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WS-10-428Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 150133 Permit Number: WS- 3- 10-428 Scheduled Inspection Date: August 01, 2011 Inspector: Bruhn, Norman Owner: COWEN, MYRON Job Address: 351 NE 98 Street Miami Shores, FL Project: <NONE> Contractor: SEARS GARAGE DOOR Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060135630 Phone: (954)938 -4304 Building Department Comments REPLACE WOODEN GARAGE DOOR IWTH METASL GARAGE DOOR AND GARAGE DOOR OPENER Passed C�. Failed Correction Needed Inspector Comments CREATED AS REINSPECTION FOR INSP- 149986. PLEASE CALL 305 - 758 -8382 GLADYS COLLIN NO PLANS NO PERMIT on Site. Struts must be attached to structure. NB Doorbell doesnt work please call: 305 - 758 -8382 ec- Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 29, 2011 For Inspections please call: (305)762 -4949 Page 4 of 30 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fay (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Permit No. Master Permit No. JUL 5 2011 • To000006"000004(10000.0" S1O-4Z OWNER: Name (Fee Simple Titleholder): &13iy9 flt/i�a 6€9 CO0/8-0, %2 S Phone#: b ySi- 0 12.0 Address: 351 /VE % T 97 City: M/2 GM f 5hc3 fGS State: �I z Zip: 3 3 / `' S' Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 3 5-i N£ City: Miami Shores County: Miami Dade Folio/Parcel #: 17— 3Z 0 6 — /3 —5-6 3() Is the Building Historically Designated: Yes NO Zip: 33 / 3 f Flood Zone: I t Phone#: 9 f3J YflO 56)•*PT 6171 Zip: 3 333 G/ Phone#: 951/ VY- 9/go CONTRACTOR: Company Name: Se U /5 6.7 e- D O ©r-5 Address: yss/ Al g 6 d9//e City: / ��u 'trI9/& state: r='/ Qualifier Name: rn e-5 E. / <u,fte ro -(' State Certification or Registration #: C G G f) Z.4/ 6 33 Certificate of Competency #: Contact Phone# 56, f. �/�/� fO /77 Email Address: 6t ai ks�=ev�ii` /lay� AID .Cmdrl DESIGNER: Architect/Engineer ° Phone#: Value of Work for t Type of Work: Descripti d Square/Linear Footage of Work: lion ❑New epair/Replace ❑Demolition *******e** **V*** **********:x**** * ******* pees *** ** x*** ******** * *** s****** *****:s**** ****** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ AO:cIj'AL E NOW DUE $ (5. Do i(s7f CRCA) 1%1 k-Nua ilo.00 WW1 a° 1OS-1- pcuAz :O9_ Bonding Company's Name (if applicable) A/49 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N�� 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 F.I.ECTRICAL 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 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 the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature of wner or Agent The foregoing instrument was acknowledged before me this day od - (y , 20 k L , by g�(i:1. 6-444-- h. t,t4- who is personally known to me or who has produced 1(2-.. `p,' I-- Signature Contractor The foregoing instrument was acknowledged before me this .23 day of JTu l - , 20 // , by i -#ne,5 kuf feo CY who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: APPROVED BY Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Exp. Zoning Clerk BUILDING CODE COMPLIANCE PRODUCT CONTROL DIVISION Miami Shores Village ZONING DEPT JUL 2 t 20 MIAMI DADE COUNTY, FLORIDA SUBJECT TO COMPLIANCE WITH ALL FEDER E' O -DADE FLAGLER BUILDING OFFICE (BCCO) FLAGLER STREET, SUITE 1603 STATE AND COUNTY RULES AND REGl3 t� xRrw FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.sov/bnidint:codc NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors. 165 Carriage Court Winston Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) remove the right to haveth eptQduct or material tested for quality assurance purposes. If this product or material fails to perform it thg accepted tnuter, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend, th, use of such product or material within their jurisdiction. BORA reserves the right to revoke this accapli ee, if it • by Miami -Dade County Product Control Division that this product or material fails to meet tilt* applicable building code. ••••• This product is approved as described herein, and has been designed to comply with the Florida•Btti1 • including the High Velocity Hurricane Zone. • • DESCRIPTION: Models 950/655 1000 & 2000 Steel Sectional Garage Door (9' wide)* • • • APPROVAL DOCUMENT: Drawing No. IRC- 9509 - 180 -21, titled "Model 950 Heritage, Mode= 6 (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets ltbrough 3 of 3, prepared by dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Tomas L. Shehnerdine, P.E., Dade County Product Control Revision stamp with the Notice of Acceptance number and expiation Dade County Product Control Division MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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. .