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WS-17-2141Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. WS -8-17-2141 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: APPROVED Issue Date: 9/13/2017 Expiration: 03/12/2018 Parcel Number Applicant 510 NE 93 Street Miami Shores, FL 33138- 1132060141100 Block: Lot: RAY & CAROLE JEAN-BAPTISTI Owner Information Address 510 NE 93 Street MIAMI SHORES FL 33138-2844 Phone Cell Contractor(s) AAA GARAGE DOOR INC Phone Cell Phone (305)702-0113 (786)299-0444 Valuation: Total Sq Feet: $ 1,000.00 0 Type of Work: INSTALL HURRICANE GARAGE DOOR 8 X 7 No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $0.60 $2.00 $2.00 $0.20 $110.00 $80.00 $9.00 $0.80 $204.60 Pay Date Pay Type Invoice # WS -8-17-64977 09/13/2017 Credit Card 08/24/2017 Credit Card Vrn Amt Paid Amt Due $ 154.60 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Building Review Structural In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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 zonin,. Futhermore, I authorize the above-named contractor to do the work stated. September 13, 2017 Date 492 aot - Authorized S' nature: Dw r / Applicant / Contractor / Agent Building Department Copy September 13, 2017 1 BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED AUG 2 41017 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 20145 )1 Master Permit No. V V SI —I —`aty 1 Sub Permit No. igiBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: CI cifor q3 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1( 2, (7 i X01 / 1 i) Is the Building Historically Designated: Yes NO X" Occupancy Type: Load: Construction Type: Flood Zone: /JD BFE: FFE: OWNER: Name (Fee Simple Titleholder): i? A7. Cr -stir 5npri� 37E - Address: i E. Address: City: � l fl, fo F q-3 s r -r -Q P r- l ( 14 1-A , Ca -mil aC S State: Phone#C30 S) S 7 7 FL Zip: 7Z-7; 1 Tenant/Lessee Name: Phone#: Email: G.TraxJ ,Yc1ei1 31C. it—) C c.. GOr'�1 CONTRACTOR: Company Name: C. Pte._ -- (_,47--0.92,,, ,Th � I^C Phone#: (3. Os 1 70 2-0 (i3 Address: / 9 Z O O vcGiJ r4 G �'- Qom,r � 47/ State: F(_ Zip: 3 l c 4- Qualifier Name: -,--ii g R � /C 0 a 12 (.J ' AS 1.-\ Phone#0762 9 "/_ o il F9 State Certification or Registration #: Certificate of Competency #: 4165 O A Z Se'S! DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ POO Square/Linear Footage of Work: gx 7 City: /f'�� 9/-[ /, Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 2_7,9 s /-0 ra GZ10 r4D u -col 3 oiec ..6 e Pao `.4.Amo% `,•br-y Specify color of co r Ar Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ �Jv ` W MT? LITiO rc'zi. .01 Radon Fee $ 04 "'Awl 4 F• FE �$x (Revised02/24/2014) OPRLIA3 30N0Vi s00;�"�;• i'iihn!7 :n sftt0 (�'1- '\` eee.393 02 14 Poiperrintol t CCF$ 454 Sn t:�/,01;?CO/CC;$" `+, """""""MOiar DBPR $' Training/Education Fee $ Double Fee $ Bond $ 1 TOTAL FEE NOW DUE $ ! G C`� 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 the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this p2�day of , 20 (/ •, by --€tyl • a Sk ,'who is personally known to me or who has producedf Vp4: 112(7 "(341) as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ######## IVONNE LANDER° Notary Public • State 01 Florida Commission N GG 008859 ' MtaBorniathoira Jun 26Z APPROVED BY (Revised02/24/2014) L L Signature CONTRACTOR The foregoing instrument was acknowledged before me this /"0 day of 4l1,_< , 20 /':7- by 7c7"e/Z. Pa, , who is personally known two me or who has produced fe aG De.20�-13"fog:0 identification and who did take an oath. Y NOTARY PUBLIC: Sign: Print: Seal: A.017.452 ;2v/014,41- l� Paha Notary Pubic State d[CG�i.