provisruns.of the:ASCE/ACI 530x02,Building 2. All'rcuUng design shceli,,ebnfbrin to the:cag6irenients bf't$e Florida Building Code-:dad Gfe Safety Code 2 Concrete masons u ts% 7 c 3: Ali;concretemork in,occordance with-Specifications for Structurt,.kCanerete,for:Buildings"(ACI301). Code Requirements for Masonry Stir tur,¢5.. (NFPA:1014994). i "Hot ° ,i H611'- oc hall to I with�Ar'r �6 0-02 Hollow d-¢arin':� rat:Ye. a -Y=Unit 'T" a Y'and' 3.. O en side flaorg air roof.o enin s ram s,stairs,landings,balconies;elevated wolkw,s,corridors. Produckonaf concrete,delivery,pica rag and.curing to be vn accordance wrth Hoi Weather Cnr,crern 3. ow bl.k s mp y _ $M 9_ ..Loa 8 g Co Ce.. M,snr�y` ..5, yQ. P P., 9 ..p._,. 9_ _ay and"Gald'Wenther.•CongeYing"AGi publications. ,grade N-1..:Minimum net compressivestrong+h at28 days!_F c:=1900•psi., Platforms,catwalks Or mezzanines,that are more than 3,0 inched above the,fl¢or-or grade below shall 4. No odmixfure3 permitted without the revi-cmd approval of Ehgireer. 4 -Mortar shall comply witin ASTM,0270-92,Mortar for unit Masonry.,,type M,with^a minimum be provided with standard guards to;pcevent fails'over the.aperrsi de. 5.. For all cancre4etobe-laced in slabs inctudin slabsonr raffle theslumsnelhnottxteed four 4 compre35rve strength of 29.days of 2500 pii;lLay unitswiYh full rtibctar cpYerggebd:bnth'harizontal 4; Staridardguords shnithayeavertyml heighA•of42 tnches,naminal'fcom uppersurface of ioprail•to aches.No. vets:of'this r¢quiremeMShaB,bt:consider d:Slump f r;otk¢rzoncrete.:shall not exteeil 'and vert ml joints. finished floor,pMtfo m or tone level. ALL DRAWING AND WRITTEN MATERIALS five(5)inches. ,3.. Minimum hor.'izontal j_art reinforcement'shoH b pr vide:at every second course:(id"v rtiddl)for 5.. S`tdirwaysshall be equipped with.bandrall's IJCated noi'Mss than 34-inches nor mare ihdn 38-inches. HEREIN CONSTITUTE ORIGINAL WORK OF b,. Aitconceete ta;b¢regular - - minimum bearing ac rroniliearin exterior masonr wall"s R¢inforcement dull provide 2 3%16"side rods one each measured ve tically to file Copal She rail from the lea4ir_9,c gd of the tread;Required an that THE ARCHITECT AND MAY ONLY BE reg_la weyht with.,minimum design compr_ssve str pr th of 3000ps".gt 28 days, 9_. g _ Y P .... .. .i9... _. .. ..:...... _. _ -. ... ., DUPLICATED WRITTEN With,mini mum:5tbags of cement(T I)in each tubic and and maximum.b:5 wn_terlcemert'ra+io nr.,. sd);and.9 gage,nrbss rods,Mtlaer type for vertically:remfocced masonry and truss'type.for oil others. -form part,of asguord shop be;pormitted ta:hav a maximum height'o#.42 inches moo.-d,.verticelly`to TED WITH THEIR Vpe Y ,. CONSENT. as shown omthePtdds, Reinforcement shop extend 4"into the columns or sled to struduraixatumns:,wiila 2#4 dowels 'the top of the roil f,`rbin the,lead rag edgebf"Mi¢ireaa. 7. :Maximum size of:aoarse.aggcegateahall be: e:(tehding 12"each'side of column to splice with 4he wolf Peinfortsineni side rods;or ony other,: b: Open side of stairs and guards:shall have intermediate rails or-an orrramentaipattern such Chaco SEAL: a) :Beams with clear bar spacing between 1-inch and 1.3/8-inch: accepted method subject to engineer's dppravai: sphere four inches m,diame+.i`citmot'pass through artyap-mg, �1) 3/4-ifich(Nb.67) :b. Vertical reinforcing,where specified,,-shall conform ta.ASTM A615-94;-grade 60 speciffcatfons.Fill all 7. `ne'iriongulor openings'fdrined by the.risar.trend aridGbLttbm eltm¢nt f the guard bU of the open i All other:1-inch:(No.57). reinforced•ceiis With 3000 psi'cep,rete or grout See plan for size-alepa ing of'var1ical rginfar ing, tide of a stair shall b .of such size that asphere six:inches in diamete cannot pass through. \ B': Coniractoris.re ansible.for,'the-ode u f far s shorin and reshori ,Pr„ayide standard hook's fkr all vertical non-pbnYliauaus;r¢inforcement. 8,: Stair hantl'raifsshafi eontinue::for the full length of each;flight of isti i-At turns,inside handraifsish.4 i -sip l .. 9 uey o.__, m..... _g..,_.. ,. ngand forsafe practice m .. _ - .. � i 'their use and removal, :a) "Whence minforcir%wall.dowebdoes mt line up:with-the vertical cull am;it:shall:notbe sloped be-4-tenuous between#lights at landings.The design shall be•surh that there areino pro;psctibhs 11161 i 9.. jointing of canarete in all reinforced,columnsand-walls shalhbe in equal.lifts:Concrete-chilli be placed ma than 1 narkontal unit in six vertltni alignment,even though rt as nan:adl cent tetljto't}fe; may:¢gage loose Clothing,. through"elephanttrunk-YubuMr chutes Mtatedsuth-.chat The free.air drop f.th-e.rgix doe,not, '.vert,ca(wali reinforcing:_ Piano aIsstja[i love acmcular cross section with,-ootst.d-ameterbf`at Mnsf S}inches and no " - 9• -rear¢rahan^2=indte's,and shall be tootmoousi'graspable alon the:entiire length.: gteedfive leer.. b); :Ver+Calreinfor<mg:inwal7lshail:be p6cetl:cer8ened in.ceH: 9 Y,9, � 9 . , 101 Handrail ends shallbe returned to.the wall or floor or shall termmateat wel posts Hondrnilsr cit 10. Speafied.expansion bolts'shall.be of ih s ze indicated and':of the,maximum embedment length into the SIGNATURE• ' :ar'e not continuous between.fryhts shall be extended hgrjeanially a-minimum.of 12.Inches at the `-- concrefe:-Expansion boltsand:accessories shpll'be stmnless,sfeeT-deep wedge.type.of Thenuwl adhesive. nequirc'd helght:at fond rags where a gixird,a'r wall t`xist&, L 11. $ Well mounted handrail cbnspsf of a rounded,lengthwise mem6¢r mounted directly-;an a wallaby means of brackets attacked to the lower side 6f Yhe;h ndrei(.Handrails shall comply with all the requirements SHEET TITLE: E specified heminrand shall proyide a clearanceofat least i5mches betwe¢ the.hunchnitond the wall GENERAL NOTES to-wfmdt they are fastened: MISCELLANEOUS: SCALE: j. AlfeleVOtibnssiidw .byd'.P.hns:cifer to NhYiannl,Geadefic"Vtrtical'DaNin of 19 29. 2, Construction joints other than those shown on Plans,are subject to the opproval of the Engineer. , SCALE: 1/4"=1'-O" 9 Dario Gonzalez, p.e. SHEET No- :sleeves,corbels.ppizs,ppbrts and other mice II ne U.jt0tmstob:plaaed prior to pouring tanti,ete, Consulting Engineer with mechanical drawings:and manufacturer's reweweds,60 drowngs: 10352 S.W. 114th Terrace Miami, Florida 331' f Tel: (305) 253-8131 • Fax: (305) 234-4370 S-7 E E-mail: dgpe®bellsouth.net ARCHITECT. POOL Bellin & Pratt architects , LLC AA26000863 285 Sevilla avenue coral gables.florida.33134 O tel 305.447.1927 CONC. DECK fax 305.443.5986 BEACH Marshall Bellin AR-5564 Glenn H Pratt,AIA,AR-9608 PROJECT: ' FAMI Y BAZID RESIDENCE ❑ .� — - — — — — — ■ ROOM. WP 6737 SW 77 TERRACE j1gR MIAMI, FL. 33143 MASTER BEDROOM C I C ED III�_.,I; O 'd S I I - i �10�g WP N CHE 3 LIVIN ROOM DI G W. L. TV T RO M. G N S 3 3 O 0 3 3 0 qp qp LEGEND DUPLEX RECEPTACLE O 12"AFF, U.O.N. W. L. I e SINGLE RECEPTACLE O 12",U.O.N. GFI DUPLEX RECEPTACLE C 3 w- CFl DUPLEX RECEPTACLE OVER COUNTER - I>] ® SPECIAL RECEPTACLE ER Q1 SAFETY DISCONNECT SWITCH A ER FO = PHONE STUBBED ABOVE ECEILING. AND $ LIGHTING SWITCH 0 48"AFF. ISSUE DATE:7-8-06 J ST PROJECT Noa T 3$ 3-WAY LIGHTING SWITCH O 48"AFF. M$ SWITCH MOTOR RATE(60AMP). APPROVED BT:— METER 11 I VP ® INTERCOM STATION ---'-----"-----'�"'--- 10 4 O OS SINGLEPSTATION SMOKE W/BATTE AND INTERCONNECTED. DETECTOR - TIE TO'AFCI'BEDROOM CIRCUIT. WP r 3 PANEL"A"PANEL"B" -- -- ----- - O ELECTRIC PANEL DOWN LIGHTING TO LANDSCAPE LIGHTS TTT " DOWN LIGHTING VAPOR PROVE. J O ARCHITECTURAL DOWN LIGHTING M EXHAUST FAN ALL DRAWING AND WRITTEN MATERIALS HEREIN CONSTITUTE ORIGINAL WORK OF ® TRASH COMPACTOR THE ARCHITECT AND MAY ONLY BE DUPLICATED WITH THEIR WRITTEN ORTE CO ERE 2 CARD a_BD% CONSENT. GARAGE SEAL: WALL MOUNTED LIGHT(SCONCE) ryi FLOOD LIGHT AT OVERHANG \ \I Q Tv OUr-r I // PUSH BUTTON GARAGE OPENER ' 1 ❑ SIGNATURE: TO LANDSCAPE LIGHTS qp SHEET TITLE: ELECTRICAL PLAN Electrical Plcr s e SCALE: 1/4" 1'-0" SCALE: GUIROLA 8 ASSOCIATES P.A. SCALE:1/4"=1'-0" CONSULTING ENGINEERS SHEET No_2 P.E.No 57468 David Guirola Electrical Engineer f All IISO NW 79rM AVE,551] E_1 MIAMI,FLORIDA MIA 1 EM 1}9665 CA O9W9112 EMNL:GUI UIRO SAO-CAM ASPHALTED ARCHITECT: ELECTRICAL GA, a Bel l in & Pratt ° PAR-1-GENERAL s.- Permits nd Insurance:Centre.1, shoo se and and pay far olI a r C h I t e C t S , LLC ' A.-Overall Installation:The installation shall comply with the Latest permits,fees,taxes,"n pectians,tests,fines c nd other,tams as RAILING RAILING edition of Electrical Code(NEC),the Florida Building Code(FBC),and required for the stallotion of the complete electrical systems as AA26000863 any other applicable Federal.State and Local codes, outlined herein and shown on plans. Contractor shall provide all required insurance for protection against B.-Conductor Calculations:Conductor calculations are Weed on 75 T. public liability and property damage far the duration of the work. 285 Sevilla avenue BALCONY BALCONY 1. General:The General and Special Conditions and Requirements of 6,-Existing conditions:Before bidding,the contractor shall visit the job coral gables.florida.33134 the Contract and Specifications as well as plans and specifications site and ascertain all existing conditions which will affect his work. of other d7s Ore.and trades shall be a part of the work hereby Failure to do so will not be accepted as a reason for requesting tel 305.447.1927 specified.These sp-fi Gans and accompanying plans are intended extra pay where the existing n m ditions result in extra materials or fax 305.443.5986 to provide for the complete furnishing and installation of the elec- Any existing conditions found by the Contractor which will adversely trical systems.To provide means to furnish and instail. affect the work shall be immediately be brought to the attention of - the Architect/Engineer.Correction of any defects shall be completely 2. Compliance:Workmanship,materials and installation shall be strict without additional charge and shall include replacements ar pair of Marshall Bellin AR-5564 accordance with the applicable edition of the NEC,NFPA,NEMAASTM, any other phase of the installation which may have been damaged thereby. OSHA,HRS health agencies,and aUer applicable national,slate,and Glenn H Pratt,ALA,AR-9608 - - local codes and pertaining regulations established by the ruling 7.-Plans:Drawings are basically diagrams intended to depict approximately authority having jurisdiction. I equipment locations and arrangements,not to show every minor detail. Contractors shall also meet the requirements of other standards Plans shall not be scaled to determine exact location and dimensions. where such requirements are more strict than those standards PROJECT: cited above. 8.- Interference: The Contractor shall coordinate his work with other r. 3. Workmanship:All work shell be performed by contractors licensed trades so that interference with existing conditions,conduits,piping, in their respective discipline.Work shall be done in o first lass equipment,architectural and structural members be avoided. manner,fully operative,and to the acceptance of the Architect and g,_Substitutions:Products and materials called out by[rode name and/or BAZID RESIDENCE the Engineers.Contractor shall provide for all necessary labor not catalog numbers establish a standard of quality,appearance,perfor- ad material required for the completion of the work g systems,but not mane and dimension. Contractors shall base his proposal on those 6737 SW 77 TERRACE AT limited to elated work such as connection ai existing systems,exca- Items as they shall be considered as o standard basis of bidding. valions and back filling. Requests for substitution shall be submitted in writing to the ATahi- MIAMI, FL.33143 OPEN TO 4. Materials:Contractor sha11 provide all new materials of Am con ma_ test/Engineer, cti demonstrating that product a es comparable and bask BEDRO 2 nufocture,bearin the Unde writer's Laboratory UL Iabel as o I_ design,construction,standards and warranties,dimensions to fit s. BATH BELOW g ry( ) DVI ihoul change,and does not cause extra work to other trades. cable.Materials shall be new for the for the application and above Contractor shall be responsible for din Ift f substitution: © standard quality normally used for the purpose as called for an plans. ll p providing equality o Supplemental intent of the products and components necessary to campy Architect/Engineer will,antler al quality to the be ified it to prove with the intent of the Contract drawings and/or specifications,but such'taco is or is not of equal quality to the specified item.Archi- net noted or specified on these sections,shall be provided by the tact/Engineer expenses Incurred due to Contractors requested revi- ry O sions or substitutions shall be complete by the Contractor. - $EDRO 1 S Contractor as required for the completion of the work at no additio- nal cost to the Owner.Contractor shall be responsible for provisions 10.-Record Drawings: Maintain a set of prints for indicating N and coordination of delivery of materials. all changes.Use colored pens to mark changes at the time of exe- Equipment coerced during shipment or installation shall be touched up oution and Use the set to the Architect/Engineer upon completion. and refinished to factory finish,replaced where not acceptable. Contractor shall stamp"As Built'on prints and plans,data and sign M In ink.qP w.