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HomeMy WebLinkAboutNotice of Acceptance i . MIAMI- MIA'all-DADE COUNTY ROM PRODtr'T CONTROL SECTION :50 SW 26 Street,Room 208 DEPARTMENT OF REGULAT6,RY AND ECONQ�Y ff t;R&.Sb JRC�(�sR) Miami,Florida 33175-2474 BOARD AND CODE ADMINIST) ATION DIVISION „ __ T(786): :5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NO i :r www.miamidade.eov/economy i DAB Door Company,Inc. 12195 NW 9814 Avenue Hialeah Gardens,FL 33018 SCOPE: This NOA is being issued•under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9'-4"Wide w/ Window Lite Option(DP+50.0,-60.0 PSI) 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 b 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 ofNOA. 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.Utrera,P.E. NOA No. 14-0814.04 MiaMaoaQecourrnr Expiration Date:August 9,2016 Approval Date:Febrivary 5,2015 f ✓�` dE� Page 1 DAB Door Comnany,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 I dated 11/03/2014,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Siibn:ifted under NOA At 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. "Subndited udder NOA#09-0128.04" r, 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. "Subinitted 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",prepated by Hurricane Engineering&Testing,Inc.,Report No. HETI 01-969, dated 01/18/2001,signed and sealed by Hector M.Medina,P.E. 5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted 0-40 steel panels,prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998, signed by W.A. Jackson,P.E. . f Carlos M.Utrera,P.E. Product Control Examiner NOA No. 14-0814.04 Expiration Date:August 9,2016 Approval Date:Tebruary 5,2015 1;-1 ' DAB Door Company,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. "Submitted under NOA#09-0125.04" 2. • Anchor verification calculations prepared by Al-Farooq Corporation,complying,%vith F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE L 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 Iusulfoam 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 ort 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their DyplastISO-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 under NOA #OS-022$.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`TVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 04-1251,dated 11/29/2004 signed and sealed by I. Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Bum 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.R. F. STATEMENTS 1. Statement letter of code conformance to the 5's edition(2014)FBC and of no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad ANnad,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 E-2 e 7-1/2"X S"X.071"GALV.STEEL TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" o END ROLLER HINGE _STEEL PLATE WITH ONE 5/18-18 MS W/NUT Oto W/(6)814 X 5/8'SMSFASTENED TO END STILE WITH OPTIONAL DOOR VIEWER T WITHOUT DELRON SLEEVE(STI.) 