�,��..0�1}1fy11.idds11= es wa Plans Examiner Zoning Structural Review Clerk .zz, AUG 2 2017 MIAMI DiADE` ,,, COUNTY 14' C' • DEPARTMENT OF REGULA 1 oexoNOMIC RESOURCES (RER) BOARD AND CODE ADMINIS�' TIO DIVISION NOTICE OF ACCEPTANCE (NOA) — I MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamtdade.aov/e conomv 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 consettctiou materials. The documentation submitted has been reviewed and accepted by Miami -Dade County kER-Produot Control Section to be used in Miami Dade County and other areas where allowed by the Authority iliaMing Juriscliatlon,('AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countyllroduct Control•Section (in Miami Dade County) and/or the Atli (in areas other than Miami Dade County) reserve th2 tight to have:this product or material tested for quality assurance purposes. If this product or material fails to perform ie the accepted manner, the ; • • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, tttgdjify, or suspertl•the use Of • • • such product or material within their jurisdiction. RER reserves the right to revoke this acteptance, if ttistietermined • •; by Miami -Dade County Product Control Section that this product or material fails to ,fie; the requirerrRnts of the • • applicable building code. • This product is approved as described herein, and has been designed to comply with the F14rida.Duilding'Code, including the High Velocity Hurricane Zone. • • • • • • . •• • • • • • • DESCRIPTION: Mode11200 Heritage & Oak Summit 3000 Steel Sectional Garage Door up toy' -0" ,Wide with Impact Resistant Windows 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 4 of 4, dated 05/08/2007, with revision C dated 10/28/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shehnerdine, 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, 3800 Greenway Circle, Lawrence, Kansas, 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 cmaterlals, use,"and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for males; dsertising 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. AD�r 't VERTISEMENT: 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 itsentirety. li SPECTION: A copy of this entire NOA shall be provided to the user by the shall be available for inspection at the job site at the request of the Building Official. 's-IOA, revises NOA # 14-0414.10 and consists of this page 1 and evi aplirovar6cument mentioned above. The-subi nitted documentation was reviewed by Carlos M. Utrera, P. tnanufachwer or i distribu I/ E- /,i4�111 � N t ' --No. 15-0505.22 ion Date: ' eptember 6,2017 Approval Date: July 23, 2015 Page 1 as 2917 Amarr Garase Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 14-0414.10" 1. Drawing No. IRC -1209-189-214, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, dated 05/08/2007, with revision C dated 10/28/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. .... . . • . .... . .. • .. •••••••• B. TESTS "Submitted under NOA # 14-0414.10" 1. Addendum to Test Report No. ATLNC 0909.01-13 prepared byt.tterican•TeSt Lab, Inc., dated 05/20/2014, signed and sealed by David W. Johnsdn•dr.