> CL. 3 PAN RAILINrs w•I SERVICE: IRK 3W.BOl2NBRRA4 200 ANP HALL VOLTAGE 120I24a V, NH3MTE)R:,U.9fI 910RT CR0.Af RATNG: 'A IN NONE O$ O PNIIMNG'STIRFACE 1000CAMPSSYM1N6.G 2.V.(11.L.115 f®) LOOA1"0" BOTTOM 06MN0 NJ DB4. OONPIR V.tRE TRP FOLES LOAD DESORPTION GkT RASE CKT LOADL IIF1IJN POILF TRP Vu1RE CUNDIIT NOBA OAND LOADVA LOADVA ST2E ANDRBARKS No. I NO. ANDReAARK3 ASP -E LOADVA LOADVA (P Q J s.bs o 1 NP -1 -F-- z- 1 o a,71s DOLLN 5.452 D 8 6a 2- AIFAHU-1 3 --f AIGW11N0.1 -2 W 6 0 4.]18 a -s -F-- e- 0 4,wo use so. 314 8 W 2- MNGE DOLOLEOV BJ -2 50 8 310 e.om o -7 ---F e- D +.DOD "500 a 1rz 12 m 1- SMALLAC0.NN�.'�^ 9 -F-_- 10- 0 2,250 OPENOPENTO WATER I4:/.TFR -2 30 10 3!a 1,500 0 12 12 10 SMALLARitAN'ES -11 ---f 12- a 2,250 _ 1,040 n 12 12 2l1 OSHWASHBV -13 -F---- - GENRE -1 20 12 12 0 BELOW 7&3 0 12 12 m 1- GARBAGE DeNSAL -15 ----F 16- GLN R� -1 m 12 12 0 300 0 12 12 m I. HOOD -11 -F-- 19- GBJRM 2D 12 12 0 -� 1,500 0 12 12 m 1. LAUNDRY R� -19 ---F 20 GEN REC -1 20 12 12 0 A SRARE -21 -F--- 22- GEN R0. - m 12 1n 0 -- 1,178 0 12 12 m IAClP2:l -23 ---F 24- OW RM -1 m 13 12 a 1- aR\CE -25 -F---- 18- B®RWMR� -1 m 12 12 D 0 12 1:,, A 1 -ame GRR� -ZI -F 28- Ba,Roomam - m 12 12 0 0 1n 12 m 1- GARAGELTS -� -f-- ]0. BEDROOM RM -1 m 12 12 0 0 12 12 20 TEAPACELTS -31 ---F BFOROOM Rg 20 12 12 a 12 20 BALaDNY LTS -33 F- 3.- AJRGI LTS - m 1n 0 -_ 0__12 -12 -m -- OUTDOOROFIREC -36 --_F 39- OIRDOOR GR Rte_____ -1 m 12 12-------a El e c t r i c c l P l c n a R 2 m BALCONYGFIRK 'f- vv`_ I`ia -2 30 1. 314 a 2,150 smcE .3p ___F +D- a 2,zso SCALE: 114" 1'-0" I sPacE -n -F---- .a smCE PANELS'A'.'B'LOAD CALCULATION AS PER NEC 22041011D1 18786 0 =SUB-TOTALS SUB-TOTALS= a IT- SE!YIOS� ,,, m.34a V 1- PN]W ----"--'.- 36,796 VA:TaTALaeVANDLOAD - TOTAL AREA SQF SZT3 8DF a VA:TOTALNOOeAN-D •SEE LOAD CI,LCJJIATICN PROGRESS GENERAL UGRTING=aDF%a V.- i I 5 9 VA 36,7e3 VA:TOTALLOAD ... ..... I ... OTHER LOAD PANEL A 411,372 VA ISSUE DATE:7"6.06 OTHEiI LOAD PAN0. NOTES: 1.PROVIDEGROUNDNGBARKR PROJECT No: TO 'FPL'POLE sue-rorAL - ...... f I qw VA r z.Irx_NOr ox+cuRaaar LOAD_. .._ ... .. 1. _ _. FIRST 10,000 vA�loeX .-1.._.i.. �. 14eoa VA DRAIAIH BY:E.D. REMAINDER LOaD QD4o34 i Isa7s j vA APPROVED BT: SUBTOTAL 38,6]8. VA 3#350THWN in 2-112'C. ac woo _ 1 21808 VA . _." ". T,PE SBNe16 3�/3THWN i 11-1/4"C TOTAL DBRAXD LOAD VA 1 88480 VA SERVICE 1PH,3W,8012 N&RRAL. 200 AMP TOTAL DEMANDCURRERT AMP - f b14j AMP _ .__.-..,_. VOLTAGE t20/2a0 V. M6iRATEO®UR,ffiIT SMDRr CAtWR MTNG: M1ANS'. NONE NAUNIN3: SURFACE 10000ArrP5s-Q 240V,(UL L6'TE3) LOCATpN'. BOTTOM -- ----------------_ 3/J350THWN in 2-1/2"C.-I-1 . O 6"%6.1-1/4C DElv14 ND NOOBA OONQ/R WIRE TRP POLIES LOADDESCRRKSN c,T RASE G(T LOADDESCRPTON WLES nP VM15 C Dal NODBA. OBr1AND --- OTHWN in 2'C PANEL'A' PANEL'6' LOADVA LOADVA SIZE AMP ANDRSARKS NO. N0. ANDRSARKS AMP SIZE LOADVA LQAOVA NEW 120/240V 120/240V 8,482 - -- -i -F-- z- +,716 WP HOUSE 225A. 10 125A, 10 s,as2 1 6 60 I Al-.1 ] - AlOCU-21NCLI -2 J202 1 --"-"---'-' -'- METER MAIN 1/2 ___F 4- 4:716 300A DISCONM. 42 POS. 20 POS. ?sae a- 2,250 10 30 1- DRYER _F WATERHEATER -2 3!a 120/240V t00A 10 J�J/OTHWN + 1 6 Zsaa7 -- e- 2,250 100A FUSE 120/240V (GND)in 2"C. u4D In 12 20 v wasH>;R .s -F__. 10- REF.-TOR -1 irz eso i,500 1n 12 m 1- SHALLA NOES -11 ---F 12- SMALL AFRANCE61GFl1 -1 112 1.500 WP 11 12 m - GSV REC -13 -F--- 1a Gel LTS -t to 1rz 12 m 1. GIN 0.L -1S ----F 1& .8"Ts - 12 1. 12 m 1- Getl REC -17 -F---- 19- Gee LTs - 1n ALL DRAWING AND WRITTEN MATERIALS 1rz 1z m 1- De)ROOMR6 -19 ----F zo- GTN LTS 1. HEREIN CONSTITUTE ORIGINAL WORK OF 12 12 20 1- OATHROOM CFa R� -21 -F-- 2a BEDROOM LTS -1 m 12 12 THPLICAT DWI AND MAY ONLY BE 11/0 IN 1/2'C. DUPLICATED WITH THEIR WRITTEN TO WOO 3#3THWN + l#8 (GNO) 1rz 1z 2a 1- BATHROgA GFa R� -n ----F z4- BEDROOM Lrs - m 12 1rz CONSENT. In 1-1/4"C. 12 12 20 1- BATHROOM GFd Rw -25 _ -H--- 26 BEDROOM LTS m 12 1!1 IM 11 m 1- MASTER SEDROOM REC -27 --__F 28- BEDROOM LTS -1 2D 12 112 SEAL: 1. 12 m RASTER RATHfM GFCI RSC -?B -F---- 30 BATHROOM LTS -1 m 12 112 12 12 2a 1- sm,,00MRm -31 ----F 32- SATHROOM LTS -1 20 12 in / �\ 8' 1rz 12 2a 1- lied REC -33 ` �- � .F-.-.- 34. BATHROOM trs -1 zo 1z 12 � \1 ---HOUSE CONCRETE 15� 1t1 12 20 2- FOOL A4]rOR "3' --t 38- STAIRWAY LTS -1 20 12 1l2 1,200 I k , FOUNDATION 1,500 -n F-- - R7fVRE -1 20 1.2(10-37 • .)�;_w.l,_I,i,..:-T.. space _35 ._-F 4o- sRacE - \\ 5 FOUNDATION snAcE -41 -F----- 42- space /I 10'-0"DEEP GROUNDING REBAR MIN. 20 FT. 11,2. o =sw-TOTALS sue--1S= 0 6,280 s ROD -5/8'DIAMETER LONG m,5ao VA:TOTALD9MNDLOAD SIGNATURE: _ D VA:TOTALNOOEPANDLOAD •SELOADCAL-T- M1' 1/0 CONDUCTOR TO 20 FOOT •• zpsao VA:TOTALLMO SECTION OF FOUNDATION STEEL <$ -T.: 1.PRLWOEGROUNDNGSARKIT 2.NCL=NOT OGNrGas2JT LOAD SHEET TITLE: ELECTRICAL RISER ELECTRICAL PLAN N.T.S. SCALE: GUIROLA & ASSOCIATES P.A. SCALE:1/4"=V-0" CONSULTING ENGINEERS SHEET H-1 P.E.No 57468 David Guirola Electrical Engineer �{�'l /�J "AM, L_G NIAMI,FLORIDA 3]118 P11: :GUIDI1}9665 G 00009112 SMALL:GUIRO S®AOL.COIx ARCHITECT: FAN—COIL NIER Be l l i n & Pratt IWlfUN ENRAIND F DELTRIGL DATA DESIfaNlION CFM TOTAL SENSIBLE We DO VOLTS PWM MNG KW �P. WAN Fusrs YIIBIFM:. uNlr uD. suc. coND. , arc Itects , LLC AHU-1 1000 30,2 21,8 67 80 230 1 10 44 60 RUUD UHS4—HM3017 5/6 7/8 1 AA26000863 gF,U_2 2000 59,0 40,7 67 [illl 230 1 10 44 60 RHEEM UHSA—HM4824 3/8 1-1/8 , 285 Sevilla avenue AHU-3 1600 q7,5 34,2 67 230 1 f0 44 60 RHEEM UHSA—HM6024 3/g i_7/g , coral gables.florida 33134 tel 305.447.1927 fax 305.443.5986 CONDENSING Li 7DIP•ENT. ELECTFam DATA GENERAL H.V.A.C. NOTES Marshall Bellin AR-5564 DESIGIU,LON Na1uN CONDENSER vLxTS PHASES WIRE AL65 FLrsFx M4NUFAQ u�Nd OBS OR SEER NWA SERVED Glenn H Pratt,ALA,AR-9608 CG 12X,0 1. The contractor shall furnish all labor, material and equipment CU-1 30,2 95 230 .i 19 30 RUUD UAND-0302 13.0 MASTER 300 CFM far co plete H.VA.C. system in aceordance with these drawings. The Florida Building Code 2004 and the latest edition of the CU-2 59,0 95 230 7 38 60 UAND-0602 following p blications: ` RUUD 13.0 SHOWN (())ANS 89.7 Mechanical Refrigeration (b) NFPA Pamphlets 90A&91 PROJECT: (c)SMACNA (d)ASHRAE. CU-3 47 95 230 1 30 50 RUUD UAND-0482 130 2ND FLOOR 2. All air conditioning ductwork hall be 1 1/2 "standard daay RESIDENCE FOR: -" FAMILYROOM ` oil reinforced fiberglass(R-s)manufactured logo printed the vapor b-Z SOLVEIG SEVEN LLC J. All exhaust ductwork shall be code gage galvanized sheet metal. 4. Duet size shown are net free area inside. 6737 SW 77 TERRACE ❑ ❑ ❑ ❑ 9°0 5. All air devices(diffusers. agisters and grilles} hall be all MIAMI, FL. 33143 aluminum construction, with exposed surface chemically treated to receive paint to match color o AIRGUIDE or approved equal. CG 12X8 ,W 4"0G D (26GA) 6. Provide opposed blade dampers at all diffusers and registers. 300 CFM THRU WALL FdR BATH EXHAUST W/WP CAP CG 12X10 7. Thermostats shall be c bination cooling/heating with system BIRO SCREEN& B.O.D. 300 CFM Cool/Auto/Heat/Off and Fan On/Auto selector switches. COVERED CO VER.ED 8. Refrigerant pipingg shall be c pper type "L"with 314"armafl— Insulation shall be provided far suction lines. 9"o MASTER � 9. Provide new filters for fan coil before starting. These BEDROOM - filters must also be replaced prior to final a ceptance by owner. 9"0-E 1 1 CG 12X6 iW 300 CFM y9"0 7. II 4"0 \ LIVING ROOM 1511 DCFM 3w G 6X4 iW 4 CG 6X4 1W 0 CFM r_ 50 CFM 2501 CFM 9W 8°0 KITCHE CG 10X6 1W 0 725 CFM o ! DINING ❑❑ KITCHEN(26GA I. is KITCHEN EXHA ST U W.I.CL DEN ROOM. CAP,BIRDFSC EEN& 7"0 B.D.D. + CG 10X8 3W 150 CFM 4"aGMD (26GA) UP _ SR 12X6 THRU ROOF FOR CL. 75 CFM 5851 CFM AHU L3 EABOVE TO 10'X8"X8" BATH EXHAUST W/WP 18X10 ® SGO fW ! / i = ` / 8H �O B.D.D.BIRD SCREEN& / 9 CG 6X4 G 6x4 iW 4 0 T 4 -- — —— — 0 CFM 8°0 8"0 w o 4' LEGEND 50 CFM / / 10X10 — Jul 2'CD(US) TO BE 4 0 / \ ry 24X24 CD—(SEE SCHEDULE) / 4"0 2"CO(US TO BE ® DUCT TO MATCH NECK SIZE TYP. DISCHARGE 6 AFG / 24X 12 DISC GE 6 AFG AND 12"AWAY W.I.CL. 1DXIO 12X70 14X10 EF-1 AND 12"AWAY 0 CEILING GRILLE SEE SIZE SCHEDULE FROM FOOTING. / /e 7 0 ~—CG 6X6 AT FROM FOOTING. DUCT TO MATCH NECK SIZE TYP. RAG "0 CFM L ©` RAG—(RETURN AIR GR)LL))CG 6X 24X24 UP _ x 50 CFM '©' VOLUME DAMPER PERMIT SET �_ _ I� —_ - __ \ 7"0 � / \ 6"0 Q THERMOSTAT ` a 2"CD(US)) TO BE DUCT MOUNTED SMOKE DETECTOR ISSUE DATE:09.26-06 a/ REEL/NES(US) FOYER " 1OX6 CFM ® a STAFF D/SCHAfSGE 6 AFG SEE F.A. RISER FOR SPECS, PROJECT NO.: MASTER AIR FLOW DIRECTION(ARROWS DENOTE SEE DETAIL a FROM iF00T FOOTING. BATH C7401CFM 2W a ( T R x \ —\ i WAY, 2 WAY, ETC., SEE PLANS DRAWN BY:A.S. 4"0 _ CG 10X6 i W APPROVED BY:J.A.M. n n P 12X10 8X8 a 100 CFM �/—'�RETURN OR EXHAUST, SEE PLANS. CU-1 EF-2 i 0 CFM 1 RAC RAG X8 x 10 10p s ' WALL MOUNTED SIDE REGISTER. r ,4 \ � 4 OR C� EXHAUST FAN O.A.I. OUTSIDE AIR INTAKE CU-3 S.R. SIOE REGISTER 6'0GMD (26GA) UP SEE LDETAILUS) THRU ROOF CD CEILING DIFFUSER FOR MASTER BATH EXHAUST �I W/WP CAP, BIRD SCREEN& CG CEILING GRILLE B.D.D. ❑ ❑ H.P. HEAT PUMP UNIT CU-2 ] F*L.D FULL LOUVERED DOOR ALL DRAWING AND WRITTEN MATERIALS Cu CONDENSING UNIT HEREIN CONSTITUTE ORIGINAL WORK OF THE ARCHITECT AND MAY ONLY BE AHU AIR HANDLER UNIT DUPLICATED WITH THEIR WRITTEN Co N 2 CAR GARAGE Uc SEAL: RTU ROOF TOP UNIT VD PORTE COCHERE 11 s HVAC DESIGN REQUIRE: YES NO / b DUCT SMOKE DETECTOR X ` Q•�l O� FIRE OAMPER(S) X SMOKE DAMPERS X SIGNATURE: FIRE RATE ENCLOSURE X h _ FIRE RATED ROOF/FLOOR CEILING ASSEMBLY X FIRE STOPPING X ❑ SMOKE CONTROL X SHEET TITLE: D R � 0 ®Qmm @mQmDQ Plm®mQmm SC ALE: ¢QQmQmlm®Q SCALE:AS SHOWN s P.E.No 53288 SHEET Me.,1 Jose Antonio Mendez. M-1 L Professional Engineer ®O M M 11 a 3 PmmPQ®m9mmm6 GROUND FLOOR MECHANICAL PLAN �H(.6) A%197 mmmlmQQPQmmmmmP. PH:(3a5)050�9824 FA%t3a57&SS1T9l 4 io 4118@m!.mm. GAOa00E324 SCALE:1/4"=T-0" ARCHITECT: STANDARD 3"WIDE HANGERS B e I I i n & Pratt Hanget extension to be the sum of the distances between the hangingg architects , LLC 4"0 EXHAUST DUCT wires and the duct size. 10 (Sm.— THEN RUN REF. PIPING Maximum Hange - - IN WALL SPACE AA26000863 Duct size, Inches PACK VOID SW/ARMAFLEX Spacing it COAT W/SILICONE / 48: Wide or grater 4 ft If SEALANT FOR TIGH 285 Sevilla avenue Less the 48' wide 61t l� GFM CLOSURE HARD TUBING and less than 48" �p"De CLOSURE. coral gables.florida.33134 deep J pLA GE_ SOFT TUBING tel 305.447.1927 Width between 28" Eft l ° 2-Ird"SQUARE WASHERS ��f fax 305.443.5986 th 48"and greater yd 12"MAX.OL..MIN.2 PER SIDE. than 16"deep MIN . *HANGING /STEEL HANGER WIRE Less thgn 29"wide Bit °�� / and 16 depth or less /�°° °I0 x 1-114„SHEET Marshall Bellin AR-5564 METAL SCREWS. ® _ 4 Glenn H Pratt,AIA,AR-9608 CHANNEL SECTION ° `' 4 TYPICAL CEILING CABINET / FDBC OUS GLA°vS �J/ PROJECT: EXHAUST FAN WITH BACKDRAFT If Total Minimum Minimum �j DAMPER, LOW NOISE LEVEL Extension is Channel Channel A AND NO VIBRATION. not greater than: Gauge Profile SCREW.POP RIVET OR SPOT WELD TO RESIDENCE FOR: 6" 24 3"X 1,5" ° EQUIPMENT RANGE.22 3 X 2 ° ETE SLAB SOLVEIG SEVEN LLC 30" 78 3"X 2"FRONT FACE GRILLE WITH USE OF 2"WIDE 6737 SW 77 TERRACE FASTENING SCREENS 2Z gouge 2x 1.5"hangers may be substituted NANCGERS AND SUPPORTS A.H.u PLENUM CONNECTION. REFRIGERANT LINES UP MIAMI, FL. 33143 (or 3"hangers for ducts with widths not over 48"and depths not over 24"provided that not more N.T.S. THRU CONCRETE SLAB.EXHAUST FAN than one joint oc urs between hangers and the BRACKET(ADJUSTABLE) maximum hanger spacing 4ft. Exception: When duct perimeter is 80"or less and does not require reinforcement two joints are permitted PVC PIPE-RUN UNDER SLAB SEE FLOOR PLAN FOR LOCATION (SCH. 40 W/SOLVENT WELD JOINTS) USE 4"OR 5"PIPE AS REQUIRED CEILING MOUNTED CABINET EXHAUST FAN DETAIL REFRICsERANT LINE PIPINCs DETAIL. N.TS. EXHAUST^" SPECS EF-7 SHALL BE "NUTONE"MODEL#LS-50 50 CFM -- 0114"W.C. 115 VOLTS, 80 WATTS CEILING MOUNTED W/B.D.D. BUILT-IN. // RAILMG EF-2 SHALL BE "VOLTS, °MODEL ry CEILING 700 CFM ®1/4"W,C, 115 VOLTS, 80 WATTS CEILING MOUNTED W/B.D.D. BUILT-IN. 3/4"DEEP x 7/8" OWERED ACTUATED, BALCONY BALCONY PINS. PROVIDE A MIN. OF 4° B • SPACE WHERE MECHANICAL COMPONENTS TO ASSURE ADECUATE ACCESS FOR AHU SHALL BE MECHANICALLY ATTACHED CONSTRUCTION&CLEANING. TO THE SUPPLY AIR PLENUM DUCT CEILING .0 iW WALLS CG 6x4 2W r BEDROOM 2 FLEX. DUCT. UP TO 40 CFM 4 d CC 12X8 3W 29" COIL/HEAT REF. LINES 275 CFM OPEN TO 2751 CFM t 70"8XH"X8" 7-1/2'WIOE x 26 GA SECTION G,M. STRIP A7 PROVIDE CAP OFF CG 10X8 3W CG 12X8 1W SUPPORT. WITH 114"PERFORATED 160 GEM 7"g BELOW 250 CFM FOR VENT BATH 9"0 j DUCT HANG DETAIL FAN SECTION j12 MIN, 8"p, F-1 ` BEDROOA9 CC x4 1w FILTER ACCESS 9°0 4 CFM PERMIT SET RAG RAG RAG 6"O ° ISSUE DATE:09.26.06 18X18 22X22 12X12 GRAIN PAN W/W1-DETECTOR BATH TO CONTROL OVERFLOW BY 16X10 PROJECT No.: J SHUTTING DOWN THE UNIT C 6X4 1 WHEN ACTIVATED. PREFAB MTL. FRAME 4'OGMD (26GA) U I a 7 5 CFM _ _ DRAWN BY:A.S. THRU ROOF FOR 0� 10X70 T ® APPROVED BYi J.A.M. BATH EXHAUST W W CC 10X8 3W 13X10 15X10 15X72 20X7 F.F. CAP, BIRO SCREE 160 CFM 2-3/4" .D. 6X4 iW B.D o CFM HALL A/C CLOSET INSTALLATION T, 1 w.r.cL. N. S. DOUN OPEN TO 1 6,.m THRU OF FO UP _ -- OF FOR BELOW ` 8"0 BATH BATH EXHAUST W/WP CAP, BIRD SCREEN& CG BX 4" 100 CFM W - 'O ALL DRAWING AND WRITTEN MATERIALS HEREIN CONSTITUTE ORIGINAL WORK OF 3° THE ARCHITECT AND MAY ONLY BE _V1 DUPLICATED WITH THEIR WRITTEN FASTENED INSIDE C.U. TO SLAB W/4-114"0 x 1-112" C 1 X8 IW MpaN�R ERGS POWDERED ACTUATED PINS AS PER MANUFACTURER 2i 5�FM 5^ SEAL. POWER & CONTROL WALL CAP FOR BATHROOM EXHAUST I CONDENSING . UNIT LOCATION N.T.S. /Ao � Do 1` NATU � SIG RE: � " IdINO F z � LIQUID LINE W/0 S 4"THIKNESS INSULATION SHEET TITLE: CONCRETE BASE LINE SUCTI�N NOTE: UNITS SHALL BE CLEAR UNIT MUST BE INSTALLED TO W/ 1/2 LINE EX BY 3" MIN. FROM DRIP SCALE: WITHSTAND 150 MPH LINE. HURRICANE FORCE WINDS INSULATION & VAPOR SCALE:AS SHOWN & PROVIDE 1'x7/8"STRAP BARRIER ®alR©AmO�®a TIE-DOWN TO "NIT SECOND FLOOR MECHANICAL PLAN aaaa 9 11 0 2 A a SHEET NO49 CU—M MOUNTING DETAIL FOR PUBLIC .VESTIBULE SCALE:1/4"=V-0" P.E.No 53288 M-2 5 Jose Antonio Mendez. N.T.S. Professional Engineer ®0 m m 0 8 a Pm0a8®®Bm®Ba 73es PH(305)8 5r 824 azAoYJl.u0anJBaS,GFL 1 l393�1as a®BI®QQm18®6190P. Jou0118�aol.mn GA 00008324 ARCHITECT: Bellin & Pratt architects , LLC AA26000863 285 Sevilla avenue coral gables.florida.33134 tel 305.447.1927 fax 305.443.5986 GENERAL PLUMBING NOTES FIELD COORDINATION NOTE INSTALLATION ALL WORK SHALL CONFORM WITH FLORIDA BUILDING GODS 2004 PAID ALL THE INSPECTION FEES AS MAY REQUIRED BY LAW OR Marshall Bellin AR-5564 EDITION(F.B.C.20THE FEDERAL ORDINANCES GOVERNING THE ORDNANCE AND SHALL KEEP THE OWNER HARMLESS LA77ON FROM ANY Glenn H Pratt,AIA,AR-9608 OU. NDIA Of THE PLUMBING SYSTEM.IF WORK AS LAID DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF LAWS. OUT.INDICATED OR SPECIFIED IS CONTRARY 10 OR CONVICTS RULES OR ORDINANCES. EVERY CONTRACTOR SHALL COORDINATE IN FIELD LOON.ORDINANCES,BUILDING CODES AND REGULATIONS, ELD W/OTHER TRADES PRIOR START THE CONTRACTOR SHALL REPORT IN WRITING TO THE 7.PROVIDE MEANS"FURNISH AND INSTALL'. PROJECT: OF CONSTRUCTION FOR THE STRUCTURAL BEAM, SLAB. TRUSSES,ARCHITECTURAL B.DD A COMPLETE JOB.EVERYTHING CONNECTED,READY FUR USE. 