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HomeMy WebLinkAboutNOADAB 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 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" Wide w/ Window Lite Option (DP +48.0, -52.0 PSF) APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with revision M dated 10/03/2017, sheets 1 through 6 of 6, 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 IMPACTRATING: 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 #17-1018.11 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. AdINEEMEMENINk NOA No. 20-0107.05 MIAMI•DADE COUNTY � � " Expiration Date: July 21, 2025 ' Z r Approval Date: March 5, 2020 Page 1 1 I 1 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. TESTS "Submitted under NOA # 11-04I4.13" i. 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-074267, dated 06/29/2007, 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. HIETImal1-3206, dated 02/10/2011, 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. HETI41-T101, dated 01/29/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # OS-0217.Al" 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., Test Report No. HETI 034328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, PE. 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 034329, 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, Test Report No. HETI 03-T078, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 034210.0499 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 # 144814.08" L Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. Carlos . Utrera, P.E. Product Control Examiner N®A No. 20-0107.05 Expiration Date: July 21, 2025 Approval Date: March 5, 2020 W;sss uiplI fjoILUANOWN C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128.0199 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.01 " 3. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. QUALITY ASSU NCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. TE AL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/20170 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 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/20176 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 # 054228.02" 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. 04-76145019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Submitted under NOA # 14-0814.08" 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. 4 11`; 0 f Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0107.05 Expiration Date: July 21, 2025 Approval Date: March 5, 2020 E-2 1. Drawing No. 98-05, titled " 24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with revision M dated 10/03/2017, sheets 1 through 6 of 6, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 1. None. 1. None. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). 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. 164108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/20226 3. Notice of Acceptance No. 154203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/20216 4. Notice of Acceptance No. 15A915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/17/2018. F. 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. G. OTHER I 1. This NOA renews NOA #174018.11. 