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5864 SW 77 TERR_EB-05-054 Part 1 City of South Miami PLANNING DEPARTMENT APPLICATION FEES DATE: 0 5 CHECK NO: N,A*E• ADDRESS: "51BG d7w `7 ? • PHONE NO: --5 Y c) —=3 J 03.41.300 ERPB HEARING FEES ot (Total) Applications for new construction in the RS and RT zoning districts Single unit ($500) All other applications for: New construction ($600);Renovation ($300); S' nces, walls, etc. ($150) For each additional appearance before the B d($100) VARIANCE 02.19.161 Advertisement and Notice Fees ............................($1,000) 03.41.200 Admin Fee.......................................................($1000) (TOTAL$2000) EACH ADDITIONAL VARIANCE.............................($750) SPECIAL USE/SPECIAL EXCEPTIONS 02.19.161 Advertisement and Notice Fees ............................($1,000) 03.41.200 Admin Fee.......................................................($1000) (TOTAL$2000) 02.19.161 REZONING APPLICATION (less than 10 acres).........($4000) 02.19.161 REZONING APPLICATION (more than 10 acres).....($13,500) LDC TEXT AMENDMENT I(General standards,misc. .provisions) 02.19.161 Advertisement and Notice Fees................................. ($1,000) 03.41.200 Admin Fee............... .......................................... ($1000) (TOTAL$2000) LDC TEXT AMENDMENT II(Change Permitted use Schedule) 02.19.161 Advertisement and Notice Fees................................. ($3,000) 03.41.200 Admin Fee............... .......................................... ($1000) TOTAL($4000) 02.19.161 COMPREHENSIVE PLAN AMEND AD FEE............$15,000) 03.41.200 COMPREHENSIVE PLAN ADMIN FEE.,.................($5,000) (Total$20,000). 02.19.161 ADMINISTRATIVE WAIVER AD FEE.......................($250) 03.41.200 ADMINISTRATIVE WAIVER FEE...........................($ 500) (Total$750) 02.19.161 PUD/MAJOR CHANGE LEGAL ADS($1,000) 03.41.200 PUD/MAJOR CHANGE ADMIN FEE($2,500) (Total $3500) 03.41.200 PUD MINOR CHANGE ADMIN FEE($1,000) 03.41.200 WAIVER-OF-PLAT APPLICATION($3,000) TOTAL l�� E:\Forms\Receipt forms\Receipt form UPDATED-REV 12-21-04.doc ' Part 1 City of South Miami PLANNING DEPARTMENT APPLICATION FEES DATE: CHECK NO: NAME: ADDRESS: PHONE NO: f 03.41.300 ERPB HEARING FEES " , �✓ (Total) Applications for new construction in the RS and RT zoning districts Single unit ($500) All other applications for: New construction ($600);Renovation($300); 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) I LDC TEXT AMENDMENT I(General standards,misc. .provisions) 02.19.161 Advertisement and Notice Fees................................. ($1,000) 03.41.200 Admin Fee............... .......................................... ($1000) (TOTAL$2000) LDC TEXT AMENDMENT II(Change Permitted use Schedule) 02.19.161 Advertisement and Notice Fees................................. ($3,000) 03.41.200 Admin Fee............... .......................................... ($1000) TOTAL($4000) 02.19.1.61 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) l 03.41.200 WAIVER-OF-PLAT APPLICATION($3,000) TOTAL ` v E:\Forms\Receipt forms\Receipt form UPDATED-REV 12-21-04.doc Part k . City of South Miami PLANNING DEPARTMENT APPLICATION FEES DATE: O CHECK NO: NAME: ADDRESS. PHONE NO: 03.41.300 ERPB HEARING FE rS &0o v V? (Total) - Applications for new construction in the RS and RT zoning districts Single unit ($500) All other applicat' ns fo New constructio 60 D.Y,Renovation($300); Signs, fences,walls, etc. ($150) For each additional ap earance before the Board($100) VARIANCE 02.19.161 Advertisement and Notice Fees............................($1,000) 03.41.200 Admin Fee......................... ........($1000) ...................... (TOTAL$2000) EACH ADDITIONAL VARIANCE............................($750) SPECIAL USE/SPECIAL EXCEPTIONS 02.19.161 Advertisement and Notice Fees ............................($1,000) 03.41.200 Admin Fee.......................................................($1000) (TOTAL$2000) 02.19.161 REZONING APPLICATION (less than 10 acres).........($4000) 02.19.161 REZONING APPLICATION (more than 10 acres).....($13,500) LDC TEXT AMENDMENT I(General standards,misc. .provisions) 02.19.161 Advertisement and Notice Fees................................. ($1,000) 03.41.200 Admin Fee............... .......................................... ($1000) (TOTAL$2000) LDC TEXT AMENDMENT II(Change Permitted use Schedule) 02.19.161 Advertisement and Notice Fees................................. ($3,000) 03.41.200 Admin Fee............... .......................................... ($1000) TOTAL($'4000) 02.19.161 COMPREHENSIVE PLAN AMEND AD FEE............$15,000) 03.41.200 COMPREHENSIVE PLAN ADMIN FEE..................($5,000) (Total$20,000) 02.19.161 ADMINISTRATIVE WAIVER AD FEE.......................($250) 03.41.200 ADMINISTRATIVE WAIVER FEE...........................($ 500) (Total$750) 02.19.161 PUD/MAJOR CHANGE LEGAL ADS($1,000) 03.41.200 PUD/MAJOR CHANGE ADMIN FEE($2,500) (Total $3500) 03.41.200 PUD MINOR CHANGE ADMIN FEE($1,000) 03.41.200 WAIVER-OF-PLAT APPLICATION($3,000) TOTAL V E:\Forms\Receipt forms\Receipt form UPDATED-REV 12-21-04.doc South Miami All-America Ciig 2001 CITY OF SOUTH MIAMI PLANNING DEPARTMENT TELEPHONE 305.663.6326 FAX 305.668.7356 FAX COVER SHEET DATE: July 19, 2005 FAX #: 305-662-3731 TO: Cad Studio Architecture, Inc. FROM: Lourdes Cabrera-Hernandez RE: Letter for ERPB-05-054 (meeting 7-19-05) PAGES (INCL. covim) 2 COMMENTS: K:\Forms\FAX COVER-PLANNING.doc TRANSMISSION VERIFICATION REPORT TIME 07/19/2005 15: 27 NAME CITY OF SOUTH MIAMI FAX 3056687356 TEL 3056687356 SER.# BROE4J585297 DATEJIME 07/19 15: 27 FAX N0. /NAME 93056623731 DURATION 00:00:35 PAGE(S) 02 RESULT OK MODE STANDARD ECM A.M. TIME_---P.M. , DATE r SOUttI Mld[Fal FOR M I Ali-America C" U OF FAX PH TELEPHONED MOB � T NED YOUR CALL W MES 2001 E CALL CAL AG O M , WANT OU 115 1154 jjEJVARTMENT TELEPHONE 305.663.6326 FAX 305.668.7356 FAX COVER SHEET DATE: July 19, 2005 FAX #: 954-885-7866 TO: Luis Briones FROM: Lourdes Cabrera-Hernandez RE: Letter for ERPB-05-054 (meeting 7-19-05) PAGES (INCL. covER) 2 COMMENTS: KAForms\FAX COVER-PLANNING.doc TRANSMISSION VERIFICATION REPORT TIME 07/19/2005 15:40 NAME CITY OF SOUTH MIAMI FAX 3056687356 TEL 3056687356 SER. 0 BROE4J585297 DATE,TIME 07/19 . 15:39 FAX N0. /NAME 819548857866 DURATION 00: 00:45 PAGE(S) 02 RESULT OK MODE STANDARD ECM T Action: At this meeting, the Board, staff and applicant reviewed request. The proposed awning installation is for the existing two-story building located in the"SR" Specialty Retail District. Motion: Mr. Trautman moved to defer with condition: 1. Applicant considers different design solution and provides more articulation that is responsive to the massing of the building on prominent street. The Board expressed to the applicant the need for a solution/ redesign that is going to complement the look of the columns and to integrate the shape of the stairs. Mr. Balli seconded the motion. Vote: Deferred 5 Opposed 0 2) CARPORT INSTALLATION [ERPB-05-0681 Applicant: Miami Awning Location: 5741 SW 84 Street Request: The applicant is requesting final approval for the canopy carport installation for the existing residence, located. at the above referenced location. Applicant present: Ted Linze Action: At today's meeting, the Board, staff and applicant discussed the request. The proposed canopy carport for the existing one-story building is located in the "RS-3" Residential: Single- family zoning district. The proposed flexible, canvas-like vinyl canopy carport will be installed on the existing driveway of the building, which accesses SW 83 Street. Motion: Ms. Mark granted final approval as presented. Mr. Balli seconded the motion. Vote: Approved 5 Opposed 0 3) NEW PRP-CONSTRI_JCTIO -[I R-05=054] Applicant: Poinciana Properties, Inc. Location: c5.864sSW 77-Terraes=�,, Request: The applicant is requesting final approval. for the design of the proposed two-story single-family residence. e Applicant present: Luis Briones EREB MINUTES.9=-6 033 -e- age-Po-f 5=1, Action: On July 19, 2005 staff recommended conditions due to no quorum and the ERPB deferred the application with conditions on June 22, 2005. At today's meeting the Board, staff, and applicant discussed the conditions that were addressed by the applicant. Motion: Mr. Balli granted final approval with the following conditions: 1. Trellis be moved up to the fence level and the gate be located in.the rear portion of the trellis; 2. Trellis and fence shall look integrated. Mr. Jude seconded the motion. V, ot : App T rove`--5, Opposed 0 4) NEW CONSTRUCTION [ERPB-05-069) Applicant: Praxis Architecture Location: 8325 SW 58 Avenue Request: The applicant is requesting approval for a single-family(twostory residence) located at the referenced location. Applicant present: Jose Sanchez Action: At today's meeting, the Board, applicant and staff discussed the request for preliminary approval. The existing vacant property is located on the southwest corner of SW 58th Avenue and 83rd Street. Motion: Mr. Trautman moved for preliminary approval with the following conditions: 1. Finish the scoreline in the south and east elevation so that the treatment (banding) can continue throughout the rest of the walls; 2. On east elevation provide landscaping with taller elements such as solitaire palms; 3. Addition of two windows on second floor as shown on east elevation (rendering) and ; 4. Maintain Board's selection of Option #1 for color scheme. Ms. Mark seconded the motion. Vote: Approved 5 Opposed 0 5) NEW CONSTRUCTION [ERPB-05-070] Applicant: Francisco &Alina Toress de Navarra Location: 5835 SW 81 Street Request: The applicant is requesting final approval for the design of the proposed two-story single-family residence. <EERPB-MINUTES-9=6=05= cPage 3=of 5> SUU7, U �. INCORPORATED 1927 �0 RtDp September 6, 2005 Attn: Luis Briones, V.P. Poinciana Properties, Inc. 3971 SW 8 St Coral Gables, FL 33134 Re: Environmental Review $ Preservation Board No. 05-054 NEW CONSTRUCTION 5864 SW 77 Terrace South Miami, FL On the ERPB meeting of Tuesday, September 6, 2005 the motion was final approval with the following conditions, to be met by the applicant. . 1. Trellis be moved up to the fence level and the gate be located in the rear portion of the trellis; 2. Trellis and fence shall look integrated. Your next process is to submit for a building permit by contacting the Building Department at (305) 663-6358. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at (305) 663-6347 at the Planning Department. Note: Pursuant to Section 20-5.11(L) Expiration. Final approval by ERPB shall lapse after six (6) months if no permit is issued, except as may be extended by the ERPB for a period not to exceed six (6) months. Sincerely, �1 Q� Don O'Donniley, AIC Planning Director Planning Department An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing same with the city clerk upon a form prescribed therefore. Appeals may be taken by the applicant, interested citizens, or the city administration [per § 20-6.2 (A) of the City's Land Development Code]. If you have any questions concerning this matter, please contact Lourdes Cabrera-Hemandez, of the Planning 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: September 6, 001 Review & Preservation Board Tuesday 8:30 Via: Don O'Donniley Planning Director From: Lourdes CabIrqr ernandez Re: ERPB-05-054 Planner New Construction Applicant: Poinciana Properties, Inc. Location: 5864 SW 77th Terrace, South Miami Request: NEW CONSTRUCTION: Residential BACKGROUND: Staff recommended conditions on July 19, 2005 due to no quorum and the ERPB deferred the application with conditions on June 22, 2005 refer to the attached letters dated July 19, and June 22, 2005 for details. The one condition refers to the subject property and the two front yards. Property faces SW 77th Terrace and SW 78th Street. At this time, the plans indicate an alternative solution to the "decorative wall with entry feature" facing SW 78th Street and a picket fence. The elevations submitted does not comply with the Land Development Code. Survey & Legal Description: See attached property survey revised on 06/01/05. Existing Conditions: The property survey indicates the existing one story cbs building to be demolished. Any landscape removal requires submittal and approval of a tree permit application. Landscaping Plan: A landscape plan, irrigation, mitigation and grading has been submitted for review and comments. Applicant has gone through the process and was exempt from obtaining a permit for the removal of the avocado trees, refer to the attached tree removal permit application. Site plan including Zoning: RS-3 "Low Density Residential" and the use will be single-family (two-story residence) with swimming pool. Pursuant to Section 20-3.5E of the Land Development Code Dimensional Requirements for Single-Family District Site plan & Floor Plan: Indicate path configuration, space relationships and circulation. In the "Fairglade Park" Subdivision the property fronts SW 77th Terrace and is adjacent to the right-of-way SW 78th Street. Elevations: The elevations indicate scale and proportion, finishes and materials. Refer to sheet. A-5.0 for well proportioned and scaled elevations, nicely decorative and detailed railings and accent features. Color scheme as follows: the walls light yellow (BM 2022-60), shutters in blue (BM 2062-60) and white trims (OC-125), actual color to .be presented at the meeting. 