'a DETAILING AS PRE-FAB FORMS, REVELING. CEILINGS.ARCH WITH THE LOCATIONHITECT%EENCINEER. WILL �UEI INSTRUCTIONS AS OF CEILING OR WALL GRILLES, DUCT WORKS, RETURN GRILLES, LIGH77NG FIXTURES, HOW TO PROCEED. 9.SHOP DRAWINGS:CONTRACTOR SIULL FURNISH THE ENGINEER RESIDENCE FOR: SWITCHES, RECEPTACLES OR ANY OTHER DEVICES.AND TO NOTIFY ARCHITECT/ENGINEERS _ _- __ 2.THE DRAWINGS ARE i0 BE CONSIDERED DIAGRAMMATIC,NOT WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE `' /� SEVEN IF ANY CONFUCT OCCUR PRIOR ITS INSTALATION, NO ADDITIONAL COST TO OWNER CAN BE APPLIED. - -- -- -- - SOL V EIG SEVEN LLC b•- _- __ - 31�-0" o NECESSARILY SHOWING IN DETAIL OR 70 SCALE ALL OF THE FOR APPROVAL BY PROPER AUTHORITIES. •I MINOR REMS.UNLESS SPECIFIC DIMENSIONS ARE SHONTL THE 10.AT COMPLETION OF JOB THE PLUMBING CONTRACTOR SHALL Vt STRUCTURAL,ARCHITECTURAL AND SITE GONG_____ __ CANE THE OWNER AN AS-BUILT SET OF REPRODUCIBLE SEPIAS 7 I 1 DRAWINGS IN LAYING O�nWORK.GCHECK DRAWINGS Of FOLLOW SHOWING THE EXACT LOCATION OF ALL INSTALLATIONS. I TRADES TO VERIFY SPACES IN WHICH WORK WILL E INSTALLED MIAMI, FL. 33143 AND MAINTAIN MAXIMUM HEAD ROOM,AND SPACE CONDITIONS 11.PLUMBING CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS Lswnw� AT ALL POINTS.WHERE HEAD ROOM,OR SPACE CONDITIONS REOU/RED BY CODE.TEST SHALL BE WITNESSED AND APPROVED 41RA APPEAR INADEQUATE, ARCHITECT/ENGINEER SHALL BE TO THE OWNER. I•oaa.Occc 1THMI.P00 NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS 858 SF CONTRACTOR 5{ULL-WITHOUT EXTRA CHARGE,MAKE FlELD 12.THE PLUMBING CONTRACTOR SHALL WARRANT ALL RESERVED AREA 1 I MODIFICATOR M UYOIR AS NEEDED TO PREVENT CONFLICT WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF FINAL WORK ACCEPTANCE BY OWNER.ANY BREAKDOWN OF THE WORK. OCCURRING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE ON SITE SEWAGE TREATMENT AND DISPONSAL SYSTEM CALCULATION: I 13.PROVIDE BATHROOM FIXTURES AS SPECIFIED OR AS SELECTED BY POOL J.EXAMINE ALL WILL REQUIRED T PRIOR TO SUBMITTING A BID, ' CONTRACTOR WILL BE REOU/RED TO FURNISH,INSTALL AND/OR OWNER AND TO COMPLY W/FB.C.2001 SPECIALLY GRAPIER 11. CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS id.PROVIDE SHUTOFF VALVE FOR EACH FIXTURE.ESTIMATED SEWAGE FLOW CALCULATION AS PER 64E-6.008 roof Oa SHOWN ON ANY OF THE ARCHITECTURAL,AIR CONDITIONING, TABLE W I (RESIDENCIAL) I ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADO/DONAL 3300 SF--------------------------------- I I EXPENSE TO THE OWNER.IF DISCREPANCIES.CONFLICTS, 1$'�NC SHALL BESPROVIDED TO CONNECT BE JOINED. DOIELE P SIC 400 GPO I- INTERFERENCE OR OMISSIONS OCCUR BETWEEN DRAWINGS. FOR EACH ADDITIONAL 750 SF-------------------- 100 GPO H NOTIFY IN WRITING THE ARCHITECT/ENGINEER IN AMPLE TIME I I I, f0 PERMIT REVISIONS BEFORE THE 8105 ARE SUBMITTED. 16.PLUMBING CONDENSATE DRAT AN SHALL SEE PROVIDE AIR CONDITIONING THIS DWEIL/NG 438J SF AND 4 BEDROOMS " FR LOCAO DRAIN AND TRAP.SEE AIR CONDITIONING PLANS AVERAGE FLOW -----------------------------600 G.P.O TOTAL I I 1 4.INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST FOR LOCATION OF UNITS AND DRAINS. POOL CLASS WORKMANLIKE MANNER.THE OWNER RESERVES THE 17.ALL SANITARY FITTINGS SHALL BE DIRECTIONAL TYPE. SEPTIC TANK: AS'PER TABLE N'II I DP,CK I IN HI TO OPINION. REMOVAL AND REPLACEMENT OF ITEMS WHICH, i • : i' I IN HIS E DO NOT PRESENT A NEAT AND WORKMANLIKE 18.MATERLUS PP REMOVAL AN REPLACEMENT IS BE DONE BAI.CORY BALCONY - - IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING.AT A.C�1'COPPER BELOW GROUND OF AND TYPE'M"METER OPPER ABOVE GROUND. 600 CPD o+ I I ; THE SOLE EXENSE OF CONTRACTOR. AVERAGE SEWAGE --- 1350 GAL. CAP SEPTIC TANK I ' ' B.COLD WATER PIPES INSIDE OF SLAB SHALL BE TYPE'K"SOFT COPPER ' INSTALL INSIDE POLYETHYLENE CONDUIT.NO JOINTS PERMITTED INSIDE SLAB. FLOW. IS REQUIRED, START OF WORK BY CONTRACTOR SHAH BE CONSIDERED AS C.SANITARY WASTE M'0 VENT 4,AND SMALLER SHALL BE P.VC..SCHEDULE 40 I I I ACCEPTANCE BY HIM OF ALL CWMS OR QUESTIONS AS TO 1350 GAL. CAP SEP17C TANK IS PROVIDED. I SUITABIUTY OF THE WORK OF OTHER.TRADES OR OTHER 5.STORM LINES INSIDE BUILDING SHALL BE P.V.C.SCHEDULE 40 - CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR E.IN COASTAL AREAS ALL SANITARY AND STORM PIPING OUTSIDE OF BUILDING 5•- SHALL REMOVE AND REPLACE,AT HIS EXPENSE,ALL PLUMBING WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF SHALL BE SCHEDULE 40.PVC. INTERFERENCE IYRH OTHER TRADES. F CONDENSATE DRAIN PIPE SHALL BE SCHEDULE 40,PVC PIE AND FRTINGS. C.WATER HEATER REUEF AND DRAIN LINE SHALL BE TYPE Y'COPPER. DRAINFlELD: AS PER TABLE if 111 6. THIS CONTRACTOR SH4LL OBTAIN AND PAY ALL INSURANCE, MIN.314 Du ESTIMATED SEWAGE FLOW(G.P.D) _ 600 I I) 1 SOIL RATE ABSORSION IN(G.P.D) 0.7 F 00 SF RESERVED AREA IS REQUIRED I II II II FIXTURE CONNECTION SCHEDULE MAXIMUM FLOW RATE AND CONSUMPTION II FOR PLUMBING FDnURES AND FDrrURE FITTINGS 4'S.L;(SE P-2 WATER PLUMm a FIXTURE MAMU M FLAW RATE II REM WASTE e - O OR FIXTURE FITTING OR QUANTITY FOR; O .) q•?W.0 SOIL C00 HOT II II it O I WATER CLOSET J. I 11' -- IAVATOlY,PRIVATE 1.3 GPM O 80 PSI NOTE: II I TUB 2' 112' 112 LAVATOTY,PUBLIC 0.5 GPM O 80 PSI THERE ARE NOT PERTINEf FEATURES ( q• WHIRLPOOL 2' 112' 1/2' LAVATORY.PUBLIC. METERING 0.23 GALLONS PER METERING CYCLE ON ADJACENT PROPERTIES AND ACROSS 1350 GALLONS �� I BIDET 1-1/4' 1/2• 112' OR SELF-CLOSING THE STREET THAT MAY AFFECT THE I SEPTIC TANK I SHOWER HEAD 2.5 GPM O 80 PSI PERMIT SET. SYSTEM INSTALLATION. I ,, LAVATORY 1-I/9 1/2. 112. SINK FAUCET �{ 2.5 GPM O 60 PSI KITCHEN SINK 1_112' 112' 112' ,, 1-1 4'CWS(UG)FROM URINAL 1.0 GALLON PER FLUSHING CYCLE ISSUE DATE:OB-2fi-06 _______^ I2W I W.M.IN C.B TO SERVE ZW PRO OSED RESIDENCE. DISHWASHER )'haee - - 112 WATER CLOSET PROJECT No-- I I I I CLOTHES WASHER 1.6 GALLON PER FLUSHING CYCLE 2' t/2' 1/2' 1 I I 1 HOSE BIBS __ __ DRAWN BY:A.S. I/2" APPROVED BY,J.A.M. - FLOOR GRAINS 1'MIN. I/2" -- - '� I I SHOWER 'p• 1/1" 112' 1 I i 858 SF I REFRM,ERATOR 2 _ 1 2• _ _ 1 I DRAINFIELD I 1 / IVATERPIPINGSIZ6-2 ORI":mAY NOTE:PROVIDE AN SCALD VALVE O EACH 11240 CW/HW HAMMER ARRESTOR: SHOWER AND TUB ® 112.1 CW -INSTALL IN ACC.LOCATION. BUILDING PAPER NOTE:ALL TRAOS SHALL BE CONSISTENT W/FIXTURE OUTLET SIZE 0 314,CW.112•0 HW -CONNECTION SIZE: 112'NPT COVER OR 130 6"MIN.BACKFILL(TOP SOIL) GRADE I I I I 0 112.1 W -DIAMETER:3-3/8• KRAFT /- 1 --- m 3/4'P CWS P. SSURt" / 5-O. 1 MAX.MN(. RES LA 75 D 1 ® 3/4'1 CWS MAX.TEMP:2017'F • NOTE: 1•0 cws MAX.SHOCK PRESSURE: �1 32'-0" PIPES TO DISCHARGE ® 314.1 TO BE INSTALLED IN CWS AND HWS 'O MIN. 12"FROM STRUCTURE ® I'm.CWS/1/1'0 HWS HIGH POINT FOR EACH GROUP OF 1@ 1-1/410 CWS FIXTURE SERVICING. :1-1:B(E) © 1"0 CWS/112.1 HWS 1'0 CW.J/4'O HW ALL DRAWING AND WRITTEN MATERIALS NOTE: 1-114,CW,1/2'm HW HEREIN CONSTITUTE ORIGINAL WORK OF THE ARCHITECT AND MAY ONLY BE FROM CITY. ALL PLUMBING WATER DEVICE 4'HEADER PROVIDE SHUT-OFF VALVE. s4' DUPLICATED WITH THEIR WRITTEN --j; E+S,gjF1Rr CONSENT POLYETHYLENE If TUBING. J��•• _...•>`....,�-�.,_,�.<` `'� ... SEAL: NOTE: 4"CORRUGATED @ PERFORATED PROVIDE WATER HAMMER ARRESTOR 114 WASHED POLYETHYLENE/ER UCBINNG ENCASED ATOCAWA DER MACHINES IN ACCESS ROCK IN DRAINFIELD SECTION NOTE:- F ALL TUB AND SHOWER SHALL BE lD /•Q� ANTISCALDING VALVE O 110'•(TYPICAL) ^� SIGNATURE: NOTE. A ALL SANITARY PIPE 2 112'0 OR SMALLER d SHALL RUN O 1/4"SLOPE PER L.FT. 3-AND LARGER O 118'SLOPE PER L.FT. s SHEET TITLED SITE PLUMBING PLAN F vlm®1166 1°169616"1 SCALE: Scale:3/32"=1'-0" P.E.No 53288 SCALE:AS SHOWN Jose Antonio Mendez. SHEET No.:7 i Pmtessbnel Engineer ®u m m u 12 F ,3l3 coal W.r six 42w MbN.FL 33,ds °®111°611 @81 � PH13asns4nsss�e7A F�AxL3asless+laT °°8!°°0°106 6m�6. P cA 0000aTZ. d ARCHITECT: Bellin & Pratt architects , LLC AA26000863 285 Sevilla avenue coral gables.florida.33134 tel 305.447.1927 fax 305.443.5986 Marshall Bellin AR-5564 1/2"0 HB W1314" I Glenn H Pratt,AIA,AR-9608 II VAC. BREAKER. I I FAMILY PROJECT: -- -- Q 11 -. ❑ ❑ - ROOM. ❑� ❑ RESIDENCE FOR: SOLVEIG SEVEN LLC MASTER COVERED COVERED 6737 SW 77 TERRACE BEDROOM OOH MIAMI, FL. 33143 I©OH I � I I SH OOH UP TO SERVE BATH ABOVE. KITCHEN O I 3"0STACK(9FU) — LIVING ROOM 2°0(2FU) FROM ABOVE z z°0 BATH DINING W.I.CL. /` (s OH We b I2"OVW ROOM. ( US TO SERVE S. / 3"0 AREA;4.532 KS 30 GALLONS t-112" 2"0 SQ.FT. I 3"OSTACK \\ i"0(7FU) 4"0(21 FU) 3"0(71FU) (9-) \ Q)OH BATH& KS. 3"O(9FU) r \— i _1/2.'0 3"0V(R \j 3/4"0 RDL(US) DOH DOWN TO BFU) • • 2"OVTR _ —O FROM EWH. L 01 OH DOWN T SERVE L4V. DOWN TO 3"O(10FU) 13"0(3FU 'O 80 GALLON C '�� 0 i I 1-1/4"0 MSOV ' W.I.CL. 2"mVFR 3"0(12FU) 4"0(21FU) SERV£BATH. 3"m(7FU SERVE LAV. ❑- —-__)- 3"0- IN VERTICAL. "OVFR _ 1-i/2"m 7-1/2"m Q9 OH 3QOH _ —_— —_— DOH _—_—_ / � _—_— MH BATE ®OH"� 4"0(49FU) CO UP J --- JJ L L 1 ERVE WM.O V Cj OUP TO 2"0(1 FU) I ��2`0(117U) SERVE BAT 4"OF.C.O ABOVE. zw FOYER 2"O(3FU) AC.OBREAKER. 2'0(4F) STAFF .TYPICAL) PERMIT SET 2"0(2FU) I 3" B U) 4"0(49FU) TO BE CONNECTED TO SEPTIC ST DQOH TANK (SEE P-1 FOR CONL) ISSUE DATE:09-26-06 SH ATH FROM W(UG) SIDE PROJECT No.: WC 3" I DRAWN BY,A.S. 2"0 D APPROVED BY:J.A.M. I 2"OVIR 112"OH6 W/314" OOH DOWN TO 3OERVE DDB VAC. BREAKER. SERVE SH. TUB, &HB. ?/ I 2 CAR GARAGE 314"THICK (MIN.) TEMPERATURE AND PIPE TO OUTSIDE OF PRES. RELIEF VALVE BUILDING&DISCHARGE JL 6"ABOVE GRADE - W/AIR GAP All DRAWING AND WRITTEN MATERIALS SHUTOFF PORTE COCHERE VALVE HEREIN CONSTITUTE ORIGINAL WORK OF �UNIO THE ARCHITECT AND MAY ONLY BE UNION DUPLICATED WITH THEIR WRITTEN HEAT TRAP PER ELECTRICAL - �- ENERGY CODE JUNCTION BOX SEAL: ELECT. HOT WATER CONN. SUPPLY LINE EMBLEM AND RATING PLATE /D - E WATER PIPING S17.E-2 ELECTRICAL SIGNATURE: ACCESS PANELS p © 1/2"0 CW/HW GALV STEEL (24G i/2"0 CW WATER HEATER DRAIN VALVE OF OO ® 314"0 CW,1 12"0 HW PAN(OMIT ON HOSE ® 3/4"0 CW/HW GROUND FLR,) CONNECTION E ® 1/2"0 HW 1-1/2"DEEP SHEET TITLE: 3/4"0 CWS Q) 1"O CWS g ® 3/4"0 HWS 1"0 MIN. ° ® 1"0 CWS 1112"0 HWS PAN DRAIN PARALLEL SCALE: ® 1-1/4"0 CWS P&T RELIEF SCALE:AS SHOWN -/ H6�f;PmOmD6 P6°®m0mm (a 1"m cws/1/2"s;Hws v _ © '-'/4°m CW,,/rm HW HOT WATER HEATER DETAIL N.T.S. P.E.No 53288 SHEET No.:1 Jose Antonio Mendez. N.T.S. GROUND FLOOR PLUMBING PLAN Professional Engineer Beam m a u -2 r EWH#1 CAPACITY 30 GALLONS, ENERGY EFFICENCY 0.93 MIN. SCALE:1/4"= 1385 G°xl Way'oils R2°3 M'enl.FL 33Ua P°0PQ°®cam06 1'-0" pH(303�S1A8M FA%(30.9)& 1 9T 3 EWH#2 CAPACITY 80 GALLONS, ENERGY EFFICENCY 0.86 MIN. CA°o°°932' t ARCHITECT: Bellin & Pratt architects , LLC MAXIMUM FLOW RATE AND CONSUMPTION LEGEND: AA26000863 GENERAL PLUMBING NOTES FOR PLUMBING FIXTURES AND FIXTURE FITTINGS FIXTURE CONNECTION SCHEDULE o.H - OVER HEAD 1. ALL WORK SHALL CONFORM WITH FLORIDA BUILDING CODE 2004 DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF LAWS, U.S - UNDER SLAB 285 Sevilla avenue ITEM WATER U.G - UNDER GROUND coral gables.florida.33134 EDITION (F.B.C.20THE FEDERAL ORDINANCES GOVERNING THE RULES OR ORDINANCES. PLUMBING FIRTURE MAX1IIJM FLOW RATE INSTALLATION OF OR PLUMBING SYSTEM. IF WORK AS LAID 7. PROVIDE MEANS "FURNISH AND INSTALL". OR FIXTURE FITTING OR QUANTITY WASTE k WITH CONTRARY TO OR REGULATIONS, 8. 