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HomeMy WebLinkAbout16ft wide +36 -44DAB Door Company, Inc. 12195 NW 98th 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 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 16'-2" 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 L dated 10/03/2017, sheets 1 through 5 of 5, 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. ISSILE IMPACT TING: 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 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 #17-1018.12 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. 20-0107.06 Expiration Date: July 21, 2025 / Approval Date: March 5, 2020 Page 1 DAB Door Company, Inc. 1. Evidence submitted under previous OA's A. DRAWINGS "Submitted under NOA # 17-1018.12" 1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, 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 # 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. TI -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. TI -11-3204, dated 01/20/2011, 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" 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 per ASTM E-8 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI 03-T078, dated 10/31/2003, 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 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 # 14-0814.10" 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. , 2 a Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0107.06 Expiration Date: July 21, 2025 Approval Date: March 5, 2020 E-1 DAB Door Company, Inc. 1 1 11305 1 IN N � "Submitted under NOA # I1-041412" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 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.0 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) 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 -Cl 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 # 14-0814.10" 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. �1 /1 E Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0107.06 Expiration Date: July 21, 2025 Approval Date: March 5, 2020 E-2 DAB Door Company, Inc. /'` ►•,. r'•i iii .�i A. DRAWINGS "Submitted under NDA #17-1018.12" 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 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 1. None. C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). [1M 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 -C1 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 code conformance to the 6th edition (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. 20-0107.06 Expiration Date: July 21, 2025 Approval Date: March 5, 2020 MW 7-1/2" X 2-1/4" X 18 ,GA. GALV. STEEL CENTER HINGE 0 W/ (4) #14 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.) O 7-1/2" X 3" X .071" t END RO W/ (6) #14 ? Q WITHOUT DELRON SL © WITH DELRON SLEEVE 7-1/2" X 2-1/4" X .071 GAIV. STEEL CENTER HINGE Q W/ (4) #14 X 5/8' SMS WITH DELRON SLEEVE (OPT0NA o rFrAAS-TENEC0 CENTER HINGE �� ARE SPRING L MIN CONFORM GARAGE I .