1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0107.05 Expiration Date: July 21, 2025 Approval Date: March 5, 2020 E-3 n 7-1/2" X 2-1/4 X 18 GA. GAL a W/ 'WlTi 4 7 GAL W/ © WIT A CENTER' .158 DIA. CABLE W/ MIN. 5 WITS SELF DOOR HEIGHT CONSISTS OF TOTaI # of 'U' BARS AT EACH DOOR 6'-6" 2 SECTIONS 18" 2 SECTIONS 21" 3 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" 4 8'-6" 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' 12 SECTIONS 18" 4 SECTIONS 21" 10'-3" 11 SECTION 18" 5 SECTIONS 21" 10'-6" 6 SECTIONS 21" - 5 10'-9" 6 SECTIONS 18" 1 SECTION 21" 11' 5 SECTIONS 18" 2 SECTIONS 21" 11'-3" 4 SECTIONS 18" 3 SECTIONS 21" 11'-6" 3 SECTIONS 18" 4 SECTIONS 21" 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 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" 6 13'-9" 1 SECTION 18" 7 SECTIONS 21" 14' IS SECTIONS 21" - 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" 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" 9 SECTIONS 21" — OUTSIDE KEYED LOC}S ..OPTIONAL LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT Lt7CKS'SHOWN ABOVE CE�l REFER FOR TO SHEET 2 U-BAR PLACEMENT TQP FIXTURE 5-1/2" X 2-3/4" X 041" DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLOftIDA THIS PRODUCT 'iS RATED FOR LARGE..MISSILE IMPACT INSIDE ELEVATION BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR NVHZ AND ASTM E1886-05/ASTM E1996-09. STILE RAISED PANEL EMBOSSED DOOR GENERAL NOTES \� LOCK BAR GUIDES Jf 'L INSTALLED ON END STILE. WITH (4) It I x 5/s" sMs 18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR CENTER STILES DOOR WIDTHS 12'-0" TO 13'-10" DAB LOQRS INC, Hurricane Mastery Model 824/ MoX. Size 16'-2" X 16'-0" High With Window Lite Option DESIGN PRESSURE RATING = + 48.0 PSF — 52.0 PSF SCHEDULE 'A' CENTER STILES CONFIGURATION DOOR WIDTHS � OF CENTER STILES TO 9'-1O" 2 TO 11'-10" 2 TO 13'-10" 3 TO 15'-10" 4 15'-11" TO 16'-2" 5 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (NVHZ). 2. ANCHORS SHALL BE CORROSION RESISTANT; SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE EnMATERIAL 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 STANDARD: 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF' STRUCTURE RECEIVING TH18 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 1709.943 OF FLORIDA BUILDING CODE.. LABELING TO COMPLY WITH SECTION 1709.9.2- , i e T 0 ! t ► , _ no 3/4," SELF DRILLING SCREWS >t►s"WIDTHS rml 98 TO DOORWIDTHS �I loom M � N' ua � C'u w p t- . O? 0 n�oQTRI CD Ommw to 0 aml u`i ai F I- N N o drawing no, SCETION 4 SCEiION 3 SCEf10N 5 scEnQN 4 SCETION 3 SCETION 2 SCETION 1 SCETIOH 6 SCEt10N 5 SCEf10N 4 SCETION 3 SCEt70N 2 SCETION 1 HEIGHTRANGE 6"-6" TO 7'-0" (3) U-BARS SCETION 5 SCEfIQN 2 SCEfiON 1 5 'SECTION DOOR HEIGHT RANGE 7'-6" TO 8'-0" (3) U-BARS 6 SEGTION DOOR HEIGHT RANGE 9'-O" TO ta'-3" (4) U-BARS Mimi 101 7 SECTION DaQR HEIGHT RANGE 10'-9" TO 12'-3" (5) a —BARS � SEGTION DaoR HEIGHT RANGE 8'-3" TO 8'-9" (4) U-BARS 6 SEGTION DOOR HEIGHT RANGE 10'-6" (5) U-BARS SCETIQN 6 SCEfION 5 SCETION 4 SCETIaN 3 SCETION 2 SCEIION 1 • • scET1aN 2 SCETION 1 SCETION 10 SCEIION 9 SCETION 5 SCEttON 4 SCECION 3 scEnaN 2 scETIQry 1 8 SEGTION DOC?R HEIGHT RANGE 12'-6" TO 13'-3" (5) U-BARS 