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HomeMy WebLinkAboutNOAa a COUNTY SCANNED BY St. Lucie County DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98'h Avenue 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.mimnidade.gov/economy Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Hurricane Master@ Model 824/811 Steel Sectional Garage Door up to 18'-2" Wide with Window Lite Option (DP +55.0, -64.0 PSF) APPROVAL DOCUMENT: Drawing No. 99-24, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 09/22/1999, with revision L dated 08/01/2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to 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 renews NOA # 17-0919.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 18-0301.07 Expiration Date: March 10, 2023 Approval Date: April 26, 2018 40 r2�(ZOIg Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 99-24, titled "Sectional Garage Door", dated 09/22/1999, with last revision K dated 03/09/2015, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0324.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Residential Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2133A and B, dated 06110/2008, signed and sealed by Candido F. Font, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. IIETI-08- 2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08-1106.05" 3. Test report on Tensile Test per ASTM E 8 of the above sectional garage door's skin, prepared by Hurricane Engineering & Testing, Inc, Test Report No. HETI-08-T139/A, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 03-0210.04" 4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.11 " 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0324.07" 2. Anchor verification calculations and structural analysis prepared by Al-Farooq Corporation, complying with F.B.0 2004/2007, dated 01/20/2009, signed and sealed by Humayoun Farooq, P.E. 24/V1B Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0301.07 Expiration Date: March 10, 2023 Approval Date: April 26, 2018 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA # 08-1106.05" 3. Anchor verification calculations and structural analysis prepared by Al-Farooq Corporation, complying with F.B.0 2004/2007, dated 08/25/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-C 1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material', prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material', prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material', prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Submitted under NOA # 14-0814.11" 1. Statement letter of code conformance to the 5" edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. 4k1201V18 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0301.07 Expiration Date: March 10, 2023 Approval Date: April 26, 2018 E -2 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. Evidence submitted under NOA # 17-0919.10. A. DRAWINGS 1. Drawing No. 99-24, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 09/22/1999, with revision L dated 08/01/2017, prepared by A]-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes to comply with FBC 2017. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-Cl Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/17/2018. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5'h Edition) and FBC 2017 (6" Edition), prepared by Al Farooq Corporation, dated 08/01/2017, signed and sealed by Javad Ahmad, P.E. 04`zoZ701S Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0301.07 Expiration Date: March 10, 2023 Approval Date: April 26, 2018 E -3 2/ .12f CN W/ M IR U 0 O o 0 Oro o IK fl (D—DI le m 20 BOTTOM BRACKET FOR 2' TRACK III�AIIIh�lllllll�dlllll�lllllll�dlllli�allllll�lllllli.�dl i �� glllfi �IIIIV 4111U�OIIVmill I�� / I — I I I I IhII I II•�IIII II -II I IhII �'�I-I ■ (-I ■ II-I� I II -II I OnOliAL VENT WWNIAL DESIGN OFM)� RUSH FACE OPENING MCA NOT TO EXCEED I. DESIGN PRESSURE RATING = ♦ 55.0 PSF INSIDE ELEVATION N pucra�'v �o� - 64.0 PSF RAISED PANEL EMBOSSED DOOR ®ta % ]/4' SELF DRIWNG SCREWS MAY BE USED ArReP\svaNe 19-051 �fU DAD DOORS INC. W MW OF /fax 5/0' SMS RaplrsWv 6la1 H�M111- ro ]nl Hurricane Nester® Modal 824/811 COOK lESrfD W ACCOR0.ANCE WIM ME PFA IR- RS OF f1ARIG1 6 � Max. Wd 18'-2% 16'l.n High 0111MNC fAOE TAS-203. iAS-201 k TAS-20.1 FOP HZ NL fYp Wiih WndoW Gle Opfion ASM EaB6B-OS ASM E1896-09. GENERAL NOTES THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT HANDLE PRODUCT RENEWED 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED T( COMPLY WITH THE RI I wRn \Ae Flo do VIER $TILE REQUIREMENTS COD OF THE 2014 H % EOITf HIJ RI (61H EODION) ROPoW BulIEInB Goes BUILDING CODE INCWDING HIGH VELOCITY HURRICPNE ZONE (HNIZ). NOA-No. 18-OJ01.09 2. ANCHORS SHALL BE CORROSION RESISTANT. SPACED ED SHOWN NT TODUALSBASE DginOon 5r-'0 ft0Y202J MO INSTALLED PER MMUF'S N RESICDONS. SPECIFIED EMBEDMENT TO BASE CeC/dgh.0 0 LOCK BAR WIRES (2) ON END SME MAT ERVL SHALL BE BEYOND WALL DRESSING OR MCCO. Y mlaml-0FQe vmeuct conBel 3. A LOAD DURATION IS USED M DESIGN OF ANCHORS INTO MOD ONLY. ON INCREASE ❑AN ff (4) #14 s%6' SUS 4. MIGERwINCLUDING BW NOT ULMOED TO STEEL/METAL SCREWS, THAT\Il COME INTO CONTACT WITH OTHER DISSMIIM UATERW5 SMALL MM THE 33�pS%�""• y+� �� F •'•, � I-I/B' x 1-1/0' % 2-3/6' LONG REQUIREMENTS OF THE 2014/2017 FLORIDA BWG. CODE h ADOPTED STMDMDS. �� Q LOCK BAR CVDE 5. THIS PRODUCT APPRPIAL IS GENERIC AND DOES NOT PRONDE INFORMATION 0IST552 (1) ON COnER ML£ FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY = OF STRUCTURE RECEMNG THIS PRODUCT AND SWING AROUND OPENING FOR x .6IN LOCH BM ON IN TRACK ENGAGES ON EACH N SIDE OF DOOR WATER INFILTRATION RESISTANCE ETC. WATER NOT SHOWN IN THIS DRMING ME TO BE ANALYZED SEPARAT Y. V ' ' ' ' Orrd�'• C: An W ` OLORID 'KEYED LOCK (OPTIONAL) MO TO BE RENEWED BY BUILDING OFFlCWL LOCK EAR IOCWNc SHOWN B. MANUFACIURM'S IMEL SHALL BE LOCATED ON A READILY NSIBIE LOCATION ALTERNATE TO mWNG LOADED SURE BOLT IN ACWRDNICE WAIN SECTION RORDA BUILDING CODE GPlAL f/1lrl LOCKS SHOWN MOVE I10 17 .9 LABELHG TO COMPLY WITH SECDON IJ09.9.2. TILL\A w g mI®IEi 99-24 2J! ) ( H \ 9P §§ \ asp , p \ � ^ e e ' ' � •® ' e \\\ . \j \§ § &2 \U !