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETYFACTOR i 1 Q I I 2-3/4"W X 5-5/8"H X .090" THK.1�. STEEL PLATE, 1-3/8" DEEP 1 I WITH (3) #14 X 3/4" SELF DRILLING SCREWS BRACKET STD. LIFT D( DOOR HEIGHT CONSISTS OF TOTAL # OF 'U' BARS AT EACH DOOR 6'-6' 2 SECTIONS 18' 2 SECTIONS 21" a 0 0 n m j ' 6'-9" 1 SECTION 18" 3 SECTIONS 21' 7' 4 SECTIONS 21' - 7'-3" - - 7'-6" 5 SECTIONS 18" - 7'-9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" 8'-3' 2 SECTIONS 18" 3 SECTIONS 21' 8'-8" 1 SECTION 18" 4 SECTIONS 21" 8'-9' 5 SECTIONS 21' - 9' 6 SECTIONS 18" - 9'-3" 5 SECTIONS 18" 1 SECTION 21' 9'-6" 14 SECTIONS 18' 2 SECTIONS 21' 9'-9" 3 SECTIONS 18" 3 SECTIONS 21" 10' 2 SECTIONS 18" 4 SECTIONS 21" 10'-3" 1 SECTION 18" 5 SECTIONS 21' 10'-6" 6 SECTIONS 21' - 6 SECTIONS 18"ll SECTION 21' 5 SECTIONS 18-12 SECTIONS 21" 4 SECTIONS 18' 113 SECTIONS 21" 3 SECTIONS 18";4 SECTIONS 21" K'12' 2 SECTIONS 18" 15 SECTIONS 21' 1 SECTIONS 18" 6 SECTIONS 21"1-3 7 SECTIONS 21" - 12'-6" 6 SECTIONS 18" 2 SECTIONS 21' 12'-9" 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21" 13'-3' 3 SEC11ONS 18" 5 SECTIONS 21" 13'-6" 2 SECTIONS 1 B" 6 SECTIONS 21- 13'-9' 1 SECTION 18" 17 SECTIONS 21" 14' IS SECTIONS 21" - 14'-3' 6 SECTIONS 18' 3 SECTIONS 21" 5 SECTIONS 18" 4 SECTIONS 21" 14'-9' 4 SECTIONS 18" 5 SECTIONS 21' 15' 3 SECTIONS 18" 6 SEC71ONS 21' 15'-3" 2 SECTIONS 18" 7 SECTIONS 21' 18'-6" 1 SECTION 18" 8 SECTIONS 21" 1" - 15'-9" 19 SECTIONS 21"f- 16' 16 SECTIONS 18" 14 SECTIONS 21" 1 16' CE sy h I- W CY 0 0 m w �X � F u4. cy flim o 0 a a a 000°��q woo fD uut j tJ! t z 02 ZM�� VCtVIGR. JIILGJ OUTSIDE KEYED LOCK OPTIONAL -- LOCK BAR LOCKING SHOWN ALTERNATE TO LA LA SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE 8'-0" TO W-10" CENTER' STILES CONFIGURATION DOOR WIDTHS # OF CENTER STILES 8'-0" TO 9'-io' 2 10'-0" TO 11'-1'0" 2. 12'-0" TO 13'-10" 3 14'-0" TO 15'-10" 4 15'-11" TO 16'-2'1 5 ,''"'—,,... — ......f—.... I —.._.. --- — - -__ — ..--. .-- -- .___.. _ _. Z Z Z 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. in �_ �t ''0 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,p 0 0 AND TO BE REVIEWED BY BUILDING OFFICIAL. •2 o 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A'READILY VISIBLE LOCATION o o IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. c LABELING TO COMPLY WITH SECTION 1709.9.2..xtti1 r, ®IM, ® ® ® ® MAY BE3USED ELF'DRIIUNG SCREWS 1IN LIEU OF #14 X 5/8" SMS 14'-0' TO 15'-10" o- DOOR WIDTHS uuur% xvru t nJ o.7 592 - r ; 2 a+ O Y O U i L STA OF e4 drawing no. �`,�02-21 ��®NAL ,e�� sheet 1 of 5 lmll=nlllnll WE m- uuur% xvru t nJ o.7 592 - r ; 2 a+ O Y O U i L STA OF e4 drawing no. �`,�02-21 ��®NAL ,e�� sheet 1 of 5 m z 2- U0 .U0 W 'Z 0 0 L Z o w in ty X 2-1/4" X 3/4" X 2" uALv. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO #14 X 518 S.M.S. AND TO END STILE W/ FOUR #14 X 3/4" SELF DRILLING S. 1 ST SECTION (BOTTOM) STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1-5/8" LAG SCREW—. .. (FULLY THREAD HEX WASHER HEAD TYPEONE PER BRACKSOUTHERN PINE0.55 J z S. a o F%-:::41�DIST- LU M x OUTSIDE OF D00 1-3/16. 1.9"X2.19"X3:3 X.090" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING STEEL TRACK 14 GA. X 2-1/8" X 1" (STANDARD) 12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD'. SLOTTED M.S. & LOCK NUT I INTERMEDIATE SECTION TOP SECTION OPTIONAL STOP MOULDING BY DOOR INSTALLER # 14 X 5/8" SMS 6 PER HINGE 1/2" X 1-3/4" X .058- FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS 1-7/8" X 2-5/8" X .049" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS 4/1 HINGE /8" S..S. (� 24 GA. STEEL PANEL FLAPS BENT OVER PANEL -\ C 0 ! o 0 PRODUCT RENEWED as complying with the Florida 1/2" PUNCHED