The URL can be used to link to this page

BRES2018-0255 Truss Calcsn p r1ra lL n -- C:kivY 0,01- M.-NEKT PERMIT # PLAN LOCATION: Project Address: fj U^%fIYt`J Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: '� iG 1 �%�(� • 00 ,G)' ,50r:.? Applicant Name:JaAw-1, Vj ka i Address: 4-0o o U City, ST, Zip: Telephone: Email: w, p/ _ G Valuation of Project S _ Contractor Name: Address: City, St, Zip Telephone: 'l(� Email: State Lie: RAe la Arch/Eng Name: Address: City, St, Zip Telephone: Email: State Lie: 0171 M"' _w ice. W 6)U-1ch I),, j1 City Bus Lie: City Bus Lie: New SFD Construction: Conditioned Space _ Gage i Patio/Porch ,Fjre Sprinklers SF SF SF J SF I Construction Type: Occupancy: Grading: Bedrooms: Stories: # Units: Property Owner's Name: New Commercial / Tenant Improvements: Address: Total Building SF City, ST, Zip Construction Type: Occupancy: Telephone: Email: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 sNol7msv tlnd T1Y Iuico-oi,unu Aa 61 �Iv 3ONVIldVI DOW Ir1Qd ORM31ABU NOISIA1CI JNimina vi Kunn , AO A 11.1 •�... iLii11i41iYa31i�lil!.1lIL Aer Am --wF--o—L-L vm 89M%99 DNIk93dWB %NrDA �+4� m• 4w� � 1+L}R.p,aao I -AFRF% 'w Lqpw# imp agwINa W-asa-*-eq mPWN%`aPWAUFw opuRo w w JOdu�ww.90p aoaoa no op wap "NNeabm wawm P*- m4—&"-f 4V1 4- w--q uap-y.w.p No OMMLLNM o PWOMNarw-aMgORoa!'o44u ❑ m.ai-- ❑ mmrr ❑ Nonmimmea. RI IVAOWdv S.IJi1VNJ11U NO,dn WWA 1'ONO) skwnna. Pvunn:4igh _Lro i ssnaL i3A3-1 1S2i1zi OMEGA EQUIPMENT PERFORMANCE ENGINEERING, INC. I K I MC)NI'AI.Yo WAY BLI}NG # & 5. PALM SPIUNGS, CAI JFC RNIA 92262 p, 760-986-7177 1""V.C), kGAEPELCOM r�C/nFdFRFLfC#.�f�j �.lNJJ .dfrR107 �IF�fC�F f�LN#RiL�![N��// ram: Af ��4Crp�;g�C.�i.4 # dY�1 T.lr�dG�+�GrLv TRUSS ENGINEERING DATE: 2A512019 PROJECT Wallace Residence Lot 10B — The Madison Club 81-303 Columbus Ray La Quinta, CA 92253 CONTENT Truss Layout Truss to Truss Hardware List Truss Calculations OMEGA EPEI. THE HIGHEST QUALITY TRUSS ENt}ENFFRING, LAYOUTS, AND FA-MIC'ATION. OME.(3A EQUIPMENT PERFORMANCE ENGTWErORING, INC. TRUSS EQUIPMENT RP$EARCE AND DEVELOPMENT. SIMPSGN HARDWARE SCHEDULE WALLACE RESIDENCE A (MUS26) B2A (LU526-2) B28 (MUS26) D, D1, D2 (MU526) E, E1, E2 (LU524) E2A (HGU526-3) F, F1, F2, F3, BA, F4, F5, FSA (MUS26) FA, F1A (HGU526-3) H, HA, HB MUS26) H-rDT, HB-DT (HHU526-2) 1 0524) J3 (HUS26) J3-GT (THGQHA-SASS) J4-GT, J4A-GT (HH US26-2) JA, J4A, J4B (MU526) K, KB, Kl (LU$24) KA (HHU526-2) L(LUS26) , M1 (HU526) MlA (HHU526-2) N, N1, N2, N3, N4, N5, N6, N7, N8, N9 (MUS26) 0, 01, 02 (HU526) 02-DT (HHU526-2) P, P1(MUS76) Q, Q1, Q2 (MU526) Qi-DT (HHLJS25-2) R, R1, R2, R3 (LUS24) , W1, WlA, WlB, W2 (MUS26) EAGLE METAL 1220D Ford Rd. Su W 110 Dallas, Texas 75234 eaglemetal.com The truss designs referenced below have been prepared by me or under my direct supervision based on the truss design criteria and requirements ("design criteria") provided byDmega Equipment performance Engineering, Inc - These truss designs are intended for the fabrication of individual building corn ponents that will perform to the design criteria provided. Any variance from the design criteria will render the affected truss designs inapplicable. Listed below are the truss designs included in this package and covered by this seas. Job: waHare - 1103681 2x4-SLK, A, 51, B2A, 828, 132, BB, B, C1A, C1, C2, C3, C, D1, D2, D, E1, E2A, E2, E, F1A, F1, F2, BA, F3, F4, F5A, F5, FA, F, GA, GAK G, HA, H B-DT, H B, H-DT, H, I, J 1-CST, J2A, J2, J3-GT, J3, J4A-GT, J4A, J4-5T, JAB, JA, Jr K1, KA, KB, K, L, M 1 A, M1, M, Id1, N2, N3, N4-GT, NSA, N513, t*15-GT, Nb-GT, N7A-GT, N7A, N7B, N7-GT, NS, N9, NA-GT, NA, NB-GT, NB, NC - CT, NC, ND-GT, N-GT, N, 01, 02-DT, 02, O, P1, P. Q1-DT, Q1, Q2, Q, R1, R, 51 ON, 51, S& 56, S, T1A, T1 B, T1, TA, T. U I k U 1, UA, U, V1, V& V, W1 A, W1 B, W1, W2, W Any location identification is for file reference only. No determination of the appropriateness of design criteria far any specific project has been made in preparing the truss designs. Please refer to individual truss designs for specific design criteria. G31041 ?9�i'EsSf CO No.O72517 N Arturo A. Hernandez (CA, C72517) My license renewal date for the state of CA is 0613a12020. IMPORTANT NOTE: The responsibility of the engineer seal ing this package, as a Truss Engineer, is solely fvr design of individual trusses as individual bui Iding components based upon design criteria provided by others and set forth in the referenced truss drawings. The truss design criteria for the components have not been verified a appropriate far any particular building, project or use. Adequacy and suitability of design criteria and requirements for the truss designs for any specific project are the responsibility of the building designer, not the Truss Engineer, perAN511TP1-1, Chapter 2. EAGLE METAL DESIGN NOTES i The Truss Des'gn Drawing(s) provided with ;here General Nates have been prepared Under and are Sunjeci tin RNSUTp 1. CapRa.aed fermi have the meanings provided in ANSIf-PI1, 2. Coplps 4t each —rr ss Design Drawing shall he furnlshed to the instahadan contractor, Rulidirg designer, owner and al I pe•5on5 fanricating, handling, installing bracing, o- erecting the trr.sses. DESIGN LIMITATIONS 3, TrIe Truss Desgn Drawing :1 based upon SPEC nca-lon5 provided by Me Building Designer in arccrdanceuttt' AN5' lrpl'I- NeithEr the Truss Designer, Eagle, rs0'an engrrtiee., Who StalS :his design i:f any) assu+ne5 any FespOrslb lity `Or cne adequa€y or accuracy of }pet liicatlons provided by the Building Designer, t The Buildirg Designer i5 solely responsible fur Lhe suitability based upon the Truss Design Drawing and shall be re5pOn€ihle for r""wirg and veriFying that the information shown i5 ,a general rAnformancewlth the oesgr of the 3uildl ig. 5. tach I rJ5s Design Drawing is for the individual building co mponent (a truss), A seal on t'te Truss Design Li rawrng i idita{es acceptance of prgfe5si4nal gngirieering responsibility sn.ely for the incKidual 1ru5s. b. EaCh 7russ UEsign Draw rig assumes trusses will be suitably protected from the ernirorment, HANDLING, INSTALLING, & BRACING 7. Refer to BCS for handling, insta ling, restraming antl bracing trusses- Copies tan be oblal ned -rom the TFUSS Platte I nstitute (TPIj 218 N Lae Street. Suite 314 Alexandria, VA 223. d, wrwr-tpl %T.org od SBCA, 6304 Enterprise Lane, Madison, WI 53719, vAvw. sbcind jstry.com 8. Bracing shown on each rnu35 Design ❑rakrig is for latera support of ,ndiyidual [CUSS cOrhpbnents onlyto reduce 0u€kling length S. All ttlmPorary and perrnanen' bracin?, inclLd lrtg lawral load and diagonal or cross bracing. Are the rmponslaility, respectively, of the efectDr and NUlldlrtg Designer. Eage is not responsible for imprapertru55 fabrrc4cion. handling, erection or bracing 10. Cortipre5Sion churds shall he laterally braced by the roaFnr floor sheath in directly attached or have purlins provided al spaL'ng s1`0W, unless noted otherwise. WARNING: Failure to follow may result in properly damagear persortal injury. 11- Sot-orrl chord required bracing shall be at 1 D't spa€ rig ories5, If ria STrutwr at rated telling 15 installed. u nle5s noted oTherw se. 12 Scrpngba€king shall be InsTal eo or all parallel chord Irr155e5, In€ludlhg t100ring systrms, tD Ilmitdefle Mon an0 reduce vibration- Refer to BC$I-B7, 13. Never exceed the design loading sharp ano neve- stark building or Other Ina lerials on inadequately nracea truss: refer -u 8C5I_ u Cvncenuatlor of construction loads greater than :he design Ioacs shall nor he applied to the Ims5e5 at any jimer refer to 6C51. IS. Trusses stall be nandledvritn cart prior totreCibn toavald damage- Ke W"51rgr re€oiinmende0 trusshandling and erectitxl. MATERIALS 8 FAIR ICATION is- L_j ether mo,mure (oritenr sliall he 1916 or less at th a time of fabrication unless'iOted a_herwise. 13r. L mber used shalt be of the species and size, and in all respects, eq ua 1 -.0 or better than that specified. T9. UnlEtsexpressly noted. the tru5Sd@51gnSarpnotappliWbleFor USE withfine retardant or presenativt [related lumber. la. Plbtei }Fall 5e applied on both faces of miss ai each joiri( and C'ribeddcd tully. Knots and wane etjoint locations shall be regulated in ar{ordante W11h ANSIFPI1. 20. For a Specified plare gauge and grade, The spec iAed size is a rnlnimum, 21. Conneotign5 not 5hvwn arc the responsibility orathers- 22. AOCquatt subpart shall be peowideo to Ie5r51! gravity, lateral, uplift loads. 23. For axe tru55 Orlentatltln, IOCate plates 0 - V16' from outside the edge of the truss. 24. Fabrication of toss shall oe In accordance with AN511TPI1_ OTHER NOTES 25. Camber 5 o flan-3t-uctural consideratlor and r5 the respo isibility of suss fabricator. 2fn. Lin not tilt or alttr aly truss member or pla{e without prior approMal from a pro`essional engineer, 27. Lumtier desgr values are r accdrdaneewith ANSI{TPI, lumber design values are 7y ocit r5. 28. In €tall 5 oeclfical ha ngers per mar of actu ref recpmnygndatldns. SYMBOLS PLATE SIZE 3X4 -The Flit dimen5lon IS The w1wr Pw Pendi£ulaf .o 9101S. Second dimension is Trot length paralle I to slots. -, r, 1, I11010tCS rEquired direction o` slots; Rererenoe']olnt DetailV fDr rnore Infa•matlon. 20 pia Gr4o canne€Tbrf, rEqui red 3XT0-20HS- 20 Ga GrSO e<flnr,eavr€ requl•e0 SX10-18HS -' 8 Ga GrfiO connetcors required LATERAI.IIRACING When thrg 5"b01 shown, crri'inuvus lateral hraflng IF requi red an the we o of the vus5. EEdicawG Ins{ates Ipcalan whe�e boar ng5 (supports) occur. PLATE LOCATION LQRIE1tTA7W" ThepIate shal .