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HomeMy WebLinkAboutPRODUCT INFORMATION - ROLLING DOORSi .V Counter Balance Shaft Q 1- ROLL -UP DOOR SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN �1 Dome; STEEL STRUCTURE VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA ' Solid Rod REQUIRED Mr.) W/ ��j BUILDING CODE. ' HOOD - 29 GA ; Hex Taka / y 1/8' Min. WALL THICKNESS r DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC77ON T620 OF THE ABOVE MEN17ONED i/4'�x3/4 - --H V CODE. - (0P77 w_ ° PLATE ROLL -UP DOOR'S ADEi?L�St?Y FOR lMMPACT AND FATIGUE RE5lSSTANCE HAS BEEN YERlF7En IN o c� ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENAONED CODE AS PER FTL REPORT .375" M,'n.J 2288 AS PER TAS-201, TAS-202 & TAS-203 PROTOCOLS FASHAFT W/3%1® EDIIIED TOT do N T f/$° DESIGN PRESSURE RATING: t6Q0, -60.0 PSF. ° eq STOPS ' r 2- SLAT TO BE AST,M. A-653 $0. GRADE 40, WITH 0-90 GALVANIZING OR A.I.SL " - - ® 6` O.0 o + 1/8" ' J. -- - _ 3- ALL STEEL ANGLES TO BE AS T.M. A-36 DESIGNATION, SHOP PRIMED AGAINST CORROSION L 2"k2'Sr1/8' Cant PRIOR TO INSTALLATION. SLAT , 4- GUIDES TO BE AS T.M. A-653 SO. GRADE 50. COLD FORMED STEEL DESIGNATION SHOP "LOCK W-I AT EVERY D7H 1 SUIT PRIMED OR WITH 0-90 GALVANIZING. 7YP. SLAT SLAT INCLUDING BOTTOM SLAT - ° © (SEE DETAIL f 3 CHANNEL GUIDE (Cant) 6- WINDLOCKS TO BE A.S.T.M. A-653 SO., GRADE 40 MW. COLD FORMED STEEL DESIGN4770N, WITH 0-60 GALVANIZING. ®10" O.0 " " Moir. SLIP TYR EACH SIDE SEE SHEET 3 OF 3 FOR 1/4 7- HOOD TO BE 24 GA. AS T.d4 A-653 DE51CNA170N, W/IT 1 0-60 CALVANIZINC V FOR A GNEN SIZE DOOR o N �RL-7r.7d 8- ALL RIVETS TO BE A.I.SI. 1006 STEE4 ZINC PLATED W/48.42 KSI MINIMUM TENSILE � STRENGTH. ' SCALE. 3/8" ' 1" 9- CONCRETE ANCHORS TO BE AS MANUFACTURED BY POWERS FASTENERS INC.,AND SHALL ' ° BE INSTALLED FOLLOWING ALL OF 7HE RECOMMENDA170AIS AND SPECIRCA77ONS OF 7HE 1 ANCHORS MANUFACTURER. CHANNEL o DETAL 1 /2 10- ALL WELDING TO CONFORM TO AMERlw WELDING SOCIETY'S AWS D1.1 REGULA710NS ' Gam) (Typ. SfDE) USE AW.S A& I OR A5.5 E60" ELECTRODES MIN. 1/B- FXUT SIZE. ° EXISTING 11- INSULA77ON MATERIAL SHALL BE EPS- PANDED POLYSTYRENE INSULATION. TYR BOTTOM BAR ® POURED CONCRETE MANUFACILIRED BY APACHE' PRODUCTS CO ANY, N077CE OF ACCEPTANCE j 01-1102.09. ' REWIRED (&p.) 12- IT SHALL BE 771E RESPO E CONTRACTOR TO VERIFY 7HiAT THE EXSIING ' 1/4" Min. f STRUCTURE /S DESIGNED Vk Vy FORCES AT BOTH JAMBS - -s 5/8-* POWER BOLT Wj�6" Min. ' SEE SHEET 3 OF T 1 x & Yy ALUES. 