HOLES _/ Building Code @ 4" O.C, 1, , NOA-No. 107.06 Expiration e07/21/025 i By kr� Miami -Dade? Product Control t I I l i I 3/16" POP RIVETS i 1Z AT 4" O.C. I r/ (6) FOR 21" STILES ° (5)' FOR 18" STILES END STI 3/4" X 2" X 2-1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE EDGE DISTANCE 3/16- 4 POP RIVETS e1-3/16` JIt uu ! I- 7-1/2» x ,osD" INTERIOR SIDE 7-1/2" X .071" GALV. STEEL END ROLLER HINGE CENTER HINGE 1.82" DIA. X .50" STEEL ROLLERS ( 7/8" PUSHNUT 1:82" DIA. X .50" NYLON ROLLERS (OPTIC INSTALLED ON ROLLER SHAFT 2.75"DIA. X .50" STEEL ROLLERS (OPTIC SECTION B -B 2.75" DIA. X .50" NYLON ROLLERS (OPTIC WITH 5" M 1:11 m M N 9T a a 1X001- 0 ® L cis M 0-0 0 (L a15 fir: 0 In O N U1Z)LL ZW - o _ M Woi2 ANCHORS AT TRACK BRACKET: 3/8" DIA. POWER -BOLT BY 'POWERS' A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.) 2" 'MIN. EDGE DISTANCE 3/8" DIA, HLC SLEEVE BY 'HIL11 B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 2-1/4" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK fm = 2000 PSI MIN. ANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4-20 SS BOLT & 'NUT w w WIm xxs�- „' C F N 0 ~zzz~o L S = H NU U U Q4 a)a o o a n z z z D N O O _d C � 6 O I ~ drawing no. 42-21 t` J z p0 a .024" STL PANEL o C: O . LU M x OUTSIDE OF D00 �, r3 LL- -at o Q- -C EDO u; � o Uma L at 0 z cv 0 CE LO D p <C CZl (D SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL nn TT I I -m ANCHORS AT TRACK BRACKET: 3/8" DIA. POWER -BOLT BY 'POWERS' A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.) 2" 'MIN. EDGE DISTANCE 3/8" DIA, HLC SLEEVE BY 'HIL11 B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 2-1/4" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK fm = 2000 PSI MIN. ANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4-20 SS BOLT & 'NUT w w WIm xxs�- „' C F N 0 ~zzz~o L S = H NU U U Q4 a)a o o a n z z z D N O O _d C � 6 O I ~ drawing no. 42-21 2" POP RIVETS 2-3/4" X 5-1/2" X 3" X .104" GALV. STEEL OP ROLLER BRACKET ON EACH SIDE FASTENED W/ (6) # 14 X 5/8" S.M.S. 14 GA. GALV, STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16-18 X 3/4" HEX HEAD M. SCREWS & NUTS. TOP BRACKET i (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT 119" X 1-3/4" X .058" FORMED STEEL D TO PANEL AND FASTENED TO 1-5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET /2" X 4-1/4" X 13 GA. STEEL PLATES TO 1-1/2' X 1-1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS ICAL STILES WITH 5/1'6" POP RIVETS 2" X 5-1/2" X .104" BRACKET PLACEMENTS GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. HEIGHT TOP ROLLER BRACKET FOR 83 1 LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT B6 1/2' X 1-3/4" X :058" FORMED STEEL 6'-0" GLUED TO PANEL AND FASTENED TO 23" VERTICAL STILES WITH (2) 3/16" POP RIVETS 67" - 5/18" MEETING RIB 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" PLASTIC/STEEL ROLLERS 34"5" 1.82" DIA. X 50" 56" W/ .44 DIA. X 4-1/4- STEM 7'-0" OPTIONAL INSULATIONS: BY 'D;LAST PRODUCTS LLC' ISO -25 POLY-ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #16-1108.04 OR BY `CELLOFOAM NORTH AMERICA' DENSITY = 1.03 PCF N.O.A. #15-1203.04 OR BY 'INSULFOAM LLC' DENSITY = 0.92 PCF N.O.A. #17-0221.06 `uI 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (6) # 14 X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY C-40 MIN. YIELD STRENGTH = 