-pIbe inacrorda joint andro'placed In atcOrtlarcc l Wren the desipr dea%l irigigC rLli idle details. REFERENCES •ANSVTPI7: Ndtiolia Design Stardard for Metal Plate Connyrted Wood Iru5Se5 -MI: Fh1ild rig Component & 5arety Inforrtiatlon• Gum a743 Good Pract,cefor Handling, linStalling, Restrairirg, $, 6racing of Metal Plate Connected wood TruS3ts. •ND5: Nd Liorial Design $peoif(ratrvn for Wood canstructi on •ESR: 1002 pub ished bytne In;errAponal .ode {omcI- wvwv-icy-eS.Qrg OMEGAF.QUIPMENI' PERFOR11 ANU ENGINEEMG Truw 2x4-BL.K 1101 MONTAL.VO WAY, STE 4 70bN6mc:wa113cc PALM SPRINGS, CA. 9MQ I MC: 09W I9 14:33:m 76OA23-9479 I PagD; I of I I SPAN P[TCFI QTY OHL QHR CANTL CAW P1YS SPACM V4GULY I I.Im 0112 SUIT 1-l" 1.1" 0-0-0 OQU 1 24in 211ts 14" 1-1m 1-10-8 Anrkhl s4wm1otcEagle 20miersotherwise nae& li g (psi Gem-ral CS1 Deflection 11 floc) Allowed TCiL: as BAgCode.: CECMIW '1C': 0k%(1.2) iiat'IL- Din I_f0 L10 TrDL: 20 TPi 1.2014 EC: 0.00 VMLL: oin L}0 L10 1sCLL: 0 Rep W; Yes va z 0.00 hm]L; Uin BC'DL- 10 LmnlaUL0J-; 115% Reaefi11R !f BrgCvmbo Bt9 1fU3 Rydi3r4Wddi MLc 1 '�fm-Wndhi Qpki MaxHoet U3f04i � `T 'P Hc'�'. _%UxrJWvUUUA �UAft 2 1 55 LEI 150in 75lbs -4>lxi -4 Ry. ., Ca mmuriol Bracing � No. C72517 N n TC: DR-42 3x 4 TC: SheaLbodorPurJimat JO-p F3ulindcsiglhyoffm, ai m Loa& 1) Tnip hasp ho beat desigmd far [he effects due in 10 psf barumn dlold five kK4 fts dead kab. 2j This mmhmbmmdaipiodfnrthe effcctaofnindbads inxmodwKtwhhASCC7-10withthefbDuviaguserdefined iopur Iiomph{Fswmdl, Ci CFYlduse�Cx�i�Ffip,RiskC uPyI1rOp4dl$ldgLyi[nsPSftxf4ff,t=i5flFindZoncTructi,Flnrhand o�llsideled,DOL=1b01 311+117ur[Lun18t[u�EB[ticbedl[Ygh26bee152ppli9dirta600ld�rcwilhgii.16i1f.1 f • �� Cpy�� Member Farces Td+kuribiambull). {� aaell�4¢naaonFrfaccifdid®euiwi7�c CrJrf�efiingun3CQ6sarSJuwtinhie x F� W6 Notes 11l-nkusoolsdmhavAFs danatcut oralwanytensmcnrhForPhLO-ithnutprimapprovaltom sf40feSsicmrelBkginoc i� 9hc f�nmLivli 14kraria fort11131?J4f t[L733 IS �} `Yu (G� = 0,116j. 3) ftosideakilasic cbminmF In pm vI pwWin& 4)A aeep ta[1or of LCO has bmn mpp4f1 Ia 11vs mm u64v5j3. 57 Liswd wired upbft rations based an MMRS �1* kodiog. ALLFMS0 B FABkiCXMga R4NMRqQ EUCTMOR Rk S•C41l ANY1RMBASFD UFOK THE TRM VOIDN MAV&UAEeLDS1it[]c-1EDT0REFER IDA[L I Two&&&T. Saft,,v.,6.633U ��ls�u�lltz�nebs,lmirra�crsaln�oau�ltAz[a�sser[�oxrxlr��lsn�r�.Nxxc>e�x[s�sle>farualrPsrssuFnwrlx7�osoeslc,f:.vn II AVLAE 1EFRCME4CaELFUIRI }TUESICN VLDOX L•Y Wi&-h LAUE kRET RED Gl C:tY1 P![3L t5 OMEGAEQUIPMENT PERFORMANCE ENGINF ERING 'Noss: A 1301 MONTALVO WAY, STE 4 ]ohNowe:wallace )?ALM SPRINGS, CA 92262 Dwe! Oat WW AMA760-423-9479 Pjge: l of 1 I SPAN PrIT34 QTY OHL OKR CANTL C'ANTR Pl't5 SPACING Wt;rlpLv I 12-7-0 W510 12 0-W &0-0 0-0-0 000 1 24in 5iltm 12-T-0 Li�•8 12-7-0 &0 0."5 l2 49 - 211 axe 1 6x1- 4 s-3-t3 12-7 C All *Ws slwu tube Ee&20Urlmaf11WK wrlated. l gadirg (PA General CrI DefkTt tm I I 000 ABD wed 71C'LL- 20 RldgCode: C13C20W TC: O-a(l-2) "UtTL-. Q26in L060 (11-5) L}240 TCDL: 21 'Jill1-2014 BC 033(4-5) Wt1L. 11.08in L)9W 5 L}36p BOLL_ 0 RepM6. YM Ykbt 0-56(1.5) Ho>a7L; Min 4 $CaL: 10 LtrnEC❑-01. 115% Reaction E S,2n f Tr BrgCambo BMViAdth R_gdfiTR'Xi th MRXRW NTAXG&Lnlin MgKWndLOifi Max2itfk 1+IXHbrtz C, I 15 in — 13w ib$ 4 1 1.5 in 83Oihs CO ►ti Material Br LU TC: DFL4S12x4 TC: 2wa7l�Lnat arpitrs3-24kPwundesignby0thm. fit], � � BC: DLMl 2x4 BCC Shea]3edcrEtitdu2llO-040.P1u1[ndtsignby0thcn. W!b, DFL#2 2 x 4 MEX Ommidpoint Row. 2-4 1 Loa& i) This tntss has Ems dmiped R T thcdf6 is due m I O paf bDftm dmrd rive load jAwt d®d kwte. 21This tnisshashew6%e gnedtbrgL6tQectsulwind kmdsioKomJww-- widM=-1Owtththe faDawingtaud4rAdinput: I]OmphtF&=Mdl. C. Fmbsud.CrlbWMp, Risk Category IL OmA BOO Dow 25 ft x 60 $, h =151. End ZjmTruss, Buth atd veto ameidmEd. DOU 1.60 sj llinim= amW attic bMi ng hn berms spplied in aocada = with W 1607-1 4)A25Ubsmovingka ftkkrPosntkmdhasbccrtWNedre the BCON01MMwith etherdrnd+I=lo�ds. Load Case D 1: Srd Dead Load Di&tLWJT hAffrbm LremenI lar1tim2 Ihra7irtn Vmaai 5tartLOAI ErdLc*ad ThbWdlh $ot 0-" 12..7-0 Daym finl 5 gsF 5psf 44 in Member FormTbk zdamrrQ,wumaCiLmmexit+rotarmowoLrai�jldamutmrmau3ilw!�oelyw!� �u—wtawoKwmtoffmrelic tv 0-so4 ULMlhs Notes 1} Unless noted athawise,do not ant ur many truss mmber wphte withaur prig approval flan a lit2msiotlsl &y ne= 21ThefabticatiaaLOI= e(orthisrooftrotsis2Q%.Wq=0". 4) Hansm ate frrg Nibiml intr PMAILOn Oily. L'I'm harry, Pa rtls[ywrmp 1mmwnjAian&. 4) Aovide tdeym[edkziFmgm wp rcimt panding, 5) BFwc bobtartt dyad w,ffi qT u" d-5FO9Wng vrPtuii ns per Bracing Swmnay. ACM fa momf WD Lim flan emudd fm I* I ML�-; Tj r� hxbauesleta+lUrttangtvyuinxfpu�xli�uLQtotheplaneufthrtn�€€a�citlxathemidpoiru{aneshown)arrMxdpoittislluoshoun7Eta'tingb?'crtlw�s. SxF3C'Sl-S3foradditiorselinEnrnuti�n- 6)listedwinduplift,ran;rmcbnod onMWRSOx*ixdi . PSLPIR 3r,4BRIC i1 .H4n�1rn1C�EItHCTlT1t 4iRIlSUtiI3Il1GM1YIlt[A55J�.4SIDL¢�4t+f7H5IitIJSSDE it llutAwlt�[;4R�1t+ IRt][ I>I1r]tUF2�F ItQ.4IL I TnmBUWVrnm&Sofrwm %5k33U flFTF�IDSIR>:JCIiC11'LS1�r9'U1iI{�+S.Md7Qi7.4L1F[Gd0k7t+15SHTF�iIiINTF1EPAQtShf31}+J,PLtt�iJCT5t7Fi5fC21NUlES1SSL.TD14iIfI'Ird5L�5iet;Ahti AURA LEMCME4rME.UPOKRBWEST,DESICr1VJIDc>LYVmaiLACiLx� EMEEU.CCCMSARELISW Eag)eh+lelalPfoxhlcLS UMEGAEQUIPMENTPERFORMANCE ENGINEERING Thms: R 1301 MONTAWO WAY, STE 4 JaEL ww: wallace PALM SMINUS, CA, 92262 Dam 9M)4d 14 14AI-1 p 7ffW23-9479 paw. [Of 1 SPAN Moi QTY OHL DHR CANT L CANT R PUYS SPACING WGUPLY Zi 8 6 D.75iJ2 3 U-4FU fW-0 040 0-" 1 Min ARV I _ 23-8•8 3-0� a -a � a-o-a 3-o-s 3-0-& 3i�fi 9-0� 2•s•14 sus e4-12 9.1.2 121-a 151 ,a 1a 2 �t-a-iv 23&B r 0 -tC11 1 T �� :5 r TTT - nx 4J - 49 0-040 t 3 U-E r 3 o a 346 s o-6 3 0 L3 S o-6 3-0•B 2.5-14 3 B B•4.12 ' �1-2 12 1 B 111-1-14 16-2-4 21-2-10 23-e-e All plates Rba" to he Fa& `aft miles utherudse rioted. 14ading (psf'1 Genmd CSI Deflection Z1 (Ioc) Affowed 11r LL: 21) Bldg Code: CBC 2016 TC: 4-40 (5-6) 1iy1 TL D.7 irr L f 392 (14-15) L f 240 7'CDL.: 21 1 TM 1-2014 RC. 0160 (14-15) liar LL 623 in L {ggg (14-15) I.I -W BCTL: 0 Rep Mk Yes Vmb; 051 (1-17) 1JarzTL- f1 nin 10 Bi.'AI.:1U Unit-raOL 115% RescUm ,ofsrq !T B. Cambo H Wah dS Wdlh KkLxR�s MvGmvUpEft MWViirdUpbft MaxLpliff I&KHodx 18 1 55in 130in I{Ki R-k. -49bs A. 7�10D,,,y 1 551n 15Vue 1,0B$bs - - �• r�+ {•. .y ,y Ma#erW Bracing W � No. CT2517 r4 m T>L DM SS 2 x d TC: Sheolhed oQ PdeAns at 2-10-0, PIo:Ee da5i DC MOlift by Ostlers, AC: DR.TS 2x 4 13C: Sh®IherLorFLrEnsal l{KIa}.YurEadesi bydtho . V1h6: ri i12 2 x 4 nccrpL- DFLSS 2x 6: 19-18 Ci 1) This hugs has bBm designed fcr the efhxls due lu Ifl psf hounrn chmi live kmd pDis dead loads. f ~ 2)M5uushasb=designedfortheeffectsOf Wind badsin=urgi3omwithA9C1r,-IQwiththefol&MR9userkffile9input: I10mph { xtoredhExpakue C. Frdo&K Gdr rfFLp, R isk Cztcg[ IL [ ?real Bldg L7ims 25 ft x 60 R, h - 15 f� ETJ Zixw Truss. Both end +vbG [nnsideFed. DO[.- 140 3) n,r, ailM , smrap attic kxtfing hw b = applied in oocordance with IBC 16M.1 4)A25Ubsmauirtglspmtkkipoint loadhas been ahpic to the 1WDvowm iwithotherdead+liveloads. 5)41-hdMiex parapet wind Lading l6wb nappfied 10 mrmbcr 19-1 MPMhorFnrrra WWL--I.—tWr,"—in.....r%7--.lf, s_ TIC 1-2 24 0202 Un 4-S35Ube 4 °Tl IF }4 ib 4395 I IAA A.9A91ke S0153R. S<I 0 0.400 0.335 -5.03Sie AA, b � a�Ja 3,9Jllh FA 0 W 11b BC L-tY 02'il LIS20m 1314 OM 4A311as $ R] OM 11.01616 1I.n AAM %QUA 16 I4-15 Qt43 4.995 The 161l U40 Z5311Us VAb 1-1e 51W 4jim 345 Lunt &iglu &11 am 1-17 WL4 L6741t6 614 d069 3M Ihd (-ba lh,}9,1 UA,$5 Z,M Ym 2-17 +}.C84 -713lte 7-13 QNI4 9MLtk3 'MO ILJL3 19;6jk 2,145 6.3?9 L,76314e a-14 dof% SM to 3-16 6a5 49A IF M2 0.363 L SSB t 17UYLIessnoted oihwmv,doTv w(rahwwlyMiss rrlelrlherofplate wifficulpoorappidwalfrelmaPmteoion>alHngineec z The fabrkwion tokwwe tip Ras aw i (ruse is 2D %(Cy = 034 3) Ptaridexkgm dr>3ill F to plwmt panding- 4) Brwe txi tom dxwd with appmved shah ft or [ww5 La per awing Sumff'&y. 5)Ai LWI one w* Gfthis truss has tent d siguod v ith a peace point in the vmb. AD Pared Points oft such webs slr3lL be hraood btcrally pctlLeld wh, to the plane rd Lhr tniss. I Aced Luax3 shell he insta&d within 6"of nib wrb p wrJ point, 6)Aaeep faxar 10 1 J�O has: Wm applied for tills mass analysis. 7) Limed wind uplift T=iatxs hesod nn MWHR S only Wding. S) Parapet TL• Q07 in, 2L/274 (19-1],AIk wabk 2I. f ] 20, FILPFRSOISA49kIC471LJCslrarrrmr �HG71NG01iL 7riIlSYGAhYTli4FS11VF37L11x 1iHI57R11SSr 1C AI.IIVCrrd1ER13lRL1C1fI]Tl3liL1YYRlU4LL I Tr-Rdldl5Tn=,SCfrwwcv5.6330 �'IFIER�IRUCLIOT'6,ITh4'LrJ1GTtirBwD[3LJIdJFICNIC>r155F.TFi�IH[N71�E.4(31EhUT4L.PIZODLICISL�51C2tiLYCIfESLSSIIFDW1711TH517FSIQ+1,�Td1 AVa AE Ht�4 E4- E L UXWRF�4 L 5T, DESIGN IALW MY1uAN L?d M L4 EP L,C10b1�X7MS NRF.i_RM Faplemew plVLlw4S OMEN,AEQUiPMENrPERFORMANCE ENGINEERING Tru.,w: Rl 1 Y)1 MONT4LW1 WAY, STE 4 robNam :wallace PALM SPA1NCi5, CA, 92Y)2 Date, 03MI9 14-33.11 WA23-9479 ]Pam: l ur 1 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING v4T mpl y 23-M 025112 8 O-W O-m G&O 400 1 lain 1071tm 23-&6 2-6-4 6-_6 174 306 305 306 3 8o-6 2.6•ya 254 li•0•t2 }1-2 12-1 9 1611d tJi_24 21-2-10 23,8•B ? ci 1iB> • 5 1R 41- 3g �4- 4ir�- ,2 1 TT6m 42 - 4.1 - exfl - 4x F 2-5-4 8-74 , 3 0 6 r 3-0-IB 3-4-6 U-10-6 3-" 2.5.14 L 2•S•4 B-a12 9 1-2 i 2-1 9 15-1-14 1 U-24 21-2-10 23-9•8 ALL plales sh,ovm Io be Eagle 20 unless otherwise Haled Loading (W General [SI Deflection 11 (Foa) Al awW TC1L: 2D B1dgCode: CRC 201W '['C: 0.411(516) VeeTL: 0.71in LJ394 {IL15) I.j740 TC'19L 21 T131.2014 BC: 0.61(14-1I) that IL; 0.23in L19W {14-131 Lf360 BULL; 0 RepMbr: YO Tft: OAS(I-17) Hm.Tl_ RJAin ID DCDL:1Q LuffLWDLOL. 115% �tearrtirx, E55f HEz k Jlt Caruixw BFgWddl Rqd I Tax React MAKCTravUphft Mat %Mnd Lpkfl bim U VI Mm Fkaix � IS 1 SSin 130in 1,vb6 W + 10 1 55 if I3D In 1.09116s - 7x� 1/� j�*7+'y ,y rri TC: DFLSS?x4 7C; �11�114d 9fplldF[IS ar ){} ) hlld`��}+fitICLS, SC. DI-L%2x4 BC hCdOrl�ahns>jt1D{l{7,Rululd�lprhyOthaa_ 1tbb.-1FLk3 2 x 4 Loads Cl 1)MNlntsslmsbcmdesigAdiorThe elfwlsdue to10Wbanomcb dEvebadpkv:dmdbads- QF CAO � 2j'luslrutshit bmmdrsignoiinrlhccffb�q Fwindkmisin»xoxlm=%ithA9--Ei-10wt]tthe RiLwingmsmdk•5mdmput:130rWhOCtoredl,Ek ULM C, Fndosed+ ChbWHrp, Riak Cetagmy A C cF4 0 idg Puns 25 it x 60 P. h = 15 ft. End ZcmeTlUss, Sods end Mb& OoFiti LG - Da � 160 3)IETi nmmsusragearlickxiling1asbcmappliedinwnxdancewithMC1607.L 4)A 250 h mrn irtglspAnkla paint load his I3em applied co rheSC oonuuteu wiih othmdmd — bve bads. LoadC=Dl; 5tdDcadLoetd Pdn Lump Mavbm Lomiotl Dlection LOW TtiblHdth Tnp 2-54 DDVM 6Dbs Mumber Forces lbal4 oftiaID. nitCE nmmwnl6omlmmcNw.borifdi&mftmmm[asidfeWE403R*rng+amla" W.U-etiw+,nin0*C*k, 71C 1-2 0.iH3 �3r31L+a 3-4 WO �,�Itrs 54 T34(k}-5.1171ta 7-8 NEW1) tNEWL] or ah do = c odwwi &m nati d se, iu e'smy puss TndoUQer pW,: without Prior sppmvA fmm a Rvfessional Engjoert 2) The Catncanon k4nflm far LhL roof truss is 20 % (Cq = OD4 3)PAwlikadfturiadim[ n gcinpmmipending, 4}BrxeWloindionlwith jppkuwtdsb dhinguTpur&n5ptzBnkcing$uminuy. 5>Aa[xpfa=<Yf L,Ob has been applied forihis [Fuss imal}sis- 6}I-3srodwind upliftn�inrxhatedccM VFRSrV*bkkding. 