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HomeMy WebLinkAboutDOOR PLANSe SLAT 4 GUIDE (PAG. 2) •O •• � sa s �s s s o 0 a s o s s .............. —� so s� 30-41 W CLEAR OPENING WIDTH (ffliX) l� :COILSIDE ELEVATION IWOHOLES2 'LACES FOR 19'0 avers SIDE ELEVATION WINDLOCKS-DETAIL 4O L,. 2= 24 GA 0 PLAIN FLAT SLAT - DETAIUG aNSULATM MATENAL (SEE NOTE 5) ,ELEVATION - DETTAIL0 fo�i•%o°I GENERAL NOTES: 1- THEIROLL-UPDOOR SHOWN ON THIS PRODUCT APPROVAL DOCUMENT HASBEEN DESIGNEDIN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. REQUREDDESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620&,1609 OF THE FBC, FOR A BASIC WIND SPEED OF 146 M.P.X. THE.ROLL>UP DOOR'S ADEQUACY FOR WIND PRESSURE,'IMPACT AND FATIGUE RESISTANCE HASBEEN VERIFIED IN ACCORDANCE WITH THE 2007 TEST PROTOCOLS FOR: HIGH VELOCITY HURRICANE ZONES, iTAS•201, TAS-202 & TAS203. i DESIGN PRESSURE RATING: 465:0; .65A PSF. 2- SLAT, TO BE A:ST.M.A453 GR 6D STRUCTURAL QUALITY STEEL WITH MINIFY -50 KSII ANDG-HD GALVANIZING PERAS.T.M. A-663, OR A.I.S:I: 304 SERIES STAINLESS'.STEEL MANUFACTURED WITH A'MINIMUM YIELD STRENGTH OF FY= 50 KSL 3- WINDLOCKS 11 GA PLATED STEEL ASTM A-1011 4-ALURIVETS TO BE A.I.SI. 1035 STEEL, CADMIUM PLATED; STAINLESSSTEEL OR ZINC PL'ATEDWIfY=:37000 PSI. , :5- INSULATIONMATERIAL SNALL BE EPS-EXPANDED POLYSTYRENE, INSULATION (MANUFACTURED BY DYPLAST PRODUCTS LLC COMPANY, DADE COUNTY:NOTICEOF ,ACCEPTANCE# 07-1107.08. 8 DOOR MAY BE.INSTALLET) ON THE INSIDE OR OUTSIDE OF ANiEMERIORWALL: DOOR IIMPACTEDON BOTH SIDE 7- GUIDE DETAILS CANIBE USED IN ANY COMBINATION: &COLDFORMED STEEL GUIDE TO HAVE MINIMUM YIELD STRENGTH OF 43 KSI. &'CONTRACTOR TORE RESPONSISLE FOR THE SELECTIONIPURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL DOCUMENT. THE CONTRACTOR SHALL ENSURE THATTHE WALL CAN SUPPORT THE JAMB FORCESINDICATEON+THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. S 607TOWSLAT� BOTTOM SLAT -aDETAILI DADE COUNTY.APPROVAL 2OD7 Fbnda Bwlding Code ROLL'INGSTEEL DOOR 30410 (+651.65 PSF) BEST ROLLING 'DOOR, MFG .9780 N.W. 7801 AVENUE HIALEAH GARDENS, FLORIDA 33016 PH: 305.698-3550 FAX: 3OS4983552 wwwbsstdoor.us ENG. NAME JCSEP.H H. DIXONIJR P.E. IFL7768 Model 'SIO-6565 DRAWN BY iDRAWN No -BD. 6565-2009!02 DATE 10410M SHEET 1, OF 3 T !EXISTING STEEL STRUCTURE REQUIRED L 21K 21/4"x 1/8" C ASSEMBLY SOLT6116'x WWI% a NUT, FPST 06' FROM BOT70h @ to O.c' WINDLOCKATEVERY C SLAT INCLUDING BOTTOM SLAT STEEL JAMB "En' Min§numedpedistance al8dimnetem Ol far 1001pam"t anchoreirklanry i 1.126" t la T•5' a �• •a `' ••i •a •li' IF. IQ ANNEL.GUIDE MASONRYJAMB"r SEE SHT.3 TI!KWIK BOLT 3 ANCHOR E ANCHOR SCHEDULE EXISTING POURED CONCRETE REQUIRED L 2"x 21/6"x 11V Cant. 1310 U31165 SEE:SHT, 3 START @5'i FROM BOTTOM ' WINDLOCK AT EVERY OTHER • 'L9llk ' vx Vy CHANNEL GUIDE —DETAIL DADE COUNTY APPROVAL 2007 Florida Building Code ROL' LINGSTEEL DOOR 30'a1112" 1(*65l-65 PSF) BEST ROLLING DOOR, MFG 