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WS-14-915110'1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 INSPECTION LINE PHONE NUMBER: (305) 762 -4949 FBC 20 Master Permit No. Sub Permit No. L)-S ' 91 Ej BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE CONTRACTOR ❑ CANCELLATION ❑ SHOP DRAWINGS JOB ADDRESS: {' • '‘‘)' 100 It City: Miami Shores Folio /Parcel #: 11-3101-0227 0230 Occupancy Type: County: Miami Dade zip: 231 10 Is the Building Historically Designated: Yes NO Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Ala n cy \ 1 t -1[WO-irea ( Phone#: Address: .111 N.W. 1O0 10-11e- City: aiUM1 Slice) State: FCOYI Ci Zip: 331 Tenant /Lessee Name: Phone#: Email: CONTRACTOR: Company Namez.3140X GO CAW 0o) 6 Address: 803k4 ) . IA) • Is4 S4 • 2 yy City: K OAP.% LU V.--P5 State: F1OI ■ 4C4 Zip: 3301\9 Qualifier Name :1(. 3v l-i Pal Phone#: VO 7 i}I -(1((, 4) State Certification or Registration #: Certificate of Competency #: r oo3KI, DESIGNER: Architect /Engineer: Phone#: Address: ``--�y City: State: Value of Work for this Permit: $ �` 5 CD' OD Square /Linear Footage of Work: Type of Work: '7 EtAtiditiOlf ❑ "Aitera ion "x ❑ New d Description of olrk: r Phone#(305-, Z (0 O GJ ) Zip: f/64wyfri• m(1 dP0 ,¢S Bf78e0s i3 + 1 =n,zeumrn p) q :'Q Y1ESi1%g won. aririo ""• Specify color of color thru tile: Submittal Fee $ Permit Fee $ 1 10.6D CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 2c 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 Z 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 PRO PERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATT0101EY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value elxceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law broc ure'will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commenc me►ht must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is ised. In the e of such posted notice, the inspection will not be approved and a reinspe on fee will be charged. Agent The foregoing instrument was acknowledged before me this this Ji ay of Apri I , 20 1_1_, by iJanCl Van ibpsea who is personally known to me or who has produced Dri d2' lieoins.. As identification and who did take an oath. NOTAR PUBLIC: Signature The foregoing instrument w day of 4ik'L. , 20 r+I who is personally known to as identi NOTARY PUBLIC: rlactor s acknowledged before me i , by e or who has produced ✓ 'cation and who did take an oath. Sep 29.2016 6 ac sion EE 205866 c '' �'•�°�` `� Bold Tiro Notary Assn. • �► — �I� _ ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ,* ** ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** s� APPROVED BY * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Zoning Structural Review Clerk (Revised02 /24 /2014)(Revised 5 /2 /2012)(Revised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09)(Revised 7/10/2007) COUNTY DEPARTMENT OF P AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION . NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors 165 Carriage Court Winston - Salem, NC 21105 MIAMI .Dx4D Miami Shores Village ,t1R IFCT TO COMPLIANCE WITH ALL FEDERAL AND COUNTY RULES AND REGULATIONS ORY RECEIVED ir MAY O62014 BY: OD N 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 (786) 315 -2590 F(786)315 -2599 www.miamkiade.eowuera/, 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 PERA - Product 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 Dace 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this 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: Model 1200 Heritage & Oak Summit 3000 Steel Sectional Garage Door up to 9'-0" Wide APPROVAL DOCUMENT: Drawing No. IRC- 1209 - 189 -21 -I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 05/08/2007, with revision B dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, 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. MsIV6`ILE IMPACT RATING: Large and Small Missile Impact Resistant tA$ELINC: A' ermanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, iisa& mode, number, the positive and negative design pressure rating, indicate impact rated if applicable, installation ittaington drawing reference number, approval number (NOA), the applicable test standards, and the statement readiog `Miami -Dade County Product Control Approved' is to be located on the door's side Wok, tottore taiga, or inner surface of a panel. 