4LLPEP,SOEFARWCA31W,HMICIAX` MBC14K•0[iron-lxrriyGAhYIRiWRgSM)UP0t" 7Hr$7RLWDESI0+1IdW?DCAREl%7RLICTMMRLHE IUALL TnKBuildWrussSoftwaoev5-G331) �71EimsmLcnoO ,LII47ITATIGI�E.W4 QuALLIt1Cu)aNSSuiK> mLmiH3J=:4GiEmEiiV.,PRCIDLJCISEfmcwwirF;msiIF1}wrm7f DEriICTJAi EaecMddPxducts AWAHLE FROeAEAC&E LWWRFQ JFFT DIRTKl'V W TDfMYWFIFNFAC,ZFMETAL .i JFi"1C7 ARCU$M 2-3 LLi16 410 1La d.i ild6i -$•l71 � { 7 COB �.9CS? Lfi. 11314 � • u.l7S 7,9901Ln '.lv � 16s NC' 11-T2 OM �Tfl41Ex I}ld p,9gt g9xllts l�lb U.542 A,1:JSILn ]�-l3 {[51}I 3.9d'�lt�e I��ti rF.H� 5.1Tnllhs ]rrl? WA Z31SIta; tt{!� I-1a RJ7F+ -I,rtFtlLw ors n,tsn r:ram, {;[ n��rl �Txi1� 1-17 Q�&1 �[v lra 6.ta 4A14x 32S ItsIr-�gll 0.4i7 L3781L�s �17 Cox �89J� �-L3 U.id? 9�� ILts 9 ]� U.114 ID" Ito aim 2,4F41Es �La uos� faoll� 316 Uo53 4Bbi� i�Lx OW l,�alJbs OMEGA EQ IPMENU PERI+'UIilY14NCE ENGINEERING •muss: R2 130I MONTALVO WAY, S E 4 JobNam:vVikus e PALM SPRMS, CA. 92262 ll ate; CL3+D N 143113 76DA-23-9479 Page: 1 of 2 SPAN PITCH QTY CHI. OHR CANT C11.IYI'R PIPS SPACING WGTAII-Y 11C11$ L125J12 3 UO-0 OJO�f3 040 D{l4 2 2R)in �i>� NO S-0 9+E<�{ 3-0-fi 4-3.5 1 43-� 10-4-1A 1dS 1fL11-$ N bd � 4 �rl r? T j 2$ 5 12 dot& 3 d 3xg _ 5� 3ye _ 12 0.25 1T" T-2' 1TTa 41 1 , �� . i TT 0 2 9 0-2-9 0-0-0 1 -0 2 ra "A 3I" , 0.o �$4 7-4-8 1d-4-14 14-8-3 { 15-11-8 All pisfes shcwm to he Eagle 20miess otherwise rued LJxading (Psf) General LS1 I3etleCCKM f I (kc) Al rnmd TOLL: 2Q Bldg Code: CBC2101tw 7C ; 0.15 (5-6) 1AA TL fll R in I.} "g (l(�-1 l) L1240 TCM: 21 TF11-2014 DC; 02200-11) limLL Q376in L}9" (16-11) L1360 IBCLL; 0 Rcp Mbt ; Yes 4ibh ; 024 (7-4) fimz'1L; 022 in $ BCC: 10 LumbrFAOL: 10% Reacdlln 031041 Jr a�Cnmho atg W&h .Rrid 13M Width Mu Rard MAKCan- L1phR Max W nd L4Afl Mm 4 pkff M-m WrLm 15 1 55 in i m in 9w bs 42 ftea 8 1 55 m 150 in 9671is I4laterM Bracing TC: DR. SS 2 x 4 TC: Sbmded orPwiins at (r i{j, Fwtn desigm by GOu Ic [W� 6C; 11VL % 2 x 4 BC:; Sheathed cr f fflmt : ah 1044� Plnlin dcaign by Others. Vkb; D9_ #2 2 x d ujmpt: DEL SS 2 x 4: 1-14, 2-1 k 1-13 FL SS 2 x d: 1615 L Ads I) Tb1s truss has be mdesig wd for the eff6m due to 10psf batmm dxW M kwd phis dead loads, f 2)Wstrms"hnmckiignedtorthe effe rofwimikvlsinfw,+dmxrvmhA.SCR7-lpwiththEfODDwinguWdE63hhedinpul_ I1090(FactAWXF-Kpostaa C, Radar Gable 7Up, Risk C4egwy 1L OvwA aldg Duns 25 ftx 6D B, h = 15 ft. F,d 7mc ltraa. T3oth and v4cba considered- DOL= I M 3)hUttinmtn su=W attic loading hashm VpEci in &axed =with IBC 16D7_1 4)A 250 bs moringjsptiukl;Y yodut kUilras hear 2pp1nd 1u the RC axtour= nrtth surer dead + liva lands, 5)4m-Lrrlk*mpetltpcl windbaaiinghas bentapplied tomwnber I6-t l4ierrrberFFwcec T61,3�ir.A rX4,i—m—rcr.��dF..e«....»�c�a.ca�.i TC 2 g 3 4100 n o?t, S67krs 4-rj N 14 1-5 RAB 11.1 is 4-7161Ra a,71 I �R. 34 11.1w-1,RT-N a-7 0.121 41i 1� uru U7U2 1A451m 11-12 all 1-19516 141-11 0725 l.MiFo 12-13 a130 1-185It. Wckr J 0IR6 Ati61. .1 L L11{06 1:.. 1-34 tkam 70H its 6-10 sari 441 I6 A-13 1i .:87 3r 821E 7-9 4Z85 1.485 ibs }11 rkm 412 ft 74 Rae "Ili Nk*r5 1) Ilnlms noted nlhewis_do no art at Abymy toss member or plate widxx t pow egpuowal $am a Ptofession2ifagin= 2)7hefahriouian tnler"ac for this roaE= is 24 % (Cq = OZUD 3) Provide aderluele dramrxre Lo pn:vml pending, 4) antra bottom cbard with approved streddng err Jwtins 1m Rm6ng &wffnaty, 5)ArL!astormwehafth3itnusshmbeen desig(W'Aithapffr-lpuidinlhevrdb. A4anelp6rosonsuchwebs sUbehrffdJata*pmpmdiwLvtothepiffe of the miss- Lateral chap be 4mbd uilb 6 -of each web pa[telpoa rl- 6)Aaap fade r of 1DD tL2s Ix"k mWhtml for 1hm tru-m analysis_ ss 1 No. C72517 0 ALL PEFLRMFsAWUC-47761C'%HAN 1.]NUEFfflCIM)RRIS�.4Ai MUT S BASMUKN 7HS7R[.SSD[i GNLWJA�1WMULTED[URFI1,`IUAIL I TiurBuilh TtussSnllwatevS53?Q OFEIIS7Rt MOW_, SET 14DICIIIINT]ICLACE-NEI]44PRC)I,,=. nPUfWWrES1nUE }Vt+Cilf'11MMIUVAhD AL'+1SiARlt=FRUML-AaEllf3Itt7)L:1r71:i SIUN~tiilJl]{ff1YWIMNL1mEA'1©'1I.CYF$1u-msARE= l3Z11C1tik191il[1t�i5 OMEGA EQUIPMENT PERFORMANCF ENGINEERING •ram; B2 1301 MOVI'ALVO WAY, STE 4 Jn1,hlanie'wailaw FALM SPRINGS, GP. 92262 Date, ("19 14,33: U 760 4 9479 Paw. 2 of 2 VAN 1prrcH QTV OHL 01HR CANT L CANT R PLYS SPACING NVGT/FLY 19-11-8 w5J12 3 043-0 00-D w 0-00 2 2)in u its rl f L14t01068 L 110.L11 for L tvs nnu¢r-pry was ate per pry an¢ ine rea[udls a�crgraupat5, itvp td�itital susses S[IWIL be dLlft �d a[ ttlYOn as tUnaws, l ply: i 6d NailscrGuLnNaiMmin.l35t3J iC.•1rowLd12irLcc,]3C•1row@12inoc,Vft$-]Frrw@]2inoc. 8)VJmoppficlbatsmmsaxside ofg�dnnor.fflpgudefduringgiaieromuwackrint»r *on,inatAmnFr montheVrdaside%baemppmtedbads aLC:�lplial.lhlytrY p5e9bads azconhoth.dmoig37dmdoublethe spacingaAiiLGl;&hEuidwLurmaiwsononesidrofgiRerandIhmflipihegirderio insmfithe ctbPf half oL thCo0tu[lYffi on the opptm[e sick {et SL�17tliC the OOntNCGSflr spadtsg7. C4[iYetx08 oft oppositesidrs of the &Htz sha11 he WT-4. 9) L AmW being shag be at1whEd to each ply. I l )AM f;,LaTT.€ Fnic i pLim 21+7" k W. u m otherwise nomad. 11) NiCs in I a and 2nd ply shall he aH,d frmn AuooctisLvc plies by W the nail spa mg 12) lissed wind upift mwLium boadaLL IwMW S Only kning, 13) Paget TL 0.92 in.aA51 { 16-1),AMwatde 2IJ124. ALLPEKKNSFRBRICA7ML3ANLUNG,k{tC,IMCRIDSIALLJNUANYTRIESA,SMRTCNIF STRUSS DESIGN 1XL+b1MARLi1MIRUCIID ORF NTOAIJ_ m:ucBua]d TlussSa�twarev55330 s��rr�rRLLT[rt�,In+LrrA7H7fSSAT�QlLg1.1F[GYiI(]h65LTLi7RJiiuvll�>;acaEn,43rAl.PRcx7t_x'ISr>;SLCdaNDIEfi1S5i,IDVL1TH1i3>si1ffiIcda,a<wn F,�glrhklstlProtinots n5Ftil1 NiLE> ROM re na > LkX]N I I}sl I7PSIl7Q V5f ID s]N YPIHFNF.4Ca £I+1EL4LC d+EC70RS 4REL8ED OMEGAEQUIRMENTPERFORMANCE ENGINEERING Truss: B2.A 1301 MONPALYO WAY, STE 4 ]gbNwm: wallitcc FALa'+,+1 SPRINGS, CA 922b2 Date: 0•MW [9 14:33; i5 760-423-9479 haw. 10f 2 SPAN PITCH QTY OHL OHR C4NTL CANCR PLYS SPACING WG'TIPLY ]&M-12 p.�_5}12 1 444 04)4) OD-0 O4U-0 2 20 in F4Tbs -- 1�1'-0 2-5 4 3-8-4 3 46 4 3 6 4-2-13 7-4-8 10-414 1d 133 i1# 14 12 rx L2 D r Ili r 4K4 - "�•, Ti I 2�5 12 ax� _ � 41 ,TTm 6 T i �o it TT1 1r Pl"' , 41� - 2>84, T�T Ll•2•Ll O: M 1-3-4 2-5 4 3.8.4 , 3-ti-6 4-3-5 1-5-0 3&4 7-4-8 F1D-t 14 1A-63 19•ifl 12 All plates dKmn(o be Eagle 2D unless odd nvise Holed, Loading {psf} General cm Deflection lJ (lnc) Allowed TC:ILL, 20 BklgCodc: C11C201Q TC; ill? 5-6) VATL- 1l,lSin L{999 (10-11) L1244 T1='ldd..: 21 TP11�2014 BC: OX (10-11) VMLL- O.06 in L/9W (10-11) Ll360 PCU': U RepMht: Nn Vk: {t28(7-9) Jiimz7L; 0.02i,) S BCDL: 10 LumberDAL. - l 15 ReaO*m U3JQ4! ?10 S1 ]T ft Combo 1337WAith Rgd I3rg Vridth Reae Mex UM Upb ft bla[ WFkd t"ft Mm 11pbtt Max Hodx -Mw 15 1 55in 1,50in 95"bs --- --521115 � 8 1 1.5 in — 964Em 11: Abbriol Blr No, 2 1 TC; WL SS 3 x 4 IC St l¢hed ur Hvlins err fr3 4, Hatin d� gtl by Others, 41 riy CG FIC, DFLSS 2x 4 11C: q)eWh!dornrlinsai 104W Purhm1r5ignby0thm. W:bc ilR,42 2 x 4 ux": DEL SS 2 x 4: 1-14, 2-11 13 DFLSS 2x 6: 16-15 JOL 1jmg tr 1) ThtusxhashealdeSipWiEXtheef hmduow 10psibotlomchordlivelaudphis dead bads. 2)-IbsWashasbeatdrsiptedfor the &ectsofwind]padsinaxaAmcevnthASCE7-I0with the tbBowinguserJoinedinpuL I10Mph {FatM!dXEXPOSute C. EpAwd. GdbIp'Eitip, Risk Category IL Ovea Bldg Dims 23 ft x 50 ft. h -15 ik, Bnd 2,jwTmm, Bath and vm is considered- DOL= 1-fit? 3) &ErLiFm 7 516fa9tlia kmdi ng he boo �pp1lOd 1n wwida m-, wiilh IBC 16W-1 4) A 2501 m aquvm®prLi iTE Ul nL kwd !Lrt boar applicxl [v ihe$C cwmxretK with abet dead + ive khak. 5)A'-flldfinespumpffu'ltxfIbA;nglsr5bL i;i�5 tonrmL,T16-1 Wi ber biorces 7lbiei[d»€li n=m,BIDaCXL3nAZUJbW,jra OkOpir.fiatitibl6 torn UM Wu Oalyfo mptvlhai3t3Natj.VWMniLhab". Ll Notes 1) t lnkhs n xcd athttwir do not cut of aberauy tnas inrn*tr r_r pk�c urthoirt pnrw appmvat FW a R'Ufeasianal Er1g[ne!L 2) The fabdcuion Lu6a,m furt}ris rvaitruss h 20 %(Cq = OWS 3)HartgerisforgraphiplifitVetrionO*lnstaihangarpermunufacnurYawof ia"im. d) f�Jo Vide ada"e {lialrllp to prevent pDa&%. 5)B=bottomthirdwithappmvadshmatllingorpurlimperBracingSu ffoy. 6)At kW cue vweb of th s buss liar brae d�igrxd pith apmd point is the web. An pmJ paints an bud, webs anal be blawd IaterJy peepertJicWr to the pbe of ihruw& L�1 bram sha1 be installed witbin 6 "Cif each wdr paullxairtr. 7}.A cmp Factnrof 1.00 has been agplied tot This icuss arafysis. ALLPELS';MFABRICAITWiHkNDLUD.1 'f1MOR>r t17wANYTRLGSBAMIPCITUISTRl.MDEENDR.dD41C6AED6rR7-xZrM r6RFFUZrM4 LL Ti,iefiirikl T1u565oftvvarevSCx334 OFi1iI7S7RT1CIIaD6.LIhIl7}Cfi7LSANISQ[IAi-I)7Ci4i4hSSECRXi1H1NIMEACE.NMDLFRODWI'SDff"f�IC1IESISSU dtiyfFii'l}�41L'5ks'VA[O $1e hlse[&] PLOd1ki5 A1A7T "F.Rghl E4aEUPCN RnMYr MIRI VJJDQKYvrq-18� aYaE ME121L C�i+lEi'NAU ARE Lts"l� '1'O 1-3 2-3 i1rFa6 Quin � aS4ie :a-1 i•5 0.151 q,14R -1,3�i�tc -1 71>=11r. S•ii Qlb7 �13[ .1.6�16c •I a311b, �' 4-IU l4'�' 1,�'�"lIF ll-I Z; IIA] 1,l 1pl Jn C�11 n:wi I,Rt+11hr [z -Iti n Lax r.tnn l.� 4f16 [•]5 f}tYlfi �Aw 1 L ll.loi `-tilFw I -la i3478 �{16 )l16 610 Q.i195 i9d h+ 14-r3 o.tSr iBl>oe 7-9 4Y&L I,J64Jbs �13 AO?] �6las 7$ tiO4d si5 ac OWGAEQUMMEW PERMRMAN('.E ENGMERNG Truss: B2A 1301 MONTFALVO WAY, S'IE, 4 JobName: w'allace PALM SPFJNGS.C.A.92'262 Date: 03uiD O 14.n.-15 760 423-9479 Pugs. 2 of 2 SPAN MICR QTY OHL OHR CANT1, CANTR P1,.YS SPACING WCT/PL.Y 18.10.12 M J12 1 0-0-0 Mul 0-&0 0-" 2 2Din 84 bs 6)7 wet utis i-PUU%5wepapryauumeewum x0cff -Iwo ,knumlawsesstu311 bc burr ffid wtamW as RM.per NailsorOt Nw' jmin.135k3]TC-1 row @l2inm,RC...1row012inoc,Vkbs-Irow@12iuuc_ S�appliedloadsayeaumws��I)OF RdonotfSpOidadur]nggilderaomrworinatgltiminstalloomteamsnnthe2jniQyidewhmwppoaoJloads ale applied. Wbm apphod loads are on both %AJa ed giniq rkxib1e the sp®ci ng and imlallhalf of the ommeam s Oo, am sib of 01t1m and d-m 5p the &Lidgoo installtlrcothaha Cftheo n amontheoppositeside(21deaNcthenorgma ng) CvmMwsannppositasidesoFlhegildershallbeodsa. 10) Llasl bracing shal he anachcl to each ply, I 1)Allfwmem mornimn 2-ta ens unks4Am-wise rbaccL 12j Neils in Ise and 2nd ply shall beoBxl fimn s m=Lvt phet by 112 the naol spamng. 15) Lisled wind uplift xwtians based on MWHZS Only boding. 14)P 'I1z0.02ia,2L�961 [16-RAknvobL-a1 1M AILPMSCMFAMCAT %ri.HMULl4+ ERB=Ck MDULUIrANY7RW WED U'ONTti5TRLSSLMIGNMW4n;ARliMERtx-rMTOREFMTOMS. 7yueBuiWTtusaSwdlwamv5.b" 4 1T�II TRUCII¢+$,IS14A7i17I4�i6rL Q[ a.IPIGdP01�1SSli'f�lilHtM1'tl lSIr1�S Plt{7fXX PS[]I�SICsfT1711�SIS5lkDV4TiH711I31CSIQdA EA&Mcw ftwL6 AVVI].rSFLEFRrMEAc.r.J=iFmR�m t7I?