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REV-16-589 Miami Shores Village CFIVED Building Department MAS 0 4 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 ;J INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. RC-4-15-867 PERMIT APPLICATION Sub Permit No& 1z f S ©BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 149 NE 105 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2136-005-0130 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):ZURDDO CORPORATION Phone#:786-239-6918 Address: 12921 S. CALUSA CLUB DRIVE City: MIAMI State: FL Zip: 33186 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: JA GLOBAL SERVICES GROUP Phone#: 786-236-6545 Address: 14108 SW 51 LANE City: MIRAMAR State: FL Zip: 33027 Qualifier Name: JOSE ANAYA Phone#: State Certification or Registration#: CGC-1512575 Certificate of Competency#: DESIGNER:Architect/Engineer: R-METHOD INC/RUBEN JIMENEZ Phone#: 305-582-2836 Address:300 OAKWOOD LANE, SUITE 100 City: Hollywood State: FL Zip: 33020 Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: /415-�Atl 4AFEW 0 J- 00 P.— �:)RA IN�!qsl pa=�E 0 P") Specify color of color thru tile: Submittal Fee$0 Permit Fee$ W CCF$ �' CO/CC$ Scanning Fee$ 1 GQ) Radon Fee$ DBPR$a D(13 Notary$-5 Technology Fee$I • r Training/Education Fee$ l Double Fee$ 92 Structural Reviews$ Bond$ 0 TOTAL FEE NOW DUE$ (Revisedo2/24/2014) t f; Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in Bence of such posted notice, the inspection will not be approved and a reinspectio fee will be charged. Ve- Signature Signature OWNER or AGENT CON RACTOR The fore oing instrument was acknowledged before me this The foregoing instr ment as acknowledged before me this day of fN�,2 C"c-{ 20 by 3 day t�7 20 ,by ZyrZ4XJ�' -'who is pers a ly k�►ow to SUS E- AYA ,who is personally known to me or who has produced as me or who has produced F--L-- -�-x-Zi\/' as identification and who did take an oath. \`�44HIIINiypy� identification and who did take an oath. �;,Sk\W Milk NOTARY PUBLIC: `�� �•�S,�" .•�* i NOTARY PUBLIC: 00141111111 Sign: _ ® 2 W= Sign: �c'.••.....�. ���i Print: Print: C3 •°° Af, �� = • • Seal: %s®�sgyP���� Seal: a ® 0 ��fJ;tplpBlB6@4i����\ ',. 4Fti9`'q'160 ��/�0 APPROVED BY L�- Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) R3 n most „.„>*t Miami shores Village �- -�` Building Department OR10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTEN'T'S. Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of By.�l��p�s�.� �� `�% wh rs personally known to me �produced as identification. No =PublIcStatO oFioriaaSEAL: 082753 JA GLOBAL SERVICES Date: March 3„ 2016 State of Florida County of Miami-Dade Before me this day personally appeared Jose Anaya who, being duly sworn, deposed and says: That he will be the only person working on the project located at: 149 NE 105 Street. Miami Shores, FI 33138. Sworn to (or ff' s bscribed before me this 03 days of March, 2016, by:_Jose Anaya_ Personally know OR Produced Identification Type of Identi icationr_�+2- �/r 5J '• PIRFS•'•6Oi i ��..otio2� •�6p Print,Type or Stamp Name of No—' ///,�J//I�111111�111 `\\ AC OR& CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDlYYYY) 04/07/16 -THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. if SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Insurance for Less,Inc. PHONE (305)380 8350 No): (305)380-8352 15150 SW 72nd Street -MAIL INS4LESS1957@AOL.COM Miami,FL 33193 INSURER(S)AFFORDING COVERAGE NAIC# Phone (305)380-8350 Fax (305)380-8352 INSURERA: GRANADA INSURANCE COMPANY INSURED INSURER B: Ja Global Services Group Inc INSURER C: 2461 W 76 St#104 INSURER D: hialeah,FL 33016- (786)236-6545 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ND R WVD UB POLICY NUMBER POLICY EFF POLICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 A AGE TO COMMERCIAL GENERAL LIABILITY PREM SES EaENTED occurrence I $ 100,000.00 A ❑ ❑ CLAIMS-MADE ❑ OCCUR n n 0185FL00025498 04/05/2016 04/05/2017 MED EXP(Any one person $ 5,000.00 ElPERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ ❑ POLICY ❑ PRO- ❑ LOC $ AUTOMOBILE LIABILITY Ea aBBI EDitSINGLE LIMIT $ ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ AUTOS OWNED ❑ AUTOESULED BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE ❑ HIRED AUTOS ❑ AUTOS Per accident $ Ll ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN ❑� TORY IMIT ❑ R ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) ❑ E.L.DISEASE-EA EMPLOYE $ If Yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,ff more space Is required) RE:WOKS IS BEING PERMORMED BY JA GLOBAL SERVICES GROUP INC CONTRACT LICENSE#CGC1512575 AT THE MIAMI SHORES VILLAGE WORKSITE LOCATION. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE BUILDING DEPT THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2 AVE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE C 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)QF The ACORD name and logo are registered marks of ACORD MAR 3 1120 6 MIAM1•®ADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 MPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadcm*conomv Clopay Building Products Company 8585 Duke Boulevard Mason,OH 45040 SCOPE-. This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product ERProduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section thatthis product or material fails to.meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Steel Pan W8 Sectional Garage Door up to 9'-0'.'Wide(DP+54.0,-62.0 PSF) APPROVAL DOCUMENT:Drawing No. 103287,titled"Pan Door 9'W+54/-62 PSF",sheet 1 of 1,dated 03/03/2005,with revision 05 dated 02/2015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved'is to be located on the door's side track, bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. .. ... . . . . .. INSPECTION:A copy of this entire NOA shall be provided to ft user IV t4c:n;.F?sc urgr or its distributors and shall be available for inspection at the job site at the;eqd4stX=$u#d$lg Orcial. This NOA revises NOA#12-0125.19 and consists of this page 1 and e'vldence pale 11.1,•a§Nell as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Uhler,P-F.• •. •. • •00 ;• ;• �Nb�ko 15-0225.04 t •nnnEcoutarir Expiration Date: September 15,2015 17,015 Approval Date: May 7,2015 ... ... Pagel . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 103287,titled"Pan Door 9'W",sheet 1 of 1,dated 03/03/2005,with last revision 05 dated 02/2015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. B. TESTS "Submitted under NOA #05--0316.01" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test per FBC,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of Specimens A,B, C and D Clopay Model 94, 9'x 8' 24 gauge garage doors,prepared by American Test Lab,Inc., Test Report No.ATLNC 0827.01-04,dated 10/22/2004,signed and sealed by William F. Wescott,P.E. C. CALCULATIONS "Submitted under NOA #05-0316.01" 1. Fastener Attachment Calculations prepared by Mark Westerfield,P.E.,Sheets 1 &2, dated 03/03/2005,signed and sealed by Mark Westerfield,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance with the 2010 and the 51h edition(2014)FBC issued by Clopay Building Products Company,dated 02/18/2015,signed and sealed by Scott Hamilton,P.E. "Submitted under NOA#10-0908.117" 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 08/25/2010,signed and sealed by Scott Ha4,iltpp.P..F. Q.� a4 • • .0. C'Y•43 Y".Utrera,P.R. .produEtCopt►pl Examiner , ;.. :1999 15-0225.04 Expiration Date: September 15,2015 Approval Date:May 7,2015 ... . . . . ... . . E-1 . . . . . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . 4 3 2 1 MODELS CLOPAY 84A. 94, 98. H94 (24 GAUGE) REVISION$ - MODELS HOMES 48 l 4 .AI ) REV. N0. ZONE: DATE: ECN N0. APPVD: DESCRIPTION MODELS IO LM 4F. 4RST. H4M E C•ALTGE) 04 — 1/2012 SH AFFIRMED COMPLIANCE WITH 2010 FBC um smn ATTACM To oma SM WM RVD= 05 — 2/2015 SH UPDATED CODE COMPLIANCE STATEMENT. 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SLOB IL Am 1 MEWm 1r 1 F&((44) Go DE30M Bf !t•D•Q EAMMM OR ARCWmf Or REOORD. /1{ P IAm�RN 8CAU9. ••••• 2x6 JAW P 2•SM RMLm PART N0.•N/A • OAR m BE usEo TRAa{BmmlmB) ...... DESIGN LOADS: +54.0 PSF —62.0 PSF. A A ` ' ' ()/r TOLE stwRAN OTNmwffe =CSO ay 8585 o�(Wa�IevMd CLAY VINDLDAD RATING • • • • as1 sRu t q TOLERANCES are u pa T2 Lr511 44o we • • • •• MASMiP9 r,.