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HomeMy WebLinkAboutWind Load Calculation ti M 0 1 WINDOW & DOOR Prody Information Building Information Owner: PAT OR MELISSA PRES= Wind Zone: 170 NTH. Address: 430 WOODCREST DR Exposure Category: B FORT PIERCE,FL 34945 Minimum Building Dimension: 40 ft. Mean Roof Height: 15 ft. R JU Risk Category: II Design Pressure Calculations Openmg Location Device Device Device ositive IF—Max Negative MaxI Number Zone Width(in) Height(in) Elevation(ft) jLptssure(psf) Pressure(pso 1 Int 66 80 7 28.5 -31.2 RECD We—6- DEC 18 2019 Copy CP= I LL= ST.Lucie County., PermIttlai Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 Broward:CQunty Fenestration V.61untaryVIln-d;Load-Chart* Uj Per ASCE 7-10-Method,1,Part:1.an4:FBCI(2Q17)1or,Retrofiting4n-A cco.rdance,withiFbrmal.interp!etation#S > w For.DetachediQne-an'd.,Tiwo.,*farilily dW0IIIn "Single %vand-`MuItiOI0 4aroily pwelltogil-T-ownhousesl with-Mean-Roof Height!5,30feet 1W Wind 170 mph.(3-secondgust),/.Exposure C** Kd=0.85 J Kzt=1.0/pressures are:in PSF/Not for use in Coastal(Exposure V areas) U - U using Allowable Stress QeqigntmethodologY.jP.=0.6w) in Exposure shall be 7-10 Section 26:7.3(Exposure Categories) 115 w nre WN, 41111- h '12,54eet: f ATS"..W�, *R-SOMOSWlit Ind catm 7 • '166e Zone. 3 ea 3 1 2 .3 3 2 2. 2, h :r7.8.' .0 b� 26 ltb6f 11:6; 0' -3� 46,1, 4 .10,T 94 - - 1.1 1� ­, .. 16,k55 _477.1 '�3 L.-40-. 16w ._147,`.4i `16.0, -47 LM-K �::677.1 44t'3`- `-J 2,:1 6 1 -20.- Roofs*"" L 3.0,1�`-_34A .2A,o A -2 79,7 4 to, -.13- -3 50! 7Q-<B:S170` .3' �3` �_4 A, ;.Gable;Roof ::42--. 35 -3 20 .04 `�3 - )�, � 1, 11 - 9 4. AT I: j 7-A 7, AA `37:.4 -40; .46 Oi o' 43<7, - j '40; 7 160 F ed .,n h 'q; _jgq 4L%P-,- ,;k37 iW rg,zoh .Z,(F p pi if "Ot go R `:_ ` '!" I � ` '11" 6V 'bfZQ46 40f.-H Mean i0kctiI Rd H MA9040, f", O1gKW4,!0&0t wind Location 0 Zone Zone, Zone Area 4 S 4 5 4- - 5' 4 5 + + + + + .6; 40'- -42.-;r,, "-5,6* 'io- 3 S8 4:1:0s�2l_77-9*L-56.6, .2' �w518- ,52-.6 :4ix 210 F477,2: 7T_ 4, -"3 - -,392- !,39.2 9.4, SO, a .6 -3 - .1; 37.7.! -47 .5 37-.2-. R- 45.�) J., �,34`A -4 F 100, 311 35* 4 jj'i�20,4, . :29-1--r9_1 3' _36:3i' 2e6q-,4ra!SJ -33:11 _-3 1i31+-.4`,' .3 5.00- A% - 313 ;�35.0, Dara V -R for a Building�Wlth oof-Height �1 Exposure C im ,&(-2 Z ft Tab j(. tq WmdArea, ""W1 -a ­Lq Roof.'Angle ...width Height + 'ZI`7 �T.A 8 -10 j 0 34: He )Roof 10 10, degrees - h' I ­_';bk,in rO at Vd- epA!een qsq,,gt�en ._Ues�-rp @! _,e 14 14 gy, Ust.or,.4o-- ­04hIAoOf,.,Hejght(Ih "but., 9 7 >'10 ,k3,.,4 ,-434 '9,16 kj bif�.'M In -,or in niVue ton S'i(i�be.co-nside-'r'-edtfie,'m-,p're JQ• j 7 ldetffifythezone per the: oy�maticirII irsi-A ,q' s k"ibk�zone,i criticalzbne. M= degrees, 3 41!Q. 7 'L 0 Lo in a a e ff(4e 4 4 3 o 10 V17 N -0 38 3 .36 0 0.0 Tables PS66 ,T �s qse�;wit aciliti'es:qr,assqmblV,,octijpqneies�'A hej�e 6060IC9�tr� �*i h v�tablknovfor, �iqsseri 4A DesSgn is 0:61i;t 66 & 1alI FBC 6th"-Edition-(2017)�Forma[Interpretation.#5 Effective date;January 1, 2018