<sroN YujD(mYwFmFArumETALowmms ARELtsE. DMEGAEQUWMENF PERFORMANCE ENGINEEMG Truw. B2B 1301 A40NTAM WAY, STF. 4 7cbNmnr: wallsae PALM SPRJN(Z, QL 922b2 Da1c: OW19 14-.33:16 760-423-9479 page- I al SPAN PITCH quy QHL 4HR CANT CANTR PLYS &WLC 4G Wt3TIPLY I 1�1ck12 a.25I12 1 IAM D#O 0{30 0-M 1 24in $511as 18-10 12 3•$•4 3� 4 3-fat 3 14 2 3 10.1 _— 1 3 8 4 7-4� 11 P 9 1$-4-11 19 10 1? ro eve � u 2 6 Tir 1 - 0.25 12 41- 61 • 3�€a - l A yg- 12 o.zs 7- T T Li r 1 1p g 1 TT2 4xi�- 4x12- axe 7kE- � - TT 4 o 3.94 3-9- 3-10-1 3.10-2 I 3 tp 1 3-9-4 7-4 8 _I 11-2-9 15.0.11 1$1¢12 Allplatesd3owntobeEagle Lrilesso[11ts+vi5enoted 1 oudingipsl) General CS1 Medina Il (kc) Allowed TrLL: 2f1 BIdgC'iwk, CBU2014Y TIC: 0.47(4-5) VwTL 0.61in L{359 (9-10) L}240 7CUL: 21 TPI1-Z14 SC: 0.75(9-30) 1+alLL 02in LJ9`29 (410) L{360 SCLL: 0 Rr{, MTr : Nu Vkh : 4-75 (6-$) HxcTL- 0.09 in 14 RCM: 10 LumberD,GL U5 96 �kljr TI Erefionlbo �rn�lhhh RgdSTF Width]+F�t . "&mNewt MaxGruUpbl Max%odUplift "fr MmHmiz 12 I s in 150in L,]t41bs -62u ld 1 i5 m - 1,15$ bs Material ]arming � � No- C72517 r-i � TC: DEL SS 2 x 4 TC: 2vmlwdurFtrmc2-6-0,E%ubndmZnbyOtbr L RC: DrL SS 2 x 4 BC: 9rtstthcd w Pkulins at 14 0 0 P uli 3 design by t7thets. : D19L 42 2 x 4 each ML 55 2 x 4: 1-11 DR 59 2 x 6. 13-12, 6-14 C 1 LOMIS 1) This loos has barn dcsigucd for the dress due to 10 psf bottom dLod hve bai plus dorl Wds, 2)This trust}rathum &nd few the eftersofwind hadsinacaaodaycewr]kASCE7-10withi1wfokmugutwd6 dinput:110mph{rvtlaredkExposurm C,Fnr•] oxtC*1t Rp.RiskCKqPFYlLOVfl)sWgDims?dftx60it,h=15ft. End AmTnm.Bu[herdwrhe;etwairlerd. L)01r 1.60 3) Minimum siolage attic h+sdiilg Na lvw appliuf in aonrtlm m with IBC 16tll-1 d)A M Ibs w wing}sprinkkrpainr k edbo been applied Lo the BC oon aaiett with orherdmd + live laW& S) **- L�litupel wirrd hiding has hom applied to rnanbu 13.1 Mp.raher Fampti TWL- M, 7.4,+! F ] M cm . ,.ii r..i.. TV 1 z 0 3N -3,403 Lhs 3.4 R434 4 M IE.� - ;-d - 6144 I.flM lbs F — - _ _.._,. •, .� _.. EC $4 OUS �J%31e LIM I Un 3,7* ft 4•IR P�Yi 5N]b, vm1 1-L2 If. ii -t. ,LLO R123 w1h, 0 WJE-5 -I L-]1 qx3w 34KLIM S9 Q244 L,5321h� 74E 0.066-,,LSSlm 2d 4.L772 46-2 ft 5i8 R194 4351hs 7-10 029% 1,553 bd bus 4,7TT IM Itx: NWs 1) lfrLless noted &herw;serdo ntA art nraherany vvss memberor plate wilhaut prior apptowal5orn a FlOk siunal Wn= 2j The fabviwciasr [uleorwe 6or [lus roof tn3ss is 20 46{� = 0$DX 3) Hanger is forgapKa i runs tMon curly.lnstA iwm�o pa mimtuFaxurds Fmmnurw rAatinn. 4)Pmidaxtirgmacdrarcagrlapiss PtpofKgN, 5j IBtwe bottom chW wi th appouvcd rhea hi ng nr pmiLrtr pa RTa Tig StFnfli u'y, 6jAt kw( One web oftltistruss kE bwkdesigrwd with apzndout inThcwcb, Mpoolpaots on such watts shalbe hrraoni feteal),pexpmdmilerIr rhopkM of the nut. Ld" 6raris shA3 tr LnctE&d vatban 6-oFeach web pmelpoiAt. 7)A ucT fadrx of lA0 has bornapplies for 11AF, lots analysis. 6} listed wind urpi$ mallaw based un MV4RiS Clnly kradntg. 9j 1w" 7L OM tn, 2] J306 (13.1 ), Alnwsabte 2Lf 12D. ALl_t'De%MFA13RCgL`,r,L 1PtC1-IlaeiMErtroy C]Rf+nMITW'3ANTMUSSBMEDLP0 T� USTRL65DE91piDRAwDr44REFNSTRUCISyTOREFR'P]nlL I TrutBrild@T.S�'..,5i-1,�0 Ci;THEfPISMUCRgt•14,l.#l!'fl4TICf, ANbQUA1I�7C 1C)ESI-TFORMFNUiE�EAC3E L AVLU.4HLEFROM Eka-EtkOMRBQUFST,DPSICIP%ALM0td (V62N1Aj7FbmmLOCd¢Fi msAREusED Exglo14tCt8]P19dnC[9 OMEGAEQU1PMENT PERFORMANCE ENGINEERING Tru.�,s: RR 1301 MONTALVO WAY, SIB 4 JcWame[wahace PALM SPRINGS, C',A. 92262 17ate; 031OV19 14:33-17 760-423-9479 Flap; 1 Of 1 SPAN PIPCH QTY OHL CHR LANYL CAW PLYS SPACuvD 1 TUp1<.Y 21" w5J12 2 0.0.0 0-0-4 4-0.0 Gim ] 18in I[l�i6s i �a-aB I 4 4 I} 12 9 -C+-L1 [ 3 10 S , 3•ip$ , 1U 5 4•0.15 8-19 12-18 1511-18 19-10.3 23A� 31 4 - 5�5-12425 4 0 ° 4j 3.10-5 0-0-0 3•1" , a-1a5 4-0-0 8 1 0 12-i -$ 151 19-10-3 ?3 9 A ABplum .dK ntobeEagle20unlessotllerwiberLOIraL Loadilg (psf) General { 5I Ileflei-tian I (kw) hllmTd TOLL: 24 24C -1e: C:Li[:2 I(w TUC 054(3-4) VertTl; 109in Li254 (It-12) L1240 TCDL: 21 TH1-2014 13C. 0,83(11lZi VertLL 0.35in LJ,79 (11-m LI360 BCLL; 0 R3jaMbf, Na Wmh: 0,770-13) HeTrTL: 0.381n 17 BCDL: 10 LumbcrDDJ-: 115% 1F Br Ciwnha_B Wiirl, lzgd l Wdlh Max Ream MaxC'AsvUpKft MmVlindUoU MaxUj&L Mao4Hona H8 16 - 1 5-5 in 150 in I.077 t s — 4S Dm 9 17 1 55 in 1 56in 1"2 bs Tr Matrxial SS 2x 4 img L`1�� No. C72517 T ;¢hWorltdwat2-30,1L[hndesign byQMs. OC BC. DR, SS 2 x 4 BC`_ suh shed tw Rns ar 10-0-0, Plum dmigu by QIv=L #3 Wh DPL2x 4 exaept[ ❑FAI 2x 4- 4-11.5-11 D LSS 2 x 6c 1S16,7-17 C1 Loads r 0 Cp,L1F 1}'Ibis buss bah heat det$g11od far tix cffio3 dueto 10 psi bottom diwd ive had plLm c1ca i loads, 2)' islmsshasinaxn(dmce%+1hA=-10wiLhLhefnlvwirtgu delirxedinput:]LUntph{FaduedlJ�,;pgay>G C,EncbsACwbleHp.lkiskCAeM11.OverdBHgUrm2SRx60ft,h=15St.EM%aoe°Buss,BotheaLd, 1munuidmA.IX)L--1.60 1) N inixrxun stasgcat6c bading has bow applied in ioewiLh IBC 1OD7-1 4)A2501znkuviLLgfspdF&kTpWF1rXvdhasbemappliedmtheBCoxcuamlwithnthyemmd+bvckwxr s 5) "- lndicaks parapet wind balm$ has Pico applied to nxTrk u 15-1 Munber Forms 1hbkndukrMmgxrID,naLC*aL,bmLfd&Wftnvm a[d6uiLaJr ras,t,i-LAWhivmcKvw mffLtsl&k c -1C' 17 -3 (K33E 0314 3Y5&16s -5ap516 3I 44 0542 0539 4-063Yc -4fV1ha 54 W Oi6L (134( 5,6lilhe A%6bs 0590 3,763ft- I rd2 u 11111 Ala 5,1r§ & 1243 0.617 IM1. 74 009 1,h231h I is 1-14 &d% .1.affl w , 42 AlW ut5 R.i-Lo L036 15rib. 14-L6 0.C6L IA771hs 341k nAw 211x tW) 63,16 1,9%i16 847 OA62-1,0�921ac L-13 0.77 4j)17bs 34L OABO 4L4116 [•1161b.1 aqn -7101be 3•13 Oi067 -00" &.1 Dom 5L9 as OM 9,p.,mn. Notes 1 } Un]ess noted othe�wis� do no[ w[ oraka �}puss mamba ar ptue nZtl>L3Llt prior appLoval fi� a ]?mf�sifltLal ]:n�nS3x 2} 17t�1a1aiwtiSgl todaltx fnr this tuafttuss is 2096 (Cy=Q.Anj. 3} 13uYisfe aeloqual< [.4ian� to puwenl poa�LiL1Lg. 4) Bmm bottom chord wirh appaoved arching # pit�na pa ]3fatting '-5) t l'%91 tine web offts tFuss has bmidargreexlwithapmwlpp4n( 1n theme. All panelpoinu ccn such uebr shAbebtasni b[aauypelWdjudwt9 the ofthe muss. LaiaW b?ra= A21 be instalie[i Yrithin 6 "of each web paLd poi nt- 6}A ua* fador uf I m has born apphni Inrthia trLm analysis. 7) Listtd wind uplift reactions bastd m MMIES Only boding. 811L:0.11Ln,241W(15.1),A16uwab4e21-l120. O 1 lr T ALL 4RSCMFABRIC1LiL4aPUr[^J15UKMEETmOR1:WDarm:iANYTR175SBASEL)tkiN,pHis'LR[ss>; k—e,rIx YNa4tEUfRL'C-MTOMTM-MOLL OF Tim II+i5TRwnQM.umr1p,TICMAMQuALII"tt:1LI1mssF:['KffmPrTHFFACd8MED1L.FRCDDCM=GNN LIF MSUMVA H71ffSrAMG`fAhD UBiW' WtalOft+','AtC i AiAi1AKE FRC M bV-L LWW RHgt= INNION W IDC uY V EKFAaX MEIALCL1t�AH't q ARFlI}CFrx a biota] F'nsdlcLs a J+"•/4�+1• +5Ri 14lI�• •n OMEGAEQUIPMENT PERFORMANCE ENGNEERING Thm- C 1301 MONTALVQ WAY, S•IE 4 7owarwwallacc PALM SPRINGS, CA, 92262 Dale; O-VW19 14,31:19 761)-423A474 page.: 1 of l SPAN PTCH QTY QHL OHR CANI'L CANTR PIPS SPACING WGTfF1Y I 1T" 0ziI2 5 alm 000 Cim 000 1 24in Bulbs fi-11- 5-1'-2 r11 — 511 3 11-11}5 17-9-8 n II d a-o-a a -a -a -11-3 5-1'•2 �11-3 5-11-3 11-1 o-5 17-'3-J3 All pWu stJoavtl w be Eagie 20suilrss t dri-w i5c mAetl.. Loading (pC General C R 1krk liun Lj (toe) Armed 7CU.; 20 Bid@Code: CBC241tie 7'C: d]M(1-2) VatTJ: 036in L}557 (6-7} LiM TC'DL: 21 IR14014 BC. O,67(647 VheLL 0-12m L}999 (lr7j L}3W BOLL: 0 RepMbr: Yea V4tb: Ob3(1-7) EoraTL: U3in 5 SCf3l : la Lumber!)M— 115 % Reaction TC BtgCambe SrgWdth Rgd33g'Wdth NtmR� w maxi-iil lrpha 'YbX 4i,iduo1S1 m.uplih Max MaxFan 55 in 150in I,(>615 in 92Em 5 1 .55 in 1 bin IX5 me Material TC: DPI•,#1 2 x 4 BC, DFL Nl 2 x 4 Vih DEL #2 2 x 4 excegx: D",Z2x8r9-9,10.5 Bracing TC: Sl—hedae-Fmr5ns at 2-" Amin design by Olhm- BCt Sf�dtndt,rAutinsatl(}1}O,PtuGrtdesign6] Gtihas, L)WIS 01-h3s truss has bmi deigned for the effeds due to lff WbWom dxmt Lve kud pin dyad IQA- 2}Thistms9hmb=desigJodkrrheCMMofwindltradsinwmfdmmmthA9-?-IOviththefn➢mmngusmdeimdinput:110mph(TRIC udt, C. End vesLC.ah;<yllip, Risk Calq�exy ACNmg Rkdgf)ims 25 0 x 60 ft. h= 15 ft, End Sore Truss,Bohh tmI webs masir3aal. DOL= 1.6C 3)b4b irravn sWageastic km&ng has bom appEod in ammdmm with IK: Ib07, 41A 210 bs mavmgJspoinkler poem load has beat applied to ttu; BC Lncuna,r wit}[ vLWd%cad + Eve bad& 5)**•Lnlir pxpWmind loadinghas been appliedtomwekas9-1&104 Nkmber Forces Tableuhdiae:KbFbt!IDoUC!fo1sanlWIMItE03MbIMdoJHWfiffl3WtW1tAEjQJviaur.g1[rli.itlitrmaslrownin table f131fl�1 ��1o��ss r ce Q No. C72517 r CP OF CW 1 I G7 5em I ? I. P ib I� noag h]411� 3b OQM" .uoJsn 4-3 rIIQ-ffR36, t7 fu&n 3,19ft llx ?4 W)52-5561bs 2-70"L 481 Ltd 14-6 4.94J -1.9M Ila Notes 1) lkrleas nuted cAh o wiser dtr not cut or alter any (Joss Jruembm or pkr wid"i piur appryvul Tnlm a PrufCssiorul BfJgiF)ME 2) The fabmmou tolrrax for diLs mot• muss is 2V °%u (Cq = 0301. 3)1'rswidr kquatedr iaWtopoeve„t I ..11 W, 4) Drum ba lcm dlard with approved strutting atpwlm per Bracing %mmuy( 5)AIImstore wchofthistnusshas been &srgnedvAtharaid IsoiulirrCicwtb-All[wApaintsnnsuch wcbs shell be bracedladw*perpendicubrtothe plim athe uuss, l.atervi bm= s1ral Eeinsm(bd vvithin 6 "ofcarrh vmb pam Apaint. $)A mrp b der of I.a} Im bean applied Ex [Iris tmss anslys1s- 7) [lstt i wired uplft reaariaras based onI41VrFPS Only 8} PxTff T1-:0.01iN21-ffi94(10-4),A3oweble2U120. ALLPMCM FABRICATINC HANXJ1wFh RB�EE%ffDUJJNGA-w7RCSSBASIXUFCNnUSTR+MiMMUwlxa.rovlPUARLJmstnul_-fMT0RFFFR TOAIL � T-ueBuildSTnw& twamr3.6.330 CFTWD4�MWMM, UW99FOM AMQUj5M-CBIB*LSSEIICK H LMHEHAILE MFEIJ -JIRCXX-M DESIGN NDIESISSLID1S1 ITHISDESIGNASE nMrlalpmchms Aga AKE Mr m EAL E l.u'LwREqumT. uff-Ic74w II] (xi Y V4 -EN FA Fwmi.outa3 Tms AREugED OMEGAEQUIPMENF PERFORMANCE ENGINEERING TIFUS5: C1 1301 MONTALYO WAY, S M- 4 7obNatx , wallace PALM SPRINGS, CA. 92262, Date: OW19 14:33:14 760-4 9¢'79 PdjT: 1 of 1 SPAN PITCE QTY OHL OHR CAAT[•L C'AriTM PLYS SPACING WGTNLY 15-1A 0Z112 6 040 040 w 0-0-0 1 24in 7711x a 15.11.3 4-1-3 6-11-2 5=11.3 10-0-5 15 11 B Y n 0 1 TT TT 1T 4-1-9 �j•11-2 5113 A-1 -Id 10.OS 1 Si 1-$ AU plates dma tote Eagle 20 tnless aherwise furBl Lnoft(p114 General C51 LX-fiecfulll I:} (lac) Allovmd 71;LL: 20 BJdgCvda: CBC2016i TC: 0.54(3-4) McTL 0..74in L1759 (6-7) L129 TCDL: 21 TV1-2014 BC: 052L6-7) M�tAd: 0.07in Lj999 ((r7) r-J3W Bcu: 0 RepMbr: Yes %b: 0-51 Ca-Q HorsTL omin 5 13C p[ 10 LwnbaDSt L : 115 % Reaction JT Rtg Combo BrgWdth kqJPrrgWdLh MaK R=A Msx �. Uplfi &bx %1d UpL1'L _ 4iax UP[, a MM HC62 1s I 5519 ! SOin In i rrn 5 J 5Si3l 1S0in 97315s +fatcrial Sraciong -it:: DPL#i 2x4 TO orPuirLiEt3-5-O,NLrindra[gnby0thm. BC: DEL ill 2 x 4 BC; Sheathed or Purlihss a 10-0-0, Puria dtzigl by C om, dH #2 2x 4 ewIC []MS 2x 6: 9-9, 10-5 n Il 1}i1_0 031041 TOESS1 °Y ¢0 No. C72517 N rn I}M3: 111russ hP5 ban dcsigxxd lbw the ems doeto 10 p ffbottwrndtcad Awe hid plus dart kuk 2J11hrs truss hm beat desigted tr the. des ofwind 4aatds in accund.Iwe withASC'E; - 10 with the folbveing Lisa rL-fi ncd inp,rt: 110 mph (Foamed). Fit C, Eu1osed, GeA1riHp. Risk C:rq"• I) C]wnr4 Bklg dints 25 ftx 60 R, h = 15 R, EM tom Thm,Bco hand webs aunsidaerL i]Mj I Xk 31 Minimum storage attic ]oadirtg has been applied in Aooc>zd�Yre with BC i if17. 