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL J til z ii N 12 GA. GALV: STEEL BOTTOM BRACKET FASTENED W/ (4) # 14 X 5/8" SMS SEAL OPTIONS ET 5 SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES HORIZ. TRACK SUPPORT, CENTER SUPPORT READ. ON DOORS EXPEEDING 8 FT. IN HEIGHT ii A 1 AYJ HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV: STEEL TRACK 1-1/2' X 1/2- X 1/8- HORIZ. ANGLE FOR DOOR HEIGHTS UPTO 8 FT. WITHOUT INSULATION OR WINDOWS, 2" X 2" X 1/8" HORIZ. ANGLE 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" O.C., REST AT 9" O.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8-16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4--20 X 5/8" BOLT & NUT VERTICAL TRACK f =' " 2-1/8" X 1" X .080 SECTION A -A DOOR * SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1ST 2ND 3RD 4TH 5TH B1 62 83 1 B4r45" 5 B6 B7 B8 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 56" 67" - 6'-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34"5" 56" 67" - 7'-0" 21" 21" 21 " 21" N/A 1" TO 2" 11-3/4" 23" 34"5" 56" 67" - 7'-6" 18' 18" 18" T8" 18" 1" TO 2 11-3/4 23" 34" 5" 56" 67" 78-1 /4" 8'-0" 21" 18" 18" 18' 21" 1" TO 2° 1i-3/4" 23" 34" 45" 56" 67" 78-1/4" *-SECTIONS ARE NUMBERED STARi1NG Al IHE 130IIUM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. m I 1.9' X 2.19" X 3.3" X .090" STEEL 'TRACK BRACKETS 2-3/16" HIGH CONNECTED TO TRACK WITH 0) 1/4" BOLTS & NUTS. M M TRACK CONFIGURATION VERTICAL LIFT HIGH LIFT STANDARD LIFT PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 20-0107.06 Expiration D e07/21/205 By ' Miami -Dade Product Control AVAILABLE TRACK OPTIONS M 0 CN I 0 c W g � N 4 Q C> 0 W N v a t: LL LLr Vi f~iNti CY 0�� o CL 0 Z4 o a N wD U. ZN o MQ a Z w0) �- tt Cy d h w C14 co °' CD � N c7 M z C0 0 0w M z Cn to to N w C Q to Q s Lj a0 o � 0) 0 N tt J 0 C7 Cu CD L o 0 00 C c 0 LOW HEADROOM 'm DOUBLE TRACK I1'P 0 Lj Li �` m P _0 w o z � w 0 O Z m D q A§j o 0 ® .7 592 v �t OF drawing n0. D5 OPTION `A' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE 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, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 5/16" X 1-5/8" LAG SCREWS AT 12" O.C. WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED i 2-1/2" MIN. EDGE DISTANCE 1-1f2" 1/4- TAPPER BY 'POWERS' WITH SPACING OF 11" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN, EMBED 3" MIN. EDGE. DISTANCE 3/8" CONFLEX BY 'ELCO' OR 3/8" LDT BY 1TW' WITH SPACING OF 23" O.C. INTO 3000 PSI CONCRETE; WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK 3f8" HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOOD BUCK 10" O,C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 15" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4"MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X 62 PSF)/2 291 Lbs per Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.16' X 44 PSF)/2 = 355.5 Lbs per Ft. 1/16" X 2 -1/2 - FILLET WELDS AT 12" O.C. MAX. RUBBER W'STRIPPIh� REINFORCEMENT 1/2' X 1-3/4" X .058" FORMED STEEL STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1-1/2" REVERSE TRACK TO STEEL �X1" LF DRILLING SCREWS 16" 'RIVEX' STEEL RIVETS JLTIGRIP W/ DOME HEAD 48" O.C. ADAPTER R4DDGf�. W'STRt PP1NG 050 .224—:5734 1.750 TI� 700 .040 348 1.794 —�{ 2-1/8" X 1" X 14 GA. BOTTOM SEAL I ko i bC C REVt OPTIONS ;iII the Acceptance No 1 Y- 0f ,1 EMBED SPACING EDGE DIST. 318" HLC