• • LJ MITATIO : This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of : ''j ce. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Da • - ; :spa t- owed laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the menu to this office: a copy of the tested reports with confirmation that the specimen were selected from coils production facilities. And a notarized statement from the manufacturer that only coils with yi 2,000 psi or more shall be used to make door panels for Dade County under this Notice of Ace AD : The NOA number preceded by the words Miami -Dade County, Florida, and followed by the y be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done : A copy of this entire NOA shall be provided to the user by the manuf�+cturer or its distributors and shall for inspection at the job site at the request of the Building Official. revises NOA # 08- 0718.01 and consists of this page 1 and evidence page E -1, as well as approval document above. 'tted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 09-0604.03 Expiration Date: September 4, 2013 Approval Date: July 15, 2009 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS "Submitted under NOA # 08- 0718.01" 1. Drawing No. IRC -9509- 180 -21, titled "Model 950 Heritage, Model 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets lthrough 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 08-0718.01" 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 . • • • • . along with marked -up drawings and installation diagram of 9'x 'P' Mode1950IY •' • • Heritage with Durasafe, 24 ga. Sectional Steel Garage Door, prep by Amery • Test Lab, Inc., Test Report No. ATL 0311.01 -03R, dated 06/22/06, >:i led and sealed . • by David W. Johnson, P.E. •••••• • • • • • • 2. Test report on Tensile Test per ASTM E8, prepared by Metallurgith Inc., Test Report • No. 3DM 297, dated 04 /09/03, signed by Robert Kelly. • • • • • • • 3. Test report on Salt Spray per ASTM B117 of painted G40 galva ,eXioated panels, • prepared by ETC Laboratories, Test Report No. 07- 816 - 20337.0; dated 03/24/08,• • signed by Joseph L. Doldan, P.E. • . • • . C. CALCULATIONS "Submitted under NOA # 08- 071&01" • 1. Wood jamb attachment to structure calculations, prepared by Structural Solutions, P.A., dated 06 /25/08, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance with FBC 2007, issued by Structural Solutions, P.A., dated 04/27/09, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08 -0718.01" 2. Statement letter of code conformance and no financial interest, issued by Structural Solutions, P.A., dated 06/30/08, signed and sealed by Thomas L. Shelmerdine, P.E. G. OTHER 1. Notice of Acceptance No. 08 -0718.01, issued to Amarr Garage Doors approved on 08/28/08 and expiring on 09/04/13. �! 75/4P? arlos M. trera, P.E. Product Control Examiner NOA No 09- 0604.03 Expiration Date: September 4, 2013 Approval Date: July 15, 2009 E -1 13 641 0p�.V.H �CC4>t 1AL AATTTAAt Osgrwx PER DIEVNET MUER EMU ROLLER T A NUT PER BRN4RT 1 • ID101 1111A1300 vim/ (HEAD 3 8411' B.EOATTACHED -1'•64 ATTACHED iAtl1 CENTER SIM AT TYPICAL PIP FIXTURES N.T.B _ PALE B/DR C TMD3I.■--1 •• 24 OA 1M 50813 4 1001 • 0-10 mum= POLYESTER ROSH H STILL ST60MEN CO =ATM 01 1065 142.[2) ON TOP OTCTIO7 OLY HOLES 33* STRUT 13 STRUT -11ff11•111111111•11111MMINI11I►1i1I: Lncnlml-- SLIDE BRACKET ATTAINED WOO v 6/w 13233 SOUS AND t4 GA DBUSAFE A.81STABLE PEELER MOEN 2 8/8• R- 11RO38 VAC V4 X 8/8 1a HEAD 3 DAP O80A. R -TRUSS ATTACFED V/ (9 0/4' 88/0' HEX MEAD SCREWS 33/44 S 11 to PAGE Phi STILE 4PLAACEMENT 8 0' MAX INSIDE ELEVATION ILLS. 14 016 OURASAFE 01) HIM ATTACHED V/ OH 1/4' x 841M HEX MEAD SC EVS CA. co 'Y $ I. STILE STIFFENER/) EL PCI STRUUTT SPACCIRD 8 ATTAINED STILE V/ MI e ATTACKER THEN )HEAAD 8CR6VS AT END AND CENTER 10 BAU. ✓ S S L LINO 87LM RLCt Y SIM SLOE LOCK WADES ONO VERTIC& IOW ON ROTA SIDES D/8' MN MAP LATCH EN LOCK MR ATTACH 0/fb TAP x 2/0101 MAD SCREW TYPICAL N.Y ➢URA UM. OD OA T4HLV. NOEL END 370.E BY AVM ATTACHED WITH 28) 1634. 11 we CENTER STOWS T00-ID -l3AT D6 1IP AND _ AITACH30 VON HD 8(�O1LT pg{�� =MN R/9. 