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HomeMy WebLinkAboutProduct ApprovalDAB 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 824/81.1 Steel Sectional Garage Door up to 9'-4" Wide w/ Window Lite Option (DP +50.0,-60.0 PSF) APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001, with last revision K dated 03/21/2016, 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or Iogo, 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 renews NOA # 15-0317.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 16-0330.02 Expiration Date: August 9, 2021 Approval Date: June 23, 2016 0&114 -Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001, with last revision K dated 03/2112016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0128.04" 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 a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149AB, dated 0612712008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09-0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12123/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 01-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by Hector M. Medina, P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No, HETI 01-969, dated 01118/2001, signed and sealed by Hector M. Medina, P.E. 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 08117/1998, signed by W. A. Jackson, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 16-0330.02 Expiration Date: August 9, 2021 Approval Date: June 23, 2016 E-1 DAB Door Company, Inc. OTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 14-0814.04" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/2412014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.04" 2. 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. 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 -C1 Polyisocyanurate 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 02/2412021. "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 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 1. Statement letter of code conformance to the 5t' edition (2014) FBC and of no financial interest issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad hmad, F.E. 4i# Carlos M. Utrera, P.E. Product Control Examiner NOA No. 16-0330.02 Expiration Date: August 9, 2021 Approval Date: June 23, 2016 E -2 DOOR HE[G]'T CONSISTS Or n 2 SECTIONS 18" 2 SECTIONS 21" 6'-^3" 1 SECTION 16" 3 SECTIONS 21" 7' 4 SECTIONS 21" — 7'-3" - 7-5" 5 SECT#ONS 18" - V-9' 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21- 1"8-3 5 -3 j2 SECTIONS 18" 3 SECTIONS 21" 8'-6" Il SECTON 18" 4 SECTIONS 21" 8'-9" 5 SECTIONS 21" - 9' 16 SECTIONS 18" - i 5 SECTIONS 18" 1 SECTION 21 " 91--6" 14 SECTIONS 18" 2 SECTIONS 21" 9'--9" 3 SECTIONS 18" 3 SECTIONS 21" 1O` 2 SECTIONS 18" 4 SECTIONS 21' 10'-3" 1 SECTION 18" 5 SECTIONS 21" 10'-6" 16 SECTIONS 21" - 10'-9" 6 SECTlON5_1$" 1 SECTION 21" 11' 15 SECTIONS 18" 2 SECTIONS 21" 11'-3" 4 SFURONS 18" 3 SECTIONS 21" 11'-6` 3 SECTIONS 18" 4 SECTIONS 21' 11'-9` 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 1S" 6 SECTIONS 21- 12,-31 17 SECTIONS 21" - 12'-6' 16 SECTIONS 18" 2 SECTIONS 21" 12'-9' 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS IS' 4 SECTIONS 21" 13'-3" 3 SECTIONS 18" 5 SECTIONS 21" 13'-6` 12 SECTIONS 18" 6 SECTIONS 21" 13`-9' 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14'-3' 6 SECTIONS 18" 3 SECTIONS 21" 14'-6" 5 SECTIONS 18" 4 SECTIONS 21" 14'-9' 4 5ECTIONS 18" 5 