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HomeMy WebLinkAboutDrawingOpening -z:;Hccoraion bnuiner • 5s x 05 ;- (Side Window) 3. Accordion; Shutter 53 x 55 (Side Window) 4. Accordion Shutter``; `114 x 84, Aanaf Area) 5 •`=Accordion`Shutter.;x i 6 11F, x84'' (Lanai Area)' 6.. Accordoin Shutter, 107 x 84 (Lanai Area) T'Accordion`Shutter. .' � � 74 x 62 ` (Back Dou61e) 8. AccordionShutter;.' 26 x38, - ,'(side"Winddw) << 9-Accordion Shutter ^. 26 x 38 (Side window) " 3 z ` 7 6 5 4 3 2 U CU 'N M IB IL U u) ai J L N LO V7 LLL NOT TO SCALE ATE: Nov 05, 2019 AGE DESCRIPTION: Site Plan ACE: OF� 1 Information Owner: Roger Address: 59 Las Casitas Ft Pierce, F134951 Mina Information Wind Zone: 160 MPH. Exposure Category: B Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: H Design Pressure Calculations Opening Number Location Zone Device Width '(in) Device Height (in) Device Elevation (ft) Max Positive Pressure (psf) Max Negative Pressure (psf) 1 ......... _.._.... 2 End ._._...-............................ _._..__....... Int 53 ----.-.............. ....... _.--- .... _............. 53 62 7 —..._.............._............_....__._.....__........................._._._..----.._.............._ 55 7 30.7 .._................ _...... 31.0 -40.0 ---.----.._............... __... .---- - -33.7 3 ........ .... _.... ............. _.._ 4 _.._....... ..._�-- Int -.._._........... --- ........ ---- End 53 ._..._.... - .._._.....__...-- 114 55 7 --........................... - ........ _._.................._................. ...... ....._.._....................... 84 7 31.0 ----..... _......... _............ 28.5 -33.7 ---............... -------- — -35.5 5 End 101 84 7 28.7 -36.0 6 Int .._._._..---- 107 ------.... _............................. ___._._..__.........._..-- 84 7 - ............ .-----._................... 28.6 -----............ -31.4 7 End 74 -- - ........--------- 62 7 ._._.._.._._..__.... _.................. 30.0 _..... --._... ............. _ -38.6 8' Int 26 38 7 32.5 -35.2 9 Int 26 38 7 32.5 -35.2 Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads -Components and Cladding. 6th Edition (2017) Florida Building Code. Page 1 of 1