00 A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. SOIL COLD HOT tel 305.447.1927 THE CONTRACTOR SHALL REPORT IN WRITING TO THE LAVATORY, PRIVATE 2.5 GPM O 80 PSI WATER CLOSET 3" 112" fax 305.443.5986 ARCHITECT/ENGINEER. BEFORE SUBMITTING A BID. THE 9. SHOP DRAWINGS: CONTRACTOR SHALL FURNISH THE ENGINEER NOTE: ARCHITECT/ENGINEER. WILL THEN ISSUE INSTRUCTIONS AS WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE LAVATORY, PUBLIC 0.5 GPM 0 80 PSI TUB 2" 112' 112" HOW TO PROCEED. FOR APPROVAL LAVATORY, PUBLIC, METERING WHIRLPOOL 2" 112" 112" ALL PIPES TO DISCHARGE 10. AT COMPLET10�1 P99&RTJVTWdkTPG CONTRACTOR SHALL 0.25 GALLONS PER METERING CYCLE / MIN. 12"FROM STRUCTURE Marshall Bellin AR-5564 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT GIVE THE OWNER AN AS-BUILT SET OF REPRODUCIBLE SEPIAS OR SELF-CLOSING _ NECESSARILY SHOWING IN DETAIL IM TO SCALE ALL OF THE BIDET 1-1/4" 1/2 112" Glenn H Pratt,AIA,AR-9608 MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE SHOWING THE EXACT LOCATION OF ALL INSTALLATIONS. SHOWER HEAD 2.5 GPM®80 PSI STRUCTURAL. ARCHITECTURAL AND SITE CONDITIONS SHALL LAVATORY 1-1/4' i/2- 1/2" GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW 11. PLUMBING CONTRACTOR SHALL PRESSURE TEST ALL PIPING VE SINK FAUCET 25 GPM® 60 PSI DRAWINGS IN LAYING DUE WORK. CHECK DRAWINGS I ALL REQUIRED BY CODE. TEST SHALL'BE WITNESSED AND APPROVED KITCHEN SINK 1_712' 712° 112" PROJECT: f TRADES TO VERIFY SPACES D WHICH WORK WILL BE INSTALLED 70 THE OWNER. URINAL 1.0 GALLON PER FLUSHING CYCLE NOTE:AND MAINTAIN MAXIMUM HEAD ROOM,AND SPACE CONDITIONS DISHWASHER i"hose - - 112" ALL PLUMBING WATER DEVICE RESIDENCE FOR: AT ALL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS 72. THE PLUMBING CONTRACTOR SHALL WARRANT ALL WATER CLOSET 1.6 GALLON PER FLUSHING CYCLE PROVIDE SHUT-OFF VALVE. APPEAR INADEQUATE, ARCHITECT/ENGINEER SHALL IS WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE CLOTHES WASHER 2•• ,/r 1/r' SOLVEIG SEVEN LLC NOTIFIED BEFORE PROCEEDING WITH INSTALLATION, THIS OF FINAL WORK ACCEPTANCE BY OWNER. ANY BREAKDOWN HOSE BIBH CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD OCCURRING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE 1/2- MODIFICATION IN LAYOUT AS NEEDED 70 PREVENT CONFLICT - - - - WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION 13. PROVIDE BATHROOM FIXTURES AS SPECIFIED OR AS SELECTED BY - FLOOR DRAINS 2"MIN. 112" - - 6737 SW 77 TERRACE OF THE WORK. OWNER AND TO COMPLY W/FB.C.2001 SPECIALLY CHAPTER 11. NOTE: SHOWER 2" 7/2" 1/2 PROVIDE WATER HAMMER ARRESTOR MIAMI, FL. 33143- 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. 14, PROVIDE SHUTOFF VALVE FOR EACH FIXTURE. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND/Oft REFRIGERATOR _ _ 112" - _ AT WASHER MACHINES IN ACCESS CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS 15. WHEREVER NOT SIMILAR METALS ARE TO BE JOINED,A DIELECTRIC FIAMMER ARRESTOR: SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING, FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. NOTE: LOCATION. -AMTRCL, MODEL 500 NOTE:PROVIDE ANTI SCALD VALVE O EACH ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT CONFLICTS - INSTALL IN ACC, LOCATION. SHOWER AND TUB EXPENSE TO THE OWNER. N DISCREPANCIES, CONFLICTS, 76. PLUMBING CONTRACTOR SHALL PROVIDE AIR CONNING PLANS - CONNECTION SIZE: 112"NPT PROVIDE WATER HAMMER ARRESTOR NOTE:ALL TRAOS SHALL BE CONSISTENT W/FIXTURE OUTLET SIZE. INTERFERENCE IN OMISSIONS OCCUR BETWEEN DRAWINGS, CONDENSATE DRAIN AND TRAP. SEE AIR CONDITIONING PLANS - HEIGHT: 4-i/2" AT WASHER MACHINES IN ACCESS NOTIFY IN WRITING THE ARCHITECT/ENGINEER IN AMPLE TIME FOR LOCATION OF UNITS AND DRAINS. - DIAMETER: 3-318" NOTE: TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBM17TE0, MAX. PRESSOR: 150 PSI LOCATION. 17.ALL SANITARY FITTINGS SHALL BE DIRECTIONAL TYPE. MAX. TEMP; 200' F MAX. SHOCK PRESSURE.200 PSI ALL TUB AND SHOWER SHALT.BE 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT END FIRST 18. MATERIALS ALL TUB L AND VALVE® 110', (TYPICAL) CLASS WORKMANLIKE MANNER. THE OWNER RESERVES THE A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE TO BE INSTALLED IN CWS AND HWS RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, TYPE "L"COPPER BELOW GROUND AND TYPE "Id"COPPER ABOVE IN HIS OPINION, 00 NOT PRESENT A NLAT AND WORKMANLIKE POINT FOR EACH GROUP OF APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE GROUND. HIGH HIGH P SERVICING. IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING,AT B. COLD WATER PIPES INSIDE OF SLAB SHALL BE TYPE "K"SOFT THE SOLE EXPENSE OF CONTRACTOR. COPPER INSTALL INSIDE POLYETHYLENE CONDUIT. NO JOINTS PERMITTED INSIDE SLAB. NOTE: 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS C. SANITARY WASTE AND VENT 4"0 AND SMALLER SHALL BE PVC, ALL SANITARY PIPE 2 1/2"O OR SMALLER ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SCHEDULE 40 SHALL RUN® IPE SLOPE PER L.A SUITABILITY OF THE WORK OF OTHER, TRADES OR OTHER 3" LL LARGER® 1SLO SLOPE PER LET. CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR 0. STORM LINES INSIDE BUILDING SHALL BE P.V.C. SCHEDULE 40 SHALL REMOVE AND REPLACE, AT HIS EXPENSE, ALL PLUMBING E. IN COASTAL AREAS ALL SANITARY AND STORM PIPING OUTSIDE WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. OF BUILDING SHALL BE SCHEDULE 40, PVC. F. CONDENSATE DRAIN PIPE SHALL BE SCHEDULE 40, PVC PIPE& 6. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FITTINGS. - FEES, PERMITS,ASSOCIATION DUES. ROYALTIES AND TAXES OF G. WATER HEATER RELIEF AND DRAIN LINE SHALL BE TYPE "L"COPPER, WHATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALL ALSO MIN. 314"DIA. PAID ALL THE INSPECTION FEES AS MAY REQUIRED BY LAW OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY WATER PIPING SIZE-2 © 1/2"0 CW/HW ® 7/2"0 C ® 3/4"0 CW 1/2"0 HW Q 314"0 CW/HW 1/2"0 HW (D 3/4'0 CWS r ® 1"0 CWS RAILING ® 314"0 HWS ® 1.0 CWS 1112"0 HWS 0 1-114'0 CWS i 1 1"0 CWS/712"O HWS BALCONY © 1-114"0 CW,1 12"0 HW BALCONY Ei PERMIT SET ISSUE DATES 09-26-06 PROJECT No.: - DRAWN BY:A.S. APPROVED BY:J.A.M. L BA 1-1 z`m OPEN TO BELOW BEDROOM 2 1 2 BD 3"OSTACK(7FU} (DOWN IN PART. BELOW) O' WC BATHROOMR 3"05TACK 9FU) 2"mVTR I BELOW. (DOWN 1 PART. BEDROOM] BELow m 3"m(9 ) L -//2"0 2 0�nB 1 ALL DRAWING AND WRITTEN MATERIALS I BA7"FI HEREIN CONSTITUTE ORIGINAL WORK OF THE ARCHITECT" N SH \� 3•'0 2 DUPLICATED WITH HEIR WRITTEN c 2"OVTR CONSENT. o RAILING j WC SEAL: HALL 2,. \ RAILING RAILING o DOLLN __ OPEN TO SIGNATURE:�j BELOW SHEET TITLE: Pem�mu®� Al', SCALE: o¢¢m¢momee SCALE:AS SHOWN P.E.No 53288 SHEET No.:1 SECOND FLOOR PLUMBING PLAN Jose Antonio Mendez. Professional Engineer ® 0 m m 0 s P-3 SCALE:1/4"=1'-0" aSCOa #l3 WaySUlbMUmI,F 33145 Pmm¢¢9mOm69fl PM�(305)0549811 FPX(3Q5)055:]9] mom mum 6mmP. Iaee0l tBQQeol.aom CA fA3093}4 • ARCHITECT: Bellin & Pratt architects , LLC AA26000863 285 sevilla avenue coral gables.florida.33134 tel 305.447.1927 fax 305.443.5986 ROOF ` Marshall Bellin AR-5564 E BELOW b4.4• Glenn H Pratt,AIA,AR-9608 I ., PROJECT. A RESIDENCE for ROOF STEEL RAILING R.41LMG - - SOLVEIG SEVEN, LLC. — �� CO (SEE StrtWGeJ BALCONY 6737 SW 77 TERRACE �'Nr.wa.LL _ B LCONY 2--D' 3"9' 3'-r 3'-9' r-s' 3'-4' r_r 2'-2' b'-4• 2'-r r-m' MIAMI, FL. 33143 ------------- . X setco>Fr ease: aeo ti ti Io `I �,IV I© ILK -- ----- Rk o \ -S Q1.F1' a. BsLCONY ease i lee / � I — -- ------- -- -- �' - V-ID'I \ 2'-2• 51_4. 2'-2'�.\1'-S•I © ® �•). X / I — L COL C I A. OPEN TO BELOW\ \ BFROOM/�2/ /7 ----- --- m ,2--- -------- ----< // // /C RE 128 \\�/— @ S O — — \ m I / BEDROOM 1—y 9 e'"9' Q FT. � e'-4 W 4, -- \\ e i m m Aq \ BATHO I $3 RAILING pp !m 4• '_° �'_e 'q MEZZANfN _ // j RAILMG\ /// RAILMG ------ --y " 9PEN ITU r-- ----�' --——— PROGRESS A I /BELO \\\ I ---- // \\ ISSUE DATE:10.01-06 I I I PROJECT No.: 1 m DRAWYN BY:E.D. \\I APPROVED BY: �— ------ ---- —�i I / \\ I I C-- ------------ ----\� ' I ROOF ALL DRAWING AND WRITTEN MATERIALS -\ I BELOW HEREIN ARCHITECT AND M NAL WORK OF \\\ THE ARCHITECT AND MAY ONLY BE DUPLICATED WITH THEIR WRITTEN CONSLLLL I i PORTE % SEAL: 00c4-epm / \ PROOF NERAL CONTRACTOR SHALL COORDINATE ALL UTILITIES LOCATION I %/ Z TO COMMENCING HI8 WORK TIERAL CONTRACTOR SHALL GRADE ALL WORK TO ASSURE ALL RUN-OFF WATER REMAINS WITHIN SITE BOUNDARIES. LEGEND I @CHITECTURAL DATUM ELEVATION 0'-0' . 41613'NG.VD. SIGNATURE: ONTRACTOR SHALL SUBMIT COMPACTION TEST REPORT I NEW CQtG MOCK RE STARTNCs CGNSTRUCTION WORK CONSTUCTION NEW GYP.eoa�iaTL. PA RATE PERMIT AND PRODUCT CONTROL APPROVAL ♦ Stun PARrinal SHEET TITLE: DRAWINGS,WHEN APPLICABLE,ARE REQUIRED FOR THE FOLLOWING: STUD NG CONSTRICTION FLOOR PLAN -TURAL GLAZING,WOOD TRUSSES,DOORS,GARAGE DOORS,ROOFING,AWNINGS, EXSTW. _VENTILATION,Cl1RTAIN WALLS,MULLIONS,SIGNS,WNDOWS,PRECAST SYSTEMS, NEW CONC COL SCALE:TO FdaIAN RAILS,RAILINGS,FENCES,GLASS WALLS,STORM SHUTTERS,STEEL JOISTS STOREFRONTS. :r ARCHITECT: [285 ellin & Pratt MEDIAN HEIGHT ''^�'-• chitects, LLC t2 rn ntf un u'vt a t� r �n,�rLr r -�. - n>n-^u"1 zr ^uvL u zr,' �h, r t?- 6000863 i - - - - - - - - 51 2. ''251��-L°•^.J'tfL ,V%^�Tri-T5' J"Lrryl't.fi.�'kt1"�A^!J"L '"U"I.!'1.''L`1.rLl'tr't:'11'iSTJ"..rV'+J"1� ..,�fl. "'t��"t_f�'�. � 12 �-{�n'.'';, ;ter,-`-,g'"iz-;-''v G-z• I :::,=-''`" J^� 'n:^�r.J nJ" '-r.' .z;_ '�-;' I S Sevilla avenue TOP OF BEAM T l!l1l � . .r .r't:1J ^^ Jt..l'. L+" Ji - rLJn.• .Jl"„ "1 .Z"L J-L = `= l gables.florida.33134 tel 305.447.1927 SMOOTH STUCCO I I •/ fax 305.443.5986 CONC. Marshall AR BLK.WALL -5564 —K Glenn H Pratt.AIA,AR-9608 Wi WD.CRIKEr PROJECT: ffLJJJ""���,,, LI' 1, �'I••1_' .,y-' .. ® I� v —12 STONE 4 A RESIDENCE for TOP OF BEAM L II r' Mornnos I r SOLVEIG SEVEN, LLC. ---- ' ":�`- '�°•� ��•= � ^�.:-:. 6737 SW 77 TERRACE i MIAMI, FL 33143 (KEYSTONE �% ^� .�,�., � II�� _ MOLDING 1 G 1rn1 \iA��(i A�'; h1 SURF OUNTED SMOOTH STUCCO �-I ILJL_I I I SELE ID BY —MO�NCE b; ON B' CONIC. i LIGHT FlXi.AS i I� BLK. WALL j ❑1! OBE _ —STONE j.: MOLDINGS o F.ELEY —TEXT. Front (South) Elevation SCALE: 1/4"=1'-0° STUCCO 12 —�5 v ,2 J J J L 31 ,2 _ 5 TOP OF BEAM I MOLDING E III ® © �' © SMOOTH I 12 SMOOTH STUCCD f I 12 PROGRESS 4 TOP OF BEAM -L.^M .- � ISSUE DATE:8.6A4 I, r,�Y .. LJ PROJECT Na.: �I DRAWN BY:E.D. APPROVED BY: cl SMOOTH i_ I \STONE ® -KEYSTONE STUCCO I MOLDINGS �i II' MOLDING I J II ��i� I ALL DRAWING AND W RITTEN MATERIALS 'F 2O' HEREIN CONSTITUTE ORIGINAL WORK OF THE ARCHITECT AND MAY ONLY BE Rear (North) E I e va t i o n SALE 1/4"=1' DUPLICATED WITH THEIR WRITTEN NT SEAL: ROOM FINISH SCHEDULE \ ' e ROOM FLOOR BASE WALLS CEILING CLG. HT. REMARKS ( ,I - ' Fl7YER TILE 54'WOOD O.W'.(PAI TERACE TIC S TILE BR(PAINT) W-6' .I • MASTER B STUOm N/A TILE 5i WUO D.W.(PN WJ.CLOSEfS BR(PAINT)TIC B'� SIONATU Rfi: \\�� MASTER BATHROOM TIIF 'WOOD D.W.(PAINT) BR(PAINT) e'-6' II SK•WOOD W.R D.W/RLP BR(PNNn B'-B' '-0'TILE WAINSCOT(6'-0'a SHOWER) BATH TIC , =- DEN TILE 54'MOOD W.R D.W/TILE- BR(PAINT) 9'-B'. '-0'71LE WAINSCOT(6'-0'a sLawER) LMRC ROOM TEE 54*WOOD D.W.(PAINT) YP.BR(PAINT) SHE ET TITLE: DINING ROOM TILE m'°Wow D.W.(PAINT) .BR(PAINT) W-B' ELEV. '.I. BM M 1 _ m,WOOD D.W.(PNNT) BIL AIM» B'_B• BEDROOM 2 TILE BY WOm D.W.(PAINT) P.BR(PLANT) B'-s' SCALE: T' STAF TILE 51S'WOOD D,W,(PAIN7) OR(PLANT) B'-s• SCALE:1/4°=1'-0" TtLE Sh'WOOD D.W.(PAINn STAIR THE BR SHEET Na.:•I MEZANNINE ` WOOD O.W.(PAIN'h BR (PAIN7) B'-6' TILE SYt'wow D.W.(PAJ BR(PANT) V-B' BALCONY TILE D)f'TI F Cn lrrn .•.. .... A ARCHITECT. -` [285 ellin & Pratt get r � —1s rchitects , LLC 26000863 TOP'OF BEAM ,-�� '; ''lT� � "L7 n (, Sevilla avenue al gables.fl, .33134 © tel 305.447.1927 fax 305.443.5986 IN� moLOE a D Marshall Bellin AR-5564 � i.J"u"u° 4F- ;.-�: ^ ]4 Glenn H Pratt,AIA,AR-9608 PROJECT: MMO�OW. A RESIDENCE for SOLVEIG SEVEN, LLC. STONE MOLDTNG8 6737 SW 77 TERRACE .o MIAMI, FL. 33143 ® STONE < I MOLDINGS FA ENV - - - - - - -- - - - "� I � � TEXT. STUCCO �D STUCCO Left (West) Elevation SCALE: 1/4'=I'-0' Q �v WINDOW SCHEDULE DESCRIPTION DIMENSION FRAME 12 REMARKS —�5 MATERIAL FlNISH o ____ TOP OP BEAM 57'7(48' ALUM. ESP TRANSOM ____ 27X59' ALUM. ESP TRANSOM 48'X60' ALUM. ESP ____ 22'X22' ALUM. ESP _-__ 60'X88' ALUM. ESP TRANSOM :y KEYSTONE SLIDING 48'X48' ALUM. ESP 12 MOLD94G ____ 36'X36' ALUM. ESP 41 0 . --__ 28'X82' ALUM. ESP SLIDING 36'%38' _. r � ^ ... ALUM.-. . .. .. ESP.. ..._.. 30'X PR 12 OGRESS 36' ALUM. ESP .. �4 M ISSUE DATE:9-"e---- 38'7!82' ALUM. ESP TOP ff EEA ---- 60"%60' ALUM. PROJECT No.: ESP ---- 28'X36' ALUM. ESP DRAWN BY:E.D. APPROVED BY: KEYSTONE LL WINDOWS AND DOORS MUST MEET PRODUCT CONTROL APPROVAL m MOLDMG 4CTOR SHALL SUBMIT N.O.A. ATTHE TIME OF SUBMITTAL FOR PERMIT. B ❑ LL WINDOWS AND GLASS DOORS, ARE IMPACT RESISTANT. FIB Right (East) Elevation ALL DRAWING AND WRITTEN MATERIALS SCALE: 1/4'1/4'-1'-0* HEREIN CONSTITUTE ORIGINAL WORK OF THE ARCHITECT AND MAY ONLY BE DUPUCATED WITH THEIR WRITTEN SEAL.• DOOR SCHEDULE NO. LOCATION wpm HE SIIZE TNICR TYPE MATERIAL FlNISH THRESH. JAMB REMARKS i' 1 FOYER 2-3'-0' FULL LTTES \ / AL. GL ANODIXED ALUM. ALUM. ALUM. AS SELECT. BY OWNER 2 HAL MASTER BDR. —T- —a- 2-2'-8' 8'-8' 1-3 8' PNL WD PAINT 3 VARIES WD. % 2-2'-B" 8'-8' 1-3 4' FULL UTES AL GL PAINT ALUM, ALUM. SIGNATURE: \-�� 4 FAMILY ROOM 2-2'-2' 6•-8' 1-3 4' FULL UTES -I ALUM. r I S VARIES 2-3'-0' 6•-8' 1-3 4' FULL UTES AL GL PAINT ALUM. 2 SIOELITES WITH 16' 0 I 6 DEN CL ALUM ALUM. c Y _ 61 _ 2-2'-B" B'-8' 7-3 8' BI FOLD WD. PAINT d1 i ®i 9 I e II 9 I vt 7 OEN A:BATH 2•-10' 6'-8' 1-3 B' PNL WD. PAINT - WD. SHEET TITLE: in I 2•-8' 8•-8' 1-3 B' PNL WD. PAINT WD. I 8 8 MASTER 84TH y_3. j---i 4�_m. - - �_ I � 9 VARIES 3._0• WD. ELEV. 6'-8" 1-3 B' PNL �,_ I 10' 4�_g• 4,_0. —� —i- --5� 10 VARIES • PAINT WD. -!