- e ,.e, ! ; / �\ (0 - � \ Pd . §\ / ; N � SECTIONAL GARAGE DOOR �� —��� -� ] AL -FAIR z 7 =0 ) r /POP RIVETS 2-3/4' X 5-1/Y X 2-7/e' X .19' / GALV. STEEL TOP ROLIDE BRACKD HOR2. TRACK N DOORS CENTER SUPPoIIN Ra FT ON DOORS I IXCEEOINC B FT. IN HE14TR 2 % 2 % 1/8' HOAR. ANGIE SPOT wim ID HOME. TRACK WIM TMI W6D5 A11 1-1/2' MA4T -AT 3' O.C. 1. V 116 p lY m FOOD¢£) ON EACH SIDE FASIQIE➢ W/ (B) 114 % 5/6' S.NS A 1 REST HOPED. ANIXE/TASIFNEO TO 'L m m m .090 INK. My. STEEL ADJUSTABLE SOLI &INo µO Tll FVL BPKXa INCIE M11H � SLIDE FASTENED TO BRACKET -- A J (2) f /4-20 % 5/5' BOLT h NO )' < W/ 5/I6-1B X ]/Y HIX HEAD - -- HORZ 1RACK LENGTH = OPEIIWG HEIGHT PLUS 12' A S F M. SCREWS & NOS. _ C G�`C TOP Est" T _ _ 6 w (STFNOARD) vE"NIM TRMK �i O i, 0 G m _ TOP BRACKET 14 G0. GALV. SITE. TRACK 2-1/8' % I' X .080' LOW HUDR(WY�DWH SECTION A -A aao< HORIZONA1 REINFORC¢1FNI Q p 1/2' X 1-3/C X JOGS TORYEO STE¢ a 0 TO PµE1 µD FASTENED TO 2' X 5-1/2' X A04' VERTICAL STILES WGH GPLV. 52¢ (2) 3/I6' POP RrvE15 TOP RACIER BPACKET (DOUBLE) ON FALM SIDE FASTENED W/ (4) #14 % 5/B' S.MS. HORIZONTAL REINFIGMEMEW FOR LON RUWtOOM DOOR OPNON PRODUCT RENEWED 1/2- X 1-3/4' %.056' FORMED STE¢ d9 complying WIN the Florida G W FD TD Pµ¢ µD FASTENED TO Ouildin9 Cod. O VERTICN. STILES YOIH ROA-N0. 10-0301.OT (2) 3/16' POP RIVETS 5/I6'MEEING RO By1raDCa De 0311012023 w O 1-13/16' DA RACIER W/ TEN � z s By ldam4 P..act GareaH O ^ o' 1/<' HARDENED STE¢ BYI. BEWNC9 N ME WREENED INNER & OWIR BRACES IT 00 0 n '- T/W DR X 9-1/4' LONG WIDENED Sl N 0 0 g 2' X 3-1//2' X 12 G4 TRACK BRMKES MWDU[EREYply b z WNNECiFb TO TRACX c - M1D1 TWO 1/4' BOL15 & MS. �uPO N0Tk F441d4 0 6 �; OPTION& NSUTADOIS: By •owIA4T PROoIILTS HC. AragyrYNe IJ�O }, I(, [ry&ytr�(yt< iITpl dr E m c I50-25 POLY-ISOCYANURRIE 10 PIN'6 Y It'�__ 1 U m 9 ry CEN91Y a ROA /16-110G.04 ` � ..y�...���"�.. y O G n N Ofl M 'CFl IOFMM NOHIN NAFRIPi' .a01�lISV MNyDp�'� N O Z (05 p0 m L o m DENSITY - 1.03 PCP In`• RDA /15-12W.04 m< OR a 11DISUmn Lit, O�Sr DEWHY - 0.92 PCF O N.OA 112-D221.06 8 Q $Ly. ' 11 G W' Y. STIR ROLLER HINGES F)kTDVED W/ (6) 114 % 5/8' SUS IRN..U24' ROLL FORMED STEED. PANEL TRACK CONFlGURATON u �• DIRWNW11TY G OG-40 MM. Pit MEN ANDBIXED-ONK51 POLTSTER PAIRED TOP COAT u. `o :: w _ APPLIED TO BOTH GOES OF SIRL VERTICAL LIFT HIGH LIFE STANDARD LIFE LOW HEADROOM ' - TRACK OPTIONS - o B 9121 / BOTTOM DRAGNETF STENED W/ (4) 114 X 5/6' sus AVAILABLE _ w"1l/A .\'PJP ..M. ` :De BOTTOM SEAL OPRONS SEE SHEET 4 IG ' ;•�Vl�C drOvin9 no. SECTION A -A TEOF ••. .OR�9Wy`\�; 99-24 SEE SHEET 2 FOR LOCATION /AS OF REINFORCING TRUSSES IFp 1111 tE\\ sheet 3of 5 2 MCI) / L' 1 \ 1— ' S. OOC. NNL I MOD OPTION 'A' V OPTION 'B' \�=� WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIRC GRAN S13=0.55 MIN.) T E INSVA TON MERIODS SHOWN ABOVE SHOWS 2K6 SYP WOOD BUCK ATTACHMEW TO W000 SNYUCRIRES. F THESE METHODS ARE EOLIU MED NO ADDIB]NV. FPICVIATONS/DESIGN MIL BE RUUDRM MR DESIGN OF GAMOE DOOR .WCHOPFOE. FOR DOOR REPLACEMENT PPPUGPONS WITH NO ENGINEER OF RECORD. INSTP JION MAY BE MERRIER AND APPROJED BY THE BUILDING OFPM- UPON WSPECTION. WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2x6 SYP WOOD .WARS WMCN SHNL BE ANCHORED TO GRWIED RFWNRCED MASONRY BLOCK WP11 OR CONC. COLUMN WITH 1/4' ULTMCAN BY 'ELCO' WITH SPACING OF 6' O.C. ITO GROUT FILLED BLOCK Will. WRH 2-1 4' MR. WSW )' O.0E. WIT . IWO DODO PSI CONCRETE. I-3/4' MI . EMBED 2-1/2' MIN. ME DISAANCE 1/4' TWPER BY 'POWERS' WON SPACNG OF l' O.C. W10 GROUT FLUID GLOCK WALLLL. WITH 1-1/2' MIN. EMBED V O.C. INTO COO P9 CONCRETE. WITH 1-3/4' PAIN. MOM S ME ME DISTANCE 3/8' CONFLDI BY 'ELVY OR 3/8' LOT BY'RW WITH SPACING OF 11' O.C. WTO 30OO M CONCRETE, WITH 2-1/3' MIN, WSW 3' MIN. EDGE DISTANCE 3/e' KC SIEVE BY'HILW WITH SPACM OF )' O.C. Wr0 DOW PSI CONCRETE. WITH 1-1/4' MIN. EMBED AND 2-1/2' MM. ME DISTMCE PREPARATION OF JAMBS BY OTHERS MR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEOWDY OF SUPPO ING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF TSCORD. DOOR [NSF TION MAY BE REVIEWED AND APPROVED BY 01IDOF OFFK:W. UPON INSPECTION. WKIWM EXTER fl(!) LOAD PER J 13 - (19.16' x 55 PSF)/2 - 499.4 Urs per F. MAXIMUM WIEPoDR(-) LOAD PER RMB - (18.16' x 64 PSP)/2 - 581.1 Lbs Per R. /0 x 1' SELF DRIWNC SCREWS OR 3/16' RNEX' STEEL RIVETS MULTWNIP W/ DOME NOV) AT W O.C. 1/2" K W'STRIP RUBBER WRRtIPPINO— 050 1 ByD .2Y4 .534 .)DO 348 —� STEM STRJCRME BY OTHERS 5/16' X 1-5/6' MUST SUPPORT WE LOADS IMPOSED TAG SCREWS BY DOOR 51'STOW AT 6' O.C. 5/16' CA BOLTS r WRH WASHER k NUT AT IY O.C. MAY I1-1/2' ,71/2' DON}.4SR 12 G4 GA MT BRAG 1/16�2--111/D2S AT 6' 0D AT 10'0: AT IY O.G Ml _ CORNECE PnROOUCTRENEWED pwe im 0a Florian NOA-g CafOA-Na. 78-0301.07 EKVLmnonD 03/10)2023 By Mlnml-O Pratlua! Canlml W/ (3) 9 x .Om' SCREWS Z m m STEEL RVETS D ^ COME NOW 3F i tWv 0 0� 0.p D�pIIW e o p , � p ncoS liC u"WIc' � Ii m zo 0 J pro Q u�m3 ANCHORS STRUCTURE EMBED SPACING ME GIST. ] 0 HLC SIfLVE IC. 1-1 46' 2-1 2 3 0 COW. GY B OCN J B DYNPBCI.T NG W�� 1-1 2 6' 3-3 4 N0. 2' 2-1 2 BYNC. I-1 2 6' ]' CONCRETE 1'0 = 3000 PSI MIN. b90 GROUT FILLED BMIIL I'm - 2" P9 MIN. 14 W Y 115 KT'x 14 GA GALV. SifFl TRACK FA/ST (E pN �ED i0 TRACKKBPIATES SICE SLO1'fflI1NS k LOCK TRH X0. lo TO CONCRETE Mo F1LI rT BLOCK c` J� MIOeUCFM6VpSi . )P•VLEN3E e m.lMylrFwXM D<RwYs � �pp.re n. 17-D�1S•IG = nplrnme�t"TLI u, _ .i 4 � � 6iAV dW P TAIEOF Y•j s9 2 tlrowin9 no. 99-24 sheet 40f 5 � _ CHASTE COMPLIES WITH CHAPTER 48 OF FB .500 �•--�.250 �� ff�w ay J 3 IR PANEL GE SEE EVIDENCE PAGE m GA (L24) rIE¢ MN. Z 4 m O I.765 I.725 ?n 31 116' DW WASHER 0 ... 0 PRODUCT RENEWED D.IWu as plying wiN M. Dafida 8uI101n0 Colo D C Y1M. NOw-No. 18-0301.07 °o D 3/8' FROM ENDS Espimlion WH012023 I .IJB 1- � BW a g D D AND J' O.C. E4O WOW. mom BY Miami-oa vrodud Control %: EXTERIOR FRAME =INTERIOR FRAME 0 d ¢ 4 �(4) i I MA%.6 RIGID PVC ONE PIECE INIECIION RIGID P✓C ONE PIECE INJECRON � i 0 n LL u PB x 3/4' SMS O 1-3/8. FROM ENDS 'S MD 6-1/2O.C. WVC j LL A� 8 C% � ! % l % O 175 % .062 OEFP GROOVE • n 1/C Pp.MM6IXUTE IDWI Lij ��/, Y / � O O 0 p 8f'SADc INNWATNE PVSIICs' Nu /15-0915.00 0. V I O W y DZro„ � o n O Gns x .os2 DEEP i (4) Pa x s/4' sMs a 1-3/8' FWM DIM INSIDE ELEVATION' RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS u oDDCf REV16� mWp6�oN5 beme1b5 `g g �.a WINDOW LRES CAN BE IN ANY LOCATION IN DOOR SECTION p yaeKryo I7-D979./0 BB % 3/4' sms'I © .a 1/2'mD.C. lWC �CR008£.175 .062 DEEP OPIr°Or prtc I ,_ Ib (1•••• . Wr.�%.- o µ 3/8: MM DI5 __ I,;,J t 4y11 `151tl1111�I17 Gi m 6xsp':?% �. 