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APPROVED 16ft wide +27-30
DAB Door Company, Inc. 12195 NW 98`h 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 up to 16'-2" w/ Window Lite Option (DP +27.0, -30,0 PSF) APPROVAL DOCUAUNT: Drawing No. 03-06 Rev L, titled "Sectional Garage Door", dated 09/30/2003 and last revised on AUG 17, 2017, sheets 1, 1.1, 2 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahrnad, 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 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 revises NOA # 16-0330.03 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 Ishaq 1. Chanda, P.E. Expiration Date: August 14, 2021 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. 03-06, titled "Sectional Garage Door", dated 09/30/2003, with last revision K dated 03/21/2016, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 08-1106.05" 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 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of DAB 824 24ga sectional garage door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0915.12"' 2. Test Report on Large Missile Impact Test per FBC, TAS 201 and Cyclic Wind Pressure Test per FBC, TAS 203, of "Sectional Residential Door with Windows", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1348A, dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 3. Test Report on Uniform Static Air Pressure Test per FBC, TAS 202, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1337A, dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI 03-T058, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-0210.04" 5. 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 10/28/2003, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.07" 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. Ishaq'I. Chanda, P.E. Product Control Examiner NOA No. 17-0919.12 Expiration Date: August 14, 2021 Approval Date: December 14, 2017 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0324.06"' 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 01/20/2009, signed and sealed by Humayoun Farooq, F.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015 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. S. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and expiring on 02/24/2021. "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. 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 044251, dated 1 1/29/2004 signed and sealed by L Ghia, P.E. S. 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 1. Statement letter of code conformance to the 5' edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad, P.E. Ish q 1. Chanda, P.E. Product Control Examiner NOA No. 17-0919.12 Expiration Date: August 14, 2021 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. 03-06 Rev L, titled "Sectional Garage Door", dated 09/30/2003 and last revised on AUG 17, 2017, sheets 1, 1. 1, 2 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Al mad, 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 11/29/2022. 