9 SECTION DOOR HEIGHT RANGE 14'-3" Ta 75'-9" (6) U-BARS 10 SECTION DaOR HEIGHT RANGE 16'-0" (6} U-BARS SCEnaN s SCE170N 2 scEIION i 8 SECTION DOOR HEIGHT RANGE 13'-6" TO 14'-0" (6) U-BARS tt cT REPlE E __ _ as complying with the Florida Building Code NOA-No. 20-0107.05 Expiration D te07/21/2025 By Miami~Dacfe Product Control co m LO O'. i' m M r„ Of s Z � H CD 0. to Ltt N U N � d � � O N Li In G1 - 0 CO a r I N � [D � M J ^ 0 v G Q i rt U W 4 4 m o� x U CJ U 40 U v o 0 o a ui rt � O D Fa- a�° 0592 a 4 µ c a _ O Y �aj O U i L �m a5 > •,U` drawing no. AL[111 t�� sheet 2 of 6 as complying with the Florida Building Code "20==01 1 1 Expiration e07/21/2025 By 0 Dad- Product Control GALV. STEEL 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 YJ/ FOUR #14 X 3/4" SELF DRILLING S. 15T SECTION (BOTTOMI REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD .JAMB .WITH 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A SOUTHERN PINE 0.55 S.G.I 1-3j16" STEEL TRACK BRACKETS 5EE SHEET 3 FOR SPACING 1 j2" x 1-3 f 4" X 16 ca OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES Wj TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRILLING SCR. INTERMEDIATE SECTIONS REINFORCING OPTIONAL STOP MOULDING BY DOOR INSTALLER jai X 5f8" SMS 6 PER HINGE 1 f 2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3f 16" POP RIVETS ° day 1-7/8" X 2111-5/8" X .OW STEEL e1 STILE, GLUED AND RIVETED [CENTER TO PANEL W/ (4) 3/16" RIVETS f2" MIN. # 14 X 5/8" S.M.S. ECT I F 4/ HINGE STEEL TRACK. 14 GA. X 2-1/8" X 1" (STANDARD} 12 GA. X 3-5f16" X 1-1f2" {OPTIONAL} FASTENED TO TRACK PLATES Wf 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT GALV. STEEL CENTER HINGE 7%8" PUSHNUT INSTALLED ON ROLLER SHAFT 1NTER(OR SIDE SECTION B—B 24 GA. STEEL PANEL FLAPS BENT OVER PANEL USE REINFORCING 'U' 'BAR AT rTOP SECTION ONLY AT Y I FOUR SECTION DOORS GAI .STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES Wj TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" S£LS DRILLING SCR. TOP SECTIOhi POP RIVETS 7-1f2" X .071"J END ROLLER HINGE 3f4" X 2" X 2-1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3116" ALUM RIVETS SEE DETAIL ABOVE _ EDGE DISTANCE 1.82" DIA, X .50" STEEL ROLLERS. 1.82" dfA. X .50" NYLON ROLLERS (OPT] .50" STEEL ROLLERS (OPT1 2.75" DIX X .50" NYLON ROLLERS (OPT, WITH 5" 1/2" PUNCHER HOLES i 0 4" O.C. a. I' i I I I I t i i 3j16" POP RIVETS AT 4" O.C. I r� (6) FOR 21" STILES (5} FOR 18" STILES 0 END STILE SOLIQ BRASS DtOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' /16" DIA. HOLES IN CENTER STILE TIONED AT EYE LEVEL .r `• :• POWERS'br"ng Cook • • • •NCw • r •BRACKET > •' BRACKET SPACING 0 1f4-20 ss BOLT & NUT max, o rn I � N V) z DO v U D X co O as o a U rn � � p © w co c� p .. N G1�S r W� m N to (n r 0 z a a o (0 o)000a! z z z t!i <r rt in n C O 9 a a o m o � o c o t �.70592 �, a G ' TBCaF 9b drawing no. ° Ray .. rs.