801701 RTIOTt \ PPA'ftO1Lt4i 8/14' x0)l /T I.10 .NANO DtME1 R Rq� q114 MO 6CF PER COM 10111 00,01111 JA40 JAMB UMW' TRAC1(M NTTN DETAI 8 memo W) VIM TD MACHO) 0/ (4) 114' • 8/O' 1131 )LAD DORM DA CORNITETAL V V*4'Ex ME OMEN 1410 DL MIMED WTI PER SECTION E r N.T.8. (CT. IIV111 M- QN MAO MOTET AMOCO TO V ® .W® V/ al 8418 DIA X MAY LAO 80.TS MD TO TfpCt Vi AO 114.-80 A 5/8 MCA SPLICE MELTS AN8 NUTS MUM AT THIS LACA11C/ 3/341 1/4' -10 TRACK BOLTS A WRJTB . •AB LAG IOW TN z 1- CA. 8/0' (1) Mr CA. z 1 -8/M iA0 O0.T ATTACHED TO .LOIN AT TA JAM BRACMET 3 WEN X80 DA tl 8/0' 14-1141818 OW, 2768. A -TRUSS ATTACHED V/ (4) 114' • 6/8' )0( MAD SCREW AT EACH 636 BEAD 1 VE AT EACH ATM 1111[ B0TIO RPAtAn IDTTmI SCAL 3° DOTTED CIAO= 14 OA ATTACMD 0/13) 1/4' X 8/8' W SUM A TYPICAL BOTTOM BFACXET PoTS 0E00 JAMB ATTACHMENT TO STRUCTURE 12 M. OAL14 STEEL MAT ATTACHED N/ f 1/4 -00 z 8/0' TRACY 10410E T • NUT OMB 3) ON PAN 8 AHD BRACKET PACING Pactimoriameso TRACT CONIICI24.202I FOR 8'8' VP 10 14' TAIL DODRS • •0L10ePYRid2 F *UUIJCT 6VISEI3 �4 x. 10 THEM*Plm)i)� ADmp 11b ' ' Y Arx,yxmw bb 0$.00443 dir74/! 8/18' X r LAO SCREW STARING 6 FROM DNS THEN 24' 0.5 (1 1/2' I 087(1') 2_X N IED:A .01x8 LTH�YRYT 19 11XIA PHN Cta wen) 19.11 MIA 80.3 3/8" 11 4Tesi'Wt141214t7�►I Mr mow 0 /2' E )DLL NOON 3/8' 3 2 -3 /4' WARM) 88 F1Ail ANS 1•84 04 (1 1/4' BFDNEAD (T@•BD.1) 3261,2 ob •67A8t*m88' go ( wow oz. (2 1/Y • EMNCAIF41) • • • • • • • • • •• ••• • • • •• 2 X A VEA116A1. am ATT�GGNT TO O-AO erg NO,11 NSW ABM 3/6' X 2 -3/4' NAM 6' MIDI ENDS MN ON 0.0. (1 1/4' ror TAPOBN 1/4' X 2 -3/4' OTARO3 M FROM END8. USE PA= OF FASTOIER3 (S A ID ,T l4. fl(1 1/4' orttowil • • • • sus • AM71a 53 *ow C8 T: NID • 31.8114 110010101110011£ • SWAN Nam Dm DWAINE 2-20. r LOAD W1 it 1ypT 9E j*30N 1 PK MO. • • ••• • ••• • 1 ri Dy M...i lA EY OF WE 1 AAR/�I TOWNS Nm0.49&4s=as- al MAX DIE x 14 DENO LOADS +51.1 MD -60.3 PM' LARtZ NOSE IMPACT RE0STANCE lO COME COURT VD1TC44M3. MC, RAW VWAWARERA 40800. 860 norm (24 641) 10,4Qp)8p,,000 exam au OAS SIUSIDIS4 3E . 1a6. 682188, A BEAD) PAN= SE 08418 BT DJ 088 18j i S= 8 69. u( us aims IRC -9509- 180-21 INSEIN MO 1. MOM PE IN NL 8W 1 0' 1® ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1 iT HEIGHT • T! . PA G (B T. • •N RECOMMENM D SECTION CONFIGURATION) TOP #2 21" #3 21" #4 21" #5 21" E F G H 21" r�' I �Ayy� LI 7IINAJi mB�yC� 13' .Q.:..[ �Dy �-:'� ® ®I1 18"::21" T 5 1/2" 16" 37" 58" 18" 18" 18" 18" 76 1/2" AII LEARAI 2,,0".,'I LAI A`diLT,Li'ii___ 3" I 27" 38" 82:1 8' 5 1/2" 16" 34" 52" 70" 18" 18" 21" 88 1/2" RUA ��gg;��9'��pI�J.�frL��. 1112 RNi 10' Mil �iiI T'AliC:�1NY:ii•isR.4CitaI lizii »09�L:liffil LAI' 46 . lJ 10'6" 21" EillIEERIEB11111311112EW 21" MillEilE1111241115111LITA 21" L'llifail ita ;.L}�1L�gri-�,,g 16" 37" L: A��67,--;�"{ 58" 78" 85" 9'6" -�1,�0,�0�1��y 94° I�Il�Nbw: Kaki 18" 18" 56" 68" 18" = TO "'` I � �ialai X18" 11' 5 1/2" 16" 34" 52" 70" (ice 105" 124 1/2" 1fiJi1II11II 86" ® ®MIMI 9' 30.1 12' I3k 16" 37" 58" 79" 100" 118" 136 1/2" 128" LifilaratZil 100" UtliElliMilliZiEtii IIIEMIL1k ILL 58" tailMlikl 130" 148 1/2" 13'.6" .51/2" 16":x$.5$" 27" 38" 78". =E' :118" illUIEJZINQ 88" 14' 5 1/2" 18" 37" 58° 79" 100" 121" 142" 160 1/2" TABLE 3 TABLE 2 DOOR HEIGHT IIIMIIIEBIEENCillalifEarlil 13' 6" SECTION HEIGHTS Btm 21" #2 21" #3 21" #4 21" #5 21" #8 18" #7 #8 21" I 18" 21" 13' .Q.:..[ MN S 18"::21" 3" 27":313" 12'6" 21" 18" 18" 18" 18" 18" 18" 21" 2,,0".,'I I 7' 3" I 27" 38" 46" 56" 11'6" 21" 21' 21 "7y�1�i8"y 18" 18" 21" • :te'... r" 7 8" x,.14 »09�L:liffil 27". 46 . lJ 10'6" 21" EillIEERIEB11111311112EW 21" MillEilE1111241115111LITA 21" 21" 18" 21" MIMI 18" 21" 18" 18" 21" 18" 21" 21" 21" 10%'0" 9'6" 8' " ' 8' 8" Mall 7 on Eillaleillilalliirldniii 18" 18" 18" 56" 68" 18" = TO "'` I � �ialai X18" 8' 6" 21" 18" 18" 21" DOOR HEIGHT TRACK ATTACHMENT SPLICE A B C D E F G H I J K L MN S 6"-8 ", .. 3" 27":313" 46" IIIIIIIIIIIII . 70" 7' 3" 14" 27" 38" 46" 56" 66" 76" 7 8" x,.14 ". 27". 46 . ;E M 1111111111111 8' 3" 14" 27" 38" 46" 56" 68" 78" 88° {i1551 lai 68`1 Ed 86" ® ®MIMI 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" "'° 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 112" IMIHEINNIFIALAICAMMICilLilLaiLTAIEIMINIIIKEI 11' 14" 27" 38" 46" 68"" 7�8 "" 100" 111�0� "p�T� M�; IBLIFILV mi 9 �3"" I X566"" L i Lail i l �p88" �:L.i� M'' !I • 38:i��® 12' IlliralLiiilittlailLitlilLALEALUALAMEZEMEMINVIEMilli 13' 3" 3" 14" 14" 27" 27" 38" 38" 46" 46" 56" 58" 68" 6;8 " 78" 78" 88" 88�"-M 100" 100" 110" 122" 122" . 