1.250° EMBEDMENT (SJ SCE! L� ON ' �—A ' -SECTION A —A a a SHEET 3 FOR ANCHOR SPACING) ^ 13- ROLL -UP CHAN NO AR OF THIS APPROVAL, BUT SHALL BE CER77FIED BY AN ■ ' a START FIRST BOLT AT 5' FROM 1N ENr NG C 6 -0 DOOR WIDTH (Max,) o, .. BOTTOM. , SLIDE BOLT LOCK f iel/4Sr12 t3/16" N. T. S. d d n a 4- CURTAI SLAT) IS FASTEIED TO THE WHEEL WITH (4)6 1/8" LONG SLATS ' FASTENED 3' L W/(2)5/16-/x1 1/2" a c , �� 1 3/8' BOLT & NUT. Bair W/NUT (Typ. ZA SIDE) A) THIS P.A.D. PREPARED BY THIS ENGWEERR IS GENERIC AND DOES NOT PROVIDE' NFORMA77ON FOR A SITE SPECIFIC PROJECT, LE. WHERE THE SITE CONDITIONS DEVIATE FROM L DOOR ELEVATION ' -- I THE PAD. - N. T. S. ® f0" O.0 (8) CONTRACTOR TO BE RESPONSIBLE FOR 7HE SELEC77ON, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PAD. PROVIDED HE/SHE DOES NOT DEVIATE FROM 171E - i L 29r21 8* Cont, - CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCnON SAFETY AT SITE IS THE - .605" 0.605" ' 1 SLAT CONTRACTOR'S RESPONSIBILITY. ©CHANNEL GUIDE (Copt) 1/8" 1 1/4' ® 10" O.C.(C) THIS P.A.D. WILL BE CONSIDERED 1NVAUD IF MODIFIED ' SEE SHET:T 3 OF 3 FOR - (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY MOx. SUP TYR EACH SIDE 99NDLOOK W-1 AT EVERY 07HER ' A FLORIDA R£C/STEMSD ENGINEER OR ARCHITECT *#CH �c^ {3EUEUNa1NF NA) IAL FOR A GIVEN SIZE DOOR INCLUDING A ��BOTTOM BARU.t WILL BEL^OM£ THE ENGINEER OF RECORD xav - •�x�, FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ' FOR THE PROPER USE OF THE P.A.D. . P!k®mLlCT REVNED 2.500" B B (E) THIS P.A.D. SHALL COMPLY WITH SEC77ON 2: 61015 oBjg 08 8 c 1,250" ' OF THE FLORIDA ADMINIS777,A1NE CODE, 24 GA3/8' i r4cceglacelol® -fit? Or' N Y : SCALE : 3/ $" 1" CLOSURE 24 GA w4-BY Q DfWsioa 24 64 . .5z5"�".525" 750" F.B.C.-(High Velocit Hurricane Zone) PLA ' INSULATED • _ a , W-0" MAX. 24 GAGE SLAT ROLL —UP DOOR °�', .v.' I �iCHANNEL GUIDE - iL E c o ,N�. 5/LATE f. BEST ROLLING DOORS, INC. - �� � �--v- 97M N.W. 70th AVMW / TILUT TESTING & ENGWEERING campANY 144LE1H GARDS4 FLORIDA 33018 05-081 sus Aw.. Mh sa sm. ,mx vfROA¢t A ijim SCALE : 1 2- •= 1 Z�O S. rrI-ism , rar : t18><-�u1 No - - - ORAtsnNc Na E8-OOOQ719 � mtl v. rm aacwarnaer . wit RALrDi A 1]UJT Jr. A E' OLD OJ-me e i FLORIDA Uc. 0 44167 a s SH& 1 Of 3 d W-1 a EVERY OTHER SLAT o O HALF SLAT ! CHANNEL 7 GUIDE BOLT 12" O.C.5/16"0xl 1/2" THRU --II--.104 " .750"� _ _ ___ '________ _ " 3/16 x2" Cont. FLAT (Typ.) -� --- ---T-'-_'-- STEEL