5864 SW 77 Terrace ERPB-05-054 presented on September 6, 2005 New Construction: Residential Page 2 of 2 In reference to the ERPB letters July 19, 2005 and June 22, 2005. The following are the recommendations that have been addressed: 2 fences exceeding four feet in height along rights-of-way shall provide for a minimum of sixty percent open area for all portions between four (4) and six (6) feet in height above grade., and 3 Maximum building height 25'-0", and, 4. submittal of a landscaping separate from site plan, and 5. submittal of irrigation and grading plan, and; 6. submittal of a tree removal permit; and 7. exterior paint and color scheme; and RECOMMENDATION: Deferral with the following conditions: 1. As the conditions stated at ERPB meeting, attached letter dated June 22, 2005," and, 2. (8) The Board to provide staff guidance as to whether the alternative solution is acceptable; and 3. (9) Any comments and/or suggestions from the Board. Attachments: ERPB letter dated July 19, 2005 ERPB letter dated June 22, 2005, Application, Sketch of Survey, Architectural Plans: Site plan Landscape plan, Grading, Irrigation, Mitigation, Floor plans, Elevations, Sections, and photographs. LCH K:\ERPB\ERPB Agendas\2005 AGENDAS\ERPB September 6,2005\ERPB-05-054RR.doc o� source Ar r q r .a U •. • INCORPORATED - 1927 4C OR-j June 22, 2005 Attn: Luis Briones, V.p Poinciana Properties,Inc. 3971 SW 8 Street Coral Gables, FL 33134 Dear Applicant: This letter is to confirm for the record that the request for preliminary approval of: NEW CONSTRUCTION [ERPB-05-054] 5864 SW 77 Terrace South Miami, FL The ERPB action for the meeting of Tuesday,June 21, 2005 is the following: Deferred the application . with the following conditions: (1) applicant re-design the configuration for the front of SW 78 Street by making it become more of a front fagade and by altering the pool configuration and by adding a property decorative wall with an entry feature. Note: The Board addressed the issue of the two front yards and for that reason requested applicant to re-design the house on the SW 78 Street side. The next deadline date is Monday at noon, June 27, 2005, for the upcoming ERPB meeting of Thursday, July 7, 2005. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at(305) 663-6347 at the Planning Department. Note: Pursuant to Section 20-5.11(L)Expiration. Final approval by ERPB shall lapse after six (6) months if no permit is issued, except as may be extended by the ERPB for a period not to exceed six(6)months. Sincerely, Don O'Donniley, AICP Planning Director Planning Department An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing same with the city clerk upon a form prescribed therefore. Appeals may be taken by the applicant,interested citizens, or the city administration [per § 20-6.2 (A) of the City's Land Development Code]. If you have any questions concerning this matter,please contact Lourdes Cabrera-Hernandez,of the Planning&Zoning Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6 4 soU�h o INCORPORATED 1927 P ORiV July 19, 2005 Attn: Luis Briones 3971 SW 8 Street Coral Gables,FL 33134 Dear Applicant: This letter is to confirm for the record that the request for approval of: NEW CONSTRUCTION [ERPB-05-054] 5864 SW 77 Terrace South Miami,FL was recommended by staff on Tuesday,July 19, 2005,and was: Deferred with the following conditions: (1) applicant re-design the configuration for the front of SW 78 Street by making it become more of a front facade and by altering the pool configuration and by adding a property decorative wall with an entry feature; (2) fences exceeding four feet in height along rights-of-way shall provide for a minimum of sixty percent open area for all portions between four(4) and six(6)feet in height above grade; (3) must comply with maximum building height 25'-0"; (4) submittal of a landscaping separate from site plan; (5) submittal of irrigation and grading plan; (6) submittal of a tree removal permit; and(7) submittal of exterior paint and color scheme for final approval. The City's Environmental Review & Preservation Board (ERPB) meeting was cancelled for lack of quorum, and the application was administratively deferred by the Planning Director with the above conditions, which constitutes ERPB approval as per Section 20-6.1 C(4)(c). The next deadline date is Monday at noon July 25 2005, for the upcoming ERPB meeting of Tuesday, August 2, 2005. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at(305) 663-6347 at the Planning Department. Note: Pursuant to Section 20-5.1 l(L)Expiration. Final approval by ERPB shall lapse after six (6) months if no permit is issued, except as may be extended by the ERPB for a period not to exceed six(6)months. Sincerely, Don O'Dooi i ey,AICP Planning Director Planning Department An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing same with the city clerk upon a form prescribed therefore. Appeals may be taken by the applicant,interested citizens, or the city administration [per § 20-6.2 (A) of the City's Land Development Code]. If you have any questions concerning this matter,please contact Lourdes Cabrera-Hernandez,of the Planning&Zoning Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6347. CITY OF SOUTH MIAMI Planning & Zoning Department City Hall, 6130 Sunset Drive, South Miami, Florida 33143 Phone: 305.663.6326 or 6347; Fax: 305.666.4591 APPLICATION FOR TREE REMOVAL / 560 -n South Miami Florida Project Address: z��'�-I Property Owner: PIM,°1C4,/-V '}n �� 5 ✓ G Phone::LIL "Ll'(� �G Address: �. i Work To Be Performed By(check one): Contractor Owner/Builder Contractor: P A-i 11C- Phone: �<--�G Ow ME N'S P• Z-vr t3,��oa1�5 (�S �j�o- a�°� Address: This application is for the removal of(be specific): •- -Uvo --pzf� (A-VOcR-0c,) /4---5 U e of property( heck one): Commercial Residential Si afore of ntr o Quali r Signature of P p wner. Notary: �ublie!Mate Of Florida Notary: 4 ' . riNana Vera U State of f:iodda Mr COmmission 003 37• Madliena Vera I Two copies of a site pla .. e �sRe m luded. '� �` My Commission D0380437 � Depending on the type of tree(s), the fee for a tree removal permit is $50.00. Expires 12/19/2008 This permit may be approved with conditions, limitations, and/or restrictions. �}} t ["?�Mp '? J_ 4 "t "•h.ir .+r1�..,.Try,. .:. .-V.:.... rn... a4.h.s ..._ ..... - °:- .,.. -...r .r.. .. _....r- ... ..:e ., j Tree survey or site plan must be attached (2 copies). PLANNING & ZONING DEPARTMENTAL APPROVAL YES, NO Does this application involve a Natural Forest Community? Does this application involve protected and/orspecimen trees? � Has this application been incomplete for 120 days or more? Effective ��,� Expiratio j Approved? CA/ Date: Date: If yes, by: nditions imitations, restrictions, if any: rl e mI <0 gv r , I , I i moonlight white moonlight white OC-125 CSC.-125 i I BENJAMIN MOORED BENJAMIN MOORE(' COLOR VIEW" COLOR : :". VIEW" As coio sa: ,les a a ay age, As color samples are affected by age, ght, eot ena me he nical c aiing light, heat and mechanical coating processes,this sample may very shahtly processes,this sample may vary slightly � In color or nnish tram the actual point. in color or finish from the actual paint. I , lithe in USA 03/0 litho in USA 03/01 . I , ------- I _ 1 moonlight white moonlight white CSC-125 CSC-125 I BENJAMIN MOOREa BENJAMIN MOORED COLOR VIEW" COLOR ---'.VIEW- , II As ccler samples are affered by age, As coio) sarnples are affected by age, light, heat and mechanical coating light;heat and mechanical coating processes,this sample may vary slightly processes,this sample may vary slightly in color or finish from the actual paint. in color or finish from the actual point. litho in USA 03/01 litho in USA 03/01 ,I I I light yellow li t allow blue hydrangea blue hydrangea 2022-60 202 yellow 2062-60 2062-60 n� a BENJAMIN MOOR E® BENJAMIN MOORED' BENJAMIN MOORE BENJAMIN MOORED C? �..C�F �CCyEwn' COLOR iJIlEyV.rn COLOR COLOR " i/IEVUnn W 1- ��J l As c ��� v �� "s color sample are affected b age, poor samples are afr'ertea h�-tee I As color samples are affected by age- As coin pie alt affec_d by �^ p Y 9 grr,near ano mechanical Coating light,neat and mechanical tooting light,heat and mechanical coating light,heat and mechanical coating processes,this sample may vary sli,fitly processes,this sample may vary.slightly processes,this sample may vary slightly p p y y g processes,this sample may vary slightly r ir.color or finish from the actual paint. in color or finish from the actual paint. in coio: or finis'r:from the actual pain:, n calol or knish from the actuai point. 03/01 litho in USA 03,%U1 litho in i)S�, litho in USA 03/01 litho in USA. C)3/01 _+ ------------------------------ 1 1 I i light yelie>w light yeiiw blue hydrangea blue hydrangea 2022-60 2022-60 2062-60 2062-60 I ORES BENJAM ) 9�1 htOORE BENJAMIN MOORED BENJAMIN MOORE@ B E N i A/y1 IN N t .) C;COLOR `oC`E4!'a/r, �L. e I 1iV C 0L0R VIE�1/rm G0I 0 R \flEWrr � 1 As color samples are affected by age, As color samples are affected by age, As color sornpies are affecae by ago-. A;:corer samples are offected oy age light,heat and mechanical coating light,heat and mechanical coating light,hear and mechanical coclino li ht,heat and mechanical coating Processes, y y g' processes, processes,this sample may vary slightly i processes,this sample may vary slightly oaass_=s,this sample may vary sli fitly rr resses, this sample may vary slightly i, color car finish from tr,e a%dual raoint. in color or finish from the actual paint. n color or finish from the actual paint. in coio, o finish from the cctual paint litho in US/- C.)3/0'. litho in tJSA 03;01 litho in USA 03/01 litho in USA 03/01 Luis R. Briones Poinciana Properties, Inc. 3971 S.W. 8h Street Suite 205 Coral Gables, Florida 33134 June 23, 2005 Mr. O'donniley: Please be advised that prior to the ERPB presentation on June 21, 2005, I did have a meeting with Ms. Lourdes Cabrera-Hernandez. After reviewing the plans, Ms. Cabrera - informed me that the pool was not in conformance with the double frontage lot requirements. We included the pool in the preliminary plans in order have a more detailed set of plans and to show that we had the intentions of building a pool in the backyard of the home. However, I felt it was sufficient to place the words "pool by other" hoping that this would defer the pool from any comments at the preliminary stage. Nevertheless, I apologize for any confusion this may have caused and for my absence from the meeting. In addition, I would like to inform you that Ms. Cabrera and the rest of the South Miami Zoning staff are a pleasure to work with, and I hope this incident did not create any negative impact on them. Sincerely, Luis Briones Poinciana Properties, Inc. r CITY OF SOUTH MIAMI I Excellence, Integrity, Inclusion ENVIRONMENTAL REVIEW& PRESERVATION BOARD To: Chair & Members, Environmental Date: July 19, 2005 Review & Preservation Board Tuesday 8:30 a.m. Via: Don O'Donniley AW Planning Director From: Lourdes C bre -Hernandez Re: ERPB-05-054 Planner New Construction Applicant: Poinciana Properties, Inc. Location: 5864 SW 77th Terrace, South Miami Request: NEW CONSTRUCTION: Residential The ERPB deferred the application with conditions on June 22, 2005, refer to the attached letter dated June 22, 2005 for details. The one condition refers to the subject property and the two front yards. Property faces SW 77th Terrace and SW 78th Street. At this time, the plans indicate an alternative solution to the "decorative wall with entry feature" facing SW 78th Street. The plans to scale indicate a five foot high picket fence, a wood trellis, a hedge and four oak trees refer to sheet A-1, Site plan and A-6 Elevations. The elevations submitted does not comply with the Land Development Code. Pursuant to section 20-3.6 (H)(2)©(i) Wooden fences exceeding four feet in height along rights-of-way shall provide for a minimum of sixty percent open area for all portions between four(4) and six (6) feet in height above grade. Survey & Legal Description: See attached property survey revised on 06/01/05. Existing Conditions: The property survey indicates the existing one story cbs building to be demolished. Any landscape removal requires submittal and approval of a tree permit application. Landscaping Plan: A landscape plan sPnarate frnm_the sit ired prior to final submittal and review. Although . oaks are being proposed, the canopy replacement for the removal of the mai go di.. ndo tress will be required. f Site plan including Zoning: RS-3 "Low Density Residential" and the use will be single-family (two-story residence) with swimming pool oriented east west. Pursuant to Section 20-3.5E of the Land Development Code Dimensional Requirements for Single-Family District. (max. 40% impervious w/turf block driveway) Maximum building height 25'-0". Pursuant to Section 20-2.3 of the Land Development Code, Building Height. Shall mean the vertical distance from grade to the highest point of a flat roof or parapet, or the highest point of a mansard roof, or the average height between the high and low points of a pitched roof. (Ord. No. 12-90-1452, 7-24-90) { 5864 SW 77 Terrace ERPB-05-054 presented on July 19, 2005 New Construction: Residential Page 2 of 2 Site plan & Floor Plan: Indicate path configuration, space relationships and circulation. Comments: In the "Fairglade Park" Subdivision the property fronts SW 77th Terrace and is adjacent to the