• . 2. Test reports on 1) Uniform Static Air Pressure Test, Loading pg.; TAV 2D.21-94• • 2) Large Missile Impact Test per FBC, TAS 201.94. •••• • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • 4) Tensile Test per ASTM E8 . . • •• • 5) Forced Entry Resistance Test per FBC, TA4 20Z-94 . along with marked -up drawings and installation diagram of 91.•T'2:1 ga stall garage • door Model 1200 Heritage 3000, prepared by American Test Lab, Inc., Test Report No. ATLNC 0909.01-13, dated 12/17/2013, signed and sealed by David W. Johnson, P.E. Submitted under NOA # 12-0228.03" 3. 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 # A7420.01406-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. "Submitted under NOA # 12-0228.09" 4. 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 under NOA # 07-0706.05" 5. 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 0430.01-07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E. 6. 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. E -1 ,I%w- 07/40'5 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0505.22 Expiration Date: September 6, 2017 Approval Date: July 23, 2015 • Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 14-0414.10" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/24/2014, signed and sealed by Thomas L. Shelmerdine, P.E.•"' . .... . . . • ..• . •• • • "Submitted under NOA # 12-0228.03" • .. •• .' 2. Anchor calculations prepared by Structural Solutions, P.A., dated 92/09/2012, signed and sealed by Thomas L. Shelmerdine, P.E. .••••• • • . • . ...... •••• . . . .. .. •••• D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources MER) • . . .. . . ••• • .. .. .' . E. MATERIAL CERTIFICATIONS "Submitted under NOA # 12-0228.03" 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. F. STATEMENTS 1. Statement letter of code conformance to the 5`h edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by Tomas L. Shelmerdine, P.E. 4RY4 ,. 071617-p15 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0505.22 Expiration Date: September 6, 2017 Approval Date: July 23, 2015 E -2 010104114 ' TOP ROLLERRR ACKETT ATTA1/4"`HEE HVEAD'SCREWS PER MAGNET V N BALI STEEL ROLLER V/ T RETAIAND NER U M FOR THREAMD FASTENERS 1164 DURASAFE CENTER HINGE ATTACHED V/ (4) 1/4' N 3/4' HEX HEAD MRCVS lD 8 VW X tt SA R TAIHB ATTACHED V/ O) 1/4' X 3/4 HEX HEAD SCREWS PER :TILS ATTVO' EVA II -7/4411,.., ACHED V/ 00 1/4• Xt 3/4' TRX HEAD MRCVS AT EACH HONE 1464 SURAIVE ROLLER CARRIER ATTACHED M R-111U3S V/ CA 1/4' x 4• NIX HEAD ECRIVS PER CARRIER Al �� EIREMBESIMia -�,` Y ID sAL nen OiRDETTAIINNEER Vet' LIED 10ERR THREADED *WM PCR ROLLER igICAL DURASAFE CENTER HINGE. 