4}A294lwmnxing/spri brpointbedhas lienapplied rothel3CoorxumbuwidrodkTdral+livelv"- 5} **- lndiares FKUM rru1d kH&ng has hem 2pPhed to nraobas 91 & 10-4 Member Faroe$ 7W*mdcfit,:ldmbffID,m=CKLmkamAh�,knotmrrufacedd aaufownntAaddfamxx00jzwod=fix_X0lo6wshotintindosbrb- 1-7 rA 44 2. 1D br 36 000 -56616 -7 (K%7 Sd t tc 46 0 R1 2 6iQ Rd PLOWS 1)LMIBSnoted&hawis,—durxitcvtwakcraryVassn=hErcwj3 eAlhoulpdmgjnwalfromaRofmionalEt¢ioetz 2) The Uwicadm toltratxe for this roof truss is 2D %(Cq = 02(gL 3) Brnidr alrxlpetc drainagc to pcvcnt ponding. 4) B= bottom dtwrd with approved sheathing or putiirts per Brwng Sl r=wy.. 5)Aikarc tw6afthisumshashrnrdmigTMxilhapartelpointintheweb.Allparddpoirrlsarstxirwo&sKharbcbramdbla*pupatdioulartotheplum oftbe miss. Latent ls1tr1 be vrstulleri wridun 6"uf mch web pw4poallt, 6)Aaxp laetorof LOU has barn applied for this liuss analysis. 7)Usird wind upU actions based cmfAVARSOW [wading. S) Parapet TL LOP2 in, 2LX)4 (9-1). Ai-,wahlc`� 412U. C[ tLLP9i F151�ARRIC471 L1iAM�f�hr3FFt�'ILYt CXi[i DsLl iAh]YIRLLSSI3A51'DUI'QI1I} `tRLbSPBS[ DRAIFIIKiNi>;[lti]IiLX 1FI}1ULtYlEtltli}ALL I Tntc$urkWTnSSs 1atw2iev5.WM 0F` ME1UrizUCuQg5, Lr dimval L s&11D LhVj1ZCP awssErtKvur1LN'LHH LMHJH ib1ALP tcar[siEslCKNOr>rS ISSVeD1% f -NS DEIINrV-D Eaor Metal Pmdum Avon ww hi-RCla1 hA a }: U-M RBQMT DMCN)ALM CMYR'f gWLE NRIAL D '10EL4 ARE UM.) OMEE AEQUIPMEZV'ITERTORNIANCE ENGUNE RING Trus,,;: CIA 1301 MONTALYO WAY, STE 4 JoWarwwallam PALM 9PRiNGS. GA. 92262 Dhta: 119 14:33:20 7600-423-9479 Pagc: 1 d 2 SPAN PHEE QTY OHL OHR CANT L CANTR PLYS SPAC G Vv1 I.TM Y 15-1" OZ R2 10 D4M 043.6 0-M 0-010 2 24in 7616s t 1•�E 3-11-1 3-11-7 3 71 7 1.9�9 d-1 3 8-0-10 12-0-1 15-11-9 T TT � � M 0•2-B 0-2-9 19 2-911 3-11.7 i 3-11-7 0-0-0 3-11-7 1-9-8 d 1� a o.10 12-G-1 15-1$4 All plats shay 7aGbe Eagle 20tmless odiamim nixed 1 uMbg"n General CS1 rkllerlion U (kx) Abmv d 71CLL: 20 Bldg Cod. CK WIN TC : 0,12 (3-4) Vdt 7L; RM in L} 999 (9-M OW PCDL: 21 TP11-2014 Be: 0.15{9-1(1J ',+at1L; Rhin L}999 4 LI360 9CI1.: 0 Rimp1 br: Yet; Vkb: 0.32(12-11) HwaTL: W)2in 7 VC'DL: 1D Lumba tXOJ J 15 `>(c Rewtimn FESSI( , IT NCrxtdxi RrgWdih R.gdBrgWdrh MmRw Max(kavUphft MaxWndlpffi MEMLjp4ft MMEb3ia 15 1 55in 1-'Din 9741hts go IN 0 7 1 55in ISUin 979Dn Material Br2cling W No. C72517 to rrl TC: DFL 1l1 ix 4 '11C , SYmhed or DAFis at 6.3-0, Rlalia design by Olbers. BC: DR SS 2x 4 BC`- Sheathedalieiiiruat 10-U�-0,PinhndesignbyCttttxs- W!b: DFL n 2 x 4 exnxpt, DFLA 2x 4- 1-142-11, 3-11 + DFL. SS z x 6- 14-15,16-7 Loa& f F C u 1}"lbis truss frm beet di rigncd fnr the effects dLtctn 10pd bottom chord Eve bad ptls dead bads. 2)'Diis tnum has beds desigi)&l for the rfFids ufwird luals in acmAffix ui6ASCE7 - 10 with the Joflowiilg userdeBned input. 114 no [Padded}, Exponim C,i�JdaaedC�ab>Y15p,disk IL terall1314glams25ftx6oft,h=JSft,&xi7amTntsss,Bothend vAftamsidaed.ExM-1.fi0 3) hfinimurn stm%c antic Inadfng has heel applied in amYdmm with 1&C 16M.1 4)A 250 Jbs movinyj5pQink1 r p-im Juan bus 6mt apphad to the W oancwwi with mha dead+ Gve loads, Sj'�-lndicalcsparalxtwindi6Y�ing} lxmappliediUrnembrn314-1&l5-6 Nfunber Forces v i uin c 4K n v da tame 7C 13 213 007 IkfAf1 449lbs 9#71as 34 4_5 O.l2U A1717 -11131hs -13t71bo 5-6 rt09d 4!616� pC X 9 6.1?2 4i3 i4i r G.1 t1 i Anyihs a10 lt.ld4 iftf7� R . 10 54Hf 1-1 a #An 470 N 3-1 J d0&1 #� 16 1i15 6A71 -WIs 513 4.0'N 41016, (;1Ib.1 I •L2 0.176 '" the 54 005 -M lbs J2-11 Ul5 M6Jbs 68 0..1% 1019& NWs 1)Unlessnotedotherwisedono4catorakeranytrussmemberorpluewidui)UIyriurapproval£umaFS SasiurlalErlgirles :2)'1i r<fibdmdon uAmw oe fi;r Lhis mGf laws is 2A % {Cq = ()Mj, 3) ]Pnwide c draiie to 1"^ t pmKLin6- 4) Bra4cbcCm dtold widr apptvred shrattli og ar pudinx pa Bi aarrg 9tmlmry. 5)At1=txrexr13nfthkIrL has horndrsigncd'Ahapandpoint inlhcweb. AEPandpumisunsuchw&sshadbcbwodMa* papaldiwlulotheplale oftheuuss-Lnleralbwais}rallhehuta&dvd(hin6"ofeachwcbpe point, fi)AcrNp Wor of lik hm beets applied for (his Vws anelysia- ACLPF�FARRiC.ad711�',,HI1�'i.EI�EiCILYC�iE*SE4LIINt1ANYIRLiSS6AfiIDll�t'17HS7RLISSLAR.A141NGARbII^F+7RUL'IH7TOfih�11L'1CJN�. I TrtrGBtuld�'TlilssSaflwarev3r63?U Qt� li �IITR1.CIIl]r S. Llh4 U01Ct+5 �1 pQl f/ylllZf.�YI1Ciy'i SEI FbRIHIN Tait hiVLi�Eh1G4L.PRL1pt1( 75 ]]FSll1 [VQIES 15S'L�14TIH71 II5 I]T�SIGI 1N AU411-arrthl EUM 1- at. UPC)N RKX= L76UN'ALM CNLYV Hih ENME 6ECaL.CagIB C. Ur5R13L� aMetal PIOdnCCS OM EGAEQ[IIPMENI- PERFORMANCE ENGINEERING Ttuss; CIA 1301 MONTALVO WAY, S'iE 4 JobNaae:wal.lace PALM SPRINGS, (A 9= Dale: OW19 1433.20 76D-423-9479 Page: 2 cf 2 SPAN PrlCH QTY OHL OHR CANT CANCR FLYS SPACING WcFVPi.Y iml-19 azP2 t0 040-0 040 w 0-0-0 2 Min 761hs sMwn fcw Ous.mu i• Umzepwp malonsare ftx ai plcs.' wvDdnrii inuxsshalba4uiEadacaciw askaxmpff*.l `laols[X(kmNah[unin_133"k3lTC-1 mw@12inot BC -I mw@12incc. Vtm-Imw@12inoc Sj When applied ]owls sm up vm sick d wWcs r10 not flip girderduring gudmcxwxKtw i[:stwUim iusinD cowmaors ax dw ginki 41 c whutsuppmcd laws we4),X .Whmappliedba&meonboth[ffgindgdrmbk:diesparingand ina[alltmffcdthe oatinedotsoncrosideof$iMetarAthmclipticgixdcto imlallthe otherft&oftl5ecadrcmmonthe opposite side{wdoubIrLhrL wvoawipwk).Cvnpmwmonoppoklesidesofthegi[dashellbaodset. 91 L%aW bracing shall bcxwlW to each ply. 10}AAF4tcaxm rruninuun 2-Vrkng•wdr%otherwisenoted. 11) Nails in 1st and 2nd pty shal hcoffm fi[mx mm=%s vephm by 112 Ihcnail apaang. 12} Listed %ind uplift Fezicm bami on MWRSflikly kaling 13}ParMTL:4A1in.211M04•[jAkm%fl e21J120L 4LL PFRSC}rS FsBSRICIsY1N�� HA[ IDI QW� ERf ZII IIsf�Ik IP6�111L 3AhYTRLt S EILSFDLi [7M 1�3t3 TRLSS I7ESIQ I17R 834IIJC 4l II TRUCIYD TI7 R�HL T1141� ThkA3m WTnm 0twsre vW34 OFTHEQI•[RUCII M,UMTDG 1SAPDQLWglC SPrPCfC1HJN7FEF0=!+MMMWU T'S ZOICN MMISSM%nl 7HSMsi[ AND Ea eMetelPnlrltCtS .�tiAIiAEtL• FROME�3E tIl37(+f RE�r�1; I�lf�"t Y�IIDGt+Q.Y WIIEI^II,AC$1; ��[.+_Ilt�1t�"B:iR5.4RE t]t31� OMEGAEQUIP ENT PERFORMANCE ENGINEERING Tn]ss: C2 1301 MONTALYDWAY,, STE4 7ekNauc;wallacc PALM SPRINGS_ CA 92262 Datc- 061Ck6+19 1d:33;21 760- 23-9479 Page, I of l SPAN MCH QfY OHL OHR CANT'L CANTR PLYS 9MCING WGT{PLY 17-5-8 D,25/12 4 D•i}•0 DUO (RW D#O 1 34in 791bs I — 5 5-11IS 5-7-3 17•B•5 17-5-B 1 T 0.2512 37 _ 4I ' + TTT T NETT �1171 2 6A - 7x?p .Dim EXI I fl 0-0.0 5.7.3 5 11- 5-11-3 17-5-8 All platersaymmlobe Fa&2fAvJmo1]1EF% en r A ]Axmft (psC General CxST DO&Ctinm L; Roc) All Weti TCU: 20 SldgCode: C6C2016f TC: Ob1(3-4) MetTL 034in L)5K9 (6-7) t.�SQ TCDL.: 2l TP11-21i1d BC: 0.66(tr7} )+eftLL. 0.11in L)999 (6-7) Lf W BCLL: 0 RtpMbr= Yen VAb; 059CI71 HoMIL Min S SCDL : 10 L HAXT QOL 115 9E RetlCfitln CQ —Sf - K HE � 1T S. ^ Cbmbo 13m mid! h d Dry W J.a MOA ltc;,r. 1wln,t UW G ft MWVqA414U Max Mat khr 8 1 5-5in ISDin 1,065 ES 92tas ¢ `'9 5 1 55in 150io I,Ofis En Nslterial Bracing w ALf3-T517 m TIC: DFL4l Zx4 TC: 9re�rlrndwptulinsat�-1-0.P1aF�rrdcsi grt b}' Others. Of M 13C: DFL*1 2 x 4 BC: S mhedofParhmal1Q-0-0.Hudedesignby0t1m. VkEr DFL #2 2 x 4 uarp[= DFLSS2xfx9$.IQ5 j 1V1ti Loads 1) This truss Iran bBm designed forthe effects due to 10 psf bottom dwKd hve load plus dcad kwk 2) This truss has bem designed fortbe effects cf Ynnd beds in aorxndxu=v;i hA510E7 - 10 with Hx fatlo-> t user Mxcd input; 110 mph IFr a=A Mpoame C.hMteed,UbWHp. Risk Category ILOverallBidgDin1525ftx60IN. h 15ft. &rrt7auesTnns,HuthendweEKcermidmnd-DOL=1-M 3jMiuiuuun avrw attickxdinghasbearappliedinarxardw=AthIBC 1607.1 4)A2Mtbsm%!Vspfif&krpnintloadhasb=appLbdtothe BCwn ntmvithWwTcard+live loads. 5) "- Wcates parapet wind kaRnghas 1�en applied to mauler 9-1 & 10-4 lRfen&rForces v ; 1 nr:o,amOLow"b ,sm %ILL .A,l�.,r 'FC 11-2 6 iL7 S LS15 AM 3.3 D,i1? .11 74 Ab #.1 0.6lp1 '�n7C' R++ _ OMEGAEQU PMEN-T PERFORMANCT FNGFWEMG 'truss; 0 1301 MON'TALVO WAY, STE 4 Jnhhlame: wallace PAIMSPRINGS, CA- 922b2 hale_ OWC9 14-73-21 760-423-9M Page: 1 of 1 SPATE PrrcH QTY OHL. OHR CANT L CANTR PLYS SPACING WGTIPLY 16-M U25M 4 0-M kw 043-0 043lO 1 24in 761b� n � =-3 a-11-2 5-1 • -3 -{ 4-11 3 11}i b-5 1 fr9-8 0 T TTTT z 1T1 n ii 0 9 0 � 4•ti� 5-11-2 5.11.3 0-0-D i 4-1 1-9 10-10-5 ' 169 9 All placesshmntoheR$g1e20wdezriht:nvi r"ed. Ijmding(piA) Genera! CSI Defleedon U (lac) wed 7C[L : 2IS SkIg Codc : CSC 2(}161 T1C : OS7 (3-4) iidd TL- f1-29 i n Ll C>59 l(*7) Lf 240 7CUL: 2t TP11-2nt4 Rr: A-59(6-7) )rILi- OA9iu L1999 (6-7) L}W BCLL : 0 F V Mbr: Yes v0b : 0.59 (0) HWZ'111: W2 In 5 BCDL: 10 LumbeFIR kL.: 115 ih d310 4f RAF EIS Ton JT R ]T rgCrn,6n $rgi'iSd[h ligd 67eillid1h Mex Reuc. '47rvs Crn- L--pb11 T41axWnd Jrphtt Max C:phfl h+laxHofl2 Q H E 1 35.in 190in I "PLL III 92 b" „{ 40 A. g Q 5 1 55in 1-%in IP24N Material Orwhig Z TC- CMA1 '2 x d T14: No. C72517 W r" RC: DFLN1 2 x 4 BC:.9>evthedis llllrlihs ]G40 Rtrlrs desi 15v Cxhcs. Vkb: CFI. #2 2 x 4 exuept DFL SS 2 x 6: 9$, 1b 5 Loads CI hI 1) This Uum has bear derided far the effeds due to 10 psf bittorn chord hxe bad pku dui bait. z 2) This truss has beat desigred for the effects of wind loads in aoomdwce vri1h.45CF 7 -10 with the foD MT3g w xrdeftned inpue 110 mph (F;racmd), a F CW1 C, F [`#1iqFlip, $ oak i�gtmry 14 {leatnll RHg 17itt� 25 ft x fA ft, h = 15 h. FiNl Z�w>�Truss, Buth erid webs rnnsidaeri Lk7] -_ ],6p 3) Mfd3nwn sumip xtic loading has b= applied in wcatdarwcvilh 034'- 1607.1 4)A2%bsmovLn00nll pointloadhas beenappliedtotherBCmnom=twith ndHTr6ad+Evcbads. 5) "'- 44F tcs pampa wind kpa&ng has been applied I mmkem 9.1 & 14.4 McEmher Form rk :dam: t,iffrlff ff) � Tim Tim icur, r nrix qx bw if 7'C 11 0343 -.fin16 2-3 DAU -2-7.i61bs 11,4 a9e7 z7n} 4-8 CLrM -Q17N W 6.7 b 50 ZM1 TN Wb 18 0a% AMA. 2* M11 3An. {,?MM to 0.525 2.733 An )-. 144 MON, 5w 14c 27 CLW4 SQ7114 054? 2A47 the Naks I)LJF*L%nmedu&=Wse, dbnot artdrabYMYinksffWJtil]@'rA*e� withuuIpuKzip pruvdhunaPSmfM1xi4Roginm 2)The fdric iuntuba frutltd4Fmfu s5is20%(Cq=0.90). 3)Plmdleadequat6dtain topTeveotpondins. 