SLEEVE BY 'HILW CONE. #8 X 1 " 8" z 1-1/2" MIN FILLED BLC 2" SELF DRILLING SCREWS 3-3/4" 3/8' DYNABOLT BY 'ITW' CONC. I 1-1 2" B. -1 2"3 2-1/2- 8" POWER -BOLT BY 'POWERS' 3/8- CONC. AtIN* I GE KIST. m3/16" 2" 'RIVEX' STEEL RIVETS pm ma 8" 3" MULTIGRIP W/ DOME HEAD w m a AT 48" d.C. I N3: REINFORCEMEN' FORMED STEEI 1/4" DIA. LAG SCREWS 1/4" DIA. LAG SCREWS 2BY WOOD BU AT 6" FROM ENDS 2BY I WOOD BU I AT 6" FROM ENDS I AND 15" O.C. MAX. 1 I AND 15" O.C. MAX. W'STRIP ADAPTER I I ALUMINUM OPTION `A' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE 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, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 5/16" X 1-5/8" LAG SCREWS AT 12" O.C. WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED i 2-1/2" MIN. EDGE DISTANCE 1-1f2" 1/4- TAPPER BY 'POWERS' WITH SPACING OF 11" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN, EMBED 3" MIN. EDGE. DISTANCE 3/8" CONFLEX BY 'ELCO' OR 3/8" LDT BY 1TW' WITH SPACING OF 23" O.C. INTO 3000 PSI CONCRETE; WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK 3f8" HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOOD BUCK 10" O,C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 15" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4"MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X 62 PSF)/2 291 Lbs per Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.16' X 44 PSF)/2 = 355.5 Lbs per Ft. 1/16" X 2 -1/2 - FILLET WELDS AT 12" O.C. MAX. RUBBER W'STRIPPIh� REINFORCEMENT 1/2' X 1-3/4" X .058" FORMED STEEL STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1-1/2" REVERSE TRACK TO STEEL �X1" LF DRILLING SCREWS 16" 'RIVEX' STEEL RIVETS JLTIGRIP W/ DOME HEAD 48" O.C. ADAPTER R4DDGf�. W'STRt PP1NG 050 .224—:5734 1.750 TI� 700 .040 348 1.794 —�{ 2-1/8" X 1" X 14 GA. BOTTOM SEAL I ko i bC C REVt OPTIONS ;iII the Acceptance No 1 Y- 0f ,1 EMBED SPACING EDGE DIST. 318" HLC SLEEVE BY 'HILW CONE. mdw Kew 5/16" DIA. BOLTS WITH WASHER & NUT AT 12" O.C. MAX. ALTERNATE TRACK INSTALLATION ANCHOR SPACING FLAT BRACKETS f3" LONG 2-1/8" X 1" X 14 GA. ANCHORSSTRUCTURE GALV. STEEL TRACK EMBED SPACING EDGE DIST. 318" HLC SLEEVE BY 'HILW CONE. 1-1 4" 8" 2" 3/8' CONFLEX BY 'ELCO' FILLED BLC 2" 8" 3-3/4" 3/8' DYNABOLT BY 'ITW' CONC. I 1-1 2" B. -1 2"3 2-1/2- 8" POWER -BOLT BY 'POWERS' 3/8- CONC. 2'" B. 2" 3/8- SLEEVE -ALL BY 'SIMPSONS' CONC. 1-1/2" 8" 3" CONCRETE f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. EDGE 1-1/4" X 2-1/2" X 14 GA CONT. STEEL ANGLE III -1/2" 12 GA. GALV. STEEL FLAT BRACKETS f3" LONG 2-1/8" X 1" X 14 GA. AT 12" O.C. IN DOOR OPNG. 3 GALV. STEEL TRACK AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES CONNECTED TO CONT. ANGLE W/ (2) 1/4-20X5/8" TRUSS HD. W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT CONTINUOUS ANGLE TRACK TO CONCRETE AND FILLED BLOCK PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 20-0107.06 Expiration D te07/21/2025 B Miami -Dade product Control o. 0592 OF P-4 �! N r� Li N C� CD J 00M v r- C a X U7 LL N C Q ti vii !a w Qoa c w o o v °' W U- L. 3 v L 0 N 0 af a L a o Mrn � Q N N Q = 1-- 0 n Z < U :2 2 a v� 0 o Q M M a rr m N O 1 O Cl I a 0 1 � J u+ v v drawing no. 02-21 sheet 4 of 5 DOOR PANEL 24 GA, (.024) STEEL MIN. 7/16" DIA. WASHER J#8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. * -PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE •• - • .. i 1,144 r is :•• • • r EXTERIOR FRAME�' • • RIGID PVC ONE • ! • • i► �i iR �i ii �� iS 4i I! �i iR •i i� �r iR �:�=i�acs:v� �ei..:•a:�.