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HomeMy WebLinkAboutProduct Approval RECEIVE-D JUL 08 2015 MIAMI.DADE ��� � Y lI1ATKI-D"19 COUNTY • PRODUCT CONTROL SECTION 11805 SN 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONO\11C RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy DAB Door Company,Inc. 12195 NW 981'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 AHS(in areas other than Miami Dade County)reserve the right to have this product or material tested for duality 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 AHS 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 9'-4"Wide w/ Window Lite Option(DP+50.0,-60.0 PSk) APPROVAL DOCUMENT: Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated 02/01/2001,~with last revision I dated 11/03/2014,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 renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0110.06 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.Utrers,P.E. NOA No.14-0814.04 raarnt•naoecovttTY Expiration Date:August 9,2016 • Approval Date:February 5,2015 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 02101/2001,with last revision I dated 11/03/2014,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 24113.2.1,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-08-2149A/B,dated 06/27/2008,signed and sealed by Candido F.Font,P.E. "Submitted under NOA#09-012&04" 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,P.E. "Subjultted under NOA#01-OSI 6.03 " 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 08/17/1998, signed by W.A.Jackson,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 14-0814.04 Expiration Date:August 9,2016 Approval Date:February 5,2015 I DAB Door Conayanv,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. C. CALCULATIONS 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. "Snbodued 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 scaled by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS L . 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 11/29/2017. 3. Notice of Acceptance No.11-0926.07, issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved oil 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 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 underNOA #05-0228.02" 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`TVC 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 P edition(2014)FBC and of no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and'sealed by Javad Ahpad,P.E. ' F of 1Z6ior.7 Carlos M.Utrera,P.E. Product Control Examiner NOA No.14-0814.04 Expiration Date:August 9,2016 Approval Date:February 5,2015 E-2 7-1/2°%3"X.071'GAI.V.ROLLER STEEL TOP FU LATE 5-1/2"X /16-1 %0.1" v END ROLEft HINGE __ _STEEL PLATE WITH ONE 5/16-18 AIS Y!/NUT m FASTENED TO END STILE WITH o W/(6) (j14 %5/8'SMS .'�� (6) @14 X 3/4'SELF DRILUNC SCREWS TOBE INSTALLED ATS 1 WITHOUT DELRON SLEEVE(STD.) WITH DELRON SLEEVE(OPTIONAL) I/ ♦♦♦\ CENTER STILE Z Jr p p I. CENTER STILE Q Q ,i O A\`♦ �\\\�___ III � I - � �O p + O ♦ ♦ ^ p 7-1/2'X 2-1/4"X.071' -- --- I 0 W1(4) J14 \ p STEEL CENTER SINCE ISI/A ♦ I��I rc z 381 m dl�a \ w/(a) g1a x 5/8•SMS ♦\ WITH DELRON SLEEVE(OPTIONAL) G1 60 LOCK 0:z0: Q�1E ' -- z/DOOR �I� 0 so 80 N 4 1 q O I I 1'W X.15'THK. LATCH STANDARD LOCK - -- - as ♦ SPRING LOADED SLIDE BOLT(BOTH SIDES) - Off - ♦ O FASTENED W/(4)A74 X 1/2'S.M.S. - - O. 5/8'MIN.LOCK ENGAGEMENT .'///L y' I O 5j M CONFORMS TO SECTION 1008 REGARDING CARAGlf DOORS _ —_--- -- / N V 00 Z ,D (O Z DOOR HDGFIT CONSISTS OF // p i l �`♦ 1 JJQ U) O I 8'-6' 2 SECTIONS 18'2 SECTIONS 21' .158 DIA.CALV.AIRCRAFT TYPE i ♦♦♦\ i p ♦\ ` Z K 1 SECTION 18' J SECTIONS 21' CABLE&NICO-PRESS SLEEVE \/ 1 OPTIONAL VENT L+A F O 3 O ',R W/MM.5 TO 1 SAFETY FACTOR+ d 1 ♦ / (3)5'WIDE AT 7.O.C.MAX. OPTIONAL FLUSH FACE O O Z 7' 4 SECTIONS 21'- .