7/I6' DA WISHER 8 ODOR Punt EXTERIOR ' 24 Gl (.024) = MIN. IR PNui 15/16' YIN. D.L OPG. O OWOw; � � dmwin9 no. CA (.024) $REEL MM. GUZINC fillE O �` 99-24 WINDOW m0M I ONAI EyL`�� IRIIRIII11111 ` sneM Sof 5 M1AM�•DADE APR 2 6 2018 /COROL DE COUNTY ® ST. LOCI@ COUfifq; pPPP01tYIng PROL SECTION eet, Room208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) a 33175-2474 BOARD AND CODE ADMINISTRATION DIISION T(7886) 315-2599 NOTICE OF ACCEPTANCE OA . ov/eeonom DAB Door Company, Inc. 12195 NW 98' Ave ue Hialeah Gardens, 33018 SCOPE: This NOA is being issued der the applicable rules and regulations govemiyg the use of construction materials. The documentation submitted h been reviewed and accepted by Miami -Dade ounty RER-Product Control Section to be used in Miami Dade County d other areas where allowed by the A 6 , Having Jurisdiction (AHJ). This NOA shall not be valid aft r the expiration date stated below. Th iami-Dade County Product Control Section (In Miami Dade County) and/or the J (in areas other than Miami D e County) reserve the right to have this product or material tested for quality assura a purposes. If this product or aterial fails to perform in the accepted manner, the manufacturer will incur the expens of such testing and the AHJ ay immediately revoke, modify, or suspend the use of such product or material within the' 'urisdiction. RER rese es the right to revoke this acceptance, if it is determined by Miami -Dade County Product Con of Section that this roduct or material fails to meet the requirements of the applicable building code. This product is approved as described her in and has including the High Velocity Hurricane Zon DESCRIPTION: Hurricane Master® od with Window Lite Option (DP +55.0,-6 0 S. APPROVAL DOCUMENT: Drawing N . 9-, and last revised on AUG 17, 2017, sheet It t sealed by Javad Ahmad, P.E., bearing a Miam Notice of Acceptance number and a ration dat NUssILE IMPACT RATING: rge and Sin designed to comply with the Florida Building Code, Steel Sectional Garage Door up to 18'-2" Wide Rev L, titled "Sectional Garage Door", dated 09/22/1999 15 of 5, prepared by AI-Farooq Corporation, signed and lade County Product Control Revision stamp with the )y the Miami -Dade County Product Control Section. Missile Impact Resistant LABELING: A permanent labe vith the manufact er's name or logo, manufacturing address, model number, the positive and negati a design pressure rat , indicate impact rated if applicable, installation instruction drawing reference umber, approval numbe NOA), the applicable test standards, and the statement reading `Miami-D de County Product Control pproved' is to be located on the door's side track, bottom angle, or inner surf a of a panel. RENEWAL of this NO shall be considered after a renewal app "cation has been filed and there has been no change in the applicable buildim, ode negatively affecting the performance f this product. TERMINATION o this NOA will occur after the expiration date o 'f there has been a revision or change in the materials, use, and/or anufacture of the product or process. Misuse oft ' NOA as an endorsement of any product, for sales, advertising o any other pu poses shall automatically terminate this A. Failure to comply with any section of this NOA shall be ause for termination and removal of NOA. ADVERTISFAIM The NOA number preceded by the words Miami -Da County, Florida, and followed by the expiration dat ay be displayed in advertising literature. If any portion of the N u displayed, then it shall be done in its entirety. 1NSPECMN: A copy of this entire NOA shall be provided to the user by the manufa ter or its distributors and shall be availlable for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0317.05 and consists of this page 1 and evidence pages -1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. N A No.17-0919.10 MIAMIDADE COUNT' 1 . • •., , Expiration Date: March 10, 2015 Approval Date: December 14, 2017 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 99-24, titled "Sectional Garage Door", dated 09/22/1999, with last revision K dated 03/09/2015, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0324.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Residential Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. I4ETI-08-2133A and B, dated 06/10/2008, signed and sealed by Candido F. Font, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08- 2149A/B, dated 06127/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08-1106.05" 3. Test report on Tensile Test per ASTM E 8 of the above sectional garage door's skin, prepared by Hurricane Engineering & Testing, Inc, Test Report No. HETI-08-T1391A, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted underNOA # 03-0210.04" 4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.11" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0324.07" 2. Anchor verification calculations and structural analysis prepared by Al-Farooq Corporation, complying with F.B.0 2004/2007, dated 01/20/2009, signed and sealed by Humayoun Farooq, P.E. Is aq I. Chanda, P.E. Product Control Examiner NOA No. 17-0919.10 Expiration Date: March 10, 2018 Approval Date: December 14, 2017 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont) "Submitted under NOA # 08-1106.05" 3. Anchor verification calculations and structural analysis prepared by Al-Farooq Corporation, complying with F.B.0 2004/2007, dated 08125/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. I1-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 11110/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G155 of "PVC Extrusion Material', prepared by Hurricane Engineering & Testing, Inc., Report No. NETT 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material', prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Bum Test and Smoke Density Test of "REHAU non -foam PVC extrusion material', prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Submitted under NOA 4 14-0814.11 " 1. Statement letter of code conformance to the 5' edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. fag \ . LIA(, .� Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0919.10 Expiration Date: March 10, 2018 Approval Date: December 14, 2017 E -2 DAB Door Comnany, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 99-24 Rev L, titled "Sectional Garage Door", dated 09/22/1999 and last revised on AUG 17, 2017, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes to comply with FBC 2017. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/2912022. 