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HomeMy WebLinkAboutprdocut approval1 c 2195 NW98' Avenue ilialea �r 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. LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, modeUseries 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 #174018.12 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 1• 1�r � r. A. WINGS "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. TESTS "Submitted under NOA # II-0414.1299 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-074200, 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. HET141-3204, dated 01/20/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E&08 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI41-T100, dated 01/21/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # OS-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 034328, 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 034329, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Report on Tensile Test per ASTM E4 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. CALCULATIS "Submitted under NOA # 14-08I4.10" 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. fl � 2 17 t Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-010i.06 Expiration Date: July 21, 2025 Approval Date: March 5, 2020 E-1 I 111 r,i r R&MUMIMA "Submitted under NOA # II-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 # 094128.02" UAL,ITY ASSU CE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) 1. Notice of Acceptance No. 134717.01, 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 11/29/20176 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 01/11/20170 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 O1/11/20179 5. Notice of Acceptance No. 104129.04, 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. BETI 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. �17/l E Carlos M. Utrera, P.E. Product Control Examiner N®A No. 20-0107.06 Expiration Date: July 21, 2025 Approval Date: March 5, 2020 E-Z 11111 1 1 1 1 1 i i I I 1 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' ASSU 1�TCE L Miami Dade Department of Regulatory and Economic Resources (RER). 1 u: �! :�iC��1:71 Y 1 �C�7r1 Y [�7►f 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 01/11/20220 3. Notice of Acceptance No. 154203.04, 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. I��I lIr Y �ltrl �1►11 IE 1. Statement letter of code conformance to the 6th edition (2017) FBC, prepared by Al Farooq Corporation, dated 12/23/20191 signed and sealed by Javad Ahmad, P.E. 1. This NOA renews NOA #17-1018.12. ` 7 1 41 P 7,6 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0107.06 Expiration Date: July 21, 2025 Approval Date: March 5, 2020 E-3 7-1/2" X 2-1/4" X 18 ,GA. GALV. STEEL CENTER HINGE 000 W/ (4) #14 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.) 