'tee (6)814 X 3/4'SELF DRILLING SCREWS TO BE INSTALLED AT o WITH DELRON SLEEVE(OPTIONAL) / ``�� CENTER STILE z 4� ' --- 00 1 CENTER STILE r A F a Oe O IL / I d e I 7-112"x 2-1/4"x 071' --- --- I p P GALV.STEEL CENTER HINGE 1 w/(4) 814 x 5/8'SMS B WITH DELRON SLEEVE(OPTIONAL) B , I $ v g Z LOCK 2 DOOR m o 0 .0 1° 0 e1 — q T , 1"W X .15"THK.LATCH T STANDARD LOCK -_ -- r'= _ 00 ` SPRING LOADED SLIDE BOLT(BOTH SIDES) - - - = toO FASTENED W/(4)814 X 1/2'S.M.S. — -! A — I o M -- 5/8'MIN.LOCK ENGAGEMENT .'�,'I V V ,,j M CONFORMS TO SECTION 1008 REGARDING CAtAGif DOORS I Q _ I a � z � -- --- /� _ —'a w ._-___ r I J DOOR HEIGHT CONSISTS OF - 11 / Z t 0)C -1 .158 DIA.GALV.AIRCRAFT TYPE / ``` / 0 \`� i OPTIONAL VENT b'-6' 2 SECTIONS IB'2 SECTIONS 21' 1 [_-.q 0 0 3 h 1 SECTION 18' 3 SECTIONS 21 GABLE&NICO-PRESS SLEEVE 1/ 1 / O Z W/MIN.5 TO 1 SAFETY FACTOR I lr _ 1 (3)5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE O C3 7' 9 SECTIONS 21'- I II WOOD GRAIN DESIGN W o 7'-3" - - ( I OPENING AREA NOT TO EXCEED N i r e � �' 120 S0. IN. COLONIAL DESIGN N m rn J`✓ 7'-6' S SECTIONS 18'- 6"X 3"X 0.1" 7'-9' 4 SECTIONS 18'1 SECTION 21' STEEL PLATE U O i `� i MOX.DOOR WIDTH O _ B' 3 SECTIONS 16'2 SECTIONS 21' WITH(2)814 X 5/8"SMS ` ` I e W-4" 8'-3' 2 SECTIONS IB'3 SECTIONS 21" W-6' 1 SECTION 18' 4 SECTIONS 21-1 ' 8'-9' 5 SECTIONS 21"- BRACKET BRACKET INSIDE ELEVATION 9' 6 SECTIONS 18'- STD. LIFT DOOR DOOR HEAOPTIDROOM RAISED PANEL EMBOSSED DOOR 9'-3' 5 SECTIONS 18'1 SECTION 21' W-6' 4 SECTIONS 18"2 SECTIONS 21' 9'-9' 3 SECTIONS 18'3 SECTIONS 21' 7-7/8"X 3-1/8"X.010" ,O' 2 SECTIONS 18'4 SECTIONS 21' STEEL PLATE DAB DOORS INC. z 10'-3' 1 SECTION 18' 5 SECTIONS 21' CENTER STILE WITH (4)814 X 3/4'SDS Hurricane Master®Model 824/811 6 SECTIONS 21'- Max. Size 9'-4" X 16'-0" High `0<W 10'-9' B SECTIONS IVII SECTION 21' OUTSIDE 814 X 3/4'SELF DRILLING SCREWS MAY BE USED 11' 5 SECTIONS 18'2 SECTIONS 21' HANDLE END STILE IN UEU OF 814 X 5/8"SMS With Window Lite Option 11'-3' 4 SECTIONS 18'3 SECTIONS 21' 11'-6' 3 SECRONS le'4 SECTIONS 21" THIS PRODLIJT IS RATED FOR LARGE MISSILE IMPACT DESIGN PRESSURE RATING = + 50.0 PSF m 11'-9' 2 SECTIONS 18"5 SECTIONS 21' 1 LO(7C BAR cu1DES — 60.0 PSF a 0:I a 12' 1 SECTIONS 18'6 SECTIONS 21' a INSTALLED ON END STILE 12'-3' 7 SECTIONS 21'- YBTN(4)814 X 5/8"SMS g' GENERAL NOTES 0 12'-8' 6 SECTIONS 18'2 SECTIONS 21' m 4 c 12'-9' 5 SECTIONS 18'3 SECTIONS 21' ASTAGXE.6W TRACK 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WOH THE o 13' 4 SECTIONS 18'4 SECTIONS 21' EN EACH