----y- ----+. i. °��-m' 2'-4• a 5'-m• 2'-6' g'-2' 2�-6' 6'-8' 1-3 B' 5_m• 4 11 BATH PNL WD. PAINT WD. SCALE: 0 O 0 , ® 12 W.I. CL z'-8' 8'-8' 1-3 4" FULL UTES AL GL PAINT ALUM, SCALE:1/4"=1'-0" 13 BR.CL 2-1-8° 6'-8' 1-3 8' PNL WD. PAINT yam, 14 A/C CL 1'-4' 6'-8' 1-3 8' PNL SHEET NO.:4 I� WD• PAINT OWs Elevation 3' 6' 1-3 BI-FOLD SCALE: 1/d'al'�OJ' tc _ GENERAL NOTES ARCHITECT: 1 - ALL WORK SHALL BE IN COMPLIANCE WITH THE F.B.C. FLOOD LECxEND LATEST EDITION AND AMENDMENTS AND ALL Bellin & Pratt APPLICABLE STATE, LOCAL REGULATIONS AND Residential New Construction architects , LLC ORDINANCES HAVING JURISDICTION OVER THE AA26000863 SOIL TREATMENT STATEMENT PROJECT. ADDRESS: 6311 SW 11th TERRACE 2 - CONTRACTOR SHALL VISIT THE SITE DURING BIDDING: 285 sevilla avenue PROVIDE SOIL FUMIGATION AS REQUIRED BY FLORIDA BUILDING CODE-SECTION 1816- TO VERIFY EXISTING CONDITIONS Coral gables.florida.33134 FOR TERMITE PROTECTION.AREA TREATED SHALL INCLUDE BUILDING FOOTPRINT,PLUS 3 -'CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY LOT: 8,9,1 0,11,12 BLOCK: 4 PLAT BOOK: 12 PAGE: 49 9 ADDITIONAL V-0•AROUND PERIMETER WALLS. DISCREPANCIES FOUND FOR CLARIFICATION, PRIOR tel 305.447.1927 CONTRACTOR SHALL SUBMIT CERTIFICATE OF COMPLIANCE ISSUED BY A LICENSED PEST DISCREPANCIES fax 305.443.5986 P EXECUTING HIS WORK.CONTROL COMPANY USING LANGUAGE DESCRIBED IN REFERENCED FLORIDA BUILDING HIGHEST CROWN OF ROAD ELEV: I1.62 FT.NGVD.HIGHEST CROWN OF ROAD ELEVATION CODE SECTION. 4 - CONTRACTOR SHALL MAINTAIN THE SITE CLEAN AND WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEY,OR A CERTIFIED SURVEY PREPARED BY: Marshall Bellin AR-5564 FREE OF DEBRIS AT THE END OF EACH WORKING DAY F.NAIL (No ID-) R O L ROBERTO R BRIZUELA PLS LIC.M 3064 Glenn H Pratt,AIA,AR-9608 125'-m'ReM. (NO ID.) A PROJECT: Is'-2' n'-4• 11-2' 21'-4' jtoo 13..6. LOWEST FLOOR GARAGE/STORAGE ADJACENT GRADE SWALE AREA ELEVATION FLOOR ELEVATION ELEVATION ELEVATION A RESIDENCE for t a i SOLVEIG SEVEN, LLC. I , I PROPOSED 11,83 FT.NGVD 11.63 FT.NGVD 11.10 FT.NGVD FT.NGVD LANDSCAPED 6737 SW 77 TERRACE -- ---- • AREA a I MIAMI, FL. 3 4 Q I I-�SOAPED R4_g. v ALL ELECTRICA,MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD I ELEVATION CBFEJ I M 0 POOL c b ALL AREAS BELOW Br-.E.SHALL BE PROVIDED WITH A MINIMUM OF TWO(2)OPENINGS HAVING A I' POOL ON. m TOTAL NET AREA OF NO LESS THAN ONE SQUARE INCH OF OPENING FOR EVERY SQUARE FOOT - OF ENCLOSED AREA SUBJECT TO FLOODING.THE BOTTOM OF THE OPENING WILL BE NO HIGHER 1'- 2W-m• THAN ONE (I)FOOT ABOVE GRADE AND LOCATED ON DIFERENT SIDES OF THE ENCLOSED EXIST J I AREA.OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS.FLOOD RESISTANT • SEPT. POOL MATERIALS WILL BE USED BELOW B.F.E. TANK ----------- DECK I LOT 19 I TO BE r I ALTERNATIVELY,SEE A CERTIFICATION BY P.E.ON THE PLAN LOT I NOTES INDICATING THAT THE DESIGN WILL ALLOW FOR THE AUTOMATIC EQUALIZATION OF BLOCK I '' rJ LJ LJ -----------" `J ` L t BLOCK: HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS. BALCONY BALCONY II 4 I' THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT PROPERTIES.WHERE NECESSARY, INTERCEPTOR SWALES WILL BE CONSTRUCTED ON SITE WITH I _ NO ENCROACHMENT OVER ADJACENT PROPERTIES. �a 0'-0' - 1233 FT.NGVD A/C OND. 'yr- FIN.FlRST FL.EL.0'-0"=+12'-4'N.C.V.D. I Ot i'G ' a W NEW Two STORY ® SITE DATA A%c c I RESIDENCE 7385 I m ZONING DISTRICT: RS-3 a ``' REQUIRED PROVIDED LOT AREA 10,000 a.f 15;625 S.F ` t L I FRONTAGE 15'-0"CMin.) 125 S.F t SETBACK—HOUSE FIRST FLOOR I I I _ PROGRESS FRONT 25'-0° 25'-0' ISSUE DATE:10.01-05 I I 1 1 8B a Tad-I I REAR 25'-0" 21'-4" PROJECT NO.: I I II I L------------ J I III I EAST SIDE l'-6' 13'-0' APP • APPROVED SIDE o I SETBACK—HOUSE SECOND FLOOR PO a .'. I n a .~ FRONT 25'-0' 46'-6' REAR 25'-0' 44'-0' 5_m• r I I EAST SIDE 15'-0" 21'-0" DRAIWELDC1214 - i I WEST SIDE 15'-0' SETBACK—POOL FRONT 25'-0' 46'-6' ALL DRAWING AND WRITTEN MATERIALS REAR 12'-6" 12'-6' HEREIN CONSTITUTE ORIGINALWORK OF Q 9 THE ARCHITECT AND MAY ONLY BE .' 12'-m'' 23'-2• 12'-0.' I EAST SIDE 101-01 46'-0' DUPLICATED WITH THEIR WRITTEN I LANDSCAPED `•' a� LANDSC D I CONSENT AREA AREA WEST SIDE 10'-0" DRr4EOAY SEAL: MAXIMUM HEIGHT (TO MEDIAN ROOF) 25'-0° 24'-0' \\ IQ 21'-4 Is'm MAXIMUM BUILDING COVERAGE �.` 309. OF 15025 = 4,681 S.F. 4,683 S.F. !// ! 5 GRAVEL 1"WIR.SERVICE UN /i'./ r"�j��: 4 I \ F.NAIL DRIVEWAY - TD IXISr.waTER MAI F. AIL 1st FLOOR BUILDING AREA (NET) N/A 3,826 S.F. /%� !�-� 29'm' --,,. '.� tNO IDJ t D 14 13:12/1110;9'.,18% 7 8 3 al i y — — — — — — — — — — — — — — — — — IMUM 2nd FLOOR AREA (NET) %,%;% i'ii:• SIGNATURE: _ d 12W-m•RIM. i:1 %�j i'% 2 '� i is i A 601 OF 3,82(.0 2,295 S.F. 1,590 S.F. �I / i t MAXIMUM IMPERVIOUS WATER MTR 160' c® a' � (BUILDING FOOTPRINT, POOL & DECK, & A/C) ._--------------- _____ 1 SHEET TITLE: 2'WIR.SERVICE LINE PAfaMCIUAY PARKWAY 40% OF 15,625 = 6,250 S.f. SW 77th TERR. 1 ROOF. /SITE PLAN TO EXIST.WATER MAIN 1053 $f SCALE: � � HOUSE 4,683s.f. • r 3 ;r Roof / Site Plan POOL 8 DECK SCALE: 1/8" = V-0" POOL EQUIPMENT 16 s.f. SCALE:3/32"=1'-D° ND. 40 S.F. Location Map SHEET No.:1 TOTAL AREA 6,394 s.f. N.T.S. g S. W. 77th. Ter race ti Al —_—_—_—_---_ _ _ _---_ - — LEGAL DESCRIPTION: 50'-0' TOTAL RAU Lots 8,9,10,11412 Block 4 of West Larkin Park subdivision,according to the Plat thereof as . recorded in Plat Book 12 Page 413 of the Public Records of Miami-Dade County,Florida I> ARCHITECT' Beilin & Pratt a r c h i t e c t s; , LLC AA26000863 2. 1. 1. 2'-2- -1------- -1 W-4 285 Sevilla avenue coral gables.florida.33134 I tell 305.447.1927 POOL F fax 305.443.5986 Yt Marshall Bellin AR-5564 Glenn H Pratt,AIA,AR-9608 CONC. DEC -2' 1'-2 -4- -0- -4- PROJECT' ! FLAT A RESIDENCE for f- ABOVE SOLVEIG SEVEN, LLC. B 6737 SW 77 TERRACE MIAMI, FL. 33143 ---——————— ———————————I— y cr. .-a. 2'-2• OW-4• 2'-2- 11-1. I I STEEL COL. F BEDROOM lo (SEE STR D11419.) COVERED COVERED 2 MASTER 2'-2•E2�� 1--b- H @) -� L Du ST --T I.. -4z w- rla.) y EEL C (SEE ST ------------ - Bp-CL. F 4.-.. W-2. 14-1 4 211-01 KITCHEN S'CHU.WALL ABOVE LIVING ROOM D DINING 2 ROOM. W.I. CL. DEN — 4 1' 11' 0 BATH AREA 4,532 SQ. FT. or T LL= 4b 12\\\ T- ABOVE 0 ------- --- - u b c FA/C] 10 L==--J Z W.I. CL. B H PROGRESS UP ISSUE DATE:10-01-06 PROJECT No.: BY.E.D. fi MASTER ftj APPROVED BY: 0�) BATH (D IQ 4. STAFF Tm rm lei j L nQ 614- F TTITITFITNT I I I I I I \r---_---- --- -mom I ALL DRAWING AND WRITTEN MATERIALS TITUTE ORIGINAL WORK OF CONS HEREIN THE ARCHITECT CHITECT AND MAY ONLY BE DUPLICATED WITH THEIR WRITTEN CONSENT. SEAL: OW-4' W-4' LEGEND NEW C4211C BLOCK c SIGNATURE: CONSTUCTION NEW GYP.SOARD/STL. STUD PARTITION ONSTFILICTICI EXISTWIC TO REMAIN _ t SHEET TITLE: EXIST./DEMOLITION —r—ANEW Coma -------- NJ SCALE: e e SCALE:1/4"=V-0" Ground F�oor Plan ---------------------------- SHEET No.:2 SCALE: 1/4" 1'— W.O. 7-- Li A2--- Sf ARCHITECT: Bellin & Pratt architects , LLC AA26000863 285 sevilla avenue coral gables.florida.33134 tel 305.447.1927 fax 305.443.5986 Marshall Bellin AR-5564 Glenn H Pratt,AIA,AR-9608 ROOF E BELOW 64-4' PROJECT:- j A RESIDENCE for SOLVEIG SEVEN, LLC. .�--------- ---- ° 0 6737 SW 77 TERRACE e RAILING L L_J L_J RAILING ° MIAMI, FL. 33143 ° STEEL BALCONY -__-- BALCONY X----- ---BE OWL `i'�.-. ( CBEE STR WGSJ 42'HT.WALL..-.-...� F7 ---------.--- ti �9\I' V-11' �O3 9' lO 2' ©3-9' ©' i/3\4�. 2 — 2 2• BALCONY AREA 1— 2' 2'-0' _ BBALCO AMA 160 �y — ———— — y --- --- —= --! -- -------- o 9-0• 12_2. W-4' -' 2'_2. -8' _ �� 1''•�. ———— —L COL. I I I I W. I I, � II e i BATH \`\ \`\ I� OPEN TO m \ \ \ ABObE BELOW BF,k�R00M/ 2 -- °� ----- ------ ------ REA - 1,228 SQ. FT. m --------�' _ S._9. 9'-4' u' a• - .B - \ e -----6�-m�--- e• I i BEDROOM i BATH ( a m III / RAILING t--- ---- -- a-\ ` ��m' ° MEZZANfN — 16 ROILING\ � RAILING v \`\ ` - I .. 1---' �I ° D --r-- PROGRESS — --------O T O L------�/ // �\ \\�'--- \`\-------\-y PROJECT Mo.: 10.01-OB -- I IL--I-- ----- --- B'-0' ------____T-b'—_ DUI_. /QPEN TO\\ // \\ DRAWN BY:E.D. 4 j ----' -----i— - I- / BELO \ / \ li APPROVED BY: i t � I I I 11 IIIHIIIIIII 111727 ------------------------ I ALL DRAWING AND WRITTEN MATERIALS HEREIN CONSTITUTE ORIGINAL WORK OF J THE ARCHITECT AND MAY ONLY BE ROOF %- DUPUCATED WITH THEIR WRITTEN BELOW CONSENT. - SEAL: NOTES FORTE j _ GOCHERE —� I- GENERAL CONTRACTOR SHALL COORDINATE ALL UTILITIES LOCATION IBE OWL PRIOR TO COMMENCING HIS WORK / 2- GENERAL CONTRACTOR SHALL GRADE ALL WORK TO ASSURE LEGEND. SIGNATURE: � 'a THAT ALL RUN-OFF WATER REMAINS WITHIN SITE BOUNDARIES. I i 3- ARCHITECTURAL DATUM ELEVATION 0'-0' _ .1623'NG.V.D. /`/ GNEW=KUGC !MOCK $x 4- CONTRACTOR SHALL SUBMIT COMPACTION TEST REPORT NEW GYP.TITiON STL. � BEFORE STARTING CONSTRUCTION WORK. j� STUD PARTITION SHEET TITLE: 5- A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL A FLOOR PLAN "s SHOP DRAWINGS,WHEN APPLICABLE,ARE REQUIRED FOR THE FOLLOWING: I EXISTING CONSTRUCTION STRUCTURAL GLAZING,WOOD TRUSSES,DOORS,GARAGE DOORS,ROOFING,AWNINGS, TO REMAIN a RIDGE VENTILATION,CURTAIN WALLS,MULLIONS,SIGNS,WINDOWS,PRECAST SYSTEMS, NEW CONC.COL. SCALE: HANDRAILS,RAILINGS,FENCES,GLASS WALLS,STORM SHUTTERS,STEEL JOISTS SCALE:114"=1'-0" • AND STOREFRONTS. SHEET No.:2 6- SOFFIT AND/OR RIDGE VENTILATION REQUIRED TO PROVIDE ONE SQUARE FOOT A Second Floor Plan OF VENTILATION FOR EVERY 150 FEET OF ROOF AREA. g I- TRUSS DRAWINGS MUST BE APPROVED BY THE MIAMI-DADE COUNTY BLDG.DPT_ SCALE: 1/4" = 1'-0" A 3 F I3 ' ARCHITECT. Bellin & Pratt architects , LLC 12 AA26000863 5 5 285 Sevilla avenue roP of BEAn coral gables.florida.33134 - - - tel 305.447.1927 fax 305.443.5986 SMOOTH +47.8 pal +47.8 pat +50.1 paf Marshall Bellin AR-5564 m STUCCO ON e' -521 of -521 of ® 54. of 1 811 1 Glenn H Pratt,AIA,AR-9608 +50.1 psf WALL BLK C © TYP. s1 12 MOLDING 1 8 PROJECT: +50.1 ps} D10.GRIKET 4� +48.3pa} -871pef 12 4 A RESIDENCE for MOLDI 526 er SOLVEIG SEVEN, LLC. TOP OF BEAM 6737 SW 77 TERRACE MIAMI, FL. 33143 +50.1 paf LKEYBTONEj 81 KEYSTONE -54.3 of MOLDING 'Ybti' / MOUNI D MOLDING SMOOTH SELECTED TTED BY ii STUCCO ON B' STONE S ®_ COW_Em-K MOLO94G8 WALL / +5Q•Lpaf +50.1 paf -54.3 at / '' 54. af 54.3 sf +49.7 paf +47.2 paf TEXT. -529 of -51.5 sf 8NGG0 Front (South) Elevation SCALE: I/4' -0' �9 12 12 9� �5 TOP OF BEAM_ _ _ _ _ _ +48.5 pef + p +4'.5 + .5 p + pa +48.5 paf -52.7 sf + sf - - f of -52.7 of 7T7 1E KEYSTONE. 6 +47. sf 1-b' SMOOTH 12 MOLD> H © K © -52. f STUCCO 12 PROGRESS 4� STUCCO �4 ISSUE DATE:9-5-06 +48.5 pa PROJECT No.: TOP OF BEAM -52.7 of 1 2ND. DRAWN N BT:E. . F SLAB - - APPROVED 8T: © KEYSTONE STONE MOLDING m SMOOTH +50. of MOLOMGS STUCCO -54. of + psf +4 psf + psf +4 paf -5 sf -5 of -5 sf +48.6 paf -64.2 of -5 of F.F.ELEV ALL DRAWING AND WRITTEN MATERIALS HEREIN CONSTITUTE ORIGINAL WORK OF +48.4 psf +4&4 psf 2�_m. +48.5 psf +47.8 paf +48.5 paf +48.4 psf +48.5 paf +48.5 pef +47.8 paf +48.6paf THEARCHITECTANDMAY ONLY BE -63.7 of -83.7 of -52.7 of -521 s} -527 of -63. of -52.7 of -52.7 sf -$2.1 of -52.9 of DUPLICATED WITH THEIR WRITTEN TYO A4 Rear (North) Elevation SCALE: 1/4'e1'-0' SEAU WINDOW SCHEDULE BURGLARY INTRUSION NOTES 4. JAMS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS BE MARK DESCRIPTION DIMENSION MATERIALE FINISH REMARKS RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF A ---- 547147' ALUM. ESP TRANSOM 1. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE LOCKS AND LATCHES. SIGNATURE: b KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 B ---- 27x59• ALUM. ESP TRANSOM s POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF KEY-IN- 5. SINGLE SWINGING EXTERIOR DOOR IF WOOD, SHALL BE SOLID C ---- 48'XBO• ALUM ESP ;t THE KNOB LOCK IS USED THERE SHALL BE AN AUXILWRY SINGLE CORE OF NOT LESS THAN 1 1/8" THICK. D ---- zz'x22° ALUM, ESP DEAD BOLT WITH HARDENED BOLT INSERTS. 6. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN E ---- 56'XBS' ALUM. ESP TRANSOM SHEET TITLE: J� 2. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL NATIONAL STANDARDS INSTITUTES-STANDARD 297.1. F SLIDING 48'X48' ALUM. ESP c ---- 36'x3s• ALUM. ESP ELEV. HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING 5 7. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING H ---- 28'x98' ALUM. ESP DOOR. THE INACTIVE LEAF OF THESE PAIR OF DOORS SHALL WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF HAVE MULTIPLE POINT LOCKS WITH 5/8" MIN. THROW BOLTS LOOSE AND SWINGING DOORS SHALL COMPLY WITH AMERICAN SCALE: WITH INSERTS. J ---- 307136• ALUM. ESP NATIONAL STANDARDS INSTITUTES-STANDARD 297.1. SCALE:1/4"=T-0" 3. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON K ---- 3B'X98' ALUM. ESP REMOVABLE PINS. 8. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF L ---- 80,x601 ALUM ESP SHEET No.:7 } RESISTING A FORCE OF 300 LBS. APPLIED IN ANY MOVABLE f DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS M ---- 2a'X36• ALUM. ESP SET FORTH IN METRO CODE/SOUTH FLORIDA BUILDING CODE. � NOTE: 1- ALL WINDOWS AND DOORS MUST MEET PRODUCT CONTROL APPROVAL CONTRACTOR SHALL SUBMIT N.O.A. AT THE TIME OF SUBMITTAL FOR PERMIT. A 4 2- ALL WINDOWS AND GLASS DOORS, ARE IMPACT RESISTANT. I' ARCHITECT. 