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HomeMy WebLinkAboutGARAGE DOOR DESIGN PRESSURES3 NNEO s� V( OOM 9ti VG\e G GARAGE DOOR USIGN)'RESSURES TABLE 16W.3.1 WIND SPEED CONVERSIONS%sJ 1 V,e ]OD 110 17A. i3O 14p 150; 160 170 130 190 1 200 V,d 76 85 93 }O1 I 11i8 I I% 124 A 132 184 147 155 .ForSL• 1 nwepetbddr=0.44mVs. 0. I:ineLr;iatenpolsd is.pu!tmindl. b. Yer=gotavtrod.gBe?SIAPRUcOb�9J??:WeWPd4-8Peii�d i9.HF.5FPtion3:l th%ugd:S:ot.Seadon lk0g.].I. c. Vie= Ntimete desl8a wiad,speeds delscmisrd $qi. m FiGu?ee Ifall9�p, 1¢¢98; or 16D9C. TABLE >�T(1 NOMINAL (ASDyGAAAbE DOOR AND RbLLING, R Y(INUO A=6 A bIfllwMG WI1'H kMkAN'ROOF 'NEIORT OF so FEET WCAUDINExpb5ilA DIPSFAA4asb ULTIMAYttWSICw,NWND'SPEW(04a'I)tzte MINWINACCOVIDANGEIwWS1 GTWN'100 ..3(MPH-3SECONDGun V1OO`NPH MIAMI. 1'Bl'#.7PH 150-HPH 111 wli 1SOMPH iso:MPH 1761APH INPAPH' lfm N"01PR �M11PF1 Hoof Angle 0 -10 degrees 8 B 8 MAI-1A9 126.-1+2 Ifi7-16.6. 17.1-1¢3 WA PA W-26.2 253 263 2@g-31.9 31A-355 34.8 -39.4 ]0 10 8A-9A IV-11A 121-:13:6 �14.2-1 16.5.=19.5 Hro-2;' 2i(5-JAr2 24:3=273'. .,W3- 30,6 1 30.4-30:1 33.7-37A 14 14 eA-BA Al- IRS 115-128 133-16.0 157-11.4 18A-20.0 205-229 1 211-25.7 231-28A 289-32.1 320-35.6 Hoot Angle > 10 dogmas 9 7 9:6-10.9 11A-129 13.7-156 16.1-1A2 183-26fl 213-24.1 24.3-275 Z7.6-312 `20.4-29.4 30.6-34.6 34.2-3&6 38,0-43.0 16 7 9q-0Q:3 10, 122 13.1-144 155-17,2 17,7 -W, 20a-22i7 23;6-260 29.3-326 327-35 36A-40A 78 MPH 85'WIT :03WH in) MPH lO8wat tr6MPK :1270PN I 132Mt'1j I 139.11aH I 147•36H. ISS.MPH For III: 1 foot= 504.8ID4q uke:lhe loadukociated 1i1dL ftIowa effective enei X4b1e.1.609:7(2).. .TABLE.180@ 11DJ11STMW. OTon"' N9UILDING 16HT AND EkP c"t- j` MEAHROOSIMIGW(W) EXPMRE _B. c _u -f1.47' 15 1.00 1.21� 20 0 25 LOD 1.3 1.4 30 LOD 1.40 35 .1.05 1.45.' 1.70 40 1.09 1.49 ', * P.74 45 1.12 1S3 1.78 SD ].16 1Sb L81 55 1.19 U9 194 60 1.22 1.62 141 the: Rye the $apse lel .the:door lnstdler or.thaguge ma*.the selected:componeots on xim -0;o assemble an: eppmved- ?Alamwaanishbe. F1Oniga ptLD,1NG; Dq�'- 9iiriDINO,.eSth Dr(tof;(2o141 Architectonic Inc St. Lucie County Planning & Development Services RECEIVED Building and Code Regulation Division March 23, 2018 MAR 23 2018 ST. Lucie County, Permitting RE: 10672 S. US Highway 1 Florida Garage Door Replacement To Whom it May Concern: Our office has performed design pressure calculations for the above referenced project and herby certify that the proposed garage door is in compliance with the 2017 Florida Building Code,160 mph wind zone, exposure "C", risk category II. From Table 1609.3.1: v,it= 160mph va:d= 124mph From Table 1609.7(1): 16'h x 20'w door, 160mph=+23.3/-26.0 From Table 1609.7(1): 30' mean roof height, Exposure C = 1.40 Required Design Pressures: 23.3 x 1.40 = 32.62 -26 x 1.40 = -36.4 Product: Janus International Corporation, Series 3100 26 ga. Door Assembly Product Pressures: +36.0 & -41.0 Respectfully Submitted, AR96896 806 Delaware Avenue Tel: 772 460 7751 www.architectonicinc.com Fort Pierce, Florida 34950 Fax: 772 460 4244 FL Reg #AA26003348 1 of 1