� p I / OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN w O 7-3' _- - I +` j 120 STI. IN. COLONIAL DESIGN Uf m p, 7'-8' 5 SECTIONS 18'- 6"X 3'X 0.1 -7•-9' 4 SECTIONS 18'1 SECTION 21• STEEL PLATE ♦ ll p i `\♦ 1 ® i MAX.'000R WIDTH O'N-•2 8' 3 SECTIONS 16"2 SECTIONS 21' WITH(2)#14 X 5/8'SMS B'-3' 2 SECTIONS 18"3 SECTIONS 21' --`r— 9'-4� O 8'-6' 1 SECTION 16' 4 SECTIONS 21' 5 SECIIDNS 21•- BRACKET BRACKET INSIDE ELEVATION 9' 6 SECTIONS 1B'- STD. UFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR 1 fl'-3• 5 SECTIONS 18'1 SECTION 21' DOOR OPTION �' p 9'-6' 4 SECTIONS 18'2 SECTIONS 21' di B'-8' 3 SECTIONS 18'J SECTIONS 21' 7-7�8 X 3-1/8°X.010" 10' 2 SECTIONS 18'4 SECTIONS 21' STEEL PLATE DAB DOORS INC. 00_ 10'-3" 1 SECTION 18' 5 SECTIONS 21' CENTER STILE WITH(4)#14 X 3/4"SDS ® �'- 10'-6• 6 SECTIONS 21'- Hurricane Mosler Model 824/811 55 10'-9' 8 SECTIONS te'I SECTION 2f' HUTSIDEE #14 X 3/4'SELF DRILLING SCREWS MAY BE USED Max. Size 9'-4" X 16'-0" High _ 11' 5 SECTIONS 18'2 SECTIONS Z1' END SLE IN LIEU OF®14 X 5/8'SMS With Window Lite Option m I1'-3' 4 SECTIONS 18'3 SECTIONS 21' FM 11'-6' 3 SECTIONS 18'4 SECTIONS 21' THIS PRODUCE IS RATED FOR LARGE MISSILE IMPACT DESIGN PRESSURE RATING = + 50.0 PS F toll 11'-9'_ 2 SECTIONS 18'5 SECTION9 21' BAR GUIDES - 60A PSIF c m^ •• 12' 1 SECTIONS 18-6 SECTIONS 21' " J'LO.K NSTALLEO ON END STILE c PSI 2 H n191 1 12'-3' 7 SECTIONS 21"- WITH (4) d14 X b/8°SMS m d^o Isk: Iz'-6' 6 SECTIONS 18.2 s£onoNs zl• " Q GENERAL NOTES LL - 12'-9' 5 SECTIONS 18'3 SECTIONS 21' 18T X.6W LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE O 13' 4 SECTIONS 18"14 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FSC)FIFTH EOMON(2014) IS'-3' 3 SECTIONS 18'5 SECTIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). Q Q 13'-8' 2 SECTIONS 18.6 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Engr.JAVAD AHAIUD IY-91 1 SECTION 18' 7 SECTIONS 21' OUTSIDE KEYED LOCK (OPTIONAL) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CML p eooylyYg lvllAdllr� i1K1E9 Q 14' 8 SECTIONS 21'- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. F CAN, 530 92 14=6' 5 SECTIONS le"4 SECTIONS 21" LOCKS SHOWN ABOVE 14'-3' 8 SECTIONS 18"3 SECTIONS 21' ALTERNAIIE TO SPRING LOADED SLIDE BOLT 3, ALL BOLTS,NUTS AND WASHERS SHAH BE ZINC PLATED CARBON STEEL. AoopttnW WTI �b 14'-8' 4 SECTIONS 18"5 SECTIONS 21' 4 ANCHORING OR LOADING THESE ARE NOT PARTDITIONS OTHER THIS APPROVAL THAN THOSE SHOWN IN III 11 PO�4 O IV J SECTIONS 18'8 SECTIONS 21' N ;, =SECTIONS 2f' S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. of Browing no. 1s'-6' 1 SECTION 18' 8 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENT OF FLOflIUA 01-09 15'-9' 9 SECTIONS 21'- BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HVHZ AND 18' 6 SECTIONS 18'4 SECTIONS 21' ASTM E1885-OS/ASTM E1996-09. shent—1of 5 24 GA.STEEL PANEL u o 3/16'ALUM RIVETS �I Z � FLIPS BENT OVER PANEL a Qoc 1/2"PUNCHED HOLES G7 O a .024°STI. PANEL 0 4"O.C. I Qg OUTSIDE OF DOOR 1 az a 2 EI . I STEEL TRACK BRACKET FASTENED SQLIQ BRASS DOOR VIEWER TO WOOD JAMB WITH BY'SCHLAGE SECURITY HARDWARE' 5/16•X 1-5/8'LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE (FULLY THREADED) POSITIONED AT EYE LEVEL END STILE 0_ co ONE PER BRACKET O ANCHORS AT TRACK BRACKET: o OPTIONAL s7oP MOULDING M FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A) /8•DIA.POWER-BOLT BY'POWERS' w ¢J TO MASONRY SEE NOTE ON SHEET 4 2-MIN. EMBED INTO CONCREFE CD Li 1-7/8"MIN.EDGE DISTANCE V p14 X HINGE SMS 3/4"X 2'X 2-1/2"X 18 GA STEEL 2 F to e 8 PER HINGE E B)�/B'DIA kLC SLEEVE BY'MLN — Z m ENO STILE,CONNECT TO PANELS WITH m W 1/2'X 1-3/4"X.059'FORMED STEEL FLAPS AND 3/16 ALUM RIVETS 1-1/4"MIN.EMBED INTO CONCRETE OR FILLED BLOCK In W C3 I SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8'MIN.EDGE DISTANCE INTO CONCRETE D' m 0.55 S.C. • ' EOG DIST"•. END STILE WITH 3/16'POP RIVETS 0 12°O.C. 4'MIN.EDGE DISTANCE INTO FILLED BLOCK F O Z a tR U = ^ .�' • 4 ' d' • 1-7/8•X 2-5/8'X.045'STEEL CONCRETE I'c-3000 PSI MIN. cn N CENTER STILE,CLUED AND RIVETED OEDGECE--�I C-90 GROUT FILLED BLOCK I'm �2000 PSI MW. � I TO PANEL W/(4)3/16'RIVETS I cV 1 1/2"MIN. 1 POP RIVETS \ ��.: • '•. .�jL-3/16 O I X14%5/8"S.M.S. '. 4/HINGE e� e �,• o I. 1-3/16' ANCHOR TYPE A OR B ° 1.9"X 2.19°X 3.3"X 102" (1 PER BRACKET H �' STEEL TRACK BRACKETS SIE SHEET 3 FOR BRACKET SPACING SEE SHEET 3 FOR SPACING fL"'�' 1 1/4-20 SS BOLT& NUT 0°�ry a 7-1/2'X .071 GALV.STEEL Rig CENTER HINGE 7-1/2"X 3"X.071" 7/16'PUSHNUT SECTION R-B END ROLLER HINGE 0 INSTALLED ON ROLLER SHAFT En9r.JAM AHMAD Q INTERIOR SIDE 1.82"DIA X .50•STEEL ROLLERS(STD. CML PRVDUCC RG4/ISII) STEEL TRACK FLA.PE) 38 ���wtlb t6o�L '� 1 14 GA.X 2-1/8"X 1"(STANDARD) 2.75 CIA.IA X..50 NYLON ROLLERS OPTIONAL CAN. S38 12 CA.X 3-5/16"X 1-1/2'(OPTIONAL) 2.75'DIA %.50°STEEL ROLLERS OPTIONAL Awepaeee IN& 8 FASTENED TO TRACK PLATES 2.75'CIA. X.50'NYLON ROLLERS OPTIONAL .b W/1 4-20 X 5/8°TRUSS HD. WITH 5'STEM SLOT�ED M.S.