SIDE C DOOR REQUIREMENTS OF THE FLORIDA BUILDING CODE(FOC)FIFTH EDITION(2014) N14'-Y 3 SECTIONS 18"5 SECTIONS 21' INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 2 SECTIONS 18'6 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS. Engr.JAVAD PR.11AO PLtomlerABVISFa I S 9 1 SECTION 18' 7 SECTIONS 21' OUTSIDE KEYED LOCK (OPTIONAL) ANCHOR EMBEDMENT TO BASE MATERIAL SFWLL BE BEYOND WALL CIVIL d yegwE111 d1eFMdQe i V, 8 SECTIONS 21'- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. F GAIL 705.2 0 92 C'� 6 SECTIONS 18'3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS.NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. Aovm;xv eeW5 SECTIONS 18'4 SECTIONS 21' LOCKS SHOWN ABOVE _4 SECTIONS 18'5 SECTIONS 21' 4 THESES DETAILS ARE NO INPARTOOFD THIS APPROVAL ITIONS OTHER THAN THOSE SHOWN IN 2043 SECTIONS 18'6 SECTIONS 21' p2 SECTIONS 18'7 SECTIONS 21' S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. OOlttll Browing no. 1 SECTION 18' 8 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REOUIRFJdENTS OF FLORIDA 1 01-09 9 SECTIONS 21'- BUILDING CODE,TAS-202.TAS-201 k TAS-203 FOR HVHZ AND 16' 6 SECTIONS 18'4 SECTIONS 21' ASTM E7886-05/ASTM E1996-09. sheet 1 of 5 a .. 24 CA.STEEL.PANEL 3/16'ALUM RIVETS of z FLAPS BENT OVER PANEL n n 0 I 7 y 4 h .024"STL PANEL ijY PUNCHED HOLES a0 .. ®4"O.C. T9Cool 1� O?w OU0E OF 000 Mg C C 3cc N a z` — STEEL TRACK BRACKET FASTENED SOLIPL-BRASS DOOR VIEWER TO WOOD JAMB WITH 13Y'SCHLAGE SECURITY HARDWARE' 5/18'X 1-5/8"LAG SCREW INSTALLED IN 9/16"DIA. HOLES IN CENTER STILE ONE PER RFULLY HBRACKET POSITIONED AT EYE LEVEL END STILE K OPTIONAL sroP MOULDING ANCIFORS AT TACK pRACUT: 0 W DOOR INSTALLER a w M FOR CONNECTION OF WOOD BUCK A) 't/A'DIA POWER-POI 8Y'POWERS TO MASONRY SEE NOTE ON SHEET 4 2'ANN.EMBED INTO CONCRETE ¢ •+ #14 X 5/8-SMS 1-7/8"MIN.EDGE DISTANCE 6 PER HINGE 3E4D STILE,CONNECT TOPANELS SWITH B),,A,18'DIA BIG SLEEVE BY'HIVA' Z N SOUTHERN PINE - - .. 1/2'X 1-3/4'X.059'FORMED STEEL FLAPS AND 311V ALUM RIVETS 1-1/4"LIN.EMBED W70 CONCRETE OR FILLED BLOCK d N Cno I 0.55 S.G. " GLUEG TO PANEL AND SECURED TO SEE DETAIL ABOVE T D.'--5/8'MIN.EDGE=ANCE INTO CONCRETE Z " EDG DIST.•, END STILE WITH 3/16"POP RIVETS 0 12'O.C. d'MIN.EDGE DISTANCE IMO FILLED BLOCK O Q 3 `�'� -` - '• d• 4 1-7/8"%2-5/8"%•045'STEEL CONCRETE Ye=3000 PSI MIN. W G7 Lx o . 1 COMER SHL£.GLUED AND VETS DISTANCE C-90 GROUT FILLED BLACK I'm 2000 PSI MIN. I TO PANEL Y!/(4)3/16"RIVETS —�jI £N 1 1/2'MIN. i )DIN S - ! 0°-S #14 X 5/8"S.MS, •e".- �j1-3/18 -_7 j 1 4/HINGE Ta LS"X 2.19°X 3.3"X.102" ANCHOR TYPE A OR 9 STEEL TRACK BRACKETS (1)PER BRACKET SEE SHEET 3 FOR SPACING S E SHEET 3 FOR BRACKET SPACING `o I �s $z fk"'�'-! 