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Home My WebLink AboutDUGAS NOAM IAM I•D�AQE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv DAB Door Company, Inc. 12195 NW 98" Avenue 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 otherareaswhere allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid afterthe 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 o f 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 16ft-2in Wide with Window Lite Option (DP +36.0, —44.0 PSF) APPROVAL DOCUMENT: Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with revision M dated 07/20/2020, sheets 1 through 5 of 5, prepared by Al -Faro oq Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series 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 affectingthe 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 removalof 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 revises NOA # 20-0107.06 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA-No. 20-0901.25 MIAMbOiAD;nlllCOUNTY Expiration Date: July 21, 2025 Approval Date: December 03, 2020 Page 1 DAB Door Company, Inc. Milli � 11,1111 A. DRAWINGS "Submitted under NOA # 17-1018.12" 1. Drawing No. 02-21, titled 1124 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with last revision K dated 03/09/2015, sheets I through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA #11-0414.12" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI-07-4200, dated 05/02/2007, signed and sealed by Candido F. Font, P.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by Hurricane Engineering& Testing Inc., Report No. HETI-11-3204, dated 0 1/20/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T100, dated 01/21/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0228.02 11 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows", prepared by Hurricane Engineering& Testing Inc., Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering& Testing Inc., Report No. HETI 03-1329, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Report on Tensile Test perASTM E-8 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI 03-T078, dated 10/3 ) 1/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-0210.04 " 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel p anels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA #14-0814.10" 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. 'A Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 20-0901.25 Expiration Date: July 21, 2025 Approval Date: December 03, 2020 E - I DAB Door Company, Inc. C. CALCULATIONS (cont) "Submitted under NOA # 11 -0414.12 " 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B. C 2007, dated 04/07/2011, signed and sealed by Javad Ahmad, P.E. 3. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F. B. C 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 09-0128.02 " D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of AcceptanceNo. 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 Insulfoarri Expanded Polystyrene Insulation, approved on 0 8/14/2014 and expiring on 11/29/2017. 3. Notice of AcceptanceNo. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 0 1/11/2017. 4. Notice of AcceptanceNo. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-C I Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 0 1/11/2017. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoarn 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 Te s t per A STM G 15 5 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 11/29/20 04 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test o f "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 0 4 - 761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Submitted under NOA #14-0814.1011 1. Statement letter of code conformance to the 51hedition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 20-0901.25 Expiration Date: July 21, 2025 Approval Date: December 03, 2020 E - 2 1 111 fill 11111 " 1011-.1112 1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with revision L dated 10/03/2017, sheets I through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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 11/29/2022. 2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast I SO-C I Polyisocyanurate Insulation, expiring on 0 1/11/2022. 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoarn 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. 1. Statement letter of code conformance to the 6thedition (2017) FBC, prepared by Al Farooq Corporation, dated 12/23/2019, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA renews NOA #17-1018.12. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 20-0901.25 Expiration Date: July 21, 2025 Approval Date: December 03, 2020 E - 3 k�=21 X&V OLVA I A. DRAWINGS 1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with revision M dated 07/20/2020, sheets I through 5 of 5, prepared by Al- Farooq Corporation, dated 11/16/2020, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None. CAL C JLATIOil--�'! 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0129.06, issued to Insulfoam, LLC, for their Insulfoarn Expanded Polystyrene Preformed Block Type I Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No. 17-1207.04, issued to Dyplast Products, LLC, for their Dyplast ISO -CI Polyisocyanurate Rigid Foam Insulation, expiring on 0 1/11/2022. 3. Notice of Acceptance No. 18-0918.06, issued to Plaskolite, LLC, for their TUFFAK Polycarbonate Sheets, approved on 0 1/15/2018 and expiring on 8/27/2022. F. STATEMENTS 1. Letter of conformance to FBC 2020 (7th Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated 07/15/2020, signed and sealed by Jalal Farooq, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 20-0901.25 Expiration Date: July 21, 2025 Approval Date: December 03, 2020 1AW 7-1/2- X 2-1/4" X -8 GA. - - - - - -yy-PUSH NUT TOP FIXTURE 5-1/2- X 2-3/4" X C.'" GALV. STEEL CENTER HINGE ST EEL PLATE WMH ONE 5/16-18 MS W/ NUT W/ (4) #14 x 5/8- SMS FASTENED TO END STILE WITH WITHOUT DELRON SLEEVE (STD.) 0 (6) #14 X 3/4" SELF DRILLING SCREWS EE SHEET 3 FOR TOP BRACKET OPIONS 7-1/2' X 3" X .071" GALV. STEEL SE END ROLLER HINGE CENTER STILES V, W/ (6) If 14 X 5/8' SIAS - -E SCH. "4, ov/ HIr SE OPTIONAL DOOR VIEWER DR,tLUNCSCREW-S BE NSTALLED AT TO WY BE USE, ANY CENTER STILE N LIEU 07 #14 X 5/8' SIAS W,7HOUT DELRON SLEEVE kSTO.) WITH DELRON SLEEVE (OPTIONAL) 7-1/2" X 2-1/4- X .071- LOCK GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8- SMS 2� DOOR N-, T jil 1 WITH DELRON SLEEVE (OFT`,ONAL) Ly --T- I" W X .15 THK. LATCH' CENTER HINGE STANDARD LOCK SPRING LOADED SLIDE SOLT (BOTH SIDES� N FASTE ED W1 (4) #14 X 1/2" S.M.S. 71 - 111F 711 1LJ 5/8- k". LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARD;N.