right-of-way SW 78th Street. Elevations: The elevations indicate scale and proportion, finishes and materials. Comments: Noted on the elevation legend, sht. A-5.0, a well proportioned and scaled elevations nicely decorative and detailed railings and accent features. Color scheme has not been determined at this time. Elevations must indicate a maximum building height 25'- 0". RECOMMENDATION: Deferral with the following conditions: 1. As the conditions stated at ERPB meeting, attached letter dated June 22, 2005," and, 2 fences exceeding four feet in height along rights-of-way shall provide for a minimum of sixty percent open area for all portions between four (4) and six (6) feet in height above grade., and 3 Maximum building height 25'-0", and, 4. submittal of a landscaping separate from site plan, and 5. submittal of irrigation and grading plan, and; 6. submittal of a tree removal permit; and 7. exterior paint and color scheme; and 8. The Board to provide staff guidance as to whether the alternative solution is acceptable; and 9 Any comments and/or suggestions from the Board. Attachments: ERPB letter dated June 22, 2005, Application, Sketch of Survey, Site plan/landscape plan, Floor plans, Elevations, photographs. LCH K:\ERPB\ERPBAgendas\2005AGENDAS\ERPB July 19,2005\ERPB-05-054R.doc I C< O U IT, ,yf • INCORPORATED 1927 CORYO P June 22,2005 Attn: Luis Briones,V.p Poinciana Properties,Inc. 3971.,SW 8 Street Coral Gables,FL 33134 Dear Applicant: This letter is to confirm for the record that the request for preliminary approval of: NEW CONSTRUCTION[ERPB-05-054] 5864 SW 77 Terrace South Miami, FL The ERPB action for the meeting of Tuesday,June 21, 2005 is the following: Deferred the application with the following conditions: (1) applicant re-design the configuration for the front of SW 78 Street by making it become more of a front fagade and by altering the pool configuration and by adding a property decorative wall with an entry feature. Note: The Board addressed the issue of the two front yards and for that reason requested applicant to re-design the house on the SW 78 Street side. The next deadline date is Monday at noon, June 27, 2005, for the upcoming ERPB meeting of Thursday, July 7, 2005. If you have any further questions regarding this application, please contact Lourdes Cabrera-Hernandez at(305) 663-6347 at the Planning Department. Note: Pursuant to Section 20-5.11(L)Expiration. Final approval by ERPB shall lapse after six (6) months if no permit is issued, except as may be extended by the ERPB.for a period not to exceed six(6)months. Sincerely, Don O'Donniley,AICP Planning Director Planning Department An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing same with the city clerk upon a form prescribed therefore. Appeals may be taken by the applicant,interested citizens, or the city administration [per § 20-6.2 (A) of the City's Land Development Code]. If you have any questions concerning this matter,please contact Lourdes Cabrera-Hernandez,of the Planning&Zoning Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6 1- CITY OF SOUTH MIAMI PLANNING &ZONING DEPARTMENT ENVIRONMENTAL REVIEW AND PRESERVATION BOARD APPLICATION — f4e, STREET ADDRESS OF JOB: rj8�p� `J(A-) SOUTH MIAMI,FL PROPERTY OWNER: {701MC4PO k TEL.NO. Cam) &-71ce ADDRESS: STREET - CITY STATE ZIP 3313 WHAT IS THE PRESENT USE OF THE PROPERTY? x SINGLE-FAMILY RESIDENCE BUSINESS OFFICE RETAIL STORE OTHER: APARTMENT OR TOWNHOUSE MEDICAL OFFICE AUTO REPAIR PLEASE,BRIEFLY SUMMARIZE THE WORK TO BE PERFORMED: I M&Ca m i L� �ATILL-THE-TOT-AL--EOST�E-T-O-COM- L-ET�T-HIS-PROJEC t: �'��i _ t 1 APPLICANT'S NAME: ?0i�CGAN A- rmper-h e S l t N� TEL NO. L�J N qq— &-7 tp ADDRESS: l STREET CITY STATE ZIP FAX NUMBER: LjqK 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): X PROPERTY OWNER �OON� �" �'�� •��—s ��L . APPLICANT (� A L5 91(51. OTHER(provide name and address) ` ,_. i �1 e os- LEASE SIGN YOUR NAME ON THE LINE ABOVE DATE 5KETC:H OF SURVEY SCALE: I"=30' LC CATIC CE 7 U1 16'A5PHALT PAVEMENT — — --i -, N 17 PARKWAY FD.LP 1 ss.oa •I wl 25' YD.I.P 75.00' FD.I.P. 5 Z 9 30, IRLE T OP W 6 'f w CORNER THE EAST LINE OF \0: O" 3 z Q YJ9 DGC w ' OF E5 55 FEET L99-1-„-I I!- p @ x a'INSIDE Q '� u�4l~ =�''�' THE WE;tT LINE OF S.W. 7Hth' $TREI y 25'R/W 0,80":651 c. L- s Iu p O ° f COLUMN =,n u-I= <r ° THE EAS T 70 FEET s n'w LLC'ONC Pe ~'T p�'I-m O N nEpce OF LOT 4 pj O.5' Q I.s'INSIDE U) - CAR PORCH O OUTSIDE PDAVfS I WOOD I[ODP f.ONCWA •— HIGHLAND:n' a o a r. 5I PG, 59) 0.3a OUT51DE I f _ B`�4.7a ONE 5TORY 0 Cow. C85 B. 7 LEGEND: � AVOCADO HSH ry-0- Z N F.F.E,=12�.G4'ID.w _ 1 S L?A.CSMi. -UMGTE3 PLANT WPMCNT - 3-25' C R •OG•OrB ILANT[R H G' 3 .OB' _ Q ON ZINC THE WT,S FEET Or LOT S.WD T[IG -D"NCItm WCMWf E 'Ni O _ ACCORp,NG TO TM MT THEREar AS RECORDED ip ' .T ,2' .HE M5UC RECORDS Or MIAMI-0ADE COUNTY.FLL ' -ODOTCS RIGrRO•wAr FANG..5TTEEPC'_I - 5URVPYp_ R'5 REPOPT. 9Wx -OCNOtT9 SmewALR � � in . 'n• :DENOTES MALI npG 00. - OWNeRS[TIP 15 Sumecr TO OPINION O'TOLL WT -DCNDTT'9 PAVDA[M ` AVOCADO O EXAMINATION Or iTIC ABSTRALT OF M• -D[NOip GTLn B\9M. .� D-IS.y -`' DETERMINE RYCOROEp INSTRLIMEMST, AAry•LAr(C • -DENOTE"ATERMCTER 13.2' °_ H-a I MAN O V Il• -OpLDTE95R I/YTID"DNfmo.I'R'E LMTH rN NO 2262 5-3a 0- \°' TMRe MAY BC ADDINONAL RESTRICTIONS tRAi nRL W\'• -DENOTCSLA POL4 •,3�o h S:25..O SURVEY THAT MAY BE FOUND M THE PUBLIC RE CORE -DENOTES 11G[IT FOE 0.25'aUTSIDE Q�9 o C �' MLS BOIRDARY SURVEY WAS PREPARED IN ACCORD i.BAe. -DOLpTr9 NI•'+PORARYBGNCH MARK In CLUSTERI •CCHMCAt STANDARp99CT"RTH'BYTM FLE/WOA! DCNOTM R CDN0ITIOLmtG'CDNL.5lb O.I O OUTSIDE O PALMS X30 '�UTSIDG SURVEYORS AND MAPPERS PURSUAM TO9KTTpN 4 CONE. -DENDRy CONGRCR .CORNER STATUTES AND TO CHAPTER 61617 OF TM P.A.C. FOD:n. `N U.P.DP W,/2,5W1/4.SE1/4,NG1/4 •DWOT"5 rO,pyp GRILL nOt" sTRCR RAV.BIRIDRJG sCTBACT.ZONING REOUIRCM[ C.BS. -DCA'DI[9 CONCRE}[MOQ STUCCO m 5ET.I.P. 9E-STREET BY C%VNGR 11GroREA KING RIOUIRMO P.�."U.'V, -°"NOTE"MMH PLOOR["NATION ° DFALFA 75 13' P0.u1D Ia PARKWAY 0 i'.P.L.TRANSFORMER THERE MAY BE UNDERGROUND UTILITIES CRO551NGT 3ET NsD 'DOUOiLS[OUND NM AND DqC \ MUST BE NOTIFIED BEFORE ANY DIGGING OR CONS, •DGNOiE3 yR NML AND DOC O\OT x•14'ASPHALT PAVEMENT ELNAT,ON9 ARE REIATNETO TnE 1925 N.G.V.D,w ° .DCNOns Cm IDdG S.W_78Eh STREET °' ANDAREGASM DNABENCHMARKSUP,,,G6;TM Cry •DOTpTC3 C•\BIE TEL"V1910N - DQARTMENT Of MIAMI-DADS COUNTY,FLORIDA -D"NOlrg rLObpA POw"R AND UGrrt — R �•v. --ENOTE5901TTM[RN O[IL iCTAHOM 9ENCH MARK-9pVTM MAMI ELN.1941 Ir.5.5 PD.,J. -ENpTE"POUND DtaL AR - FLOOD 20NG AE COMMUNITY:,20658 SUFFIX:l Co. -DOlOMCONCRETEBLOO:91UCCp m I DATCOPrIRMI3-2-54 CLEVATION:IO -DENOTES OV[Rr YARE p H- -DENOTES HDGHT 3'U FOR TBM SEE SK.?CH OF SURVEY -DC-.TM OWM"TC!! DAVI5111 PG.59) DATE OF SURVEY,01-2L-2095(05-23.2 _. 5- -DCNOTp yr[rA0 - DAV151 PG, ND 51), $ CERTIFICATION: MAN' G. uPRA AND Lr)I HEREBY CCRTRY i1MT THR GOUNDAW SURV"Y WA9 PP:PAR[D - fNG/NE�PR$ UNIT SURVEI'OR! UNDER MY OIREC(SUP[RVIS:ON ANO innTR I9 iRU[ 139L0!.w,•>GS My�,y"y»:i9 PM1 TO THE BFSLOr MY KNOWLEDGE AN09DICF. AND COWJ'T BOUNDARY: IONS:NW,IEL G.YEW, - PROPERTY OF: PPUPL591^.N•AL SL ryfl•OR 06-0I-05 ApDED:XIS IiNG BUILDING AI ITAII ND MMFER N:22G2 NOT VALID WTTnDUT TM SIGNATURE AND R2ORI[N'J.RN9Ep - SFAL Or A[IORIDA LICENSED SURVEYpR AND MNPER DATE pRAVN BY SCALE 01-28-05 C.A. 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Tii Pm :1.1 is j�i' !1 CITY OF SOUTH MIAMI Excellence, Integrity, Inclusion ENVIRONMENTAL REVIEW& PRESERVATION BOARD To: Chair& Members, Environmental Date: June 21, 2005, Review & Preservation Board Tuesday 8:30 a.m. Via: Don O'Donniley 1 � Planning Director From: Lourdes Cabe 'H rnandez Re: ERPB-05-054 Planner New Construction Applicant: Poinciana Properties, Inc. Location: 5864 SW 77th Terrace, South Miami Request: NEW CONSTRUCTION: Residential Survey & Legal Description: See attached property survey revised on 06/01105. Existing Conditions: The property survey indicates the existing one story cbs building to be demolished. Any landscape removal requires submittal and approval of a tree permit application. Landscaping Plan: A landscape plan will be submitted prior to final review taking into consideration the canopy replacement. Site plan including Zoning: RS-3 "Low Density Residential" and the use will be single-family (two story residence) with swimming pool. Pursuant to Section 20-3.5E of the Land Development Code Dimensional Requirements for Single-Family District. (max. 40% impervious w/turf block driveway) Site plan & Floor Plan: Indicate path configuration, space relationships and circulation. Comments: In the "Fairglade Park" Subdivision the property fronts SW 77th Terrace and is adjacent to the right-of-way SW 78th Street. Elevations: The elevations indicate scale and proportion, finishes and materials. Comments: Noted on the elevation legend sht. A-5:0 a well proportioned and scaled elevations nicely decorative and detailed railings and accent features. Color scheme has not been determined at this time. RECOMMENDATION: Prelimina!y Approval with the following conditions: 1. submittal of a landscas« ..- . - 2. exterior paint and color, 3. Any comments and/or sugge�. Board. Attachments: Application, Survey, Site plan, Floor plans, Elevations, photographs. LCH K:\ERPB\ERPB Agendas\2005 AGENDAS\ERPB June 21,2005\ERPB-05-054.doc CITY OF SOUTH MIAMI PLANNING &ZONING DEPARTMENT © ENVIRONMENTAL REVIEW AND PRESERVATION BOARD APPLICATION STREET ADDRESS OF JOB: SSCO� Lk) �� � �� SOUTH MIAMI,FL PROPERTY OWNER: fbit,3"Af3A r fF0?CfM3H G-5 TEL.NO. ADDRESS: 3 11 t S t,� E3 51*100` 150l T— zxO ccy—a t G-a hle s STREET CITY STATE ZIP 3313 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: Nc W 51MGC& firm! Ly . S t t>e lw WHAT WILL THE TOTAL COST BE TO COMPLETE THIS PROJECT? APPLICANT'S NAME: �01�G�kN ��"r"r` 1 TEL NO. ` J(q�� ADDRESS: STREET Q CITY STATE ZIP FAX NUMBER: C � ggLf _ _`0j3 t c.� 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): X FUIN C,jA4J4- 'F rbFIC—:F G SS ) PROPERTY OWNER k'U S R l"Ofic S V.F. APPLICANT OTHER(provide name and address) EASE SIGN YOUR NAME ON THE LINE ABOVE DATE is 5KETCh OF 5URVEY SCALE: 1"= 30' LOCATR 5.W. 7th TERRACE _ _ _ S•W. 7 I G'ASPHALT PAVEMENT PARKWAY •' FD.LF - 6 - 5 I S .00' 75.00' FE).1.P. - w 1 25' YD.I.P 9 Luste or Z BLOCK 30' iue z CORNER THE EAST LINE OF `0- pug 3 .° D EDGE >LU Q THE WE5T 55 FEET r- ui a- Q 2.tl'IN91DC - OF LOT 5 :� °� pI + ° THE WE;iT LINE OF S.W. 78th-- ,STRD :51 25 R/W oCOLWNs " =m I w�, 'T D THE EA_°T 70 FEET Ps I-co LO" In R °'n �I :•HIGH CONC m O D HEoGc OF LOT 4 WALL 10 5' I ¢LS•INS10e p I 3 CAR PORCH ,' raves 2sOUTSIDe DAVIS HIGHLAND: wI W00D ROOF. WALL C.L.P. P.B. 51 PG. 59 l!1 b. I.s N 35.34 4.0 , 0.30'OUTBID[ U _ m _ 4.7a ONE5TO Y ° d' ' C135 BI ri L� • CONC. - #586 m LEGEND: AVOCADO � ^ a F.F.E.=I�I.64'lo.°°' _ . MR.oMr. -DfNOTCS uTIUtt[n9[MENT ON LINE TME'CAST 45 FEET Or LOT 5 AND THE weST 30 rEE1 n -acwore�FLANrcit B 6' ,oe' - ACCORM c6 TO MEP w t laA�oeRee°R�o u 6 -°eNOTCV CENTER LANE ,r .z,. M4 a Couem.Fu sMr. -DENOTES fASBAwT CONG`coNC. SURVEYORS REPORT: RAV -OSICTISRIGHTOFWAY 3T[P 9wL DENES 5wA OWERSHIP 15 SUBJECT TO OPINION OF M Z. S. CRAMINATIO;L OF tN[ABSTRACT OP TRL[wILL HAVE .n. -OENOTC5 MAN HOLE AVOCADO OE MIN NE 4 OF THE ABSTRACT Or T IF ANY,HAVE AHC FVMi -fNOTC9 MVEMEM ~ 13.2 ^L, a D-1'3' I O MAN CD. -DMTOCATCH1 . H-3b TII[REMAYBE ADDITIONALRLSTIoCrONSTHAT ARE SET. -U[NOifS wATIX N1CTfR 5-30 D° SURVEY THAT MAY Be MOUND M THE PUBUC RECORE 3cr l.r. -ofnoTE55CT U2TIDYONGIAL0,H,INThCMN0:2G2' �� I H-30 1115 BO1JNOARY SURVEY WAS PREPARED IN ACCORD .D[NOIE9 wnTERVALV[ 5.25'Ox TCCHMCAL STANDARp99fT FORTH By THE FLORIDA! Lr -oeNOres ucttr Fom 0.25'oursoe 9 3 O ° 0 suRVerovs AND MAPPERS PI7.ro senloN 4 OCNC. .UENOTC9 TCMPORARYBfNCry MARK D.ry ouT5loE LO cwsreR TBIDe E.CORNER AC .UENOTf9 AIR LONOII'IONMG'CONC.3LFD O' •'1' i_lNAS �3p� U.P. 1/2.SWI/4.SCIMMEI/4 5TATR'S"WLV•NBLAMING SErBAQ•ZONING RED IR[ME CONE. -DENOi[9 CDNQCR �E Sc CNCCKED BY OWNER SEFORC ANY CONSTRUCTIOI C.D.H. -DENpifS IOUNp DRILL ROLL FD.I.P. & Ofo OPAUA a SET.I.P. 75 13' THERE MAY BE UNDERGROUND LDIl2R5 LTt0591NG T C.D.G. -DENOTES CONCREROLOQ 9TUCC0 P�.CLLN. .OErW1E9 rMl9H FLOOR[LNnl1pN Id PARKWAY O F.P.L.TRANSFORMER MUST BE NOTIFIED WORE ANY DIGGING OR CON911 fD,N1u .OwOif9 FOIWD NnR nND DISC 14'ASPHALT PAVEMENT O CL ATIMS ARE RLTATIVE TO THc 1929 N.G,V.D.or 3R NAD -DENDT[S SET NML MD DISC > O�O AND ARE BASED ON A BENCH MARK SUrPUEO BY THE a.DC. -rn•NOTrs eILDAJC S.W. 78th STREET_ D' DePARTMeM or MIAw.vnoe eountt,FLORIDA. C.TV -UT:NOTES CAW TSxVIBION BENCHMARK-501JRIMIAMI ELN.16.91 (F.S.B rFL .MIIOTES FLORIDA FONER ANO UGHT b v SO.Bp1 -OWOTM SOUTHERN Ottt rt1EHTON[ FLOOD 201RE,A[ COMMUNITY:1 ZOG56 SUFPIR:J vworc5 PouNO nmN nrt O ' DATE OP FIRMS 3-2-94 GLCVAlION::U O85 -DENOTL9 CONCltfif BLDQ STUCCO .0 FOR TBM SEE 5KEiCH Jr SURVEY H -OENOTM OVERNFAD WIRE 3 H- -DENaM DIAm DAVI5 HIGHLAND5 51T D)L ')ATc OF 5URVCY101-21-2005 05-23-20051 D-- -ofNe-.E.CTM PRW- T.B.51 PG.59) o MANUEL G. �" qMp CERTIFICATION: N eNG/ATERS LANDSUSVEroxe /SPIED 3.1V A_5ln:ee M.mn,IYwN,T9;�5 I'la nfRfBY CCROR THAT THIS ECL.DAW 5URVEY WA9 PPY-PARED ... - . uNOeR Mr MUCT 5l1PCRVInM nND THAT"IS TRUE nNO co- � - BOUNDARY ro me Derr or Mr Mow4EOGe ANV.eeum. / P.LM510N5: PROPERTY ON 145 ADDED'J(15TING BUILCING Al - PPfh 99Y)NK 9VRVLITJI( STATE U FLOP.IOI2.2C NOT VU IM"CO THE SIGNATURE M0 Tt2'.TW[:Mii Ps19e0 DATE DRAM BY SCALE 9GL OP A FLORIDA LICENSED SURVEYOR MD�MAPFF.R OI-28-05 B.B.I C.A. I.." I . SKETCH OF `-,IJRVEY SCALE: 1" = 30 LOCATION 5KETCH 77th TERRACE _ _ _ S.W. 77th TERRACE � `� to I G'ASPHALT PAVEMENT FAIRG DE PARK UT I T PARKWAY // %I/; (P.B. PG. 80) N Y FD.I.P 155.00' 75.00' FD.LP. w 6 5 j/�/ 4 3 w 25' D. 9 PAiM E of � / ✓.., 30, rREE O z i Lu z BLOCK Lu CORNER THE EAST LINE OF °- O X9'3 0' ° Heoc e Lu i Q THE WEST 55 FEET F u� I)- d %2.8'IN51DE Q ' OF LOT 5 r ~O I ° THE WEST LINE OF S.W. 78th STREET Lu 25 R/W ocowoneni5 o^NKC. = o w v ° THE EAST 70 FEET P5 0 = O" 'n OF LOT 4 HEDGE �� 2'HIGH CONC �1.5-INSIDE � WALL l DAVIS HIGHLANDS Q , CAR PORCH a .25'OUTSIDE Un j - w/WOOD ROOF, r ,`�o CONC, ^ x (P.B. 5 1 PG. 59) 7 G4. C.L.F. �- � � 5 a in O 35.34 4.d 1 0 0.30'OUT5IDE _ 8 470' O/NQEG5pT0��{{{,,, Y C85 BLI�'G N CONC. #586 cr) AVOCADO a 10_v o-I.z' F.F.E.