2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-Cl Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/17/2018. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5'h Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated 08/01/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA #15-0317.05, expiring 03/10/18. ISI,«•c � • Isbaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0919.10 Expiration Date: March 10, 2018 Approval Date: December 14, 2017 E -3 7-1/2• X 3' X .120• GALV. STEEL ENT) ROVER HINGE WGHOUT DELRON SIEEYE (STD.) B 0 WITH DELRON SLEEVE (OPTIONAL) O 7-1/2' X 2-1/4• X 10 GA 000 O GVLV. STEEL CENTER HINGE W/ (4) j14 X 5/B• SMS 00 D WDHOUT DELRON SLEEVE (STD.) 0 7-1/2• X 2-1/4' X .071• O GALV. STEEL CENTER HINGE 0 W/ (4) /14 X 5/9' SMS WITH DEMON SLEEVE (OPTIONAL) O LOCK 114 X 1/3 SMS 2/ ODOR -- 4 FOR HINGE CENTE 1 e \`I 3/4-LATCIN X 3/16' TIN. E ; STMIDA)RD LOCK SPRING LOADED SUDS BOLT (Bow SIDES) FASTENED W/ (4) !1a x 1/2' SMS r 5/B' MIN. LOCK ENGAGEMENT f CONFORMS TO SECTION 101 REGARDING B ��� QORAGE DOORS 6-1/4• X hi/2' X 1 1/2' STEEL PLATE C 115' THK -- - --- WRH (a) /14 R 5/6• SMS .120 CIA mv, AIRCRAFT TYPE CABLE 9 NICO-PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 0 ° Tf sys ATI BOTTOM BRACKET OF jFASN DOORI FOR Y TRACK °s 21 CAMS 2r Ia m FIN TOP FT)NRE 5-1/2• X 2-3/4• X OX STEEL PLATE WTM ONE 5/16-18 MS W/ NUT FASTENED TO END SDLE MIR (6) 114 X 3/4' SELF DRILNC SCREWS r.FNrrR cnl Fc OPTIONAL DOOR NEWER ANY CENTER STILE TO BE INSTALLED AT? II)�A111�T�AIIII)�dI11h�Alllh�dlllli�i11111(�Allll.�dl nl,�lllL�1►'�J v�v I IL�JI I��I I�IL�J ea�B IIIU�i IIVi-4111U�41111i�41111%i III li�i i�Vllll►�41� �il�ii011U�411Di�4111V�4111V�41ElU�llllh41111��1i� II i I I IMRI I�0I I p � I ��� II�II I III hI) I II��IIII ICI I IhII � OPENING MEA NOT TO E)(CEED I AXI(. DOOR WIDTH INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR RATING = + 55.0 PSP - 64.0 PSF E MAY BE USED Ae V,N° 19-0514-10 DAB DOORS INC. e2pnx..D.n r�rnLT l� HMrricone Moslere Model 824/811 HE REDUIFOMENTS OF RORID4 s \%I, ��' M°R' Sind w Lit.' X ;on High TM-m3 FOR HYHZ AND syy a,y Wilk Window Llla OpliOn GENERAL NOTES THIS PRODUCT IS RATED FOR LARGE MISSILE IMPAC 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WIM THE REQUIREMENTS OF THE 2014 (STH EDMON)/2017 (GTH EDMON) FLORDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE ONTIZ). 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE DIDM MATERIAL SHALL BE BEYOND WPLL DRESSING OR STUCCO.STIE + ' 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. OR TINL11111111NAN S/B' SMS a, "AUffERIN.SIW INCLUDING BUT NOT UNITED TO STEELERIALS SCREWS, THAT ` A COME INTO CONTACT WITH OTHER DISSIMILAR 'MATERIALS SHALL MEET THE 3/6' LONG REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. ,� %Q'• VOEk ''% S. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION - FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF SUCDII2E RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR M WATER INFILTRATION RESISTANCE ETC. .0• :. ONFAOI 510E of DOOR CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, - OUTSIDE KEYED LOCK (OPTIONALT AND TO BE REVIEWED BY BUILDING OFFICIAL dot •. ATE OF LOCK BAR LOCKNG SIDWN 6. MANUFACRJRER'S LABEL SHALL BE LOCATED ON A READILY NSIBLE LOCATION ^CZ,•tV OR10�. �� ALTERNATE i0 SPRING LOADED SURE BOLT IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LOOKS SHOWN ABOVE LABELING TO COMPLY WIN SECTION 1709.9.2. A NNp III ULp Z m12 Q 0 o o�p � O 0 ° 0 a�r� g mh OQUE a =� F ug8 \ $ Uu cxfix ' ^ O I �g O' OF§ 65�m p — #'t ayo _ iB ioolg. $O �V Z N t.x� � NJ m • C q•$$y3j� e�p m X �mH \ \Arl Flo ap ���8 so S. $� �, � Au30 Sq�B9� $A g y ' �. OxS q FL A ^o_ S a m P s HH A 41 � •3�N TyY xv�� y c$ox I "boo ^ poi x� N 00o :Fa p e mFx HSU y o IIIIrrlrrr `` $ F F3 unu, I t4 ' ........Q o p / E FI A (O d 0. (O e, N 'O '0 �° Bs xm. noe J Boa Ca.10.1. I I.QI.I. escri me - xa crw.¢e lns sY¢r xo cwwc rxs SxLEr SECTIONAL GARAGE DOOR DAB Door Com an , P Y A[ FAROOQ CORPORATION ENO11%1 I & PRODOOr DWMOPMF ;M SUNSET DR 0 su �yO p T O N xn rAwB v uos.0 Bormv sw ovlDx wom 12195 Hialeah N.W. 9BIM1 AVB. Gardens, Fl. 33018 01 MIAMI,r R1DA 331T9 (FA.N ZIII")n loo rAx.ISB�1BFesre ]QSB) C o µt mo:.:l NW1fD m AI) IBC TeC 900 1!I .....I faa: J(IS J83-93)1 ( ) ( ) G4RAG 99-2ADAB W60Ed93FTAf6T DIT"�6R9LS DR�1'SIR k � I o-LI'NwwNo�+v gWiap �H+�[tpww3 oss3Aannnvow V-V NOLMS _ .-.lxardl M0tl3A S L1 .9/5 x OZ-1/1 (Z) MW A 110af%f % 91-8/C /M V 'MOO Ol oJN3 d TONV 'ME .Z 1V S3tl f 1V SM I .Z/1-I 1V Saum oMl HHM 1:UGH Ol Ma m 1 S V ZWON .0 /1 x Z x Z '"udns mT zwoH S Son OM3 8 0JN13H d0 NOMWOI NOJ Z Mw I SMOadO T S MUGS SNS .9/9 % f11 (f) /M 03N3LNd J3xoVtls H01105 '1331S 'AWO VD 11 13 JO MGS Hlaa Ol 03nd" 1= d01 MINW8 H315A10d NO-MWO W MEW HHM ISM C e HION M oL 'MN of-O A o oMMVtla 13NVd MM MMOJ TON .>ZO' 'NIN SNS .9/9 % fl/ (9) /M 03N3 J S30NIH HM08 l Nl 'Aln W 11 9QIZZ0-L11 WE J0 Z5'0 - A wa tlo f0'COZI-SI/ YO'N Jad CWI - AOSN30 so f0'5011-91f YO'N JJd OZ - Al o 3l0'dnM'A I-Alod 9Z-M sNUPOMM WNOUO 9tl tk11Li311 s1YJtl dOd .91 tl000 w00tl0VJN MOl tl0! ✓��ns�war .B/S % W 11) /M a3N315YJ 003 NO (TOnaa) S13N2 Ol I [ B .Ztl/T10H d0113J1S 'AT am031-9 % .Z 03N31SVJ N A % OMI \ 9315 Wtl01 .SSO' o VOOO HwO x MOl SHIN A SM UOS "O MJH IC?H .HC x 91-91/S /M J3)IaYda O1 03N3 A 3ans 31SVZM Y 193Z 'A1M 'xHl 060' 's'M's .9/9 x f1/ (9) /M 03NJIA'! 1 SL3NH 3 N. 1/2' X LEIIENF l I� GE /8 % 1' FORMED SIEEil ��f d GIST. ' 1-1/2' MIN. BOUT MILLING s,,m OR Is X W _ Z F OISi. 5 m 3/16"RNEX' STEEL RNETS SELF DRIWNG SCREWS OR Z n �3 I I gm • . MUIDCRP W/ COME HUD 3/16' 'RN STEEL RWS mrpm O ^ N $ ;m Apo Al 49' D.C. MULTGRIP W/ COME HUD f Q S REINFORCEMENT AT 48' O.C. p, 6 ` 1/2_ % 1-3/4' % O ` p FORMED STEEL O O d O IL Is 2BY 1/4' OIA V4 SCRVAS 2B1. I/4- pi VL SCREM Is WINO AT 6' FROM ENDS WOOD BU AT 6' FROM ENDS m n AND 9' D.C. MAX I AND 9' O.C. NVOL r � I STRV�MPOMINUM O W P MAPTER Q e 6 STEM O p .6 O O ¢ RUBBER W'STRIPPING RUBBER w'SRRWPWG Q o N QWy OW '�-1 .040 L.T' L�21 1�21 Sa8 J pZ N �I Q a .224 I_r W E C OPTION 'AOPTION 'B' BOTTOM SEAL OPTIONS rc X WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) 0 O ti m $ DIE INSTA =N METHODS SHOWN ADWE SHOVIS 2X6 SYP WOOD BUCK ATTACHMENT yt c o n . TO STRUCTURES. FS IF THESE METHODS ARE FOLLOWED NO AODILIONAL CALWUnONS/OESICN ¢ T n 4 WILL BE BE REQUIRED MR GESIGN OF GNUGE DOOR ANCHORAGE. gNCWR SPACING LL FOR DOOR REPIACEMENT APP=10,xS WOH ER NO ENGINEOF RECORD. INSTALIATON MAY BE OFFICIAL UPON ANCHORS STPIICNRE EMBED BRAD R•G EDLE DLSf. O paL VERIFIED AND APPROVED BY THE BUILDING INSPECTION. 