7-1/2" X 3" X .071" E END ROW/ (6) #14 X WITHOUT DELRON SLI © WITH DELRON SLEEVE 7-1/2" X 2-1/4" X .071 GALV. STEEL CENTER HINGE Q W/ (4) #14 X 5/8" SMS _ WITH DELRON SLEEVE (OPTJQNACL � u � i 1 CENTER HINGE �� STANDARD i SPRING L FASTENED 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 I WITH (3) #14 X 3/4" SELF DRILLING SCREWS eRACKEr STD. LIFT DC DOOR HEIGHT CONSISTS OF TOTAL # OF 'U' BARS AT EACH DOOR 6'-6" 2 SECTIONS 18" 2 SECTIONS 21" a 0 a 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 IB" 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" W' 6" 4 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" 1 SECTION 21" 5 SECTIONS 18" 2 SECTIONS 214 SECTIONS 18"13 SECTIO3 V SECTIONS 18"4 SECTIONS 21" 2 SECTIONS 18"j5 SECTIONS 21"1 SECTIONS 18" 6 SECTIONS 21" 12-3" 7 SECTIONS 21" SECTIONS 18" 2 SECTIONS 21" 5 SECTIONS 18" 3 SECTIONS 21" 4 SECTIONS 18" 4 SECTIONS 21" K12�6�6 3 SECTIONS 18" 5 SECTIONS 21" 2 SECTIONS 18" 6 SECTIONS 21" 1 SECTION 18" 7 SECTIONS 21" 8 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" - 16' 6 SECTIONS 18" 4 SECTIONS 21" OUTSIDE KEYED LOCK .OPTIONAL LOCK .BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE VCtVIGR. JIILGJ 10"-O" TO 11'-10" DOOR WIDTHS 12'-O" TO 13�-10" CENTER' STILES CONFIGURATION. OOOft WIDTHS � OF CENTER SALES TO 9'-10" 2 TO 11'-1'0" 2 TO 13'-10" 3 TO 15'-10" 4 15'-t 1" TO 16'-2" 5 14'-0" TO 15'-10" DOOR WIDTHS 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVEDE INFORMATIdN FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THE$ 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 0 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. ..elm #14 X 3/4" SELF DRILLING SCREWS MAY BE USED IN LfEU OF #14 X 'SJ$" SMS U w w w m xxxu- rn n o ZZ z z, o Lu a> o 0 o a a � �.7 592 r a+ O Y O U i L a m a v STA OF �� drawing no.Rio I .sheet 1 of 5 ).BAR REINFORCING TRUSS �F PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO #14 X 5/8" S.M.S. AND TO END STILE W/ FOUR #14 X 3/4" SELF DRILLING S. z iE � p . U W '� Z OLL D z 0 w m ct 1 ST SECTION {BOTTOM) STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A ONE PER BRACKET SOUTHERN PINE 0.55 S.CK 1 1-3/1 fi" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING INTERMEDIATE SECTION OPTIONAL STOP MOULDING BY DOOR INSTALLER It 14 X 5/8" 5MS 6 PER HINGE TOP SECTION / 1/2" X 1-3/4" x .05$"FORMED STEEL J GLUED TQ PANEL AND SECURED TO END STILE WITH (4) 3/16 POP RIVETS ''a a 1-7/8" X 2-5/8" X .049" STEEL Q� CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS MIN. VA C /1HINGE/8" S.M.S. i STEEL TRACK 14 GA: X 2-1 f 8" X 1" (STAhtDARD) 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 t GALV. STEEL_ CENTER HINGE INTERIOR SIDE 7j8" PUSHNUT INSTALLED ON ROLLER SHAFT SECTION B-B 24 GA. STEEL PANEL FLAPS BENT OVER PANEL r.. � 11i E E E as complying with the Florida 1/2" PUNCHED HOLES i Building Code @ 4" O.C, 1, , Mo�1-No. 17.06 Expirat ion e07/21/2025 By kr� Miami -Dade? Product Control t I I l i I 3/18" POP RIVETS i AT 4" O.C. I r' (fi) FOR 21" STILES (5)' FOR 1:8" STILES C n W to J z p0 a to .024" STL. PANEL o O . END STILE LU M 4 a END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE EDGE D15TANCE 3/ 16" 4 POP RlVETS� ° . , `. ,-+1173/16� b- END