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HomeMy WebLinkAboutDesign Pressure Calculations 1 Opening 1 Size (W x H) 1. FL15210.4 36 x 80 (ENTRY DOOR) Cel 2. FL15780.8 51 x36 (DOUBLE HUNG) 3. FL15780.8 51 x 36 0 c ' (DOUBLE HUNG) - 0 4. Fl_15780.8 51 x36 (DOUBLE HUNG) 4 g kN4 I> E 5. FL15780.8 51 x36 W 0--tz (DOUBLE HUNG) 6. FL15780.8 52 x36 ,.. '`.44.:/•1 (DOUBLE HUNG) <0 7. FL15780.8 35 x60 ;„ 7 8 9 10 " W (DOUBLE HUNG) I S3 ta VI° _ mum 11.--- --N1 MINI IIIII65 IIIIIIIIII 8. NOT INCLUDED 33 x80 35" (SWING DOOR) W - .2. o 0 cr) 9. FL15780.8 35 x 60 I 11 A CO/ 0 R (DOUBLE HUNG) OFFICE LAUNDRY )024 CD LI 10. FL15780.8 24 x235 6 (DOUBLE HUNG) 50" CF., 11. FL15210.4 33 x 80 50" D k..../ ---1= , •''''' (SWING DOOR) '• ' , rn !,-, 12. FL15780.8 51 x 36 — BED 3 (DOUBLE HUNG) 4 BED 2 13. FL15780.8 51 x 36 Pei (DOUBLE HUNG) — 14. FL15780.8 51 x 60 (DOUBLE HUNG) KITCHEN1212 33; .,. 15. FL15780.8 51 x 60 (DOUBLE HUNG) a •— , > I-0 LU w _i• 3 I —I C.) LL LIVING 13 . BED 1 >7 .• _ ENTRY ›, W w V C.) 2 1 15 14 < 5 50" 40" —I I— ilit - , Imm mom I—I = — .. . , 50" 40" < o Er_ EL LLH- --- - - •.r c0 1-1- < 49' > . COPYRIGHT GTEMPEST COM SCALE NOT TO SCALE DATE: . May 03,2019 PAGE DESCRIPTION Site Plan , PAGE Of 1 MRH 12' ../ "Building: Our Quality fteputatiOn Coe:Customer At A Time" SCC131150472 Property Information i Building Information Owner: PAULA WILEY 1 Wind Zone: 170 MPH. Address: 8404 FORT PIERCE BLVDExposure Category: C FORT PIERCE,FL 34951 t Minimum Building Dimension: 33 ft. IFI Mean Roof Height: 12 ft. it Risk Category: Il - Design Pressure Calculafi®ns 1 � 1 Width(in) ,I Height(in) Elevation(ft) Pressure s. Press* Opening 1 Location 1 Device, Device j Device t Max Positive J Max'Ne at Number 1 Ione. g- t) P.. I Int 36 80 7 36.1 -39.3 2 Int 51 36 7 37.2 -40.4 3 Int 51 36 7 37.2 -40.4 4 :Int 51 36 7 37.2 -40.4 5 Int 51 36 7 37.2 -40.4 6 Int 52 36 7 37.2 -49.4 7 End 35 60 7 36.9 -48.8 8 Lit 33 80 7 3C.3 3'?.5 9 Int 35 60 7 36.9 40.1 10 Int 24 23 7 37.8. 411.0 j 11 End 33 80 7 36.3 -417.6 :. 12 Int 51 36 7 37.240.4 1 13 End 51 36 7 37.2 49.4 - - f ' 14 End 51 60 7 35.9 -46.9 15 Int 51 60 7 35.9 3 .1 Prepared in accordance with:ASCE 7-10.Chapter 30.Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1