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T&W Consulting Engineers. INC <br />1168 N. San Gabriel Blvd., #N <br />Rosemead, CA 91770 <br />-'.Coth A.bnent..4·6.1Ad-IngN/lit.diP-rNMZI)r.44·peT.--4-5.¢-5:7-05:-i#@lit¥8:g.4.2:2.3..... i·- <br />Pher= A x 4 xi x Pne:30 <br />= 1:0 1.0. 1.0 <br />A Fig- 6-2, Exposure B a=3.00 Ft ** Min. <br />Figure 6-3- Roof Slope = 7 -27 degrees (Page 42.) <br />V = - 85 MPH (Basic Wind Speed) <br />Ae#sct = 17.26 SF (area of each panel. Using 37.99' x 65.4:3"/144) -y liE. 2274t .76(Nbt. 0 , .· 4.fl-£,a ti: ·- .IESE.1·1*.4%,%,§*Li'ir.-Sa-eikaga.4'1,14&474'-,f-':-.39 ':, · , 1 <br />t.- 39¢fft-- ,f tfgj# .?·1 487((E,4¢4*es-fif< 5 < 9--·tt4·.* z: -'1 .-9451;t:-·zil..9).547'Effiff 26 ceJL€NJps#JE- >·· *soo= <br />*' Calculate *a'.for least horlzontai >30' <br />Apply wind uplift design loads by roof wind zone to the <br />rafter/truss with mast stanchions/greatest wind load. <br />,Uplift at each.¢ltanchion/Anchor <br />r O.SOL)4 1 h/7- / \ <br />* Resistl ng DL* Resilng Di_* / 1 / Truss* i .N V f pt1 <br />Uptift Reaction *Resisting DL ·Uplift Reaction <br />A 11Uplift each Stanchion/Anchor -Bl - 1/1 Ridge Board <br />Uplift Reaction P.d *Resisting DL*Resisting DL <br />Rafters <br />-rv <br />a <br />Uplift Reactipn Upllf:t Reaction <br />G:\ES'8&511 P.LANGHECKForms & HandoutAPholovoltaic on SFD Roof - Basic Submittal Requirements.doc <br />f <br />Page 2 of 3