3 B HLC BLELVE BY Hlln CONC. 1-1 4 6' 2-1 2 E m p 3 8 CONRIX BY I. FILLID BLOCK JJ 4 Z U p) O i 5/I6' % 1-5/8' —MUST STEEL SRRUCNRE BY O111ER5 1 a' OTIABOLT BY 3 8 POWER -BOLT W PDWERS SUPPORT THE LOADB IMPOSED 1-1 2 6' 3-3 4 LONG. 2' 6' 2-1 2 _O O C9 UG SCREWS BY DOOR SMEM J 6 SLEEVE -ALL BY SIMP50 CONC, 1-1 2 8' J' p Z AT 6' O.C. CONCRETE rc = 3000 PSI MIN. m a m C-9O CROUP FILLED BLOCK I'm = YWO PSI MIN. mm o ' 5/16" DLt BOLTS WITH WASHER d: NUT r Q av b �•• AT 12' O.C. M1)C EDGE DIST. O WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X8 SNP MOD JAMBS WHICH SMALL BE ANCHORED TO GROUIEO R]NFORCED MASONRY BLOCK WAU OR CONC. COLUMN WITH L 1/4' ULTMCON 8Y 'IBURY WTLH SPACING OF I I 1^/2.J 1-1 /4' % 2-1/2' % 14 GA 1-1/2' CtlM' STEF= MiGIE h1/2' 8 g GG ^ @ e 6. O.C. INTO GROUT FILLED BLOCK WAIL WITH 2-1/4' MIN. EMBED T' �" 2 OD. WTD WW PSI CONCRETE. W6H 1-3/4' MIN. EMBED 2-1/2' MIN. EDGE DISTANCE 12 GA GALV. STEEL PUT BRACKETS 33' LONG M FF _ 1/16' X 2-1/2 1/4' TAPPER BY 'POWERS' WITH SPACING OF FILLET WEI➢S AT 6" O.C. IN DOOR OPNG. 2-1 0' X 1' % 14 GA J 1RALC u G 3 4' O.C. IN10 GROUT FILLED BLOCK WAIL WBH 1-1/2' MIN, EMBED AT 12' O.C. M. AT 18' O.C. PROVE DOOR OPNG. CONNECTED TO CONT. ANGE yG/A1 ' ;SETEEL i 5 O.C. INTO 3WO PM CONCRETE. WRN 1-3/4' MIN. EMBED SL (I21 %4--20%5/' TRUSS NO, 3' MR. EDGE 017MCE W/ (3) SPOT WE1D5 AT EACH SIDE SLO GM S. h LOCI( NUT 3/8' CONFEE% BY'D.CO' OR CONlINIlOL15 ANGI£ TM[N REl'ffiSE�Q( CONRNL✓NJS Auf.IF TRs[K C' y - - 3/9' IDT BY 'ITW WITH SPACING DF TO WOOD BUCK ID ME L TO CONCRETE AND Fl I�m_BLOCK O a e ^q fl o Il' O.C. INTO DOW PSI CONCRETE• WITH 2-1/2' MIN EMBED x - p = 3' MIN. EDGE DISTANCE �` 31W HLC SLEEVE BY Wmn' WITH SPACING OF ALTERNATE TRACK INSTALLATION T' O.C. IWO 3000 PSI CONCRETE. WlN 1-1/C MIN. EMBED AND 'V `11111111GG11a�1�1AAAA 2-1/2' MVl EDGE DISTANCES ♦N J�, ;�rD� PREPARATION OF JAMBS BY OTHERS WRBBOC(MEY� `�`'P' JG�Bf'•., FOR NEW CONSIRUCDON ENGINEER OF RECORD OR ARCHITECT TO VERIFY beYiep 'Wa T �_ L• ADEOWLY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR I T.0=e15'. Lt _- : _ Is 3 SYSTEM. N nMMA DY4 • IN[T[A MR R REPEZEMENT REIROFB BULOINGS WTRI NO ENGINEER OF 0.b RECORD. WOR INSTAL DON MAY BE RCAEVRD AND APPROKD BY BUILDING DFICIAL UPON INSPECTION. ` BKrYP - •, W� ATEOF [(A` % : drawing nD. S • Oprok ® 99-24 MAXIMUM EXTDNKIR(H) LOAD PER .OMB - (USAG' % 55 PSF)/2 - 499.4 Us per n 1, I XL MAXIMUM INTERIOR(-) LCMD PER JAMB - (18.16' X 64 P5F)/2 - 581.1 Us per R AA111111111%0 sheet 4pi 5 �1 ,114 1m .U4) SREL WIN. DA WASHER % J/4- sMs 1/e• FROM ENDS —1/2- O.C. M. .062 DEEP DDP 16- 00. WASHER PANEL (.024) SIEfl MIN. LEYAN PIASIICS' sus I ENDS :. W. PLASTIC COMPOES WITH r.66D r--r.2e0 CHAPTER 26 OF FBC Ey SEE EVIDENCE PAGE F� ' I.765 I.)}S 6 OHO o G„� p o luG I---.em p • fICTFRIOR FRAME •INTERIOR FRAME NGID PJC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTIO.Y Q LL zm_o ¢b['mud �fd 0 K of ^ w e o cun� o5G orn `oS 5 030 w o In l S F fiLULL-All ' � j INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LRES CAN BE IN ANY LOCATION IN DOOR SECTION r L..I I ._s GARAGE DOOR DESIGN PRESSURES TABLE 1609.3.1 WIND SPEED CONVERSIONSa'*° /1 V,,, 100 110 120. 130 340 150 160 170 1 180 1 190 200 V d 78 85 93 1 101 1 108 116 124 132 139 147 155 ForSr: I mOeperb6ur=0.44wds. a Linear.tntapoladon ispermitted. b. V,,,=no®rlal design wind spe.ed applicable -to metbods.speciti@d inExceptlpng l rhrougb 5.of.Swdan 1609.1.1. e. V, =NGmete design wind speeds determined from Figtm. 11609A, 1604B; or 1609C. TABLE, 1609.7(1) NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WRH A'MEANROOF tkmw OF w FEEL LOCATED IftEXPOSURE-B (PSF)';'s • a ULTIMATE -DESIGN WIND SPEED (V)%DETERMINED'IN-ACCORDANCE WITH SECTION 1609:3(MPH -3 SECOND GU T) Wit)IY H410M * 100MPH 110MPH 420 MPH ISO MPH 140 MPH- 160 MPH IWIMPH 170 MPH ISOMPH 190 NPH 2a MM an m) Raef Angle 0-10 degrees 8 8 8.7-9.9 10.5-11.9 12.5-142 14.7-16.6: 17.1-19.3 19.6-222 22.3-25.2 281 -,285 28.2-31.9 31.4-35.5 34.8-39.4 1 10 10 8A-9A 102-11A 12.1-13:6 14.2-16.0 16:6=18.5 109-212 27.3 773-30.6 30.4-34.1 133.7-37.8 14 14 B0-8.9 9.7-10.8 11.5-12.8 133-15.0 15.7-17.4__ 19.0-20.0 =25.7 25.9-28.8 283-32.1 I32.0-35.6 Roof Angle > 10 dognmo 9 7 9.6 -10.9 11A-12.9 13.7-355 16.1-18.2 183-209 213-24.1 243-275 27.6-312 30.6-34.6 34.2-38.6 38.0-43.0 16 7 92-]0.3 10.9-12.2 13.1-146 153-17.2 17.7-19.7. 20A-22.7 23.3-26. 26.4-29.4 293-32.6 1 32.7-36.5 36A-40.6 78ItffH 85 MPH .93 MPH 101 MPH 108MPH; 116MPH' 424 MPH 132""'"! 139.MPH 147 MPH 155 MPH For SI: 1 fe6t.=304.8 nun, 1 niHeperhour = TABLE.1609.7(2)ADJUSTMENT FACTOR.FOWBUILDING HEIGHT'AND'EXP66(lim (A). EXPOSUREfdFAN.ROOFHEiOfR'(fe0t) 8 C IS 1.00 1.21 1,47 20 1.00 '1:29 55 25 1.00 1.35 ( 1.6r 30 1:00 1.40 1`:6G 35 .1.05 1.45 1.70 40 1.09 1.49 ; 134 45 1.12 1-53 ,. 1,78 50 1.16 1.56 1.81 55 1.19 159 1:84 60 1.22 1.62 L87 pc:Secdou I(1d93.1 e laadaSs.^,�+?i�l with the lower eff 've area. 1609.7(2) act shallbe garage garage number, indicate if a' plicable, d g g6 door unb ymav be nat is used on the ]abalghe.door installer or-1 r<man*ctuterahall mark the selectrd.comp checklist thet.are iequired;to assemble an. age door system The installation instruction vided and availeble ornthe job site. on 0 1 i MIAMI-DADE MIAMI-DARE COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT Oh REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE {NO ) RECEIVED www.miamidade.Qov/economy DAB Door Company, Inc. APR 2 5 2018 12195 NW 98`h Avenue Hialeah Gardens, IT 33018 ST. Lucie County, Parmltting SCOPE: This NOA is being issued trader th applicable rules and regulations governing the use construction materials. The documentation submitted has been r viewed and accepted by Miami -Dade County -Product Control Section to be used in Miami Dade County and oth areas where allowed by the Authority Ha . g Jurisdiction (AHJ). This NOA shall not be valid after the xpiration date stated below. The Miami ade County Product Control Section (In Miami Dade County) and/or the AHJ ' areas other than Miami Dade Cc ty) reserve the right to have this product or material tested for quality assurance p oses. If this product or mate ' fails to perform in the accepted manner, the manufacturer will incur the expense of s h testing and the