4) H3mw bapatn dKxd widi approved sbeatbi kg or lets Ess Bruin& SLMUnwy 5)Aa6mrArn1evm:hofthis trusshas bomdmigradwthepmdpcintinthe meb-Mpandlpa q.icrosud,acheishallhebracedLtaallyperpendiauhutotheplane 411r- :uss. Ldt7l hrfxs sW he luas bd witlpn 6 "of ar h wrb pwA point. 6)A chap factor if 1.00 has been applied for this truss mat %is. 7)ListedwindufMftmwic msbouvicalMWFRSCft11ykweak@. 9)PsiTL•4.02in•aL a140-1),Akvw4t214120, ALLPFR90P RaR]CAS'LVCc �EZEC!TH ORDI` �ANYTRt65SASMU1)CN HISTRl.5SbF3lQ+1Dx.4WnC'REDIVMLr-TM710RJ�FERTDALL IT—Bkn1,WfmmSoftwaw,5.6.330 CFTFEE,UM 10ECM,LIhIl7PL C{ Be4PDQL'Ad CAMLOIZ-5UFMHINTHERkQEt EIALMOD-tCrSDEMTV€}LOISSUD1AfIH'IHISt]F IGMk`D F3g]BMGt21Pto�ict5 AW4L3LELS WFACf-EUf��,DESrr4K%kLIRCNLYVAUdEN-LE ME;IAJ:UM 1131i5 WEIMED GME'GAEQUIPMENT PERFORMANCE ENGINEERING Truax. D 1301 MDVTALVO WAY, STE 4 7owamc:w0aee PALM SPRINGS, CA 92262 Datc: OXK19 14:3122 760-423- 479 SPAN Prrcli QTY OHL OHR CA-NTL CANTR PLYS SPACING VaiLa�TIrLY 13-7-8 0112 12 mw w 0 041 0-0-0 1 16u1 611bs T 0 rw 13-7-B 468 , 46g 4-" 2V I 61- 2,11 6x - 7x10 - 214 4-9-G ' �•6.8 All plates drown to be F.•,agle 20 tmlem odtemse rmnd Lft (pp General CSI TCLL. 6D Bldg Code: CSC2j3W TaC: 036(3-4) ]MI.: 45 'IF]I-M4 5c: O.M[tr7) ECLL: 0 RgjMhr: 1&a V4Eb: OS6(1-7) BCDL: 15 Lumba=-.: 115 % Reactkm 4-6-9 { 4 6 8 Deflectian U (Ltc) A■trw VM TL• O�Lk i ri Li 706 (6-7) L1240 Yea LL: Q 1 in L} 999 (6-7) L J 360 Harz 71,; 002 Ln 5 Tr lire Curiku Srg V"i RyJ R g)Mdth Max Rtma Ma GFsv l:pRR Max%d Lpb MmUpkil Max Eori.x S 1 15 ift — 1,1si bs 321br 5 1 1.5in — 1011bs M2leerlal Bracing TO 13FL#1 2x 4 TC: Sheathed&Rrllinsat3-2-0.FuFLftdesign bh (khan. 111L*1 zx d SC: RyeabAe x KEns& IUZ-4.FlEhudesigahyOlbaL EH. #2 2 x 4 Loads 1) This truss flea bean desigmd for the effects dueto 10 psf hou,xn d1wd five Itod plrs deed krudk 2) TIds tnss hm been "p W far the effms of wind loads in axordmce wiT T -10 with dlefollowillg userd&nal inpui, 110 trglh (Fapup4, C, Fsuklsrxl, {s&ftp, Risk Gatgaty iL Overall Bldg Dims 25 it x W ft, h = 15 ft. Did Zone Thuss, Both end webs c midmd. DI L= 1.60 3) Min mLun ereaagc ffitic ku�ng has bom applied in acvaldmvm wi th IBC ld(t7.1 4)A25DOxmovmg1tMnklmpointloadhasbow died eodteBC[xvrta muvnthntharil+liveIDa . Nkaftr Forces Ift idmm Mmrt 1D mu c CM� Im mW vm awma Ir 11-2 Rlf i i lliG tla I2-S "J3 us I34 0-IN -110S ]br i WE :-5 HI--1-LLWr. L-f ullr7 -fiU l. Hi S:Sii} a•?f II �. 17 05 2 2,W91 s 25 4.132-3981ha #4 CMI ?]h€ Notes 1) Unbs nutcd Odx wise, da slot aut ar alter any tnas fnlemberar pole without priorsppravalfrnm aPwfemiormlFngin� 2)Thefa dca6mtrAmmmfor thismLpflnimisM�q,.(C.q=O$Ok 3)Hangersare forgr*hiaintr"atia3"4IMEAhMq spsirnanufadwtx�sIEaRanmdatiam. 4)RvddoatiNuacikailt plopn vwpondittg, 5) Btaa bnttaa dM with BVPWW shcazlung Qr PLUhm Pet BnCMg SUurtrnaa}'• Oi A ants factor of 1 X has b= aWlfei *wffus fRms R alyeis, 7)UsledWind upliftmxlionstmmdOnNRVF2SOnlyk�i' g. 4-0-0 fulf 3 O P,HEM 0 'c No. C72517 N Sol ATLPM901%FPLARIC HkMUl%1j;WCMG3Ctt>}v�,vVYvIMBASED LF43NIH$TRMnESICNMAWNUARE11-MU TEIDTORfiFER10ALL I TwEmiMTnmSofrwamv5.633D OF'1IMQ+ISIRI7CIIG1^S,LQ+11'DOCNSAIVQU°dMC+V70WS I'k4MMIX'12ihhM2t.M%L'1L1 ]ICf5DSK31,M]MLS5L( WCTH7}U.SDESICHAND F�gleMetalPtodu.ts AV II L1;}itC7(4iMh LFON RH;!LE5T. M kIM MUMC J.Y WIMEALi Eir>1 L C74hL ARf ATtELS[�U OMEGA EQUIPI4;Nf PERFORMANC-E ENGINEERING Tnlss: D1 1%1 MONTALVO WAY, SM- 4 lobNwnr:v aRacc PAINT SPRINGS, CA. 92262 Date: 01%19 14:33:22 760-423-9479 = l ctf l SPAN Pfl'(Ii QTY OHL OHR CANI'L CANPR P1YS SPACING war/14x 4-54 002 I? 3 0-M w OW &IA I 16 in 19lbs i 1 4-3-4 4-5-4 4-5-4 21 . 3.4 . 2.41 4-5-4 _J 4-r}4 All plates down lobe 8ag10 24 tu[lcss othe[vri a rmd in Kling (ps€) General (S[ Defealon I1 [lUC) ABywed '1101.: 60 Bldg Code. CBC2O16) TC: M(1-2) Nkr[TL: ODSin L19W 0-4) L1240 TCDL: 45 T131-2014 BC: 02ft3dj VatLL, 002in L19W {34) LON) SCLJ-: 0 RrpMhr: yes V*b: 0A3(14) HorETL: in 3 BCDL: 15 LumherD.QL: III `C JT Di .0 Ff �Coanhn E}TgllirLh RgdSngVil�ilh h+willr.Wi M�c43ru�lJpLll l�tx4iE.niUp&fi Fdnxllpli[x 'd.4utHorta as Jo ! FE5S) 4 1 15 in — 429 Bm 32 L6 3 I l5in Mad:el-W Sracirlg d TC: DIL#1 2x 4 TC: 5hmhtdorwrl;nnnt&r -p Auk design by Offim. No. C72517 N BC; ❑R, #1 2 x 4 3C: Sbahed orFu hm at I Q44. Ptulin *sign by Othas. M z7 Wb: DFL #2 2 x 4 IA�S ij T1ns trussltaa bern t!<sipwd fivrthe effeas due to 10 prafkwncmt r#rnrd Eve load plus ri�i load3. 2jThis tfusslmhtmndtaigndlflrtlu c&nsofuhdkWsinamondancxwid[ASM-10with Ocfokmingwadefitted-vtpur- Ilbmph lrracl+sRdj. C+,I C,Ewk@edC,aWEp,RiskCuagaryIF, O++aaSBldgDow 25ttxbitfl,h=I5ft. EAZotrtTram,Bethrndwebs oumidai5d. DOL=IAO 3j hlinimurn storageattic lawiing has been �pli�xl in wawdaue! will IBC 16(T7.1 i 4)A2501&mo+iv&4pdnkbrpointloont[asbemappEed[othe BCmrkmnentw,IhothcrdBad+Eve loam. Men*WrForces%b1eMjkvwNhtaAMOXCSI,MawitbmqMMRXZMitimhwulannaRNpW,tPaouirrmpmet„3M&ffitOa*nmaim W& TC 1) UPS Lined odiaMse, do poi cut or -aamy i Puss nxrebtr or *c,,Athem p rI xappmual fimn aPmfessionaLE ghteta 2)The frtbfsca. Colt-, r tee :ksIoafhvasis3[1%(C'q=OSQ). 3)IEaigmair kwVaphiadintr"ationonly. hu€to➢hwkgemper in&kfaawtrsascgranlrP tipns, 4) Ptnvide adrriuetcdeams�c tapn_vrnt pca�dirig, 5) Brax bottern ctb&dmLhappwvM2phnihngerpuFk6puBradng5wImaffy 6]Acap&aarof l,110butbeenq*adfordR%wxLzataly9is, 7] 1-i2;t,cd wirxiuphft Raliaasbased one N WFRSpr4 k)Wing, AT LPERSEM FABRTC S H*IIaII e%KDL?P711TbL�TRUSS L*MCNM.avKR[wc�AREMsntrC TOREFERTOALL RwBwdld(&Tnm Soi'twuevs-d330 CF11-EMIR=ON5,UM=CNSAPDQUALHCJUPCtuSSh Kmi-uarHFnaEmuALPROUX-I-SIXNCJCN07Ii ISSLIDwr[H'n-usDmEE AND ragle letalPlaiuts AVkU-kB � FRCM F 1(d h LI'LIV KwojFay zEsi iPiwm o LvwiEN EACL6h1EEN.()C;C•R*1:f:1[Iiti ARE L M t OMEGAEQUIPMFNTPERFORMANCE EN(iMERING Tnim D2 1301 MONTMLVO WAY, STF 4 JaWame:wallacr PALM SPR2140S, (A. 92262 pate: 03 K19 14-33:73 7 ff}g13-94?9 paper I of SPAN PJrCH QTY OHL OHR CkgTL CANT PLYS SPACING MillA'LY 919-0 0/12 lb 04M 0-0-0 0-M 040 l 16in +1 Ibb � sea 4-10-0 �•1 •L' 4.10.0 9-9-0 Al 65- 2AI s}0 01p{} 4-10-0 4-10-4 4-10-0 9-S-0 All plates shwft to be Ease tau less otherwise riled I.,Kadin&1P 7 General CS1 Defketim 11 (10C) Mooted TC : 60 131dgCode- CBC201ty TC: 03?(2-3) vat'11: R1 iti L{999 (4-5) L1240 TML- 45 TM 1.2014 BC: 0.22 (45) VaL LL; 0-04 in L/059 5 Lf 360 BCLJ-.- 0 RepMbr: Yla Vft: 035(1 5) FI=TL: Din 4 BC'135.: 15 LwnIcTDLQL: 115% Reaeflan JT 6 Cainko 35Z rhic9lh Pc'd 1Bra Wdth Max Reid MaxCxav l-lphft Mali VMrtd UVEa MaxUOft Max Honx 6 1 15 in — M bs - -12 he 4 1 13 in — 852 69 Material Rraclmg TC: LPL*12x4 TC: shedmPurim at440,Rahn dmignbyOdrmrs- UCL DFL#12x4 BC: la�bcdcwII rlrzelI(W60,RLrtindesignbyOthea. Vhgic DFLk2 2 x 4 LA®d5 1) T1us tnss ILamt b=daigro3 for Ihccliaus duc to 10 psf bomarn chard bye bad phu dead km&s. 2)T}listruss hag beel'idwpeifor lhttF6d%ciFwindba-hinsawakLneuithASCE",-14withtheFokwinguacdrfinrrlinput 110mph,FA;v C.Fmclosedri®b1d1 EP,RiskCkeemyAOvcABldgDMW 25ftxb0f4h= 15ft. End ZoneT]ruts.BolhwAmalbsoamsideed_ T70L= I19R 3}A.linirrukm storagealtie kmdiug has lied appLird ina x mlam with MC 14W.I 4)A 750I�hmc>4vr spfikkpoLLLI bad has beat apphad w Lhe. BC ma n=wahethwdead4l1YC15tad4- NkntwrFnrces nb6 wKl- :MaIiwTD,�C9�imlkQ{ rMAmrQrb"irditlbwLaMFMOM k9ft ih]14'tllmmamaa`lXOtL Sli�mMIGGaIe .Fr 1 ' a.saa 4.743 N 12-3 OM 4.:4.311a 6346 1849k o 13-5 Q346 1,0 N NWs 1}TJrLkncnotedotherMwdoaclcut rxahffNiyhassrnnnbrsPrP6fEwirlwutp[iorrwuValbxnaB tkx ,U[LalRag] 2} The falxic»4n toloaooe Tor [his roofmass is 20 %{Cq = OY& 3} HmEes an• fargraphical i ntnTNetation only. InstaV hmgea per' mwuhk7weLIs PemT r[cr�rxrc. 4} provide adeytate dr4W to pmwcni ponding- 5} Srarahovum chord with approwd straltungcm purhn%per $racing Summary, 6}Aaut:pfactoro(1Mh2sbeatappliedforrubstrussaYraly 7)Li9tei vdn " 1 TeaAinnK bawd on W&RSCk4 biding. No. C 72517 w ALLPl�2-aor$Fs4l3R1CF1ht'II�lsIG.EIIBCOMr,pdtll+O`II1ILi'IG.4[+tYTR[]LS56,+�S�L]PC3t9'n�tS•n�t�SPESICiWDRr1141CVGrV�f145ITQ1CIlirIC}IiLll•1i7�}J�JL I TrueBuild�TrussSofLwalev5.G3'3b CFT]�L�A571iUCIiQt] L1hffk%77CdSA1+AQC1411FTCr71Gt 5)T1�lfLTt1IN]iliflLf3BM1ifXLIKt[)OUC15i]ESI�1r�iIF51�,4FJ]WTTH7WSf@i[GNA1 agkhkiLtPmdircts AVRABME RONIL4-A-LIJPCWRLFLM DSICNWED sp+F-YWM-NFAUR&FW.(UNTa7W.S 4REL18M OMFGAFQUIPMENTPERP'ORMANUEFNC.INF.FR]NG 'buss: H I; O I h4[ NTAL.VO WAY, STE 4 khNarne: wambu PAIMSPRINGS.CA.92.262 Date: {ki"19 14.3,1;2M1 76C1423-9479 Page: 1 of i SPAN PITCH QTY OHL OHR CANTL CAN•L-R PLYS SPACNG WGTJPLY 6-M 025112 I1 0-0-0 04W 0-0-0 040 I 24in ?(rlkB G-8 -0 2-11-4 2 y 1 4 9 9 9 3 B 12 6-8-0 3xd • 2x6 1 0 25 12 3�4 - tT4�T 17 �11 a 1-yd-2 R�h1 I i 4 u T 2rw I az8 • 21A D-8-0 0�9-0 fl�0 0 B B 2-114 2.11.4 4BB 3-8-12 ti90 All plat+;s Owmm t6 to Eagle 20 unless dherwise rxted Loading {pM General CSI Wle0en V (kc) Aflslwed 41CLL: n SldgCo&: CBC201U 712- 0.10(34) M�rtTL_ 0.01in L199y (6-7) Lim 7Y'.DL.: 21 TPI 1.2014 EC: 0.10 (Cr7) UM il., 0.01 in L 1999 (6-7) LOW BCLL: 0 RepMbr- YCS Hob: 0.10(I-8) Hor7.71= 0Ln i Bcm: 10 LaahberDG .: 115 Reaction i'i BwCombo 11 V4irJth R dR1 V&k11 M:uRm Mm4&mUrilft bluVnd i11 149etil It [44utlioeix 4 L i 3 in 417 Ixs 5abs 5 1 15 ut — 4171x E+3 � riw Brachg W TC: DEL #I 2 x 4 TC: Sh eWhod a Pu d= at 6-. U, Haim dmign by {]these. W" RC: AFL O 2 x 4 cxu*i 11C: S7tralhdi a Fiuli ns at I L1 D4. Furfin d�aigtt by CMt1as nlF.*z 2x 4: 8-9 Wy Lf. #2 2 x 4 LAALLS 11 Tt is tiusshw;beaidmgyd for the d5tth due to iO [mf hohnm chant live load phis deai loads. 2) Ttus truss has bem dmigued fix -the effects of windJmds in ammdwoc vAdhASM -10 with The fo➢awirsg user defined input: 110 mph (IReiored}, Exposure C. EmmldaeiClmbWRp,RiskC egayILCmyaRBkJgDims25ftxfit]It,h-15A.r1rd7AneThus,Bothend Okisi6td.DM=1.60 3)Knimurnsum-wcmiC� Idltlghasbeatapp�Winaomml twewithIBC 1607.1 4)A250Exmovinglspdr&1& paint kuarlhag kmappliaftothe BCwna mtilwithtxhrrOmd+livvkheds. Member Forces Tgbkwriin6 M,�mcepi,— mud kmrrry:c"CC 40ayi—mArkn3CGxneahoa�infree�le TC 114 ULiD -)j' E¢ W DAN -3nrb. 33,4 OAM 4.19111% 1 I la Qu9F 5Mhi (429lin}la•4 Oka,-3$5rb* B-G O.Dn 411IFn 17111n7 1)Unbssnoledathawise_daadcut oratratoymtaam=bworplatewitimtpriorapptoualfrontaPmfmsinnal1-iieri ee 2l'Ihe f*6Cation to6wre for this rnof bms is 20 %(Cq= OR)). 3}Fmam=fvr gwWcAinmpualiononly, ]nsu hangar per mamu&pwcesmxmmaldatzons. 4) Piovideade)ttatedn:negc top c mt pond . 