&LOCK NUT 2014 IV. Browing no. � eho°t 2 of 5 POP RIVETS 2 X 2 X 1/8"HORIZ.ANGLE r' �2" 5/18"% 1-5/8"LAG SCREWS INTO W000 OR HORIZ.TRACK SUPPORT, SPOT WEUDEO TO HORIZ.TRACK V _ I_ _I GALV.S%5-1/2"X 3'%.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT RE00. ON DOORS WITH TWO YIELDS AT 1-1/2'APART �� o GALV.STEEL WITH 1-1/4"EMBED INTO MASONRY E% EOING B FT.IN HEIGHT TOP ROLLER BRACKET ON EACH SIDE FE FIRST AT 3'O.C. FASTENED W/(6)8 14 X 5/8'S.M.S. - - 3 PER BRACKET i� A+-) REST AT 9'O.C, o CONNECTED TO FLAG BRACKET ANGLE 090 THK.GALV.STEEL ADJUSTABLE W�3/8-16 X 3/4'BOLT&NUT SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"% 13 GA.STEEL PLATES AND TO SPRING SHAFT GUIDE WITH W/5/16-18 X 3/4'HEX HEAD WELDED TO 1-1/2'X 1-1/2"X 14 GA.ANGLE -- A+J (2) 1/4-20 X 5/8'BOLT&NUT gg M.SCREWS&N S. FASTENED TO TRACK - -- QQ7 s s TOP BRACKET WITH(4) 1/4-20 SS. BOLT& NUTS -- rlI.RlZl. ACK LENGTH OPENING HEIGHT PLUS 12" (STANDARD) TOP BRACKET (OPTIONAL) VERTICIL TRACK 8 LOW HEADROOM OOOfI�t - 14 GA,CATV. STEEL TRACK 2-1/B'X 1"%.OBD' VVV HORIZONTAL REINFORCEMENT SECTION A-A p�m�u o= 1/2"X 1-3/4"X.059"FORMED STEEL 2'X 5-1/2'X.104' a sr GJ GLUED TO PANEL AND FASTENED TO /(( ,�yy GA/LV.STEEL VERTICAL STILES YlITFI FASTENED WTOP4)RbLLER BRACKET FOR 1�?+1� (2)3/16'POP RIVETS LOW HEADROOM DOOR OPTION {{,2!the HORIZONTAL REINFORCEMENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS LUED TO PANEL AND FASTENED TO ELL HEIGHT a 1ST 2ND 3RD 4TH 5TH B1 B2 B3 84 BS 86 B7 BB VERTICAL STILES WITH 6'-0" 18" 18" 18'18"N/A V TO 2"11-3/4" 23' 34' 45" 56" (2)3/16'POP WITH 6'-6' 21"18" 18'21"N/A 1"TO 2"11-3/4" 23" 34" 45' 56" 67--. _- 5/16"MEETING TAB 7'_O0" 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' 34" 45' 56" 67" 78-1/4" 1.82"DUI.X SO"ROLLERS 8'-0" 21'18" 18'18" 21"1"TO 2"it-3/4" 23" 34" 45" 56" 67" 78-1/4" 1r Ln o' W/.44 DIA.%4-1/4'STEM O •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O I,0j x x la FOR DOORS MORE THAN 8 FT. HIGH,USE ADDITIONAL TRACK BRACKETS AT 10'O.C. M OPBONAL INSULATIONS: b o CW'J l 12 BY'OYPLeci PRODUCTS I I.C' a EPS-EXPANDED POLYSTYRENE o$ m I 1.9'X 2.19"X 3.3"X.090' / Q V N DENSITY 1.05 PCF STEEL TRACK BRACKETS U9 Z Z u v N.OA/1I-0928.07 Im. 2-3/16'HIGH / �� 1 4L ISO-25 POLY-ISOCYAIURATE CONNECTED TO TRACK Y11TFN N o= DENSITY-2.0 PCF ) 1/4"BOLTS&NUTS. O O 3 n (, NROA 811-0926.06 m 00 Z=N a BY'CELLOFOAM NORTH AMERICX N n DENSITY- 1.03 PCF m Q N v N.OA 810-1129.04 OR _ RV'INSU ippMLl. O DENSITY-0.92 PCF ...•••,.• N.O.A.814-0311.08 14 GA DALY.STEEL ROLLER HINGES FASTENED W/(4)814 X 5/8"SMS m m MIN..024'ROLL FORMED STEEL PANEL € DRAWING DUALITY G-40 MIN.YIELD STRENGTH-34 KSI `0 0 2tYY WITH PRIMER AND BAKED-ON TRACK CONFIGURATION v g POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL i0 VERTICAL LIFE HIGH LIFT STANDARD LIFT LOW HEADROOM o DOUBLE TRACK ` o 0 AVAILABLE TRACK OPTIONS 12 GA OALV.STEEL Eq.JAVAD AHMAD PRODUCTRBVIRD Q BOTTOM BRACKET FASTENED CIVIL rgl9pl]MR MLm tAO Q W/(4)814 X 5/8"SMS FLA.PE 70392 Bi111diCoAe o 1 O CAN.. 6836 �AM�oe Fb 1 BOTTOM SEAL 201Q W i+i ue17�.MaoT drowioDO. WITH ALUM PLATE IM I/8'X 1"S.M.S.®48"O.C. 01-09 „SECTION A-A AND RUBBER WEATHERSTRIPPING sheet 3 of 5 tDIST.1-1/2"MIN.CE DIST. m T' 3' 0 F 28Y 1/4'DIA.LAG SCREWS 2BY 1/4'DIA.LAG SCREWS Ilii WOOD BU �-AT 8"FROM ENDS Yl000 BU I AT 8"FROM ENDS AND 19"O.C.MAX. AND IB"O.C.MAX. 8 q r I V Qa¢ G��a OPTION 'A' OPTION 'B' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) 0 M THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO W000 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 ANCHOR SPACING Q�Q U a VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS I STRUCTURE I EMBED TspAciNGIEDGE DIST. (7 Z Z 3 8 HLC SLEEVE B1' HILTI I CONC. 1-1 4 8' 1-5 B 00 W 3 B'HLC SLEEVE EW' FILLED BLOCK 1-1 4 " 4" In O)0 1 STEEL STRUCTURE BY OTHERS 318'DYNABOLT BY' CONC. 1-1 m 3 3/8'DYNABOLT BY'ffW' FILLED BLOCK 1-1 2 8' 2-1 4 5/16"X 1-5/8' 3/8'POWER-BOLT BY POWERS CONC. 2' 