AHJ may' ediately revoke, modify, or suspend the use of such product or material within their juri iction. RER reserves t right to revoke this acceptance, if it is determined by Miami -Dade County Product Control ection that this pro ct or material fails to meet the requirements of the applicable building code. This product is approved as described herein, nd has been d igned to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Hurricane Master® del 8 /811 Steel Sectional Garage Door up to 18'-2" Wide with Window Lite Option (DP +55.0, -64. PS APPROVAL DOCUMENT: Drawing No. 9 -24 Rev L, titled "Sectional Garage Door", dated 09/22/1999 and last revised on AUG 17, 2017, sheets 1 r ugh 5 of 5, prepared by AI-Farooq Corporation, signed and sealed by Javad Abroad, P.E., bearing the iam Dade County Product Control Revision stamp with the Notice of Acceptance number and expi ton dat by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Lar a and Sm t1 Missile Impact Resistant LABELING: A permanent label ' h the manufac rer's name or logo, manufacturing address, mode] number, the positive and negative esign pressure rat g, indicate impact rated if applicable, installation instruction drawing reference n ber, approval numb (NOA), the applicable test standards, and the statement reading `Miami -Dad County Product Conir Approved' is to be located on the door's side track, bottom angle, or inner surfac of a panel. RENEWAL of this N0A sh 1 e considered after a renewal plication has been filed and there has been no change in the applicable building cc negatively affecting the perform cc of this product. TERMINATION of thi NOA will occur after the expiration d e or if there has been a revision or change in the materials, use, and/or ma ufacture of the product or process. Misus of this NOA as an endorsement of any product, for sales, advertising or another purposes shall automatically terminate his NOA. Failure to comply with any section of this NOA shall be catifie for termination and removal of NOA. ADVERTISE :The NOA number preceded by the words mi-Dade County, Florida, and followed by the expirat on date m be displayed n advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTIO : A copy of this entire NOA shall be provided to the user b he manufacturer or its distributors and shall be avail le for inspection at the job site at the request of the Building O �cial. This NOA evises NOA # 15-0317.05 and consists of this page 1 and evt2lpnce pages E-1, E-2 and E-3, as well as app oval document mentioned above. \ The submi ed documentation was reviewed by Isbaq I. Chanda, P.E. NOA No.17-091.9:10 nwnt on oe couNrr Expiration Date: March 10, 2018 Approval Date: December 14, 2017 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 99-24, titled "Sectional Garage Door", dated 09/22/1999, with last revision K dated 03/09/2015, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0324.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Residential Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. BETI-08-2133A and B, dated 06/10/2008, signed and sealed by Candido F. Font, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. BETI-08- 2149AB, dated 06127/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08-1106.05" 3. Test report on Tensile Test per ASTM E 8 of the above sectional garage door's skin, prepared by Hurricane Engineering & Testing, Inc, Test Report No. IIETI-08-T139/A, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 03-0210.04" 4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.11 " 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. "Submitted underNOA # 09-0324.07" 2. Anchor verification calculations and structural analysis prepared by Al-Farooq Corporation, complying with F.B.0 2004/2007, dated 01/20/2009, signed and sealed by Humayoun Farooq, P.E. I. LAAGH Is aq I. Chanda, P.E. Product Control Examiner NOA No. 17-0919.10 Expiration Date: March 10, 2018 Approval Date; December 14, 2017 E-1 DAB Door Comnanv, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted underNOA # 08-1106.05" 3. Anchor verification calculations and structural analysis prepared by Al-Farooq Corporation, complying with F.B.0 2004/2007, dated 08/25/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-C 1 Polyisocyanurate Insulation, approved on 1Ill 0/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G155 of "PVC Extrusion Material', prepared by Hurricane Engineering & Testing, Inc., Report No. DETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material', prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of"REHAU non -foam PVC extrusion material', prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/0612004, signed and sealed by 1. L. Doldan, P.E. F. STATEMENTS "Submitted under NOA # 14-0814.11" 1. Statement letter of code conformance to the 5`" edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Alunad, P.E. Ishaq I. Chanda, P.E. Product Control Examiner NOA No.17-0919.10 Expiration Date: March 10, 2018 Approval Date: December 14, 2017 E -2 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 99-24 Rev L, titled "Sectional Garage Door", dated 09/22/1999 and last revised on AUG 17, 2017, sheets 1 through 5 of 5, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes to comply with FBC 2017. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their Insalfoam Expanded Polystyrene Insulation, expiring on 11/2912022. 2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-Cl Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/17/2018. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and FBC 2017 (61h Edition), prepared by Al Farooq Corporation, dated 08/01/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA 915-0317.05, expiring 03/10/18. I �ilAG4 \ - Z,4- Isbaq L Chanda, P.E. Product Control Examiner NOA No.17-0919.10 Expiration Date: March 10, 2018 Approval Date: December 14, 2017 E -3 7-1/2- X 3- X .120. GALV. END ROLLER 1 WRNOW DMRON SLEEVE O WRN DELRM SLEEVE (OPTIC o 7-1/2' X 2-1/4° X 18 GA GALV. STEEL CENTER HINGE W/ (4) (14 X 5/B' SMS WITHOUT OELRON SLEEVE (STD.) p 7-1/2' X 2-1/4' X .0]1' G401 STEEL CENTER HWGE p W/ (4) J14 X 5/8' SITS WITH DDF10N SLEEVE (OPNORAL) p 2/ DOOR %114 PEF O iENTER i ° 1 3/4- W X 3/16' THK. HINGE I kTCH 1 STANDARD LOCK SPRING LWCD SLIDE BOLT (BOTH SLOES) FASTENED W/ (4) /14 X 1/2-S.M.S T 5/8' MIN. LOCK MCAGEMEM CONFORMS TO SECTION f006 REGARDING 8 �- 9MAGE DOORS 0-1 % % 1 5' THK--_-- STEEL PLATE 0.115' THK. '--"------ ST Pl NTE WRH (8) 114 X 5/8' SINS JW OW MV. AIRCRAFT TYPE CABLE k NICO-PRESS SLEEVE W/ MIN. 5 M 1 SAFETY FACTOR 0 ° n PIN TOP FIXTURE 5-1/2' X 2-3/4° X 0.1' SLED. PLATE WTRH ONE 5/16-18 MS W/ NUT FASTENED TO END SOLE WRH (6) 014 X 3/4- SELF DRIWNG SCREWS CENTER STILES SEE WH. wT-- OPNONM DOOR Y TO BE INSTALII MY CENTER ---A Tapt E aF 'U' 6Avs AT Feat lxX)6 OPNOKAL VENF COLONLLL DESIGN LOPTONAL RUSH FADE L A ll (3) 5- WIDE AT l' OZ. MAX. WOOD GRAIN DESIGN OPENING AREA NOT TO E%CEED 2D SO. IN. MAN. DOOR WIDTH BOTTOM BRACKET FOR 3' TRACK 18'-2' INSIDE ELEVATION Tymlu;C(IlUrt" ��SIGIN PRESSURE RATING = + ss.o Ps - 64.0 PSF RAISED PANEL EMBOSSED DOOR mLwW6Fe[witl /14 % 3/4' SDS DRIWNG SCREWS MAY BE USED °A°Fl.,ue� rye 1%-010 DAB DOORS INC. IN LIEU OF J % 5/e' SINS Fep'n°Ir0.M1- I Hurricane MosterD Model 824/811 �1 , jr Max. Size e, Lft' X ion High O ° DWR 1FSlW M AI%.GROM'CE WITH THE ISONTEMFNIS OF ROPW L lN�°^ BIRIIINC WOE, TAS-x02, AS-201 k T/5-W3 FOR MMZ.WO WADI WindOM L!Le OPlian ASN E1086-OS ASTM E1996-09, ° THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES (1 -OUTSIDE HANDLE I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WH TH RE ° CENTER SOLE REQUIREMENTS OF THE 2014 (5M MMON)/201] (6TH EDMON) RORIDA O1'JG BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVIIZ). BOTTOM BRACKET Ij(�/)`I{\\y'llll 2. MICHMS SHALL BE CORROSION RMlS(ANF, SPPLED AS SHOWN ON DEFATLS AND P2TALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TD BASE + ) FOR 2' TRACK LWK SAN GUMM MATERVIL SHALL BE BEYOND WML DRESSING OR STUCCO.317 (2) ON wWITH0 STILE 3. A LOAD DURATION INCRE4SE IS USED IN DESIGN OF ANCHORS INFO WOOD ONLY. ° (4) 1111INSOuL4 % 5/8' SY$ \\\1\111111' '. CO ER IW INCLUDING iTH NOT LIMBED IL STEEL./METAL SCREWS, THAT \\ .. l.. COVE HMO COMACI WRH OTHER DLiSMILAR LATERULS SHALL MEET THE \° L°-1/8- % 1-1/8' X 2-3/8' LONG REQUIREMENTS OF THE 2014/2017 FLORIDA ELDG. CODE k ADOPTED STANDARDS. �� �P • VGEH ' LOCK BAR GUIDE ' ° Q 5. THIS PRODUCT APPROVAL 15 GENERIC MID ES DONOT PROVIDE INFORMATION ' (1) ON CENTER SOLE FOR A SITE SPECIFIC PROTECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY - 0592 tei % eW LOq( BM OF SIRUCIVRE RECEIVINGTHIS PRODUCT l SEALING AROUND OPENING MR .32 ETC. 9 gg NOT SHOWN IN THIS GROWING ARE TO BE ANALYZED SEPARATELY, ON DI IN MUCK WATER INFILTRATION SHOWN IN THIS ary OP SIDE DOOR AND TO OlIT51OE KEYED LOCK (OPTIONAL) AND TO BE REVIEWED BY BULLRING OFFlCUL ' O'• NEOF «(I( 6. MANUFACTURER'S LIBEL SH4LL BE LOCATED ON A READILY VISIBLE LOCATION ' OX.O1;.•QJ\ �� LOCK Bat NOWNG SHOWN IN ACCORDANCE WRN SECTION 1709.9.3 OF FLORIDA, BUILDING CODE. ' /i-AD'/ Ea AFFRIUIE i0 SPWAG LOVED SJOE BOLT IABEUNG TO COMPLY WRH SECTION 1709.9.2. /p1111AL\\\\\ LOCKS SHOWN ABOVE e T CONSSR Of a it a senors zr sI - Ix ie• sFC1Y111 x1• Ie' a calms x1• 1 e sselrrls :1 ie• ♦ iFCIFM x1 xt•- a• - 14 1e 1 �1°x x1• x ¢C1 ;° 21- e' a Mamla 21' 21. 5 nD�aa xI• - w I Mal. 21 1e' x sFrnw¢ x' e' S Mena x1' 11 • scrnu¢ w a M1.wa w 3e•sccnorrs v -Is I e'x SECRMS x1' Ie i°• a sno,a 21• 1a • 54CIe,a m a sxcla,¢ ;e• e• a sTrnra x1• W W v sccn°°e m• P1• - Ie' ] SECIC6 xI' m 1e•A smina 21' N,. e..I. 1Tr e-.e seeroxs 2I' 1e SEClaxs 21 r a sttTma x+' I xe• - • S Ax 21 xi m�� C k n F L1 qqi i OLp` EIL N O top V �~ OOR 04� �g LL�M- :T2o$g Q IiITf 1c / `ssa`B dYawin9 no. 99-24 16 GA X 2-1/4' % 2' X 3/4' CILV. STEEL U. RW REINFORCING TRUSS O TOP OF PANEL TRUSS FASTENED TO VEATMII INIETWEDAIE SIDLES W/ MD / 14 X 5/0' SJA.S. AND 10 END STIE W/ SIX 014 % 3/4' B.U.S. TST SECTIDN (ROTTOMI REINFORCING FOR CONNECTION OF WOW EWCX TO MASONRY SEE\ NOTE ON SHEET 4 3µ' 14 fA % 2-1/9' X 1' (SUNMRD) 12 GA % 3-5/I6' % 1-1/2' (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X s1W TRUSS HD. SLOTTED M.S. 6 LOCK NOT S.M.S. 4-1 /2'X1-1/2X.115 INK. XTURE % 5-3/4' % 12 GA. SEA. OPTIONS 16 GA% 2-1 /4' X 2' X 3/4' GSLV. STEEL U. TEAR REINFORCING MUSS muss FASTENED TO VERTICAL IKIERNEONTE SIRES W/ TWO / 14 X 5/8' &US. AND TO END W/ SIX /14 3/4' S.RS. Iqd&11�7� STOP MOIJDING 7/ INS16 GA. ST IN1 A RIVER % 5/8' SIMS 8 W/ HWGE 1/2' X 1-3/4' % . S FORMED STEEL GLUED TO PANEL AND SECURED TO END SIDLE WIRY 3/16' POP RNEIM `AT 10-11/I6' O.C. FOR 21' SECTIONS AT 7-11/16' O.C. FOR 18' SECTIONS INSTALLED ON ROLLER 24 GA STEEL .10 THK BOLT FLAPS BENT OVER PANEL. 16 DAN 2-1/4' % 2' % ]/4' CALM. STEEL U. BPA MNFORCING TRU TRUSS FASTENED TO VERTICAL INTERIMMATE RILES W/ NO A 14 % 5/B' S.M.S. AND TO END SO(1 145nM % 3/4- &US. 1/2' PUNCHED MILES- 0 4' D.C. 3/I6' POP RIVETS AT 4' O.C. FOR 21STILES (5) FOR IB' STILES \` k 11 --END STILE .024' STILL. PANEL oursDE a DOOR sOW[f REV6YD �p8'Y6 WNh the FEMb F TOP SECTION wN4 -0511)0 REINFONONC CgONr hfe,�,F,Lp�j$ - N6N<L SOLID RRASS DOOR VIEWER +> EY 'SCHLAGE SECURRY HARDWARE' / 3/4' X 2-1/2' X 18 GA INSTALLED IN 9/16' D10. HOLES IN CENTER STILE STEEL END STILE POSRIONED AT EYE LEVEL RI,wmD TO PANEL SHIN W/ 3/16' ALuM NNLTS a_EDGE^^''jj qBT' SEE SHEET 4 FOR MAC( MCHORS 1-]/eke-5/8'%1e GA. STEEL CENTER SIDLE HWGE POP RIVETS L14 fA G.V. STEEL ROLLER NNGE� CENTER HINGE 1.82' DIA X .50' STEEL ROLLERS 1.82' 00. X .50' IMON ROLLERS (OF SECTION R-R 2.15' OIA X .50' STEEL ROLLERS (OF 2J5' DA. X .50' NYLON ROLLERS (07 WI H 9 TEOf Cis dra.ing no. IMDr.•'6`.99-24 )ALTEpX eheet pot $ RNEIS LOW IFORCEI x .nse 16' POP RIVETS YEERNG me OPIIONPL WSUUTONS 60-25 POLT-ISOCG4URAlE OENSRY a 2.0 FCF N.OA f16-1108.04 OR W 2 x 5-1/2' x .Ib' GALV. STEEL TOP ROLLER BRACKET FAMNED W%�) 014 X 5//e Nsuls FOR LAW HEADROOM DOOR OPRON ROM RACK SUPPORT. CENTER SUPPORT REGD. ON DOORS EXCEEDING O R. IN HEIGHT it II A—, GA my STEEL RICK 2' X 3-1/2' X 12 GA TRACK CONNECTED TO TRACK v TRO 1/4' OMTS & NU N.oA /17-0221AS N1 GA. GAV. STEEL. 