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<br />805.49 . 42 e ·
<br />VINCI &ASSOCIATES
<br />Structural Engineers
<br />CUENT:
<br />Professional Solar Products, Inc.STRUC ONLY I v LOAD CALCULATIONS
<br />1551 S. Rose Ave., Oxnard, CA 93033
<br />Tel: 80548(M700 VINCI &)CIATES Descnphon Date Rev
<br />ORIGINAL 4/25/14 A
<br />Subject Static load test results for the following:6truc ?eery
<br />Maimum Flame Madmum Fmme load Equialent Wind Sceed
<br />Mounting System Len®th• (In.1 Width* (InJ Obs/fF)(moh).1,337 E. THC USAND OAKS BL IOUSAND OAKS, CA 91362
<br />p - 8C5.496.2100 f -Vinci@VinciSE.com
<br />RoofT,ac ®65(77 ') 40 55 135(115**)
<br />TEST SOUP (asshown in attached drowingdotall): Thieo modules, as specified above,wefe bolled to 136-4.541.5'
<br />Professional Solar Products (PSP} patented Roof'Tracs support ralls using an assembly of 5/16' Stainless Steel (SS} bolts,SS
<br />lock washers and prop,ietary aluminum clamps and inserts. The Roo,Trac supportiall wasattached to the PSP Rooffrac.
<br />suuctural attachment device w,th a 3/8' SS out and SS washer at Six attachment points. The setup was attached to 2-*6-
<br />wooden rafters using 5/16- x 3-1/2 SS fag balls. The attachment spans consisted of 48' front to rear with suuctural
<br />attachments spaced 48' on center.
<br />TEST PROCEDURE (as shown In attached drawing detail): The test set up was top loaded to 55 lb/M. The setup remained
<br />loaded fof an approximate pefiod of 30 minutes. The maximum deflectlon and any signs of permanent dofofmation were
<br />recorded. The test setup was then inverted and loaded to simulate the up'IR condition. Tile test setup was re-loaded to 55
<br />tb/fti. The stup remained loaded foran approximate period 01 30 minutes. The maximum deflection and any signs of
<br />permanent defo,mal,on were recorded.
<br />TEST RESULTS:
<br />The maximum top load deflection was recorded 210.4691 with no permanent deformation.
<br />The me.'1mum uplift deflecdon was recorded at 0.313% with no permanent deformation.
<br />This document cen,fies the Roo<Tracs mounting system used with modules. as specified above. withstand the stated static
<br />pressure load, equivalenl to the stated wind speeds'*. The mounting s>stem perfoimed 25 expected.
<br />\Mits. 338 3 G, 0/rrOAT
<br />Sincerely,
<br />J _CIA-<tk. (3,-a te A
<br />James R. Vincl. S.E. #01 Modules;19
<br />Ttws erle,neenogrepcrt yortfks tlut: enci & 06909,ares has provided Indigindell 01*enation for load tes:Img as descnbed in this repon. ihe lasuRs ot tile·
<br />loed test reflect nclwol defle€:,ew, vah,es and are ,]norallye©Coptod *9 tile inoustry standara for t,stingmedutomounlings)1624,5 Wng, & Asocinles doe=•
<br />not hold che» wistosouor,$ of ve,ify tfla; Ule motnur,Rs'At- *111$:atled .05 descibbed ill ulls er,neer,n, report.
<br />51:ucturo[ attochment lag bo« attxhmlr,1 f,houid be,#Malled using tho oroper Biot hole fof op:Imen, 5:ier,rth. A 5/16- 102
<br />It h the Iesponsiblt,ty 0% Ute Instatter to •!Sure a oropef aitachment & mo to the Suuct,Mal member of the root Fa,lure to st
<br />EL,uclure may result .n (larn* 10 equipment pefsonal in jury or properlydomage. The pul:)05ed mcking syMern moy 00 1,$10
<br />mi.*num 0124 1bot above *00* witheut furt)teramillys,5, RocKin*cen low,Sullied 8, an, locallon on Ihorod. Re¢king shall
<br />0, tiockmg·mih a 5/16* diari,€9ei Krew at each Fat·Act, tocaljon, Scrn•6$1.11 01,ho nlinimuln of 2 14 ponceaton Into frern
<br />mimmum of r Donetrollon mlo framing rn€Mnber for zone 3. (Zone 3 m defilled H the appro•,mittely •'4' sourwo mt each Col
<br />48'
<br />k-><
<br />Doll requires B 1,16' pl
<br />»IYely 40'tOCh 10 Ule
<br />Iled on any roof u o
<br />be Ins,alled t,Ito ro m 01*
<br />ingmeniber lor o,t & ood i
<br />nCr of tt,[mo
<br />Ire Dolnia AC
<br />4lp
<br />0 1 1/15
<br />1362
<br />T_4
<br />* fECE
<br />Modute
<br />Area =
<br />18 A' each
<br />Total module (45 lbs ea.)