8" 1-7 B U p Z 2 N LAO SCREWS gy DOOR SYSTEM ST SUPPORT E LOADS IMPOSED 3/8'SLEEVE-ALL BY SIMPSON CONC. 1-1(2- AT N 12'O.C. CONCRETE Vc-3000 PSI MIN. N a % 5/16'DIA BOLTS C-BO GROUT FILLED BLOCK fm=2000 PSI MIN. WOOD BUCK CONNECTION TO MASONRY �e"• �' WITH WASHER✓k NUT 0 V• AT 12'O.C.MAX EDGE PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTEDUL REINFORCED B ' MASONRY BLOCK WALL OR CONC.COLUMN WITH �• 1/4'ULTRACON BY'ELCO'WITH SPACING OF 16°O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED b 1s"O.C.INTO 3000 PSI CONCRETE,VATH 1-3/4°MIN.EMBED _// _ // R 14 CA 2-1/2'MIN. EDGE DISTANCE 1-1/2" 1-1/2' CONT.4S EEL ANGLE1-1/2' 9� �♦� 1/4'TAPPER BY'POWERS'WITH SPACING OF 14"O.C.INTO GROUT FlLLEO BLOCK WALL,WITH 1-1/2-MIN.EMBED ---12 GA DALY.STEEL v 16'O.C.INTO 3000 PSI CONCRETE, 1/16'X 2-1/2 WITH 1-3/4"MIH.EMBED FIAT BRACKETS t3"LONG 2-1 8"SX 1'X 14 GA. y' GAL. EEL TRACK H 3'MIN.EDGE DISTANCE FILLET WELDS AT 12'O.C.IN DOOR OPNG FASTENED TO TRACK PLATES 3/8"CONFLEX BY'ELCO'OR AT 12'O.C.MAX. AT 18'O.C.ABOVE DOOR OPNG. W/(2) 1/4-20XS/8"TRUSS HD. 3/8"LOT BY'ITW'WITH SPACING OF CONNECTED TO CONT.ANGLE SLOTTED M S.do LOCK NUT W/(3)SPOT WELDS AT EACH SIDE 24"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED 2"MIN.EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACKa a h 3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK i o S 8'O. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4°MIN.EMBED,4"MIN,EDGE DIST. 0" z- 28"1/ 2PMRI.OEO000 SI CONCRETE.VATH 1-1/4•MIN.EMBED AND ALTERNATE TRACK INSTALLATION PREPARATION OF JAMBS BY OTHERS Engr.JAVAIJ PRODIICI'RBVIBw Q FLA.PE 70592 na°°Rb1YwkANrBMrid� q FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLCAN.5538 � �� ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED 1,� Aseglmoa T4s �p $• a� BY DOOR SYSTEM. NOV 2019 6 b FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY B BUILDING OFFICIAL UPON INSPECTION. (pnool drawing no. MAXIMUM EXTERIOR(+)LOAD PER JAMB d(9.33'X 50 PSF)/2 233.3 Lbs per Fl. 01-09 MAXIMUM INTERIOR(-)LOAD PER JAMB (9.33'X 60 PSF)/2 279.9 Lbs per FL sheaf ¢ of ej .50o zsD *PLASTIC COMPLIES WITH Lm_t� DooR PANEL CHAPTER 26 OF FBC 24 Ga(.024)STEEL MIN. SEE EVIDENCE PAGEc 1.765 1.725 Q6 , 7/16°DIA.WASHER Lo 1.144 i j 4 88 X 3/4°SMS 21 3/4" I CW 1 1 0 3/6°FROM ENDS MAX. A76 r•6� >Q gggqqq AND 7'O.C.MAx. WOW.WIDTH v a p 1 ' � * EXTERIOR FRAME * INTERIOR FRAME O c � (4)�e X 3/4°SMS D 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION a I I I 0 1-3%%FROM ENDS 3 J MAX. Q AND 6-1 2°O.C.'MAX. In a 1111 175 X.062 DEEP ' IIII GROOVE 1 1 1i' L V J ao O IIII 1/4"POLYCARBONATE LEXAN ! ! �' O ,yj M 1 I BY.WIG INNOVATIVE PLASTICS' L > '111 NOA®13-0717.01 tz I I Q Q.J 00 uj C3 11 JAI gi 0 D m z c IIII [ J F p z U v� r3 I I V 1111 L ,n IIII � v 1111 0 N 2 F 1111 L i J O IIII 1111 1 1 IIII , y, y 1111 GROOVE•082 DEEP ' IIII 111 e o c o o��3 (4)08 x 3/4°SMS INSIDE ELEVATION c 6 1-3/b"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS i 111 t AND 8-1/2°O.C.MAX. $ C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION KI I O 1 p8 x 3/4°SMS III I 0 3/8° FROM ENDS 175 X.062 DEFP B / 1 AND 4-1/2°O.C.MAX. GROOVE o d H---A r- C _ �N Ory 4 � 1 � 9e x 3/a'Bels l �`"" •J 0 3/8°FROM ENDS O AND 7'O.C.MAX. r ------- Engr JAVAD AHMAD a_ � FROCK= Cf33 7/18"M WASHER FIA.PEYIL 70692 fir w1il111a.JDJwiE� ' 1 3 CAN.i5 6 901k1gCaA° ti oft .GQ. .9 DOOR PANEL]24 GA(.024)STEEL MIN. EXTERIOR N� i4 lBy � _1 DOOR PANEL 15/16°MIN. D.L.OPG. drawing no. 24 Gk(.024)STEEL MIN. GLAZING 817E 01-09 WINDOW WIDTH sheet 5 of 5 RECEIVED JUL 08 20b FILE COPY M IAM I•DADE AU&N--H DADE COUNTY a PRODUCT CONTROL SECTION 11805 SW 26 Street,R6om 208 DEPARTA IENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE {NOA) www.miamidag%gov/economy DAB Door Company,Inc. 12195 NW 98`h Avenue Hialeah Gardens,131 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 18'-2"Wide w/ Window Lite Option(DP+40.0,44.0 PSF) APPROVAL DOCUMENT: Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated 05/16/2005,with revision F dated 11/03/2014,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 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 Of&cial. This NOA revises NOA#11-1219.12 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.14-0814.03 M1AM!