1EWAL'of4iiis NOA shall be considered after a renewal application has been filed and there has been no change in the applicabfe &fi1ding code negatively affecting the performance of this product. •TERMINA330K of this NOA will occur alter the expiration date or if there has been a revision or change in the Zni/tenials, use, andiermanufacture of the product or process. Misuse of this NOA as an endorsement of any product, for �saesradvertis'ml or&ny other purposes shall automatically terminate this NOA. Failure to comply with any section of t1N)A shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number pre eded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion ofthe NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0706.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 12-0228.03 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 Page 1 Aatarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC 1209 - 189 -21 -I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 05/08/2007, with revision B dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shebnerdine, P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420.01- 106 -18, dated 04 /12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted ander NOA # 12- 0228.09" "Submitted under NOA # 07- 0706.05" 3. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9' x 7' Sectional_Steel:Garagej ) oor, prepared by American Test Lab, Inc., Report # ATLNC 0430. 01 -07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on. Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Test Report # HETI- 07 -T707, dated 05/30/2007, signed and sealed by Candido F. Font, P.E. •••• • • •••• • • • C. CALCULATIONS • • • • • • • • • I. : Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed • • •ed:sealed by Thomas L. Shelmerdine, P.E. • •• •• • D:•: •' UAY, ASSURANCE .... '1. •.M ni -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) • F ..".MATEktAL CERTIFICATIONS:: • • • 1. : Test report on Surface Burning Characteristics on the expanded polystyrene UL file # • R1f812. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tom L. Shelmerdine, P.E. E -1 :14/01- t" a rlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0228.03 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 • • ••• •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • .• 13 GA. CIAIR8/110= TOP ATTACf® W(4) 1/4• x 3/4• HO3 � BRACKET r 10 BALL OREL ORE RELIED • • IP • • • • • • • • • • • G) 3 ./3' X 22 GA R TRUSS ATTACHED V/ ® 1/4' R 3/ 663 HEAD DVS PER STLE TYPICAL. TOP FIXTURES NX.& • • • ••• • •Tm•• • • •• *PUPAL DSRASAE ovum • ••• • • ••• • • •• •• • ATTAf9A'D R' RSA STRUT ATTACHED V/ OD 1/4' X 3/4' 66 HEAD _. AT DID AND CENTER STILE R• m DOLL SfffL ROLLER V 3T2EH A AD 6 SHAFTS PER ROLLER JAITX 66 P66 3r INSIDE ELEVATION N.TJi d) 3-1/8' X 3 -1/8. 1860 BA1RR PLATE AT EACH BIERNE@ATE AND OM HINGE 3STA1188) B• 10 >IJi,„, SHAMAGER 1488. DL __ W ATT - a, SCREWS PER ant ION CO_ 14 GA. DURASAFE rt.A77.2iHEX HERZ ATTACHED # . 3.13' 225* R-TRIES ATTACHED 4 3V HEAD SCREWS 1409 IMIRASAFE OIRRIERS ATTACHED TO EtiO HEX HEAD SCREWS / PER 4• TRA183 CBOT s INTO VERTICAL MAP 561.36666 l EMI V/Q) 1/4• x 3/4•I113 NEAR GA CONIERCIAL FIXTURE ATTACHED V/4. 1/4' x3/4' 1673 HEAD SCREWS AT EACH EEO STILE /V W/x W ATTACHED HILT M 0 412T33 TOP SEMI 9 B/•H X BB UA OALV. 8TOO. R- ATTACHED IN SECTION W/66v4'x3/4• i- HEAD SCREWS AT EACH y7ILFBgTV ANN �t ) ( SIXX NISI Y HINGE AND ENDS= CFC-FREE wean TSTTROTE 1 L1 DENSITY MOAN 104.73. •4117 •TYPICAL IIURASAFE END HINGE TYPICAL Burnam BRACKET, N.T.& INTERIOR OF GARAGE MAX. WIDTH WO' to 4-eo TRACK SPLICE OLTLT 00*242T (9- SVB' R- TRUSST IuuuhII! SEE NOTE 2 56 00. 