ROLLER HfNGE 1.82" DIA. X .50" STEEL ROLLERS 1:82" DIA. X .50" NYLON ROLLERS (OF DIA. X .50" STEEL ROLLERS (OF 2.75" DIA. X .50" NYLON ROLLERS (OF WITH 5 QUTSIDE 0 at U; co o o Urn � a L L at 0z N 0 LO INC o rn ( 0 SOLID BRASS DOOR VIEWER �' a3 o BY 'SCHLAGE SECURITY HARDWARE' <r 0 fN5TALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL ANCHORS AT TRACK .BRACKET: ,�/8" DIA: PO+NER-BOLT BY 'POWERS' MIN. EMBED INTO CONCRETE (3000 PSI MINN) 2" 'MIN. EDGE DISTANCE DIA. HLC SLEEVE BY 'HILTI` B) 4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 4" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. LANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4-2o sS BQLT 'NU7 IN 1,46 _V F •� •. w w r`w� m xxx�- r" in vi u� h a N a 0 z z z o NU U U Q4 � a o o a z z z o Q ,N o�oo c N O O _d � l 6 ~ O I a a° drawing 42-21 POP RIVETS 2 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/ 5j16-18 X 3/4" HEX HEAD M. SCREWS & NUTS. TOP BRACKET i (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR d� HORIZONTAL REINFORCEMENT tJ2" X 1-3/4" X .058" FORMED STEEL D TO PANEL AND FASTENED TO SECTION A -A SEE SHEET' 2 FOR LOCATION OF REWFORCING TRUSSES 7-5j8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 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'@" POP RIVETS GALV STEEL FASTENED Wj (4) # 14 X 5f8" S.M:S, TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 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 PLASTIC/STEEL ROLLERS 1.82" DIA. X :50" W/ .44 DIA. X 4-1 /4" STEM OPTIGNAL TN5ULATIONS: BY 'DYPIAST PRODUCTS LLC' ISO-25 POLY-ISOCYANURATE dENSITY = 2.0 PCF N.O.A. #16-1108404 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 HfNGES FASTENED MIN. .024" ROLL FORMED STEEL PANEL MAIL/ QUALITY G-40 MIN. YIELD STRENGTH 39 K51 WTFH PRIMER AND BAKED —ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL 12 GA. GALV: STEEL BOTTOM BRACKET FASTENED SEAL OPTIONS ET 5 TRACK CONFIGURATION HORIZ. TRACK SUPPORT, CENTER SUPPORT READ. ON DOORS EXPEEDING 8 FT. IN HEIGHT �) A HOR(Z. TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV: STEEL TRACK 1 /2" X 1 /8" HORIZ. ANGLE FOR DOOR HEIGHTS UPTO 8 FT. WITHQUT INSULATION OR WINDOWS, 2" X 2" X 1/8" HORIZ. ANGLE FOR OR HEIGHTS ABOVE 8 FT. OR DOQR5 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 1" X :080" SECTION A -A DOOR LLJ ', *SECTION HEIGHTS BRACKET PL,4CEMENTS HEIGHT 1ST 2ND 3RD 4TH 5TH B1 BZ 63 B4 B5 B7 B8 18" 1a" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" 67" - 6'-6" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" r56 67" r2l 21" 21 21 " N f A 1" TO 2" 11-3/4 23" 34" 45" 67" E78-1/4" 18" 18 18" 18" 1" TO 2" 11-3/4" 23" 34" 45" 67 18" 18 18" 210 1 " TO 2" 11-3 f 4" 23" 34" 445" 56" 67" *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE AL?DITIONAL TRACK SRAGKETS AT 10 O.C. STEEL'TRAGK BRACKETS 2-3/16" HIGH CONNECTED TO TRACK WITH /4 BOLTS & NUTS. VERTICAL LIFT HIGH UFT STANDARD LIFT ;AVAILABLE TRACK OPTIONS LOW HEADROLIM DOUBLE TRACK d h °' co � N c7 M z C0 0 0 0 w � m � � o t� Boa v a a o o rn � ❑ � o 0 0 c- ® 7 592 Nomm v �t Zama Za- D U i L Qj OF f9�ti drawing no. ;1Gas �t0 02-21 IYAL1/1161111 ` (sheet 3 of _ YYo•- .. EL DIST. z 1-1/2" MIN. I GE DIST* a i m om mC4a w m-o 1/4" DIA. LAG SCREWS 2BY <WOOD 1 1/4" DIA, LAG SCREWS WOOD 26Y AT 6" FROM ENDS AT 6" FROM ENDS BU I WOBU I i~\, AND 15" O.C. MAX. I AND 15" O.C. MAX. OPTION `A' r OPTION `B' WOOD BUCK CONNECTION TO WOOD .SUBSTRATE (WaoD sPEciFtc GRAV>n' sG=a.