5) Bnce bcaoin dmd with apimuwed sheathing tx puelins pa Bracing Sanwa y. 61At11=r one web ofthistruss hasbrandnsigrdivnthapwdpointinthe vAh. AOpwdpoints utsuchwe1�shellbebtarorllame*-pMmAicWwtothepdme ofthrvuwLA" brxmsha0beiwm&dwitlnn6"ofeach webpandpai , ,)A Mvpfaftorcif1Mhasbemapphcdforthisteucsasatysis_ 8) listed wind upTitt tea miam bmrd un %fM�R50n1y ion �s DFESS/ No. C72517 � rn m ALL.PIIZSt7[+1SFA13RF-�a7iNt2,FW�UIII�CxITLS�IIa[3CR>ri5'LOLLING.a[+ff`tRu65l3tsIDt�7Lw7HS7RL�5DESIl'�1 L�eAmi4t1.4N�iF�IRUL'TED'mRFFi7<z'mAll- I TzueBuild�TtussS❑Fhva�ev5.633U OF UIUUMLICRQQS,III L�IOC6�i Qt)q[IFIGa17bt 891rS7tnHNIMEIk[.LhMEUV.PRCXXX-f-S11�51Cr�1NOM;ISSLMWM1fIIuSumaAm •INIA FMMgp{7.E[FCNRL 1'•L1EmcwvLwU4.Y�wme7 FbfaF.t41FTPJ.00 'IpELSARLL&ELS. gloMrialPmti7cts OMEGAEQUIPMENT PERFORMANCE ENGINEERING Truss: E1 1301 MONTALVO WAY, = 4 7obName: Wallace PALIv1SPRING9, CA, 92.2Q Date: [W19 14:33:24 760423-9W79 F*- 1 of 1 SPAN PICCH QTY OHL OHR CANTL CANTR PLYS SPACING WCC(PLY 6-3.4 0-25112 1 04" 040lO 0-M 040 1 24in 30166 3-44 2 11 3-4-0 B 9 4 3sW • 0.25 12 21,41 `- o-0 0 1l-a•a 3-d-4 2-11-4 3-4-0 6-3.4 All plates Sh %nintm Fagle 241at1m otherwim rel ad. Lpadlatg[plM General C5I Ueflecdfon 11 (tee) Allow TCLL: 20 13 gCode; CBC203(W TC: 0.15{I-2j ve"'IL: VD2in L}999 (5..6) LI?AB TrT)L- 21 TP11.2014 BC: 0.14{5-bj 'VZLL; "I in LI%9 (5-6) L064 11CLL. 0 Repl+iht; No WEb: 0,09{35] IIOMTI-. Din 4 BCDL- 10 Luon6e7apL 115% Be 1Tf.ft Cbmbu B Vddtll dB3gVALh h•LmRma MaKOMY ik &bA1 ndU lift Max $ MaxHona 6 1 9.5in 1 min -. 7W 62bs 4 1 15 ut — 396 hs i Material Bra 4 + TC; DFL # 1 ? x 4 TC : ll=hW ar Pw5m w &3jD Puliin design by Olhes- }j BC; DJ-L#1 Px 4 BC: %wmhmdcicPb6rsar I04W.Nubndmgtnbyfllhr& V917b- EffL 42 2 x 4 Loa& 1) This rFuss hm bern rleaiWXd for the cocas dW to 10 psf bottom chord b ve load phis dead bais- 2)This Imss has beeodesigiedRw (he dvatofwirdloadsinamndwKev thASCU-10vriththeFol)Dwiogusecde5nedinput_ 110mpllTwtumAEupowe C. FndusA GebWFRP. Risk Clegoay ET CvdallBldg Dams 25 ft x SO f , h - 15 it. End Zorr Trm. $o1h aA oche omuidered• DGL= 1.60 3)MinimwstmgeAticIoadinghasWeft appiie9inaLxx dmxuwishIBCI6M.1 4)A M Ibs muuinglspri Wes Paid bad has heala4PJied to dw BC earraurem w sh arherdmd+ rvc 4ads- Men**rForces 'f" w,&� N6r&,m,.—(-,Z�.,.ay.;15—,Ow,W*K,-rfdjffmn"Tknuawi®1fm*Oft5'foioesm0-co. ir.ftptk 7C 11-2 6.) -,A -M It* 1213 11:36 401 Ih 18 IF.rW1 -=N Yes 1VIM ,rr.pn I-3 Q%W 40 Itz (-M 11sr 3-4 O Al -3m um Nlotes 1)Unlessnnrednthawis4dnnog cut oralterany tmusmanheiorplatewtllwurpnurHp o walfiumaftQtmsiunalWrom 2j liefabaitndonWkrZocfordvsroaf'Iruasis24`&{Cq=0^ 3)1Ian isfurtpq-+hiralini"i6onrnly-InstallhangrrprzmmuWvng$7emninwidAtion. 4) Fmyide adeglyde drainage to pm em pondmg 5) Maw bwomdiwdwithsppmvdsheal"orpLuluLsprrBrdcmn 9mruraay, MA aap faaorof 1.00 has born applied 8or (his puss analysis- 7) Listed wind upLfi 1eadons bfted nn MIMRS U* loading. sour , INN N "C72517 CO � Ic L .4tLPF�tSi�c/�7ulei.HA1�L�CxHtBCIINGOd�II^SIALIIVGhh'Y'IR[]6SBASfDLrt�r7Hs'IRLSS>BSI[a�r�R.4b41[YGARFsQ�b'3Al1CIID1t7xu�t'1t�.411. I T1ueBwld�TttusSoflwarek5-G3_''0' OFli$IC+LS1R1.iIi4C+6.LA4'L4iIC�54hDQl],4T..lFIC,1710t�5ETH0[iiTilN7i6G1C$EMGpIL.YfGt)lllX:I51�,1L�lMJIYSISSLFL7WrIH'IHI.SIIFS]GNAi~I1 EAg�B+lolall'lndilic� A}fQ/ML8MOM BAdiiXUr-YWUL4'ZD1YQNW11L3UfCYWkM!iUa-E ¢MILMI T-10RSARF.13M s a ra n— -,,.I —. n DfV EGAEQLIPMENT PERFORMANCE ENGINEERING Truss: E2 1301 LMONTALVO WAY, STE 4 h3bNaw-walnore PALM SPRINGS, CA, 92262 Dare, OMW19 14,33,25 750473-9474 Page: I of I SPAN P3ICi QTY 01HL GHR Ckt17L {'ANTR PLYS SPACING %kK3 oPLY 5-7-3 UPSJ12 d w O-M 000 0ID-0 1 2�in 29N 5-7-& 2.11.4 2 b 4 5-7-8 41l4 - 0.25 12 211 1 41 - o-o-o o-a-o "-4 F-11-4 2-6-4 5-7-8 All plates dmnto he Eapk M t:stess nlharwist nmrd 1•nading {Psf1 General CST Nfleclion IJ (1w) Allowved TULL- 20 MgC-odr: CDCN1fa+ TC: 0.10(2-3) Vn7L Viin L1999 (4-5) Lf240 1 COL ; 21 TPI 1-2014 BC: 0.U9 (4-5) Val LL- 0 in 1- f 999 (45) Lf W PC[].; 0 REpb&q: Yes Vibb: 0.07(1-$) IiwaTL: Din 4 BCDL: 10 Lumtarl),Q,L,; 115`k Reaction J'!BfUC%ibo SrglSldth RgdSrg'Mdlh Max Rew Am QuvLTp@t M3xY WUpfift MaxUpifa Max Hcliz 03104 �kj)FESSJ 1 Fi�� 6 ] 15 in — 36316a 62 Im � � 4 i l3ot — M3is NlaWrWcQ Ba-acing TC: Dl�L*12x4 TC= 9tt�}torinrRulinsar6-3rl,l�ulindes LU f]- 7 �7 BC: D11L*1 2x 4 BC: Slffllttdcrl)ulnsa{?q [pMndcsignbyCthas• web; DFL *2 2 x 4 1 Joa[i5 )'this nuns h=fret dad" for the leas due ro 10 psfhotlom d w3rti livc kmd plus dcdd bads. 2)ThistrmWbccndmgrW kortbeeffwsofuv)(ikadsinxordhuewidkA.7-lOwthtkfbk%m9Uwde5nedinput:llOmphjiFawk4,FA UM OF C,Fiudw&s {'mhWRip,Risk Cmagary& LhTml Bldg Dum25ftxEU@,h=15fl,Erd?zwTFuxs,Hnthend weNomsidaed. DOL=1j6D CAO 3) Maimum stoiagyatlic ]Haling has bum implied in awodance with IBC 1607.1 4)A 250 bs mowinglsVHnkler point load has been qihci to the 1IC ow aml vn[h ntherdead i- Eve b". MembcP Fortes A* wadi= Dferturid, rrac as am aria kKA wm OYW- SW YF ' a t tKw mix anal two4 rani4 E es waauw Wt, m shm m to &6 bhk to U-cm 3751ha iA] N4ks 1)UrkssWad OdWIV Mdarwiut(asahcuayuutsgtt:taribaoa-plalewithoutPaptappPNjdit=aPmf=,iataalkngin= 2)171e ft>laicdon toLmce for dtis loaf miss is 20 % (Cg= UO). 3) RmSm ate fargmphirml i nftTmmrion only. LtsW hangtas p.-j mtmaba mds Pwwnrn ndXi pang, 4) Ro4ide adequotcdaaizW toptaarmt pmxbg• 5) Bracc bottom choed with appuowsl ahradujfi tx PWIU parBiacing Sualmmy. 6)Aa=phctorod: t,OOhmbeenapphadfor lhistwmama 915• 7) Ustad wind uplift taftims bored on M WFRSCX* haling. 4ILRAR-iQtdiFAMCi4RrC HAI1 t EROt IL4fCRR4914LUNf)A-NY"IRUSSBPSML•[ t'%'IMIRLMDESICNDRAWMGAREr['�ML17WTORffMLUhLL I Tr=BaldVTrLm3dtwatEv5-&33D i CFTHE AS'1Rtj771W6,UM`L agSANDQU&i1m:tiIcmsErp=DgTFERkmENmrALITLCJCpSUL&UNW1I:SISNULDwr[lifH5DFST(-NAN) EagleUetalPr[�til� AVaABLE1-RMEXU-h L" RB7= DOJQqWADOPILVAENZAaLtFIIildd..UJ+PEZIMSAREINFU OMEGAEQUPMENTPERFORMANCE ENGMERiNG Truss- F2A 1301 MONTALVO WAY, S E 4 dohNanae,wallare PALM SPRINUS. CA. 92262 D=: OMW ]9 14:33.25 7t:i0-42--9479 Park; 1 of 2 SPAN PTfCH QTY OHL 4HR CANT I . CANT R MYS SPACING WGTJPL.Y 5-7-8 0.2512 4 0-" 0-0-0 &04) 04A 3 24in 28ft �-7-9 2-8-4 2-11-4 2-84 5-7-8 4x4 0.25 1;� 2r4 0 a I 411 • 2 a, 2-8-4 2-ri-a 2-8-4 AllplaomdwmntoheT-igle20unless aly, Twwnoted lAwing(psfj General C-SI ]kflection U IWO A wmd TOLL: 24 BldgCodc CBC2016/ TC- 0,T(2-3) WrtTL; Gin Lf994 {+I-5) I.1240 TC,6L: 23 7111-Z)14 I SC - I 0.03 (4-5) WitU.: fl in L1999 {4 5) LIYk BOIL: 0 RepMlw: Yce Va}b: 0.04(15) HortTL- dm 4 Bcm, If) LumbcrD,C.L. t 115 % Rewfim Jr' BLgCwuix, BrgU`k li Rgd)8tgV4*h MaaRCW AAmQmv'lfphft Mmc4SindUpli@ MmUp6tt MAHDfiz �+ 1 IS in — 616hs 62bs 4 1 IS in — 616N Alowri$] TC:: DFLwi 2x 4 BC; DFL#I 2x 4 V-W. VM42 2x 4 fir• iw IC: 5hrslhod cr Ciulios at Cr3-0, Pialin dAaign tFy CaM, BC: SkwfimiiyMT3sZtM-0,Pain desipbyOthers. LrI�R 1) This 0115e bw boat dm9rkcdfortheeffvea5 due to 10psfbuttcm d►wd ]i bad phu dcadloads. 2) This truss h� boat d�ignod farnc� cHacts of wiind loads inacx�dd�xae witlrA.7 -10 with Iha fo04u�ng ttst¢ diluted input. 1 I O mph lFaaa�v31. C,FndDwdt t7zt)WKp, Risk Cmeg(ty11,Ovc[allBldg Dints25ftx60ft,hm15ft,ProdPoneTruce,Brxhend Websconsidemi.DOL=ljW 3) MIR MUM storage attic kr xling has Gnat spOgd in aaxxardmce with IBC 1607.1 4)A!DmsFrWA glSOnklefpointloadhasbungpkcdtothe3Cconarmuwithotiacrderad+livelumis. LaadCasc DI; StdDudLoad f7irt3b&d Lamli Memw location 1 Lacgion 2 Dimainn 5m9d &art Load End Lual UbNmdth TOP 0-" 5-7-8 Ltwm Proj 45 paf 45 Psf 24 in i17euber F urces Tfk:diduu MmtalE,, mae CEL RM lr fox Pft i*x L[Uk= 5nn mm aA hwL O*bmn g&m d— F� w1 ow Air. Ic I I I= 1) Unless nosed Wass m=bcror p&c without prior 2ppraual from a Fmnf&L irx,sl Emg;noa j itte F cvdon toleraa w for this mof ums it 20 %{Gq= Q19[fl. 3) HmktF 3 —fQT9 ap}ucal int["21 ion on]Y.laiwmgm per ffmmd Minds awenurtaadwcrLs. A) Fivldde adegtute r}aru� to preNmr ppntiing, 5) Bra m broom chardwith a Vmvtdshcm1hing orpwlins per$raei(g SSurrouny. 6)AcF� faacr of l 40 hat boat q"ed fortlus trwgF, =*sis. '"7' ~CFESSJq'9 No. C72517' �d .41L1'®i. CMFARRTCA'IMHANDLRar_A9drTff GCRPW gLiHXjAyY RW BASED LFUNIMSIRLMEMCHaMauMtajAM1FblieLUTM-lilxtit•lx•IUALL I 1n&&ii]d@ffmmSudtwftmv5•C330 4FIF�II IRUCESCB+S.xIMILpIC 6AWa0(74t�tiCPi[li]t6SETA�HIN[f�EpC h GSIPPt71iaC.ICI]1:ILdtif4t]1PSLSSLHlW1CHISOSIIFSIGNiTD EleMetal fiof is Aai"IEFR WhMUhU tvRt3ZLE5 CESR q%1%XDaCY%VI10�£alf3Ehl�frV LX]( 1<rSARFt,-,m OMEGAEQUIPMENIPERFORMANCE FNGUI I•lERM Truss: E2A 1301 MONTALYd WAY, STE 4 Iow2ff le:wallaoe PALM SPRINGS, CA. 92.262 Dare; OVW19 14,33:26 76GA23-9474 Re; 20f 2 SPAN PITCH Q I ]' OHL OHR CANT L CANTR PLYS SPACING WurmLy NT$ OZ f 12 4 ID-" 04W 030 040 3 24 in 281bs 71heTomesowm tur dus mum-}xy rrosa = Piz TAyar4ihcmwjwz sae far plies, i WgrAtCMtUMM Mud W hw tt and CsKd m juIl . px ply, I W NaiisOrOmPWIsWn,135'x3J7C:•1row @103inor, HC-1 rowiWl2incc. VikN-Imw012incr. S) VvtKn oppfiod binds w m cm side of isk do oot flip ginlerduring gi akr mnna=instslalion, bwta oomw= on the gittierside v ttitie super h ais wmvpW.%ItmLivPPtdloadswcontenthsitksofginkr,doublethe spacirigEmAinstailhaVaft6eeorondm- naone side oFgjiderandthenflip il,egirde:to install the other hail of the cumm tors m Lhc oppaaAn side (at dumbk: the 90n wQr spacing}. Cmexims an oppmiLE sides of bC srrS Wshajl 4C oMet. 9) fataal baadng she➢ bo t¢ alwd to ewh ply: O)A11 fsaiuxas minimum 2-112"Ion& unless rnh4xise ncred. 11) Nails in 1st rod 2nd ply shall b eaffarx f'cm suomessivepicB by Y2 the nail spacing. a) Listed wind uplift JWions 15MOi err MWFRS Only lrWling, ALL PEPSQZ FAIMCAMrA HANDUM akW7¢V x HzTUI tVG &"FMM BASII) 11PM WLS IKUS6 UNKUq DRAqnW€ �.4RE ID87RC =IyID REFER TOA L T.B.1d@T. Software v5.6330 CF7FEDaEAVRCKSS,LM1fM1tMAN?QU 1C1i[1{MSEf}jMEINTHEEkaEhKCM1I,.PRC11;1�-MDESIQNy(7IL ISSUWWRHUHSMIL AMA rag�rn3et�uPro3�ts A%%T[. hSLFFRWEAUELFagRE{L�STMIQ�iWMCtLY%WENFYf N IALC WLLKMRREiSID SPAN ISW) T 1 OMEGAEQLLPMENT PERFORMANCE ENGINEERING 1301 MDNTALVO WAY. SM 4 PALM SPRINGS, CA. 92262. 760423JJA79 FIfCH QTY OHL OHR CANT L CANT 1t {]} l2 25 C-No 0-M 0-M 000 15-0-a Q $•4 a 34 4-9-4 �•E•d' 5-5-9 1Q-2-12 Truss: F TobNarx: wallaaer Late-, GAW1914.