• �,�` • .••h 0. t.031 ROdotIS FG Na.SI ]70 • BWORO TVM F�1TPE F • � '• • 1!1•.•J' 0-1/4•mmm)*.vxwdcwe ANGOR O-1/2•,ml.a-DwANOE)' o-1/2• 5'OA .00 a 1.016 :� ��.` DE3CRIPTiON: PAN DOOR 4'W +54/-82 PSF to m -000 o toot DRAM) NY:RX DATE:04/07/0 SCALE:N/A DWG.�W, t Zm'; R <. c Degrees= t 1/2 CHECKED BY: SH DATE:03/03/ SHEET 1 or 1 SIZE L Al iWW OM CENTER DISTANCE. INi1IrAT�:•QIE• lrrtbff SMlad OthMMiOB as 1u/AR$"Fta r F xr now DNENsom ARE M oiCHM AWG. NO.: 103287 VER. MO ;2 1 4 3 STRUCTURES INTERNATIONAL, INC. MAR 24 2016 a� Consulting BY: Structural Engineers Date:March 22,2016 Reference: 149 NE 105th Street Miami Shores,FL 33138 To Whom It May Concern: To the best of my knowledge and ability,the attached structural calculations presented here for the above referenced project,meets the Florida 2010 Building Code and the minimum design loads for building and other structures ASCE 7-10. ttOtIv Ztltti// SubjA W sp' > � C. 3 16 er Ph.lOJ,�. &I itogg in c O ..- FL Sl 64NAL 15-051 .. ... . . . . . .. . . . . . . . .. ..: . ... . .. ... .. . . . .. ... . ... . . . . . ... . . . . .. . . . . . . . . . .. . . 0 . . 7501 Wiles Road,Suite 106-B,Coral Springs,FL 33067 CA#9446 •;• ; ; ; ; •;• Phone:(954)227-1512 Fax:(954)227-6633 • • • ••• • • • • Prom Job Ref. 149 NE 105th Street 15-051 Subject Sheet no./rev. Structures International,Inc. Wind Pressures 1 7501 Wiles Road Suite 106-B mac•by DateChk'd by Date App'd by Date Coral Springs,FL 33067 GFL 3/22/2016 30 WIND LOADS -COMPONENTS AND CLADDING (C&C) WIND LOADING(ASCE7-101 In accordance with ASCE7-10 incorporating Errata No.1 and Errata No.2 Using the components and cladding design method Tedds calculation version 20.15 X Cl) LID 14 55 ft 53 ft - Plan Elevation Building data Type of roof Hipped Length of building b=55.00 ft Width of building d=53.00 ft Height to eaves H=8.42 ft Pitch of main slope ao=12.0 deg Pitch of gable slope am=12.0 deg Mean height h=11.23 ft General wind load requirements Basic wind speed V=175.0 mph Risk category II Velocity pressure exponent coeff(Table 26.6-1) Kd=1.00 Exposure category(d.26.7.3) C Enclosure classification(d.26.10) Enclosed buildings Internal pressure oDeef+ve(Table 26.11-1) GC"=0.18 Internal pressure coef ve(Table 26.11-1) GCpL n=-0.18 •`� `�: +`• : • Gust effect factor for rigid structures Terrain exposure constants(Table 26.9-1) Integral length scale factor I=500.0 ft • .•• . .•• . • Turbulence intensity factor c=0.20 Minimum equivalent height zn,in=15.0 ft Peak factor for background response go=3.40 • ® Project Job Ref. . 149 NE 105th Street 15-051 Subject Sheet no.hev. Structures International, Inc 7501 Wiles Road Wind Pressures 2 Suite 106-B Calc.by Date ChWd by Date App'd by Date Coral Springs,FL 33067 GFL 3/22/2016 Peak factor for wind response gv=3.40 Integral length scale power law exponent s=0.200 Equivalent height of the structure z=max(0.6 x h,z„a„)=15.00 ft Intensity of turbulence(Eqn.26.9-7) 1 Z=c x(33 ft 0.23 Integral length scale of turbulence(Eqn.26.9-9) L Z=I x( z/33 ft)e=427.06 ft Background response(Eqn.26.9-8) Q=4(1 /(1 +0.63 x((min(B,L)+h)/L Z)0•63))=0.916 Gust effect factor(Eqn.26.9-6) G=Gr=0.925 x 0 +1.7 x gQ x 1 Z x Q)/(1 + 1.7 x g„x I Z)=0.88 Topography Topography factor not significant Kz=1.0 Velocity pressure Velocity pressure coefficient(T.30.3-1) KZ=0.85 Velocity pressure qh=0.00256 x KZ x Kzt x Kd x Vz x 1 psf/mph2=41.7 psf Peak velocity pressure for intemal pressure Peak velocity pressure—internal(as roof press.) qi=41.65 psf Equations used In tables Net pressure p=qh x[GCp-GCpi] Components and cladding pressures-Wall(Figure 30.4-1) Component Zone Length Width Eff.area +GCp -GCp Pres(+ve) Pres(-ve) (ft) (ft) (ft2) (pso (pso Garage 4 - - 64.0 0.86 -0.96 43.2 -47.4 Door Garage 5 - - 64.0 0.86 -1.12 43.2 -53.9 Door 5 4 5 Ld 44 ft L Elevation of gable wall d' M� 5 4 5 w •• ... . . . . .. . .. . . . . ... . � LO 46 ft Lq . .. . . .. Elevation of side wall .. ... .. . . . . . . . . Doe 0 • • • • • • • • • • ••• • • • ••• • • .. . . . .. ... .. so 0:0 . . . • . .• • 00 . . ... . . . . •..