211.V. STEEL 662 STILE AGED VITH OD EA x 1 -1/4' El 1460. 1RWASAFE ROLLER CARRIER ATTAp671 T6 R -TRUSS V /C1/4'N3/4' HEX HEAD SCREWS CAMIArES1624 CONE VERTICAL. JAWS OE OR Or (NO. 2 ) TRACK MOUNTING DETAIL Nay • VA 41 X3/4• HEX HEAD SCREWS LARGE MISSILE IMPACT RESISTANT SPECIFICATIONS AND N0M$ 1. Al THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE 0008. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +258.8 LBS/FT & —303.8 LBS 3. DOOR AND HARDWARE WALL BE DESIGNED. MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (0218) MIN. EXTERIOR SON ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 8. DOORS UPTO 7'O" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8" R—TRUSS PER SECTION AND (1) 2 20GA STRUT ON THE BOTTOM SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E —B BY A DADE COUNTY APPROVED LAB SELECTED AND PAD BY THE MANUFACTURER. EVERY 3 MONTHS. 4 TIMES A YEAR. THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM (OILS AT THE MANUFACTURER PRODUCTION FACIUTIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34.800 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NONCE OF ACCEPTANCE. GrE 3 5/8•21 X 301 60. QALV. STEG. R-T41 2 ATTACKED TO POI SECT= V/ (O 1/4' x 3/4' IRE LEAD SILSEV8 AT EACH B(8 R AND H3(6E AND 560!216.6 66 3.56 GA SIIIUT O SECTION BUT= BRACKET ATTACHED V/ (D) 1/4' x 3/4• HEN HEAD SCREWS FIWEINIFA"R SECTION A —A (SIDE VIEW) N.T.B. EP ®W ROWS DAS 81 A MD ME B 1/10 681 8 WDAI®W MEW BB �pPS L. E Soo Ei i .,956 • 14 itp -t, ... R1RF 0. No 0048679 eM# +57.0 113 ' 03 it; -87.8 PSF S$: AT WISE MI49Le °* . L Q' ' 4* IMPACT 43 tea. .9.1,; 35*.�()l�� rt»rANIE i.S�QtuiRi... I. Bn�iRiu� TSB CARO= 59!67 VINSION- 2.102. ND. ZION WVVA1*R2i6( MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 9000 SHORT, LONG, SLOSH & OAK SWIIMMLT PANELS SIDE DIONI7 INI me MR/I%W mown B 5553557 RA AEI rove tlC-129- 118 -21 —I saut ERE L 28I5IWE P& 18► MMEDM S AEI 1 W 3 • • ••• • • • 4141• •• 0• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 000 • • • • 0041 • 0•• • ••• • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• 13 GA FLAG BRACKET ATTACFED TD V® JAIL V/ (3) 2/10 BD% X 1 -8/0' LAG BOLTS ANT TO TRACK V/ (4) 1/4• -20 x 3/B TRACK SPLICE BOLTS AND NUTS SPLCE TRACKS AT THIS LOCATION W/ (4) 1 4 =20 TRACK SPLICE BOLTS & NUTS SETIM TO JAMB TATH (3) 8/10' DIA. x 1-8/2' LAO BOLTS 1) 8/16° DIA. x 1 -8/0' BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 OA GALV. STEEL JAMB BRACKETS ATTACHED 37/ (1) 1/4' -20 x 8/8" TRACK SPLICE MT & NUT, L SEE (TABLE ED SN PAGE 3 FUR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 8'8° UP TO 14' TALL DOORS WOOD JAMB ATTACHMENT TO STRUCTURE % 6 i JAt6a A CHNFNT TO WOMB FRAME RT7ttta3F WW % SCREWS AVM 6• FR®I EMS sin 16' D.C. O 1/2' EI 4T) ND.77 KWat 804.7 % �'A' STARfD1am6• •FRIDI 23433 THEN 84• D.C. f 1/O EIT331 NO HILT) SLEEVE AN8IDR 3/8' X 2-3/4• STARTING 6' MN ENDS TIEN 16' DEC. tl 1/4• ENDEWEND ITV/RAICET ROHM (TRU -1IIlfl 3/8' X 4• STARTING 6• FROM ENDS THEN 24• oz. @ L2' EMBEDMENT) L4• -1"113neLeMilit ST 6 USE PAIRS BF FASTENERS 3 APART) AT 8' D.C. (1 1/2' 984233321) HILT !/4' % 2-3/4' 3V134 -0034 II+ MEWS STARTING 6' FRI14 ENDS. USE P6203 aF MODEM G4' APART) AT 0' DC. O 1/4• 23432322341) N8-TI SLEEVE A7A:�i 3/0' % • $f4 ARTINB 6' F 4 TEEN 111? DI:. 1/4' ENBEDIENT GTR, USE FASTENERS FOR HOLLOW C-90 SUM 'LAGS AND SILTS CAN BE COUNTERSUNK TO PRIPMDE A FLUSH ACTITOW SURFACE. AREPARATI1R1 aF VI® ANDS BY WHEAT • w I I W MOB D1t: ST A I BO 88EE 8 tn�9 84f D WOA®WRATO at-d sr r..t/j ,�0s. GERISt'q'j.�q�4 MAX SC2€ Op, R. % --� 74 =4L Na 4887 8 ' +87.0 PSF a if1 1 —67.8 PSF 81� t 1s .'. Z LARBE !68&LE `%.(►�•.� Of1��P• ��t DESIGN LOADS RESISTANCE �,S�O�.y.p..