SECTIONS 21 " 15' 3 SECTIONS 18" 6 SECTIONS 21" 15'-3" 2 SECTIONS 18" 7 SECTIONS 21" 15'-5" 1 SECTION 18" 8 SECTIONS 21" 15'-9" 9 SECTIONS 21" - 16' 6 SECTIONS 18" 4 SECTIONS 21" 7-1/2" X 3" X .071" CALV. STEEL END ROLLER HINGE _ W/ (6) #14 X 5/8" SMS pY_-- WITHOUT DELRON SLEEVE (STD.) ` WITH DELRON SLEEVE (OPTIONAL) O OO 4 t s ' - 7-1/2" X 2-1/4" X .071" GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS - WITH DELRON SLEEVE (OPTIONAL) LOCK T2/ COOR r k j 1" W X .15" THK. LATCH I SCK SED SLIDE BOLT (BOTH SIDES) FASTENED W/ (4) #14 X 1/2" S.M-S. - 5/8" M€N. 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 II tf tLOWHEADROOM j r 6" X 3" X 0-1" 5 STEEL PLATE�WITH (2) #14 X 5/8" SMSOBRACKETSTD. LIFT DOOR N CENTER STILE 7-7/8" X 3-1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS END STILE J 11 LOCK BAR GUIDES 'L INSTALLED 4N END STILE WITH (4) #14 X 5/8" SMS -18T X .5W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED __LOCK {OPTIONAL LOCK BAR LOCKING SHCWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE TOP EXTURE 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 OPTIONAL DOOR VIEWER (6) #14 X 3/4" SELF DRILLING SCREWS TO BE INSTALLED AT CENTER STILE CENTER STILE -9- INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR #14 X 3/4" SELF DRILLING SCREWS MAY BE USED IN LIEU OF #14 X 5/8" SMS THIS PROINJU IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ), 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE, TAS -202, TAS --201 & TAS -203 FOR HVHZ AND ASTM E1886-OS/ASTM E1996-09. DAB DOORS INC. Hurricane Master® Model 824811 Max. Size 9'-4" X 16'-0" High With Window Lite Caption r D D J �l DESIGN PRESSURE RATING = + 50.0 PSF - 60,0 PSE PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16--0330„02 Expiration 08109/2021 13y _ ` . ' 10EN V; Miami -D d Product Control _- 0592 ti OF ZCn Z � W a � 0 a` IXLLJ G v cin v o LL) T1 Cr°'M o © anQ 4 za 000 oG 8 �� LL z� - o t� m Q W amt yw- C' cc 0 O 0 1,] o Lv LJ CD Q -j Q 4 Z 04 00 LLJ "° OkO3Q H O� p --T: u� :LC -j 0 o I I � � N � i a51 drawing no. 01-09 sheet 1 of 5 n f � 1 S i -_ 2 �o LJ _ I f = � o z z cr � 0 oI d W ❑ 1 _ U d w �> c6 cc I N 'i OPTIONAL VENT .- A ' (3) 5" WIDE AT 7" O.C. MAX. OPENING AREA NOT TO EXCEED OPTIONAL FLUSH FAC WOOD GRAIN DESIGN 120 SQ- IN. COLONIAL DESIGN MAX. DOOR WIDTH -9- INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR #14 X 3/4" SELF DRILLING SCREWS MAY BE USED IN LIEU OF #14 X 5/8" SMS THIS PROINJU IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ), 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE, TAS -202, TAS --201 & TAS -203 FOR HVHZ AND ASTM E1886-OS/ASTM E1996-09. DAB DOORS INC. Hurricane Master® Model 824811 Max. Size 9'-4" X 16'-0" High With Window Lite Caption r D D J �l DESIGN PRESSURE RATING = + 50.0 PSF - 60,0 PSE PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16--0330„02 Expiration 08109/2021 13y _ ` . ' 10EN V; Miami -D d Product Control _- 0592 ti OF ZCn Z � W a � 0 a` IXLLJ G v cin v o LL) T1 Cr°'M o © anQ 4 za 000 oG 8 �� LL z� - o t� m Q W amt yw- C' cc 0 O 0 1,] o Lv LJ CD Q -j Q 4 Z 04 00 LLJ "° OkO3Q H O� p --T: u� :LC -j 0 o I I � � N � i a51 drawing no. 01-09 sheet 1 of 5 FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE_ 0.55 S.G. I-0 EDC DIST° e , � ! i r 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 1 1/2" MIN. STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER TO WOOD .IAMB WfTH BY 'SCHLAGE SECURITY HARDWARE' 