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 conformance to FBC 2014 (51" Edition) and FBC 2017 (6` Edition), prepared by Al Farooq Corporation, dated 08/17/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1, This NOA revises NOA 916-0330.03, expiring 08/14/21. Isaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0919.12 Expiration Date: August 14, 2021 Approval Pate: December 14, 2017 E -3 d 7-1/2" X 2-1/4" X 18 GAa—� PUSH NUT GALV. STEEL CENTER HINGE 0 W/ (4) #14 X 5/8" SMS e WITHOUT DELRON SLEEVE (STD.) O 7-1/2" X 3" X .071 " GALV. STEEL 11 O O J� END ROLLER HINGE I o m i I W/ (6) #14 X 5/8" SM t� WITHOUT DELRON SLEEVE (STD.) ti i WITH DELRON SLEEVE (OPTIONAL) 1 O 7-1/2" x 2--1/4" X .071" GALV. STEEL CENTER HINGE p W/ (4) #14 X 5/8" SMS LOCK \� WITH DELRON SLEEVE (OPTIONAL) 2/ DOOR o , CENTER HINGE �` I 1" W x .15 THK. LATCH STANDARD LOCK ` SPRING LOADED SLIDE BOLT (BOTH SIDES) `. FASTENED W/ (4) #14 X 1/2" S.M.S. ---5/8" MIN. LOCK ENGAGEMENT ` CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO—PRESS SLEEVE ` W/ MIN. 5 TO 1 SAFETY FACTOR o ILOW I I I 2-3/4"WX5-5/8"HX.090" THK.STEEL PLATE, 1-3/8" DEEPWITH (3) #14 X 3/4"SELF DRILLING SCREWSBRACKETRACKETSTD. LIFT DOOR HEADROOM DOOR OPTION CENTER STILE Of H 7-7/8"WX3-1/8"HX.010" THK. STEEL PLATE END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X 1" W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK (OPTIONAL LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" STEEL PLATE WITH ONE 5/15-18 MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILES SEE SCH. ELM. ]-I OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE L —Y A N C=111N11LM=j11CLCt-11 MRRM111 OPTIONAL VENTS (3) 5" WIDE AT 7" O.C. MAX. OPNG. AREA NOT TO EXCEED 120 SQ. IN. COLONIAL DESIGN MAX. DOOR WIDTH 16'-2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR OPTIONAL FLUSH FACE L A WOOD GRAIN DESIGN DESIGN PRESSURE RATING = + 27.0 PSF vqtoDuc 41 REVISED — 30.0 PSF #14 X 3/4" SELF DRILLING SCREWS MAY BE USED b c� � oksng ewe IN LIEU OF #14 X 5/8" SMS Area eeaDAB DOORS INC. LxPiDtate 2-j Hurricane Mastery Model 824/811 Ak,,1 Max. Size 16'-2" X 16'-0" High ° With Window Lite Option GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. 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. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISEBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. Z m rn .. Z M f"Uj H Qa fx 00` 0 (Lj N x F- LZ 0 v N ti v Ow`"! v0 aad 1 Q rya 0 Q W LL U, -M a w�� LLI N h N rn I N o' O to 00Q C C7 X A Q � Q a < CL E J CO Q U N z O a U0 rt Ld � o m an Lj L r, L U x = a z am z = i N r r U U w W o 0 C9 U 0 ¢ a a ¢ W, ____ 00F U U QQ O O O O CL Z z z Z C4)7Ili DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA .a o �? BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND L o r ASTM E1686-05/ASTM E1996-09. 2 o _ ®®'kilo oa0p]r®, e o.7 92 o r ±S o U L TATEOF ��® drawing no. ® Z -06 k���` sheet 1 of 5 DOOR HEIGHT CONSISTS OF 6'-6" 2 SECTIONS 18" 2 SECTIONS 21" 6'-9" 1 SECTION 18" 3 SECTIONS 21 " �' 4 secTloNs 21" - T-3" — — T-6" 5 SECTIONS 18" — 7'-9° 4 SECTIONS 1$" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" 8'-3" 2 SECTIONS 18" 3 SECTIONS 21" 8'-6" 1 SECTION 18" 4 SECTIONS 21" 8'-9° 5 SECTIONS 21" — 9' 6 SECTIONS 1$» — 9'-3" 5 SECTIONS 18" 1 SECTION 21" 9'—fi" 4 SECTIONS 18" 2 SECTIONS 21" 9'-9" 3 SECTIONS 18" 3 SECTIONS 21" 10' 2 SECTIONS 1 B" 4 SECTIONS 21 " 10'--3" 1 SECTION 1$" 5 SECTIONS 21 " 10'-6" 6 SECTIONS 21 " — 1 b'-9" 6 SECTIONS 18" 1 SECTION 21 " 11' 5 SECTIONS 1B" 2 SECTIONS 21" 11'-3" 4 SECTIONS 18" 3 SECTIONS 21" 11'—&" 3 SECTIONS 18" 4 SECTIONS 21" 11'-9" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21" 12'-3" 7 SECTIONS 21" — 12'-6" 6 SECTIONS 18" 2 SECTIONS 21" 12'-9" 5 SECTIONS 