•DADE COUNTY Expiration Date:March 29,2017 Approval Date:February 5„2015 QI &f l� Page,1 DAB Door Comnany,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'T'TED A. DRAWINGS 1. Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated 05/16/2005,with revision F dated 11/03/2014,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitter!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 Gargge 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 084182,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 05-1446,dated 05/11/2005,signed and sealed by Rafael E.Droz-Seda,P.E. "Submitted underNOA #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. CALCULATIONS 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. "Subinitted ander 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. at���2ots Carlos M.Utrern,P.E. Product Control Examiner NOA No.14-0814.03 Expiration Date:March 29,2017 Approval Date:February 5,2015 - 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. 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 11/29/2017. 3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 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 02124/2016. "Sub»titted underNOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G 155 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 Bunn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report 90. 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 5d`edition(2014)FBC and of no financial interest issued by Ai-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. Ot,�17-015 Carlos M.Utrera,P.E. Product Control Examiner NOA No.14-0814.03 Expiration Date:March 29,2017 Approval Date:February 5,2015 E-2 7-1/2"X 2-1/4"X 18 GA. _ TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" GALV.STEEL CENTER HINGE - PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR NEWER W/(4)914 X 5/8'SMS FASTENED TO END STILE WITH TO BE INSTALLED AT 4 0 WITHOUT OELRON SLEEVE (STD.) i �``t (6)914 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE p 7-1/2'X 3'X.071'CALV.STEEL / 00 t CENTER STILES Z b@i fi END ROLLER HINGE i I SEE SCH. 'A' A N k g W/(6)914 X 5/8"SMS 00 r y`7 td WITHOUT DELRON SLEEVE(STD. e . 1 O WITH DELRON SLEEVE(OPTIONAL) 7-1/2'X 2-11/4'X.071" GALV.STEEL CENTER HINGE �� fffuuu G W/(4)914 X 5/8•SMS 2/DOOR ��\ _ I N rg O u O WITH DELRON SLEEVE(OPTIONAL) ----------- it a4 -__- - Qp "1 CENTER HINGE i _—— °O 0 a I t"W X.15 THK. LATCH �� g STANDARD LOCK ` I _--_ A I I 080 on Q n a SPRING LOADED SLIDE BOLT(BOTH SIDES) �\e y V V - V B = x FASTENED W/(4) 914 X 1/2"S.M.S. ``\ m m Q{ MIN.LOCK ENGAGEMENT �� I m ao o 0 0 o f CONFORMS TO SECTION 1008 REGARDING GARAGE DOOR ID ro 158 DIA.GALV.AIRCRAFT TYPE -LE h NICO-PRESS SLEEVE4W .5 TO 1 SAFETY FACTOR � 00 _— — -- O O 6"X3"X0.1" ( - - - — - 1 O M STEEL PLATE W WITH(6) 914 x 5/B•SMS BRACKET BRACKET N U vi n STD. LIFT DOOR LOW HEADROOM / - - I LO Z z DOOR OPTION i _ — —_ _ — -� 020, 1 TOTAL/of ¢¢ N DOOR 'U'BANS AT t OPTIONAL VENT - OPTIONAL(LUSH FACE I Z n HHGHT CONSISTS OF EACH DOOR 7-7/8"X 3-1/8"X.010" (3J 5"WIDE AT 7"O.C.MAX. COLONIAL DESIGN Y1000 GRAIN DESIGN O O 3 "� V-6. 2 SECTIONS 18-12 SECTIONS 21' STEEL PLATE - OPENING AREA NOT TO EXCEED L A O Z 6'-9' 1 SECTION I8' 3 SECTIONS 21' 5 WITH (4) #14 X 3/4"SOS r 120 SO.IN. MAX. DOOR WIDTH N Q to 7' 4 SECTIONS 21'- 18-2' 7'-8' 5 SECTIONS 18'- CENTER STILE DAB DOORS INC. 7m-S' 4 SECTIONS IS'I SECTION 21• INSIDE ELEVATION Hurricane Master®Model 824/811 SX 3 SECRONS TV 2 SECTIONS 21• 6 OUTSIDE RAISED PANEL EMBOSSED DOOR Max. Size 18'-2" X 16'-0" High o e'-3• 2 SECTIONS 18'3 SECTIONS 21' HANDLE END STILE 8'-8' 1 SECTION 18' 4 SECTIONS 21' 914 X 3/4"SELF DRILLING SCREWS MAY BE USED With Window Lite Option B'-9• 5 SECTIONS 21•- __ IN UEU OF 914 X 5/8'SMS 9' 6 SECTIONS 18'- DESIGN PRESSURE RATING + 40.0 PSF fl'-3" 5 SECTIONS IS'1 SECTION 21• " LOCK BAR GLIDES THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 44.0 PSF V-8• 4 SECTIONS 18'2 SECTIONS 21' INSTALLED ON END STILE GENERAL NOTES V 9• 3 SECTIONS f8.3 SECTIONS 21• 7 WITH (4) 914 X 5/8"SMS 00 10' 2 SECTIONS 18'4 SECTIONS 21• 4 L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 10'-3• I SECTION 18' 5 SECTIONS 21" 1ST X.6W LOCK BAR REQUIREMENTS OF THE FLORIDA BUILDING CODE(FOC)FIFTH EDITION(2014) f0'-e•8 SECTIONS 21'- ENGAGES IN TRACK INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). .0 ON EACH SIDE OF DOOR CENTER STILES SCHEDULE'A' z 10'-9'6 SECTIONS 18 I SECTION 21' 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. 