•°°�°,` 98-05 '�Ji � AL lk\\\�, sheet 3 0€ 6 a 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 5/8" S.M.S. aa O 090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET Wj 5/16-18 X 3/4" HEX HEAD M. SCREWS & NUTS. TOP BRACKET' (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT ?" X 1-3/4" X .058" FORMED STEEL IED TO PANEL AND FASTENED TO 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR 5/16"'SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 2-1/2" X 4-1 j4" X 13 GA. STEEL PLATES WELDED TO 1-1/2" X 1-1/2" X 14 GA, ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS BOLT & NUTS CAL STILES WITH 3/16" POP RIVETS GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S: TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION ORIZONTAL REINFORCEMENT /2" X 1-3/4" X .058" FORMED STEEL LUED TO PANEL AND FASTENED TO ERTICAL STILES WITH Z) 3/16" POP RIVETS `16" MEETING RIB a: 82 DIA: X .50" STEEL ROLLERS 0 i j ,44 DIA_ X 5" STEM = w c7 z �. wjlD co OPTIONAL INSULATIONS: p BY 'DYPLAST PRODUCTS LLC' ISO-25 POLY—ISOCYANURATE DENSITY = 2A PCF N.O.A. #16-1108,04 OR BY `CELLOFOAM NORTH AMERICA' DENSITY = 1.03 PCF N.O.A. #15-1203 04 0R BY 'INSULFOAM LLV 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 = 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL sECTIoN A -A :SEE SHEEP 2 FOR LOCATION OF REINFORCING TRUSSES BorrOM sEAI QPTIQNs SEE SHEET 5 CENTER TRACK LENGTH = HQRIZ. TRACK SUPPORT, JPPORT READ. ON DOORS EEOING 8 FT. IN HEIGHT i t I I A -_--- -I Ii 14 GA. GALV. STEEL TRACK 12" 1-1 j2" X 1/2" X 1/8" HORIZ. ANGLE FOR DOOR HEIGHTS UPTO 7 FT. WITHOUT INSULATION OR WINDOWS, 2" X 2" X 1 j8" HORIZ. ANGLE FOR OR HEIGHTS ABOVE 7 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 ANQ TO SPRING SHAFT GUIDE WITH (2) 1/4-20 X 5/8" BOLT & NUT VERTIC;4L TRACK�v 2-1js" X 1" X .080"' SECTION A —A DOOR *SECTION HEIGHTS BRACKET .PLACEMENTS HEIGHT 1 ST 2ND 3RD 4TH 5TH B1 B2 B3 B5 B6 B7 B8 18" 18" 18" 18" N/A 1 " TO 2" 11-3/4" 23" 45" 56" 67" — 6'-6" 21" 18" 18" 21" N/A 1" TO 21' 1T-3/4" 23" r34 45 56 6721 " 21 21" 21 " N/A 1 " TO 2" 11-3/4" 23" 45" 56 67 18" 18 18"18"18" 1" TO 2" 11-3/4" 23" 45" 1 56" 67" 78-1 j4" 21" 18" 18" 18" 21" 1" TO 2" 11-3/4" 23" 34" 45 56" 67" 78-1/4" *—SECTIONS ARE NUMBERED STARTING Al IHt tiOIIUM FOR DOORS MORE THAN 8 FT: HIGH, USE ADDITIONAL TRACK BRACKETS AT 1 D" O.C. m 1.9"X2.19"X3.3"X:O90" STEEL TRACK BRACKETS 2-3/16" HIGH CONNECTED TO TRACK WITH BOLTS & NUTS. m m T� F.� TRACK CONFIGt1RATION ' • 1 � �T 1 • 1 1 1 1' VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADRQOM DOUBLE TRACK AVAILABLE TRACK-'OPTIQNS n 0 z m a n a C 0 0 N v a o o ii o^o0 c � N I m .aT drawing no. 98—Q5 sheet 4 of 6 4" vet DIST. 1-1/2" MIN. E GDIST. A o� 3 W NDS OD IU i i i ANDAT 61D1FR O C OM E MAX S WOOD BU 1 1 T D Q R 04C. MAX EWS OPTION `A' ��1 OPTfON `B' WOAD .BUCK CONNECTION TO WOOD SUBSTRATE {WOOD SPECIFtC GRAVITI` 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. lAG SCREWS AT 11" O.C. WOOD BUCK CONNECTION TO MASONRY 1' PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 1 GROUTED REINFORCED' MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 12" O.C: INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 1 9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN: EMBED 2-1/2" MIN. EDGE DISTANCE 1/4" TAPPERBY 'POWERS' WITH SPACING OF $" O.C. INTO GROUT FILLED :BLOCK WALL, WITH 1-1/2" MIN. EMBED 9" O:C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 3" MIN. EDGE DISTANCE 1 8" CONFLEX BY 'ELCO' OR 5 8" LDT BY 'ITW' WITH SPACING OF CONTINUOUS ANGLE