148". IIEELAILA 14' 3 " ES 14" I1-5Ra 27" 3 8 " Cal i }2 i 4.6" 58" 68" 78" 88" 100" 114" 122" k • 60" • • • •• INTERIOR OF GARAGE MAX. 5113111 9.O" ---- - --1111 DESIGN LOADS +230.0 L85/FT SEE NOTE 2 ® -271.4 LBS/FT SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE �ONTAL J� 05 HEADER NO THE O VERTICAL E LOAD TRANSFERRED FROM THE DOOR. 2. 2401 VERTICAL JAMBS RECBM MAXIMUM DESIGN LOADS on +230.0 LBS/FT & -271.4 LBS/FT 3. 0008 AND HARDWARE N L BE DESSAED, MANUFACTURED AND INSTALLED 18TH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 OA. (,024 ANC. EXTERIOR SON ROLLED FORMED. 0-40 GALVANIZATION W/ EN= ON POLYESTER FINISH 5. 511E (DOORS 8 UPTO R 0' HIGH PER ST OF (4) SECTIONS AS SHOW 1) 8. ODORS OVER (4) SEC110215 REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE MOONED BY A REOISTRED PROFESSONN. ENGINEER FOR WAND LOADS DEDICATED ON THIS DRAMS EN ADDITION TO OTHER LOADINGS. ®8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE NTH THE PROCEDURES DESCRIBED IN AVM E330 -02, ASCE 7 -05, AND FLA. BUILONNG CODE PROTOCALS TAS 201, 202, 203. 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTNG OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE A MINIMUM OF 2 0ECIMENS SHALL BE CUT FROM 24021 OOIL AND TENSILE TESTED ACCORDING TO ASTM 2 -8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALT. MAIL TO THIS OFFICE A COPY OF THE TEST REPORTS WRH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MATOFACTJRER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR CADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. mower awn) osove43 v`ri9iFlael. tiMISmgcode Aim la M?i - %� 9 £• rx BY • • ••• • •••• • • • .. fitCOOOTREVISED OrWarithibeEkelits ••• • • • • • • •• • •• • ••• • 29, 6 IWE 117 1r A TDAORGWEL 2&EPAA1ID 81-12-is NU MAX SZF W 14 DESIGN LOADS +51.1 PSF -80.3 P0F LAS MISI1E DANCE 1N ORM OW *0625 -8ALX11, NC• BM MW.N•R.f•l MODEL 980 131822408 (H4 GO) 1001, 2000 emu 858 OAS SAIitKEE DU GA) MO, 5000 820112, ION% MISR, AND HEAD 11,9 SL MiSIN DU 041E SPA CN1*6NDBI 8 NOES Mt art 03p4/33 IRC- 9509 - 180-21 1 L SEMENE PE IS. N.52022 W EI 2 IF 1e) ••• • • • • • • • • • •• • ••• • • • • • • ••• • • • • • • • • • • • • • • •• •• TABLE 4 Section Width p(5)�)��qq�� Pahl Type q�T ��� Center 8810 Location assured from left E.. let On) 2st On) 3rd ��,..��(�IIn�[) ap r,n IIIILIMMIlte.Unl WEIIIIMMEIIM311 WEI Bead INEMIll 49.000 73.600 48.000 72.876 25.000 50.000 75.000 INGEMILMIIIIINEMISINEILAIIIE 25.826 25.500 IIIEFAIIIILMEIN 51.000 78.500 WMilrllM LB7e7ad 51.000 75.875 WU NM 8'.10.E,yNNMi 8' 10T' W ; I , :9.000 'i Bead 28.500 :2.000 Mibtaiii ,,;cii . .000 79.500 NM Bead MEM 53.000 Ilaiall tit •.,E 27.000 54.000 81.000 1112211111:31111 27.825 54.000 • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• ,Mmer1 I1th Rah a .o9Mi NWO — a Amaglimws 07 M 2 MONO BrB2908 UT BY A AM= I0 MUM .313.®•881® (6-12-(6 95/ MAX 92F 035181 LOADS +51.1 P87 —80.3 PSf PACT IM RESISTANCE r 74/ma UM CAN= dun 641451 •1 -t80*. NA IAA vHV.rUtlA= 80180. 980 8522085 694, 63 1000, 2500 ••• ••• • ••• • • ®110055. S 80078,,P (( PLUMANDHIMD)PAWNS • • • • • • • • 98 =Ft ad 51R 06/@/0.1 dDBK 119112 • • • • • • • • • • • • • • 8 06&B8Y ME 8! WNW IRC-95O9- 080 -21 • • • • • • • • • • • • • • 912013 i86BM L 9A061WE PE 06 Se 02398 96lT 3 ff 30 • • ••• • ••• • ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Q \7 Miami Shores Village 14AR tlO@''{�9 ill) Building Department BY: =- f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No.W,St 0 °—L1 Master Permit No. Permit Type (circle): Building /i Roofing Owner's Name (Fee Simple Titleholder) a (/ `I 5 eeti-tos-f.1 Phone # 306-768 P 382" Owner's Address 35( ,ih 96 cr. City/4464+4(r Shams State Fl . Zip 3 %37„� t� Tenant/Lessee Name /O%1- Phone # Job Address (where the work is being done) 3. t AO 99 City Miami Shores Village County Miami -Dade Zip 35/ 3 FOLIO / PARCEL # Is Building Historically Designated YES NO k Contractor's Company Name s �Q E ) Phone # 96 g38 ((304( Contractor's Address Vs57 duty 6 4-4k - City 0,4ecc•1rb Iii • State .Zip 3333 tf t� Qualifier Name %�y Aes G. rte, .p j %� Phone # g.9('�J 3t [ 3o y State Certificate or Registration No. (1C C. 04?-(14-(9 3 3 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # 4 .