= 12.64' 10.od LEGEND: n=3o' N 3 HEDGE 1 DESCRIPTION: ON LINE THE EAST 45 FEET OF LOT 5 AND THE WEST 30 FEET OF LOT 4 OF'FAIRGLAOE PARK' =25 _ ACCORDING TO THE PAT THEREOF AS RECORDED IN PLAT BOOK 45 AT PAGE 80 OP UTIL CSMT. -DENOTES UTILITY CASEMENT 8,46' 36.08' N ¢ h DADS COUNTY.FLORIDA. Ill. -DENOTES PLANTER V HE PUBLIC RECORDS OF MIAMI- N ¢ -DENOTES CENTER uNP. 4 d .7' •Z' C 5URVEYOR'5 REPORT: t:SMT. -DENOTES EASEMENT CONC. CONC. RN✓ =DENOTES FIGHT OF WAY � '�;,,� STEP I (Y) O �{ OWNERSHIP 15 5U5JEC7 TO OPINION Or TITLE. SwK -DENOTES 51DEWALK �. I J(AMINATION OF THE AB5TRACT OF TITLE WILL HAVE TO BE MADE TO M.M. -DENOTES MAN HOLE ENT V AVOCADO DETERMINE RECORDED INSTRUMEM5,If ANY,AFFECTING LHIS PROPEPTY. PVM7 =17EN07E5 PAVEMENT D=I.3' I N V THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS C.U. -DENOTES CATCH BASIN !'3'2 Q H=30' p=Z O gyp. SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. W.M. -UENOTE5 WATER MtTER 'J — 5-30' �O �� H=3d T1"15 BOUNDARY SURVEY WAS PREPMRED IN ACCORDANCE WITH THE MINIMUM SET I.P. -OENOTE5 SET 1211 VALVE I.ON G)IRON PIPE WITH CAP NO.2262 /O`0 5=25'0 W.V. =DENOTES WATER VALVE �j I Q S TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND 00 LP -DENOTE5 LIGHT POLE 0.7_5'OUTSIDE QJg CLUSTER p pUTSIOE SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027 FLORIDA T.B.M. =DENOTES TEMPORARY BENCH MARK O.1 d OUT510E PALMS Qo C'L,F. �I ,E.CORNER STATUTES AND TO CHAPTER 6161 7 OF'i HE F.A.C. /VC =DENOTES AIR CONDITIONING CONC.SLAB °3 2 TREE .3Q�Q U.P. /`� I WI/2,SW I/4,SE/4,NE I/4 STREET R/W,BUILDING SETBACK,ZONING REQUIREMENTS AND ABSTRACT OF TITLE MUST CONC. -DENOTE5 CONCRETE 7 / 1 BE CHECKED BY OWNER BEFORE ANY CONSTRUCTION BEGINS ON TH15 PROPERTY. FD.O.H. =DENOTE5 FOUND DRILL HOLE FD.I.P. 5 ET.1.P. /75.13, THERE MAY BE UNDERGROUND UTILITIES CR055ING THIS PROPERTY,UTILITY COMPANIES 0 N C.13.5. =DENOTC5 CONCRETE BLOCK STUCCO I O'PARKWAY OPALM Q F.P.L.TRANSFORMER t 1 MUST BE NOTIFIED BEFORE ANY DIGGING OR CONSTRUCTION BEGINS ON TH15 PROPERTY.Goo F.F.ELL-V. =DENOTES FINISH FLOOR ELEVATION O - /// I ELEVATIONS ARE RELATIVE TO THE 1929 N.G.V.D.OF MEAN SEA LEVEL Q^�L FD.NtD =DENOTES FOUND NAIL AND 015C y O 2 -I 4'ASPHALT PAVEMENT O 9 AND ARE BASED ON A BENCH MARK SUPPLIED BY THE ENGINEERJNG '' V 5ET N<D =DENOTES 5ET NAIL AND D15C O�O' O p5 S.W. DEPARTMENT OF MIAMI- BLDG. =DENOTES BUILDING _ 78th STREET DADS COUNTY,FLORIDA. C.N =DENOTES CABLE TELEVISION O V' ,�J BENCH MARK-SOUTH MIAMI ELEV. 13.31 (F.5.537 PG.4) M \• FPL =DENOTES FLORIDA POWER AND LIGHT 't FLOOD ZONE:AE COMMUNITY: 120G58 SUFFIX:J PANNEL:279 M SO.BELL =DENOTES SOUTHERN BELL TELEPHONE DATE OF FIRM:3-2-94 ELEVATION: 10 M ^ FD.I.P. -DENOTE5 FOUND IRON PIPE -DENOTES CONCRETE BLOCK 5NCCO j ; - FOR TBM SEE 5K,FTCH OF SURVEY y OH -DENOTES OVERHEAD WIRE H- =DENOI'E5HEIGHT DAVIS HIGHLANDS 50' f � 11 DATE OF SURVEY:01-21-2005(05-23-2005) L.B.2439 —�-� - aM D= =DENOTES DIAMETEP. (P.B. S I PG. 59) .MANUEL G. VERA AND ASSOCIATES, INC. "• 5- =DENOTES SPREAD " �I ` ) ENGINEERS LIND SURVEYORS PL4NNER5 •�J�/ CERTIFICATION: i1 139605.W.47Lh$tredmwm F,'onda 33175 Phone 22/-62 10 Fx22 1-129$ BOUNDARY SURVEY I HEREBY CERTIFY THAT THIS P.OUNGAPY SURVEY WAS PREPARED UNDER M DIRECT 5UPERVIS!ON AND THAT R 15 TRUE AND CORRECT TO THE BEY ST OF MY KNOWLEDGE AN9,,bELIEF. °.ELiISIONS: PROPERTY OF: '.�r yr, 06-0 I-OS ADDED Jl!STiNG BUILCING AND IMPROVE,UENTS. MANUEL G.VERA PRQPE55105AL 5U.'.VFi OR { A:ND MAPPER,W,22C- 5TAY O E F FLOP,IDA DATE DRAWN BY 5CAiLE F.B./PG. JOB No. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCEN5FD SURVEYOR AND MAPPFR. 01-25-05 B.B./G.A. "=30' 537/3-4 C5-05-01 calculated from finish floor rather than from grade. The building height needed to be re-calculated and for that reason continuance to the following ERPB meeting was granted. B) NEW CONSTRUCTION[E-RPB=05=054 Applicant: Poinciana Properties, Inc. Location: 5864 SW 77 Terrace Request: The applicant is requesting approval for the design of the proposed two-story single-family residence. Applicant present: Luis Briones Staff's Action: Deferred with the following-conditions: (1) applicant re-design the configuration for the front of SW 78 Street by making it become more of a front facade and by altering the pool configuration and by adding a property decorative wall with an entry feature; (2) fences exceeding four feet in height along rights-of-way shall provide for.a minimum of sixty percent open area for all portions between four (4) and six (6) feet in height above grade; (3) must comply with maximum building height 25'-0"; (4) submittal of a landscaping separate from site plan; (5) submittal of irrigation and grading plan; (6) submittal of a tree removal permit; and (7) submittal of exterior paint and color scheme for final approval. C)NEW SIGNAGE & AWNING [ERPB-05-056] Applicant: Thomas Awning for"EWM Realtors" Location: 5830 SW 73 Street Request: The applicant is requesting approval to replace the fabric on two existing awnings and install signage for the retail business by the name of "BWM Realtors," located at the above referenced location. Applicant present: Louis G. King Staff's Action: Approved with the following condition: submittal of approval letter from the property owner. D) EXTERIOR RENOVATION [ERPB-05-058] Applicant: Ravi Ramjit Location: 6845 SW 59 Place Request: The applicant is requesting approval for the exterior renovation of the existing ERPB MINUTES 7-19-05 Page 3 of 5 li! , GENERAL, NOTES ®� � I. CONCRETE SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AT 0] 28 DAYS,UNLESS OTHERWISE NOTED(U.0,W). 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS,AND CQ 94ALL NAVE A MINWN YIELD STRENGTH OF 60,000 PSI GRADE w O $ 60.AND MEET ASTM A-36 SPECS. O 8 S ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 38.000 PSI,AND MEET ASIAN A-36 SPECS y 4. ALL DETAILING,FABRICAION AND PLACING OF REINFORCING yUy• BARS MUST FOLLOW THE ACT'MANUAL OF STANDARD PRACTICE E.�{ C, FOR DETAILING REINFORCED CONCRETE STRUCTURES',U.O.N. PROPERTY LNE 14994' 5. CONTRACTOR SNAIL VERIFY ALL DIMENSIONS AND CONDITIONS 'Z•' Ear' AT JOB STE BEFORE STARTING WORK. DISCREPANCIES SHALL r 1 r TJj y 4'IUmE QIOOD AOC7Dl6 OATS WITH 6ELF-Q.O6IH0 —-- - —--—__—--—-_ BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/DMEER D!l4C!/WD%LAIYJHIkE DLMtt TO 15!LA.47CD BEFORE PROCEEDING WITH THE WORK. U I I ON TIC POOL bm!TTEL B SlLOO 1'OP Q OAT! f, ARCHI-TECTURAL A G ELECTRICAL AND MECHANICAL DWOS.,TO S STRUCTURAL DRAWINGS SHALL BE WORKED TOGE H WITH a I �-� TO COI•PLT W TM PJBL[OT OIFERB/ I u� / _ I LOCATE OPENINGS DhAINS BEEVES,SLOPES,DEPRESSED SJIBS, �6+ ----------- _�-�_ ____-__ ___ BOLTS,CURB`+,ETC. W O L = I I I 7. ALL CDNCRETE WORK SHALL B H E IN ACCORDANCE WIT O$ �+ !� AO-3O'SAEaFicATK)NS FOR STRUCTURAL CONCRETE FOR [1���y)1 "(,•7 I I I I 9�CN 11 Lr�r -- -,�.I /� BUILDINGS' F+•1 -�-1- ---+-- I 8 I I I �:o. 1 1� 8. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH H I I I -1 I M1 rl 6'Yom_/ I AO-347'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK." 4,USE Ati I;I I I III I N II I 1 I ENGINEER'S APPROVAL 9. CONTRACTOR SMALL S1BLT SHOP DRAWNGS FO-R ARCHITECT/ WITH 6BLr-q+00G ++ ,0. DO NOT SOME DRAWINGS, GOVERN.TO LOCATED _ __ 7. REBARS SNM ON SECTIONS ARE FOR I ON THE POOL 6IDE MIN. PLACEMENT DETAI G 3'GELOU TOP OP OATS I, I ONLY,SIZE AND AMOUNT OF REBARS ARE AS PER SCHEDULES. TO COFTLT WTN PDL(DT _-_ 0714m) I i __SS----------------------- --S I 12. CONTRACTOR SHALL OBTAIN LATEST SET 11 DRAWINGS N M I CWOING ANY REVISIONS BEFORE STARTING CpNSTTRUGIIW /aFT"Am' I I BEEN CONSTRUCTION ED LESTS SUCH 8Y THE ETR OR CHANCES / H I I , EN094ML r'� , 14. THIS OFFICE DOES NOT ACCEPT ANY RESPONSBUITY FOR W H THE INTERPRETATION OF THESE PLANS BY OTHERS,UNLESS REQUESTED IN WIDTNQ AND IT 15 GIVEN 1HE AUTIO TTY TO v CHEW AND APPROVE SHOP ORANNGS,AND TO VERIFY THE REBARS ACTUAL PLACING OF REBARS IN THE FIELD 1S ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF J I I H J I LOCAL ORDINANCES AND THE'FLORIDA BUILDING CODE, CURRENT EDITION. WINDOW MANUFACTURER TO VERIFY N WINDOW OPENINGS AT FIELD PRIOR TO WINDOW PLACENETLT. T- 17. NO TIE BEAMS SMALL BE FORMED/POURED PRIOR TO I I I I I TRUE SHOP DRAWINGS APPROVAL H H 1S ARCHITECT/NIELIOR DESIGN ENGINEERS W9T5 AT THE I I I I SITE DURING CONSTRUCTION SHALL BE SCHEDULED NTH CONTRACTOR BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION SHALL BE COORDINATED WITHIN 24 HOURS IN I I H N ADVANCE PRIOR TO INSPECTION. I I I I 10. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ARY ITEMS __ I I PURCHASED BY THE OWNER AND GIVEN TO THE CONTRACTOR - FOR INSTALLATiON. 1 I I I R 20. THE CONTRACTOR SHALL NOT P.WITH ANY _ TO OW SERVICES DR WOK(CHANCE O PRICK NOTIFICATION TD TIE OWNER FOLLOWED BY A GLANCE ORDER.ARRANGEMEN 21, THE CONTRACTOR SHALL MAKE f I \ I SECDiE AND PAY FOR SANITARY FM�ES,BMRICADESES, .. p I ENCLOSURES.AND F04CNG AS NEEDED FOR MD QURING THE 6 UJOOC) m PROBES OF CONSTRUCTED.CONTRACTOR SMALL PROTECT 1111011 I I DEVICE AND BILP-LAICNNI DEVICE TO SE LOCATED--� b ADJACENT PROPERTIES, 7/-Y I I CN THE POOL 610111 MN.7'OB.OUI TOP OP OAT? I 22 Tff ARCHITECT/INTERIOR DEBT TER/GINNER HAS THE O V 1 TO COITLT WITH I•GG MY ODl!"i RIGHT TO REFUSE ANY MATERIAL AND WORNMMSHIP THAT OOPS 2 NOT MEET HIGH QUALITY STANDARDS OF THE VARIOUS TRADES PROPERTY LEE 149A4' INVOLVED. 23. TIE E ORDERS SHALL ATtaNs AN ACCURATE RECORD SITE PL DF CHANGE ORDERS AND VARIATIONS MR DDCU THE O PROGRESS OF THE WORKI USE ONE SET of DOCUMENTS R1 N EXCLUSIVELY FOR THIS JOB. � SCALE.VS' I'-m' 24. THE CONTRACTOR SHALL DELIVER THE ANNOTATED JOB R1 RECORD SET TO THE OWNER UPON COMPLETION OF THE WORK AS A CONDITION OF ACCEPTANCE LO 25. CLEANING AND DEBRUS REMOVAL THE OWNER SHALL RECIEVE THE PROPERTY FREE FROM OUST,AIL GLASS SURFACES SHALL BE CLEAN AND DEBRIS SHALL BE REMOVED FROM THE SITE THE O CONTRACTOR SHALL MAKE EFFORT TO MAINTAIN THE FLOOR CV CLEAN DURING CONSTRUCTION PROORES.LEFTOVERS FORM MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN SEALED CONTAINERS. �L 2S TIE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND •U71 METHODS OF CONSTRUCTION.AND FOR THE SEQUENCES AND QU _ PROCEDURES TO BE USED. 27. FOR BURGLARY INTRUSION H07M REFER TO'METROPOLITAN . - DADS COUNTY CODE',sEcnON 6C/18. ZONING CALCULATIONS: SECURITY AND FORCED ENTRY PREVENTION GDS TH"LOCATIONS THE IINNSiNAUwnOONNS OF THEH� ((a�O Lh m LEGAL DESCRIPTION o LOT AREA. 10,180 SQ.FT. THE ARCHITECT AND FORE FORM NG A Y.CONTRACTOR MUST INFORM Pa. LOT 8 BLOCK 14,E CORAL GABLES THE PLAT THEREOF A PMT NINE 1. PROVIDE INTRUSION AND BURGLARY SECURIn OEV4GE5 AS SET FORTH THE ARCHITECT BEFORE FORMING ANY CONCRETE BEAN A I a•' 6TROINO PL A/C AREA: 2,250 Ste.FT. SUBDII.I9ON,ACCORDING TO THE PUT PUBLIC R AS RECORDED IN IN THE FLORIDA BUILDING COOS INTERFERING NTH A/C DUCT OR PUNTING,Fl%TURES ENACT !a BECQJp PL A/C AREA: I,lz6 SQ FT. PUT BOOK 58,AT PAGE 64 OF THE PUBLNX RECORDS OF DADS 2. ALL LOCKS ON EXTERIOR DOORS STALL BE CAPABLE OF RE9STIN0 A LOCATION.MY DEVIATION FROM THE MECHANICAL/ELECTRICAL, e, COUNTY,FLORIDA. FORCE PLANS TO AGCOMODAIE THE ABOVE CONDITIONS SHALL BE MADE I CO OF 300 LB.APPLIED IN ANY MOVEABLE DIRECTION AND IN NTI1QUT AODITONAL COST TO THE OWNER. •• O ICI ACCORDANCE WITH RESISTANCE STANDARDS ST FORTH IN THE FLORIDA ,-7 TOTAL A/C AREA. 3,964 Sa FT. BUILDING CODE. 29, THE CONTRACTOR 9HALL PRODUCE,BY MEANS OF SHOP 0.• U m 3 ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK 10 BE KEY DRAWINGS,ALL.ADDITIONAL DETAILS WHICH ARE INFERABLE FRKM W O OPERATED FROM THE EXTERIOR MTN A MINMUM OF 6000 POSSIBLE ITY THESE PLANS AND WHICH ARE NECESSARY FOR THE EXECUTION q t` GAMAW ALMA: 481 SCSI FT. DOOR NOTES: CHANGES OR LOOTING AUXIWARY SINGLE DEAD BOLT WITH HARDENED BOLT AND COMPLETION OF THE WORK. 0 13.C7 :4 COVERED TERRACE. 995 Sa FT. COMPONENTS OF MEANS OF ESCAPE INSERTS. 30. THE CONTRACTOR MUST FURNISH ALL LABOR TOOLS, COVERED VERANDA. 130 SOL FT- A NO DOOR IN THE PATH OF MEANS OF ESCAPE SHALL BE LESS 4, THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE MATERIALS AN EQUIPMENT NECESSARY TO EXECUTE THE ETNTRY' 62 SQ FE. THAN 28'WIDE EXCEPT THAT BATHROOM DOORS MAY BE 24'NDE SAME LOCKS AS REOLARED FOR SOELE EXTERIOR SWING DOORS THE MIN. CONSTRUCTION OP THIS JOB. NY BALCO : 66 Sa FT. UNLESS A LAGER DOOR OPENING IS REQUIRED TO SATISFY INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/6' 31. UPON ACMPTANCE.AS SUSTANTIALLY OMPLETE,TIE REQUIREMENTS OF THE FLORIDA BULDIINC CODE THROW BOLTS WITH INSERTS ARCHITECT SHALL I5SUE THE CONTRACTOR AC'PU"UST', MAX.BLDG DOVER DIE: 9]96 Sa FT.[3M PT,A,)C) B. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CM S. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE INDICATING THE OBSERVED DEFKXENCES IN THE WOW THE THE BLDG.COVERAGE PROVIDED: 9,2%0O.FT. OPEN THE DOOR FROM INSIDE THE COSSET. PURPOSE OF THE STRIKE AND THE IN�n PREVENT THETLDEFE AND LITOTES. FIN CONTRACTOR SHALL MAKE COMPLETION MINN 14 CALENDAR CORRECTIONS WORKINC DAYS, C EVERY BATIHROOIM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE 32 CONTRACTOR TO VERIFY THAT THERE ARE NO PERTINENT •� OPENING OF THE LOCKED DOOR FROM THE OIAIDE IN M EMERGENCY. S HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON FEATURES ON THE ADJACENT PROPERTIES AND ACROSS THE •6 MAX RIPERVIOLIB AFMA. 4$14 SO.PT.(40%MAX) D. DOORS MAY BE SWINOING OR SLIDING. REMOVEABLE PINS AND NON-EXPOSED SCREWS STREET THAT MAY AFFECT THE ONSTE SEWAGE TREATMENT AND IMPERVIOUS COVERAGE PROVIDED: 4,315 SQ FT. 7. LASS AND EXTERIOR DOORS SMALL COMPLY WITH THE AMERICAN DISPOSAL SYSTEM INSTALLATION. $4 E W DOOR IN ANY MEANS OF ESCAPE SHALL BE L00®AGAINST EGRESS WHEN THE BLINDING IS OCCUPIED.ALL LOCKING DENIES WHICH NATIONAL STANDARDS ISTITUTES STANDARD 297.1. IMPEDE E PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED 8 VISION PANEL EXTERIOR DOORS OTTER THAN GLADRG WARN b OF I SHALL BE PROHIBITED. THE INSIDE LOOKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL SOIL STATEMENT 111 SETBACKS : COMPLY NTH ME AMERICAN NATIONAL STANDARD INSTITUTE,STMOARD SOIL AT T85 SITE IS SAND d ROCK ADEQUATE TO SUPPORT TIE �j d 1.LOCATION REGIJIRED PROVIDED '� 4k' `!-.,-o. - DESIGN LOAD OF 20DO PSF.AFTER EXCAVATI ON SIOIED AND O 9. WINDOWS SHALL BE INSTALIPD'ANO CONSTRUCTED'SO'THAT NO PANEL SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE p FRONT 25'-0' 20'-0' CM BE UFTED FROM THE TRACKS MNEN 7N TRE-:LOCKEU,,P09TON ARD SO ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND AS TO COMPLY IMTN THE ARClB77EECCyTU1�ALUMINUM MARS'ASSOCIATION THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH MST FLOOR SIDE l'-6' l'-6' STANDARDS FOR FORCE ENTIRY;5E315TANCFM' 17093:PjtOV1DE LOCKS AS THE DESIGN IS BASED ON. IST BOOR SIDE I'-6' II'-S' PER THE FLORIDA BUILDING CODE+EXTERIOR ppggW�S�H�A��LL��pBE�:LOO(ED WITH S b U v1 2ND FLOOR 81DE 1S'-m' lri'-m' DEVICE CAPABLE OF.WITHANDNO 'FORCE: ,3i5D°:1�i' --MEAN OPEUBIE DDtECTION. `Kr' •I e CI 2ND FLOOR SIDE 15'-01 24'-M9' SCOPE OR PNANE]M..4CE,DOORS SIH PRKMOm IWTN CORN s• , 4y,�}- a BffORE wU DIG REAR z5'-m• 6'-m' s t,K , sheet no. y r y1 a E Mrs THE Al 1 /? v d 1-B00-4J2-4770 ° y, 1MXB"MT FREIGHT ALLOUED•20'TO MEDIAN OF ROOF x� x /\ -1 . 1,,'tr, ,��WfA��,,sa' � e •ems�K as au v•m..e /f.dK ErAP,�ga • `� )/�a• ` • I Of 8 Q91 o al N © Uz a � w ro. o O b 2 -]D LJ - � I - r PAM CREA12ADI I I I I I ON I A Y 9 O 2 f`.di±rdi2dr.F m TPICOdf`F - a �x F'ERVlous I - -- O - - - ..•m x,.-,• I I I I I �t I / t Sere•x ro•-0• O I m-m'x n-m• I � _ 9 eaLLEI r•III —— I _ I I � W n 10 J --- I I I ICI X I I I I I LQSFN I III I i I I I I I e ul II I �I I CO_EIR ®� 1 (BY x e-0. L------- � ®9[z d_•• I I I I 0 co Ln MAQ 0 MEQm= n•-e x 5ATH 0 CIUE ` O �I W-01 X W-!' E m v DI _ am O .. a I a CAT. .g. gs;� s�0 cm 00.0 0. AREA CALCULATION : GROUND FLOOR FLAN 1 LOT AREA. 10,88 SO.FT. SCALE,I/a•.I'-0• .v ' ,� ! y �,°,' -;kf".. p GROUND FL.A/C AREA. 288 SG1..FT. y` +' "!fay •d SECOND FL A/C AREA: 1.126 La PT. TOTAL A/C AREA, 3.886 SO.FT. ''?p✓� '$. �q � •• �N dS GARAGE AREA:- 4518a FT. �dy".'9 Y"' k V+,? .' •+^"T 'O .� •O U d COVERED TERRACE., 938 SO.FT. CO 13 S ,�✓�•p;'°- sheet no. COVERED VERANDA, 0$a FT. r. `'„v e ENTRY, 62 SO FT. BALCONY. 66 6GT.FT. A-2 2 of 5 .F 1 ~� ID N mow° �o ———— -----1---- ------------ -------------- �H ---- —————————— ————————————— jUo 4 � I j l � H I I j II I II I N li O �/ —-----L--Z---- A. r----------I w s•-r x Tom• —�\ O -------I I A=+ MASTEN! 74 � \ Wr -x Is--*I O , I ]e BEDROOM M O], YIALILN I I IP-O•X W-W -lIxI I I I- _ �------� � mum-T.m p6ATHQ I I Wag= ® I rte+ a I MASTE I 8t o I BED I o CO ®mxro-m I x co °® BEDROOM�2 0. 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L, ', ,A 0 a o!I 1W STI..COL.OVEU6 COW-DAGL d`4 ` On 6T1e=I ma6 FOR mom IWO &MOOT14 STUCCO BASE CD ej �^ SCALE V4'.j-40.. !:. -Tv Q' sheet no. it • ��•^ 5 of 5 .r .W'I� - 4'=K=0 ACCE66 GAT!MRM BELP-CL05W0 �\ DEVICE dlp BELP-LATG7/N4=VICE TO B1E rrATM ON THE POOL TH P M212'O TMIW TOP oP GATE - / 1 T'O c°NFIr wnN N94 ter oT1H16Re) / U PROPERLY LM$49.54' 1 ^ 5o m n __ _____ __ _ _ ___ N 26.0 __i__ __- II _____ _- __\_ _ ___ it 1°'�Y I I r5 A a. 4r- I FLT t■'NelO0.x I 4'WDG ACCM GATE TIeANOLS aTM eL4P-C1oeN6 E I I 1 I �b allAr _ O Hi I I DEVICE A42 HELP-LA 1 I ---------- �v V !'111' 1 I awl C OOLwLa 76 I I I ---------- 1 8 nl C!�7WNW Pm I' i i I I L I 1 I I0'V1eDlRmU I E--4 a c LC , I"~VVVJJJ A! Z H lJ-1 l T n�Jle�enala: N =� H 1- .� vu H i Ir r l � � " _ I III H y�y� �I aemilea! tl U ' 1l224Gpi i H IIH,' W cj� I ii 11 I I H �rx I E-1 I 1 0lliii I I PROMRTY LINE 149,84' 4•Wm■■DOp4pfC2S6S GATe UM4 em F-cl°e No S 17 E PL AN ,w Oli THE POOL am t�'1NT 1861.0 E To LLTEAT SCALE:VS'.P-0• TO C414Fir WITH PDG ter OTHERS) TV&TOP OR 1901•} IWIOM REDUCE THE Or"4w • . TOW THAN I 10/16-A&PER P O W 2 VP POST 3/4'TOP OP FWL °~°L I GENERAL NOTES SECIIIM Y AND FORCED ENTRY PREVENTION FLOOD LEVdM ZONING CALCULATIONS: � �}+ 1. DONOR EIE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH AT 19. THE CONTRACTOR LS FULLY RESPONSIBLE FOR ANY ITEMS 1 PROVIDE INTRUSION AND BUROART SEOURITY DEVICES AS SEf FpRTH PmoUXWLAL-N W CONBTPOCTIGN 28 DAYS,UNLESS OTHERWISE NOTED(U.O.WI} PURCHASED BY TIE OWNER MID GREN TO T E CONTRACTOR IN THE FLORIDA SUITING CODE LoT AMEA` 1°'�°Ba"• P. FOR INSTALAnON, nDDIaBe. ee64 enl Ti1H TEXRIRdtrB dPtMM R AFC AFIPA, 226E Sa Ff. O co S ALL RDNFOR MINIMUM STEEL SHALL 40 DEFORMED BARS AND 2 A L LOCHS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A SHALL HAVE A IBNMUM YIELD STRENCIX O'80.000 PS GRADE m. THE CONTRACTOR SHALL NOT PROCEED WITH ANY FORCE OF 300 I.B.APPLIED IN ANY MOVEABLE DIRECTION AND IN emeckc,PL AN-AO■A. 1126 6G A. 04 ,^ 80,AND MEET AS1M A-36 SPECS TO THE SERVICE OR Y A ANNE D PRIOR NOTIFIGTIXI DANCE�RESISTANCE STANDARDS SET FORTH W THE FLORIDA LOT. 4 OLOCIC_FLAT mr- 4° PAGE. LL•+ Z 3. ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIEl.o TO THE OWNER FOLLOWED BY A CHARGE ORDER. BUILDING CODE. &GO EST CROIIN OF 1ROAP ELEV!. Ill!' PT.NQVVD.MbMEST TOTAL A!C,OEM, !.9®eQ W. STRENGTH OF 36,000 PSI.AND MEET ASTM A-36 SPECS 21. THE CONTRACTOR SHALL MARE REOUMED ARRANGEMENTS, a ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY CTROUN OF ROAD ELEV.U40 TAOM N FRGS THE ATTACHED 61RvEY AIWA, 40 6a FT. SECURE AND PAY FOR ALL SANITARY FACILITIES,BARRICADES. OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 8000 POSSIBLE KEY OR A O!RTPED BIIRVYLI'PI�PAt®Dr. OD17�TFJO!/NCE" 30 Ba". � 0. ALL DETAILING.FABRICATION AND PLACING OF R@NFORCNO ENCLOSIIRES,AND FENCING AS NEEDED FOR AND DURING THE CHANCES OR LOCKING AUXILLURY SINGLE DEAD BOLT WTH MARD04M BOLT COYe®V6V4DA. DO Oa Pf. O BARS MUST FOLLOW THE AC'MANUAL OF STANDARD PRACTICE PROGRESS OF CONSTRUCT ON.CONTRACTOR SHALL PROTECT INSERTS ENTRY, 6260L PT. L�2 FOR DETAILING REINFORCED CONCRETE STRUCTURES',U.C.N. ADJACENT PROPERTIES ryyasi 4 VWRA FIA LICA 2262 G4LOOMY. 066a Pt. 0. THE ACTIVE LEAF CK PARS OF EXTERIOR SWAG DOORS SINE HAVE 5. CONTRACTOR SHALL VERIFY ALL OYENSIOIS AND CONDITIONS 22 T�ARCHITECT/INTERIOR DESIGNER WORKMANSHIP OWNE7/IAA THE SAME LE LE AS REOARAV FOR ANGLE IXTEIRIOF SWAG DOORS Tff MAX.BLDG COvlRAG■. 62!6 Ba Pi.(!■6 FAX) U RIGHT EE REFUSE ANY M TANDAL AND RIOU THAT DOES AT JOB GH BEFORE STARTING YORK gSCR ITECT/S SMALL THROW 9a VA7�FH SMALL HAVE POINTS OF LOGOS WITH S/B"MM. TPA.F� G4IRABB - BE BROUGHT TO THE Ai1ENTON OF THE NRC111ECf NOT MEET 1601 QUALITY STANDARDS 6 THE VARIOUS TRADES L,� OLDiG.COvEIR 1qB PR7NDBp, 2216!Sa R. / INVOLVED. BEFORE PROCEEDING WITH THE WORK. 5, JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE I&MT �V' �v. MAX 41FI RVIW6 AIRBA, 0.!5 eO.PT.(40AMAX) F 23. THE CONTRACTOR SHALL MAINTAI N AN UGHOUATE RECORD RABBETTTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE 0. STRICTIRAL DR SHALL BE WORKED TOGETHER WITH 6 CHANCE ORDERS AND USE OATKTNS OF DOCOIT THE IPPIROFOBISa O2F N.VGiD. M!6 NVGD. VA1■DB POOL AREA. !2169 Ba R. I I I 1 13/4•DOTTOFI IRA1L ARCH1-TECTURAL,A G EIECTRICN AND MECHARICAL TWOS.TO PURPOSE°F TIE STROG.AND THE INTEGRITY Di THE LOCKS AND LATCHES 1032 ID // PROCRI3S(F THE WORK USE OJE SET C'DOCUMENTS POOL.411�A. Ba PT. I I MOIEB. 1 I LOCATE OPEIINCS.ORAINti:SLEEVES,SLOPES,DEPRESSED SLABS. EXCLUSIVELY FOR THIS JOEL L� � BOLTS OURBS ETC. S. HINGES ON`EXTERIOR OUT SWINGING DOORS 94ALL HAVE NON dJ 00 L 4 161R11ILAL POET TO 2216 24. THE CONTRACTOR SHALL DELVER THE ANNOTATED JOB REMOVEABLE PINS AND NON-EXPOSED SCREWS ALL ELECEWICAL,POCHAIK.AL N F-L"IM.MLL WE RILED AT E° FRONDED. 4246!60.Pf.FlBITt) .�a C4APETER 7. ALL CONCRETE WORK 94AL BE IN ACCORDANCE WITH RECORD SET TO THE OWNER UPON COMPLETION OF THE WORK OR ABOVE THE 416E FLOOD ELEVATION(ePE)J9@'HM&VD. �I�R.gUD•pl®,1 G7 O�y' Ip V•Ccw-Fm r HIP AC-3M'SPECIFICATIONS POR 51RUC1URN ODNCAETE FOR AS A CON31DON OF ACCEPTANCE 7. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN ALL AJIOA6 eFLOOU I9PE 6IAALL°O P eOVTDBD WITH A 1411 CP TWO a E 02 d Calml."m ALL 2. P57:QN OF a HE LINK TO S BIALDINor 2S CLEANING AND BEGINS REMOVAL THE OWNER•.HALL REDEYE NATIONAL STANDARDS ISTI7UTrS STANDARD 207.1. C)OPBUtl6 MAVN6 A TOTAL NET AIQA OP NO OW THAN O)E 4 0.GO M NfSI CJ.FCLF.Po67A ■ T IS TO-SEGUIi i I S/4' THE PROPERTY FREE FROM DUST.ALL GLASS SURFACES SHALL B VISION PANEL EXTERIOR DOORS OTHER THAN DAZING WIT41N 40 OF ed)AIIE NW OF°PEMIb►qR IVLRr eaUA ►DOT F T� P R & REMOVN OF FORMWOPoC SHALL 8E M ACCORDANCE WIT/CHAI LIK FENCE DE AIL Atl-347'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK.' CONTRACTOR SIA DEBRIS EFFORT m MAINTAIN THE THE THE THE INSIDE LDaaNO ACTIVATING DEVICE ac LOOSE AND SWING DOORS SHALL n6L1 a NONFISMT 1 M�E NI=M0.4 WBADE " ¢P*+ Iq ANO COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S STANDARD .�l7 SCALL :N.T S. w D�CT�Y�SUBMIT SHOP DRAWINGS FOR ARCHITECT/ MEALS DURING DEP09Tn iN SEALED X71 oPOL O�c eaL° 6 wnF eQ�6�AM oe LOUVeRD OD K C)V 03 2& TH1ERi e. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL lameTANT N ATERIAL WILL OE US®BELOW SFE.. SETBACKS O �,', 10. DO NOT SCALE DRAWINGS,DIMENSIONS GOVERN. 2S TIE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO METHODS OF CONSTRUCTION.AND FOR THE SECUENCES AND AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MASS ASSOCIATION THE SITE WILL OO GRADED N A MAAe■R TO FWAIINT THE LOCATCN FRD.•1DtD O Q 0),'�.a 11. R♦ESARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL PROCEDURES TO BE USED. STANDARDS FOR FORCE ENTRY RESISTANCE,AAMA 13033 PROVIDE LOCKS FLOODDJ6 OF A044CIW PROFLPR 1 alaM NECE664RT' ONLY,S12E AND AMOUNT OF REBARS ARE AS PER SCHEDULES. EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF PIRONT � �� 27. FOR COUNTY W SECTION ON NOTES REFER 1O'METROPOLITAN WITHSTANDING A FORCE OF 150 LFL APPLIED IN AN OPERABLE DIRECTION. VNOROAOAbN OVM ADJACENT FIRpFE1eTRB, 11ATN 12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWN45, GLADE COUNTY CODE'.SI:CTION 8C/1lL 16T FLOOR am T'•6' T-1' MOLDING ANY REVISIONS,BEFORE STARTING CONSTRUCTION. 2S THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL 10. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR I eT FLOOR Gm T'-6' N-B' 17. DO N07 SI1BS111111E MATERIALS,EQUIPMENT.di MEMODS ODVI]iN THE LOCATIONS OF THE INSTALLATIONS O"THE SCOPE OR VISION PANELS. 2ND iLOV-UR ece 16'-0• e'-' O'CONSTRUCTION UNLESS SUCH 91BSTMIdNS OR CHANGES MECHANICAL AND ELECTRICAL SYSTEM.CONTRACTOR MUST INFORM 2ND#9OOR elVe O'-O' 24'-MV HAVE BEEN APPROVED M WRITING BY THE TWINER ATCOTECf THE ARCHITECT BEFORE FORMONG ANY CONCRETE BEAM F REAR • HAVE E / / INTERFERING WITH A/C DUCT OR PLUMBING FIXTURES EXACT LOCATION.ANY DEVIATION FROM THE MECHANICAL/ELECTRICAL F'IAYGIM HEIGHT ALLOR®.2W TO 11MAN O:�OF 14. THIS OFRCE DOES NOT ACCEPT ANY RESPONSI■UTY FOR PLANS TO ACCOMODATE THE ABOVE CONDITIONS SHALL BE NA C THE INTERPRETATION OF THESE PLANS BY OTHERS,UNLESS WI11/0UT AOOTONAL COST TO THE OWNER. REOUESTED IN WRITING.AND IT IS OVEN THE AUTHORITY TO 29. THE CONTRACTOR SHALL PRODUCE,BY MEANS OF 94CP DOOR NOTES: L. CHECK AND APPROVE SHOP DRAWINGS,AND TO VERIFY THE DRAWNGS,ALL ADDITIONAL DETAILS WHICH ARE INFERABLE FROM COMPONENTS OF MEANS OF ESCAPE LEGAL DESCRIPTION ACTUAL PLACING OF REBNRS IN THE FIELD THESE PLANS AND WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK. A NO DOOR IN THE PATH OF MEANS OF ESCAPE SNAIL BE LESS 15. ALL CONSTRUCTION SHALL NEST TTIE REOUpEMENTS OF THE EAST 45 FEET OF LOT 5 AND THE WEST 30 FEET OF LOT 5 OF LAICAL ORDINANCES AND THE'FLORIDA BUILDING CODE•, 30• THE CONTRACTOR MUST FURNISH ALL LABOR.TOO S, THAN 2B'WIDE EXCEPT THAT BATH DOORS MAY BE 24'WIDE 'FAIROLADE PARK'ACCORDING TO THE RAT THEREOF AS RECORDED IN CURRENT EDITOR, MATERIALS SLID EONR@NT NECESSARY 7D EXECUTE THE UNLESS A LAO6L DOOR OPENING IS REQDIRED TO SATISFY PLAT BOO(43 AT PACE SO OF THE PUBLIC RECORDS OF MIND-DARE . CONSTRUCTION OF THIS J06 REQLUSMS29NTS OF THE FLORIDA BUILDING CODE i 16. WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS B.EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN COUNTRY,FLORIDA. E AT FIELD PRIOR TO WINDOW PLACEMENT. 31. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE THE OPEN TIE DOOR FROM INSIDE THE CI.OSE7. O ARCHITECT SHALL ISSUE THE CONTRACTOR A•Pl1NCL11J5T', SOIL STATEMENT 17. NO TIE BEAMS SHALL BE FORMED POURED PRIOR TO INDICATING THE OBSERVED DEFICIENCIES IN THE WORK THE C.EVERY BATHROOM DOOR LOCK SHAT BE DESIGNED TO ALLOW THE C7 TRUSS SHOP DRAWINGS APPROVAL / CONTRACTOR SHALL MAKE SUCH CORRECTIONS AND ACHIEVE OP NO OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. SDL AT WS SITE IS SAND h ROCK ADEQUATE TO SUPPORT THE FINAL COMPLETION WTHIN 14 CAILT1DAR WORKING DAYS D.DOORS MAY BE SWINGING OR SLIDING. DESKN LOAD OF 2000 PSF.AFTER EXCAVATION SIGNED AND b yN U IS. ARCM7ECT/IKTEPoOR DESIGN OIGMEER'S VISITS AT THE 32. CONTRACTOR TO YIIOFY THAT THERE ARE NO PFRTNOIT ENO DOOR ANY ANY MEANS OF ESCAPE SHALL BE LOOKED AGAINST SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE.,O ID V N SITE DURING CONSTRUCTION SHALL BE SCHEDULED WITH FEATURES ON THE ADJACENT PROP AND ACROSS THE EGRESS WHEN THE BUILDING IS OCCUPIED.ALL LOOKING DEVICES WHICH ENG04W ATTESTING THAT THE SITE HAS BEEN OBSERVED AND p CONTRACTOR BEFORE COMMENCING OF WORK AND DURING STREET THAT MAY AFFECT THE ONST_SEWAGE TREATMENT AND IMPEDE OR PROHIBIT EORESS OR WHICH CANNOT BE EASILY DISENGAGED THE FOUNDATION CONDITIONS ARE SMI.AR TO THOSE UPON''Wj1I Ry F CONSTRUCTION SHALL BE COORDINATED WITHIN 24 HOURS IN DISPOSAL e„yS�MSTALLATON. SHALL BE PROHIBITED. THE DESIGN IS BASED ON. ADVANCE PRIOR TO INSPECTION. .�... ZA a NP F A Sheet no, A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL. WHEN r CALL 48 HOU� APPLICABLE, IS REQUIRED FOR THE FOLLOWING ITEMS: 6EFORE YOU Dlo.' .. STRUCTURAL GLAZING WOOD TRUSSES DOORS ROOFING WINDOWS g�{{ FUDGE VENf11ATION CURTAIN WALLS MULLIONS SIGNS GLASS WALL 11YS�H LAM_ _ PRECAST SYSTEMS HANDRAILS RAILS FENCES DRIVEWAYS �arN.r of 8 STORM SHUTTERS STEEL.JOISTS STORE FRONT AWNINGS DECKS Pa�a•,LL.�Adq'p : -I MR �'otlyia�iili�t so GENERAL NOTES °o 4'WIDE WOOD ACCESS GATE WITH$ELF-CLOSING O 1. CONCRETE SHALL HAVE 3.000 PSI COMPRESSIVE STRENGTH AT DEVICE AND SELF-LATCHING DEVICE TO BE LOCATED �F ON THE POOL BIDE MIN.3-BELOW TOP OF GATE V 28 DAYS,UNLESS OTHERWISE NOTED(U.O.W.). O TO COMPLY WITH F$.C.(BY OTHER5) 6, 2, ALL REINFORCING STEEL SHALL BE DEFORMED BARS,AND ~� _ PROPERTY LINE 143,54• i SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI GRADE l'-0. •I - - __ _� _ _ __ - _ _ _- _ _ _-__. ---_ -____ _._ _ _. _ 1 30,ALL MEET ASTM A-36 SPECS. •O __-_-- -Y_ _ .__STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD U C T _ I ��I 5 kENGTH OF 36,000 P51, AND MEET AS TM A-36 SPECS. �co, � a I l 4. ALL DETAILING,FABRICATION AND PLACING OF REINFORCING a� E- m BARS MUST FOLLOW THE ACI"MANUAL OF STANDARD PRACTICE --__--___-__ ___- -____-_ -'--- - '� O I FOR DETAILING REINFORCED CONCRETE STRUCTURES",U.O.N.' - _ --T--1.---_ \ a _---- • i _/ 1 S. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS d i0 L __ J 11 $'-O• ,n AT 109 SITE 911 011 STARTING WORK, DISCREPANCIES SHALL SETBACK F TBACK _ _ e, r \ m 'Ip -___ _ ^` V _ \ BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER L)`Z. r- -y I F1 BEFORE PROCEEDING WITH THE WORK. O m I ,y_____-_- TLxx e.•eo.ewrrs 1 1__�_____-. �i I �� 6. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHI-TECTURAL,A/C,ELECTRICAL AND MECHANICAL DOGS.,TO �{ 'a' a I0'VISIBILTY 4'WIDE ACCE$$GATE f 4 - I_ -- �ry 1� \ �i yrp 0 I LOCATE OPENINGS,DRAINS,SLEEVES,SLOPES,DEPRESSED SLABS, ��F TRIANGLE- WITH SELF-CLOSING CU 111 c 1 BOLTS,CURBS,ETC. I DEVICE AND SELF-LdiCHI 11 II---__ _ 'I 2 '2' d 7. ALL CONCRETE_WORK SHALL BE IN ACCORDANCE WITH w W L _ C7 DEVICE TO BE LOCATED / ACI-301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR ON THE POOL SIDE MIN. 1 <�^_' _ / BUILDINGS' (y' 3'BELOW TOP OF GATE TO COMPLY WITH F$.C.(B \ I _ ---- L - ---- S. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH N y a AD-347"RECOMMENDED PRACTICE FOR CONCRETE FORMWORK,." - --10'VISIBILTY 9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT/ ` �I I :, .& °� � I I _•� , _� I tRIANGLE ENGINEER'S APPROVAL. 't 10. DO NOT SCALE DRAWINGS,DIMENSIONS GOVERIJ. 11. REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL y C) ONLY,SIZE AND AMOUNT OF REBARS ARE AS PER SCHEDULES. ' y �� _ 12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, a _ Y 1 1 .(s �. 0- - INCLUDING ANY REVISIONS,BEFORE STARTING CONSTRUCTION. h - I fl , r110z qO - - _ N �- I IT=S. ,_q. r- 0 / 13. DO NOT TION SUBSTITUTE UNLESS MATERIALS.EQUIPMENT,OR METHODS N _ �p _ OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES _�A-���°I ILJ ULJI� - I u T01}=. '�- - 1 HAVE BEEN APPROVED IN WRITING BY THE OWNER/ARCHITECT II II-II_ ENGINEER. V�JI ���iii"' 4f I-II-I_ M Pg�R D> m H 14. THIS OFFICE DOES NOT ACCEPT ANY RESPONSIBILITY FOR I F F] I I =-' tt `\ 1r- THE REQUESTED IN wpi N OF THESE PLANS BY OTHERS,UNLESS r , I O f7 II REQUESTED IN WRITING,AND IT IS GIVEN THE AUTHORITY TO �! CHECK AND APPROVE SHOP DRAWING S,AND TO VERIFY THE �t ACTUAL PLACING OF REBARS IN THE FIELD ELI >Z r 10 15. ALL CONSTRUCTION REQUIREMENTS SHALL MEET THE REQEMENTS OF p[p -�" LOCAL ORDINANCES AND THE"FLORIDA BUILDING CODE", " CURRENT EDITION. 1 I \ 16. WINDOW MANUFACTURER TO VERIFY"ALL WINDOW OPENINGS H w4 ti SM/ / -DIVA IBETM AT FIELD PRIOR TO WINDOW PLACEMENT. _0 S_ I 25. R • �/ W` +F--- "'-- -' --"- -- 17. NO TIE BEAMS SHALL BE FORMED/POURED PRIOR TO TRUSS SHOP DRAWINGS APPROVAL. -___ O _17 iR/ _O�J' - 11 ARCHITECT/INTERIOR DESIGN ENGINEER'S V151TB AT THE I -� 'Z SITE DURING CONSTRUCTION SHALL BE SCHEDULED WITH ,..42 - o CONTRACTOR BEFORE COMMENCING OF WORK AND DURING 127--_= _ ----J CONSTRUCTION SHALL BE COORDINATED WITHIN 24 HOURS IN 0` r� � ® ADVANCE PRIOR TO INSPECTION. .�--._. _.....-.._.-_..�..,...-.... .. ..-... �m1 19. THE CONTRACTOR = • �� _._3 yi7rrH -� F'F A IV' �� ED INSTALLATION. OWNER AND GIVEN TO THE CONTRACTOR R IS FULLY RESPONSIBLE FOR ANY ITEMS /1 I 20. THE CONTRACTOR SHALL NOT PROCEED NTH ANY XJ`- - B - B - _ �'> q r "'t, _ I syI / ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER_ FOLLOWED BY A CHANCE ORDER. O 21 1H CO RAC HALL MAKE REQUIRED-ARRANGEMENTS, Fs F. NT TOR S .. - PROPERTY LINE 143.84' ,` / SECURE AND PAY FOR ALL SANITARY FACILITIES,BARRICADES, r.a 4'WIDE WOOD ACCESS GATE WITH 5ELF-CLOSING Ohl OA ENCLOSURES,AND FENCING AS NEEDED FOR AND DURING THE DEVICE AND 9ELF-LATCHING DEVICE TO BE LOCATED �_ PROGRESS OF CONSTRUCTION.CONTRACTOR SHALL PROTECT' < ON THE POOL SIDE MIN.3'BELOW TOP OF GATE S I TE QL AN ��__� ADJACENT PROPERTIES. U Q0 TO COMPLY WITH FBL.(BY OTHERS) _ �1.J SCALE:1/8' = 1'-0' 22. THE ARCHITECT/INTERIOR DESIGNER/OWNER HAS THE 01 ---- RIGHT 10 REFUSE ANY MATERIAL AND WORKMANSHIP THAT DOES O NOT MEET HIGH QUALITY STANDARDS OF THE VARIOUS TRADES a ^ INVOLVED. CL L(J 23, THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD SOIL STATEMENT SECURITY AND FORCED ENTRY PREVENTION OF CHANGE ORDERS AND VARIATIONS THROUGHOUT THE o PROGRESS OF THE WORK.USE ONE SET OF DOCUMENTS //[xreus wEx eExu i. PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH EXCLUSIVELY FOR THIS JOB. LANDSCAPE LEGEND SOIL AT THIS SITE IS SAND&ROCK ADEQUATE TO SUPPORT THE IN THE FLORIDA BUILDING CODE.. E Cnopler 18A-Ordinance 98-13 DESIGN LOAD OF 2000 ESE,AFTER EXCAVATION SIGNED AND 24. THE CONTRACTOR SHALL DELIVER THE ANNOTATED JOB Lj rib Erclmrsxxus SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE 2 ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A RECORD SET TO THE OWNER UPON COMPLETION OF THE WORK --�- --- ZONE RS-3 ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND FORCE OF 300 LB.APPLIED IN ANY MOVEABLE DIRECTION AND IN AS A CONDITION OF ACCEPTANCE. z u+a m'wE- DISRTTCT THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN THE FLORIDA `-�a 'a°oncTO Prwnxiw'rx THE DESIGN IS BASED ON. 25, CLEANING AND DEBRIS REMOVAL.THE OWNER SHALL RECIEVE (n M01 ToP OF µep/� a BUILDING CODE. THE PROPERTY FREE FROM OUST,ALL GLASS SURFACES SHALL W_`� Ex.s T xFw..EO Gross Land Ie�-s2(acre)Net Land row=ee(,are)Water Bodies_(o<re) L,E,i'(a.AI, DESCRIPTION 3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK 'TO BE KEY BE CLEAN AND DEBRIS SHALL BE REMOVED FROM THE SITE.THE __ OPERATED FROM THE EXTERIOR WITH A MINIMUM,OE 6000 POSS18LE KEY CONTRACTOR SHALL MAKE EFFORT TO MAINTAIN THE FLOOR SA;­W1 IOMILM ­11S Landscape Open Space (if applicable) RED. PROV.' LOT 6 BLOCK.142.CORAL GABLES RIVIERA SECTION PART NINE CHANGES OR LOCKING AUXILLIARY SINGLE DEAD BOLI WITH HARDENED BOLT CLEAN DURING CONSTRUCTION PROGRESS.LEFTOVERS FORM W uvEn vv+n Emm De l?fwvKxx SUBDIVISION,ACCORDING TO THE PLAT THEREOF AS RECORDED IN INSERTS. MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN SEALED O a GO c s x Greenbelt Width (if applicable) -_feet feet PLAT BOOK 55,AT PAGE 84 OF THE PUBLIC RECORDS OF DADE 4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE CONTAINERS. Co I'9 SHRUB DETAIL 60 60 COUNTY,FLORIDA. SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS.THE 26. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND Q a F 7 ---- --- Lawn Areo (as defined m Ordinance) - % _ INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8"MIN. METH005 OF CONSTRUCTION,AND FOR THE SEQUENCES AND P: L. •6412 50 FT - THROW BOLTS WITH INSERTS. PROCEDURES TO BE USED. d TREES ZONING G,QLGUL4TIONCj': 5. JAMBS OF ALL EXTERIOR OFFSET'TYPE IN SWING DOORS SHALL BE a I Trees per Net Lo(Note: 30% of required trees _ _ 27. FOR BURGLARY INTRUSION NOTES REFER TO"METROPOLITAN .. Z, RABBETTTED OR OF SIMILAR'FABRICATION TO PREVENT DEFEATING THE U3 and/or palms shall 3 PER NET LOT PURPOSE OF THF.STRIKE AND THE WTE(,RIIY OF THE LOCKS AND LATCHES. DADE COUNTY CODE',SECTION 8C/18. O be native species. No more than 20%of the native tree LOT AREA 10,188 5Q.FT. W O U _ � / requirement shall be Sobel Palmetto[cabbage palm]) 26. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS OF SHALL \VI 6. HINGES ON EXTERIOR OVT SWINGING DOORS SHALL HAVE NON GOVERN THE LOCATIONS OF THE INSTALLATIONS THE z z / Street Trees 6 PER NET LOT GROUND FL.A/G AREA 2,258 50.FT. REMOVEABLF PINS AND NON-EXPOSED SCREWS. MECHANICAL AND ELECTRICAL SYSTEM.CONTRACTOR MUST INFORM (Trees int the right of way ()or n private t will SECOND FL.A/C AREA 1,126 SQ.FT. THF.ARCHITECT BEFORE FORMING ANY CONCRETE BEAM IF "Fy Co �" R. y} property) J. GLASS AND EXTERIOR DOORS SHALL COMPLY WI IH THE AMERICAN O require Public Works approval or Spe<.iol Toxing District. INTERFERING WITH A/C OVC7 OR PLUMBING FIXTURES EXACT NATIONAL STANDARDS IS f1TUTE'S STANDARD 29].1. LOCATION.ANY'DEVIATION FROM THE MECHANICAL/ELECTRICAL TOTAL A/C AREA: 3,984 SQ,FT. TOTAL NUMBERS OF TREES 9 PER NET LOT ---- 8. VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF PLANS TO ACCOMODATE THE ABOVE CONDITIONS SHALL BE MADE THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL WITHOUT ADDITIONAL COST TO THE OWNER, Shrubs (ta snrubs for each tree required) 9xlm 90 SHRUB$ GARAGE AREA: 451 5Q.FT. GO•30% shrubs/hcd ee shall be native species. 297.1. WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S STANDARD 29. THE CONTRACTOR SHALL PRODUCE, H MEANS OF SHOP 9 COVERED TERRACE 335 SQ.FT. 297.1. DRAWINGS,ALL ADDITION AL DETAILS WHICH ARE INFERABLE FROM "Irrigation system required pursuant to W COVERED VERANDA 130 SQ.FT. THESE PLANS AND WHICH ARE NECESSARY FOR THE EXECUTION Chapter 33 Dade County Code 9. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL 0 AND COMPLETION OF THE WORK. ENTRY: 62 SQ.FT. CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND 50 O Business (BU)and Industrial (IU) Zones BALGOIIN 66 So.FT. AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS ASSOCIATION 30. THE CONTRACTOR MUST FURNISH ALL LABOR,TOOLS, 'm L STANDARDS FOR FORCE ENTRY RESISTANCE,AAMA 13033 PROVIDE LOCKS. MATERIALS AND EQUIPMENT NECESSARY TO EXECUTE THE w.x A). Open space required per Section 33 of Zoning Code EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF CONSTRUCTION OF THIS JOB. W m "'E E net lot area ft. _x _ %. 1t. MAX.BLDG.COVERAGE: 3,236 SO.FT.(30%MAX) WITHSTANDING A FORCE OF 150 B.APPLIED IN AN OPERABLE DIRECTION. E x xasr B Parkin lot elantlsca) tl Ch.ter 18A-6 J q 31. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE,THE F+ rxo st.cS nm) \ ) n 9 ping require per p () BLDG.COVERAGE PROVIDED: 3,236 SQ.FT, 10. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR ARCHITECT SHALL ISSUE THE CONTRACTOR A"PUNCHLIST", umber of parking spaces- -x 10 sq.ft= -sq.ft. SCOPE OR VISION PANELS. wxrtE rtacelxc u,vE C. Add Ai-B= q.ft. (total lawn are.required) INDICATING THE OBSERVED DEFICIENCIES IN THE WORK.THE D). Maximum lawn re (Pod) CONTRACTOR SHALL MAKE SUCH CORRECTIONS AND ACHIEVE `y EuclxcE rwEE ) x area s(o)permitted 20%of A+B= sq.tt. MAX.IMPERVIOUS AREA 4,314$Q.FT.(40%MAX) DOOR NOTES: FINAL COMPLETION WITHIN t4 CALENDAR WORKING DAYS. E. Maximum lawn ar -sq j ) ea provided-__sq.N. IMPERVIOUS COVERAGE PROVIDED 4,215 SQ.FT. COMPONENTS OF MEANS OF ESCAPE 32. CONTRACTOR TO VERIFY THAT THERE ARE NO PERTINENT A. NO DOOR IN THE PATH OF MEANS OF ESCAPE SHALL BE LESS FEATURES ON THE ADJACENT PROPERTIES AND ACROSS THE 9 E THAI)28 WIDE EXCEPT THAT BATHROOM DOORS MAY BE 24"WIDE STREET THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT AND 't p SEl BACK) : UNLESS A LAGER DOOR OPENING IS REQUIRED TO SATISFY DISPOSAL SYSTEM INSTALLATION. Tree Nome NotNe Max. Canopy Hel nt REQUIREMENTS OF THE FLORIDA BUILDING CODE. .-r -so-I Too slr Lapel.wmr species Helght Diameter at IQme LOCATION REQUIRED PROVIDED _. 10 'b. C ,`W1, U Zi+o 2xio ra sr wx " a ymbol cienlific Common Yes/NO B. EVERY CLOSET DOOR LATCH SHALL 8E SUCH THAT CHILDREN CAN y y " wc+ cur a Plant'ng OPEN THE DOOR FROM INSIDE THE CLOSET, 3 U w WERGUS .. LIVE FRONT 25'-0' 28'-0' O O aT p ® 9 V1123INIdNA OAK YES S0'-m' I4'-0' C. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE ..(' to 0 GALLIGARPA a RICAN Y YEe ♦•• e• 15T FLOOR SIDE l'•6' 1'-6' OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. 4 y I>b '� FExttrt u�BVerxv wxp ttnr2 ® AMERICMIA EAUTY GERR i .•CA L 48 HOURS •Snrubs to s n A C units& I 1ST FLOOR SIDE 1'-6' II'-9' D. DOORS MAY BE SWINGING OR SLIDING. ,'BEFORE YOU DIG �xo/aP e/LxML wTx ioPSOU uIO PFwrwass m <ree / pool eq.pment to be planted at Ht.of 3s" [� '�• Sheet, no. Evnanr E xcuwEO I"sErtaim�owi+ni iv nr Treeo nt-ol-way shall be free of obstruction between the height o1 2ND FLOOR SIDE IS'-0' 15'-0° E. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST' ♦II w rtu EGRESS WHEN THE BUILDING IS OCCUPIED.ALL LOCKING DEVICES WHICH ur[n urvlr (3) nE(e�feet. - 2ND FLOOR SIDE 15'-0• 24'_10' IMPEDE OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED �T X801?H 4J2 4770 2 SHADE TREE DETAIL REAR 5'-m' 25'-m' SHALL BE PROHIBITED. MAXIMUM HEIGHT ALLOWED 25'TO MEDIAN OF ROOF ; e"'r; vE mrE oxE cuL a rEOxlw Ixc. _�( of I l �'•i Z s ~W P_ROPERTY LIFIE,.l3r ,E E-qh • .. .: ;. .. y .. ..� :. ° -- ------------------.-� I EXISTING TREE TABLE R3 Uz \, I I W Dla faaaare ___= I \• II L -____=U II - I I 2 AtCCADO w IO I I s maw w 2, I I I I r -�------�- I I I liv 14611111ILTY �g i ,j���\ MA-10" I DRIVEWAY lu miaA� T >vaLeLTMu LANDSCAPE LEGEND Chapter tM-OMlnanoe B!-ts I (�n.(�II{ • p n RS-3 e II DSRcr J U N I Grose L..dl&M(ame)Net tane]83L(aore)Ware.Bache_(—) LoWeoape Open Space (N appira'"e) x PROV.x W I I f n I I I I I I Omenbe8 W4th (N app0oable) —Test—test I A H I I taw*Ana(ae ddlned In Ordnorro) so x x T p ��6 H I I I I epee era F �l � II H I I TRE>s H N I I I A• =I T,—°ov Dalen p be natlw Na ma Man 2=d th.nnNr.t- T�OL,P OF FRL FL. �--- r.W--d shall be Sabel Palmaaa[.bb."palm)) w p ° ii EL.�n9�Mb�' j F' ' t—i Stnet T— 6 PER NET LGr • I IT..IM U.r1aM of p.1 property)'MO H H maWm PublI.wo is apDm al or Sp ld TaA g DletrIaL II II TOTAL NUMBERS OF TREE 9 PER NET LOT e(� p I I Sllrubee 10 ebmte for each Ves requlnd) V, I I O H H i m vlalmlLn I 9x10 . 00 SHRUBS Hshruheer/�heemdga.moll bVe netts apeaies. • I I I I I I rhh:.r 33 Dade�CouMY 92-M to _ __ I f� = -------- Mmbraee(Bu)and bauwal(pi)Z r .. ° A • p' • A). Open gam Wnd per S-Um Ss of Zanlrp Code rret bt t 1 (ep.R x 7t )q.fL B). ParNOp It hnd�rrp mqulmd per CMpter 184-E(J) Es, I I number d M91 pa q spaces° x 10 eq.tt.« _egJL C. Add AaJ}__ eq.R(total lawn ar.a rpNmd) 1 O I e p O I I E). Maximum tarn oma(pr.W d�� epR A+� —w.R. a • I /,,,.._saw. I _- - 5 - -- - - -- - - - -------------- I"° x a co LO FRDPERrr LINE 1438{' ® Trw Nan. ggNpaaeeth�de NNa�xt r �HegM P. L N. Sdnana Cenewoe Yee/Na Planmra Iq LV ® B y " 0�0/C YES W-O, 14'-0' N AMERI ARPA 108CAN AMERICMIA BEM/fY- YES 4'-8' 1B' Fl MITIGATION PLAN .�.t.K�ABC urfe a pad"*..M b.plat d HL d 3a' 93 .>uaar dreg b.fr..d ob bu.U.between the h*m of o°ao owe°�«r SCALE:Iro'a V-®' tst°n�(eT�• � a m o� TITRE Aids NO PHti1'RBdT MEAAAGE+S ON tld+ a 03 I �E°e�iaWe .n•do rl°io`m nO0s0Anwe"" ADJAC 94T PROI-M.M&AND A01111M TM 61MV T14AT MAY AFFECT THE ONSITE 6E111—TMATHENT d Dona wm wxn•o r®®« AND DISPOSAL bYSTFS'l INSTALLATION. .. rr: ; xraer a s LO SHRUB DETAIL w p x a00�w e °,awi° et a PJIII a aus ra �asmr rso< ..rt«xouro 4'p1�'°br axeoe r® pa�c enwra e 0 aetx O y, im aim w ;� . e���rrree +�issar mm rorom •9 Nut etrrr ne¢rtrAVtp iNe erneo wa ew N aw me"�inc p rwo�ir no a i°w°mr�n°i� N pATr eranL wmr urea•o r00rlos0« n 'ur�u i e7i[ma�o wr�0oara.A1 rac,�roue - q SHADE TREE DETAIL A M rip;=&— Ly x lax°aeieton�«.�•o me gums;;;: )�' neap iv6� A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL, WHEN CONIFER DETAIL APPLICABLE, IS REQUIRED FOR THE FOLLOWING ITEMS: + ^'r ii 48 1fOdn M ', c s STRUCTURAL GLAZING (MOOD TRUSSES DOORS ROOFlNG �WINppO0WS BEFORE YOU sheet no. RIDGE VENTILATION CURTAIN WALLS' MULLIONS SIGNS,3GLASS.W THE LAW11 PRECAST SYSTEMS HANDRAILS RAILS FENCES bRNEWA _ 2-477.0 STORM SHUTTERS STEEL JOISTS SPORE FRONT AWNINGS DECKS ;1;:::i' L-, of T - - _ _ _ PI�7PERIY LINE 149.dt' - __ �'{� - - O ° O- e �i IJ 'i II I W r I I I�---------- H I I $ q W U I P� Zry o I, �� .A• ewes n H I I I I �� ' t'�► I r l R sEffmiasva _ ;; ' #RR I JI H TOp MY FL. H �� a,D3 H' h�'I II ,I I I . II II I 1 N II II E -- ----_--� I •�' - _PIZOPERfl-LIPS W324' FLOOD LEG010 o c� GRADING FLAN a. co ecd4z.vs,•P-0' ADDIS& U°°A an TTrH TIMM= WT Q LOt.4 M EL004-PLAT GOOK-a- PA&M 80 N 11IOlE6T OiaW OP ROAD BlaV.. .w• Pr."VD.WW"T QWM CP ROAD W"UO TA CEN RWM M ATTACF®GU VVr V� OR A CERTPW SURVEY PTA'TAI&D 6T. NN{ELD FL&LJC.A M2 y La� m r P � ppp h]I NYAD. nD°N.VGA VAR M a.,co ALL ELJ@C"W.Q,."0%AN CAL t PL LP"M WILL SE PLA=o AT d , OR AEOVC M SAM FLOOD W"ATON aWAJ-W& N&V= ALL AFRE AS BILW"r-EW1LL BE P7e2VIDED UTNI A MR OP TWO ,�, U a] 03 (U OPENlGO"VHS A TatAL NET APWA Q NO LEE6 TLNI ONE EG&4M INOI OP OPli►G MR EVERY baJAM POOL OF � � 81GL®AMA SALLICT TO FLOCOVG.TE!!l01TQT aP WE OPENT"WILL CE NO NIONCR nW ONE(V POW ABOVE GRAD! Alm LOCATED ON DfMPq]R 69=OF THE ENCL,06ED ARM. O 00.w a OFEN M L , Be EG•1PPFD um"arm's OR LOUVERS FLOOD RTMMTANT M ATOEALO UAL OM UMV OBLOUI GEE.. WE ORE UAL BE ARADED M A M OCR TO PREVEM TOE R0WIH0 OP ADJACENT PROPOttIQl.UNSIRE N✓ECEEEAIW MI6RCEPTOR!WALE!W.I.DE CONWfPUCTED ON-ARO WRN pl . NO ENDAOAcwtm OVER ADJACENt PROP6¢TES Q O I t. d A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL, WHEN.,'' ._ �° a a APPLICABLE, IS REQUIRED FOR THE FOLLOWING ITEMS: q� W " F• ' STRUCTUTT/LL GLARING WOOD TRUSSES DOORS ROOFING WIN DOWS EC + I sheet IIO. RIDGEVENTILATION CURTAIN WALLS MUWONS SIGNS GLASSWALL. �' ,�: 4` PRECAST SYSTEMS HANDRAILS RAILS FENCES DPoVEWAYS '� .n'E. '• STORM SHUTTERS STEEL JOISTS STORE FRONT AWNINGS DECKS yl'1 fY;{2.4 T7M ,5 of U L ,"+e., . aEE DETau.S�'-,.S A � wID eNe v . S 70'xaD'Xq'pLp'RD 2.--1 j' 7,_T - - ©z-sl-m ------ L.' J L PULL OR cgd" oom ■ EA= 01 a ib a'XS'•74'OG.W/ 965k PER1/I011.9 022"M D PG-X 6TP.DID. • 7�u•Talat Q>�+t CIE LM(CM HOUR FIRE RATED)AA PROVE d.N 171P. FOAVE O D'ER NOTE I SP.LCUL PRAM CTS '-I f • EOCT.TYY) COAT VO4MQ PLAD70R OVER C bS. - ■ ■ �_____-� I I I b EL N'-e'(DAnIO) THE OW&MWEFE M 16E DOORL WNDOUB THE TLS MK TREOIK AREA wR VO lu nON AS PE,i�Fa.a'0j�d' • •iA f 1 I d ALL I RRY 4T K AUlL I I I I PDND OWN TO=AD,'DMGO I 00 NOT CPRAI!Mftl�M IATM DOK RALN6 TO CL OSPD eNIDQ TICH0 DE FrMroIaN RiEOT A 4' ro LETHAL• enelRS Y7YP. I Au RMLIND LounaD16) B Da i� �D`oi _ _ . I Y �■/ w iMfo tr sib O (AOAMDT 7rt.b ' Ak") '14104 PALM INET DVE0 0 NET ABOVE __ TO REJECT A 4k r— V7 cavE ----- ,-Fr.sLoPE i i I I — �,,,-- x ■ ILJ IL-jLjl= _ I IEmF6 eTID�o a'm 1 I n n I= "COL. I&I teT Or Ra 1L. I � . �y = I abm•.74'Or-W1 n i I I i• Y I I I SWIMMING.POOL I 7')-*'TQ'�4 I I I I OROVB CLYa(TTP. CBY OTHERS) I o ALL ocr.CL'D) b I I ETI�l .. • . 42, I I I ■ a Y C RA K To I O LU@I D O7 pt, �A I n' m ^ AA Y♦ I T I I I 1� s O 106®!-� �l i R � N I Cm 6M.10 O f �) j EIIIQ � ( � J o 4 to I N M I I O I AL I u U — ■ I CCIWT T3A1k}J' I FIIC vGT. L]f W_ L.Ml -7• AC AC 1 a= O a Fa 41 o —TRACK BRACICVt on ALL Ed Eee WDCS•TO COMPLY W/PBC.AN OUTOM Wee7OW oR DOOR CPERAS)L.E FRCI'T THE MSDE WRHOUT GAWAAN DO'S 7•x Y P.T.w 1i' TIE UN CP TOOLS AND PROVmMb A CLEAR CPD04'r AD PEIR Per.ILYI,ALL BU0.DN00 SI4AIJ.4.VW PI!-CCNDTRICTION,Pd1THDR TAPO"aV Ih' - VT�VWI�{�/ FLOOR �Lr'el1 PROIECt10N AoAINbT LIb10•C4TSAN 1tMeTED.1)S RILED AND LAWS AD EtrrADL161SD NOT LESD TFa4N 7C WIDE X t4•HWH A1C 0.1 00.R.N PDSTR4170N.D• BY THE FLORDA DEPARTrIEW OF AORIGLIU E MC CLTISIr ER SERVICES SKALL BE AREL I m no OP TIE 111140 Y cr O NOT MOI® 6TAGO61®A'FROM DE8'®M gppRpy�YSTN T>D p�-CON01R)GRCN LOLL TPEUITI•ENr POR T 44•�'THe RLq!T1S MOOR Or 01'l9fATKN rt1Dr .CJ1LL'.V4'.p_0• pRats.n.4 A6AAJDT Mb1�TBPFIITBI.A CETirPIGT!OP CQRIAtYE NOT 1E WOM 146 USE OF A I-MY.TOOL SPECIAL R•COP TOP Q PATS �bY/O a■l.lwtllwL RAl Sae ena�lla! 6141LL IN!WJEO TO 7F■BWWNM DPARTMW BY THE LICENSED,PELT CONTROL ID60OL.EZ46 OR EFFORT TO MAKE AVAILABLE TM ' COMPANY TWAT CCWA W?IN POLLOLMO LTATamw WEGW WED CLEAR OD MN&AND NO MART OF'l=1la; PKCI,"N M 6 W.L BE PLACED WISWR TMW J ME MULDNO HAD F43MMO A cGMRJn TE TMATMW FOR TS PRINWICH DTOP DIOIIDND ' r.• •�1m• N D4'ABOVL'+THE DLVISIFD 0.00R '\•'�. A[{■IBl i� es LaLam 7dNF 1N TERoRt T oepYRM ID N p AaRI7uM1�WTH RILED 1 IdIIB ' LE A, �'T� �. O EDtAd.ISISl7 D7 TIE RORODA DP_PA @T'ENT OF AARY11L1URE AND CONSUMIR DE1RV1eES.' ` tbRSOTmr �'T Iq.� Rm dip rM WeO Dr�4 tMC401�N EVERT CLOWT DOOR LATCH SMALL BE SUCH 71"T �� a �wiw rquN wsr i c4.OSET. AD F OFIDI PncTe DOOR RwM MIM TE am ^ ee nwem W rwriw Rags waea Y 41lDll•O 1L AC.41QA a IZb'J OQ.<R ' ` �lRWINNeCT.Na/QININt. tiAAiARtAe 1.1t6EfiFr. L-Ix9 PPSS�•WWNNpTJ K'OG Q'E X OrpSO�LA p�I EVBiRr pATRRDOIT DOOR LOCK LMALL BE OEDKISID TO A-1p0Y0A11■T�l��� IN COM EMMO d@ rF DIV OVER NABS b'X-PA!•ER T�06 CO N PD01R TS Pw*4 Q TS LOO®COOK MM TM N.TH .� W 4 CCPDTTRI O ERJQ aC OVER iED KA EX-0610 NAIL ED WTI COVETOU OMCG N AN .AS PER FBC FRO'AB WD.TPBJW TOTAL A.0 AIRSA. Blam!!G FT. AID PRODUCT OVHR JOMrD,LATI LED NAA HEADS GOR M AL COTOP01►T w=x oie—W AID PRODUCT f APT�VED MSULATION OF OR CELL LD OR PAULA TM UpOL BATH, NIW Io����ft'M A t NrWH N Fl ATICN VA MNERAL WOOL OR Cfl1J,LOSIC MEULATICM K4VMD NOTE.ALL u"''„'•Y DOORS TO BB A MNFII't MSULATON vAJE O R-S NON-LOCKABLE TPI7S'IART'1-IEJWD OR ELGAPE) 9 IDd NAILS COVIFIRM TEIOfAAE. 444 BO.FT. � � Q L-NO.GD GAUGE 014NEL-DI4WE0 ETUDE,K'OA:UATH I FULL LEMT14 LAYMO EA EFDfrYPJ . OF DM'TYPE•X•OYFOLM WALLBOARD APPLIED N494MCALLY EACH 6M FIRST �+ EKTRY• 67 GQ FT. m 0 LAYER ATTAGIED WTFI P LCNB NO.•vivrWALL LOEWD,D•OA:Anam TIE ALL PRECMT TU.E•■NTL TO EH ATTACHED W/ . .. .,. PEIUMTER AND O.O/C CN TIE M MIMATE LTD.WCaV LAYER APPLIED W'OIL TArCQ4D UV I V7'PplRPATKN MTO ...• •.•• ._. . AN.0 0W K ea Fr. 9 W ON VERTTCAL JORM o»eeT I DtUD-ePACE PRaO DU16T LAYER"Wo AN CON-•J.•OL EA uUAr,F PRECAST ME•eE1e •,•,,:.••�.•.. APPROVED ADLENVE. to LEW THAN OR EQUAL TO D•N WIDTH THM DO SUPPORT . PIROVIDE ONLY ODE ROW Ot TAPO" D'OIQ ATTIC 1 - 'O...� •O � ' DTAAOOIED TOP 4 BOTT. AGCOSD '• . .M rZ c - ROIL AT 714*BITE IB BAFC/ROOT ADECLLAR TO LI!"D+OI¢T TIE DEWON LOAD Wp.TRILL l�',e2196Y, no. A 7mmm PJ7I. I ISPEBY AttEDT t/Wt TIS DIRE MAD BtOI OBSEICrED AND tI! �� STRUCTURAL GLAB/®D TRUSSES DOORS ROOFlNG,` •WIN WS _ POISCATION COMM"ATE SIT4L.41Q TO THOSE UPON UMICII IME D19SION ro �1RP1'ALL WFCD=a DOOR �C S� �A4 TYPICAL COMM 2 RIDGE VENTILATIOICURTAN WALLS MULLIONS 9GNS'!' G WALLS q� rvt ��. BASED OK P YCU HAVE ANY OIISTIOND RT'84I DM 1416 MAtrM PLEASE IIDUOM OPENNW UITH WINDOW 4 PRECAST SYSTEM%MDRAILS RAILS °� Tca' CCHtA:T iMID O)RCE DOOR MMAMPAC"NI R NSA N.T.B. A-2 FT:N S� .. "p STORM SHUTTERSSTEEL JOISTS STORE FRONT AWNIN 21. Of 8� tF fel�_ ------------------------------ -------------------------- E� II � II II II II 11 LJ I I I I I L _____________ J I I I z J 1 1 q II II r--------------� L II iygi II II I r------------1I II 11 II II 1�_____________Ij_.L__ I II I I I r-- I I ii tti it ii L J II II II II I I I I LJ f Ws• - II Ih---------------------il II I II II I II 11 II II II I - II II T1 I I bi R.a II11 _ _______________ __r --------------------- ------------I I I • , of I C LAW 6 r----------- --'' 24 I I 25. BEDROd'1 N ` CA40Q I o - ----- - - Rie - _J Q 20 I I • qBi I I ' - TOP 21 Pita PL I I_ -- --rte (DATUM ° F I ® "M BATH 3(DAn ® I 21 I I •T I I I '7-'1— M@ESTE 1 I V IS A 1 I BEDF200M 3 � ° � BEDIQ�OM n 1 I - I I cc 1 I !! U] • I _ I ® C I I I N A L I U _ I sn-n-as GTS-II- 9 SN-M-JJ IID mQSS I I cAr.R er.IiL I I I I Ib T {��i Ey 9' 6' m m SECOND FLOOR PLAN 6C Q .V4'•I'-O' M ALL EGIICg05 W14DOM TO CChPLY W/FDC,AN OUTSIDE EVERY CLOSET DOOR LATCH E14ALL BE eUGI THAT ALL PIRIECAST EL"NTS TO BE ATTACFED W/ ROUGH OPENMGG WIWITM DOOR a O UNDOW OR DOOR OPERABLE MWM TFE INSIDE WITNOUT CFCLOFEN CAN OPEN THE DOOR PROI-I MBIDE T4E V4'VIA TAPCONG W/I V!'PFTETRATICN INTO DOOR M PENTN VIER THE USE OF TOOLS AND PROVIDMP�A CLEAR OPENINM OF CLOSET. AS PER FBC CONC.•6.OL EA..WUAY,P PRECAST hEYDER NOT LESS THAN 20'WIDE X 24'HIGH AND 5.1 SO. R.M EVERY EIATNROOIT DOOR LOCK&HALL BE DmmNE'D TO 18 LEGS BaAN OR ECIUA.TO S•M WIDTH THAN AIWA.THE BOTTOM CP TM OPENING SHALL NOT IM MOIg PEWIT THE PENMG OP THE LOCIC2D DOOR FROM 741E PROVIDE ONLY ONE ROW OF TAPCCNS THAN 44'OFF THE FLOOR.T14E MODE OF OPERATION T'UST OUTSIDE M AN E IRME1,1CY.AS PER FBC STAGGERED TOP 1 BOTT. NOT REQUIRE TI-E!USE OF A 4cEY,TOOL,GPECIAL IQ4OWLEDGE OR EFFORT TO KAIcX AVAILABLE THE NOTE,ALL HALLWAY DOORS TO BE REQUIRED CLEAR OPENING,AND NO PART OF THE _ OPERATION MEC4•WLeM eHALL IM PLAMM 4II0`ER THAN NON-LOCKABLE(PRCNARY MEANS OF ESCAPE) 54' ADOVE TFE PMI&4ED FLOOR n APP11CA" 0 FOR M YGUAWBM n2ft STRUCTURAL GLAZING WOOD TRUSSES DOORS ROOFING WINDOWS shoot nb. RIDGE VENTILATION CURTAIN WALLS MULLIONS SIGNS GLASS WALL PRECAST SYSTEMS HANDRAILS RAILS FENCES STORM SHUTTERS STEEL JOISTS STORE FRONT AWNINGS S .ofJ FLAT C7T TOE ROOP O . (T'PICAL.ALL RJCRO) In . COOORAT,VE 1270D MV4C�ALL I��) t QIIRIGGEM.w OG ��DCCORATWE eNRTEFQ! 