1$" 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21 " 13'-3" 3 SECTIONS 18" 5 SECTIONS 21" 13'-6" 2 SECTIONS 18" 6 SECTIONS 21" 13'-9" 1 SECTION 18" 7 SECTIONS 21" 14' $ SECTlON5 21 " 14'-3" 6 SECTIONS 18" 3 SECTIONS 2i" 14'-6" 5 SECTIONS 18" 4 SECTIONS 25" 14'-9" 4 SECTIONS 18" 5 SECTIONS 21" 15' 3 SECTIONS 18" 6 SECTIONS 21" 15'-3" 2 SECTIONS 1$" i SECTIONS 21" 15'-6" 1 SECTION 18» 8 SECTIONS 21" 15'-9" 9 SECTIONS 21" — 16' 6 SECTIONS 18" 4 SECTIONS 21" a o 0 0 I r� 0 F-to h z Q H 2 . N Cal as EL' oo` o J N CL Mct EL 0 uNm v�L pro'-m o 0aa� 0�� 0 a �z� � (n - O 2 B4) a Wm N rr N 03 I M Q LO 0 U o C a I� I Mn X Ld T Q 0 Q a E - J co C p O z U f a L 0� CENTER STILES U O Z C� H O SCHEDULE 'A' Vwj ©� c o ® t?blitii�C$ 0 _ s ecempig"s with the vft" ", 8'-0" TO 9'-10" f skiing ewk DOOR WIDTHS Ameplee NO � 112 gai late ®®®®® a n 0 C N O 10'—d" TO 11'-10"Pa F DOOR WIDTHS U N ®® N C U N 12'-0» TO 13' j 0" .2 o n DOOR WIDTHS ' > N O C ���4hPPBP1B o I m 14'-0" TO 15'-10" ° ® I a DOOR WIDTHS c.7 92 ems- v O U Y 1rAirE OF � °�Z�e drawing no. 15'-11' TO 16'-2" 03-06 s� ®� y DOOR WIDTHS "Ili IMWX sheet 1.1of 5 CENTER STILES CONFIGURATION DOOR WIDTHS � OF CENTER STILES 8'-0" TO 9'-10" 2 10'-0" TO 11'-10" 2 12'--0" TO 13'-10" 3 14'-0" TO 15'-10" 4 15'-11" TO 16'-2" 5 1/2" X 1-3/4" X 16 GA. OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL BOTTOM SEAL OPTIONS SEE SHEET 4 STEEL TRACK BRACKET FASTENED 1 ST SECTION (BOTTOM) TO WOOD JAMB WITH INTERMEDIATE SECTION 5/16" X 1--5/8" LAG SCREW (FULLY THREADED) FOR CONNECTION OF WOOD BUCK ONE PER BRACKET TO MASONRY SEE NOTE ON SHEEP 4 OPTIONAL STOP MOULDING BY DOOR INSTALLER # 14 X 5/8" SMS 6 PER HINGE 1/2" X 1-3/4" X .058" FORMED STEEL 4 a TGLUED TO PANEL AND SECURED TO END STILE WITH 3/16" ALUM RIVETS @ 12" O.C. TOP SECTION 1-7/8" X 2-5/8" X .049" STEEL CENTER STILE, GLUED AND RIVETED ji 1 TO PANEL W/ (4) 3/16" ALUM RIVETS 1 1/2" MIN. ! ALUM RIVETS I # 14 X 5/8" S.M.S. 4/ HINGE "1-3116- (1.9 " X 2.19 " X 3.3 " X 12 GA. 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 24 GA. STEEL PANEL FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES-1 ® 4" 0.C.�1 a\ I E I I I I I I I rI 3/16" ALUM RIVETS AT 4" O.C. (6) FOR 21" STILES (5) FOR 18" STILES 3/4" X 2" X 2-1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND 3/16" ALUM RIVETS SEE DETAIL ABOVE EDGE DISTANCE a-�1-3/16 n' p° ° .024" STL. PANEL ° OUTSIDE OF D00 -END STILE SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/1 fi" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL ANCHORS AT TRACK BRACKET: A) 315" DIA, EMER—EOLT BY 'POWERS' 2" MIN. EMBED INTO CONCRETE 1-7/8" MIN. EDGE DISTANCE B) 3/8" D& H Q SLEEVE BY 'HILTI' 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1-5/8" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE Vc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. ANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 7-1/2" X .050 INTERIOR SIDE 7-1/2" X .071" & NUT SS BOLT GALV. STEEL END ROLLER HINGE CENTER HINGE 1.82" DIA. X .50" STEEL ROLLERS (STD.) 7/16" PUSHNUT 1.82" DIA: X .50" NYLON ROLLERS (OPTIONAL) INSTALLED ON ROLLER SHAFT SECTION B---B 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) WITH 5" STEM 11I9IdIpf Zr ano m Z M N w a N a poi` wC4 G t 0QV) v0� >M o 0 (L 0 Ora O wDLL N Z(1) 0 a M c� m Q Lu0 Lu (N N m I rr 0 p U 0 c C 1 Ld �j x 0 Qj Q v ¢ L` CD CL J CO C Q 0 N Z L U O Z C2 N w Ln a QLIN= w 0 z z z o 00000ti o 0 0 0 0 o a z z m z 7) Uj v d �2 ro r o O N 0 •� o .