�� 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. 5j16" X 1-5j8" LAG SCREWS AT 12" O.C. n WOOD BUCK CONNECTION TO MASONRY �o P :' , PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I 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 13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED i 2-1/2" MIN. EDGE DISTANCE 1-1j2" 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" LOT BY 'ITW' WITH SPACING OF 23" O.C. INTO 3000 PSI CONCRETE; WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK 3/8" 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—Tj4"' 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 = (i 6.16' X 62 PSF)/2 = 291 Lbs per Ft. MAXIMUM INTERIOR(—) LOAD PER JAMB = (16.16` X 44 PSF)f2 = 355:5 Lbs per Ft. AT FILLET WELDS 12" O.C. MAX. #8 X 1 " SELF DRILLING SCREWS OR 3 j16" ' RIVEX' STEEL RIVETS MULTIGRIP Wj DOME HEAD AT 48" O.C. REINFORCEMEN' 1 /2" X 1-3/4" X .058 FORMED STEEI W'STRIP ADAPTER ALUMINUM RUBBER W'STRIPPIh� STEEL STfttJCTURE BY OTHERS MUST SUPPORT THE .LOADS IMPOSED BY OR SYSTEM 1-1 j2" REVERSE TRACK TO STEEL MEN 050 224 .55T34 ��1.750—�{ T 5/16" DIA. BOLTS WITH. WASHER & NU7 AT 12" O.C. MAX. I #8X1" SELF DRILLING SCREWS OR 'RIVEX' STEEL RIVETS MULTIGRIP W% DOME HEAD AT 48" O.C. W'STRIP ADAPTER. STEEL RUBBER W'STRtPPING ,7— 700 I ,348 ANCHOR SPACING ANCHORS STRUCTURE EMBED SPAGING EDGE DIST. HLC SLEEVE BY 'HI LTI' CONC. 1-1 4" 8" 2" ::a3 8" CONFLEX BY 'ELCO' FILLED BLOCKI 2" 8" 3-3 4" 3 8" DYNABOLT BY 'ITW' CONC. 1 1-1 2" 8" 2-1/2" 3 8" POWER —BOLT BY 'POWERS' CONC. 2'" 8" 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 DIST. wit CONT. STEEL ANGLE 12 GA. GALV. STEEL FLAT BRACKETS f3" LONG 2-1/8" X 1" X 14 GA. AT 12" O.C. IN DOOR OPNG. GALV. STEEL TRACK AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES CONNECTED TO CONT, ANGLE W/ (2) 1/4-2OX5/8" TRUSS HD. SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT o CONTINUOUS ANGLE TRACK TO CONCRETE AND FILLED BLOCK e .. zueffilau tion D;te�0�7/21/2025 ANNA 0. 0592 to OF > 1< ttl% �! N r� w N I cs to J to In N v � o N g Q ti � cQ w Qoa co � i3vLO pz{� N p rEl� 0 o a�i co Q N 2 0 n Z < U a r o W v vo Q a' uj z'woa �_ p o r o o a) � c a�i rn 0 N O 1 O CJ i a 1 � drawing no. 02�2� sheen 4 of 5 AT FILLET WELDS 12" O.C. MAX. #8 X 1 " SELF DRILLING SCREWS OR 3 j16" ' RIVEX' STEEL RIVETS MULTIGRIP Wj DOME HEAD AT 48" O.C. REINFORCEMEN' 1 /2" X 1-3/4" X .058 FORMED STEEI W'STRIP ADAPTER ALUMINUM RUBBER W'STRIPPIh� STEEL STfttJCTURE BY OTHERS MUST SUPPORT THE .LOADS IMPOSED BY OR SYSTEM 1-1 j2" REVERSE TRACK TO STEEL MEN 050 224 .55T34 ��1.750—�{ T 5/16" DIA. BOLTS WITH. WASHER & NU7 AT 