11' 5 SECTIONS 18"2 SECTIONS 21' -OUTSIDE KEYED LOCK CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 11'-3.4 SECTIONS 18"3 SECTIONS 21• IIII�III DOOR WIDTHS r OF CENTER STILES DRESSING OR STUCCO. 8. , 11'- 3 SECTIONS 18'4 SECTIONS 21" 8 OPTIONAL ® ®® L W-O'TO 9'-10' 2 3, ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. N r v a 11'-9" 2 SECTIONS 18'5 SECTIONS 21• LOCK BAR LOCKING SHOWN 1D'-D"m 11'-1D• 2 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN odd d 13 o Y 12' 1-SECTIONS 18'6 SECTIONS 21' ALTERNATE TO IT 11 12'-0'TO f3'-f0' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL. 12'-3'7 SECTIONS 21" 1 SPRING LOADED SLIDEBOLT IP 8'-0"TO 9'-10• _I 14'-0'TO 15'-10' 4 5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 0.c W u 12'-6.6 SECTIONS 18'2 SECTIONS 21• LOCKS SHOWN 15'-11'TO 113•_2• 5 12'-9'5 SECTIONS 18'3 SECTIONS 21' ABOVE DOOR WIDTHS DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 13' SECTIONS 113'4 SECTIONS 21' BUILDING CODE,TAS-202,TAS-201 &TAS-20J FOR FfVHZ AND 4 IX-3'3 SECTIONS 18.5 SECTIONS 21• 9 ®® ® En9r.JAVAASTM E1888-OS ASTM D A11MkD HMA09. Q c 13'-6'2 SECTIONS 18'6 SECTIONS 21• ® ® ®�� ®® j 13'-9' 1 SECTION 18' 7 SECTIONS 21' FLA.PES 70592 9ItOP11Cf IREVISFD o ta' a SECTIONS 21'- I 10'-0•TO 11'-10' I 14'-0'TO 15'-10' I CAN. *c"0yh*wi&tbvvl0d& 14'-6'5 SEECTIONS 18"4 SECTIONS 21'CRONS is,3 SECTIONS 21' 'p DOOR 1YIDTHS DOOR WIDTHS BO d G 3 14'-9'4 SECTIONS 18'6 SECTIONS 21' 6xplMioO , C� 15' 3 SECTIONS 18'8 SECTIONS 21• 10 ® ® � ® ® ®� ® Q 1 Browing no. 15'-3. 2 SECTIONS 18'7 SECTIONS 21' - - - '^ 14 By 05-03 15'-8' 1 SECTION 18' B SECTIONS 21' 15'-11"TO 18'-2" _I 1 1613.6 SECTIONS 18.4 SECTIONS 21' 11 I 72'DOOR WIDTHS 10" -I I DOOR WIDTHS sheet 1 of $ 24 GA.STEEL PANEL 1/2"X 1-3/4'X 16 GA. Z FORMED TUBE 0 EACH TOEPP ®, FLAPS BENT OVER PANEL O 16 GA.X2-1/4'X 3/4'%2' CALK STEEL UBAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/TWO 8 14 X 5/8"S.M.S.AND TO END STILE I/2'PUNCHED 4 CS 1V/FOUR® 14 X 3/4'SELF DRILLING SCR. &C iq cy 0 <c Ef _ om 3/16"POP RIVETS I QLL 31"i 16 GA.X 2-1/4'X 3/4'X 2" 16 CA.X 2-1/4'X 3/4'X 2' AT 4"O.C. T Z - GALV.STEEL U.BM REINFORCING TRUSS _�1__._ _ GALV.STEEL U.BAA REINFORCING TRUSS (6) FOR 21'STILES ��I� 0 BOTTOM OF PANEL TRUSS FASTENED TO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES (5) FOR 18'STILES I�.I a VERTICAL INTERMEDIATE STILES W/TWO W/TWO 8 14 X 5/8'S.M.S.AND TO END STILE TT�JI #14 X 5/5'S.M.S.AND TO END STILE W/FOUR 14 X 3/4'SELF DRILLING SCR. I c--� _ _ 16 GA.X 2-1/4'X 3/4"X 2" 1 W/FOUR 814 X 3/4'SELF DRILLING S. GALV.STEEL U.SAR REINFORCING TRUSS 1/Y X 1-3/4'X 16 GA. - TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES 1 OPEN TUBE 0 BOTTOM W/TWO 8 14 X 5/8"S.M.S.AND TO END STILE 1� OF EACH PANEL W/FOUR)1 14 X 3/4"SELF DRILLING SCR. ® ® K 00 O — O M 6p—WITH ® WBOTTOM SEAL O.058 ALUM PLATE U 1/8'X 1"S.M.S.0 27'O.C. - END STILE O Z Vl AND RUBBER WEATHERSTRIPPING .024'STL PANEL to rn O I 1ST SECTION (80TTOM1 INTERMEDIATE SECTIONS TOP SECTION OUTSIDE OF ODOR O O Z O � REINFORCING TRUSS REINFORCING TRUSS REINFORCING TRUSS U TWO AT BOTTOM PANEL ONE AT EACH PANEL ONE AT EACH PANEL N Oto g OPTIO©Y ODOR MOULDING - INS 814 X 5/8'SMS STEEL TRACK BRACKET FASTENED 6 PER HINGE T7 TO WOOD JAMB WITH 3/4'X 2-X 2-1/2'X.049'STEEL O 5/16"X 1-5/8'LAG SCREW 1/2-X 1-3 4°X.058'FORMED STEEL END SLA CONNECT TO PANELS WITH / / FLAPS AND AB 3/16°ALUM RIVETS (FULLY THREADED) GLUED IL PANEL AND SECURED TO ((4)3/16' SEE DEFAIL ABOVE HEX WASHER HEAD TYPE A END STILE WITH 3/18-POP RIVETS 0 12'O.C. PbP RNETS SOLID BRASS DOOR VIEWER AND PUNCHED BY 'SCHLAGE SECURITY HARDWARE' SOUTHERN PINE � ✓" 0.55 S.C. ,. • STEEL CENT/8'X 2-1/2"X.049" EDGE INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE n FOR OWWTmFS SEE SHEET 1 DISTANCE EY POSITIONED AT E LEVEL o C1 GLUED AND RNETED TO PANEL 1 1 MIN. Y 14 X 5/B'S.M.S. (2)3/16' t 4/HINGE POP RIVETS I POWER-BOLT BY'POWERS' a+ 2'MIN.EMBED INTO CONC. o o N W 2"MIN.EDGE DIST. ONE