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HomeMy WebLinkAboutAPPROVED, 17091911 - 18' NOA 40-44DAB 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 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 t_he 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 8241811 Steel Sectional Garage Door up to 18'-2" Wide w/ Window Lite Option (DP +40.0, -44.0 PSF) APPROVAL DOCUMENT: Drawing No. 05-03 Rev 1, titled "Sectional Garage Door", sheets 1, 1.1, 2 through 5 of 5, dated 05/16/2005 and last revised on AUG 17, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 rer_ewal 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 shalt 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 port -ion of the NOA is displayed, then it shall be done in its entirety. NSPECTION: 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 # 16-0330.01 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 I. Chanda, P.E. ° NOA No. 17-0919.11 MIAMI-oaaE COUNTY' Expiration Date: March 29, 2022 Approval Date: December 14, 2017 ���t Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 05-03, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 05/16/2005, with revision H dated 03/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0128.06" 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 Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, PE. "Submitted under NOA # 06-0817.07" 3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test, per FBC, TAS 202-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 05-1445, dated 03/18/2005, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test report of Large Missile Impact Test, per FBC, TAS 201-94 and Cyclic Wind Pressure Test per, per FBC, TAS 203-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 05-1440, dated 05/11/2005, 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 08/17/1998, signed by W. A. Jackson, P.E. C. C_4LCULATIONS "Submitted under NOA # 14-0814.03" 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 # 09-0128.06" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 11/21/2008, signed and sealed by Humayoun Farooq, P.E. \- Lc,"A - Ishah I. Chanda, P.E. Product Control Examiner NOA No. 17-0919.11 Expiration Date: March 29, 2022 Approval Date: December 14, 2017 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 Polyearbonate 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 Insulfoarn 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 -CI P olyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. 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 Gi55 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. 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 5th edition (2014) FBC and of no financial interest issued by AI-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad, P.E. lshaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-0919.11 Expiration Date: March 29, 2022 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. 05-03 Rev I, titled "Sectional Garage Door", sheets 1, 1. 1, 2 through 5 of 5, dated 05/16/2005 and last revised on AUG 17, 2017, 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 11/29/2022. 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 (51h Edition) and FBC 2017 (6th 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 416-0330.01, expiring 03/29/22. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0919.11 Expiration Date: March 29, 2022 Approval Date: December 14, 2017 E -3 7-1/2" X 2-1/4" X 18 GA. GALV. STEEL CENTER HINGE - PUSH NUT W/ (4) #14 X 5/8" SMS O WITHOUT DELRON SLEEVE (STD.) p 7-1 /2" X 3°' X .071 " GALV. STEEL r (D O 7 END ROLLER HINGE I W/ (6) #14 X 5/8" SMS O O I WITHOUT DELRON SLEEVE (STD.) / WITH DELRON SLEEVE (OPTIONAL) O O ' 7-1/2" X 2-1/4" X .071" GALV. STEEL CENTER HINGE O W/ (4) #14 X 5/8" SMS 2/ DOOR © WITH DELRON SLEEVE (OPTIONAL) CENTER HINGE ° yl 1" W X .15 THK. LATCH }� STANDARD LOCK ` SPRING LOADED SLIDE BOLT (BOTH SIDES) B FASTENED W/ (4) #14 X 1/2" S.M.S. ---5/8" MIN. LOCK ENGAGEMENT ` CONFORMS TO SECTION 1008 REGARDING GARAGE D00 TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" STEEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILES SEE SCH. 