- o 0 0 v 0 S_ Y J (,,D A�4 ®os 0 Pam® o cn 3 a 0 . 0592 ~ T x Z a H v u e 4EOF ° °��` drawing no. g CORM 03-06 S� ee � 1O A� `� ®\ sheet 2 of 3/16" ALUM RIVETS 2" AT 12" O.C. 2-3/4" X 5-1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET ON EACH SIDE FASTENED W/ (6) # 14 X 5/8" S.M.S. .090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16-18 X 3/4" HEX HEAD M. SCREWS & NUTS. + TOP BRACKET (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR .....,..... J Lcl z a s� SECTION A —A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES < 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 ZIZONTAL REINFORCEMENT X 1-3/4" X .059" FORMED STEEL 2" X 5-1/2" X .104" IED TO PANEL AND FASTENED TO GALV. STEEL ,TICAL STILES 'WITH FASTENED W/ (4) # 14 X 5/8" S.M.S. 3/16" POP RIVETS TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .055" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" ALUM RIVETS 5/16" MEETING RIB PLASTIC/STEEL ROLLERS 1.82" DIA. X .50" W/ .44 DIA. X 4-1/4" STEM OPTIONAL INSULATIONS: BY 'DYPLAST 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 '(NSULFOAM LLC' DENSITY = 0.92 PCF N.O.A. #17-0221.06 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (6) #14 X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED —ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) # 14 X 5/8" SMS BOTTOM SEAL OPTIONS SEE SHEET 4 HORIZ. TRACK SUPPORT, CENTER SUPPORT READ. ON DOORS EXPEEDING 8 FT. IN HEIGHT II II A II HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK 2 X 2 X 1/8" HORIZ. ANGLE 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 B2 B3 E34 B5 BB B7 B8 6'-0" 18" 18" 18" 18" N/A 1 " TO 2" 11-3/4" 23" 34" 45" 56" 67" — 6'-6" 21 " 18" 18" 21 " N/A 1 " TO 2" 1 1-3/4" 23" 34" 45" 56" 67" — 7'-0" 21 " 21 " 21 " 21 " N/A 1 " TO 2" 1 1-3/4" 23" 34" 45" 56" 67" — 7'-6" 18" 18" 18" 18" 18" 1 " TO 2" 1 1-3/4" 23" 34" 45" 56" 67" 78-1 /4" 8'-0" 21 " 18" 18" 18" 21 " 1 " TO 2" 111-3/4" 23" 1 34" 45" 56" 67" 78-1 /4" *—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.0 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS rl 2-3/16" HIGH CONNECTED TO TRACK WITH V) 1/4" BOLTS & NUTS. m T m cn m m m N m m TRACK CONFIGURATION VERTICAL LIFT HIGH LIFT STANDARD LIFT AVAILABLE TRACK OPTIONS LOW HEADROOM DOUBLE TRACK `�`1d9h801gl�®� � IGEN n 0 4+i Z a m C z � fi N n CD Qg IL �LD Q: pp�0 J N �aF LL 0 nyti Lu cy o Q ILO H o v�N0 m z_ " Q LaDU- Lu to - o Q uj cn N rn I N pr) O 0 0 OT w ro O a >_ < p Q LL. CD Q E CO Q 0 —0 Z O '- }— 0 (; N w O Z m 0) 592 w � V I10\x sheet drawing no. 03-06 of a z 1-1/2" MIN. Of d GE DIST. om ` m 3� Ld I 3 4" IN. DGE DIST. g a m m I �0 WOOD BU I AT AND 6 21 O.C. " FROM MAX SCREWS I WOOD OPTION 'A' OPTION 'B' 1/4' DIA. LAG SCREWS AT 6" FROM ENDS AND 21" O.C. MAX. 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. 