1HINGES ASENEO 1/ M..020 RCM. FORH.ED SICEL FARM (RACK CONFlGURATION DRAWING OUNDT G-40 LAW. HELD STRENGTH a 04 KSI MTH PPoMER AND BNKED-ON MLYSIEN PAINTED TOP COAT APPLIED TO OM SIDES OF STEEL 11 GA GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) 014 X 5/8' US 60TTOU sm OPTIONS SECTION A -A SEE SHEET 2 FOR LOCATON OF REINFORCING TRUSSES 2X2X1/5'HONK.ANGLE SPOT WELDED TO HDRR. TRACK WIR IWO WDDS AT 1-1/2' MN2T 11� MST AT 8' O.G. �Y REST AT B' OQ COLT. ANCLE HORR. ANGLE FASTENED KE m 4- AND TO NID BRACKET µGCE WITH n (2) 1/4-20 X 5/6' BOLT R NOT a� G. I IL &LaIuu it Qv iOMK V N 2-1/9VE%TCAL C�t SECTION A -A C0`�`� 0 noa O IfyaI5511Na az LL 2;O� Q wOmf 1 K i n O O Kj m n w C O M AWWCf MCYDiD y° Tti Ub ILa14 � p Q ILL HbBvpC�rlO AteelMCFtt No 17-a p LXPInMUK WkIIII'l"'' E e 0. .19 O� OZ w 0 VERTICAL LIFT HIGH IFT STANDARD LIFE LOW HEADROOM AVAII ABLE TRACK OPTIONS +•� dmwing no. 99-24 AS sheen l of 5 ) 3 2BY WDDD MIN. 1/4' m VG EIVS 1281• AT 6' FROM ENDSB[RWCOO AND 9' O.C. M. nr3 OPTION 'A\�-y OPTION 'B' \'�// WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIBC GRAVITY SG-0.55 MIN.) THE INSIA IATION METHODS SHOWN ANNE SHOWS 2%6 SP WCOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDIFONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF G E NOR ANCHORAGE FOR DOCK REPLACEMENT APPUGT0.NS WN IA ENGINEER OF RECORD. WSTNL MOON MAY BE METERED AND APPROVED BY THE BUILDING OFTCX UPON INSPECTION. WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X6 W WOOD JAMBS WHICH SHALL SE ANCHORED TO GROUIEO REINFORCED MASONRY BLOCN WALL OR CONC. COLUMN WITH 1/4' UI.TRACON BY 'RI WITH SPACING OF >' D.C. IWO JOIN PA CONCRETE WRH 1-3/4? MIN. EMBED w� 2-1/2' MIN. EDGE DISTANCE 1/Y TAPPER LY'POWERS' WITH SPACING OF 4' O.C. INTO GROUT FILLED BLOCK WALL WITH 1-t/2' MIN. ENDED 5' O.D. INTO DOOR PSI CONCRETE. WITH 1-3/4' MIN. EMBED 3' UK, EDGE DISTANCE 3/8' CONFLU BY RCCF OR 3/8' LOT BY'ITW WITH SPACING OF 11' O.C. INTO 3ON PS CONCRETE. WITH 2-1/2' MIN. ENDED 3' MIN. ENE DISTANCE 3/S' HLC SLEEVE BY 'HILT' WITH SPACING OF 2- D.C. I WO DOW FOGS DS CON REM, WITH 1-1/4' MIN. ENDED MID PREPARATION OF JAMBS BY OTHERS FOR NEW CON STRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY AOEGUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. MR COOP REPLACEMENT IN RETROFIT BUILDINGS WIIH NO ENGINEER OF RETARD. NOR INSTAL MRON MAY BE REVIEWED AND APPROVED BY BUILDING OFNCn UPON INSPECTION. MWNUM EXTERIOR(+) UDA0 PER JAMB - (18.16' % 55 PSF)/2 - 499.4 Us per Ft. MAXIMUM INTERIOR(-) LCAD PER JAMB - (18AW X 64 PSF)/2 - 581.1 Us W F. 5/I6' X I-5 B' IRO SC AT B' O.O I j 2' 1/1 FILLET 2'O. WELDS AT 12' O.C. VAY WNTNUOUS ANGI£ TRACK TO WOOD RUCK SELF ORIWNG SCREWS OR 3/16' RNfX' S M. RIVETS UULTGRIP W/ DOME HEN AT 48' D.C. RBISORCEMEN 1/2' % 1-3/4' % .058 FORMED STIED WIMP ADAPTER AWYINUM RUBBER W'STRIPPII ow � 2� .5N .TOO a0 348 3f_LLL��2221�F1.>sO L�21� 1.790-1—,7 % .oSB' % 1. S DRILL24G SCREWS — —_ 'j a 0 0 nm Ib"WVW/ STEELDOME 4 HEAD L48- O.C.W/ COME HEN 49' o. 0go g � CcC V �N ANJIFR a� oa�a} W'SIRIPPINC Q Is ry Is yL;m�e ANCHOR SPACING ANcxORs smucru� wbm SPADwc EDrDlsr. 3 B HLC SLEEVE BY HILT COLD. 1-i ♦ 6' 2-1/2 3 B' CONRIX BY EICO ERLFD BLOCK E' J-3 4' J 6' DMNBOLi Bt IOW LONG. 3-3 4 STEEL STRUCTURE BY OTHERS J B POWER -BOLT BY POWERS CONC. 2' b' 2-1 2 MUST SUPPORT THE LOCOS WPOSET HY NOR SSTw 3 B SLEEVE -ALL BY 9LIIKONS CONC. 1-1 2 6' 3' id CONCRETE (c DODO PSI MIN. C-90 GROUT FILLED BLOCK Em - ROOD PS MIN. / 14 CA AT 6" O.C. IN NOR OPNG. 2-11 S % 1" % 14 CA AT 18' O.C. ABCVE NOR OPNG. �' ' I TRUCK ir CONNECTED TO CONT. ARGUE FASTENED TO TFAG( PLATES W/ (3) SPOT WENS AT EACH SIDE W/ (t) 1/6-20%5/B' TRUSS HD. AO D S. h LOCK NUT REVERSE TR cK COMINUWS AUGIF TRACK M MR TO CONCRETE AN0 ml ED BLOCK aapfl.¢ WJJ Lee fbYe '. beMiv¢Ca4 C' iAf{Ty1i��! n�Y. u.vlT�jS ~ 1\ ATE OF Y•W: Ira Wing no. 99-24 1ue IN PANEL u (.024) SRFxL mN. CIA WISHER 18 X 3/4' SMS -O 3/8' FROM ENDS AND ]' C.C. W. _ (4) /8 X J/4' SNS �O 1-3/e' FROM ENDS AND 6-1/2" O.L. W. 6 x .D62 DEEP DOVE : PDL=RE;OIUTE LFYAN 'Y C WNOIATNE PLISDCS' 1 /18-015A8 X .062 DFEP rL (4) e6 R 3/4" SMS O 1-3/8" FROM ENDS AND 6-1/2" O.C. MA%. 1 /6 X 3/4' SMS `O 3/6' FROM ENDS AND T' O.C. NAX. 7/I6' DW HNSHER IR PANEL M (.024) STEEL YIN. x CHAPTER COMPLIES WITH `n SEE VAR 26 OF FBC GE SEE EVIDENCE PAGE n 9 d 1.768 I AM I.726l0ri8� O qO�O 44 VIEW 0O? r 21 3/1' o C Z 2yyWDw. M .1]8 M- Qa E G; . X * EXTERIOR FRAME *INTERIOR FRAME 0 0 WE 3 z 3 o IBWIx/e' RIGID PJC ONE PIECE INJEC110N IRIGID PVC ONE PIECE INJECTION Q N N>O 11 as' no D.LO. SY$FC 0 MCI 24 ca A A n A A e [mill i ®S ����� ®sllll®SIIIr�lll�®?III,;I�1 ;®4j A INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LTTES CAN BE IN ANY LOCATION IN DOOR SECTION n l j rRDDDcrpevFR� Dmtliuy�OmrictrG 146b14] AaepOveFNe I7-D9Ig.jU L4Wwio 6n m�I'A,IM�L 13 E44etNtY •�c••)•- '' S DP +Fyc amxmg nD. Dr 99-24 11111� Sheet 5of $ ; GARAGE DOOR DESIGN PRESSURES TABLE 1609.3.1 WIND SPEED CONVERSIONS"' l\ V,,, 100 110 120 130 140 150 160 170 1 180 190 200 V„, 78 85 93 101 108 116 124 132 Ij 139 147 155 FwSh I mile perbdw= 0.44vJs. a. Linencinterpolation is pemdlled. b. V„,= nominel 4mgn wind speed app)icable to_medods,spec)fied in Enceptionalthtougb 5of$ection 109.1.1. c. V„ r = ultimate design wind speeds determined from Figures 1609A, 160911; or 1609C. TABLE 19093(l) NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH AMEAN-ROOF HEIGHT OF FEET LOCATED IN EXPOSURE B (PSF) I;ZA4.e ULTIMATE DESIGN WIND SPEED (V,;,)'DETERMINED 'INACCORDANCE WITH SECTION 1009.3 (MPH - 3 SECOND GU Wid'eI9'100PH1101PH 20 MPH 10PH 16H 8-NH 170 MP oMPH 190 MPH 200 MPH0) Hoof Angle 0-10 degrees 8 8 9.7-9.8 10.5-119 123.-142 1&7-16,& 17.1-19.3 14.6-22.2 22.3-252 25-1-285 28.2-31.9 31.4-355 134.8-39A 10 10 8A-9A 102-11.4 12J-13.6 14.2-16.0- 16.5; 18.5 lg9-21t2 213-242 243-27.3 ;273-30A 30.4-34.1 33.7-37.8 14 14 8.0-8.9 9.7-10.9 11.5-12.8 135-15.0 15.7-17.4 18.0-20.0 20.5-22.8 D:1-23.7 25.9-28.8 28.9-32.1 310-35.6 Roof Angle > 10 degrees 9 7 9.6-10.9 IIA-I29 13.7-153 I6.1-182 183-209 213-2d.1 243-275 27.6-312 30.6-34,6 34.2-38.6 38A-43.0 16 7 9Q-]0.3 10.9-112 13.1-K6 155-17.2 17.7-19.7, 20.4-22:7 233-26 26.4-29.d 293-326 317-365 36A-40.6 76 MPfI 85 MPH .93 NTH 101 MPH 108MPH, 116NtPH' .124MP14 1321NP1) 139 MPH 147MPH. 155 MPH For SI:I foot=304.8 xmrm 1mile per hour= TABLE 1609.7(2 ADJUSTM,ENTFACTOWFORMUiLDING _HEIGHT'ANO£XPOSURE; (A) MEAN. ROOF HEIMIT:(fnoi) EXPOSURE B c 15 1.00 1.21 IA7 20 1.00 -129 55 25 1.00 1.35 7' 1:61" 30 1.00 1.40 1.66, 35 . 1.05 IA5 1.70 40 1.09 1.49,I34 45 1.12 133 .,. 1.78 50 1.16 1.56 1.81 55 1.19 1:59 1.94 60 1.22 1.62 1,87 Per Section 1609.3.I :lead�nssohiated withthetowereff, 'vealen. 16�1� labeling. Garage-doo shall be 3t label provided by i ic garage label ,shall identify t le garage amge door modeliserie' number, design Tmessare.ratim s indicate door :hecklist:form.on the label. If a checklist the label .the door installer or.t 2a garage rshall mark the selected: comp vents on are required,to -assemble an. approved m. The installation instruction shall be