° Value of Work For this Permit $ ��, Square / Linear Footage Of Work: i7 S'6 9e. Type of Work: DAddition DAlteration ❑New Repair/Replace ❑ Demolition Describe Work: n • • -Nate Gtl i 44A -GE -� - W 1 + it( CSC. tD4th$t~ bea-acd ` 0,44.4dy c &- . * *** * * *** * * *,r, *** ***** **,a ****** Fees***** * **** ** *, r, ro* *** *,,,s*** *,�,�*** *,�*** ****** Submittal Fee $ �" Permit Fee $ //0 etri CCF $ I' oG V CO /CC Notary $ Training/Education Fee $ 0 4 Technology Fee $ I'COO Scanning $� ' 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ (dig* 21D See Reverse side -+ Structural Review. $ 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 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 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 5An26 er or Agent C -� Contractor The foregoing instrument was acknowledged befor e this 24 The fore oing instrument was acknowledged before me this0280 day ofd, 20 10, by day of , - ._ , 20 j, by J (ci tK A$" , I �J who is personally known to me or who has produced [� who is rsonally . o to me or who has produced as identification and who did take an oath. (Lev% exCa' 1)(-- As identification and who did take an oath. NOTARY PUB L woo almaStisloNePNOIj £9 wen (LO') • 4 Z'Zl ;y{y- PS3ZIIdX3 _ 461 Y ;GO SI1/1W00 Sign: _ . 0 .T� . 0 _S312IVH0 ' ;;; ; ; ;; Print: My Commission Expires: NOTARY Sign: • CHARLES EDWARD BARWICK COMA SION # DD951794 January 12, 2014 Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning DBPR - KU'1"1r;ROFF, JAMES EDWARD; Doing Business As: SEARS GARAGE DO... Page 1 of 1 Licensee Details Licensee Information Name: Main Address: County: License Mailing: LicenseLocation: License Information License Type: Rank: License Number: Status: Licensure Date: Expires: KUTTEROFF, JAMES EDWARD (Primary Name) SEARS GARAGE DOOR (DBA Name) 3212 NE 5TH COURT #1 POMPANO BEACH Florida 33062 BROWARD Certified General Contractor Cert General CGCO24633 Current,Active 03/03/1983 08/31/2010 Special Qualifications Qualification Effective Construction Business 12/18/2008 Fingerprint (Construction Industry Licensing 10/23/2008 Board) View Related License Information View License Complaint 3:35:34 PM 3/16/2010 1 Terms of Use 1 1 Privacy Statement 1 https:// www. myfloridalicense .com/LicenseDetail. asp ?SID= &id= F69C99850E608AE612B... 3/16/2010 .. °® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD PRODUCER American Trust Insurance 10300 Sunset Drive, Ste 427 Miami, FL 33173 Phone (305)270 -2220 Fax (305)270 -2496 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Three Brothers Construction d/b /a Sears Garage Doors 4551 NE 6 Avenue Oakland Park, FL 33334- (954) 938 -4304 INSURER A: Cypress Property & Casualty Ins Co INSURER B: North American Specialty Ins CO INSURER C: Ir INSURER D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD1 tNSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE 1MMIDDIYYI POUCY EXPIRATION DATE IMMIDD/YYI LIMITS A • GENERAL 0 COMMERCIAL • III • LIAWUTY GENERAL LIABILITY CLAIMS MADE n OCCUR GFL- 1003211 10/28/09 10/28/10 EACH OCCURRENCE 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurence) 100,000 MED EXP (Any one person) 5,000 PERSONAL & ADV INJURY 1,000,000 GENERAL AGGREGATE 2,000,000 • GEN'L • PRODUCTS - COMP /OP AGG 2,000,000 AGGREGATE UMIT APPLIES PER: POLICY • PROJECT • LOC B • AUTOMOBILE • • U • • • n UABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) • GARAGE LIABILITY • ANY AUTO • AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG • EXCESSIUMBRELLA UABIUTY ❑ OCCUR • CLAIMS MADE • DEDUCTIBLE • RETENTION $ EACH OCCURRENCE AGGREGATE B EMPLOYERS' LIABILITY NAND ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? Myes, describe under SPECIAL PROVISIONS below 29 -1492 10/22/09 10/22/10 - TORY I IIMTITS ❑ ERH E.L. EACH ACCIDENT 100,000 E.L DISEASE - EA EMPLOYEE 100,000 EL DISEASE - POUCY LIMIT 500,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ERTIFICATE HOLDER CANCELLATION ACORD 25 (2001/08) OF © ACORD CORPORATION 1988 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Ir ACORD 25 (2001/08) OF © ACORD CORPORATION 1988 BUSINESS TAX RECEIPT CITY OF OAKLAND PARK 2009 -2010 MAILING ADDRESS THREE BROTHERS CONSTRUCTION CO DBA SEARS GARAGE DOOR 4551 NE 6 AVE OAKLAND PARK, FL 33334 NAME AND LOCATION OF LICENSEE THREE BROTHERS CONSTRUCTION CO DBA SEARS GARAGE DOOR 4551NE6AYE OAKLAND J, ,'1'L 33334 ISSUED DATE: November 04, 2009 LICENSE NUMBER ORIGINAL NUMBER LICENSE EXPIRES 2010003759 2009004140 9130/2010: THE PERSON OR FIRM NAMED ABOVE IS HEREBY LICENSED TO ENGAGE IN THE BUSINESS PROFESSION OR OCCUPATION LISTED BELOW IN THE CITY OF OAKLAND PARK FLORIDA. BUSINESS CODE BUSINESS DESCRIPTION RESTRICTIONS 06400 CONSTRUCTION - GARAGE DOORS NO OUTSIXE STORAGE LICENSE MUST BE CONSPICUOUSLY POSTED AT THE PLACE OF BUSINESS SHOWN AC# 4581186 STATE OF FLORIDA ' DEPARTMENT g BUSINESS RLC p N REGULATION NDANRYIENSI BOARD SEwLO9d91101.731 DATE BATCH NUMBER LICENSE NBR Q9' l Oa 9 . Q9a0'3$ 6 B 4981 The BUSINESS ORGANIZATION Named below IS QUALIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2011 (THIS IS NOT A LICENSE TO PERFORM WORK. THIS ALLOWS THE COMPANY TO DO BUSINESS ONLY IF IT HAS A QUALIFIER.) THREE BROTHERS CONSTRUCTION CO SEARS GARAGE DOOR 5100 NE 12TH AVE UNIT B FORT LAUDERDALE FL 33334 CHARLIE CRIST CHARLES W. DRAGO GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW • • • • • •• •• • ••• • • • •••• • • • • • •• • • • • ••• • •• • • • • • • • • • • •• •• • • •••• • • • • • •••• • • • •• •• • • • • • • • IN • • • •• • • • • • tA 'l6201 k BYo_... 