12 Bellin & Pratt —�5 architects , LLC 12 5� AA26000863 Tom of eEAn 285 Sevilla avenue coral gables.flonda.33134 © tel 305.447.1927 fax 305.443.5986 +50.1 paf KEYSTONE +48.5 psf —54.3 of MOLDMCs Marshall Bellin AR-5564 OO Glenn H Pratt,ANA,AR-9608 —14 14 4� PROJECT: G1 L� KEYSTONE A RESIDENCE for TOP OF BEAM — _ _ _ MOLD2NG SOLVEIG SEVEN, LLC. 6737 SW 77 TERRACE +48.8pef STONE MOLDINGS MIAMI, FL. 33143 —64.5 of m, +48.8Paf +47.51a1 jil I —64.5 s} —52.7 of � � STOW +48. psf :spa _64.5 f 17E +4 of MOLDINGS © ©, ±52.7Paf ±54.3Pof ±54.1paf' PF.ELEV Tom. _ — TEXT. STUCCO Left (West) Elevation SCALE: 1/4'=1'-m' 12 �5 12 6� TOe OP BEAM KEYSTONE +50.1 Paf MOLD9VG —54.3paf +48.5'pel 9 12 4� 12 PROGRESS �4 ISSUE DATE:9.5-06 TOP OF BEAM PROJ EC o: DRAWN BY:E.D. APPROVED BT: KEYSTONE MOLDING © FBI] FRI] Fm +50.1paf —54.3 of - +50.1paf +50.1pef 54.3 of PP.ELEV ALL DRAWING AND WRITTEN MATERIALS ■ ■ HEREIN CONSTITUTE ORIGINAL WORK OF Right (East) Elevation SCALE: 1/4's 1' TH DUPLICATED AND MAY ONLY BE DUPLICATED WITH THEIR WRITTEN CONSENT SEAL: WINDOW SCHEDULE MARK DESCRIPTION DIMENSION MATERIALFTtAME nNISN REMARKS Y A - 54"X47" ALUM. ESP TRANSOM r B ---- 27"(59• ALUM. ESP TRANSOM SIGNATURE: O ---- 48"X60' ALUM. ESP 0 D ____ 22X22" ALUM. ESP R _ E ____ 58'X86' ALUM. ESP TRMSOM A l- iv F AIDING 48'X48• ALUM. ESP G ---- 36'X38" ALUM. ESP SHEET TITLE: g @E 9 - 9 H ---- 26'X98" ALUM. MP ELEV. ••S 9 m � m m m J ---- 30'%36' ALUM. ESP LLJLU K 38"X9B' ALUM. ESP SCALE: 2'_3' 4-m' - 1-10'1 4'-8' 4-m' - 8-m' 2'-4' _ 2'-6' _ V-2' - -� 5 —�` - 2'•4' L ---- 60'X60' ALUM. ESP SCALE:1/4"=V-0" ® M ---- 28'X36' ALUM. ESP SHEET No.:4 NOTE: t ALL WINDOWS AND DOORS MUST MEET PRODUCT CONTROL APPROVAL CONTRACTOR SHALL SUBMIT N.O.A. AT THE TIME OF SUBMITTAL FOR PERMIT. Windows Elevation SCALE: 1/4" 2— ALL WINDOWS AND GLASS DOORS, ARE IMPACT RESISTANT. A 5 F ARCHITECT: NEW SPANISH TILE ROOFING ON 906 CAP SHEET OVER 306 BASE SHEET ON 5/8' B e I I i n & Pratt PIGGY CDX PLYWOOD SF�ATHING W/10d NAILS _ 49 6'C/C,ON PREFAB.WDI2TRUSSES architects , LLC TRUSSES GOVT.GALV 5 NEW SPANISH TILE ROOFING ON 906 CAP AA26000863 SHEET OVER 306 BASE SHEET ON 5/8' • MTL.FLASH. CDX PLYWOOD SHEATHING W/10d NAILS 12 el 6'C/C,ON PREFAB.WD.TRUSSES CONT.4•WIDE 285 Sevilla avenue MTL.STRA 5 eadcTT E NAIL 12 Sc�ovi�'T TO coral gables.florida.33134 (SEE STR DW sS.) tel 305.447.1927 • R-30 BA R-3ID BATT 4 1/150 OF AIR fax 305.443.5986 CONT.4'WIDE SCREEN INSUL. INBUL. R-30 BATT CONDITIONED VENT TO PROVIDE MM. INSUL. AREA Marshall Bellin AR-5564 I/150 OF AIR CONDITIONED AREA Glenn H Pratt,AIA,AR-9608 Z.11 BOARD ON FURRING CHANNELS GYP BOARD ON FURRING CONC.TB.(SE 624'0.0 NAILED TO BOTTOM CHORD CHANNELS e240 H(N N ED ALV.MTL. PROJECT: •' STR.DWGS.) OF TRUSSES (2 NAILS®EA. FLA814 ON P.T. SUPPORT) TRUSSES (2 NAILS S IX3 WD.NAILER GONG.TB, r-6 ON CONABGIA A RESIDENCE for (SEE am DWGB) SOLVEIG SEVEN, LLC. NEW SPANISH TILE ROOFING YSTONE 6737 SW 77 TERRACE ON 906 CAP SWEET OVER MOLDING MIAMI, FL. 33143 306 BASE SHEET ON 5/8' CDX PLYWOOD SHEATHING 1/2'GYP.50ARD ON IXZ W/10d NAILS a 6'C/G,ON - -_..__PREFAB. P 16'OG.PROVIDE RIGID STUCCO ON 8' PREFAB.WD.TRUSSES �\ m 2, CONC.BLK �,' �' GONG.CAP INSULATION(R-5) 9 -- -ONT.GALV. TRUSSES 6 BETWEEN STRIP'S MASONRY _ MTL FLASH. RAILING _ AT ALL EXT.MASONRY 1 �tLA TO RAILING WALLS) ---GALV.MTL.FLASH. 12 REJECT m ON P.T.1X3 WD. 4 PASSAGE - O O \,NAILER ON CONT.WD. OF 4' 'FASCIA SPHERE FM.FL.(SEE SCHE LEGONC. FAMILY ROOM SLAB _-- --- _ _ i•.ii!-;' i„ .%i%„/ IEEE arm DWGS.) 54'MIN WD.BASE-\ STUCCO ON MTL.LATH ON 1/2' MTL.STRA 1/2'GYP.BOARD GRADE !BEE StR DWGS� MEZZANINE COX PLYWOOD SHEATHING W/ y.l ON 1X2 P.T.WD. PROVIDE 15 CONT 10d NAILS 49 6'C/O ALL - _ I -�,/ FURRING STRIPS• CONC.TR DWCsb SUPPORTS T --�RAFTER(BEYOND)WD. D) RIGID OIN INSULATION IOtV x T:: r�1. -I- /� 4 - ------ STUCCO (R-5)BETWEEN i, II �_ 'f lu,, CONC.TES. 8'CONC. STRIPS CTYP.AT •LCONC.SLAB 4'CONC.SLAi1 � it _ill I-U 11i- WALL R AWES. !BEYOND) BLK ALL EXT.MASONRY (SEE STR DWGBJ VAPOR BARR,I,_ jr WALLS) =r- MOLDING CONC.TB. f (SEE STR DWGS-) CONG.TB. (SEE STR DWGS.) I M Section B m SCALE: 1/2” = 1'-0" A-(� el I mi I • O O ------- NEW SPANISH TILE ROOFING ON 906 GAP SHEET OVER 306 BABE SHEET ON 5/8' PROGRESS F SHEATHING W1 10d e 6xC/CPREFAB IUD TRU85£S TLS I GOVT.4'WIDE ISSUE DATE:7-5-06 FOYER HALL TO MASTER 9� SCREEN VENT TO PROJECT No.; PORTE COCHERE Mi PAVERS HEDR00 LIVING PROVIDE MIN i2 PROVIDE 15 GOVT. ROOM LI SO OF AIR DRAWN BY:E.D. GRAVEL < CONDITIONED 4 APPROVED BY• AREA R-30 BATT DRIVEWAY _ 11ITFRI�FJ�:C7� IP I't111y lHl�l1 III -�' II ~ �IL� ILr�rIL L2- x•y! _ ;X... yryx.,> < i:.% xa-�trr I r - 4'GONSLA�7-�F., • ...,},.�. � Y � X/ �' r.' (, J VI;,rJ:• i �II-II� _.C. r•i -- -:,�• - - - - - - - --- • - � -.:-,.-: --� ! ..T=Y�TT�• •I ii_Ikll'�TEI:I- - i-: L �L.I T-._;'1=.IL_: _ , �r11_:I�u�I-� 1-1 �,lf=:x:_:-i � ru r - - rl I.._I-I,Fd F1 ?L-I-: 1= 1-1i i-I-!I_._I�i I'-'IJ=1r_:,�POR !-1-I L'�-!r-II:�IIJ.3n ,1� HANNELS Y4'O.G NAILED I �. 1.; ,> . ,1L�: Ji r,16�IL_1F_r_I=Ify;_ _I FJ LIT _ :1-1 i ,1, .1' _I -- -I J- -�. I �,. �. =:_:I:_ IFx`T 1..1 ILL= �._I .LJ!1=r-I !. .Ir-�.._,,�,� I��!'-,IHJ II�.I!-: lL��,j:-,cT._II :i,-+li-�j=!L_ :=II�'I .L I_u-1-I t-i- -�Ik�-''IfL-I - :_:u-11- I: t - Jl-T�I -11t-1 IL._r,-,f ,i N>I-.�. I.rJalJ�l� -!�=I t OF -11,1 ,I�i:-I_^_, ',L-:JI°'rtl�- ,! u -i t-t-�_ -I)•_ O BOTTOM CHORD r L 1. 1i _ ll� _ �: 'n _I `.:H:iY r1!I Io.-:: ,�,I,r1 TRUSSES (2 NAILS EA `rte_,. ! I��k L-i?-' NEW WALL FTC.-' it JI (TI�-L. r f_IIl. r -r, j 4-!.. GALV.MTL. -:1 1 d_ � �IcT,ilf �I,i- all I Ir I1 Trfi_ `= SI TR:S r 'llYl l� It' FLASH.ON F.T. SUPPORT) }� , H WD.NAILER CONC.T5.ON GOAT.WD S®coo . ..._..L. FA SCIA (SEE STR DlUCsBJ SCALE: 1/2" = 1'-0° A_6 DOOR TO THE KEYSTONE HOUSE MOLDING STUCCO OA1 g' /�-MTL GUIDE FOR ALL DRAWING AND WRITTEN MATERIALS DOOR SCHEDULE CONC.BLK / /,,GARAGE DOOR HEREIN CONSTITUTE ORIGINAL WORK OF ND. tDCJQ10N TYPE MATERNL FllRSlL 7NRESIL JAMB REMARKS WINDOW SCHEDULE �j/% /(BY ODERB) THE PLICAT D)WI AND MAY WRITTEN CONSENT FQ F7E z 3•-0• 6'-0 11-3/401 R 1 Ut w ANODD6n ALL M ALUM A L AS SEIECT EW om1ER ROOM FINISH SCHEDULE mm ONION DIMENSION REMARI6 6 /'% j DUPLICATED WITH THEIR WRITTEN / GARAGE DOOR z Fina z-2•-e• e•-e• 1-3/8-1 PM. wD PAmm wn. row FLOOR BASE WALLS CAUIID CLQ M. REMAAILS - . �%i SEAL: 3 VARIES z-r-e' e'-o' t-31' ETRL LIIES AL Gl. PAM AWY. ALUM. /D/Elt n0: W_ _.(PANT) .6R. 9'-e' A - 3'XW ALUY. ESP TRNT9W B 4 FAMLY ROOM z-2-Z8-0' 1-3/4' FULL Of6 AL L 2 SMEIA6 WnH le' TEME Ila W)•TB SNOW STUCCO N/A 6 -__ 27'x69' AWI/. ESP 1RAN50f1 / 5 VAmE9 2-3•-(' 6'-0' 1-31e fU{L DIES AL PAINr AWY. AWY. WSINE 9EOR00M n1E W9 MWAPMR) m 91-W C __ 49'x60' 6 DETL 0. 2-7'-6• 6'-8• 1-3 ND, PAAVr WD. NLCd4l5 nLE WP uuoD 0.w.(PMIf) .19E PAER) 9•-0- D - z2•TD2' ALAd. ESP GARAGE 7 DEN a SAM 7'-1p• 8'-9' 1-3 PNL NO, PNNT wD. WSIDE 6VIIEROOM ma 6y'u1DOO NA Mw/111E` DR PNEn 9•-8' '-0'TLLE WNNSCOT(6'-0.O SHOWER) E ---- e6'%e6' AtUY. FS� TRANSWY j% % 6 MASTER am r-6• r-r 1-3 PNL WA PAM w0. SUN TOE IN wDOD WA O.W/rxF ER(PARE) 9'-6' •-0'XE WADS=(6•-0'O SHM100 F SODRC 48•x46• XUM. ESP 9 VARIES Y-W W-W 1-3 PNL WTI. PAM w0. DEN 11LE WY WOW D.W.CPMM IR.(P 9'-6' O ---- 78'l 36' ALUM. ESP 10 VARIES r-6' 6•-6• 1-3 PNL W'0. I PAM WD. U9 Ro6M TIS W.000 ONAR O am PAM) 9'�• N _-_ 26.1(96' ALMA. ESP 11 GAIN r-C C-0' 1- 4" fVl1 LRES AL PA6ET AUJW Oe6Np�pY nlE eIP ekiOD 0.N.(PABEn BR(fw2En 9'-6' 1 SL8xN0 wX38' 12 W1 CL 2-1'-8• W-6' 1-J ' PNL m1 F'MEf wD. 9E0ROOM 1 TILE e6•ulO:LO aw.(PA9Tr) M.( 9'-B' J 30•A78' ALUM. ESP 13 M.CL- 1•-a• 6'-9' 1-J P1M1. M. PAM wD. ®ROOM 2 n0: 61j'9x:OD MX(PMR) .W.(P m 2--e' N �. Eso. GRADE /TNT.FF.ELEV. SIGNATURE: \� 14 A/C Cl. 3•-e 6•-6' 1-3 ye W-FOLD W. IxE s7'Waco DAT.(1MW1) wt 9'-e' / ; '% s 1S 0. 1'-10' 8'-B' 1-3 W-FOLD STM ma 66'x9A0o D.W.(PAWn m 9'-6' L 60-(00' ALVY. ESP '\ /OI A 18 8E'DROOM 1 a 2 2-2'-a• W-9' 1-3 PNL w0. PLANT WO. MEWIN94 nLE 67'ulOOO 0.N. 2a�13e' ALUY. ESP - — (PMTO 9R(PA9E1) 9'-e' ,\ PROVIDE IS GOVT. q 17 WJ.CL 1'-/' e'-e' 1-3 PNL WD. PAM w0. flALOONT n1E WP SNCW N/A N/A - S NOTE: - 1- ALL WINDOWS AND WOKS MUST MELT PRODUCE CONTROL APPROVAL Z-.1=1f}•=1�1,,,�„II I;,..II I_I--jj-7 fJl-.!TI-1L-If- SHEET TITLE: CONTRACTOR SHALL SUBMIT N.OA ATTHE TIME OF SUSMrTTAL FOR PERMIT. WALL FTG.BEE- I'-f l]�TI.-11= I I 4'LONG.SLAB ELEV. 2- ALL WINDOWS AND GLASS DOORS:ARE IMPACT RESISTANT. STR DWGGS. r -I�I I' -��:�II�l 1 - II T1{j}'iVAPOR BARRIER SCALE: SCALE:1/4"=1'-0” !--lj! !1L�i SHEET No.:4 Section C A6 - F- SCALE: 1/2" = 1'-0° A-6 I' ARCHITECT: NEW SPANISH TILE ROOFING:ON SID^CA POSY Bell in & Pratt SHEET OVER W BASE SHEET ON 5/8' BACK CDX PLYWOOD SHEATHING W/10d NAILS TRUSSES NEW SPANISH TILE ROOFING ON 90•CAP •b'C/C,ON PREFAB.WD.TRUSSES 12 SHEET OVER 30"BASE SHEET ON 5/8' arch i t e c t s , LLC 5 CD X PLYWOOD SHEATHING W/10d NAILS AA26000863 m b'C/C,ON PREFAB.WD.TRUSSES - 285 sevilfa avenue � CONT.4'WIDE SCREEN VENT TO PROVIDE MIN. coral gables.florida.33134 IA50 OF AIR CONDITIONED tel 305.447.1927 CEMENT TILE ROOFING ON: AREA — R-30 BATT CONIC' ' MTL.STRAP DADE COUNTY PRODUCT CONTROL APPROVED SPANISH "S" STYLE INSUL. CBEE 8TR DWGS.) (SEE 8TR DW38.) fax 305.443.5986 CERAMIC TILE ROOF INSTALLED AS PER F.B.C.SEC. 1518.8 AND R-30 BATT MANUF.'S SPECIFICATIONS OVER HOT MOPPED 90# SLATESURFACE INSUL. OVER 30# ROOFING FELT WITH "TIN-CAPS" 0 12" O.C., ON 5/8° GONG.TB. GALV.MTL.FLASH.OVER Bellin AR-5564 CDX EXT. GRADE PLYWOOD SHEATHING FASTENED WITH 8d NAILS 6" IEEE STR DWGS.) ON P.T.1X3 WD. Glenn H Pratt,AIA,AR-9608 O.C. AT EDGES AND IN THE FIELD AND 10d NAILS, 4" O.C. 0 1,_6, _ _ __ CONC.TB• NAILER ON CONT.WD GABLE ENDS WITH 2" WIDE, 26 Go. GALV. DRIP NAILED 0 4" O.C. (SEE STR DUGS) FASCIA AND 3" OVERLAP AT JOINTS WITH MASTIC SEALANT. CONTRACTOR WD.CRICKS tl. STEEL COL.W/ PROJECT: SHALL PROVIDE ALL COPIES OF PRODUCT APPROVED MATERIALS. i° :`,: PRECAST COVER R 1/2'GYP.soa— - i n co MTL.LATH (SEE STR.DWGS. A RESIDENCE for o ON 1X2 P.T.WD. PLYWOOD SHEATHING FURRING STRI W/10d NAILS a 6'C/C SOLVEIG SEVEN, LLC. NEW SPANISH TILE ROOFING ON 90'CAP CRICKET HIGHEST m I6'O.G. - ALL SUPPORTS 6737 SW 77 TERRACE SHEET OVER 30'BASE SHEET ON 5/8' POINT 0 PROVIDE RI D CDX PLYWOOD SHEATHING W/10d NAILS CONT.GALV. j INSULATION( -5) MIAMI, FL. 33143 6 6'C/C,ON.PREFAB.WD.TRUSSES MTL.FLASH. 'GYP.BOARD ON IX2 6 BETWEEN 6 IP8 P.T.WD.FURRING STRIPS o_' (TYP.AT MTL.STR.4 16'O.G.PROVIDE RIGID 6 EM.M BA�LlCJSTE (SEE STR DWGS.) INSULATION lR-5) WALLS) TO REJECT BETWEEN bTRIFS(TYP. 4,SPHERE AT ALL EXT.MASONRY v CONT.4'WIDE WALLS) SCREEN VENT TO PROVIDE MIN. 12 j 1/150 OF AIR ➢ fF ,^ 4 AREAITIONED INT.FF.ELEV. R-30 MATT MTL.STRAP j I GALV.MT INSUL. (SEE STR DWGSJ ,-CONC.SLAB L. (SEE STIR.DWGSd FLASH.ON P.T. GYP BOARD ON FURRMGs IX3 WD.NAILER ON COp1T WD I' 6° CHANNELS 024'O.0 NAILED CONC.TB. FASCIA 4 CONC.TB. TO BOTTOM CHORD OF (SEE STIR.DUGS. GONG.SLA CONC.SL ARC SHAPE SUB-FASCIA (SEE STR DWGS. TRUSSES (2 NAILS o EA. (SEE STR DWCsb. IEEE STR DLLl'sSJ CONC.BEAN SUPPORT) (SEE STR DUGS.)KEYSTONE MOLDING _ MOLDMG ��-- - 1/2'GYP.BOARD ON IX2 STUCCO ON S' P.T.WD.FURRING STRIPS a 1/2'GYP.BOARD iD GONG.BLK. 16'O.C.PROVIDE RIGID ON 2X4 WD. 9 INSULATION(R-5) STUDS B 24'O.C. 2 BETWEEN STRIPS(TYP. -I AT ALL EXT.MASONRY WALLS) I j A Q 9L W.I.C. HALL W.I.C. DEN f --5J¢'MM WD.BASE /-rh.�'MM WD.BASE i GRADE / PROVIDE 19 CONT. / INT.FF.ELEV. NT.FF.ELEV. FOYER PROGRESS ISSUE DATE:7-&06 R I'ull�II 'I1U'c 4 - jT T°iI-'u �'.3 LiIF li-'' G`"T=' °`TIC -,�. -u.,' -.�'` �-I= i, 'IhIL �- -I � -',If- -- PROJECT NO: _, i1t.ri1.11=-17r -i;l�l II�J"�,!-. -err'.r�:�� Irj=,��.I!��I . �-=G_ li�Ilrti ,T,,II 1--.1 IL li=. i �' - III I',,--1-II-fI J,1 `��- - r_ PROVIDE 19 CONT; �. 1 Lid= it-�Tr- II II III-��!1 u�L�- ral -1 I'1 -ITJl "`�f-i1- 1{ tF�T[ NEW WALL FTG.ii-+�=r=J- FLI=T��+i 4 GONG.BLAB -I I, �T11 1=,-' -rlp�- .L 1 'T�`�Ir '.T -I-r11-3 '" !? 11��J1,1 II 'r- - I�T G IE1 C SEE bTR DUGS i ciL~r,1,L rr - ,;l ! I i;;_ II.. �- '`-, T I r I`��YAPOR BARRI� { ;'1 DRAWN BY'E D I� �t''r F -.�,~ W il� F1 F r a FIT-,Li i1 �i L T... i VAPOR BARRIt "+I Ir L ILH1� ',',IZ.,1t� %1 t III, I1 7 I II1 II 1�1 I-i IF- Section DIIalr Ln l [ � irlll T��li r ttT LIT 1 ll1 SCALE: 1/2" = 1'-0" A_7 4 GONG iS A GONG.SEAS- PAVER II Y T=II T=1 l I I1_u I- 2—flon E SCALE: 1/2" = 1'-0" ALL DRAWING AND WRITTEN MATERIALS HEREIN CONSTITUTE ORIGINAL WORK OF THE ARCHITECT AND MAY ONLY BE DUPLICATED WITH THEIR WRITTEN CONSENT SEAL: SIGNATURE: 4a SHEET TITLE: ELEV. SCALE: SCALE:1/4"=1'-0" SHEET No.:4 F a A 7 r � ' w LEGAL DESCRIPTION:LOT 8,9,10,11&12 BLOCK 4 OF "WEST LARKIN PARK" z H SUBDIVISION,ACCORDING TO THE PLAT THERE OFAS w RECORDED IN PLAT BOOK 12 AT PAGE 49 OF THE PUBLIC RECORDS OF a N Er W DADE COUNTY,FLORIDA_ { O .CERTIFICATION TO: V) z NADER BAYZID AND SOLVEIG BAYZID.; TRANSATLANTIC BANK , FLORIDA STATE- A ) CHARTERED BANK; ATTORNEY' S TITLE INSURANCE FUND., INC . , ITS SUCCESSORS AND/OR ASSIGNS , ATIMA, AND RICARDO MARTINEZ-CID , AS AGENT THEREOF.. a o LU(.ATIONMAP 1V.1. � H ww H W PLAT LIMITS a 32.86' d H x wz ® 5 1z A O 4 wA 14 13 12 11 10 9 8 7 6 3 f o �aH 2 ` o av . ,. W 150.0' B� j W E - _ S. W. 77th TERR. J ROBERTO R BRIZUELA&ASSOCIATES W H LAND PLANNERS = SURVEYORS ;D o PROPERTY ADDRESS: W 6737 SW 77 TERRACE, IQ MIAMI,FL "LEGEND" O P.R.%-PERMANENTREFERENCE MONUMENT U.