8 WV VOA R -TRUSS ATTACHED V/ 40 1/4' R 3/4 HEX HEAD =REVS //////ji E' FOGA STRUT ATTACHED V/ AT EACH END/iT LLEL COMA STILE AND INTO RACK inn NINAY /LIMN CENTER STILE AND END 3111X ArilYLO ' POL'I[9TCR �IMtN IR 04 DURASAFE ENO HINGE ATTACHED V/ 411/4' % 0/V HEX HEAD SCREWS TYPICAL, DURASAFE END HINGE ILTA. B' l0 SALL STEEL ROLLER V/O• SRR AND CD RETAINER USED THREADED swan PER ROLLER BOTTOM RRACECT 13 DA ATTACHED V/C4) 1R' X 3/4• HEX HEAD SCIEVS TYPICAL BOTTOM !RACKET PRAJOUCD' MOOD el M erlybe wails IMAM ADeDIRe00 Ns B 5/1G• SCREW % t VD' LAa PER JAN! BRACKET 9 I l3/4DER' NIL IW1 D -0' NA INSIDE ELEVATION T. CD t-Vt' X 3 -IK' MOA SACKER PLATE AT EACH IKTEWEMAYSITAP1011.14END It11 7 INTERIOR OF OARAOE --► MAX. MTH !'0• +- DESIGN LOADS +238.6 LES/FT -303.8 Les ILOaOl SEAL SY NSTMACIO 11) 1/4-20 % VVINICK SPLICE HILT ANO MIT MR JAW !RACKET 0.4151 X RB 04 C3 SM. 11-711USS) TYRRCR•ALV. 7REL sINAZ TRACK MOUNTING OFTAII ILT.R 111111111111 SEE NOTE 2 BO QA OALV. STEEL ENO STILE TTACHCD VIM 40 tT N 1.1/4• SCREWS BSI 1404 IURAS)VE ROLLER V RRIIEER114A TACHE; TO R -TRUSS HEX MCAD SCREWS CONT. VERTICAL JAN! VA STP OR SPF 010. 2 at S two PO.YSTTY ERENE EAN 111MLATION (OAS PCF) 1104 gMADAKE 0 END STLE V/ 41) ATTACHER 3/4' HEX HEAD MRCVS PER VARIER SLIDE LOCK ENRAGES SIM VERTICAL TRACK ON 100H ewe VO' NM (SNAP LATCR. OR Lock BAR CPT]MUU ATTACH WM 1/4' % 3/444X N[ER SCREWS kRODUCtABV1lBD •DcooWr4lwith **Fled& BOI A.aB0 Amperes l ypw �"T%lf7v017 IR a COwEAC1AL Q. FIXTURE AtTACHER Y/q) 114' %3/4' HU HEAD SCR[Vs AT W.1 DID STILE ALIXTA/ VS AND R%AMARKET AW V/Ct) 1/TI i A XSSi GA <37 RSD GM.V ITEEL A -TRUSS T1 • ON TM FSyNRC V/ f/1' • VY 11IX HEAD( SCRIN IAS RXIN HMV KI EACH KER MITER ANO LME STILE CFO -FREE EXPANDED POLYATRENE NN4ATIa 1 LB DENSITY R.4.73.100.1.7 IS1)DQA "BE LARGE MISSILE IMPACT RESISTANT SHEDS-A��c��HEMS 1. ALL 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 DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +230.8 LBS/FT K -303.8 LBS/FT 3, DOOR AND HARDWARE WALL BE DESIGNED, MANUFACTURED AND INSTALLED WATH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. 0216 MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 8. DOORS UPTO TO" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 8/8" R -TRUSS PER SECTION AND (1) 2 200A STRUT ON THE BOTTOM SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PACE 3 7. SUPPORTING STRUCTU Al TS SH l B HEST • • BY A REWIRED PROF ORAL IN¢R R L D • INDICATED ON THIS DR NG IN AD TI6N 0 EI L DI S. • 8. THIS APPROVAL R RIES MAINIU C REY T SP TESTING OF ALL COILS USED TOO NORMA DQDR ANELS•UNITIER •THIS • NOTICE OF ACCEPTANCE. A MIAWAMM OF! VESIMENS SNALbIIE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A RADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MATO THIS • ICE: A PY OF THE TEST. REPORTS VATH CONFI A THAT SPECIMEP6 WERE•SEVCTE FROM COILS AT THE M F TURER ' •) CT11%qy1 ACILI S. • A A NOTARIZED STA T F THE +r' AC•TURER SHAT ONLY • COILS WITH YIELD s ENGTH•OE 34.600 PS/ OO MORE SHALL /E • USED TO MAKE DOS%PANELS FOR DADE SOUNW UNDER THIS • NOTICE OF ACCEPTANCE. •) rPES'R tceTlax �p OALV. STEM R-TRUSSRR ATTACKED V/ C4) 1/4' N 3/4• HEX HnFAILE,R�Np1yAS AT IRE EACH IRiE S�AC&IN' AWAY KTV[ER RIR6[ AFgI [NS STILE /1f Y IN GA ($S IOD OOK1d7T ON OTAALRSRrtRCVSOI R[c11a ATTACIaREI1RMKET / l0 1/4• N VY NOMAD SCREWS EnotiltMI KAlRCTADRR �CTIE��EW) 140 WANK CCi1tT VD410114 ALIK NC. 87103 VVV.A Al RREN ' MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 •RSHORT, LONG, FLUSH Al OAK SUMMIT PANELS • SIR MIST SID OAIE NM/0/ • B moan MI LK MAP IRAlBD XRlD IRC -1209-189-21-1 RE 104 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 14 GA, FLAG BRACKET ATTACHED TO WOOD JAMB W/ (3) 6/16 DIA. X 1-5/8' LAG DOLTS AND TO TRACK W/ (4) 1/4'-20 x 5/8 TRACK SPLICE DOLTS AND NUTS I coLke) E A SPU TRACKS AT THIS LOCATION W 4) 1/4'-20 TRACK SPLICE BOLTS h NUTS SL' RE TO JAMB YATN (3) 5/16' OMA. x 1-0/0' LAO BOLTS (1) 6/10' OMA, x 1-6/6' LAO BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 OA. OALV. STEEL ATTIACHED W/T(1) 1/4"-20 x 6/6" TRACK SPLICE BOLT a NUT L SEE (TABLE E> ON PAGE 4 FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS WOOD JAMB ATTACHMENT TO STRUCTURE 6/166)( 3' L SCRCVs START ZT6T FNONDENDir THEN BCTO.C. Q WE' ENDEDNENT) HR.TI KVIKTHILT 3/Be X74` STARYINO 6' FRQMSEN03 TTHEN E4' D.C, (2 1/E' EMBEDMENT) 1411.71 SLEEVE ANCHOR 3/S' X E-3/4' STARTING 6' FRON ENDS THEN 16' O.C. CI 1/4' EMBEDMENT) 1TW/RANSET REEDH,EAAyDBCTRU--BBOLLTc) 6/B' X 4' STAt�TiNO7y6* FRON ENDS THEN E4' MC. fE 1/E' EMBEDMENT) S14S6LBY7/41C%L3' 7114 TSCREV STARTIHO 6Y CRfW ENDOt UEE PAIRS OF FASTENERS (3' MART) AT S' D.C. <l 1/11' EMBEDMENT) HILT! 114' X 1-3/4' KW1X-CON 11+ SCREWS STARTING 6' CRON ENOS, USE PAIRS Of FASTENERS (3' APART) AT B' O,C. CI 1/4' EMBEDMENT) RI.TI SLEEVE ANCHOR VIII S-3/4'OSTARTING 6' D E OS THEN SHOPYLICI 1/4' MEDNEM) MR, USE FASTENERS FOR HOLLOW C"SO BLOCK) *LAGS AND VOLTS CAN DE COUNTERSIDIX TO PROVIDE A FLUSH MOUNTING SURFACE. *PREPARATION OF WOOD JAHNS eY OTHERS i NIN PRODUCERGVISIAO sisoll b1lle O6O./10 041 mODUCTtal= NOM*Cei G� 4 "001"Mr' x41t tA3 FEaE611 !r ItlwD31 a K119116 A•�� 047 �1� oN � A R:IDW IDS $ YYY��+ 7 1 MEW 10 RS INB C NCC) SAM MN • • • • AVMMIj 1.11ACK CaNepaATIO S • ku. ••• • • • • • • • • • • • ••• • • • • • • • • • •• Nx14' h DESIGN LOADS p' +67.0 PSF -67.6 PSF f i LARDAGE MISSTILES jI RESISTANCE ISD CAUfACX COM wurol-sinew Na 9710E vwNiait iN MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 • • ••• • • • • • SHORT, TANG, FLUSH & OAR SUMMIT PANELS • • • • • SI ON'SY BD OAI UAW ERCVD 11163 • • •• . B OEDEB BT SID DAN WoVoi IRC -1209-189-21-I • • • BEET 2a4 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASV ROO EXTRUDED ALUMNUS 111PAGT INTERIOR FRANC /V/•376' DILE OD GLASS HAMMON POLYCARIDNATE MANUFACTURED IT PAYER UN Rd X 1• PHILLIPS HEAD SNEETMETAL SCREWS USED TO FASTEN THE ALUMINUM INTERIOR UTAK 70 THE &WNW EXTERIOR num UV X Sh• CONTINUOUS 0007111 NOT MELT SEALANT MANUFACTOREo rY SDSTIX !ON 0•B IMPACT WU@Iri/„DETAIL IIPTIGNAL t UV PANE1 GLASER SECTION R-TRILSS AND STILE LAYOUT A33' DALV STEEL INTERIOR IMPACT VDCOV FRAME • � pains mai mum tweAICT VINDOV FRAME V/8 WTC Q! O.AS KDTE�[N MINDOV /RAMC ICA. STESTEEL DOOR SKIN NW OVERALL N OA dTC0. DOOR SKI Dr CLEAR ANNEALED GWS AW CARMAN PVr INTERLAYER INM�NHAfACRE ORDIA.r IMPACT rli�-••'- GLAZING FASTENER DETAIL GLAZING MEETS ASTM E1300-04 SIRICM dr -I STRUCTURAL ADMEN 9' EXTRUDED RPVC INTERIOR DECORATIVE %NNW FRANC 2.3/{X 1/1. SC_ -UST DgTENCNEINT IMA V FAIR TD 3.11/41' X in' SCREW - USED TO PASTED DECORATIVE PLASTIC NOLOED VIN00V FRAME TD THE ARSENIO WORT PANEL GLA7ED SFOTION R -TRUSS AND STILE LAYOUT SECTION C -C IMP CT WINW DE 140A DURASATE CENTER HINGE ATTACHED N U • HEAD MEWS r D/r' X 11 DA R TRUSE ATTACHED V/ CV 1/1• X 3/4• NEX HUD SCIEVS PER SOLE 8 DM E1GA R -TRUSS ATTACHED V/ 4p 1/4' x 3/4• REX HEAD SCREW AT Dal CENTER STILE MY UMW Patna GATE O A COMM 1 V11b1 E11 1 lPoAU TORSION i!