1 1 Mam SUBJECT 10 COMPLIANCE WITH ALL FEDE STATE AND C UN iY riULES AND REGULATI • • • • • • • • • • • • • •• a•al _y a • r e SIG •;_S_ I' : 2007 FLORIDA BUILDING CODE (ASCE 7-05) TIATIP. era wr eTrT.n &m4 146 MPH 3- SECOND GUST WIND SPEED, EXPOSURE C Wen Design filmset* Man Door Door Roof Door Doer Red Walth.Heiah1 Holtht Pos1001 Nsastt Width Height H 00 e 7 +41,3 -51.9 0 8 9 7 16 +41.0 -61.2 -9-M) 16 18 7 + 39.2 .47.7 16 9 :4C •':4e . 11 • .74-17 +38.3 -47.0 16 a 8 , 7 + 41.0 429 8 8 9 7 t8 +41.4 ' -51.0 0 0 16 16 ' 7 + 39.7 48.2 19 B 18 7 +39.3 -47.5 19 B 8 7 _ +42.3 -63.1 9 7 1T +41.9 42.4 17 16 7 +40.1 -48,8 19 7 +39.8 -48.1 9 7 + 42.6 -537 -9 7 18 +42.4 '83.0 18 18 . 7 + 40.6 -49.4 10 T +40.2 -48. 8 7 +43.3 -84.3 8 8 9 T7 19 +42,9 -53.9 10 19 +41.1 -19.9 18 r`7 40. 499.2 B 7 + 43.7 -54.9 4.9 0 0 + 9 20 6 9 16 16 e 8 6 e benign Ptersure Positive 101! +404 •61,1 + 406 -6d.4 +38.6 -46.0 +38.5 -48.2 +41.4 -61.7 +41.0 40.9 + 39.3 7.4 + 38.9 .7 +41.9 -52.3 +41.5 -61.6 + 39.7 -48.0 +39.4 .47.3 0 6 9 0 19 8 10 9-•, +42.4 40.9 +42.0 •52.1 + 40.2 -48.5 +39.8 -47.8 9 9 19 8 15 8 +42.8 -53.6 +42.5 42. + 40.9 49.1 + 413.3 :.3 +43.3 44.1 9 . 43 4 44 2 9 +42 9 43,3 16 , 7 +41.5 50 6 16 8 +41.1 -49,9 1� 8 7 18 8 +4.7 .48B 8 7 8 9 +43,7 -54.6 9 7 21 + 43.0 •54.7 9 B 21 + 43.3 .63.8 16 7 +41.9 -843.9 18 8 +41.6 -511.1 iB 7 +41.6 -512.2 , 13 8 ' +41.1 -4%3 _8,_,___. +44.6 -66.9 ,1 6 8 +44.1 -65.0 +40.1 -69.1 9 0 +43.7 -54.3 19' 7 +423 .51.4 71-r--r-, +41.8 .60.5 7 + 41.9 460.9 - 18 8 + 41.4 49.7 _ ,�____�� 7� +44.9 45.4 8 8 +44.6 -65.6 +44.6 -65.9 9 8 +44,1 -54.7 16 7 +429 41.16 Zi _ 0 +42.2 -51.0 18 7 +43.2 -51.1 r13 12 +41.8_ -60.2 8 7 +45.3 466.9 6 8 _ + 44.9 - -5013 9 7 • 27-4-1.1 1 9 8 +44 9 -15.2 1 • • • 16 7- +43.0 -02.3 18 8 442.8 .91.4 • • • 19 7 +42.6 41.6 :Tr `�8 + 42.2 491.6 9 _ e .-I ' +45 T .57,4 B e + 45.2 .60.5 • +45.3 9.6 9 0 +44.9 ..7 • • 16 1 +43.4 .62.7 B _ + 42.9 -61.8 •1 • +43.0 41.9 18 8 442.6 -61.1 Notes - mews - • • 35 • )esigis •ire styes calculated using calculation procedures listed in ASCE 7-05. 2) Pre ,lres• = the entire door's width to be in the end zone (zone 5) of he buildiaa. • ;3) • Caiculsre . �, on enclosed building, any roof slope. .1) '�>aporga�ng; •ittctor 1,00, residential application. • •St • Fur ttnjrggf heights less than 15'. use 15' assures, 6) • Most garage door openings will not be located completely in zone 5. Therefore individual • • • • calculations will result in lower pressures, • •Zl. Table to only be used in conlunction with Amarr Garage Doors, + 41.1 y -49.7 + 44.1 .56.4 •••• GARAGE DOORS fQ$ PO Box 288 • Winston- Salem, North Carolina 27102 -0288 168 Carriage Court. Winston- Salem, North Carolina 27105 Phone (336) 744 -5100 • Fax (336) 744 -5815 www.amen.com Xdd 13C213Sd1 dH Wd6S:9 0103 ED JeW BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors. 165 Carriage Court Winston - Salem, N.C. 27105 1p-mr73 plipm MAR 2b FAO MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 375 -2908 www.miamidade.nov/buildivacode SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Model 950 Heritage 1000, 2000 Short, Long and Flush Panel. APPROVAL DOCUMENT: Drawing No. IRC- 9509 - 189 -21 I, Sheets 1 through 2 of 2, titled "Model 950 Heritage 1000, 2000 Short Panel, Long Panel, and Flush Panel ", dated 04/09/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. Bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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 the user by the manufacturer or its distributors and shall be available for inspection at%Jlejpp sjte at the request of the Building Official. This NOA and consists of this page 1, eviddnde pate $ 1. s well as approval document mentioned above. • " • • "' • The submitted documentation was reviewed by Carlos M. Utrera, P.E. . • • • • .. .. • • • ... • • • • • • • • • • • • • • • • • • • ▪ • • ... • ... • o7 ... • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • • IS .. • • • .. .. 