�:wa�� = rveraz-azR �v�%a�ti�a��aa�R _d, A p W" - ca-a-♦�Y•N ns-�'.atlr� n wyr�vvs.r��r�c w-r.a:av�Qr-i:•-�A: „ --- --�+ ��-- i`a, Vii_.-.`_-_ —ii AI-_ _— �+ .• • 4 �® ► i i � R �I � i i •I iRR � ��if--� 1 �w4.ia�:s:%w:si� � aaictsa%%%+r.::;RTv� �v':�:+ifs:►:z�.z..% <M�l �Ls`. V��_a_�_Ory�N:�A �94M�i4aSii:�A•� Aa"Y OK�a rl� •t a_rari�ir� e �v'ss�s�w:s�xe►:esR � has-❖:w�.•:aiaav Sa"rer���:ib�eaesLe IV,l �•rr-r-aa4 -w:sr ��a.rar�r Ga.r:�vasv� a�►n�. -.s_az �►7r-aR.-a�� • i� it s i ii i! is rr • I� i j •i iF °i iR • INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWSODUC f Rr&yl&* Plying -�zth tk fkww WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION "a @Ascept ce PNol J` #8 X 3/4" SMS ft i ate -- e 0 3/8" FROM ENDS .175 X .062 DEEP AND 4-1/2" O.C. MAX. GROOVE PRODUCTRENEWEDt st r 1 as co•n I in with the Florida pY g z w Ln g v=i h O N O hz- W h N ZWQ � W 0 W o0i o zcr z� -� Building Code Fest / NOS►- o. 20-0107.06 E V Y i Expiration D e 07/21/2025 •� -._ _ - - -. - - Miami -D Product Control laG��3S '° Q X592 7 q U >r y DOOR PANELH 24 GA. (.024) STEEL MIN: EXTERIOR 15/16" MIN.b.l OPG. �� TATE OF 4&- drawing no. GLAZING SITE ®i✓ �4 , LOGBi®�;•h� j��v 02-21 WINDOW WIDTH ®itl SON o,Lb`'�, 71 11111% 11@ sheet 5 of 5 #8 X 3/4" SMS 1 i I 0 3/8" FROM ENDS A i I j l AND 7" O.C. MAX: 1 I (4) #8 X 3/4" SMS 0 1-3/8" FROM ENDS - II AND 6-1/2" O.C'. MAX. ! jlj� 1 it Jill 4111 .175 X .062 DEEP III :1 d GROOVE IjII Iljl 1/4" POLYCARBONATE LEXAN 1'1 BY SABIC INNOVATIVE PLASTICS' I Fl ilI NOA #15-0915.08 � ar cs O ilT1 S � W 0 z -� < Li I I ; fjl ISL) I;I L1 L: L Jill Ij( .175 X .062 DEEP GROOVE Ill (4) #8 X 3/4" SMS 0 1-3/8" FROM ENDS j j j I r ' AND 6-1/2" O.C. MAX. p� r t i J#8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. * -PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE •• - • .. i 1,144 r is :•• • • r EXTERIOR FRAME�' • • RIGID PVC ONE • ! • • i► �i iR �i ii �� iS 4i I! �i iR •i i� �r iR �:�=i�acs:v� �ei..:•a:�.�:wa�� = rveraz-azR �v�%a�ti�a��aa�R _d, A p W" - ca-a-♦�Y•N ns-�'.atlr� n wyr�vvs.r��r�c w-r.a:av�Qr-i:•-�A: „ --- --�+ ��-- i`a, Vii_.-.`_-_ —ii AI-_ _— �+ .• • 4 �® ► i i � R �I � i i •I iRR � ��if--� 1 �w4.ia�:s:%w:si� � aaictsa%%%+r.::;RTv� �v':�:+ifs:►:z�.z..% <M�l �Ls`. V��_a_�_Ory�N:�A �94M�i4aSii:�A•� Aa"Y OK�a rl� •t a_rari�ir� e �v'ss�s�w:s�xe►:esR � has-❖:w�.•:aiaav Sa"rer���:ib�eaesLe IV,l �•rr-r-aa4 -w:sr ��a.rar�r Ga.r:�vasv� a�►n�. -.s_az �►7r-aR.-a�� • i� it s i ii i! is rr • I� i j •i iF °i iR • INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWSODUC f Rr&yl&* Plying -�zth tk fkww WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION "a @Ascept ce PNol J` #8 X 3/4" SMS ft i ate -- e 0 3/8" FROM ENDS .175 X .062 DEEP AND 4-1/2" O.C. MAX. GROOVE PRODUCTRENEWEDt st r 1 as co•n I in with the Florida pY g z w Ln g v=i h O N O hz- W h N ZWQ � W 0 W o0i o zcr z� -� Building Code Fest / NOS►- o. 20-0107.06 E V Y i Expiration D e 07/21/2025 •� -._ _ - - -. - - Miami -D Product Control laG��3S '° Q X592 7 q U >r y DOOR PANELH 24 GA. (.024) STEEL MIN: EXTERIOR 15/16" MIN.b.l OPG. �� TATE OF 4&- drawing no. GLAZING SITE ®i✓ �4 , LOGBi®�;•h� j��v 02-21 WINDOW WIDTH ®itl SON o,Lb`'�, 71 11111% 11@ sheet 5 of 5