& -MLIYEASEMENT '^rs P.C.P -PERMANENT CONTROL PoDYI - W.F. -WOOD FENCE ROBERTO R. BRIZUELA & ASSOCIATES FS" SE RONPIPELI"STAMPED M RECORD` 7319 WEST FLAGLER STREET F.D.A FOUND DRlll ROLE SMD.SETNAIL E DLSCSTAMPED A1-1 A DISC MIAMI, FLORIDA 33144 CIL R-CENTERLINE CBS-CONCRETNE BLOC%STRUCIVRE-SET DRILL HOLE F.NJX-FOUND PHONES. (305) 551-4393 RES .RESIDENCE ENC ENCROACMWENT L.F.R.-LOWEST FLOOR ELEVATION CL -CLEAR FAX: (305) 266-6112 F.F.E.47NISR FLOOR ELEVATION RIW FJGHTOFWAY ' - - CLF.CRAINLDYRFENCE FLOODINSURANCEZONEINFORMATION SOURCE ELEVATIONPROVIDEDBYDADE COUNTYSURVEYDEPARM£NT COMMUNITYNUMBER PANEL NUMBER SUFM DATEOFFIRMINDEX FIRMZONE BASE FLOOD ELEY. RELATIVE WMEANSEA LEVEL KI77"ONAL GEODETIC VERTICAL DATUMOFI929 120658- 0260 J 3-2-94 'X' NO LOCITORINDEX BENCIIMARK NO. ELEVATION I HEREBY CERTIFY:That the attacked SKETCH OF SURVEY"of the above described property is correct to the bat of my knowledge and belief as recently surveyed under my direction, and that there are no encroachments other than thou shown,and meets the intent of theMnintum Technical Standards set forth by the Florida board of Land Surveyors in chapter 61G17 of Florida Administrative Code,pursuant to Section 472.027 of Florida Statutes JOB NUMBER: 06-06-436 \\-'.O SURVEYORS NOTES., FIELD BOOK: FILES I-Emminattoa ofABSTRACT OF TITLE krlR have to be made to determine retarded huftr ean, _ tfaayflleeang this propero, 06-17-06 244-doa and iadentifitaaorof UhTlaietifaap are sh—in--do—wnhrc dedplat. FIELD WORK E: - 3-0,enershipIs trbjea to OPIMONOF TITLE ROBERT R.BRIZ A 4-Type of Sarvgt"BOUNDARYSURVEY". REVISIONS I: PROFESSIONAL LAND SURVEYOR S-TMk sarvry sk rot Valid rnleu Sigred and Seded by the S—yor afReaord REVISIONS 2: No 3064 7.Lands Srrneye am dacrOed.PrWIc rdeu othawlse ronl S.No r.da ground Installations On laprovaaeats Rare burs Located X—pt A.Noted REVISIONS 3: STATE OF FLORIDA COPYRIGHT ROBERTO BRIZUELA&ASSOCMTES,ING a- N Y �� J^ I J ~ v J z � o ° O o a ° 0 N m N Z O 6'L _ + �' } .00'9Z C � ,p o ` \ 10,0Z'0 ►� V ON3,00'l 00 J J X O C� } ~ 3 a X Ob f5 0- O O ,00'L J Ql o M M O a au 00 3 '` ol .0\ _ N Q O o .0 o o N m U') N ,0 X �} I ., t I O O J m ° OO z ono t° ,00'6 ,00'0£ a � Non N b X Z W N oa 00'6 `` v N .o OS'0 0 ,OZ'0� U 110 .9cs, J 99"k •mac'. j °� ii ii i n n n u ii u u a �� ,00'9Z ,00'9Z l - o ZO ) . � M Z O I 4.v ° O O Le v OJ J m A9A ?Ins AYVaAlAOS JO H,713X S' GENERAL NOTES 1 - ALL WORK SHALL BE IN COMPLIANCE WITH THE F.B.C. ARCH nECT: LATEST EDITION AND AMENDMENTS AND ALL APPLICABLE FLOOD LEGEND Bellin & Pratt STATE, LOCAL REGULATIONS AND ORDINANCES HAVING Residential New Construction architects, LLC JURISDICTION OVER THE PROJECT. AA2c h i t 3 SOIL'TREATMENT STATEMENT 2 - CONTRACTOR SHALL VISIT THE SITE DURING BIDDING TO ADDRESS: 6377 SW 77th TERRACE VERIFY EXISTING CONDITIONS 285 Sevilla avenue PROVIDE SOIL FUMIGATION AS REQUIRED BY FLORIDA BUILDING CODE-SECTION 1815- 3 - CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY FOR TERMITE PROTECTION. AREA TREATED SHALL INCLUDE BUILDING FOOTPRINT, PLUS DISCREPANCIES FOUND FOR CLARIFICATION, PRIOR TO LOT: 8,9,10,11,12 BLOCK: 4 PLAT BOOK: . 12 PAGE: 49 coral gables.florida.33134 ADDITIONAL 5'-0' AROUND PERIMETER WALLS. EXECUTING HIS WORK. - tel 305.447.1927 CONTRACTOR SHALL SUBMIT CERTIFICATE OF COMPLIANCE ISSUED BY A LICENSED PEST 4 - CONTRACTOR SHALL MAINTAIN THE SITE CLEAN AND fax 305.443.5986 CONTROL COMPANY USING LANGUAGE DESCRIBED IN REFERENCED FLORIDA BUILDING FREE OF DEBRIS AT THE END OF EACH WORKING DAY HIGHEST CROWN OF ROAD ELEV: 11.62 FT. NGVD. HIGHEST CROWN OF ROAD ELEVATION CODE SECTION. WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEY, OR A CERTIFIED SURVEY PREPARED BY: Marshall Bellin AR-5564 F.NAIL F.NAIL Glenn H Pratt:AIA,AR-9608 (NO LD.) - - - - - -- - - 125'-0'R&M. _ - - - - - - +- - (ND ID.) ROBERTO R. BRIZUELA PLS LIC. // 3064 • %0*s � ' � °°II �-` °` `—,o- I LOWEST FLOOR GARAGE/STORAGE ADJACENT GRADE SWALE AREA PROJECT: ELEVATION FLOOR ELEVATION ELEVATION ELEVATION A RESIDENCE for f I Z PROPOSED 11.83 FT. NGVD 11.83 FT. NGVD 11.10 FT. NGVD FT. NGVD SOLVEIG SEVEN, LLC. e� uNASDAPED I 6737 SW 77 TERRACE A MIAMI, FL.33143 TIEIAIPOOL o -�-r�- ----bMDSCAPED----------------- .v • AREA l j — ALL ELECTRICA, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE.BASE FLOOD i I I ELEVATION (B.F.E.) 4 DRAINFlELD(425SF.) �' 6 I ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENINGS HAVING A I I eon $ I TOTAL NET AREA OF NO LESS THAN ONE SQUARE INCH OF OPENING FOR EVERY SQUARE FOOT OF I I ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENING WILL BE NO HIGHER THAN 1 � �i J. I ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFERENT SIDES OF THE ENCLOSED AREA. OPENINGS EST FOOT WILL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD RESISTANT MATERIALS WILL BE USED BELOW TANK DECK B.F.E. LOT 13 I TO I ALTERNATIVELY, SEE A CERTIFICATION BY P.E. ON THE PLAN BLOCK 41 �— �, �� LOT 7 NOTES INDICATING THAT THE DESIGN WILL ALLOW FOR THE AUTOMATIC EQUALIZATION OF EAwoNr BLOCK 4 HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS. THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT PROPERTIES. WHERE NECESSARY, INTERCEPTOR SWALES WALL BE CONSTRUCTED ON SITE WITH NO ENCROACHMENT I OVER ADJACENT PROPERTIES. 0'-0" = 12.33 FT. NGVD _ A/C ONE. FlN.FIRST FL.EL O'-0'�+17-4 N.0.V.D , SITE DATA NEW TWO STORY Q ZONING DISTRICT: RS-3 o AA c RESIDENCE 738 + ,a 3 _REQUIRED' PROVIDED k I I LOT AREA 10,000 s.f 15,625 s.f . .. _ I I FRONTAGE 75'-0"(MITI.) 125 s.f y , I SETBACK-HOUSE FIRST FLOOR PROGRESS ------------- N_wo of L_.:_j FRONT 25'-0" 25'-0 Sep1icTai REAR 25'-0" 27'_4" ISSUE DATE:TOO,•OC PROJECT No.: —__ fffl'EAST SIDE CApta ALA' IOC "7 R"" 13'-0" DRAWN BY:E.D. WEST SIDE ( -�j � 15'-0"i/ 16'-0" APPROVED BY: ,� - --------- - --:- - �.,•• `: I SETBACK-HOUSE SECOND FLOOR FRONT 25'-0" 46'-6" (•' ,,.� . I REAR 25-0" 44'-0' EAST SIDE 15'-0" 27'-0" DRAINFIELD(1274 _7____ I WEST SIDE 15'-0" 33'-8" ' S.F.) SETBACK-POOL J I FRONT 25'-0" 46'-6" ' REAR 12-6" 12'-6" ALLORAWINGAND WRI OF TTENMATERIALS �• -1y HEREIN E ARCHITECT AND MAY ONLY BE LANDSCAPED ~�•'�—'Y II(--''-,. EAST SIDE - 10'-0" 46'-0" OUPUCATBD WITH THEIR WRITTEN l AREA v C`." Dmas�Ar `°:,:..`. :c`;':;','.', o AREA ED I WEST SIDE 1D'-0" 50,-0" aeAL: °{ "� =•' - I MAXIMUM HEIGHT (TO MEDIAN ROOF) 25'-0" 24'-0" MAXIMUM BUILDING COVERAGE rwa �Eya� I -----------------------------------------------,.._,�_:• ::�.. :•'.. GRAVEL --„-.�:, .••. .� 30% OF 15,625 = 4,687 s.f. 4,532 s.f. .. `,... 6 Ta a=w�V^AIL DRIVEWAY ,�,�T- -: F.NAIL lot FLOOR BUILDING AREA (NET) N/A 3,826 s.f. }..'..'•.:•' •n - - -- - - - - - - - (NOI.D + 12s'-o•R&M, 60% 2nd FLOOR AREA (NET) 910NATVRfi: r 60% OF 3,826 = 2,295 s.f. 1,590 s.f. MAXIMUM IMPERVIOUS WATER rra w� >t,Tlrt�6LM 1Y 17' (BUILDING FOOTPRINT, POOL dt DECK, 6t A/C) � � SHEET TITLE: ��,,�11Aef PARKWAY PARKWAY 40% OF 15,625 = 6,250 s.f. ROOF.!SITE PLAN Roof Site P l a n POOL & DECK 1,653 s.f. SCALE; SCALE: 1/8” = 1'-0" POOL EQUIPMENT 18 S.f. SCALE:3/32"=T-O" A/C COND. 40 s.f. SHEET No.:I TOTAL AREA 6,243 s.f. F S. W. 77th. Ter race t ti Al---__------_----------- LEGAL DESCRIPTION: /`y Lots 8.9,10.11&12 Block 4 of West Larkin Park subdivision, according to the Plat thereof as 50'-O' TOTAL R/W recorded in Plat Book 12 Page 49 of the Public Records of Miami-Dade County, Florida 29'-4• 12'_g' V-4- G'-b• .1'-4' ARCHITECT•.�_q� 14'-9' Bellin & Pratt 71'-4' architects , LLC AA26000863 2'-2' S'-4• 1'-4' S'-4' 2'-2• - 285 Sevilla avenue coral gables.florida.33134 POOL \ -- --- -------- --- -- – tel 305.447.1927 1 fax 305.443.5986 Marshall Bellin AR-5564 CO C. DEC \\\ i Glenn H Pratt,AIA,AR-9608 I 4'-2- I-2 9'-4- 2_0' V-4- V-2 4-2• PROJECT: FLAT ®\ `\\ '� A RESIDENCE for \ / 1. f3 ► SOLVEIG SEVEN, LLC. --F y-- ---- - U 6737 SW 77 TERRACE \\ ; ; / ■ a T---------- - ■ ----------- --- ■ \ / o MIAMI, FL. 33143 A Y 1 I I I m 2'_S• 2'_2• 90-4' 2'-2' 2'-B' COVERED I COVERED \\ MASTER /' ,�� M f + 1.I 2'-I' 2'-2' b'-4' ': 2'-0' 2 `\ BEDROOM ,/ I ryj/� ® b: O ® �' r 6' j B�am COL D11".) j II I \\ EF- `\ /' STEEL COL y.0• 5'-4' S'-I' 9' \ / © b 6 (BEE am DWGB� � ----" . \Y/ © I b. 11 R s ------ --_-_-- " I r B' b'-2' 4' W-0• 4' 1'-2' 14a 4'-H' 10'-0' 4 4 21'-m' k'-B' 8 204-0' B b I r I — A�eo�ULALL s j KITCHEN LIVING ROOM DINING O -b r u I I r- 2' • • j V.I. CL. DEN O ROOM. r v I I b a I I y 4• BATH AREA 4,532 I - 9'_b• SQ. FT. I STEEL Ca.. 12 9 v ® (SEE STR DWGBJ r. 12 1 `)c A/C - I- O --------- I - O O � - L'2 -11 ,�� B T® 1 Imo- UP 10 PROGRESS IIIIIIHII fill ® `�—�V— ——v- I , ISSUE DATE.1"1.OS S'9'-b^ _ 12'4' _ i PROJECT N— MASTER m � I DRAwN Br:E.D. I 1 9,_�' H'_4• 2'_4• y'_4. O O I I I I BATH di/ \\ — — 15 8 e I APPROVED Br: I <D 4' / \ 4' F – – STAFF — I I-1-T7� T \ 1 n Ol T T I � 1 I T'-1' T•�' I / \ \ ---- O ---- -" -- _ _ -- 1 I I L —J �. \ ' ALL DRAWING AND WRIITEN MATERIALS \ , HEREIN CONSTITUTE ORIGINAL WORK OF THE ARCHITECT AND MAY ONLY BE DUPLICATED WITH THEIR WRITTEN \ / / SEAL; of LEGEND 11 II>� NEW Cava OIL Oac i \ \ CONSTUCTIa1 , I SIGNATURE: NEW GYP.BOARDiSTL STUD PAFdTITIaJ c t EXISTMG CONSTR=10 TO IRJ'1AIN - , \ SHEET TITLE: g '�"" __=====1=_ ---- i ,'/ \`\ EXIST./DEMOLITION d - \ SCALE: r /' SCALE:./4°=,-0° Ground Floor Plan .' -- --------- -------�-------- --� SHEET NO.:2 SCALE: 1/4" = 1'-0" = A 2 22•-b' Ib'-0' h'-�0' l 21'-4' . F ARCHITECT: Bellin & Pratt architects , LLC AA26000863 285 Sevilla avenue coral gables.florida.33134 tel 305.447.1927 fax 305.443.5986 ROOF Marshall Bellin AR-5564 E �4,4; BELOW Glenn H Pratt,AIA,AR-9608 PROJECT. A RESIDENCE for LMG R41LMG SOLVEIG SEVEN, LLC. R41 6737 SW 77 TERRACE BELOW \ STEEL BALCONY?SEE SIUGSJ 'HT.WALL MIAMI, FL. 33143 B*�ONY H LCONY 2--l' 1--l' 3'-2- 1--l' 2-S' 1'-4' 2-I' 2'-2- 6-4' 2'-2- 2'-C' / \_ Imo— • ---------------. L— --- ---- — ---- f4�--- -- BBALCOAY AREA: 160 BALCONY AREA; 196 LL STEEL COL / \\ \ O O f9EE 0TR AWG 1A i m I m i BASH OPEN TO VE BELOW BEDROOM 2 / ��7RE 1,228 — — I SQ. FT. ------ �\ m i / y 6-9' 9-4' II• 4• \ S• b_m. S. "4 -Z,1, BEDROOM 1 - \ m I \\BATHO / I RAILM I ✓m._�. >4• m �,_e. MEZZAN NI-3 RAILING\ 1 - DON m_ ' ------' PROGRESS �— -- ---------- ---------- ------ / \ y 0 9PEN TO r--� -----�I �\ ------- Im'-e' e'-m' T'-b• I 'BELO \� ISSUE DATE:10-01-06 \ \ PROJECT No.: / m \ DRAWN BY:E.D. I m APPROVED BY: Jill �— ——————— -----y I ROOF ALL DRAWING AND WRITTEN MATERIALS BELOW HEREIN CONSTITUTE ORIGINAL WORK OF THE ARCHITECT AND MAY ONLY BE DUPLICATED WITH THEIR WRITTEN CONSENT SEAL: PORTE �_COGHERE ROOF BELOW NOTES 1- GENERAL CONTRACTOR SHALL COORDINATE ALL UTILITIES LOCATION I PRIOR TO COMMENCING HIS WORK z- GENERAL CONTRACTOR SHALL GRADE ALL WORK TO ASSURE LEGEND a THAT ALL Fa N-OFF WATER REMAINS WITHN SITE BOUNDARIES. I SIGNATURE: 3- ARCHITECTURAL DATUM ELEVATION 0-0' - •1613'NG.VD. NEW CCW—a 4- CONTRACTOR SHALL SUBMIT COMPACTION TEST REPORT C.ONSTUCTIaN BLOCK a BEFORE STARTING CONSTRUCTION WORK NEW GYP.BOARVATL. I 5- A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL t G=PARTITION SHEET TITLE: g9g SHOP DRAWINGS,WHEN APPLICABLE,ARE REQUIRED FOR THE FOLLOWING: EXISTING CONSTRICTION FLOOR PLAN g STRUCTURAL GLAZING,WOOD TRUSSES,DOORS,GARAGE DOORS,ROOFING,AWNINGS, TO WSMAM 55 RIDGE VENTILATION,CURTAIN WALLS,MULLIONS,SIGNS,WINDOWS,PRECAST SYSTEMS, NEW CCW—COL SCALE: HANDRAILS,RAILINGS,FENCES,GLASS WALLS,STORM SHUTTERS,STEEL JOISTS SCALE:1/4"=1'-0" AND STOREFRONTS. b- SOFFIT,AND/OR RIDGE VENTILATION REQUIRED TO PROVIDE ONE SQUARE FOOT Second Floor Plan SHEET No.:2 3 OF VENTILATION FOR EVERY 150 FEET OF ROOF AREA. E 11- TRUSS DRAWINGS MUST BE APPROVED BY THE MIAMI-DADE COUNTY BLDG.DPT_ SCALE: 1/4" = V-0" A3 1 ARCHITECT: Bellin & Pratt architects, LLC AA26000863 MEDIAN HEIGHT 1p 12 s �5 Sevilla avenue coral gables.florida.33134 y TOP OF BEAM tel 305.447.1927 fax 305.443.5986----------- ------- 'a -, SMOOTH STUCCO Marshall Bellin AR-5564 ON B• CONC. Glenn H Pratt,AIA,AR-9608 BILK WALL KEYSTONE •I © © 12 ® ® MOLDING \ ® PROJECT: _ WD.CRIKET 4 2 4 A RESIDENCE for sroNE SCLVEIG SEVEN, LLC. •� _ TOP OF BEAM MOLDINGS 6737 SW 77 TERRACE --- -"-- / MIAMI, FL.33143 !KEYSTONE —SURF F UNTED \—KEYSTONE © O MOLDING LIGHT T. AS MOLDING SMOOTH STUCCO SELE BY - ON B" CONC.— OWN \—STONE •i . b BLK.WALL MOLDINGS b QD Frio r F.F_ELEV \—TEXT. STUCCO Front (South) Elevation SCALE: 1/4"=l'-O' 12 �5 12 ,2 5�- b5 iEz •t-TOP OF BEAM SMOOTH ,2 n MD��E � N m © ® p STUCCO PROGRESS 12 slooTH M 4� STUCCO. - �4 ISSVE DATE:S•5.06 PROJECT No.: O R E.D. - - AP TOP OF BEAM PROVED RO VED BY: © ® ® ® ® tff ® ® KEYSTONE MOLDING �j SMOOTH 1_ C STUCCO o F.F.ELEV ALL DRAWING AND WRITTEN MATERIALS HEREIN CONSTITUTE 0 RIGINAL WORK OF 2'-D• THE ARCHITECT AND MAY ONLY BE DUPUCATED WITH THEIR WRITTEN Rear (North) Elevation SCALE: 1/4!'=1'-0" SEAL: ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING CLG. HT. REMARKS FOVEA TILE SW WOOD O.W.(PAIN» .BR(PAINT) 9'-6' TERACE TILE 5h"TILE STUCCO STUCCO N/A 810NATU RE: . MASTER BEDROOM TILE M.WOOD D.W.(PAINT) .BR(PAINT) 9'-6" " - W.I.CLOSEIS TILE M.wom D.W.(PAINn .BR.(PANT) 9'-6' - n w$ MASTER BATHROOM TILE 5$'WOOD W.R D.W/TILE• .BR(PANT) 9'-6' '-O•TILE WAINSCOT(0'-0'*SHOWER) BATH TILE SYI WOOD W.R D.W/TILE'- BR.(PANT) 9'-fi- 4'-0•TILE WAINSCOT(6'-0.O SHOWER) SHEET TITLE: DEN TILE 59 WOOD D.W.(PANT) .BR.(PANT) 9'-6' ELEV. LMNG ROOM TILE SW WOOD D.W.