0041 • • • 000 • • NOA No: 07- 0619.02 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 Page 1 Amarr Garage Doors. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. IRC -9509- 189 -21 -I, Sheets 1 through 2 of 2, titled "Model 950 Heritage 1000, 2000 Short Panel, Long Panel, and Flush Panel ", dated 04 /09/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, PE. B. TESTS: 1. 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 Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0326.01 -07, dated 05/08/07, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subject to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by ETC Laboratories, Report # ETC -03 - 816 - 13287.1, dated 07/15/03, signed and sealed by Joseph L. Doldan, P.E. C. CALCULATIONS: 1. Calculations prepared by Structural Solutions, P.A., Project 07 -019, dated 04/18/07, signed and sealed by Thomas L. Shelmerdine, P.E. D. STATEMENTS: 1. Code compliance and no financial interest letter issued by Structural Solutions, PA., dated 06/06/07, signed and sealed by T. L. Shelmerdine, P.E. 2. Notice of Acceptance request letter issued by Amarr Garage Doors, dated 06/11/07, signed by Danny Joyner, Applications Engineering Manager. E. MATERIAL CERTIFICATION: 1. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI -07 -T682, dated 04 /19/07, signed and seale¢4 by.CaDdido F. 1 F. Font, P.E. • ........ .. ... .. • .... ... • ... • . • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • • • • • • ... • ... • E -1 ... • • • • ... • • • • • • • • • • • ... • • • • • • • • • • • • • .. • • • .. • ... • • • ... • bit 3/07 Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 0619.02 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 • • • •• •••• • • ••• • • • •••• • • • •••• • • 13 GA &LW. COMMERCIAL TOP ROLLER BMW ATTACHED VKO 1/4' t 3/4' 1EX LEAD SCREWS PER BRACKET (D 3 5/8' X 22 GA R TRIES AITACIED V/ 12) 1/4' X 3/4' HEX READ SCREWS PER STILE • • • TYPICAL TOP FACTURES N.TS _ SEE (TABLE 10 ON PAGE 2 FEN REC@2EIDED SECTDN COTIORATIC( 2' 18 BALL Sim ROLLER V/9' ST21I AND (D 7/16' T RETAINER USED FOR THREADED FASTENERS 3 S/8' EWA. R -TRUSS ATTACHED 11/ ON 1/4' 3/4' RED HEAD =REVS AT EA01 CENTER STILE 14GA =ASATE CENTER 11916E A1TADEO 11/ CO 0/4' N 3/4' HEX IF-AD SCREWS 2. 10 BALL STEEL ROLLER 1.1/9' STER AND 0) RETAINER USED FOR MIMED SHAFTS PER RIMER TYPICAL DURASAFE CENTER HINGED N.T.S. • •• • • • •• • •• 5/16' = 1 LV8' LAG SCREW O) PER .1412 !RACKET 3 3/4' NDl INSIDE ELEVATION N.T.S. (33 20 GA CENTER STILES ATTACHED WITH ® RfSEAL TOG-L-1.13 TIE TOP 03 BY pST/WDt) 8011181 RAIL AND ADHESIVE TO DIM= FACE O) 1/4-22 t S//TRACK SPLICE DOLT AD NUT PER JA18 BRACKET 5/811X22 GA l 0 ALY. ST01EEL *8 TR1 0 0/8' R -TRUSS 1RAO(1M0 TRACK MOUNTING DETAIL N.T.B. 3 9/8' 22GA R -TRUSS ATTACHED V/ (41 1 /4' x 9/6' HEX HEAD SCREWS 14 GA DURASAFE END 4441.8E ATTACHED V/ 032/4' = 5/8' HEX HEAD SCREWS 14GA DURASAFE ROLLER CAREERS TO DD STILE W/ HEX HEAD SCREWS es GA 811 EXTERIOR SKIN 43 GA C18BEOCIAL / 0-40 GALVANIZATION ADD 1/4' F8 18' 1 VVA4T BAKED W POLYESTER MAXI AT EACH DID EXRE ADJUSTABLE SLIDE BRACKET *11818ER V/@) 1/4' t 1/2' 53.T A B KITS ATTACHED (3) 1/4' = 9/6' PER CARRIER SLIDE LOCK ENGAGES 1470 VERTICAL TRACK ON BOTH SIDES 5/8. MIN ENGAGEMENT COOTRIUN8 TO SFBC 3603 -2. (SWAP LATCH. OR LOCK BR OPTIONAL) ATTACH V /(2) 1 /4' _ 3/4'121 MEAD SCREWS TYPICAL DURASAFE END HINGE 8.tS. 2' 203. 516111 ATTACHED V/ (2) f/4' X 5/8' HEX HEAD SCPEVS AT END 8141 CENTER STILE 2' 13 BALL STEEL ROLLER Wry' STEN AND 0) RETAINER USED F21 THREADED SHAFTS PER ROLLER 22 GA GALV. STEEL END STILE ATTACHED V1111 (7) 323-L -6./3 TO =RS S10N AND (2) � R SAT TIE TOP MID 20 GA GALV. STEEH. UNIVERSAL EHD STILE *11400 WITH ® RIVETS OR TOG-L -LOG 10 DmO SKIN AT TOP NO BOT104 CONT. VERTICAL 0318 31• 121101 PPE Dm X OR DETER) 297121 B)ALXET 14 GA ATTACHED V /CD L4' X 9/8' NE7I HEAD SEWS WITH A 13 GA BRACKET SLIDER TYPICAL 82TTOH BRACKETO .�;y a: 7.