BAR EA. SIDE i , . N o 2-17/64"0 HOLES N FOR 1/4"0(0.242) RNETs . (I)MEW BAR DETAIL j' SCALE, 3/8" = I" �p --- --=-- - --- .580" 3250" c 1 . Q HALF SLAT - 1 1/2"x2)(1/8 x0'-8" - STEEL ANGLE EA. SIDE (2)5/16"0xl 1/2" III 3/165(2" Cont. FLAT M.S. ®4•' O.C. STEEL BAR EA, SIDE i ,SECTION X2. • BOTTOM 9AR(2) v agAcKET DETAIL ' SCALE : 3/8" = 1" 1 1/2 x2•x1/8 x0•-8" 1 STEEL ANGLE EA. SIDE HALF SLAT 3/16 W Cont. FLAT7 STEEL BAR EA. SIDE7 X2 lFf (2)5/16.Ox,1 1/2" ' I , ®4" O.C. ' 0 i--- 4.000" 12" ELEVATION 0TWm- BAR n W ' BRACKET ' SCALE : 3/8" = I" f.875 a ✓ .750 �; Q2 BOTTOM SLAT .687"-1 DETAIL (e/evoflon) ' I II a N. T. S. „ --1 1.570" {-- 3250" ' TYPICAL WINDLOCK W — I DETAIL0 ` I t C_ -5/16"Oxl 1/2" d xf THRU BOLT @ d FRODUCTRE'VISED 12" O.C. wsvmp w9thtl Acsep��see NmG 5 -G� !�/ �u�ncst�� e a Y I�Iiemi a ��v�met F.B.C. (High Velocity Hurricane Zone 12" MWN 16'-0" MAX. 24 GAGE SLAT ROLL -UP DOOR ACV 5/161*05 rldlmo�lmc-\�"� BEST ROLLING DOORS, INC. COMPANY AN C N.W. 73th AVA J HlALEAN C+IRDENS, FLORIDA 3301E 05-08 1 T71.JJT 7E517NO & ENQ/NEER/NQ euS KW. JOM. SY�. JOS vAwm aaroe m A skis Pla++o r iJ05 EB-. 0 . fmr r (JG5J87J-J6JJ E8-OOOB719 pR1g7. No Itltt rn nNuFm Oat wv rm mswnm wJ[ WALIER A p�1/T Jr. P. E. �dRlOd uc 44f67 r OLD W-ma JB SHEET 2 OF J a MAXIMUM MAX., ANCHOR SPACING LOAD DESIGN WID�N (Ft.) SLIP (In) vx (L �Ft) ' (LR %Ft} (PSF) FOR Min. flo = 2000 psi CONCRETE FOR Min. f'c - 4000 psi CONCRETE OR LESS V16" 2127 225 , 10 1/2" 12" +50 0, -50. D 12'-0" 1/8" 2617 - 300 8" 10" 14'-0" 3/i6" 2787 350 ' 7 1/2" R" 16'-0" - 5/16 2681 400 . 7" 8 1/2" F60O,.0 OR LESS 1/16" • 2667 270 - 8 1/2" 10" 12'-0" " 1/8" 3205 360 - 6 1/2" 8'1 14'-0", 3/161, ' 3362 420 6" 7 1/2" 16'-091 ' 5/16" 3253 ' 480 ' 6" 7" 5/810 POWER BOLT W/ 6" MINIMUM EMBEDMENT, ' MAXIMUM SPACINGS FOR f c = 3000 psi CONCRETE MAY BE INTERPOLATED IN BETWEEN ' f c = 2000 psi AND f c = 4000 psi. N _�M IiNG STRUCTURE ° �l f i • IMF V x cltVy Lco OAD DlAGBAM ' P' EXISTING STRUCTURE 11L IEt 0 1Na. JT TESTING # ENGINEERING COA Ma:.um st sra .� ►gym+ ®++ems 1 PAona : (.lOSId71-IdJO . Fmr : (JO!)d71-1: l0AD DIAGRAM ]PRODUCT REWSEtD ss P9y3,^eg with me m1 lft �ei€8isg code u �Qe Whim j,-cg • - eta �:-,,. F.B.C. (High Velocity Hurricane Zone I V-0" MAX. 24 GAGE •SLAT RD'LL�LN� - DOOR D�KAV DOORS, INC. 9780 N.W. 79th AVENUE HM" GARDEN$ nORM4 JJ016 05-081 no scrimm AM I MY. ft ORMN6 Ne / QLO Cll-09d 6 J __� _ - , _ _ SHW 3 Of 3