- GARAGE DOORS A 58 CIA. GALV. AIRCRAFT f I TYPE CABLE & NIC O-PRESS SLEEVE B 711 A--- A i'' W/ MIN. 5 TO I SAFETY FACTOR,,-" 2-3/4-W X 5-5/8-H X .090 THK STEEL PLATE I- 3/8" DEEP UL A H WP # 14 X 3/4" DRILLING SC REWS CREWS BRACKET BRACKI-7; STD. LIFT DOOR LOW HEAOR OM ---TCTAL# 01 DOOR OPTION. �'U' BARS AT A F7 !2 - - - ------- ro 7-7/8 X 3-1/8 X 010 OPTIONAL VENTS Z- STEEL PLATE L (3) 5" WIDE WITH 14) #14 X 3/4" SOS O.NG DE AT 7" O.C. MAX- OPTiONAL FLUSH FACE AREA NOT -70 EXCEED 120 SO, W. MAX. DOOR MOTH WOOD GRAIN DESIGN A ------------ - -- - - ------ ------ HIS !DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA CENTER STILE PRODUCT IS RATED FOR LARGE MISSILE �MPACT� �'BJUtNG CODE, TAS-202, TA8-201 & TAS-203 FOR HfHZ AND IN-51DE ELEVATION OUTSIDE RAISED PANEL EMBOSSED DOOR � EIS& 01; ASTM Ets96-G9. HANDLE GENERAL NOTES 51 ",--ENO STILE DAB DOORS INC. 1 1. ;HIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMFY WITH THE REQUIREMENTS OF THE: 2017 (61H EDITIONI)/2020 (7714 ED-11ON) FLORIDA Hurricane Mastern Model 824/811 1 BUILO44G CODE NCLUOiWG HIGH VELOCITY HURRICANE ZONE (HVHZ). LOCK 8AR GUIDES Max. Size 16'-2" X 16'-0" High. 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTALLED Of, END STILE i With Windo,, Lite 0 ptior, WITH •(4) #1- x 5/8" sms AND INSIALLEC, PER MANU"S INSTRUCTIONS SPECIFIED FM8F.OIAENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. .787 N .6W SOCK BAR 3, A LOAD DURATION INCREASE IS USED :N DESIGN OF ANCHORS INTO WOOD CNLY+ ENGAGES IN TRACK DESIGN PRESSURE RATING + 36.0 PSF 4 VATERIALS INCLUDING BUT NOT LIMED TO STEEL/METAL SCREWS, THAT ON EACHSIDE OF DOOR - 44.0 P - COME INTO CONTACT W17H OTIIER DISSIMILAR WERIALS SHALL MELT THE CENTER STILES SCHEDULE 'A' REQUIREMENTS OF THE 2017/2020 FLORIDA OLDI3. CODE & ADOPTED sTANOARZ� OUTSIDE KEYED LOCK CENTER STILES CONFICURAT' 5, THIS PRODUCT APPROVAL IS CENERIC AND DOES NOT PROVIDE INFORMAL" OPTIC FOR A SITE SPECIFIC PROJECT, i... LIFE S TY OF THIS PRODUCT. ADEQUACY r wE _,7WDTH�S f GE CE,4TER Em Is OF STRUCTURE RECEIVINO THIS PRODUCT AND SEALING AROUND OPENING FOR LOCK BAR LOCKING SHOWN WATER WILTRATON RESISTANCE ETC. To -A ALTERNATE lo--o' TO IV-iO" 2 CONDITIONS 140T SHOWN IN THIS DRAVANG ARE TO BE ANALYZED SEPARATELY. 6 16 11 _1� SPRING LOADE SLIDE BOLT pm 0 AND N 'ABOVE TO BE REVIEWED En BUILDING OFFICIAL. LOCK, SHOWN ABOVE 8'-0" TO 9'-10" 14 -0 -L0 -L5 4 B. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VS8-E LOCATION TO 15'-2" 5 IN ACCORDANCE WITH SECTION 17013.9,3 CP FLORIDA SULONG COOS. LABELING TO COMPLY WITH SECTION 1709.9,2 PRODUCT REVISED as �-pfyftwq with the Florida vIiCIE14 NOA,-Ne. 204901.2.5 T-,1,-lo- - o- To WIDTiS DOOR WIDTHS E"Iration Date 07/21/2025 7775,, - MCA 140. 