5/16" X 1-5/8" LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE (FULLY THREADED) ONE PER BRACKET POSITIONED AT EYE LEVEL OPTIONAL STOP MOULDING BY DOOR INSTALLER #14 X 5/8" SMS 3/4^^ X 2" X 2-1/2" X 18 GA. STEEL 6 PER HINGE END STILE, CONNECT TO PANELS WITH 1/2" X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE END STILE WITH 3/16" POP RIVETS 0 12" O.C. 1-7/8" X 2--5/8" X .045- STEEL -CENTER STELE, GLUED AND RIVETED TO PANEL w/ (4) 3/16" RIVETS i POP RNEF5� I X14 X 5/8" S.M.S. i 4/ HINGE 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT STEEL TRACK 14 GA_ X 2-1/8" X 1" (STANDARD) 12 GA. X 3-5/16" X 1-112' (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD, SLOTTED M.S. & LOCK NUT 7-1/2" X .071" GALV. STEEL J CENTER H4NGE SECTION B--$ INTERIOR SIDE 7-1/2" X 3" X .071" END ROLLER H4NGE EDGE DISTANCE 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 I 24 GA. STEEL PANEL 3/16" ALUM RIVETS t 1p, € I ° 1 € f 1 € € € I I I , o ° FLAPS BE=NT OVER PANEL 1/2" PUNCHED HOLES @4"O.C_ m Q — a � o z M�Iw Z `4 Q FUjti �00�.c �} LE] 0 Cr 0 D 0ma< ox U10Qa�a>nl LL W 0 � o 004 j Q wog N END STILE ' Off ANCHORS AT 'TRACK BRACKET:Lj o a A) " —'POWERS' LL! r,, Q 2" MIN. EMBED INTO CONCRETE J ,L_ 1-7/8" MIN, EDGE DISTANCE B) DIA. HLC SLEEVE_BY 'HrLT€' c¢a # Z 1— cri 1 —Z cn .3/8" 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q 'v) M Cn 1 1-5/8" MIN, EDGE DISTANCE INTO CONCRETE 3 z Of Q m in 0 4" MIN. EDGE DISTANCE INTO FILLED BLOCK � C, o = >n CONCRETE Vc = 3000 PSh MIN. {�j1 n W C-90 GROUT FILLED BLOCK Vm = 2000 PSI MIN. I m —1 ANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4-20 SS BOLT & NUT PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16-0330,02 Expiration 08/09/2021 By Miami- a e Product Control 10 en Ln Ln �IiE DIED LD 0 0 a ¢am a NU V V W O O D O M z z z z N M b `wI11Illrl, a a o.70592 ti a O U 4L a v D1 S I4TEOF drawing no. LnR1DN.• ®�*� f 01-09 111rf(IIIXAL i ����` €sheet Z _0f5 POP RIVETS 5/16n X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, 2-3/4" X 5-1/2" X 3" X .104" 5/16" SLEEVE ANCHORS CENTER SUPPORT REQD. ON DOORS GALV_ STEEL EX EED}NG 8 FT. IN HEIGHT TOP ROLLER BRACKET ON EACH SIDE WITH 1-1/4" EMBED INTO MASONRY �1 FASTENED W/ (6) # 14 X 5/6" S.M.S. 3 PER BRACKET f i A -- —I 090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES A W/ 5/16-18 X 3/4" HEX HEAD _ _ WELDED TO 1-1/2- X 1-1/2" X 14 GA. ANGLE -- M. SCREWS & NUTS. FASTENED TO TRACK -- + TOP BRACKET WITH (4) 1/4-20 SS, BOLT & NUTS HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" (STANDARD) TOP BRACKET LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X ,059" FORMED STEEL 2" X 5-1/2" X _104" GLUED TO PANEL AND FASTENED TO GALV. STEEL VERTICAL STILES WITH FASTENED W/ (4) # 14 X 5/8" S_M.S. (2) 3/16" POP RIVETS TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVLTS 5/16" MEETING RIB 1.82" DIA. X .50" ROLLERS -W/ .44 DIA. X 4-1/4" STEM if SECTION- A- OPTIONAL INSULATIONS: BY 'DYPLAST PRODUCTS LLC' EPS—EXPANDED POLYSTYRENE DENSITY = 1,C5 PCF N.O.A. #11-0926.07 OR ISO -25 POLY—ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #11-0926.06 OR BY 'CFLLOFCAM NORTH AMERICA' DENSITY = 1.03 PCF N.O.A. #15-1203,04- OR 15-1203,04OR BY 'INSULFOAM LLC' DENSITY = 0.92 PCF N.O,A- #14-0311.08 14 GA. GALV. STEEL. ROLLER HINGES F'ASTENE'D W/ (4) 114 X 5/8" SMS MIN. -024' ROLL FORMED STEEL PANEL DRAWING QUALITY C-40 MIN. YIELD STRENGTH = 34 KS[ 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 