•:NVecs61T0 • ):e Pa• LA741 • NOD JAMB ATTACHMENT TO STRUCTURE. X/)8' X 3' LAO 344282 31a713a 0' 118• NOS DEN 14' DO (1 1/4' 02[3011) 1341 8091 BOLL 3/S X 4' 00330 S FM DWG 1131 3C as (X IX DRIB 1017) 16B ME.19 MOM 3/T• 1 2-3 /t 303440 0' FROM DOS G EN 2ff Oa (1 1/4' AWRAIRET RDIEAD (128 -207) 3/S X r 30400 0' IRON *8 WI 21' as (3 X189 10O61�8O 821(111GE�O wvem 3/C2-3/e 37ARU0 C *8 VMS 220 73' as (1 I/O' A1/RAII,SdT TA IN 7/4' 8 2-3/4' 816000 C 180( DEA 1118 PAM O FA31G810 (3' *DAM) AT 1P lac (1 1/0 31011) '1.11 AI. 0013 aY1 R OOMa9N0 TO 22002 A 21191 MINIM 00/.2 T3PARAOR d ROAD JA1tS BY eu9Mg '10•W ANCOR ENE MO= 2- T3' SECTION 3 9/814 X 22 G0. V. STEEL R-TRUSS * ATTACILT TN CENTER OF SECTIBN V/ 01 1/4' N 3/4' 1EX FEAR SCREWS AT EACH STILE END KINK 14 GA 3 5/814 X 22 GA GALV. STEEL 6- 72218 ATTACHED CO PER 1E3131 1/ 13) 1/4' = 3/4' HEX HEAD SCREWS AT EACH END S11LE AND (3) AT UNIVERSAL DOUBLE END STILE AND 08 AT EACH CENTER STILE m2.20 GA STRUT ON BITI31 X207131 BUTTON BRACKET .7750241 V/ CO 1/4' = 3/4' ICI KNEAD SCREWS V/ C01T� SECTION A —A [SIDE VIEWI N.T.S. BET 120 �4* O A A ®102820 3 Nit 2 MAX SIZE 9 X 14' DESIGN LOADS +57.0 PSF —87.0 PSF LARGE LOSS LE IMPACT RESISTANCE 1N 1 8 8186 87 2 6(6? vmeTraa-an M NG 8701 WNaAXARRrAN MODEL 950 HERITAGE 1000. 2000 Short Panel, long Panel, and Plush Panel 9D: ORM R 98 5922 OOP Mr NOD B 01202 E7 a0 ant fop ETC -9509- 189 -21 -I DOER NOM SUEDE PEIGb 0141571 HET 1 IF 2 • • • • • ••• • • •• • • •••• • •••• • • • •••• • • • • • • • • • SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED 70 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 DOOR. 2. 2SAC LBS/FT L JABS RECEIVES MAXIMUM MAXIMUM DESIGN LOADS OF: 1 DOOR AND HARDWARE VAL BE DESIGNED, MANUFACTURED AND INSTALLED W11H STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA (.022) MIN. EXTERIOR SKIN ROLLED FORMED. C-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS 5)10814. USE (1) 3 5/8' R -TRUSS PER SECTION AND (1) 2' 20 GA STRUT ON BOTTOM SECTION B. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN AMMON TO OTHER LOADINGS. fl THE METHOD OF TESTING WAS IN SUBSTANIIAL CONFORMANCE WITH THE ES DESCRIBED IN ASTM E330 -02, ASCE 7 -02, AND • 1R C.PDE PROTOCALS TAS 201. 202, 203 WIND LOAD DESIGN 9. THIS tP11(1)VAL RE0UII�•DSyR1E MIrNFACTURER TO DO TESTING OF ALL COLS USED W T Ip A SPECIMENS SHALL O BE CUT FROM EACH COIL AND TENSILE s. a. .«. G 70 ASTV E -B BY IN DADE COUNTY APPROVED LAB a 7aa..�AND BY rd. MAINIFACMJRER. EVERY 3 MONTHS. 4 11MES A ARTS WITH GONFIRMATIOHAT THE0SPECIMENS WERE SELECTED FROM CODS T ACTURER•F 0DIC8ION FACILITIES. AND A NOTARIZED STA • THE MAMWACTUDIER THAT ONLY COOS WITH YIELD STRENGTH OF P31.0 MORE S A10401sUilED TO MAKE DOOR PANELS FOR DADE THIS NOTICE OF ACCEPTANCE. •• • •••• • • • • • • •• •••• I3 GA FLAG BRACKET ATZTEA V® AND V/ CD 3/16 MR LAG BELTS AND TO TRACK V/ (4) 1/4'810 - • 1RIrhSPL6E BO.7S•ANNOV • • • •• • • •••• • • •••• A 0) 5/I8' OBL a 1-5/8' LAD DOLT TEA423 .003 12 GA CALE STEEL AAA swamis V/ 00) 1/4' -20 a 8/8' TRACK BWCE 80.T & NUT SEE (TABLE 21 MR JAK3 822TE7 SPACING TRACK CONFRTJRAImN FOR B'8' UP To 14' TALL DOORS TABLE 1 DOOR HEIGHT TABLE 2 DOOR HEIGHT TRACK ATTACHMENT D10[N0 ©OOC1OE1©0 © ©© G111111111INIMIIIIIMIIII•1E5li Q ©�i ©O[30[IFa111111•1 ISM EOM 0 0 11511E5l©DDT Fa iMOMMMI� ELM © ®010 ©©m0100°1• milm® a3__ ®Ds:In:aEAEa to . ____ I ___ El IMIE511:511E5111:5117111:2 131511E5111MIIIIIKE51 SIE 1 7 1 io-,3 :21 ' t E tl ©� ©1E31151E3 O1751O10 GALV STEEL INTERIM IMPACT V1OOV ERNE m3' GALV STEEL EXTENDS DPACT WINDOW ERNE 84 OA. STEEL D®1 Simi maEltruffasi 5/16AIIE111ED UNDATED GLASS INTERMEDIATE SECTION GLAZING OPTION DETAIL N.TS. 0•E80.0 58 -190 2 3/A1s6. 2 Yr sS7(CERRLELVE- USED ImIPppCCFT yp�py ERNE 70 TIE STEERI NTOe01 DPN:i VEIL V FRAME 11/64. 2 1/2' SCREW - USED 70 PASTE DECTIMM1VE PLASTIC OWED VDNIOV FRAME 70 7181 ASSEMBLY SECTION 11-5 DNPACT WINDOW DETAIL, N.T.S. DESIGN LOADS +258.5 LBS/FT -301.5 LBS/FT •1:31/0 e. • ,41)01 :•4 eiy / INTERIOR OF GARAGE MAX 510114 91r L_ 1 1 1 1 1 1 t 1 1 1 SEE NOTE 2 IMPACT GLAZING FASTENER DETAIL NT S. MV OF R 0 M6 A AIM DOE ESN W PMHE2 OAT 81 7-3.07 B£ MAX 9'x14 D®t91 LOADS +57.0 PSF -87.0 PSF LMPARGE � ACT RESISTANCE MODEL 980 HERITAGE 1000. 2000 Short. Panel, Long Panel, and Plush Panel SIT IRI•1 FT Sm DALE 01/9/3 B meow BO nut OIft 7 RC- 9509 - 189 -21-J 09182 BOLLS L maw PE IL Na MGM 2Ri 2 OF 2 4. Permit No: 10- V,J,5 Job Name ,2010 L 4.. ACC (c€� Miami Shores Vivage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 e T •2. Page 1 of 1 q -9 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 03/19/2010 17:20 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Ij001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 4782 RECIPIENT ADDRESS 919549384315 DESTINATION ID ST. TIME 03/19 17:19 TIME USE 00'29 PAGES SENT 1 RESULT OK Permit No: 10- V,, Job Name , 2010 Miami Shores Vivage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 /efA car s �fi