3 Jay I L-1 in 11 mimmi,-Uade procimcl, cm%trall NOV I -S, 2020 i5:-1 12-r- TO 13'-10 • DOOR WIDTHS I" TO 16'--2' DOORWIDENSlllftnn c E 0 ry 7�, . Jl (sJ craving no. 02-21 24 CA. STEEL PANEL FLAPS BENT OVER PANFLT,, CID 1/2' PUNCHED HOLES 0 4- 055' X 2�/4" X 3,14' 9 2* _Lj__L GALV_ STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO TWO 4- VERTICAL INT1_4MECIATE STILES W1 #14 X 5/6- S.N.S. AND TO ENO STILE W1 FOUR #14 X .3/4- SELF DRILUNG & (21 10 0, 3/16- POP kmus (6) FOR 21: STILES (5) FOR 18 STI_ES T ENO ST 1ST SECTION (BOTTOM) INTERMEDLkTE " ro SECTION TOP SECTION -OPTIONAL STOP MOULDING By DOOR INSTALLER STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH If 14 X 5/8" sms 3/4 1- X 2` X 2-1/2- X .049- STEEL 5/16" X 1-5/8" LAC SCREW F 6 PER HINGE END STILE, CONNECT TO PANELS WITH(FULLY THREADED) HEX WASHER HEAD TYPE A j ONE PER BRACKET I 1/2" X 1-3/4- X .058- FORMED GLUED TO PANEL AND SECJRED TO 'LAPS AND (5) OR (6) 3116" AL,'M RIVETS SEE DETAIL ABOVE END STILE WITH (4) 3/16" POP RIVETS SOUTHERN PINE 1-7/8' X 2-5/8- X .049- STEEL EDGE 0.55 S.- CENTER STILE, GLUED AND RIVETED T PANEL W1 (4) R NIFTS A DISTANCE I- MIN. JL .0 .3/16- 3/16- POP RIVETS7\ il A143f DIST.. #.14 X 5/8' $.M.S. 4/ HINGE -it I 3/!6" IF 4"w k8l eu Ii o 1z 10 p itLL loiap I egg;" PRODUCT REVISED 1 as C=ng w" the Florida Building a" N*A-44o. 20-0901.25 Expiration Date 07/21/21025 By MlamlDade Product Control 1� Qa ILF .024* STL. PANEL G x. OUTSIDE OF DOOR S. q, <tL C -E I 0-LD SOLlD BRASS DOOR VIEWER BY 'SCHLAGt SECURITY HARDWARE, INSTALLED IN 9/16" DlA HOLES IN CENTER STILE POSITIONED AT EYE ANCHORS AT TRACT( BYA A) 2- MIN, EMBED INTO CONCRETE (3000 PSI MIN_)IC ,,!-T ai 2" MIN. EDGE DISTANCE 'Hum 3/8' a& HLQ Imi By 8) i_�/4' MIN. EMBED INTO CONCRETE OR FIL.Ef) BLOCK 2- /4' MIN. EDGE DISTANCE INTO CONCRETE 4, MIN. EDGE DISTANCE INTO FILLED CLOCK CONCRETE f C = 30M PSI MIN. C-90 GROUT FILLED BLOCK f';TI = 2000 PSI MIN, 1,9' X 2.19" X 3.3" X .090" X14CHOR TYPE A OR 9 STEEL TRACK BRACKETS t"(1) PER BRACKET SEE SHEET 3 FOR SPACING SEE SHEET 3 FOR BRACKET SPACING 1/4-20 SS 60' - T 7-1/2" X .050" INTERIOR SIDE 7-1/2" X .071"_� ai & NUT L TRACK GALY. STEEL ROLLER HINGE 4 GA. X 2-1/9' X I ST(ESEANDARD) CENTER HINGE wv I j I ' 82 DIA. SC' STEEL ROLLERS 12 GA. X 3-5/16' X t -1/2' (OPTIONAL) 1.82" CIA. X -T)� NYLON ROLLERS (OPTIONAL) FASTENED TO X 5 TRACK PLATES INSTALLED ON ROLLER SHAFT 2.?5" DIA, X 50" STEEL ROLLERS (OPVONAL)--__ W/ 1/4-20 /8 " TRUSS HO. 2.75" CIA, X .50' NYLON ROLLERS (OTPT�CmQ SLOTTED WS, & LOCK NUT SECTION S- WITH S' STEM 02-27 • POP RIVETS 5/16" X 1-5/8- LAG SCREWS INTO WOOD OR 1 2 2-3/1" X 5-1/2- X 3- X 10�' �/16" SLEEVE ANCHORS GALV. STEE_� /-TOP ROLLER BRACKET ON EACH SIDE ' WITH 1-1/4 EMBED INTO Y =R 3 PS Er I IL FASTENED W1 (5) # .4 X 5/8- S,M.S. 14 CA GALV STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET 2-11/2' X 4-114" X 13 CA, STEEL PLATES "W/ 5/16-18 X 3/4- HEX HEAD -4- �l\ WELDED TO 1-1/2- X 1-1/2' X 14 GA. ANGLE FASTENED TO TRACK M. SCREWS 81 NUTS, WITH (4) 1/4-20 SS. BOLT & NUTS Top BRACKET (STANDARD) TOP BRACKET /A (OPTIONAL) LOW HEADROOM DOOR HORIZONTAL REINFORCFVENT ' 1 EE 1/2- X -"/4' X 058 FORMED ST GLUED TO PANEL AND FASTENED TO VERTICAL STLES WITH 2' X 5-1/2" X .10 (2) 3/16- POP RIVETS FASTENED N1 STE4 GALV, El- V) # 14 X /5" S TO ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT X 1_3 ;/2* /4" X 058' FORMED STEEL GLUED TO PANEL - X40 FASTENED TO VERTICAL STILES WITH (2) POP RIVES MEETING RIB PLASTIC/STEEL ROLLERS k 4 DiA. X -50' W/ .44 04A, X 4 -1/4" SIEM_1 ca OPTIONAL INSULATIONS: -A BY 'QYPIAST PRQJ2�' _CIL _LLQ. W-25 POLY-SOCYANURAIE DENSITY - 2.0 PCF M-O.A. #17-1207.04 OR , _IL -m-tM RIB 03 PCF N.O.A. # 1203.04 INSLLEOAM LLr, DENSITY = 0,92 PCF NOA #19-0129,06 14 GA- GALV. STEEL ROLLER HINGES FASTENED W/ (6) j 14 X 5/8" SIMS MIN. .024" ROLL FORMED STEEL PANEL, DRAWING CUAL17Y G-40 MIN. YIELD STRENGTH = 39 KSI WITH PRIMER AND BAKED -ON POL(STFR PAINTED TOP COAT APPLIEC TO BOTH SiDES OF STEEL 12 GA. CALV. STEEL BOTTOM BRACKET FASTENED W/ (4) 111 14 x 5/8- sms BOTTOM SEAL OPT:ONS ----SEE SHEET 5 SECTION A - SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES HORIZ. TRACK SUPPORT, CENTER SUPPORT REDD. ON DOORS EXP.EEDING 8 FT. IN HEIGHT A A 14 GA. GALV. STEEL TRACK 1-1/2' X 1/2" X 1/8- HORIZ. ANGLE FOR DOOR H:IGHTS UPTO a IT. WITHOUT INSULK"ON OWINDOWS,DOW 2- X 2- X 1/8' HORJZ, MCLE FOR DOOR HEIGHTS ABOVE 8 FT. OR DOORS WITH INSULATION OR WINDOWS SPOT WELDED TO HORiZ. TRACK WITH TWO WELDS AT 1-1/2" APART FIRST AT 3' OC_ REST AT 9' O.0 CONNECTED TO FLAG BRACKET ANGLE N1 3/8-16 x 3/4- BOLT & NUT AND TO SPRING SHAFT GUIOE WITH (2) 1/4-20 X 5/8" BOLT & NUT VERTICAL TRACK 2-1/8- x 1- x .080-- SECTION A -A DOOR - SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT IST12144 �3a,4TH STIHJ 91 82 83 1 04 1 05 86 i 57 98 -fit 3 6'-0' 18 81 II N/A �l 0 2' Ll -3/4': 23' 3 A" A-5" 6-5 j21 3, 18" TO 2`,11-314", 23" 34' 45-.-- 516 67 7 __O 121 '2!' 2 1'.21 "!N/A TO 2"111-3/42334" 45' 56" 67' -": " --F 7-6 ll8; 8-118"f TO 211 3/42334' TO 2"11-3/42,334" 45' 56' 1 67" 78-1/4" " " —SECTIONS ARE NUMBERED STARTING AT THE BCTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT IT O.C. 1.9' X 2.19" X 3.3" X 090' STEE_ TRACK BRACKETS 2-3/16' HICH CONNECTED TO TRACK WITH _Ji 1/4" BOLTS & NUTSire VERTICAL LIFT HI H Lip STANDARD LIB± LQW HE6DRO DOUBLE TRACK I AVAILABLE TRACK OPTION ff-ai' g PRODUCT REVISED as t*mplying vAth the Fldda SuiNing Cade NOA-No. 20-0901.25 NN, Expiration 07/21/2025 � gv I�3 B AI Y drowing no y Mia-, 1 02-21 RENFORCEMENT MIN SIS� ai ',6,'.,x:. �'Ek/", X .0 58, ry LF DRILLING SCREWS #8 x OR SELz DRILLING SCREWS 3/16, RfvEX' STEEL RIVETS DR z ss MIJLTIRfP W/ DOME HEAD 0 -3/16' 'IWVEX' STEEL RIVETS AT 48" O.C. ULTEGFIP W1 DOME HEAD AT 48" D.C. L_ REINFORCEMENT 71 W 1/2' X 1-3/1' X .0 I - DtA. FORMED STEEL 2BY 1/4 LAC SCREWS 28Y 1/, Olk LAG SCRDWS AT 6' FROM E:NOS WOOD BU _Al 6 FROM ENDS M WOOD AND 15")C' MAX. AND 15 O.C. MAX. W'STRIP ADAPTER ALUMINUM W'S-RIP ADAPTER STEEL 9 RUBBER W'STRIPPING RUBBER WSTRIPPINO u: 534 700 z 0) W M 'A' BOTTOM SEAL OPTOPTIONSOPTION v OPTION 'S. WOOD BUCK CONNECTION TO WD-00 SUBSTRATE (WOOD SPECIFIC C-RAVfTY SG-0.55 MIN.) THE NSTALLAT(ON METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF Tf-,ESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTAIII-ATION WAY BE VERIFIED AND APFROVED BY THE BUILDING OFFICIAL JPON INSPECTION. SPACING --iKGN�7o-s— 7 �* v6141-C SLEEVE BY HILTI E a FIKX BY a g;10 6 -, _T . " Q 8� DYNA9QLT BY 7TW' 8 1, I -- Y t STEEL STRUCTURE BY OTHERS -3/8 SPOWER LEEVE-ALL L BY SIMPSIONS 5/,6" X 1-5/6" MUST SUPPORT THE LOADS IMPOSED