1/4-20 SS BOLT h NUT7-1/2'X.071°GALV.STEEL 6CENTER HINGE 5SECTIO B- 7/16"PUSHNUT N B—B INSTALLED ON ROLLER SHAFT a Engr.JAVAO AHMAO INTERIOR SIDE t.s2'DIA,x so'STEEL ROLLERS(STD.) CIVIL PRtiUt1CT'itGVTSkL I CCA.TX 2-`1/8"x I"(STANDARD) 1.82'DLA,X.50"NYLON ROLLERS(OPTIONAL) lC•A•N 5538 92 a --- Ill t� t2 GA.X 3-5/16'X 1-1/2'(OPTIONAL) 2.75'DIA.X.50"STEEL ROLLERS(OPnOtiA6) A � h� FASTENED TO CRACK PLATES 2.75'DIA.X.50"NYLON ROLLERS(OPTIONAL) ~ b V W/1/4-20 X 5/8'TRUSS No, WITH 5'STEM �V ' ^ SLOTTED M.S.&LOCK BUT 2014 By DndtM drolving no. 01-09 sheet 9 of 5 a POP RIVETS 2 X 2 X 1/8'HOfa,ANGLE , 2' 5/16"X 1-5/8'LAC SCREWS INTO WOOD OR HOPoZ.TRACK SUPPORT, SPOT WELDED TO NORIZ.TRACK 2" _ f 2-3J4'X 5-112"%3"X.tO4' 5116"SLEEVE ANCHORS CENTER SUPPORT READ.ON DOORS WITH TWO WELDS AT 1-1/2'APART CAIV.STEEL WITH 1-1/4" EMBED INTO MASONRY NEEDING 8 FL IN HEIGHT (TEST AT 9"O.C. TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET It A REST AT 9'O.C. c FASTENED W/(6)0 14 X 5/8'S.M.S. _ II 1 CONNECTED TO FLAG BRACKET ANGLE �► 10 W/3/8-16 X 3/4'13OLT&NUT O .090 THK.CAM STEEL ADJUSTABLE AND TO SPRING SHAFT CUIDE'WRN Fz. SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA.STEEL PLATES A J (2) 1/4-20 X 5/8'BOLT&NUT �+ W/5/16-18 X 3/4"HEX HFAD WELDED TO 7-112"X 1-tj2"X i4 GA.ANGLE -- +Q , M,SCREWS&NUIS. FASTENED TO TRACK TOP BRACKET, WITH(4) 1/4-20 SS.BOLT&NUTS - HORIZ.TRACK LENGTH= OPENING HEIGHT PLUS 12" (STANDARD) - �! TOP BRACKET VERTICAL TRACK h (OPTIONAL_) 2-1/6"x 1"x.080' o LOW HEADROOM DOOR 14 GA.GALA.STEEL TRACK SECTION A-A p 0 q a p HORIZONTAL REINFORCEMENT Q°•d o C y 1 j2'X i-3J4"X.059`FORMED STEEL 2"X 5-1/2'X.iO4" 0(5p m GLUED TO PANE.ANO FASTENED TO CAM STEEL - bL' G VERTICAL STILES WITH FASTENED W/T4) 14 x 51fi's M s. q 3 T a (2)3/16"POP RIVETS To R aRACKET FOR , LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS 4 all � 1/2'x 1-3/4'X.059'FORMED STEEL HEIST IST 2ND 3RD 4TH 5Tri Bt B2 B3 84 85 66 B7 88 _ CLUED TO PANEL AND FASTENED TO 6'-0" 18" 18"118-118-N/A 1"TO 2-11-3/4- 23" 34' 45" 56' 67" -^� VERTICAL STILES WITH _ (2)3/16'POP RwE[S, 6'-6' 21 18 18 Zt"N/A 1"TO 2"11-314" 23' 34" 45' 56' 67' 5116"MEETING RIB N/A 1"TO 2"11-3/4" 23' 34" 45" 56' 67" - T-6' 78" 18" 18"T8" 18"1"TO 2"tt-3/4' 23' 34" 45" 56' 67 78-114" 1.82'DIA.X.50"ROLLERS 8'-0" 21"18" 18' 18" 21",11"TO T'11-314" 23" 56' 67' 78-1/4" IY 13 W/.44 DIA.X 4-1/4"STEM = *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM A M z FOR DOORS MORE THAN 8 FT.HIGH,USE ADDITIONAL TRACK BRACKETS AT 10"O.C. OPTIONAL INSULATIONS: z� d ¢,J BY'D ELASt PRODUCTS (3= EPS-EXPANDED POLYSTYR E o m 1.9'X 2.19'X 3X X,090" 0 �}\1z DENSITY-1.05 PCF STEEL TRACK BRACKETS — v y N.OA#11-092647 m 2-3/16"HIGH d U7 M o 1 OR CONNECTED TO TRACK WITH �+ a ca ISO-25 POLY-ISOCYANURATE ) Ile BOLTS&NUTS. O O .