'A' p �-- ............."ILA .158 DIA. GALV. AIRCRAFT TYPE o CABLE & NICO--PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR G_ 6"X3"X0.1" STEEL PLATE © o �� WITH (6) #14 X 5/8" SMS /--\ BRACKET BRACKET STD. LIFT DOOR LOW HEADROOM ' DOOR OPTION— �� OPTIONAL VENT 7-7/8" X 3-1/8" X .01o" (3) 5" WIDE AT 7" O.C. MAX. STEEL PLATE OPENING AREA NOT TO EXCEED WITH (4) #14 X 3/4" SDS 120 SO, IN. CENTER STILE oANDDLE] a> , J� mr `END STILE �t LOCK BAR GUIDES INSTALLED �L INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS 4 .18T X .6W 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 COLONIAL DESIGN MAX. DOOR WIDTH . 18'-2" OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE OPTIONAL FLUSH FACE WOOD GRAEN DESIGN r- — A L — A N m o a B w U O 00 a� 0 0 0 0 no Ld 0 v' w I Z op � �° r A N INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR DESIGN PRESSURE RATING = + 40..0 PSF #14 X 3/4" SELF DRILLING SCREWS MAY BE USED 44.0 PSF c*wjoywg rvlsiSc IN LIEU OF #14 X 5/8" SMS m a� Ii Acce -m Na � °` `t_1 ` I BAH DOORS INC. 1hHurricane Master® Model 824/811 Max. Size 18'-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 VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND ASTM E1886--05/ASTM E1996-09. � �`11914i1i�IPf/ s e ®` E OF �l m o o I 0 Z h W oZ� I� Oo�o i1 N m 0 ��I� Q'0?M o 0ano.°� 00br a O W U. W "o zoo 0(0 Q wcm)� N r` N rn I N r� O uL) 0O U - c o �] X w 1p Elf _ > v ¢ w E Q U -0 N &-O - 0 0 p ZCD N w o L o 0 m w w ti w m U7 N C/1 U1 � S S S S N c! Z Z Z Z s U U U U QQ OZ Z Z Z = 6 in �r p O O N O Q o f D Il O � I 0 r .. T m ti a � 0 m a o drawing no. 05-03 sheet 1 of DOOR HEIGHT CONSISTS OF TOTAL # OF 'U' BARS AT EACH DOOR 6'-6" 2 SECTIONS 18" 12 SECTIONS 21" 5 6'-9" 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21' - 7'-6" 5 SECTIONS 18" - 6 7'-9" 4 SECTIONS 18" 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 18" - 7 9'-3" 5 SECTIONS 18" 1 SECTION 21" 9'-6" 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 18" 5 SECTIONS 21" 10'-6" 6 SECTIONS 21" - 10'-9" 6 SECTIONS 18" 1 SECTION 21" 8 11' 5 SECTIONS 18" 2 SECTIONS 21° 11'--3" 4 SECTIONS 18" 3 SECTIONS 21° 11'-6" 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'--G" 6 SECTIONS 18" 2 SECTIONS 21" 9 12'-9" 15 SECTIONS 18" 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' 8 SECTIONS 21 " - 14'-3" 16 SECTIONS 18" 3 SECTIONS 21" 10 14'-6" 5 SECTIONS 18" 4 SECTIONS 21" 14'-9" 4 SECTIONS 18" 5 SECTIONS 21 " 15' 3 SECTIONS 18" 6 SECTIONS 21 15'-3" 2 SECTIONS 18" 7 SECTIONS 21" 15'-6" 1 SECTION 18" 8 SECTIONS 21" 15-9" 19 SECTIONS 21" - 16' 16 SECTIONS 18" 4 SECTIONS 21" 11 CENTER STILES 8'-0" TO 9'-10" DOOR WIDTHS • ■ ■ 1. DOOR WlgVS will 12'-0"TO ■ ■OO i ■ . - DOOR WIDTHS MA - al DOOR WIDTHS SCHEDULE 'A' 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 18'-2"1 5 ag yifig -0h buiding ca-da Aclmp4ancc No elpi mar, 2- ®eela��ulgr®a, Z m o� Z' N F . N Q a �oa`o a j N Lu 1% o1= I, n w- p�O'—m o p ao< A 0 Qw I , y. Lu - o 0(0 < M awm F- N r N O7 I N [1] M tL' o Q � O O CD W re) a a o< CD J E� z U � � N Q L U 0 Z N chi) in o m s� o �® w o T o i m m 21 O u t °e d OM1 U KTFOF z drawing no, 05-03 IIlm�bee sheet 1.1of 5 1/2" X 1-3/4" X 16 GA. FORMED TUBE 0 TOP OF EACH PANEL N. X 2-1/4" X 3/4" X 2" STEEL U.BAR REINFORCING TRUSS S FASTENED TO VERTICAL INTERMEDIATE STILES WO # 14 X 5/8" S.M.S. AND TO END STILE OUR # 14 X 3/4" SELF DRILLING SCR. �-1/4" X 3/4" X 2" L U.BAR REINFORCING TRUSS ® BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO #14 X 5/8" S.M.S. AND TO END STILE W/ FOUR #14 X 3/4" SELF DRILLING S. 1 ST SECTION (BOTTOM) REINFORCING TRUSS TWO AT BOTTOM PANEL OPTIONAL STOP BY DOOR STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A7 SOUTHERN PINE 0.55 S.G. 1-3/16" j 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 1/2- X 1-3/4" X 16 GA. OPEN TUBE @ BOTTOM OF EACH PANEL #14 X 5/8" SMS 6 PER HINGE 0, 0 16 GA. X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRILLING SCR. INTERMEDIATE SECTIONS REINFORCING TRUSS ONE AT EACH PANEL 24 GA. STEEL PANEL FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES @4"O.C. 3/16" POP RIVETS AT 4" O.C. (6) FOR 21 " STILES (5) FOR 18" STILES 16 GA. X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/$° S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRILLING SCR. O TOP SECTION REINFORCING TRUSS ONE AT EACH PANEL 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND SECURED TO (4) 3/16" END STELE WITH 3/16" POP RIVETS ® 12" O.C. POP RIVETS AND PUNCHED FLAPS 3/4" X 1-7/8" X 2-1/2" X .049" STEEL CENTER STILE, FOR QUANTITIES SEE SHEET 1 GLUED AND RIVETED TO PANEL # 14 X 5/8" S.M.S. (2) 3/16" 4/ HINGE POP RIVETS (2) 3/16" RIVETS_/ TOP & BOTTOM STEEL TRACK 7-1/2" X 3" X .071" 14 GA. X 2-1/8" X 1" (STANDARD) GALV. STEEL CENTER 12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) 7/16 PUSHNUT HINGE FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT w/ 1/4-20 X 5/8" TRUSS HD. INTERIOR SIDE SLOTTED M.S. & LOCK NUT SECTION B—B 7-1/2" X 3" X .071" END ROLLER HINGE 3/4" X 2" X 2-1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (4) 3/16" ALUM RIVETS SEE DETAIL ABOVE EDGE 7 DISTANCE 1 1.82" DIA. X .50" STEEL ROLLERS (STD.) 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) WITH 5" STEM 0 0 0 END STILE SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/8" POWER —BOLT BY 'POWERS' 2" MIN. EMBED INTO CONC. 2" MIN. EDGE DIST. ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING P lilVplUC f d Acceptance No cl Eapa but 7 "I.2w e s N n N rn I N O 0 �2 C O Ld p7 x U' l� � C: Q 0 ¢ U- 0 CL .0 E � (s co J C p z U -U N O Lo au�i 0 Z Lry N W O " (/) rf1 0 o m 0) a a N = r o qOo CY ® o 705 2 m 1 /4-20 SS BOLT e m v & NUT ®� A1rE OF ��� drawing no 05---03 ®�19ddlV491L0 sheet 2 of POP RIVETS 2" 2-3/4" X 5-1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET ON EACH SIDE FASTENED W/ (6) # 14 X 5/5" S.M.$, w z SECTION A —A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES .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 d 1-5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 1/2" 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 HORIZONTAL REINFORCEMENT \ 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO 2" X 5-1/2" X .104" VERTICAL STILES WITH GALV. STEEL (2) 3/16" POP RIVETS FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4-1/4" STEM OPTIONAL INSULATIONS: BY. 'DXEL6ST 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 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 30TTOM BRACKET FASTENED W/ (4) #14 X 5/8" SMS BOTTOM SEAL OPTIONS SEE SHEET 4 c� ~ z w c� =w Z w O a- 0 CO 0 HORIZ. TRACK SUPPORT, CENTER SUPPORT READ. ON DOORS EXPEEDING 8 FT. IN HEIGHT II II A —i 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 27ND 3RD 4TH 5TH B1 B2 B3 134 B5 36 B7 38 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" 11-3/4" 23" 34" 45" 56" 67" - V-O" 21' 21' 21 " 21 " N/A 1 " TO 2" 11-3/4" 23" 34" 45" 56" 67" - 7'-6" 18" 18" 18" 18" 18" 1 " TO 2" 1 1-3/4" 23" 1 34" 1 45" 1 56" 67" 78-1 /4" 8'-0" 21 " 18" 18" 18" 21 " 1 " TO 2" 1 1-3/4" 23" 1 34" 1 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 m 2-3/16" HIGH CONNECTED TO TRACK WITH 1/4" BOLTS & NUTS. m T m m m m m cv m m TRACK CONFIGURATION VERTICAL LIFT HIGH LIFT STANDARD LIFT AVAILABLE TRACK OPTIONS LOW HEADROOM DOUBLE TRACK Z M to ..Z F Lu � N as ��, 0�0 O,,, � t'7 CL 0:�❑ LL �'O�m 0 G ago O aLuDLL LLZU) -0 0 M 0 0 � Lim LL, N n rn I cV O L0 0 U 2 o C O W a U Qi M} Ll Q C � 0_ p Q LL. aCD rD J CO c O Z U 70 c! O L 1= 0 U 0 Z ,� w V) a ON 2 Y U TE®P ��qe drawing no. 05-03 sheet 3of 2BY WOOD 1-1/2" MIN. GE DIST. 1 /4" DIA. LAG SCRE1 AT 6" FROM ENDS AND 12" O.C. MAX. OPTION 'A' 1/4" DIA. LAG SCREWS AT 6" FROM ENDS AND 12" 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. 