Loading...
HomeMy WebLinkAboutDrawing I� .Opening ,.., , Size . << L�ct'WNindow--------3 5 x-17-1h (Front-Window 2-1—act Window 1 x 7 L L (Front-Window)"' r�------ Vis, �3. Impact Window �35-x-7-1.. (Front'Windo� 16 4. Impact Window 11 x7 �,,(FfonL-Window) Impact Window 35 X71 1 _(Errant.Wridow,- - - - 17 _ 6. Impact Window 35 x 1711^ (Front-Window) - - 7:Impact Windowq �35 x1 -(Front-Window) - 8. Impact Window 30 x.43F garage_Window) 9. Impact Window 35 x 59 ndow) 10. Impact Window 35 x5 r_-Gide=Window) i--- 11. Impact Window 47x47 (Back" a room (Lanai Area) q8. Aeea die 8 t ----- -s (Lanai Area) (Lanai Area) : Impact Window 22'x 47 L �>-(Back-Window) / 16. Impact Window .47 x 47 (Back-Window)�' - � 17. Impact Window : 22-X47, N Back Wind6-GW _ 00 18. Impact Window 23 x 3�5 1- `-(Slde-Wind�) u- M N c o a`) L a PL V- V COPYRIGHT E-TEMPEST.COM SCALE: NOT TO SCALE DATE: Dec 10,2015 PAGE DESCRIPTION: Site Plan PAGE: OP 1 1 PInformation Building Information roe a Owner: Chris and Paula Riley Wind Zone: 160 MPH. Address: 5500 Myrtle Dr Exposure Category: B Ft Pierce,Fl 34982 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive LMax Negative Number Zone Width(in)--] Height(in) Elevation(ft) Pressure(psf) Pressure(psf) � �-12 - • ,, .� 0. 5 7 32.5 35 2 ... - 2. Int h,, i 11 1- 7 32-.2 L- 34 9 21. 34 1 _ - _._ -.._ , r 17��- 7 In 35 Y 17 �7 32.5 35 2 1 Int t 3.0' 4ti3 7 32-5 `r 35 10 Int <,f35`,a 59 �---_Y 11 Int 47 47 7 316 - -34.3 -- z9 v 32.3 _.....--._._......_._....------.._._.._......_.. - -—......_........... .......__..__.._..__._................................................................._.............................. _.._........._..._......_.._.................._....._...__..._.....__._...... -................._..........- 1� 29 �A-7 ----- --_..............._...__._......____.._.._........._........ ..............._............... ...._........... __.... ._._.._.._........... ......_.....__........._.............. -- ----- ._._.... - 01 ' 3Q.4 33 2 47 16 Intmom47 47 7 34 17 Int X22 47 7- � „�.;.r3 5 — 35 42.. .... -35:2 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code. Page 1 of 1