� m = DENSITY-2.0 PCF 1- O N.OA Bli-0926.06 m W p U}= ao z� OR Al rn LU q QY'CFLLOEDAM NORTH AMERIGl / N DENSITY= 1.03 PCF m N.OA.$10-1129.04 O S r OR BY'LNSVIFOAM LtV DENSITY=0.92 PCF NAA 814-0311.08 »m ®+ 14 CA GALLA.STEEL TM ROLLER H24CES FASTENED W/(4)®14 X 5/8'SMS m o MIN. 024'ROLL FORMED STEEL PANEL y DRAWING QUALITY C-40 3 MIN.YIELD STRENGTH-34 KSI WITH PRIMER AND BAKED-ON TRACK CONFIGURATION 01 z u w z POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL VERTiCA LIFT HIGH LIFT STANDAR LIFT ,LOW HEADROOM DOUBLE TRACK ~ AVAILABLE TRACK OPTIONS EIII;-JAVAD AHMLAO PRODUCranvi8F33 1 12 GA.GALA.STEEL FLA.PEMS 70592 a o06 "' I BOTTOM BRACKET FASTENED CAIN. ; o W/(4)#14 x 5/6"SMS r =`� S 3 BOTTOM SEAL elQtgnt 1+rcd0tipT drOwing�^Lno. _058 ALUM PLATE 01-09 WITH 1/8'x 1'SAM A 48"O.C, SECTION A=A AND RUBBER WEATHERSTRIPPING Sheet 3 0f 5 0 \AGiE DIST. 1 z 1-1/2'MIN. I o o I E DIST. 0 1 m z c� 3= m 08 I �a F 2BY 1/4'DIA.LAG SCREWS 28Y 1/4'DIA LAG SCREWS 0 WOOD BU I AT 6"FROM ENDS WOOD BU -AT 6"FROM ENDS I _ AND 19'O.C.MAX. 1 ; AND 19"O.C.MA%. cy „ 00.Q1¢3�p 0�Co¢8 �Lu OPTION 'A' OPTION 'B' � oD WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) o 0 THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT Iyj M TO WOOD STRUCTURES,IF THESE METHODS ARE FOLLOWED NO,ADDITIONAL CALCULATIONS/DESIGN Q WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. ANCHOR SPACING U 2 a FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 2�E--' m 3 8 NLC SLEEVE BY MLP CONC. 1=1 4 8' 1-5 B aOw " 3 8"HLC SLEEVE BY FILLED BLOCK 1-1 4" g" •4" J In CD C3 1 3 8"DYNABOLT BY'ITV CONO. 1-1 2 8' 2" O O 5/16"X 1-5/8' STEEL STRUCTURE BY OTHERS 3 8"DYNABOLT By'BYP FILLED BLOCK F- OZ= C7 LAG SCREWS -MUST SUPPORT THE LOADS IMPOSED 3 8 POWER-BOLT BY'POWYERS CONC. U 0 ¢ AT 12'O,C. BY DOOR SYSTEM 3 8 SLEEVE-ALL BY SIMPSON I LONG 1-1 2 B" 1-7 8 N 0)W ,6� CONCRETE V.-3000 PSI MIN. QQ 5/16'DIA BOLTS C-90 GROUT FILLED BLOCK I'm =2000 PSI MIN. a C2 2 WOOD BUCK CONNECTION TO MASONRY AT "D.C. &Nur L W"• AT 12'O.C.IAAX. PRESSURE TREATED 2X6 SOP WOOD JAMBS WHICH SHALL BE ANCHORED TO EDGE E ,DIST. GROUTED REINFORCED MASONRY BLOCK WALL OR GONG COLUMN WFM PAI 1/4'ULTRACON BY'ELCO'WITH SPACING OF16"O.GMOGROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED16"O.C.IMO 3000 PSI CONCRETE,WRH 1-3/4'MIN.EMBED o2-1/2'MIN.EDGE DISTANCE1-1 4"X 2-1/2'X 14 GA oCONY.STEEL ANGLE 1-1/2'1/4"TAPPER BY'POWERS'WITH SPACING OF14"O.C.INTO GROUP FILLED BLOCK WALL,WRH 1-1/2'MW.EMBED �12 GA,�V.STSQCIMO 3000 PSI CONCRETE,WITH 1-3/4MI EMBED 2-1 e'% 1'X 14 CA3MIN.EDGE DISTANCE /16'X 2-1/2 FLAT BRACKETS f3'LONG zFILLET WELDS AT 12"O.C.IN DOOR CPNG. GAL'SD T TRACK FASTENED 4 TRACK PLATES 3/8'CONFLEX BY'ElCO'OR 12'O.C.MAX. AT 18'O.C.ABOVE DOOR OPNG. W/(2) 1 4-20X5/8"TRUSS HD. .3 