<br />and rail Cio lbsea,)weight: 155 lbs
<br />Number of attachments: 6 ea
<br />Weight / attachment point: 26 lbs
<br />Area:54 ft'
<br />Distributed weight 2.9 lb/ ft2
<br />5/16 Stainless
<br />Steel Hex bolt
<br />5/16' Stainless Steel
<br />- Lock Washer
<br />Aluminum ProSolar
<br />Inter-Module Clamp
<br />Aluminum ProSolar
<br />- Channel Nut
<br />Aluminum Prosolar
<br />RoofTrac® Support Rail
<br />65-
<br />r-:
<br />if
<br />Thlg Ortice dols notages In Optnion as to the lood be.I,ng Cha•acte,etic, of the stlucture tho moun,Ing Ntem/modules £
<br />ICC 8©cred,led labaragoly lemed st,watral oitochmen¢s manutacto:ed b, P,ofessionol Soln, 140*cts
<br />Includina FOSUacP . TileTract anct Feemjack*) ¢on t,0 intercharged•.gh U•5 57,32®rn.
<br />2,984 lbs /
<br />55 psf
<br />'-2%=2-,=Ll..=2 .=D L=..,=DY<=24=XCL\'-1--1
<br />, 1 - - - ©2::1!:9' Muff 1.- 1 1 1Ir--1-1 -- t= N -- -L_1 11
<br />Top Load Deflection: 0.469"
<br /> 2.934 lbs / i 55 psf
<br />¥ f
<br />rrer==Fa=ARELE=rrfri
<br />C-r · 1
<br />1
<br />U U . i/Up lift Dellection: 0.313"
<br />CONTRACTOR:
<br />Stearns Solar
<br />16381 Nosoni Rd.
<br />Apple Valley, CA 92307
<br />, 760-514-1537
<br />LlC# 988327
<br />HOME OWNER:
<br />Paul Ziesmer
<br />2202 Freeman St.
<br />Santa Ana, CA 92706f714-560-0600
<br />PROJECTADDRESS:
<br />2202 Freeman St.
<br />Santa Ana, CA 92706
<br />- 3/8' Stainless Steel Hex
<br />' i ' Bott and Flal Washer
<br />-. Afurninum ProSolar patentedlIlliFastJack® Roof Attachment'
<br />Check wl:1, Iccalouttam¢ davoilmeftl or AM; 00, 51¢es:,ecific requwaiments -, Mod,Aes meastiele wnturl *71©11 $,ecilicalions ofld test®U 10 UL.1703. or equn·nfel,1. are Includea In Ults
<br />eng,rheet me.
<br />* •WIno )000,1, volite S rettlcive to deilned Ex,0 valugs us,r,g w•no load cloosuie and gust #actor coefflocnl
<br />*expose,e C 86 def med in Lhe 2012(IBC) t2013 (CeCI. Fo, 7 r .40' modere. e€*,Malen; wine sipecd
<br />deuited lo 115 moll.
<br />•• • Mothit, telle,k 645' , 39-1' . 1.6' (shrp}
<br />Est. unt>• load,aury:of 30 Ic/IV 00*od on 1.5 $afely tactof.120 11,/:12 for 77' • 40' medutel
<br />5/16" Stainless Steel Lag Bolt
<br />and Flat Washer
<br />UD lesled Suuctural alt!*n,n13 manufactured Dr Professional Soro, Pro®Cts
<br />(actud,n g Fast.Jack*, TiloTIOC®, and Folm Jace) can 60 mt=:Changed wn:h Uns s,stem.
<br />1337 E. Thousand Oaks Blvd, Sto 114 •Thousand Oaks, CA Protess©net 5018, Pmducts RoofTrac" Pe:emil 6 350.491
<br />RoofTrace
<br />Solar Modules
<br />Static load test
<br />Pholoveltaic mounting System
<br />Page 1 of 3 Page 2 of 3
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