PER BRACKET c m 1.9"X 2.19'X 3.3'X.090' SEE SHEET 3 FOR BRACKET SPACING c" STEEL TRACK BRACKETS I t n I o SEE SHEET 3 FOR SPACING vy�• (2)3/16'RIVETS En9r.JAVAD AHYAD b 9 TOP h CIVIL BOTTOM I FLA.PE 70592 FAOINICFAEVISED L CA.N. 538 rwooYbiwiththeFic" 1/4-20 SS BOLT 7-I/2"X 3"X.07t" A—tt0mm Na L4-08f D3 a STEEL TRACK 7-1/2"%31"XER END ROLLER HINGE & NUT vc 7 14 GA.X 2-1/e'X 1'(STANDARD) GAIV.STEELER O 12 GA.X 3-5/16'% I-I/2'(OPTWWtI) 7/16'PUSHNUT HINGE 1.82"DIA, X.50"STEEL ROLLERS(STD.) AA 81' drawing no. FASTENED TO TRACK PLATEEESSS INSTALLED ON ROLLER SHAFT 1.82"OIA.X.50"NYLON ROLLERS (OPTIONAL) 2O1Y W/1/4-20 X 5/8'TRUSS HD. 05-03 SLOTTED M.S.k LOCK NUT INTERIOR SIDE 2.75'DIA.x 50"STEEL ROLLERS (OPTIONAL) SECTION B-B 2.75"DIA.%.50"NYLON ROLLERS (OPTIONAL) sheet Q of 5 WITH 5'STEM POP RIVETS 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELOEO/TO HORIZ.TRACK V 8"HORIZ.ANGLE 2. 2-3/4"%5-1/2'%3'X.104' 5/16'SLEEVE ANCHORS CENTER SUPPORT REDD.ON DOORS WITH TWO WELDS AT 1-1/2'APART # n TOP STEEL WITH 1-1/4"EMBED INTO MASONRY EX EEDING 8 FT.IN HEICHi m o TOP ROLLER BRACKET ON EACH SIDE F �\ FIRST AT 3'O.C. 1 FASTENED W/(6)B 14 X 5/B'S.M.S. _ _ 3 PER BRACKET A+, REST AT 9"O.C. Z CONNECTED TO FUG BRACKET ANGLE _ Y!/3/8-16 X 3/4'BOLT&NUT 090 iHK.CAW.STEEL ADJUSTABLE 2-1/2'X 4-1/4"X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH SLIDE FASTENED TO BRACKET - WELDED TO 1-1/2"X 1-1/2"X 14 GA.ANGLE A+J (2) 1/4-20 X 5/8'BOLT&NUT W/5/16-18 X 3/4"HEX HEAD FASTENED TO TRACK M.SCREWS,&NUTS. WITH(4) 1/4-20 SS. BOLT&NUTS - -- HORIZ.TRACK LENGTH OPENING HEIGHT PLUS 12" TOP BRACKET (STANDARD) O TOP BRACKET AP LOW HEAOR(OMTID OR VERTICAL TRACK V "l 14 GA.GALV.STEEL TRACK 2-1/8"X I"X.080" VVVV SECTION A—A HORIZONTAL REINFORCEMENT C G C 1/2"X 1-3/4'X,058'FORMED STEEL qy CLUED TO PANEL AND FASTENED TO 2"X 5-1/2"X.IO'V VERTICAL STILES WITH G4LV.STEEL (2)3/16"POP RIVETS FASTENED W/(4) H 14%5/8'S.M.S. TOPP R LLER 81 KET FOR HORIZONTAL REINFORCEMENT LAW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Q 1/2"X 1-3/4"X.058'FORMED STEEL HEIGHT T 1ST 2ND 3RD 4TH 5TH B7 82 83 B4 85 86 B7 08 GLUED TO PANEL AND FASTENED TO VERTICAL SALES WITH 6'-0" 18' 18" 18"18"N/A 1"TO 2"11-3/4" 23 34" 45' 56' 67" - (2)3/16'POP RIVETS 6'-6" 21"18" 18"21"N/A 1"TO 2"11-3/4' 23' _34" 45" 56" 67' - 5/16'MEETING RIB 7'-0' 21'21" 21'21"N/A 1"TO 2"11-3/4" 23"- 34' 45" 56" 67' - V-6" 18" 18" 8.18" 8 1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4" 1.82"DIA. X.50"ROLLERS 8'-0" 21"18" 18"18" 21"1"TO 2"11-3/4 23" 34" 45" 56' 67" 78-1/4" a °D ®' W/.44 CIA.X 4-1/4'STEM 00 _ --SECTIONS ARE NUMBERED STARTING AT THE BOTTOM M o x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK 13RACKETS AT 10"O.C. 0 w M OPTIONAL INSULATIONS: BY'OY IN PRODUCTS LLC' K Ld Q EPS-EXPANDED POLYSTYRENE a$ m DENSITY- 1.05 PCF o m 1.9"X 2.19"X 3.3"X.090' U a N.O.A.B11-0926.07 STEEL TRACK BRACKETS 6 z�Z OR 2-3/16'HIGH JJQ as w ISO-25 POLY-ISOCYANURATE m CONNECTED TO TRACK WITH Z 1n OT 0 1 DENSITY-2.0 PCF ) 1/4'BOLTS&NUTS. ZO O 3 ' N.OA#11-0926.06 0 O Z OR m iR BY'CELLOFOAM NORTH AMERICA' DENSITY- 1.03 PCF V1 rn - N.O.A.810-1129.04 OR pN= BY'INSULFOAM LLC' -1 DENSITY-0.92 PCF N.OA#14-0311.08 O 14 CA.GALV.STEEL ROLLER HINGES ED W/6) 4 XX 5/8'SMS - _1 m MIN..024*ROLL FORMED STEEL PANEL o iE DRAWING OLIALTIY G-40 lY' _MIN.YIELD STRENGTH-34 KSI 91 POOLLYSTER PRIMER TROPDCOAT TRACK CONFIGURATION a d APPLIED TO BOTH SIDES OF STEEL a N J2 a ry VERTICAL LIFT NIGH LIFT STANDARD LIFT LOW HEADROOM 9 a o o S n 12 Ga.GAUV.STEEL DOUBLE TRACK — BonoA1 BRACKET FASTENED AVAILABLE TRACK OPTIONS J W/(4)/14 X 5/8"SMS ri Engr:JAVAD AHMAO o BOTTOM SEAL FAL PE eL 70592 � 110/'AS� oDBvf 058 ALUM PLATE CAM. 538 WITH 1/0"X 1'S.M.S.O 48"D.C. AND RUBBER WEATHERSTRIPPING M drawing no. SECTION A-A 14 �+ad11+ SEE SHEET 2 FOR LOCATION 05-03 OF REINFORCING TRUSSES sheet 3 of 5 3 4" AIN. 4,U GE 1-1/2- M DIST. i 1-1/2'MIN. I o c I E DIST. I m O kk 3 �' \ g 0O f/4;,.DIA.lAG SCREWS 1/4'DIA.LAG SCREWS 6 WO AT FROM ENDS 2BY AT 6"FROM ENDS O u WOOD BU I I AND 12"O.C.MAX. W000 8U I AND 12"O.C. MAX. 8? n I g�aa OPTION 'A' OPTION 'B' � ro WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0.55 MIN,) O M THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT O M TO WOOD