w 0 T W M: 0 Z � C0 � O a0 0 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- `--' - 2-1/8" X 1" X .DBD,• SECTION A -A DOOR * SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1 ST12ND 3RD 14TH 5TH B1 B2 63 84 135 B6 67 B8 18" 18" 18° 18" NIA 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" - 7'-0" 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" 11-3/4" 23" 344" 45" 56" 67" 178-1/4" 21"I 18" 18" 18" 121" 1" TO 2" 11-3/4" 1 23" 1 34" 45" 56" 67" 178-1/4" *-SECTIONS ARE NUMBERED STARTING AT THE U01 IUM FOR DOORS MORE THAN 8 FT, HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. M 1.9"X2.19"X3.3"X.090" STEEL TRACK BRACKETS 2-3/16" HIGH m CONNECTED TO TRACK WITH 1/4" BOLTS & NUTS. u3 m M M N M m TRACK CONFIG!JRATI N VERTICAL LIFT HIGH LIFT STANDARD LIFT AVAILABLE TRACK OPTIONS PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16-0330.02 Expiration to 08/0912021 By Miami -Dae Product Control LOW HEADROOM DOUBLE TRACK �51. v1 SSE ., o.70592 TATE OF MAI m 0 rn 0 I 0 Z p 4N 10 0040 CL p ui rl v'0�Ma Ix 0 0 [L '1 �� LL to _ o Z m z(D< LU Q U4 M r- pj a_ +t in m 2 p o n lo�o� 0 i o o a I a y QL .� a n n drawing no - 01 -09 o_01-09 sheet 3 of 5 OPTION 'A` \U/ OPTION 'B' 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. 3 4" ANCHORS STRUCTURE IN. SPACING EDGE DIST. GROUTED REINFORCED MA50NRY BLOCK WALL OR CONC, COLUMN WITH 1 OGE #8 X 1" 16" Q.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN, EMBED DIST. SELF DRILLING SCREWS 2-1/2" MIN. EDGE DISTANCE 1--1/2" MIN. 1/4" TAPPER BY 'POWERS' WITH SPACING OF OR 14" O.C_ INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN_ EMBER GE DIST- IST_ m` 3/16" 'RIVEX' STEEL RIVETS Ln o m FILLET WELDS 3/8" CONFLEX BY 'ELCO' OR MULTIGRIP W/ DOME HEAD p p _2 fl AT 48" 0.C_ I Lo i m cv 3 TO WOQQ._QMCK 8" O_C, INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 18" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND REINFORCEMENT 2-1/2" MIN. EDGE DISTANCE 1/2" X 1-3/4" X _058' FORMED STEEL 1/4" DIA, LAG SCREWS 2BY 1/4" DIA. LAG SCREWS 2BY WOOD BU AT 6" FROM ENDS WOOD BU AT 6" FROM ENDS I 1 AND ]9" O.C. MAX. � 1 AND 19° O.C. MAX. I 1 1 W'STRIP ADAPTER ' ALUMINUM I ` OPTION 'A` \U/ OPTION 'B' 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. PREPARATI.ON... OF..__JA..M...B....S__BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LCADS 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 = (9.33' X 50 PSF)/2 = 233.3 Lbs per Ft. MAXIMUM INTERIOR(--) LOAD PER JAMB = (9-33' X 60 PSP)/2 = 279.9 Lbs per Ft_ RUBBER W'STR rrllx v STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM � 224 .534 T �— 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 MULTICRIP W/ DCME HEAD AT 48" O.C. Ko W'5TRIP ACAPTER STEEL RUBBER W'STRIPPING T_......... .040 700 .348 1.790—� ...............j BOTTOM SEAL OPTIONS ANCHOR SPACING WOOD BUCK CONNECTION TO MA ONRY ANCHORS STRUCTURE PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO SPACING EDGE DIST. GROUTED REINFORCED MA50NRY BLOCK WALL OR CONC, COLUMN WITH 1 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 1-5/8" 16" Q.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN, EMBED 16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 7 1/4" TAPPER BY 'POWERS' WITH SPACING OF 2" 14" O.C_ INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN_ EMBER 2" 16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 1/16" X 2-1/2 3" MIN. EDGE DISTANCE FILLET WELDS 3/8" CONFLEX BY 'ELCO' OR AT 12" 0_C_ MAX_ 3/8" LOT BY 'ITW' WITH SPACING OF 24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 1-7/8" 2" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOQQ._QMCK 8" O_C, INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 18" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE PREPARATI.ON... OF..