/3/II �RUI C AOIO DAM nols 10/W/LT M11 ,•'• 1. SH '•, D'. x.14' T �••�. , DESIGN LOADS ;• • • . � +67.0 PSF �. • 0. 879 ' pRODUC4YGVLSBD -073 PDF r ▪ �rr •w wsEow � � �• ' 77 I �' � 8T�'bF� � ..%'Lv's LAROE MASSIF j�� • •''+.� � • • ,. • • • • • • • • • • ,•• RESIN STANCE A8 FL '''•.,.......••�'' Megrim. N• • A/LP74 ' • • • • •• • ••• ••• ••• • •• • • 32521061, R -TRUSS SPACER AOOgNRISD a IN CARAADE COAD VOSTOM-sALEN. RC. mos VWADMACM 1,974ji91a7 MODEL #1200 HERITAGE 9000 • MODEL #1200 OAK SUMMIT 3000 • SHORT, LONG, FLUSH & OAK SUMMIT PANICS R -TRUSS SPACER. xra R -TRUSS SPACER 0 wr.a • ••• • •• • • • • • ... .. • IRE WARM ri ERI WEE amampnTASIR MO • • • • • • • • • • • • • • • • • B 0401/ R SID on OS/E//W ... • • • • • RC -1209-189-21-1 SHE 3a4 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 401 J J / �/ // / J D r�l/��/u m !ON 0•B IMPACT WU@Iri/„DETAIL IIPTIGNAL t UV PANE1 GLASER SECTION R-TRILSS AND STILE LAYOUT A33' DALV STEEL INTERIOR IMPACT VDCOV FRAME • � pains mai mum tweAICT VINDOV FRAME V/8 WTC Q! O.AS KDTE�[N MINDOV /RAMC ICA. STESTEEL DOOR SKIN NW OVERALL N OA dTC0. DOOR SKI Dr CLEAR ANNEALED GWS AW CARMAN PVr INTERLAYER INM�NHAfACRE ORDIA.r IMPACT rli�-••'- GLAZING FASTENER DETAIL GLAZING MEETS ASTM E1300-04 SIRICM dr -I STRUCTURAL ADMEN 9' EXTRUDED RPVC INTERIOR DECORATIVE %NNW FRANC 2.3/{X 1/1. SC_ -UST DgTENCNEINT IMA V FAIR TD 3.11/41' X in' SCREW - USED TO PASTED DECORATIVE PLASTIC NOLOED VIN00V FRAME TD THE ARSENIO WORT PANEL GLA7ED SFOTION R -TRUSS AND STILE LAYOUT SECTION C -C IMP CT WINW DE 140A DURASATE CENTER HINGE ATTACHED N U • HEAD MEWS r D/r' X 11 DA R TRUSE ATTACHED V/ CV 1/1• X 3/4• NEX HUD SCIEVS PER SOLE 8 DM E1GA R -TRUSS ATTACHED V/ 4p 1/4' x 3/4• REX HEAD SCREW AT Dal CENTER STILE MY UMW Patna GATE O A COMM 1 V11b1 E11 1 lPoAU TORSION i!/3/II �RUI C AOIO DAM nols 10/W/LT M11 ,•'• 1. SH '•, D'. x.14' T �••�. , DESIGN LOADS ;• • • . � +67.0 PSF �. • 0. 879 ' pRODUC4YGVLSBD -073 PDF r ▪ �rr •w wsEow � � �• ' 77 I �' � 8T�'bF� � ..%'Lv's LAROE MASSIF j�� • •''+.� � • • ,. • • • • • • • • • • ,•• RESIN STANCE A8 FL '''•.,.......••�'' Megrim. N• • A/LP74 ' • • • • •• • ••• ••• ••• • •• • • 32521061, R -TRUSS SPACER AOOgNRISD a IN CARAADE COAD VOSTOM-sALEN. RC. mos VWADMACM 1,974ji91a7 MODEL #1200 HERITAGE 9000 • MODEL #1200 OAK SUMMIT 3000 • SHORT, LONG, FLUSH & OAK SUMMIT PANICS R -TRUSS SPACER. xra R -TRUSS SPACER 0 wr.a • ••• • •• • • • • • ... .. • IRE WARM ri ERI WEE amampnTASIR MO • • • • • • • • • • • • • • • • • B 0401/ R SID on OS/E//W ... • • • • • RC -1209-189-21-1 SHE 3a4 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1 DOOR HEIGHT SECTION HEIGHTS -• • CK Btm #2 #3 #4 #6 #6 #7 #8 %IIiNinigaQgEFIRIE1 F�gp�GGp H J K 13' 8" 21" ®®21" ��A``,,�3�S'y �A1�C OM 21" 18" 18" ma �, ELL MM {{��I�, ��ii YSu.G�'. re ElM g��L Brai MMI1' e1 )S;�� I 12' 8" Eiilicam El 27"38" 18" 18" 18" 18" Eal ' '- INDELEMVIREZIM lin MOH 11'6" 21" 21" 21" 18" EA cam 8' 3" 10' 8" 21" 21" ®® tib" 21" 21" MEM MI EU NM iiA MI En 9'8" 21" 18" ica 18" Ma 21" ': 46" 68" EMELMU.7 78" 8'8" 21" 21" 21" Ka® liaMafflERIMILT-111 MEM 7'8" 18" 18" 18" icilE4 . Dasil ROM 14" ERIM 38" 46" 11115151111® 68" 18" KA® 100" TABLE 2 DOOR HEIGH",,yT},� -• • CK ATTACH E T SPLICE F�gp�GGp H J K N ti "eA .r'r.