Va. By 'DEWALT ',-,c'-'NlF4,Af,7,,' LAC SCREWS BY DOOR SYSTEM AT 12" O.C, CONCRETE f'c = _N= PSI MIN. . �5 C-90 GROUT FILLED BLOCK f" 2C00 PSI MIN 11 rl 5/16- DLA. BOLTS WITH WASHER & NUT WOOD BUCK CONNECTION TO MASONRY AT 12 O.MAX- EDGE DIST, PRESSURE TREATED 2X6 SYP WOOD „AMEIS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTR`GDN+ BY 'DEWALT' WITH SPACING OF z"A 1 2- O.C. GROUT FILLED BLOCK WALL, WTH 2-1/4" MIN. EMBED if X 2 /2- X 14 GA OC, INTO 3 PSI CONCRETE. WITH 1-3/4- MIN, EMBED 2-� 1-1/4 , -1 ODD CONT. STEEL ANGLE MIN.EDGE1/2" 231/2- M , EDGE DISTANCE L _Y TAPPER BY 'DEWALT' WITH SPACING OF 12 CA GALV. STEEL a p 1 D INTO GROUT FILLED BLOCK WALL, WITH 1-1/2- MIN, EMBED 1/1 X 2 ---FLAT BRACKETS ±3- LONG 2-1/ X I X 14 GA, 0 C INTO 3000 611'�UET ;LOS AT R Opmc� GAUV. BST EEL TRACK O.C. RS CCNCRCTE, WITH 1-3/4' MIN. EMBED AT � 2: 0 C IN DOD 8 O�C ABOVE FASTENED TO TRACK PLATES qj 3V'MIlI. EDGE DISTANCEI j 0 AT 12 D.C. MAX. DOOR 0 -20XF \j CONNECTED TO CONT. ANGLE W1 (2) 7/4 R TRUSS HOI 3/8- CONFLEX BY �ELCO' OR _j W1 �'3) SPOT WELDS AT EACH SIDE SLOTTED M.S. LOCK NUT 3/8-OLDT INTO 'ITW' WITH, SPACING OF 2�- 3000 PS CONCRETE, WITH 2-1/2- MIN, EMBED r CONTINI MUS 3 MIN, G EDGE DISTANCE RE/ERSE TRACK Tn �Wrl 4,rp, 3/ - HILO SLEEVE By WLTV NTH SPACING OF Tc 0 IN '0 GROUT FI, LLED BLOCK WALL,WITH 1-1/4" MIN. EMBED A- MIN. EDGE DIST. 15" 0 C IN 3000 PS CONCRETE. WITH -1/4' MIN, EMBED AND ALTERNATE TRACK INSTALLATION 2-1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS PRODUCT REVISED FOR NEW CONSTRUCT;ON ENGINEER OF RECORD OR ARCHITECT TO VERIFY (%With the 110fida ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BuildhtS a 13, Mo ff, DOOR SYSTEM. A-W. 20-0901.25 FOR DOOR REPLACEMENT !N RETROFIT gUll MINDS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY Expfrati." Date ()7/21/2025 BUILDING OFFICIAL UPON INSPECTION, drawing no. MAXIMUM EXTERIOR(+) LOAD PER JAMB (15.16' X 62 PSF)/2 291 Lb. P., Ft. :LWI-bacle ProdUct Control ti MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.16' X 44 PSF)/2 = 355.5 Lb. p., Ft. t-4_15_� I, AIA, 11-11 Sheet OT DOOR PANEL 24 CA (.024) STFEl- VIN. 7/16" DiA. WASHER #8 X 3/4" SMS 9) 318" PROM ENDS AND 7" D.C. MAX, (4) #8 X 3/4" sms a 1 -3/8" FROM ENDS AND 6-1/2" O.C. MAX, X .062 DEEP GROOVE I II -TU 1/4 -F&K POLYCAREGNATE SHEET ey 'PLASKOLITE' NOA #18-0918,06 CC o L x A75 x '062 DEEP GROOVE (4) #8 X 3/4 SMS FROM ENDS AND 6-1/2' O.C. MAX. #8 X 3/4- SMS 0 3/8 FROM ENDS AND 7" D.C. MAX - SIX. WASHER DOCR PANEL 24 GA. (,024) STEEL MIN. 21 3/4- MAX Owf, WIDTH 18 1/8- 1 MAX. #8 X 3/4- sms 0 315' FROM ENDS AND 4-1/2- O.C. MAX. PLASTIC COMPLIES WITH CHAPTER 26 OF I:8C SEE EVIDENCE PAGE 50C z 1 1,765 ,725 1.144 fI 60.0 cr m EXTERIOR FRkM INTERIOR FRAM RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJE,CPCN INSIDE ELEVATION PRODUCT REVISED RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS 08 Iro%llIth tl*- Florida ga0dingWINDOW UTES CAN BE IN ANY LOCATION IN DOOR SECTION 21T-0901.25 .175 X .062 DEEP Expiration Date 0712112025 ------- ---- FAC- I ZV2,f) EL GOOP EXTERIOR 24 CA, (.024) STEEL MIN. 15/16" MIN. cu, GpC. s drawing no. ... --- GLAZING 65T�t "ST' . ......... -21 -- - ---- - - //,I,, ALI x L02 - It fill 11 5 �C'f