9780 N.W. 79th AVENUE HIALEAH GARDENS,FLORIDA33016 PH: 30&6983550 FAX 305-6983552 www.bestdoor.us ENG. NAME: JOSEPH H. DtXON JR. P.E. FL 7768 Model S10-6565 DRAWN BY DRAWN No B.D. �65692009_02 DATE 9 SHEET 2 OF 3. Y z I SUMMARY OF ANCHORAGE CALCULATIONS Best Rolling Boon .24 gage slat, 0.0239' Design Wind Wad+/-65 rsf 126" le-V 20'-0" 25'-0" 30.4 W Wide 'wide wide wide wide up 0.500 in, 1.00 in 1.50 in 1.50 in 1.50 in CateneryBorce Positive Wind, Plpf 1693lp1f 2002 pif 2374 plf 3367 pif 4325 plf Negative Wind, Plnf 1693 plf, 2002 plf 2374 plf 3367pif i 4525 plf 'Viand Vy Forces: Positive Vrbd,'Vk 1659 pif 1943 pif 2290 plf 3271 pif 4418 plf Negative Wind, Vx 1659 plfi 1943 pif 2290 pif 3271 pif 4418 pif Positive WitANY 3934p1f 523PT 653 pif 815 pif 990 pIf Negative Wind, Vy 393 pit 523 pif 653 pif 115 pif 9" plf C.Gaide, welded Electrode4pe E70xx. IE70xx E70xx E70xx E70xx A. Weld, gaide w wall angle, Ouerlanding leg only, Hole diameter 5/r '5/8" 5/8" 5/8" 518" Weld type Plug plug plug plug plug • Weldthiclmess 1/8, 1/8" 118" 1/8" IB" Spacing 1'4"o.c. 14"o.c.. 14"o.0. 13"me. 10"o.c. B. Ofeld wall angle to jamb Holediameter 518" 518" 5/8" 518" 5/8" Weld type Plug. ,plug plug plug plug Weld thicbess 118"' 178" 1/8" 118" 118" Spacing 14' o , 140oc, 13"o.c. 9"o.e. 7'o.c. C•Gpldq concrete anchors Concrete strength, fc 4000psi 4000pst 4000psi 4000psi 4000psi Positive wind anchor tension, FIZCp 467 plf 547-pIf 691 plf 920 plf 1243 plf compression, F2ZCp 74 plf 24 pif 38 plf 105 plf 253 pif shear, F3ZCp 1659 pif 1943 plf 2290 pif 3271 plf 4418 pif Negative Wind anchor tension. FtZCn 638plf 747 plf 880 plf 1257 pif 1698 pif comptession, F2ZCn 1030 pif 1269 plf 1533 pif 2072 p1f 2688 plf shear. F3ZCn 1659pif 1943 pif 2290 pif 3271 plf 4418 plf Type anchor,'Hihi Kwik!Bo113 Kwik03a1133 Kw& Holt 3 Kwik Bolt 3 Kwik Bolt 3 Diameter 5/8 "' 5/8 " 5/8 " 518 " 518. Embedment 4 "4- 4" 4" 4" Spacing 16" 16"o.c. 1355"o.c. 9'll"o.c. - 614"o.c. • r,�`���i+ate L Vx and Vy FORCES FOR VARIOUS DESIGN WIND LOADS 24 gage slat-(0.0239") Design Wind Load (psf) Opening Width Design Slip (in.) I Vx Ob/S) Vy (lb/ft) +501-50 12'-0" '% 1213 302 160 ! 1 1459 402 20'-0" I 11'/2 1739 502 25'-0" 11'/, 2501 627 30'-4'!a" ll'/ 3389 - 761 +55 / -55 j 112'-0" 1362 332 116'-0" 1 1620 i 442 20'-0" 1 t/2 1923 552 • 25'•0" ] % 2758 690 30'4 %s " 1 A 3732 838 +60 / -60 IT-0" '7t 1510 362 16%0"' 1 1782 483 20'-0" 1 't 2106 i 603 25"-0"' i 1 V22 3014 752 30'4 %a" 1 Y2 4075 914 +65 / -65 12,011 '/2 1659 393 .16"-09, 1 1943 523 20 =0" 1 V22 2290 653 25" 0" 1 %2 3271 815 30'4 A " 1 %2 4418 990 DADE COUNTY APPROVAL 2007 FloridaBuilding;Code ROLLING STEEL DOOR 30'-41W (+651$5iPSF) BEST ROLLING DOOR, MFG 9780 N.W.79th AVENUE HIALEAH GARDENS, FLORIDA 33016 PH: 305-6983550 FAX: 305-698.3552 www1aestdoocus ENG. NAME: JOSEPH H. DIXON JR. P.E. FL 7768 Model S10-6565 DRAWN BY DRAWN No &D. 656UO09_02 I DATE o4 05M SHEET 3 OF 31