(PAINT) BR.(PANT) 9'-6- DINING ROOM TILE %'WOOD D.W.(PANT) P.BR.(PANT) B'-B' SCALE: BEDROOM 1 TILE 5Yi'WOOD D.W.(PANT) P.BR(PAINT) SCALE:1/4"=1'-0" BEDROOM 2 TILE Sy wow D.W.(PANT) BR(PAINT) W-6' . STAF TILE $)<j'WOOD D.VI.(PANT) OR(PAINT) No.:1 (PANT) 9'-6' STAIR TILE 5%,WOOD D.W.(PANT) OR(PAINT) 9'-B' MFIANNINE TILE 51)•WOOD D.W.(Phi BR(PAINT) BALCONY TILE Sly'TILE STUCCO N/A N/A A 4 - I T ARCHITECT. Bellin & Pratt architects , LLC • —�S AA26000863 n S� 285 Sevilla avenue TOP BEAM coral gables.florida.33134 tel 305.447.1927 © fax 305.443.5986 KEYSTONE Marshall Bellin AR-5564 MOLDNG 12 Glenn H Pratt,AIA,AR-9608 �4 4� PROJECT: 12 - 4� KEYSTONE A RESIDENCE for TOP OF BEAM MOLDING SOLVEIG SEVEN, LLC. 6737 SW 77 TERRACE STONE MOLDINGS MIAMI, FL. 33143 � STONE O ] MOLDINGS ° FF.EhEv _ _ _ _ _ _ _ _. _ :.�' E "'. STUCW TEM. STUCCO Left (Vilest) Elevation SCALE: WINDOW SCHEDULE 12 MARK DESCRIPTION DIMENSION FRAME REMARKS �6 MATERIAL FINISH A ---- 57X48' ALUM. ESP TRANSOM B ---- 27"X59• ALUM. ESP TRANSOM C ---- 48"X60" ALUM. ESP KEYSTONE D ---- 22'X22" ALUM. ESP MOLDNG E ---- 60"XBB" ALUM. ESP TRANSOM .9 F SUDING 48"X48' ALUM. ESP T 12 - Q G ---- 36'X38' ALUM. ESP 4 H ---- 28'X82" ALUM. ESP 12 PROGRESS I SLIDING 36'X36' ALUM. ESP �4 ISSUE DATE:a-SAS J ---- 30"X38' ALUM. ESP TOP OF BEAM PROJECT No.: K ---- 38'X62' ALUM. ESP L ---- 60'X60' ALUM. ESP DRAWN BT:E.D. APPROVED BY: M ---- 28'X36' ALUM. ESP KEYSTONE MOLDM NO 1- ALL WINDOWS AND DOORS MUST MEET PRODUCT CONTROL APPROVAL m CONTRACTOR SHALL SUBMIT N.O.A. ATTHE TIME OF SUBMITTAL FOR PERMIT. � 2- ALL WINDOWS AND GLASS DOORS, ARE IMPACT RESISTANT. O FIE MI MI 6 ALL DRAWING AND WRITTEN MAIERIALS Right (East) Elevation SCALE: 1/4' -0' HETHEAR HITECTANDMAY ORIGINAL ONLY BE DUPLICATED WITH THEIR WRITTEN SEAL: DOOR SCHEDULE NO. LOCATION WIDEN mw T;pgt TYPE MATERIAL FINISH THRESH. JAMB REMARKS v, 1 FOYER 2-3'-0' 8'-0" 1-3/4" FULL UTES AL GL ANODIXED ALUM, ALUM. ALUM. AS SELECT. BY OWNER 2 HALL/MASTER BDR. 2-2'-8' 6--8' 1-318- PNL. WD PAINT WD. 0 $ 3 VARIES 2-2'-8" 8'-8' 1-3 4" FULL LITES AL. GL PAINT ALUM. ALUM. SIGNATURE: Z _ = 4 FAMILY ROOM 2-2'-2' 6'-8" 1-3j4" FULL UTES AL GL PAINT ALUM, ALUM. 2 SIDEUTES WITH 16' 5 VARIES 2-3'-0" 6'-8' 1-3/4- FULL UTES AL GL PAINT ALUM. ALUM. -- •; 6 DEN CL 2-2'-8" 6'-8' 1-3/8- BI-FOLD WD. PAINT WD. SHEET TITLE. - 0 6 m 0 —'`" 7 DEN&BATH 2'-10' 6'-8' i-3 8' PNL wD. PAINT WD. ELEV. d1 d1 8 MASTER BATH 2'-8' 6--8" 1-3/8- PNL. WD. PAINT WD. SM O in in el in 9 VARIES 3'-0° 6'-8' 1-3 8' PNL WD. PAINT WD. I —f- - —p 10 VARIES 2'-6' 6'-8' 1-3 8' PNL WD. PAINT Wp, SCALE: 2'-9' 4'-0' - -,,I-im' _ 4'-S' �- 4-m' - 8' -I -m' _ �, 2.-4' H�-m' 21-6' 8'-2' _ ,I. °.,-O' _ 2-4' 11 BATH 2'-8" W-8' 1-31e FULL UTES AL. GL PAINT ALUM. SCALE:1/4"=1 0" QA ® © © © 4 ® ® QI QJ © © ® 12 W.I. CL 2-1'-8° 6'-8' 1-3/8' PNL. WD. PAINT WD. SHEET No.:4 13 BR.CL _ 1'-4" 6'-8' 1-3/8- PNL. WD. PAINT I WD. 14 A/C CL 3'-O° 6'-B' 1-3/8- BI-FOLD • € Windows Elevation SCALE: 1/4'-1'-0' 15 A/C CL 2'-10' 6--8' 1-3/8- BI-FOLD _ 18 BEDROOM 1 & 2 2-2'-4" 6'-8' 1-3 6' PNL WD. PAINT WD, i .2 17 W.I. CL 2'-4' 6'-8' 1-3 B' PNL. WD. PAINT WD. A 5 'I I NEW SPANISH TILE ROOFING ON 901 CAP ARCHITECT: SHEET OVER 306 BASE SHEET ON 5/0' B e I I i n & Pratt COX F'LYWOOp 8H£A7HING W/10d NAILS $ Y s b'C/C,ON PREFAB.WDRU I2TSWS TRUSSES CONT.GAL; 5� architects , LLC ' MTL.FLASH. AA26000863 12 NEW SPANISH TILE ROOFING ON 901 CAP SHEET OVER 301 BASE SHEET ON 5/8' 285 Sevilla avenue MTL.STRA Ibd TOE NAILS COX PLYWOOD SHEATHING W/10d NAILS R ISEE ST Owe.) 5 EACH RAFTER •6'C/C,ON PREFAB.WD.TRUSSES coral gables.florida.33134 CONT.4'WIDE tel 305.447.1927 R-30 BA R-30 BATT SCREEN VENT TO CONT.4'WIDE SCREEN INSUL. INBUL. 12 PROVIDE MIN. fax 305.443.5986 VENT TO PROVIDE MIN 1/150 OF AIR 1/150 OF AIR CONDITIONED R-30 GATT 4 CONDITIONED Marshall Bellin AR-5564 AREA IBATT AREA GYP BOARD ON FURRING CHANNELS Glenn H Pratt,AIA,AR-9608 CONC.TB.(SEE s24.O.0 NAILED TO BOTTOM CHORD STR DWGS.) OF TRUSSES (2 NAILS s EA. SUPPORT) GYP BOARD ON FURRING PROJECT: NEW SPANISH TILE ROOFING NEW •2410C NAILED v MTL ON 901 CAP SHEET OVER TO BOTTOM CHORD of FLASH.ON P.T. A RESIDENCE for 301 BASE SHEET ON 5/15' TRUSSES (2 NAILS s EA IX3 WD NAILER COX PLYWOOD SHEATHING SUP-PORT) ON CONT.WD SOLVEIG SEVEN, LLC. �AB WO. RUSSES,ON PREFAB. GONG.TB. FASCIA 6737 SW 77 TERRACE Wp. (SEE 8TR DWCsBJ GOVT_GALV. TRUSSES CONC.CAP MTL.FLASH.' \ MOLDING MIAMI, FL. 33143 —GAL V.MTL.FLASH. 12 MTL FLASH. RAILI RAIL 1/2'GYP.BOARD ON 1X2 MOLDING \ON P.T.1X3 FL P.T.WD.FURRING STRIPS• NAILER ON CONT.WD 4r �. 00 W'O.G.PROVIDE RIGID STUCCO CONG B K 'FASCIA INSULATION lR-5) BETWEEN STRIPS(TYP. AT ALL EXT.MASONRY - WALLS) STUCCO ON MTL.LATH ON In' MTL.S \ 1/2'GYP.BOARD CDX PLYWOOD SHEATHING W/ (SEE STR DWG9.) ON IX2 P.T.WD. ME ZZ NINE FAMILY ROOM 10d NAILS s Co'C/C ALL �L-WO.RAFTER(BEYOND) FURRING STRIPS s CONC.TB. SUPPORTS - TO SUPPORT WD. 16'O.C.PROVIDE (SEE STR DWGS.) TRUSSES RIGID INSULATION lR-5)BETWEEN STUCCO M'MIN WD.BASE 'CONC. STRIPS(TYP.AT CONIC.TB. S ALL EXT.MASONRY �CONC.SLAB GRADE (BEYOND) BLK WALLS) (SEE STR DWGS) PROVIDE 15 GONT. / STON CONC.TB. MOLDING CONIC.TB. (SEE STR OWES-) _ (SEE STR DWGSJ �11-II Tu -u -I -I I I Illl 4'CONIC.S T NEW WALL FTG. -1- 11 _ IIIII . WS. VAPOR BARRI 11 11 �Vsl IV II::'i:fc III ff Section B �} SCALE: 1/2" = 1'-0" A_6 1 00 NEW SPANISH TILE ROOFING ON 901 CAP SHEET OVER 301 BASE SHEET ON 5/8' COX PLYWOOD SHEATHING W/10d NAILS FOYER HALL TO MASTER .6'C/C,ON PREFAB.WD.TRUSSES PORTE COCHERE PAVERS BEDR00 LIVING ecEN WIDE To PROVIDE IS CONT. ROOM PROVIDE MIN. 12 PROGRESS ASPHALTED 1/150 OF AIR ISSUE DATE:741-06 DRIVEWAY " CONDITIONED _ ATT PROJECT NO: j' ,Y;.;\. •' Y YXY, Y"�7 " v v Y vvy /�// III III NC.S .4 INBUL• DRAWN BT:E.D. R UL B CONC. - =VAP0IZE� I - T 1"541 = - - . IIII''--IIII ��I�I�I I�IIIII - _ r - m-m- =rnl-ter GYP BOARD ON FURRING APPROVED B�': -T�IE(1'�IIEI IIE III— = II II I�IIFI s =IILIIFII�I I 11=IIFII IE3,j� �=III���I „Lll_�Ik31 AT I...... I�„111�-rl—Il I I�III—I— I I I IEII II— �I�I�II� 11=11 I I II�II .-:: II III—III�I II I I—III�II��, I� III—II II I I—ll)= II�II�I�I� 11=1 I II�I�IIE CHANNELS 2410.G NAILED °IIII=1°I� III ul=ul-lu — II I�hI i�JIIIL�I II—IIIR. I —I—II a —I—lu INEW WALL FTG. T —I — 1 u=III — A���I= III=_u LIIL—I T Ih.IIh.IIIIL:.III�u Bll el TO BOTTOM CHORD OF GALV.MT ISLE STR.OWG4 i - FLASF{.ON P.T. TRUSSES NAILS EA I— =11 III-I l-II-f IT C2 Ell s Ell 1X3 WO.NAILER TB. III ., „lll„ „ul ll Itil FA CIA WD (SEE STR DWGS-) FASCIA Section A 2 BAR s GARAGE ` MOLOION DOOR TO THE SCALE: 1/2" = V-0" MOLDING HOUSE O ` I CONC.BLK S. GARAGE DOOR j (BY ODERS) ALL DRAWING AND WRITTEN MATERIALS DOOR HEREIN CONSTITUTE ORIGINAL WORK OF THE ARCHITECT AND MAY ONLY BE CONSENT FOYER \ I 1 DUPLICATED WTHEIR WRITTEN ��RAGE FOYER O COCH� `\ I $ i—�r� \ — ----------------- ------ ---\ I / ml -� /// \\\ II I II- GRADE /INT.FFELEV. L---_ PROVIDE IS CONT. ---- �• ^ ,...'.":.". SIGNATURE: � I — —TimI1mL ul�iT�i—� ul-1 �—I n II I�uIT NEW WALL FTC. - i I 4' GON_G.SLAB t ---------------- - -] SEE STR D _,F,I Td Ig VAPOR BARRIER SHEET TIT LE: ELEV.d ---------------- SCALE:m t r�w.—, Jill if il m SCALE:1/4"=1'-0" a I \\ Section C SHEET NO.:4 SCALE: 1/2" = 1'-0" A_6 • .9 I �'i \ L .8".H -i •Y ROOM. ,� e I jcl t A I z JO n NEW SPANISH TILE ROOFING ON 50'CA PIGGY ARCHITECT- NEW OVER 300 BASE SHEET ON B/8' BACK CDX PLYWOOD SHEATHING W/10d NAILS TRUSSES 12 B e I I i n & P ra • •b'C/G,ON PREFAB.WD.TRUSSES a r c h i t e c t s , a C B R-30 GATT CONIC' CEMENT TILE ROOFING ON: (SEE 8TR DUGS.) MTL.STRAP NBUL (SEE STR DWGBJ AA26000863 DADE COUNTY PRODUCT CONTROL APPROVED SPANISH "S" STYLE CONT.4'WIDE SCREEN 285 Sevilla avenue CERAMIC TILE ROOF INSTALLED AS PER F.B.C.SEC. 1518.8 AND VENT TO PROVIDE MN. MANUF.'S SPECIFICATIONS OVER HOT MOPPED 90# SLATESURFACE 1/150 OF AIR CONDITIONED GA TMTTL.FL. coral gables.florida.33134 OVER 30# ROOFING FELT WITH "TIN-CAPS" 0 12" O.C., ON 5/8" A 4 CONC. . NAILER ON CONT.WD tel 305.447.1927 CDX EXT. GRADE PLYWOOD SHEATHING FASTENED WITH 8d NAILS 6" (SEE(SEE STR.DUGS.) FASCIA fax 305.443.5986 O.C. AT EDGES AND IN THE FIELD AND 10d NAILS, 4. O.C. 0 STEEL COL.W/ GABLE ENDS WITH 2" WADE, 26 Go. GALV. DRIP NAILED 0 4" O.C. CONC.T8. PRECAST COVER Marshall Bellin AR-5564 AND 3" OVERLAP AT JOINTS WITH MASTIC SEALANT. CONTRACTOR (BEE 8TR DWGB.) STUCCO ON MTL.LATH (SEE STIR.DUGS.) SHALL PROVIDE ALL COPIES OF PRODUCT APPROVED MATERIALS. ON 1/2,CDX Glenn H Pratt,AIA,AR-9608 I/2'GYP.BOARD PLYWOOD SHEATHING WDR.C FURRING STRIPS AL NAILS S SUPPORTS 6'C/C I e 16'O.C. PROJECT: NEW SPANISH TILE ROOFING ON 500 CAP CRICKET HIGHEST ° PROVIDE RIGID SHEET OVER 30'BASE SHEET ON 5/8' POINT �� �O INSULATI N(R-5 cABT A RESIDENCE for CDX PLYWOOD SHEATHING W/10d NAILS CANT GAL ° (TYR AT ALL BALUSTERS a 6'C/C,ON PREFAB.WD.TRUSSES ML.FLASH, I/7'GYP.BOARD ON 1>0 EXT.MASONRY SOLVEIG SEVEN, LLC. MTL.STRA IGT Oic PROVIDE SRGI D e WALLS) 6737 SW 77 TERRACE (BEE STIR.DWGS.) INSULATION(R-5) BETWEEN STRIPS(TYP. MIAMI, FL. 33143 GOVT.4'WIDE AT ALL EXT.MASONRY �O Z WALLS) SCREEN VENT TO PROVIDE MIN. 12 1/150 OF AIR CONDITIONED 4 AREA NT.FF.ELEV. R-30 BATT MTL.STR4 ` ARC SHAPE GALV.MTL. ILL• (SEE STR DUGGS.) CONC.SLAB CONC.BL CONC.SL LONG.BEAN FLASH.ON P.T. (SEE 8TR DUGS.) (SEE 8TR DUGS.) (SEE STR DWGS.) (SEE 8TR DWGB.) 1X3 WD.NAILER GYP BOARD ON FURRING ON CONT UD CHANNELS e24'0G NAILED CONIC.TB. FASCIA CONIC.TB. TO BOTTOM CHORD OF (SEE STR DUGSJ (SEE STIR,DUGS.) TRUSSES (2 NAILS a EA. SUPPORT) KETSTON MOLDING I/7'GYP.BOARD ON 1X7 (f� STUCCO ON 8' P.T.WD.FURRING STRIPS a 1/2'GYP.BOARD 1 GONG.MILK Ir.' NSULATION(R-5)RIGID STUDS a 2244'O.G. BETWEEN STRIPS(TYP. Q AT ALL EXT.MASONRY — WALLS) r p- W.I.C. HALL W.I.C. DEN FOYER 'MIN WD.BASE 'MN WD.BASE GRADE / PROVIDE I9 CONT �\ PROVIDE N5 CONT. INT.FF.ELEV. - - - . INT. -II -,. �� III III III IIHI I,VIII-III-I II -1= =1 1 1 -I IIII -1 II I �I u11�1 I� - = ITR T- °III IU61- _ _ - Y._ - - - m m mY(< T _ _'Ill=11� VAPOR RR ~ II I i • II 6LAB l` PA _ - = 1 -1E�� PROGRESS NEW WALL FTC. I lu I 4'CONG. - _ _ SEE STR DUGS. ! m II 4 CON II -III- —I III u=L�IIVIIAIIPOIRARRIk� II-nF=r u� ISSUE DATE:7-5-06 s PROJECT No.: I'-T E DRAWN Bt:E.D. Section APPROVED BT: Section D SCALE: 1/2" = 1'-0" A_7 SCALE: 1/2" = 1'-0" A_7 CONC. DEC I 21-1, 5,-4, 2, 4'-2, \\ /© ABOVE I ` / ALL DRAWING AND WRITTEN MATERIALS HER HE ARCHITECT AND MAN OF ONLY BE MASTER // 6' 6. O © DUPLICATED WITH THEIR WRITTEN I `\ BEDROOM ,/ ` a T---------- - ■ ,; I SEAL: (SEE STTR.DwG8.) // COVERED / ® [ASTER / I Y I r IEDROOM 6' f 4'-0, 46-2• 14.1 4,.6, SIGNATURE: rSe�EEer1eDwaw / o T - Y SHEET TITLE: t _ 7 I ----- § W.I. CL. I 1 r-- . 3O ELEV. 44 s 1 { I I SCALE: v 12 9 1 ;r 8'CM.WALL SCALE:1/4"=V-0" I 12 SHEET No.:4 E I o " 1 \ I A 7 i I W.I. CL. i � N �s2 k{y r ' `�p'�u day" •;7�a lq� III� N R r a 01 /01 /2005 V JOE a. n L � r � h- • •\ ems s`_ w w • tV ✓ 2005. "� * . _ ' r. • ply� •'Rv � Sr` w i `•^'�' .! �; ,,,. «_gyp AF now i � . r*a ,fit j c _ 1 y t .om, /200'5 -.� •� _ 14 ,- -�3y� � �_�,P,�, F.:t�, •a � sue. : r '� ,s. , t 4 - ' C 4 � Yip• 1 .. Al wl' I Vv r . 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U R;%Or y.. �` .A"r rf' ,.. \ ! �y �.e�.d`��.. � 1•� U. O",�•. k `F'4µ1,x � �''��:� N r W.. . . ,� ,r fY� 9.� •� r ,1' A tom. "�'� IVA _ R - ,TRJI . . P• �i..,� 4�.f�w�i Vii: /� 01 / lJ 045 ms of ••. .,._. a.:.•, in:.. - ..;�„. ��sue,.. ,{,':• '- "' � ��- !k'y" ti4=M.�`«y � ,. � -,T�.. 6 � •�yi� .I V. u y ® iltE: .I r t ` � Y� / jz�G �- ��-�: "'a:= �"�"� �y .J. I/ "y •�•"l_''If, l'3 -,�r��:. � .4�'`+�m,y�. - ., I I .,\1 M1 ii I ' � `x f�1r� A'�y T(�Y � y • s, l J ' i' ,1 ifA� l�i i�' CITY OF SOUTH MIAMI PLANNING &ZONING DEPARTMENT © ENVIRONMENTAL REVIEW AND PRESERVATION BOARD APPLICATION STREET ADDRESS OF JOB: SOUTH MIAMI, FL PROPERTY OWNER: TEL.NO. ADDRESS: STREET CITY STATE ZIP WHAT IS THE PRESENT USE OF THE PROPERTY? SINGLE-FAMILY RESIDENCE BUSINESS OFFICE RETAIL STORE OTHER: APARTMENT OR TOWNHOUSE MEDICAL OFFICE AUTO REPAIR PLEASE,BRIEFLY SUMMARIZE THE WORK TO BE PERFORMED: ri WHAT WILL THE TOTAL COST BE TO COMPLETE THIS PROJECT? $ APPLICANT'S NAME: TEL NO. ADDRESS: STREET CITY STATE ZIP FAX NUMBER: 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 person indicated below): PROPERTY OWNER APPLICANT OTHER(provide name and address) + PLEASE SIGN YOUR NAME ON THE LINE ABOVE DATE E1rrr . o� • O"7 3 i .. - /l � �,, � "•.`k nit ,:1 �,*Ofi��.�q�/'�1�+..riN,}A,� � T7�}P,.�'' P�� : sv�OeLT 'ppo r6K►'t Y 9 t� to-i5-7 • so• t4,,*mo( , Im. 1 •r2 t South Miami F l o r i d a 1 II 41infl t NIV rll V-J I Y �.k 2001 f � i J27 -x• CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD 2006 APPLICATION DEADLINES AND MEETING DATES MEETINGS* DEADLINE (8 days prior) TUES 8.30 AM Noon Jan 3 Dec 26 (2005) Jan 17 Jan 9 Feb 7 Jan 30 Feb 21 Feb 13 Mar 7 Feb 27 Mar 21 Mar 13 Apr 4 Mar 27 Apr 18 Apr 10 May 2 Apr 24 May 16 May 8 June 6 May 26 June 20 June 12 July 5 June 26 July 18 July 10 Aug 1 July 24 Aug 15 Aug 7 Sept 5 Aug 28 Sept 19 Sept 11 Oct 3 Sept 25 Oct 17 Oct 9 Nov 7 Oct 30 Nov 21 Nov 13 Dec 5 Nov 27 Dec 19 Dec 11 a *Sec. 20-6.1(B)(2)(d)—First and Third Tuesday of every month. \\Mcgruf\planning\ERPB\ERPB Agendas\2006 AGENDAS\ERPB Meetings&Deadlines.doc Y�l 1zl.L. � � o Z a�!yM a{!I°d a oz ubl GDDJJa4ul o o Z IM PENOW