5/16" X 1-5/8" LAG SCREWS AT 12" O.C. d WOOD BUCK CONNECTION TO M SO RY �b 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 10" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 10" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 3" MIN. EDGE DISTANCE "1/2- 1/4" TAPPER BY 'POWERS' WITH SPACING OF 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 10" 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 22" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE CONTINUDUS ANGLE TRACK 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOOD BUCK 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 12" 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 = (18.16' X 40 PSF)/2 = 363.2 Lbs per Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB = (18,16' X 44 PSF)/2 = 399.5 Lbs per Ft. 1/16" X 2-1/2" FILLET WELDS AT 12" O.C. MAX, #8X1" SELF DRILLING SCREWS OR 3/16" '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'STRIPPIN� STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM REVERSE TRACK TO STEEL .050 224 .534 � �— 1.750 � 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. KG) W'STRIP ADAPTER STEEL RUBBER W'STRIPPING T_ .040 700 .348 1.790 --� BOTTOM SEAL OPTIONS ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'H}LTI' CONC. 1-1 /4" 8" 2" 3/8- CONFLEX BY 'ELCO' FILLED BLOCK 2" 8" 3-3/4" 3/8- DYNABOLT BY 'ITW' CONC. 1-1/2" 8" 2-3/4" 3/8" POWER —BOLT BY 'POWERS' CONC. 2" 8" 2" 3/8" SLEEVE —ALL BY 'SIMPSONS' CONC. 1-1/2" 8" 3" CONCRETE fc = 3000 PSI MIN. 5/16" DIA. BOLTS C-90 GROUT FILLED BLOCK Vrn = 2000 PSI MIN. WITH WASHER & NUT AT 12" Q.G. MAX. EDGE DIST. I 1 X 2-1/2" X 14 GA CONT. STEEL ANGLE 1-1/2 ALTERNATE TRACK INSTALLATION 12 GA. CALV. STEEL FLAT BRACKETS f3" 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 2-1/8" X 1" X 14 GA. GALV, STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4-2OX5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT CONTINUOUS ANGLE TRACK TO CONCRETE AND FILLED BLOCK Z °0 M � 0z 41 Oa � � OO�o LLINIL Lu m Ir Fn ~ U h uj rl 0"Q>i"n o 0 � n 0 O Qw5U LL LLI� to - o m 0CD < Q w 0 F_ N n N m 1 N cO E'7 L U - C O rq X T > a Q Q_ E— °0 o � I OZCD N O tD 0) aN a Ln W a w U a C o 0 L Lu N Er EL w 0 N a Z o U O n_ aam O = Q3 Z O ate. 73, a x m z vj r d m �2 0 o p r o o N o m m 7 n n M p O 0 O 0 0 ® oIN 70592 o ® O TB OP drawing no. 05--03 sheet 4 of 5 ®®1�PVP494b1i DOOR PANEL. 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER It 0_ #8 X 3/4" SMS �1 I 0 3/8" FROM ENDS t AND 7" O.C. MAX. I: I I (4) #8 X 3/4" SMS @ 1-3/8" FROM ENDS r i l l I AND 6-1/2" O.C. MAX. 1 jijl I l� .175 X .062 DEEP III�E GROOVE lIIIE 1/4" POLYCARBONATE LEXAN BY 'SABIC INNOVATIVE PLASTICS' NOA #15-0915.08 H W T a O O ry 0 Ld _j X I z d LaJ I 1�11 f,l Ijlj .175 X .062 DEEP GROOVE III I / (4) #8 X 3/4" SMS l; l @ 1-3/8°' FROM ENDS E j j I 1 AND 6-1/2" O.C. MAX. o' C f 1 I #8 X 3/4" SMS � CAD 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 18 1/8" MAX. D.L.O. .500 ,250 m Q 0 I Z l M t- Lj z w 1,765 1,725 Q N 0 0: 000 Lu 1.144 a w Q� VVm 176 }�- 0,800 a 0 m 0 Q aQQ * EXTERIOR FRAME * INTERIOR FRAME N 0 RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q Z � LUD6� LL �Zv! -0 00a w Q LLLI m I— i�M1d:�9 �ElTY'Al` �.�i� V .�9 pL�IL��a�P�t'�.` `iV,Y�9�T.i. A]►�Y•f!f!9 ` tl►;A7i�X��i�:�. IN #8 X 3/4" SMS 0 3/8" FROM ENDS AND 4-1 /2" O.C. MAX. 0 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION .175 X .062 DEEP GROOVE I - ------- -_--_-- DOOR PANEL) EXTERIOR 24 GA. (.024) STEEL MIN. 15/16" MIN. D.L. OPG. GLAZING BITE WINDOW WIDTH 01, A�� ®0'% No. 592 iEO4F e� /reg ®MAIL 171 F Z W U �n o ur r V) U N Q O 0 F= W N �o p o o N o .F m 7 n n m 0 0 0 0 i C w � c� z _ 0 0 a LO l< 21 drawing no. 05-03 sheet 5 of 5