�G' ��A``,,�3�S'y �A1�C OM ADD p:M3 `�EE La CASal ekmlfl9 • x� {{��I�, ��ii YSu.G�'. Ea IC5C1.'Y4".'i g��L ry��VMyy ;l�sii]MC e1 )S;�� I 7' 3" El 27"38" 46" 66" 88" lin 78" 8' 3" 14" 27" 3B" Ea tib" 88" 78" Wig 9' 3" 14" 27" 38" 46" 68" 68" 78" 00" 10' 3" 14" 27" 38" 46" 58" 68" 78' 88" 100" 112" 11' 3" 14" 27" 38" 46" [A 88" Li; 88" low ima 124" WalklIEKNYNKEME:DES1 Fa FM 110612.2 alkErtiM DM kltail 12 3" Q;ill 27" 38" 48" [Aimi 78" 88. 100" Ea 122' .11 138" ET�:.�' s1`�ti I NTAEIM kal : fft1 Mil FEAMME . 13' EFAR/EDEM 14' 3" 3" in 14" 27" PEI 27" 38" kEdrALAEZli 38" 48" 58" Evii 78" 88. 100" M uni 122" ;Km 148" WI Ed kla MI 46" 68" 101 78' 88. 100' 114" 122" 134" 148" ' 160" ALL TRACK ATTACHMENT SPACING +/-2' ALLon) WITH SYP OR SPF N0. 2 OR BETTER ONLY • • • • • •• • • • • ••• r • • • • Mob=Po A• dadi Am• puit▪ e No / d O SS eNAINIC CT YIMITON-13. 1. KC. um WVA AMAIDI i 6%�OA t7 MODEL #1200 HERITAGE 3000 • !%="" • • MODEL #1,200 OAK SUMMIT 3000 •• • • • • m ' Y • .1 0'. VHORT, LONG, ?LUSH k OAK SUMMIT PANELS • • ••• • • a • • • • • • • SN Mom NG OAA Wisp D3M0• MAW • •• • • c • • • • 0 mer Sr as -1209-189-21-1 ••• 1 • • • • Mr 045014110 Of UTE A 100 MOA e 1 WOOED 10 fie MO 0 SOLD AAnN 0.100 W"14 tIE:9gN LOADS ws PRODU TY8v1tBD I 467.0 PS/ gl i AAwmply owMAY7+lo.11S —57,5 pg.r Op110 MwP�reNe• J a LArsoe Ara� • 'o� i, • Y� "' a a DUI 4 CC 4 • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • t ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 14-0414.10" 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 4 of 4, dated 05/08/2007, with revision C dated 10/28/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E.• .... • . . .... B. TESTS "Submitted under NDA # 14-0414.10" • • • 1. Addendum to Test Report No. ATLNC 0909.01-13 prepared Dy rontrican est Lab, •' ' •' • Inc., dated 05120/2014, signed and sealed by David W. Johnson; PSE' „ � • , • • 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per f.13e TA3 2QZ 94 • 2) Large Missile Impact Test per FBC, TAS 2014. 4. •••• • 3) Cyclic Wind Pressure Loading per FBC, TAB•,63 94 • •' • . 4) Tensile Test per ASTM E8 • . • 5) Forced Entry Resistance Test per FBC, TAS:202 94 • along with marked -up drawings and installation diagram of 9'g 7:24 ga steel Rage • • door Model 1200 Heritage 3000, prepared by American Test Lab, Inc., Test Report No. ATLNC 0909.01-13, dated 12/1712013, signed and sealed by David W. Johnson, P.E. • • • • Submitted under NOA # 12-0228.03" 3. 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. "Submitted under NOA # 12-0228.09" 4. 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 under NOA # 07-0706.05" 5. 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 0430.01-07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E. 6. 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. o7%r6%2°r5 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0505.22 Expiration Date: September 6, 2017 Approval Date: July 23, 2015 E -1