LDT BY'DW WITH SPACING OF r't CONNECTED TO COM.ANGLE SLOTTED�S.k LOCK NUT 24'O.C.IMO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED W/(3)SPOT YIELDS AT EACH SIDE v; o 2'MW.EDGE DISTANCE CONTINUOUS ANGLET erk_ o m e REVERSE TRACK -OMIN 0 AN e % y O N�: 3/6'HLC SLEEVE BY'HILTI'WITH SPACING OF TO WOOD BUCK. TO STEEL TO CONCRETE AND FILLED BLOCK y 8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN.EMBED. 4'MIN.EDGE DIST. - 16"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBEO AND - ALTERNATE TRACK INSTAIlATION 2-1/2'MIN.EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS Eng..JAVAO AHMAD PNOW1Cy1tBVistD Y FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PE 70592 tlamTP1 FI*� a ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED CAH. 538 � Clsde 1 a BY DOOR SYSTEM. t,'f� Y A� T1s FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF NOV X 21014 RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED By O BUILDING OFFICIAL UPON INSPECTION. 106de hod0A tln16o1 dro ving no. MAXIMUM EXTERIOR(+)LOAD PER JAMB-(9.33'X 50 PSF)/2-233.3 Lbs per Ft. 01-09 MAXIMUM INTERIOR(-)LOAD PER JAMB =(9.33'X 60 PSF)/2=279.9 Lbs per FL sheet 4 of 5 G , soo 2so *PLASTIC COMPLIES WITH I I 0001 PANEL CHAPTER 26 OF FBC o 24 GA (.024)STEEL MIN. SEE EVIDENCE PAGE Z 'f[ 1.765 I 1325 �� q 7/16"DIA WASHER I IL 1.144 ILa � I Q,'A u / Q8 X 3/4'SMS O 1 I ®3/8"FROM ENDS 213/-4•" I I�-.600 Q'0 W p III' I AND 7"O.C.MAX. 1YOlV.YAOTH .176 la O a Q Q p cis >k EXTERIOR FRAME * INTERIOR FRAME O°�W o 1 (4)#8 X 3/4'SMS 0 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION 1111! i"�� ® 1-3/8"FROM ENDS _ j MAX w y 1 ul' I AND 6-1/2"O.C.'hW(. o D.LO. LL Z 1 � a 0 w y C7 1pV) I 1111 .175 X.062 DEEP A B © ! 1111 GROOVE f 1 '111 I V 1 Of 00 ILII El cl 1/4"POLYCARBONATE LEXANtal O Ld i 111 8Y'SABIC INNOVATIVE PLASTICS' M 111 NOA BI3-0717.01 I xQLL w O IIII I Z r N m Q CJ ) v a w � z Q m w y o 4'c 1111 IP O O�i 6 a 1j y 1 V O Z N Ei 113='El l E,' 1111 O.N-2 F 1j1j ' 1 O 1111 1111 n , II '-175 X.062 DEEP 1111 GROOVE (4)g8 x 3/4•SMS INSIDE ELEVATION AND 6-t/z"O.C.MAX. 111 1 , 1-3/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS 1111 1 A �u� 1 O WINDOW LITES CAN BE IN ANY LOCATION 1N DOOR SECTION "po� O 1 11 28 X 3/4•SMS '+ B I 111 1 i ®3/8"FROM ENDS > 175 X.062 DEEP I AND 4-1/2'O.C.MAX. GROOVE W p Ori u 1 #8X3/4'SMS 'J ®3/8-FROM ENDS AND 7"O.C.MAX. r ----------- -- __ _ Engr.JAVAO AHMAD q 7/16"DAWASHER __ _ __ __ _ _-L7_7___ _ CMPADd11JCTQEVLSE� L i 3 `�� ----------- FLA.PE]70592 �O011T ph%-*b"fs'Qe 3 CAN.35 8 BWldilyC.OAE 1 , A-Wmm Pb .D¢' NO DOOR PANEL. EXTERIOR f4 By 24 GA.(.024)STEEL Wry, DOOR PANEL I5/16"MIN. D.L OPG. pp�� drOWing no. 24 GA(•024)STEEL MIN. GLAZ8IG 8HE L-01-09 WINDOW WIDTH • sheet �j pf 5