��a,� 169 CArA30U2 =NT Vtiat6a -05Wa 66 87107 NNdri1R 'SN MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LANG, PLVSN & OAK 81103M PANELS MI MOW ® EVE 0(JS/W IR= ME B I aeon BR ODE m/ s/2 ItC- 1209- 188 -21-I mos KITS L SGfTIRE PE l& NA TOR STET 2 W • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • ••• • • • • • • • TABLE 1 DOOR HEIGHT • • • • • • • • • ••• • •• • SECTION HEIGHTS ® ©0 ©© s8 ©© ®EBil ® ® Eli ® ®® 18' IE ® ® EL; 18° ®1!EI ® ® ® ® ®® 3c s URN ER 18°® 18° ®® E IP I' iCf '_ i i i EsRIl P 1f 7t r , ®E 18° tail ® 18" ® ® ®1151 Y - ii m 18" F 13'6" 11'6° 10' 6° 9'6" 8'8' 8' 8° • ••• • • • •• • • • • • • • • • • • • • • • T ". LEr2 • • • • •• • • • •• • • • • • * . IRAQ( ATTAHiMENT �B1141D Ell ©v Ell 00©L©© W��ljj .,r h®®©4r 86°©5--NI-__ j� i 3 { S�:'x r�, ,.�., 3,.. T. � .. i,5., -•: � ......J:n. _ ._ �C .).. i::. "ia 1•311 151151Mir 3° 46" UA ee° 1 t k�r . ii y tx,'F 1: ©®©© 46' p 68' 78' ©i• =1/111111111111 ®©© 48° 58' ©78" ©100°as =MI ©®©© 48° b8° © ©er 100° 110° 11MMEN® Effirffitl ©®© 38' 48° 56" 68" 78" 88' 100° 110° 122' ...3m fi...a 1E', r.ti._1,_a INi r[',,: S e,1„6.,1521.fi s ,3 ..... ©® ©© 4 8 ° E ° © ©© 100° ® 122 ®1♦ Era DY1:1::Ril=if:affkL, LA 14" 0 38° 46" 56" 88° 78' 88° 100' 122° 8 76' 9' i r 10' 11' 12' 88° 100' 112" 13' 14' 148' 138' 148' 180" ALL TRACK ATTACHMENT SPACING + / -2" ALLOWED 1BI1H SYP OR SPF NO 2 OR BETTER ONLY OW EMS tF IEWEDNE e 8 MOD IDrCIDS MAX SWF DESIGN LOADS +87.0 PSIr -57.5 Pte' LARGE RISME IMPACT RESONANCE /»r 1 1, COURT -EKG OMB rA„, MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LON . FLUSH & OAK SUMMIT PAN= OLON Of RN ¢OF NNW DINENUESI B emu sr rai IRC -1200- 189 -21-I e MOS L Sin= EL Mk WOWS NV 3 G 3 I 0000 • • 4141•• • .• • • • • • • • • • • • • • • • • • • • • •. •. •• •. • • 410000 •.• • •003 -- 0000 !i4.• • • • • • • •00! 0040 • • • •N! 00 • • 00 •••4 00 • • • • • ••• • • i1 1• . • 414.041 �1r, 0 • • V •4.4.• /I 1 1�— STRUCTURAL SOLUTIONS, P.A.* Project No.: 14-002 Date: 5/2/2014 5921 -G West Friendly Avenue Greensboro, North Carolina 27410 NC Firm #C -1096 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7 -10 Chapter 30 Part 1 for Components & Cladding, based upon the design parameters listed below, using the Load Combinations in Section 2.4.1. Building Address: 117 NW 100 Terr Miami Shores, FL 33150 Garage Door Width: 8 ft Garage Door Height: 7 ft Basic Wind Speed: 175 mph Exposure: C Mean Roof Height: 14 ft Least Overall Horizontal Dimension of Building: 28 ft Distance from left building comer to edge of garage door opening: 1.75 ft Distance from right building comer to edge of garage door opening: 30 ft Roof Slope: any slope Positive Design Pressure = Negative Design Pressure = 35.6 psf -39.9 psf Design Assumptions: The building is considered "Enclosed" as defined in ASCE 7 -10 The Topographic Factor for the building is 1.00. •••• • • • • The building anl,ge rage door measurements shown above were provided to Structural Solutions, P.A. by •••••• othow 'hese Vculattons do not address the structural adequacy of the jambs or other supporting structure. •• These calculatidNnaly determine the Design Wind Pressures for the given garage door size and building • geom t y. EvalugUngthe structural adequacy of the jambs or other supporting structure is not the responsib`lity ofral Solutions, P.A. • • •••• •••• • °This document is only to be used in conjunction with Amarr Garage Doors • STRUCTURAL SOLUTIONS, P.A.* ( *dba Structural Solutions of North Carolina, Inc., Firm #29412) Thomas L. Shelmerdine, PE (Florida PE #0048579) J:\2014 Projects \14-002 Amarr 2013 Retrofit Doors \117 NW 100 Terr Miami Shores_FL 33150 \Garage Door Pressure Calculator 7- 10.xls Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 213037 Permit Number: WS -5 -14 -915 Scheduled Inspection Date: May 27, 2014 Inspector: Rodriguez, Jorge Owner: JONES VAN HOOSEAR, NANCY Job Address: 117 NW 100 Terrace Miami Shores, FL Project: <NONE> Contractor: JULIAO GARAGE DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number 3057573185 Parcel Number 1131010220230 Phone: 305 - 826 -0250 Building Department Comments GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 23, 2014 For Inspections please call: (305)762 -4949 Page 21 of 22