12" O.C. MAX. I #8X1" SELF DRILLING SCREWS OR 'RIVEX' STEEL RIVETS MULTIGRIP W% DOME HEAD AT 48" O.C. W'STRIP ADAPTER. STEEL RUBBER W'STRtPPING ,7— 700 I ,348 ANCHOR SPACING ANCHORS STRUCTURE EMBED SPAGING EDGE DIST. HLC SLEEVE BY 'HI LTI' CONC. 1-1 4" 8" 2" ::a3 8" CONFLEX BY 'ELCO' FILLED BLOCKI 2" 8" 3-3 4" 3 8" DYNABOLT BY 'ITW' CONC. 1 1-1 2" 8" 2-1/2" 3 8" POWER —BOLT BY 'POWERS' CONC. 2'" 8" 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 DIST. wit CONT. STEEL ANGLE 12 GA. GALV. STEEL FLAT BRACKETS f3" LONG 2-1/8" X 1" X 14 GA. AT 12" O.C. IN DOOR OPNG. GALV. STEEL TRACK AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES CONNECTED TO CONT, ANGLE W/ (2) 1/4-2OX5/8" TRUSS HD. SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT o CONTINUOUS ANGLE TRACK TO CONCRETE AND FILLED BLOCK e .. zueffilau tion D;te�0�7/21/2025 ANNA 0. 0592 to OF > 1< ttl% �! N r� w N I cs to J to In N v � o N g Q ti � cQ w Qoa co � i3vLO pz{� N p rEl� 0 o a�i co Q N 2 0 n Z < U a r o W v vo Q a' uj z'woa �_ p o r o o a) � c a�i rn 0 N O 1 O CJ i a 1 � drawing no. 02�2� sheen 4 of 5 CONCRETE f'c = 3000 PSI MIN: C=90 GROUT FILLED BLOCK. f'm = 2000 PSI MIN. :EDGE DIST. wit CONT. STEEL ANGLE 12 GA. GALV. STEEL FLAT BRACKETS f3" LONG 2-1/8" X 1" X 14 GA. AT 12" O.C. IN DOOR OPNG. GALV. STEEL TRACK AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES CONNECTED TO CONT, ANGLE W/ (2) 1/4-2OX5/8" TRUSS HD. SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT o CONTINUOUS ANGLE TRACK TO CONCRETE AND FILLED BLOCK e .. zueffilau tion D;te�0�7/21/2025 ANNA 0. 0592 to OF > 1< ttl% �! N r� w N I cs to J to In N v � o N g Q ti � cQ w Qoa co � i3vLO pz{� N p rEl� 0 o a�i co Q N 2 0 n Z < U a r o W v vo Q a' uj z'woa �_ p o r o o a) � c a�i rn 0 N O 1 O CJ i a 1 � drawing no. 02�2� sheen 4 of 5 0 N O 1 O CJ i a 1 � drawing no. 02�2� sheen 4 of 5 drawing no. 02�2� sheen 4 of 5 F S O rK w j X a o Li z DOOR PANEL 24 GA, (.024) STEEL MIN. 7j16" QIA. WASHER #8 X 3j4" SMS 3j8" FROM ENDS AND 7" O.C. MAX: 1-3j8" FROM ENDS - AND 6-1 j2" O.C. MAX. .175 X .d62 QEEP GROOVE 1j4" POLYCARBbNATE LEXAN BY 'SABIC INNOVATIVE PLASTICS' NOA #15-0915.08 .175 X .062 DEEP GR40VE (4} #8 X 3j4" SMS 0 1-3j8" FROM ENDS AND 6-i j2" O.C. MAX. C� 3j8" FROM ENDS AND 4-1 j2" O.C. MAX. 3j8" FROM ENDS AND 7" O.C. MAX_ 7j16" DIA. WASHER * -PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE m y� h d h 1.765 1.725 00 1:144 ph VNh Imo— .800 o 176 4 O ® ri EXTERIOR FRAME INTERIOR FRAME a z o RIGIp PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION w a a 0 �wN -o OE a C4 tD r w0)E lw� INSIDE ELEVATIQN RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINQOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION 175 X .062 DEEP GROOVE i -------------- EXTERIOR 24 GA. (.424} STEEL MIN. 15j16" .MIN. 1 QOdR PANEL 24 GA. (.024) STEEL MIN. GLAZING BITE WIDTH .. 1 / 1 I r 1 1 0 i of N w cv 4 t t n z p0 0 w N3 a� 0 a � tD a Lo Z CD N o Nm `� C1 r t- cV z w v> v N o o~WAN W � c�,�000 a a m o 0 o r N 0 o cr o � n T m a drawing ry 02-Z 1 sheet 5 of 5