TRACK 21" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED TO WOOD BUCK 3" MIN. EDGE DISTANCE 3J8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 8" D_C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4 it MIN. EMBED, 4" MIN. EDGE DIST. 11" 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 (16.17' X 48 PSF)/2 = 388 Lbs per FL. MAXIMUM INTERIOR(-) LOAD PER JAMB = (16417' X 70 PSF)/2 420.4 Lbs per Ft. #8 X 1" SELF DRILLING SCREWS DR 3/16" `RIVEX' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48" O.C. REINFORCEMENT 1 J2" X 1-3/4" X .058" FORMED STEEL W'STRIP ADAE ALUMI RUBBER: W'STRIPPING 1.750 STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS. IMPOSED BY OR SYSTEM 5/16" DIA. BOLTS WCjH WASHER &NUT AT 12" O.C. MAX. REINFORCEMENT 1-3/4" X 4058" FORMED STEEL SELF DRILLING SCREWS OR �3JTfi" `RIVEX' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48" O:C; RUBBER W'STRIPPING 534 .700 ) .348 1.790 BOTTOM SEAL OPTIONS ANCHOR SPACING 0 ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3Js" HLC SLEEVE BY 'HILTI' 3 8" CONFLEX BY 'ELCO' CONC. FILLED BLOCK 1-1/4" 2" 8" 8" 2" 3-3 4" 3 8" DYNABOLT BY '1TW' CONC. i-1J2" 8" 3" 3/8" POWER -BOLT BY POWERS' 3 8" SLEEVE -ALL BY 'SIMPSONS` CONC. CONC. 2" T-1/2" 8" 8" 2" 3"CD O Li CIO w p o0 c� � -o N LS o 0 O a to C o CONCRETE f'c 3000 PSI MIN. ¢ v t° C-90 GROUT FILLED BLOCK f'm _ 2000 PSI MIN � Q �I a DI bpi 1-1 JZ" �— CONT. STEEL ANGLE I 1-1 /2" 12 GA. GALV. STEEL 1/16" X 2-1/2 FLAT BRACKETS t3" LONG 2-1/8" X 1" X 14 GA. FILLET WELDS AT 12" O.C: IN DOOR OPNG. GALV. STEEL TRACK AT 12" O.C. MAX. AT 18" O.C. ABOVE DOOR CPNG. FASTENED TO TRACK PLATES CONNECTED TO CONT. ANGLE W/ (2) 1/4-2OX5/8" TRUSS HD. W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT REVERSE TRACK CONTINUOUS ANGLE TRACK TO STEEL TO CONCRETE AND FILLED BLOCK ALTERNATE TRACK .INSTALLATION ®ucT RENEWED complying with the Florida BUild'ong Ciode NOA-No. 20-0107"05 Expiration D e07/21/2025 _r�-� SFr: r-.��rr: nr�t•�rirzrn W 0 0 w 6 U � O m � a n uaa � o K a o w o' N z a O p o 0 0 vi 000 ro rn I o d � a drawing no. 98 sheet 5 of 6 DOOR PANEL 24 GA. (.024) STEEL MIN. 6" DIA. WASHER I i 0 3/8" FROM ENDS (\y./I �, �'i I i AND 7" O.C. MAX I g � (4) #8 X 3/4" SMS � z d 1-3/8" FROM ENDS i l l l I AND 6-1/2" O.C. MAX. r o I / /'f .175 X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY 'SAt3tC INNOVATIVE PLASTICS' N )A #15-0315.08 .175 X .062 DEEP GR06VE (� 1-3/8"FROM ENDS ANo s-1 j2" o.c. MAX. #8 X 3/4" SMS � 3/8" FROM ENDS AND 7" O:C. MAX: DIA, WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. X 0 0 21 3/4" MAX. 18 1/8° MAX. � 3/8" FROM ENDS AND 4-1/2" O.C. MAX. DOOR PANEL 24 GA. (:�24) STEEL MIN. r— 0 * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE L' '� EXTERIOR FRAME '� INTERIOR FRAME RIGID PVC ONE PIECE INJECTION IRIGID PVC ONE PIECE INJECTION � f Is�waiatie��:++ss�. fNSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION 175 X, .082 DEEP 15/16" MIN. EXTERIOR R uCT �E E E as complying with the Florida Building Code OA-No. 2 107.05 Expiration D te07/21/2025 By Miami-Dddb Product Control Z U fn SW � S N U O h Ul U U1 Q — O = a = su o �i o d r O p p a a o m � I � N � F � T a drawpping na. �U�VS sheet 6 of 6 oftwom