STRUCTURES.IF MESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN W WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR,REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE U v VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. Z W ANCHOR SPACING U' ANCHORS STRUCTURE EMBED SPACING EDGE DIST. J y L 3 8" /,,PLC SLEEVE BY'HILTI CONC. 1-1 4 8" 2' 5/16'X 1-5/8" 3 8"CONFLEX BY'ELCO' FILLED BLOCK 3-3 4' O O Bi LAG SCREWS 3 B°DYNABOLT BY'RY/' CONC. 1-1 2_ 8' 2-3 4" O Z STEEL STRUCTURE BY OTHERS J 8 POWER-BOLT BY POWE CONC. 2' 8' 2' W O a AT 12'O.C. BYSDOORPPORT SYSTEATME LOADS IMPOSED 3 8'SLEEVE-ALL BY SIMPSONS GONG. 1-1 2 8' 3' N Q]m '9 CONCRETE 1'c-3000 PSI MIN. - Q 5/18"DIA.BOLTS C-90 GROUT FILLED BLOCK Pm=2000 PSI MIN. . WITH WASHER&NUT —� WOOD BUCK CONNECTION TO MASONRY `�. •' Ir AT 12'D.C.MAX. PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO ,EDGE DIST, GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH III I I K' 1/4'ULTRACON BY'ELCO'WITH SPACING OF 10'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"PAIN.EMBED f0' INTO 3!100 P51 CONCRETE,WITH 1-3/4'MIN.EMBED -:2] c 8 3° D.C.MIN.F110E DISTANCE ' CONT. %L ANLL% 14 CA [1-1/2' a t-1/2" 1-1/z' CO STEEL ANGLE i-1/x' 1/4'TAPPER BY'POWERS'WITH SPACING OF 12 G0.CAW.STEEL u s 8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED FLAT BRACKETS t3"LONG 10'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED 1/16'%2-1/2 2-]/B"X 1•X 14 GA. -2 AT 12"O.C. IN DOOR OPNG. V 3'MIN.EDGE DISTANCE FILLET WELDS GAL.STEEL TRACK AT 18"O.C.ABOVE DOOR OPNG. AT 12'O.C.MAX. ly �ED TO TRACK PLATES 3/8'CONFLEX BY'ElCO'OR CONNECTED TO COM.ANGLE W 2 IMA-20X5/8'TRUSS HD. 3/8'LOT BY'rTW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE 0 D &LOCK NUT 7" c y 4 22'O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MM.EMBED o o�ry 3'MIN.EOGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK COMINUOUS ANGLE TRACK 6 d no 3/8'HLC SLEEVE BY'HILT?WITH SPACING OF TO WPOD BUCK TO STE . 70 CONCRETE AND FILLED BLOCK o 8'O.C.INTO GROUT FILLED BLOCK WALL,WITH I;- 4'MIN.EMBED,4'MIN.EDGE DIST. 12"O.C.IMO 3000 PSI CONCRETE.WITH 1-1/4•y"N.EMBED AND ALTERNATE TRACK INSTALLATION 2-1/2"MIN.EDGE DISTANCE v� PREPARATION OF JAMBS BY OTHERS E^g.VADAHMCIVIL PRODucrallivISED s e33 FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA PE 111 ACAIL 70592 Amery�wimawfb" •; 3 ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED 8BY DOOR SYSTEM. A NoPoR DOOR REPLACEMENT IN RETROFR BUIIAINGS WffH NO ENGINEER OF DibRECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BYBUILDING OFFICIAL UPON INSPECTION. U�4 lily — drawing no. MAXIMUM EXTERIOR(+)LOAD PER JAMB a(18.16'X 40 PSF)/2=363.2 Lbs per Ft. 4 05-03 MAXIMUM INTERIOR(-)LOAD PER JAMB=(18.16'X 44 PSF)/2 399.5 Lbs per Ft. sheat 4of 5 �1 *PLASTIC COMPLIES WITH rr.500 DOOR PANEL CHAPTER 26 OF FBC 24 GA,(.024)STEEL MOI. SEE EVIDENCE PAGE 1.765 1.725 FlE 7/16"DA WASHER 1.144 i I 7 h ' 98 X 3/4"SMS 21 3/4' O I I O 3/8'FROM ENDS MAX. II �. 11 I I11 II i AND 7"O.C.MAX WOW.WIDTH .176--1Fes— 8QO Q 6 Q 0 t ' *EXTERIOR FRAME * INTERIOR FRAME (4)9a X 3/4'SMS _ 0 18 1/8' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q 3� 0 1MAX —3/8°FROM ENDS r 3 J N I I I AND 6-1/2'D.C.MA%. a N I I 1 175 X.062 DEEP ILII GROOVE 111I 1 1111 V 1 O 00 IIII 1/4'POLYCARBONATE LEXAN ;i y ;3 " " O O IIII BY'SASIC INNOVATIVE PLASTICS' „ •� •� O M 1111 NOA 913-0717.01 W > ISL IA njI, I. _ I U U- V V U�y Z Z b o Q N rn o I X IIII . . ' Z O W I I 0 0 3(7 IIII 1" 1 F Oz= IIII V W _QQQ � IIII ;, D)L. 01 v ,111 „ Q N= F 111 I I11 I I O IIII IIII I I f •�• �• 1111 175%.082 DEEP �' �• IIII GROOVE It �% (4)9a%3/4'SMS INSIDE ELEVATION d III f , N➢t-3/e°FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS g I III I AND 6-1/2'D.C.MU. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION 1 O 1 98 X 3/4'SMS C j III I O 3/8' FROM ENDS 175 V .082 DEEP AND 4-1/2'O.C.MAX. GROOVE I 98X3/4"SMS O 3/8'FROM ENDS AND T O.C.MAX. r —_--`'— _ Engr.dAVAD AHNAD ��,��� 7/16'DIA.WASHER \� __ _ __ _ _ ______ CIPE VIL F CAN.7 39 92 81+ 1 Aooeyp0oe Poo//�p y $ DOOR PANEL E%TERIOR SAH 7 $ 24 GA.(.024)STEEL MIN. m O DOOR PANEL 16/16'MIN. D.L.OPG. � A M PruyM droWing no. 24 GA.(.024)STEEL MIN. _ GLAZING SITE 4 05-03 WINDOW WIDTH sheet Sot 5