't 0 }g: IJT t 1.SF.O- TOP OF FOL \ 8�SH-M �• J TA ank=FL1Yd — \---DFMO`.O.'71i1�y7}y — _— __ __ � v 51)0-uiow aousTe e ® ® ® D6'ORAtILt u000 O(T OW OUL CT1TT6RD dl)f11m06QD.4Y OG AOFF ' (TO OD eIO.DCTLD MY (TO ME DELL TED M le DCCORATM IIOIImE@ cu OE OELECTED DT' PLANK euJPn ��) DECORAMS 1140cE6 (D FL"MM M II'III III III�III I'I I''I1I III(III(1''I b LL111111LLI _ _ ______ ®NI 7D•KT-7Nf8. ------------ O='KT.TRINE ❑ t J-SM-A v FIL ti arm O70•UOM COL COVM OVER 4'M4•0TL.CM.OVEN COIIG GAM. eOl FEN06 GIM BTR)CT.OWM FOR PURE WO FRONT ELEVATION ,y WAX.VW.1••O• RAT C""ff"m RDOP 6 . (TTFTCAL.ALL ROQO) pCJ ,S �• 1n cc TOP a TIC 0k N m..IT O DECORATVC WOW or.oun AT CV'IW TILE ROOF ® eoutm.4e• FL (TTPICIAL All,eoL7Pa) 24 •� Ati4• 4•P O01N 010000 4� .a s. mra m g Ise DECORA"VOW O OII,fatica e.4e•OG n . OECORAThE ILA,®EE PL u1c e,DD10 ° A A1 PLAi4K sob" O O SAA0111 eTIKYO SAM m BIOO,M eT110C4 OME TOP OF ML a ,*STL.UCM.CAL COVLR OVDR eF+a (TTP• �Y,� , 47(4'eTL.COL.OVER CQiC.640E ALL RAR.MS G . am eTWCT.was FOR MOM WO REAR ELEVATION a EC&t.VW.1'-O' y SA6i no. co 4 w� 'M' RAT anima I"ROOF g (T,TIG,<L•ALL TOP OF T@ OL IL4r•{ — y op RE K RAO 4* TO g aFm A 4• DCCOR4Tht OIOOD 8 OFiiR(TTP• Ot1I1P1O0Ei0e.b'or- RAT CMW TILE A" ALL PALD4 (TTi.AL.ALL ROOFe) LOGATIOW a Im ® - ®9N-NETS & ®(W It R•OL MIN P.� I F avmm \—— ——————— IOF OF TB ——— TTP 0►T8 �{ �a.i Tam Dec uaao t 1 OITIRSOSEYM O�EJOe.Y'00. 42'B RA 4* TO REJ RA A 4• eneRe(TTT } ALL a IOW p . FP LOCATONOJ .•. T 4'WIOOTN 6TNCA0 ° ° �Ca.a SF.GL QeN-N�,T o 09+40-33 q .OL eAem i A� a+oon+eTtrrveaeE TOP as FK iL ,®SH ; i a! I 1D• mm GOLF ca"Ohm LOW CaL C&hm OVER 4•XI OTL.COL.OVER "O WO 4XP ML CM.OVER m my ' eE>t eTRIeT.Dune TIOR FIO10II n'o em eTwr.T.Dune POIT iY71@ Ilno LEFT ELEVATION • FLAT 4M• TLE ROOF SM".1/4'.P-W rtTPKAL.ALL ROOM) .. 0. u co TOP 0•R MIL I L4n� O �L�tly1 OMMAThS WOO ONRl00El0e.4e•OG FLAT CI MIT T0.!ROOl VJJ " (T%CAL{ALL IQOCFW (gay ®GAT.9.sr.OL FI go- 0TOF Q T8 d a T!� t IR4 1 r® a TNT:WOOD 0 M O) all 7--OPe.4V on -d�oiW eTUeeo FJ \ i WW V QRL eTNC:CO i7 3-9F2O " — erloorN OTLTO eAeE NLL � 4 A,�Q;�' °""G° RIGHT ELEVATION I a on 611E,CT.OW36 FOR"am Eno amcan4 enaxo ease "sheet no. Mi of a / 3 I 0 I o E-41 be 3110,.w oL �•O`ji D'1l'.IB•OL z FFFH SH- OAT.P,SF. Tqll M , m ri 1 Sn-Z/ ©SH-24 CAT n.SF.OL ]I 5n-24 TOP OF FM. TOP OF T.B. 2ND FL IY-O- II H-35 1] IO AV W=COL.LOVER a SR 4'xa'en.caL.ortle Laic.SASE HE STWLcr.Dune tale mom 1W - - - V 1+1 REAR ELEVATION (SW IS ST) 6CAW.VA'.P-C' TRELLIS FRONT/ BACK ELEVATION era.E.VY.P-W m 1W Bnoo LOL Levee ovoe <'XC erL.COL.OVER LONG 046E �/ es enalGr.Dune tae r^lo�e nre P4 TOP OF PE BH. �D•1m'.w OL ka'A . EL r z1'-C l0 � O CAT.1.SF.OL ®CAT.2t SF.OL 1z 01,k ]I SM-24 m TOP OF M. TOP OF T.B. 2ND FL � _ _ EL.+f2'-0• EL r 12'-0" r3�� I m e7 II H-!S •• r b T] TRELLIS SIDE ELEVATION SCALE.VY.1'-& I . REAR ELEVATION (SW 18 ST) "g9 SCALE.V4'-P-O' *^� Ta'�! •'R• e ,iy q S u ✓} , sheet no. of a w10 r' 8 1 a 8 ROOM FINISH SCHEDULE u�oW ��BOOR DOOR GRO"FL•OIM �� 1MT F1 DOR LDr.4rIU1 TT17 ovtwALlltit TMK70m PRMe3� �' NO. LOCAt1ON F�IGFR T14O T7'1"8 MATER. FNIBN N®9°4pm s PIR6T rW Vl� v WbIN X lllONf { b 614-]0 03 X 6f SAW OI POYaR )Y-O' f-d I-Y4' SOLID CO M UO10D PANTED ALUt UOOD YV-1.014 A/0 ' LOCATION RDOR WALL ra■' NG FMKAI I2O OT SW35 e3 x 6! !A6' 2O'K lI6aNSOF1 1 vmw a COy.TL•IOSACE STONE STUCCO UI000 dl-MVV aY NW (!)ON44-35 1116 X 63 !/16' Q MAIDS(pROGM 2'-a• f-d 1-204- SCUD CORE UVOD PANTED WA WOOD P018R 6TOFle aIOOD 6TP.DRD. 6T'P.deD. T (3)Sw-m 14X63 3n' © c1.Oe6T tMAID'6 ESDJ 7'-0' f-d hL4' SOLID CAE MOOD PAM® WA uloco qte IT ISOG/'1 (2)611 FT X 63 !/16' Q MATM•1 2'-6' f-d 1-314' SOLD COIF UOOD PAM® I•WmL! ulwo p2 6ALLGRT•I OTCs@ WOOD, OTT.ORD. GYP.MID. F 6N-ae 63%X 63 "W. O WOOD R1LLT LOr1••IRO 0 AA:•3 2'i' f•d hY4' SOLID CORC UOCD PAM= WA MAm•S OEDISOom WOOD a/?OD 6YT.CID. 6Y'P.MID. 11"46 D31f X 6f SAM' O LAUIDRT 8001'1 2'-0' f-d I-W4' 60-10 CGR` UOOG PANT= MAPS L! uOOD . cLoWT(MAID'S DaDJ so= UIOOD 6n-CID. *YT.CID. PAMTLrr ROOT 6HAb SIX 63 1AY MATH•i TSE WOOD MR.GYP MID. MR GYP.OID- R ICI1CiEl1 07 L9J04 Ti' sr-0, hpµ' OOLJD COIF UOCO PANT= WA UIOCD OII-]6 63 M X 6! vU' O awbT MEDRDOM 2'-f f•d 1-2/4' SOLID C01� ULOOD PAWti= WA UI00D HA:.aC.QS611" L°U3Q1R1'RP01'i TILE WOOD MA 67P.MID. HJi GTR CID. TH 61I.I/.!3 26%><aSK 3/16' CAT.R,6P.GL. GIB6T CIDROQi 6".110 "Ib X 63 3h• EaREOS �T(�6T E®J r2)2'J' f'd 1-5/4• SOLID C01E 1UDDD PAM= WA UIOOD dU'•9T CL•DROA'I WOOD WOOD 6Y'P.MRD. 6YP.dD. LAIf1DR1' SN-IN-DD 26K x DSb DAM' ® POOL p41H 2'-S• f-d 1-•04• 60.10 308E MOOD PANTED TU41S7Le MOOD CLOSET(dit"T eew WOCO CDOD 6TP.BAD. 6YP.MID. MOM x/226_1*."N I� 3�A6'/•/IL�P�- /�/CAT.11,eR aL * gO POOL MATH 7-Y B-d 1-144' RoINCH AL/44. PAIN= T AP05LE AAAK CAT 11,SP.aL , POOL MATH ?AE GOOD i'1R GYP.DID. MR GTP.CI®. YNr�OM 6V VI.F SWONM/1LwM� * O UY IA S 1RMIS.'-4'uA MD. PPOL MATH TILE D LIVING,ISOQ9 ry)7.6 f•d 1-314' FIE'11G11 ALA- PANT= ALIlt AU3t Ulaw MR GYP.MID. tiR GYP.CID. 150MOOM•2 6I1-80 ea1*x 6a 3n' lOwlSb * FAMILY ROOT f•d 1-3/4' ALA- PANTED ALVI. A1ML LhIM P OOM STOtE Wf D'vt COVE CL0 (2)z'i i9END4 CAT 11,Sr.6L u100D dWP.DID. GYR CID. CONd1T OaHOO MATH•2 OWN-33 264 x 3W aA6• CAT.a 8P.GL * © . FAMLT ROOM (y 2•_6 f•d hY4' gQND4 ALAlL. PAWED ALlM ALIT. CAT 11,6F.GL H®ROQY•I 614-35 eaK X 6a 314' E4AEeG MTAL DIS+L7L PANitS AW'L UIDOD W)6Gl-CLOd,Cory. PAMdE IeOOM STOtd' ISO= MR CID. 05/'DID. STAIR 064 X Dbee aft• © dY1RAG6 D'•O' sr-d), 1-Hµ' aEz L IOT0�4 67018: UgOD FIR.OTP MID_ MR GYP.MI®. TOILET(MASTER SAT.) _ 264 x16 3n' GAT.II OP OL GARAW O•-d f-d hL4' pyDSEAD UIDOD PARTED RASIO)r WOO DMNG ISOOFt bTOFE MOOR GYP.MID. 6YP.DID. YY t5/L CO\2 GLD. CONSULT 0g1HR M46TF]e OATH SI r X Odle► D/5/' CAT.It SP.GL ® PAMRI' 2y 1 &..r 1-5/4• SOLID COfE ULOOD PAStI= WA WOOD PVDWlR Im001'1 TILE WOOD MR 6YP.MID, MR GYP.MID. MATH 31 x 9^ eK• CAT.II OF.did- ® U6ff SrORAG6 f-d I - SOLID CORE UOOD PAM= WA WOOD BEDROOM 3T X S^ SAO 2-0• - OARAGE M.P.CLNG OTUCCO 617.MID. ® uba 2'J• f-d 1-!4' SOLID COP! uv= PAN= WA uOOO FILLY LOVfiIR+D u M OBPROCM >n X 6dRe !/IL• • GE04ND f ZOR OlO16w'1 _H-W 2611 411114 DM' "Xxm R00M 3,4. 1 f-d 1--04' JUILID COW I WOW I PANTED WA UUOD McDla2a 1 ss u1*65 3/16 RJR • eALCartr 6raE STUCCO WooD sit -211 s,x 6! 3K• Dd1QOS r^ ,� MEDPOOIT•1 TIOOD UOOD Q1T.CID. 6YT.eRD. 7H•f -JU Z• f/5/' CAT.II W.GL © MALCONY MUST"am L 2'-6 f-d I-D•4' MmNGN ALAL P AUK ,ALUM CAT 11,OF.6L a• SINS 1ffiD/SOOM 62 WOOD UOOD GYP.CID. OTT.MID. 1. M Vdo-with Or-t aaow to tM pod w/aMe vise than 46•A.F.F."I be e,uWed with an alarm whit produaw on a WIN MASTER 8MM6OM 2.0' a•-0' 1414' SOLID OOZE MOOD PAM= WA UOOO F�qIq when the window and Ns eonan wv opened as par 424217.1.9 FE0.TM alarm Shall Sound-Ufiuoudy for o minYnum of 30 OATH•2 TS2 WOOD MA GYP.CID. MR GYP.MID. second ImmadbGly afar the window le apaned and be aapaMe of behp head throughout the :-dudn9 normal hooesh4d aaUvRlse ® TOILET moor Q OATH) 28'•6' f-0• 1414• SOLID COIL MOOD PAMOt WA YOOD ®ROp7.3 UGOD G'T.CID. TM alum Man MemotlodlY reW under all pond J..1M almm elwll W eWDpsd Nt11 a moved meats to ldmpaa�y deaotlwb Me WOOD 6YR amp- alarm for a Mqe opening. Such deaotMatlm shall last ne mom than 15 seoandL its daaotrvatlen 6~MuW be leoated at Ioaet 34 ® . indNs mow flIIM Too. LNIX(hl4S1ER OA1W T-d.' a'-0' I-0µ' SOLID 001.E UL'70D PANT= TIAIWDL6 U-aOp O CID OATH •3 Tn a WOOD MA GYP.MID.1 mot 61M.MID. ® MASTER MATH 21-V d-0` 1-144• PocsW WOW PAKW M41111B1r WOOD a 1'-46119!8=IeOQ'1 3000 U100D 01T.DID. 6YP.MID. D•H CA'E CLdl ® Most U M: 2'-a• 6•-0' 1-314' SOLID COM MOOD PAM= WA UIOOID ` CID MA9TIBO OATH MAImLE MµlLM Mist 617.DID. MR 6YP.DID. uv D'w.Cove CI.G. ® 140 u1L 2'd f-0' 1414• SOLID COFi u23ap PAT"D WA UOCD - 1O MASTEN U[IA. U470D WOW GYP.CPD. GYP:MID. ® CLOSET(MD"20M•U )2'i f-0• 1-3/4• SOLM CORE UOCD PATTED WA Us70D C to WOO® anow"OFI.1 2'-0• d-0 I®• 1-3/4' SOLID COCO PAeTt.D N2 WA WOOD LE . BATHROOM FLOORS AND BASES MUST BE OF IMPERVIOUS MATERIALS AS PER F.B.C.1408.2(8) a MATH 2 3•-6' W.C. 1414• POOMT WOOD PAMm tIAIMLE UOOD z L+ SHOWER COMPARTMENTS SHALL HAVE FLOORS AND WALLS CONSTRUCTED OF SMOOTH,CORROSION RESISTENT ® MATH•7 2•-0• 6'-0' 14/4• PODIET u1aaD PAWED t'W�LE uDCD 47 FV7J AND NONABSORBENT WATER-RESIS'TENT MATERIALS TO A HEIGHT OF NOT LESS THAN 70 INCHES ABOVE THE COMPARTMENT FLOOR AT THE DRAIN. ® OAT"•2 2,_S' 0-0• 1-3/4' SOLID COIeE WOOD PANTED M4®LE uOCD V TONGUE AND GROVE CEDAR WOOD PLANKS ® 0.060 fMEDISOOM•2) )7'•6 f 0 I-3/1' 60.10 CARE I Ul7oD JPAKW WA WOOD m ® C®IS10M•2 2`_p• 6'-0' 1-3/4' 60.10 00114 UOOD PANim WA WOOD ® Ar-•2 2•-6• f-01 1.3/4' SOLID COIF W20D PAM= WA MOOD IULLT LOvOOD 'y t1tD167Q1-3 3'-1' f-0' 1.311` SOLID CORE BLOOD PAME117 WA UOOD ® MATH•p 2'-b' W.M. I.a/4' 60.10 COA uA70D PA Mm M4RDLE VOCD •• 1D CLOSET(M=RO017•3) )2'-0 6'-0' 1-314' SOLID COIF UOCD PAM® WA UVOID �� -M O *1. NI doors with direct accese to the 1 through that wall shall be equipped with an alarm which produces ar au6ble warning when the door and Its screen are opened. The clam shall sound continuously for a minimum of 30 seconds trnmedimy after the door le opened and be capable of being heard throughout the house during normal household actlAtles.The alarm shall automatically reset under all concitions.The alarm shall be equipped with a manual means to temporarily deactivate the alarm for a single opening. Such deacihvtian Shall last no more than 15 seconds. The deactlwUon switch shall be located at least 54 Inches above the threshold of the dam• 2. Other means of protection,such ae sdf--dosing doors with self-latching devices or doors with positive mechanical latching locking device.In.talled a minimum 54 Inches above the threshold,which cre approved by the administrative authority,shall be accepted. 1 Q 41 j� C) .`V t Bheet 320. A-1 w/1 of e CEMENT TILE ON HoT QcS MOPPED 90 SLATE ON TIN CAPPED gyp/ Fr1I ON M 2 To PLYw00D ERECTING NML(D To ~ CID 12 0 I�W/PPPORTS (TYPICAL 0 C/C IE� �� r►�4 ALL ROOFS) ° g CALV.TRUSS ANCHOR BY'NU-W E' NVHTAIO W 6(iOd NAILS TO SEAT C SEAT PLATifk(IO)1Gd NAILS TO STRAP .. PREFAB. WD TRUSSES O 24 8d NAILS 0 4.O.C. 'ac O.C. (MANUF.TO SUBMIT SHOP GALV.. M T NAILER ON 1'x2' TOP OP TE BEAM Q 8 EL.•21'-4'(TYP.SEE ELEV.) e' FIBERGLASS BATT INSUL (R-30) a A Izl O 1/2'TYPE 'X'G(P. WALL BRD. 2'x5'WD. FASCIA W/ 1'x2' m CLG. ON 1'x3'WD FURRING NAILER W/3-184 NAILS EACH TRIES 1'x4• P.T.CENT. NAILER ( H. GALV. STL SEAT k HURRICANE o- ANCHOR AT EACH TRUSS 18'X 6-PLASTIC SCREEN VENT(CENTERED BETWEEN OUTRIGGERS)TO I GONG.TIE BEAM (FOR SIZE 6: COMPLY W/SECTION 2309.7 OF THE F.B.C. RE1NF. SEE STRUCT. DWG'S) 1z8 TONGUE de GROVE W000 PLANKS a CEMENT TILE ON HOT 3/4'CAVITY INSULATION (R-4.1 3x5 DECORATIVE WOOD OUTRIGGERS 024'0.c. xit MOPPED 90+SLATE ON TN (TYP. O ALL EXTERIOR WALLS) TO BE FASTENED W/(2)-1/2 DIA WOOD SCREWS CAPPm 30/ FELT ON 5/5' (COUNTERSUNK) INTO r, PLYW000 SHEATHING ON 1X6 T Me C 1/2'GYP. SO. ON 1'x3' 1'z8'T. k 0. WD SOFFIT AND W PREFAB. WD TRUSSES O 24' CLG. ON 3X5 EXPOSED WD.JOISTS 04o.c. WD FURRING 024'O.C. PREF.WOOD TRUSSES.W/ MIN. 3-EMBED. O.C. (MANUF. TO SUBMIT SHOP NAILED W/Bd NAILS O G-C/C (SEE ELEV. FOR LOCATION) UM FOR ARCHITECT APPROVAL) ALL ROOFS) PORTS(TYPICAL O 12 GALV.TRUSS ANCHOR BY'NU-W t" 1'z4'P.T. CONT.•NAR.ER (TYP) NVHTAIO W 6-10d NAILS TO SEAT SEAT PLA k (10)10d NAILS TO STRAP 31$x6' SCHEDULED Bd NA OCEMENT TILE ON33H�p//FELT O OT MOPPED 900f SLATE NAILS O 4'O C. (SEE FINISH SCHEDULE) aK SEGO]ND FL N TI CAPPED OD INC X8 Y d:C CLG GALV. METAL DRIP ON 1'x2' PIWBH FLOOR ON 3X5 EXPOSED WD. JOISTS 04'o.0. P.T.LOFT. NAILER ROCK NAILED S 5d NAILS A B'ROOFS) O ALL • t1.•12'-0'(TYP.BEE ELEV SUPPORTS (TYPICAL O ALL ROOFS) TOP OF(5 DENS CONIC BEAM (FOR SIZE Me FIBERGLASS BATT INSUL (R-30) VARIES(SEE ELEVJ CONC. SLAB RENF. SEE STRUCT. DWVS) NVFRTA101 ANCHOR 0dNNLS TO SEAT WO. FASCIA W/ 1 - (SEE STRUCTURAL PLANS)--/ SEE TYP.CONNECTION OIL SEAT PLATE&(10)lOd NAILS TO WRAP • NAILER W/3-18d NAILS EACH TRUSS ON SFr. S-2 1/2'TYPE 'X'GYP. WALL BED. CLG. ON 1'x3'WO FURRING 15'X e' PLASTIC SCREEN VENT 12 STUCCO FINISH ON MTL LATH OVER (CENTERED BETWEEN OUTRIGGERS) 1/2'CDX PLYWOOD BA CKING(BETWEEN 1z4*P.T. CENT. HAILER "0. TO COMPLY W/SECTION 2309.7 OF THE F.B.C. 4 Ei1CFi 6:EVERY WD.JOIST) O ( )ox .. 1'x4' P.T.CONT. FIRE STOP. 1/2'GYP. BD. ON METAL Do'+ - STANDARD HOOK FRAMING 5d NAILS O 4'O.C. W CONT.CONIC.OAM GALV.METAL DRIP ON 15Q' (SEE STRUCTURAL DRAWINGS) 1x8 TONGUE R GROVE 1'x4'P.T.CONT. - P.T.CONT. NAILER ' WOOD PUNKS FIRE STOP. 1X6 TONGUE Mt GROVE LC.. 3x5 DECORATIVE WOOD OUTRIGGERS 024'6.c. TOP OF TIE BEM p, TO BE FASTENED W/(2)-1/2 D0. WOOD SCREWS 3 X B WD.JOISTS x"10' g+ INTO 1'k8'T. k G. WD SOFFIT AND O 24'C.C. (DATUM)mr,6EE co CONT. FIRE STOP. PREF. WOOD TRUSSES.W/ MIN.3- EMBED. WD. NALERRS S 'd + ELEV.) 3/4'CAVITY INSULATION (R-4.1) (SEE ELEVATIONS FOR LOCATION) EACH k EVERY WD. J rx8"WD FASCIA NAILS EACLi TRIES Lo (TYP. O ALL EXTERIOR WALLS) CONT. FIRFSTOP CONIC. BFAM(SEE ° . O8-C.C. (TRUSS TYPE) 3/4'CAVITY INSULATION (R-4.1)) SRRUCR' DWGS (TYr)OJ+ 5/8'GYP. BD.ON 1'x2• MP.O ALL EXTERIOR WALLS) WO FURRING 016'O.C. SMOOTH STUCCO FINISH AND/OR DECORATIVE IN V'P.T. CONT. WAILER(lYP) SIDING ON 8'CMU WALL � 10'X10'WOOD COL CDVER (SEE ELEVATI ONS FOR _ 3/4-x6'EIASEBCARD PRECAST LOCATIONS) SmucT• �S COLUMN (SEE m (SEE FINISH SCHMULE) /5 VERT. IN BLOC(CELLS VQtAND4 GONG. FLOOR SLAB (SEE FILLED W/3000 PSI CONC. SMOOTH STUCCO FINISH DRAWINGS) GROAT(BEYOND) AND/OR DECORATIVE _ TOP OF FINISH FLOOR SIDING ON 8'CMU WALL •• �p ..i' ...."..._•.`.•:�.;?.::..: ,.,r.•.,:.. EL.- V-0'CE ATOM) (SEE ANDS.ELEVATIONS EV Do • S.AND O W 2 LAYERS OF 8 MIL VISOUEER� $ E Flaw GRADE(vaR�B) 5/8'GYP. BD. ON 1'x2' PRECAST TRIM LOCATIONS) a WD FURRING 016'O.C. CONT. CONIC. FTC. 1'x4'P.T. CONK. NAILER(TYP) (SEE STRUCTURAL DRAWINGS) COVERED 42H. RAILING TO REJECT PROVIDE CLEAN-OUTS AT ALL VERTICAL TERRAC A 4• SPHERE(TYP.O REINFORCING LOCATIONS 3/4'x8' BASEBOARD ' ALL RAILING LOCATIONS) eepp (SEE FINISH SCHEDULE) iv q O CONIC. FlOR.R STAB (SEE TOP OF FINISFI FLOOR VV KjQFE FON Fr. 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