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TLW Consulting Engineers, INC <br />; 1168 N. San Gabriel Blvd., #N <br />Rosemead, CA 91770 <br />2 - -:349*.Abl:j.Ent.*000*1693'/16«44*Dreine,-4-4.00* 5*fl®.4.#520- <br />poer = A X KB X / X Pness <br />=1,0 1.0 1.0 <br />A Fig. 6-2, Exposure 8 . · a= 3.00 FL ** Min. <br />Figure 6-3: Roof Slope = 7 -27 degrees (Page 42.) <br />V = 85 MPH (BaslcWind Speed) <br />Ae#,ct = 17.26 SF (area of each panel Using 37.97 x 65.437144)4 04- 24%% 1.f'.P... ......:'.:......; 1-L% 3:.....f¢$.fji*.A.&#*Na}-AE.$766**Eff¥€€02: 1*1 ,6 - , : 01210h - »-6'**4*7243*3432.niff,3- 7-23'94=.(ttg-4442_--3- 144.6,92*pi04%14.-,- 'i-,y-1,1 i '3--*t' 4 .- 631- 9.:3 <br />h 41%4*6. 1. ·',·3 >-?: 1 flt,-9.-623{tii ii-l42-k*4y:-t*1-itb.09:-fill',54*2,14.:-i,t#--1 ....,- 1.-1-3«2,2-c.-4-4.-ffill-:9·? AS CONSefLAF-- . <br />i ,EZMe..3. h -:73fa-2.- - .H?jrt=·:{---f9r3*5*V*11125-2*1-Y-f 4(,RiI.Dij <br />'* Calculate '8' for least horizontal > 30' <br />Apply wind uplift design loads by roof wind zone to the <br />after/truss with most stanchions/greatest wind load. <br />-Uptift at each <br />- Stanchion/Anchor <br />7 0.6DL} <br />* Resisting DL* Resis ng DL 1-/ Trus / *d.1 <br />X Y V -B <br />1 1 / 61 . <br />Upim Reaction . 'Resisting DL ·Uplift Reaction <br />Uplift each Stanchion/Anchor +*_*- Ridge Board <br />\ 90,Uplift Reaction Resisting DL <br />' Resisting DL 1 li J} <br />Rafters <br />Uplift Reaction Uplift Reaction <br />G:\ES\B&3\1 PLANCHECK\Forms & Handouts-\Phoiovoltaic on SFD Roof - Basic Submittal Requirements.doc <br />Page 2 of 3 <br />P 1 <br />4 6. 1 0.9 1 RE 29 2 €