__JA..M...B....S__BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LCADS 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 = (9.33' X 50 PSF)/2 = 233.3 Lbs per Ft. MAXIMUM INTERIOR(--) LOAD PER JAMB = (9-33' X 60 PSP)/2 = 279.9 Lbs per Ft_ RUBBER W'STR rrllx v STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM � 224 .534 T �— 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 MULTICRIP W/ DCME HEAD AT 48" O.C. Ko W'5TRIP ACAPTER STEEL RUBBER W'STRIPPING T_......... .040 700 .348 1.790—� ...............j BOTTOM SEAL OPTIONS 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 3/8" DYNABOLT BY '1TW' CONC. 1-1 2" all 2" 3/8" DYNABOLT BY 'iTW' FILLED BLOCK 1-1/2" ] 8" 2-1/4➢ POWER -BOLT BY 'POWERS'i CONC. 2" 8" 1-7/8" E8" 8 SLEEVE -ALL BY 'SIMPSONS' CONC. 1-] 2" g" 1-7/8" 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, I 1-1/4" X 2-1/2" X 14 GA 1-1/2" I CONT. STEEL ANGLE 1-1/2" 12 GA. GALV. STEEL FLAT BRACKETS *3" LONG 2-1/8" X 1" X 14 GA. AT 12" O.C. IN DOOR OPNG. GALV. STEEL TRACK AT 18" 0_C_ A80VE DOOR OPNG. WSTENEO TO TRACK PLATES CONNECTED TO CONT. ANGLE SLOTTED 1M.S.do LOTRUSS HD. CK NUT W/ (3) SPOT WELDS AT EACH SIDE 3 REVERSE TRACK CONTINIIpUS_ANGLE TRACK_ TO STEEL TO CONCRETE AND FILLED QQCK ALTERNATE TRACK INSTALLATION PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16-0330.02 Expiration D to 08/09/2021 By Miami-Da�b Product Control �Ica 'rn a � o o rrj 0 LjLd r 7 (D i Q 0�- IUB <t <Vi 0:) W rn p I Dfev O O C9 O z Ld © LC) W o Q� J Q N Q w Q I •. 1b � a �O'`• ATE OF drawing no. Sheet 4 of 5. DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER r V1 ' C --,, #8 X 3/4" SMS FROM ENDS T77,0 3/8" 1 H 1 5y III ! yl 4y AND 7" 0-C. MAX. 1 (4) #8 X 3/4" SMS @ 1-3/8" FROM ENDS I 1 AND 6--1/2" O.C. MAX. L 131 i I ,175 X ,062 DEEP IiII GROOVE i I `I!I 'III I Ilfl lil 1/4" POLYCARBONATE LEXAN i 13Y 'SABIC INNOVATIVE PLASTICS' I NCA #15--0915.08 O a o Ld -j IIII I I'I11 4 II III I I Ijll IIII IIII Illi i f .175 X .062 DEEP I j GROOVE III` t it ��i/ @ 1#3/8"3 FROM ENDS j l l j l AND 6-1/2" O.C. MAX. LIPOB 113i r � fr * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE 500.2sQ � I IFn l'- o � IL �' af �� Q 1.765 1.725 CL 2 , 0 i a �;' M 1.144 � N IU � 0 II I 176 k .800 a E o IL a r1 * EXTERIOR FRAME INTERIOR FRAME O NUO 0 RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION � w Z U � W J QLa 0 !I INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS G WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION #8 X 3/4" SMS @ 3/8" FROM ENDS .175 X .062 DEEP AND 4-1/2" O.C. MAX. GROOVE I /rl\ #8 X 3/4" SMS J @ 3/8" FROM ENDS AND 7" O -C. MAX. r 7/16" DIA. WASHER \ =.7-7-7 - 77177 .moi � DOOR PANEL 24 GA. (.024) STEEL MIN - DOOR PANEL 24 GA. (.024) STEEL MIN. EXTERIOR 15/16" MIN. D.L. OPG. GLAZING BITE WINDOW WIDTH PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 16--0330,02 Expiration D 08/09/2021 By Miarni-Dbob Product Control F vil r I CO D �i t z ♦� co Lz Lo -1(/] M © I Of �C¢7 - OZ= ©�0 M o3 UjU Q �} 0 141fill,, o � o � o I S • � a 0592 �� y lu v s Acull �47>EOF drawing no. O�aR.�®��� 01-09 AL 1����i� sheet 5 of 5