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 /4" ULTRACON BY 'ELCO' WITH SPACING OF 14" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 16" O.C. INTO 3000 PS! CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 10" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1--1/2" MIN. EMBED 12' 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 'ITW' WITH SPACING OF 24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 5/ 16"X 1-5/8'. A CONTINUOUS ANGLE TRACK TO WOOD BUCK 3/6" HLC SLEEVE BY 'HILTI' WITH SPACING OF 6" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED, 4" MIN. EDGE DIST. 16" 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 27 PSF)/2 = 218.2 Lbs per Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB = (16,16' X 30 PSF)/2 = 242.4 Lbs per Ft. /16" X 2-1/2" FILLET WELDS T 12" O.C. MAX. #8 X 1" SELF DRILLING SCREWS OR 3116" 'RIVEX' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48" O.C. REINFORCEMENI 1/2" X 1-3/4" X .058' FORMED STEEL W'STRIP ADAPTER ALUMINUM RUBBER W'STRIPPII`vv STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 050 22 .55334 I— 1.750 -� T REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL #8 X 1" SELF DRILLING SCREWS OR 3/16" 'RIVEX' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48" O.C. 0 W'STRIP ADAPTER STEEL RUBBER W'STRIPPING T—.040 00 7 348 1.790 BOTTOM SEAL OPTIONS P{$g°Dur,f> vrMI A c No � But' , ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3 8" HLC SLEEVE BY 'HILTI' CONC. 1-1/4" 8" 1-5/8" 3 8" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1-1 4" 8" 4" 3 8" DYNABOLT BY 'ITW' CONC. 1-1 /2" 8" 2" 3 8" DYNABOLT BY 'ITW' FILLED BLOCK 1-1/2' 8" 3-3 4" 3/8" POWER -BOLT BY 'POWERS' CONC. 2" 8" 1-7/8" 3/8" SLEEVE -ALL BY 'SIMPSONS' CONC. 1-1/2' 8" CONCRETE f'c = 3000 PSI MIN, 5/16" DIA. BOLTS C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. WITH WASHER & NUT AT 12" O.C. MAX. EDGE DIST. 1b bI 1-1/2' CON STEEL ANGLE X 14 GA 1-1/2" 12 GA. GALV. STEEL FLAT BRACKETS ±3" LONG AT 12' O.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE REVERSE TRACK TO STEEL ALTERNATE TRACK INSTALLATION 2-1/8' X 1' X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4-20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT CONTINUOUS ANGLE, TRACK TO CONCRETE AND FILLED BLOCK ®��a1llosa��r m a 0 I 0 Z w QZ M� W N C7 (L Iz 004 Wcq., IL �OH Q 0Vlti G Wrl R °o D0.0A Ti DN�� � O N a W Z) IL * Z 0 °m 2 m w a Q w os E I- N n N I N cD M D' O L 0CO 0 U — Q G O W n x Q c: > a 0Q� d CD0--, _W CO o z ULo �� L 0 U O Z W U) L0 o 0 m rn = r e a 705 a ,O ti b L e M6 U a s E OP ��a drawing no. 03-06 ®e►eI;IIiee�aAL sheet 4 of 5 F x c� W x 0 0 z 3 DOOR PANEL 24 GA. (.024) STEEL MEN. 7/16" DIA. WASHER #8 X 3/4" SMS ® 3/8" FROM ENDS AND 7" O.C. MAX. (4) #8 X 3/4" SMS 0 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX, .175 X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY 'SABIC INNOVATIVE PLASTICS' NOA #15-0915.08 .175 X .062 DEEP GROOVE (4) #8 X 3/4" SMS @ 1-3/8" FROM ENDS AND 6-1 /2" O.C. MAX. #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 21 3/4" MAX. WDW. WIDTH x = w :2 18 1/8" • o MAX. Q � o D.L.O. o Fi. A B C �LMLJ 500 250 m 0 0 I r7 D o Z o- w 0 z La '4 a YJ N < 1:765 1.725 Q 2 N a ui 0 CA 131 44 a ? LV p &L 0 o U) 0 p W ri 176 800 O A 0 0 * EXTERIOR FRAME * INTERIOR FRAME 0 (00 O a co RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q frJ3LL U. .N 0(D< w aLu0��- INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION #8 X 3/4" SMS 0 3/8" FROM ENDS .175 X .062 DEEP AND 4-1/2" O.C. MAX. GROOVE 1° ouuc C REV _as oxapblag with tine - - - -IpAiding _. _.._.._.._..1. _.._.._.._.._. _ _.._. -:. DOOR PANEL 24 GA. (.024) STEEL MIN. 15/16" MIN. GLAZING BETE WINDOW WIDTH EXTERIOR D.L. OPG. v�911a9I&!! ® 705,92 ®_ �a TE OIF N n N CD 1 N co n O � a d00 U C o ., L X < Q Q L.L- a C' s E� J � C 4 Z rD U N O Lo F O C7 N O O W cn 0 u7 q o NLD u sheet 5 of �