-nZ6 Page: 1 of 1 Pi YS I 4.94 SPACING WksT'1PLY Win 6915 4xd • 51- 11- 211 5x5- a•ao 0$44414 4-9-4 4-9-4 0-8-45-5-8 10-2-12 1 8-0-0 All plate& shown to be 1=agle 2L1 tlttlm r dtetwise wed L ming(pso General CSl Reflection 1) (lac) A &wftd TCLL: 40 BldgCv&: CRC 201& TC: 025(1-2) lratTL 1>12in Lf999 (7-3) L1240 TCDL: 21 TT3 1-2014 BC': 0.23 (7-�) {er[ 1L: G-M in Lf 999 (7-a) L 1360 BC1L:0 RepMba: Yes Vida: 031(2-S) HoraTL: 101in 6 t651 Reaaliun P,. HE,� [ PP A Cmaba F3 �4d1h R B Viidth MacRexf VacCmv7J 'ft Max%Al ilk MaasU 8 MrsEmix to 1 t3in INVA Dlhs-1,2761bs -95N -1 76I)s 37Its 9 1 SSin 2.31 in 2,1661bs �3 �. ' r 5 1 15in — 771sN ,;; No- C72517 r4 m hbterial Bracing TC: DFLSS 2 x 4 Tr -- BC: DFLS52x4 BC:: She�ll�ed�v[iu5iuc 10-0�Oltulindrsi�t?}Qhels. V4Elx DPL#2 2x 4 FWL t} ss 1� beat d�igtrod fwthc ct3'cc�s due t>a 10 gsf bo[lam cihatd live ]oal phis dad ]o�c � _ 2)Thisrluuhmbeandexigfiedf6rthe etTectsoFwind lnnisinWMDkXVeilhA=-IDwlhlhefobwingvsdyddinfti llwr: 110mph(Rrtore4EXposwu — C, FradosM. Ge)1e;Hp,Risk Category H, Ovsa1 B1ig Dian 2$ ft x 60 A, h =15 A. Fnd Zo-wTn►ss, H«h etd webs oomk ned DOL= ljW 3)htnimunstalagemic bwUng has bear applied inwumdaaeewith IBC IW1-1 d}q 251} Iba �glspsilt]ctrpoirn kxad has � appAed to the SC caxiau�a wish uGhadrad+ tis+Rr loads. Member VDrces Tdkbdti kw mhcl5,mv(MTermsKWbass,(R ownKtnsifdlLreafa.nnmWdAkTXaCL"'#VM WIffl11'(1Y hlsacstawnmttiaub)t w 12-3 aiw -E-74.ilbc 13a 0.171 •1.316IN 14-1 Q.Ya •:J'jbltx I 74 RIA I,rr57[ns �1 0.0 R ii�11e l:n;y? 56 OA 6 ?31bs Notes 1) 4tale s nrled t 11aa+tdsc dv not mat tx aJta alty Muss manta ar pule without prior appra ra4 fmm s Fivkssipwl birginaea 2) The fatairstioa takxaanx few This arxa)'ta m is 20 % (Cq = 0.8M, 3) Hmgas wefor grjphictlinue{,rdalior lxily lukuUhmSmpermuwfhatulrfs teaxcmr�ui�iar�. 4) Plmidrniequalc drainage to pmNent poodigg. 3) Brace bortnnt dwed with a ppTuvcd Qxzdh ng or parka peBrxm$ Suntnmy. 6)A crt+a3 fadorof 1.00 I -An barn dppked rarihis tmcs analysis. ,) Duet,? negaitiv rew&ms in gravity bad =m, spa J asrulecti= ro the he ing su fzx at joityt 10 n1i y need to be-malsHOrni a)l.jstadwirdugshB7c2oinn9barscdonN1WRSCY b®datg. ALL PERK% FAKWAIM HALNDUENU ERB=,U OkbS�A*lrrlxMBASEDUKN1110IRuBSM[civorra.AINUARE MYlltirgM10R�TouL I TpxBud1 TrussSoftwamr5.633d OFTHENYRLfCIIpWLMTD1i MANDGUfLEICh7TCWSL.[igmHIN'IHEE4Cd-FwIFm-PRCJr3CI—s DESKN'= 1SSL]I' vm-mTA!; =GNm4D ]�MetalPmsi7cts AWLABIL FROM LOL r UFLXTti RIP= DESIGN V M t7N YWEFN FAU F MffiUL.L LiS AREL&F27 GMEGAEQUIPMENT PFRFORN A1NC E E NC*IINEERINC. Trum: F 1 1301 MaNTALVO WAY, STF 4 JohNm m, wailam PALM SPRINGS, Cry, 92262. Da[c. 19 14-31-27 760-423-9479 Rk 1 of 1 SPAN PUCE QTY OHL, DHR CANT CANTR PLYS SPACNC. w1my 14-M 0/12 18 mw 0-(W 040 t 16in 671IN 0 yd•J 4-7-1 4-l-2 4-7-1 5.5-5 14-0-7 14-7-8 T T 4)11- 11 - 3 1- 21 1 1 ar 4-0-0 -164. 4.7.1 _ A72 0•0•6 4.7.1 fl-10� 5.5.5 10 g] l Id-7 9 A11plale3s6m oI:eNagle2Ulhoe&%(1ttler►vi3CTOW Lamft(Avf) General CS1 Deflectnom 11 tluel ADywed TCIL: 40 B1dgCo�c; C$C2DIN TC: 437{t-2) W'[L: 0.11 ilk L1999 (7-8) 1-pw T-M' 21 TP11-2D14 SC. 1330{7.8) VzLL: DJQ5m Ll999 (7-8) LOW BCLL 4 RepMbr: Yes Vkb: 032{T-1;) UTZTL: Din 6 Brm: 10 ]mmha[ID.L, 115% 03104 Reaclim !T Bt Coin dl • v &h d R1 1 h Max Rrat ka aau L Ri ' ft mm nd Lwft M9K UPI ft Max Horix p- H sq 10 1 Im WNA Dias -t,[74[bs 8bs-1.1741hs -37fr� � v ¢ ^� 9 1 75in 2.2Din 2j)%)bs 6 1 ISin — 6Ubs Material 1Bracingo. C72517 rn TC; l7FL#1; 2 x 4 TC= 31lsu11tdgrFiotinsat.i-3-0,['[rhndcaignbyCkhcrs- BC: DFLOIIx4 V*.bc DR-42 2 x 4 SC; Sh%aeedcxPluiynaazlOYM,Pkulinde5ignk))-Gibm. i ! Loa1V IL ds 1}This ttus_s hm Immdesipled f�ttKcf oMdue to 10psfbcttomdrord I.ve bad phi dmi bar%- r � 2}T},is [orbs Iws Gem r1�ip�x1 iar thca�'aots af'wind buds in a� a�ishA9CE7-10.'rirh the follawing 1lserde5ned illput: ] 10 n�rh (Fadaur>d], Fupceule C.Eue3oeed,G7hW fiip%RACxc! r y11.I1va-ARkigRnu2Sflx60fl.h� 15it. Fad ZAwTnLsK,FAA e ct vAbA comideed. DC[_= 1.60 3} Mitrirtnan aror�.ye uric binding Irab 1>� mod in awwdarlcc with ]EC' 1607-1 4) A 25O U tnmiaslaptinkkFpodnt bad has baea applied ro the BCorxrdunu t wig h ocher dead- 6veloads. Member Form 14*i tripn�ci�[>o<alialiwr�7ns�cr�haaitd�CrASann�lo-ul(acrJclYpTpn�6t�agan3r aeelxmm�tlist>tir Tc 1JA U_ie7 4MA. Qm?-Llnlbt IJ4 U236-13599% lv� OLMA-1.1441k,o ]A 4109 -953tte I 01F78 -0A6tbs -,7 0276 14331tr, m 0.109 w ft S.7 MOW :i54 �a (R9 [711! .9-6 4071 4L 115 Notes 1) Lhdess nolecl AbwA Lv, do not aft or aker uq LFws rnember or plxe wrthous pri W apprpt a lk n a nohssiotlal Er6nba- 2)ThF--fArcallan101= a for th1s"dtnmis20%(Cq=0.80), 3)Hmgm ale for gra&calintrepre wicmT urdy EmLanhmSm pammufaatwees twLamnaruieticm. 41 Pm Ac1cadsq=dttflnage to p=mr pondin. 5)ELTKrW[omdmdwithapprovedslleailu.4orpurfuuptrBrdring5m rTimy, 6) Ac eep fatwr of [ J'X1 has hmm arphod for(his truss wk*si5- 7) Due to fieWiYenmlicuis in , Tavily lm 4 cwm, spovWcunnwliom g4 Lhebearing surface at joint 10 may nccd to becomideled. 8)Umdwind1jpliftrcaactionsbasedonM1Nr SO&ykmding. AIJ.PB7SC7f+1CFARRIC.#11[`Kali°ddYJ[1Y`aFF�AtC]1T+1�CRII+SLat�rNf'Aw'iIRL16S$P�SFDLSiOItiiiII3TRLl55DESIQVnRA7�At*aGAREL�IiiLJG'f]_177U1iH•1•]t1C}ALL I ThreBeui.Id�TN6SSctFtw�v5,6334 OFTff II+ ML C[I M,1-Rti11'Dti1SONS 4DOUAI.MC.4TU S SETF EC H IN TI-E EAU SErAL.PROL M IX 3 l]J:51C74 `#JM I55LFD WTMTMS DESI(CAhD Ea�1e M�ldl Pn>d its AgkEA81EFRCMEaC LE LFC[V R$a[.F.Sf: nes[rNWJD g]hl1Y %WIEN r•Ara r h>Fr4LCUME :FW ARFLISF'D, OMGGAEQUIPMENTPERFORMANCE ENGDWER[NG Truss, F1A 1301 MONTALVO WAY, 5TE 4 JobNtute;wallaCe PALM SPRINGS, CA, 92262 Dutc: 0W19 14.33:29 760423-9479 page: 1 of 2 SPAN FILCH QTY OHL OHR CAw1T L CANC R FLYS SPA 1NG WC"rTJPI Y 14 7-8 0112 1 (K4p 0-&0 O-D-0 0-0 3 16 in 65 N 14-7-a i 4 iQ 4 4-7-1 4-7-2 4-7-1 0_10_4 &5.5 10-0-7 14-7-9 T 0 T .31' - 11- 31- 20�1 31- 41 0-0L0 0-10-4 4.7.1 4-7-2 4-7-1 t7-1il d 5-35 10-0-7 14-7-8 i AL plates sh vltlnhe J--.V 20trdessatltrwise nded IAadW*(po) General CSl ][3eflectian U OX) AHu"d 7l :T L: 40 Bldg Code CBC 20IN TC-. 0.12 (1-2) uen TT- 0.04in L f 9W (7-) I. f2AO TC DL: 21 TH1.2014 BC: 0.10(7-9) NimLL- 0.02in Lf999 (7-S) Lf360 BOLL: 0 RepMha; Y15 Yft: 0.11(2-8) HortTT-: Dun 6 Bcm: 10 Lumb&D.G-L : 115 % Rewt m 03 1041 etCyf ESS} ]T St�Combo L{r*Ridth RLdLIT Widlh low; M=CgwUplft MaxWmdlJphft NUxlh�lift MaKHofix 10 1 1Sin bVA �Dibs-1.174lbs -88bs-1,1740-Kq -37N D l�r 9 l 75iv 150in 21f1A b., l I Sin — 6ssN 44 Materild Bracing � � No. C72517 rq W: bfLltl 21t 4 lC:: SlrralhodotfkArisal&3-4-Pwiindesign byQlhcs. M BC: DFL 41 2 x 4 BC: Sht%I J Qa Mris at l 0-0-0. Fadn design by Otbas. DFL#2 2x 4 1 O& M L 1) Ibis MM hms bew designed f0f the el%rb dw bb III psfhnnrnn drrnd Eve ked phis- dead bais. 2) This LFUSS hea beendmPled for the effeds uf%ind Toads in AEh AKE7 - 10 with the foDawme user defined Input: 110 mph (FaYt>tci 4 L Kpaev e C:.Ewbted,Cahkftp.Risk i teguy14OvaalBldgDino2.5Iix60fi,hxISfi.Tnd2nneTnuR,F,rxhandwebsconsidaxed-DOL=1.60 � 3)1 RMMIrnstUuageateiL1,oilinghasbearappliedinXONdMoEwithIBC16TA 44)A''_9�1i} U nwviaVVdnkI rpaint loci hm bun apphcd to the B(.7 conaulrnt uilh aherde ad+live leach. Member Fomes T&kkk=Mm lLlL Wd UM011ybi P.k711cn tiles -Faro iFzbbk W 2-3 W" -3uhu 134 6.1lh 453 IN iri Cam rtl lt,: rr.. 74s 4MUt 3t N wih I.Irl (xrol W7j. ($u a R10 1-m1h, 43;W i-9 1kTA -319ft TO 0_092 4P Q005 3?'rre ��77,,,,��,124 r"es 1)UnhssrWdaahwmmdonotoitoahuazyv=ntembxorpluMdxaupot jppovalfrmiP,ofessinnal &T noes 2) ]U fikimion inlalartce for this w4miss is 20 % (Cy = llM. 3) 4lins for gr�hiaal inln�teaa¢ion anly.lnslaIlh�rges pemr•nrfanirds aooarurldatirnts, 4) Pluvide edtquaac drainage to prcvmt parading. -9 Braoe bortorn dnnd with apFvvW sheathing or purhns pffBladag Summary. 6)A rnM facto[ of 1.170 hoe bears applied for This tr L s alafysi5. ar l -Ply Fe"B�-J4�C I-l"�'�C`,.IIes.'IL�tG C[LII�B'[awNC�vrlxf>ss sasFnl�o�'1T][5 IitUSs L�FISiGN iaEe�vlraGnl€E:L',silttx Ifn-Ita I�'rt7.v 1- I rn,eBwlTnas 5saFiwalc v5.fi,33a CraffirsmincM. M=cm RMQUkLjj-=C1z SLTf1(cillIN'IHLsI)FSTC"wTP515S[mWwn17iISM1rNMD Lag�eileLllPn�[is A LM1ZI DV- ,UXY,RR ti511DI;.'K?%-3MD]NIYl&F&NF.UF.MFW.CM%WICR_APIUSED OMEGAEQUIYMF;NT PERFORMANCE ENGINEERING Truss: F1A 1301 MONTALVO WAY, STE 4 It wftme:wauact PALM SPRINGS, CA. 92.262 bate: MM19 14.33,28 7�1423-9179 Paw 2 aF 2 SPAN PITCH QTY OHL OHR CANT L O41VTR PLYS SPACWC WOULY [47-8 0/12 [ G-&O 440 0-0-0 0410 3 161n 651b* } eroyegau, twLsmganty bad casks Lotto trotasto the b=ua[�istntl mayrsxdto axtst 8)'[he fom shown for &s. muki-ply trues an Fuply"1he mWiom are fa all plies_ lls[ee iddduil--1 uma shA be buih"=%Jxd as bRuws, per ply:16d Nails asOunf%a [amaJ33'x3]TC • 1 mw[d 12 Ln w BC -I tOwC@ 13inoc,l - I row@ 12 in a_ 9}*t=oppdodbeadsaneononesideotgbd,donotthegudaadungipniarnonnecofiaslaWim, instal ctwmkxtr-vsunshr&6nlmsidewhewsuppwalloads an apples Wh n appW lassie we en bath sides of garde» daublt flat sparing aard Mall halt'o[ des o mla m on oms't6� of oFdir and than flip the errlm to installIhe€ herhallofthearNmwmrntheopposite side (at doublethe obnne ur&TvmT%t CunnxtrwsnnaAwkitesides cfdegirdershalbeOffset. Y) Laleml bra shA estta2wd to each ply, 1 IIAMhwam minimum 2-1{2"kmg,wkksa adwawisermbd- 17) V46 in W aid 2Rdply shd be affix from saromalve pies by 1{2 ahe null spacing, t3) Listgi vAnd upbk »im baecd on N[wfRS 0* kediag_ W.LlM41�S[f1BRICAMIJaBAKU11VcEPBZM4GORRNh-LU MEANYTRL1SSBASMLFONTIMTRUSSLX-5SKXLRAMRLAREINYMI'MTDRFFERIOAIL-f.1B.1dOT.S ft..v3LA3O CFTHED157MUC77C,WLr,4 ONSANDOL,MZIC 71MSMI14 UHR+I'llMEK3FMFMI,PROM—T'SDES[CNN771L•Sl5SL.[DWTM7MDER1C3 A D A1°Mfi [FIRCME hLFMRBgL=❑EUCWW1DONYARE LKED is )r4ctalPaaod�ts OMEGAE(2UIPMFNT PERFORMANCE ENGINEERING Tniss: F2 1301 MONI}'►LVO WAY, FIE 4 khNarm.waUpice PALM SP1i 4 S• CA. 92262 Date: fLW19 14:33-29 7(0 42:3-S7479 Page- l nF ] SPAN PITCH QTi OHL CHR CANT CANUR P[YS SPACING warIP1.Y 12-&4 012 4 0-0-0 0-0A 0" 04-0 1 16 in 54lbs 6-a-2 5.3.2 All places dumntobe Eagle 20uniessrxltetwist rated 12-6-d 12.6.4 211 Loading {psi General CST Dellection I: (lac) AIlorwed TICLL.: 40 BldgCodc: CBC2416f TC: 039(2-31 )e!nTL: 0.15in L1994 (4-5) Li240 T1CDL' 21 '1P11-2014 3C' U24(5-6} WLL: 006io L)9W (4-5) Li3b0 BCLL: 0 RepMbr: Y'ra V4k6: 0.31{1-5} Hwz'm Din 4- 11cm: 10 Lt mbwDDDL - 115 % Rt i tkm IT BTg Combo B il3dlh II Wd3h Mmpj= M@xewL' fl l�L�x1MndUpkf1 MmUWA MaxHaria 6 1 15in — 676Um 5+ 4 1 1S in 676kz Material Hrwing TC: DFLh1 2x4 117 SheathedorPiahasa by BC' [Fp12xd BC: RimhedarftMnsa[10�0,,NtrH (Gs�3hy0rhs. Web: DPL t2 2 x 4 � hY C]th�, Loads 1) This lures has been dekUrd for the ef%n& ducto 10 psf hoelmn chord five land pals drat loads. 2)TW5tFusshasbemdmsgnrc biUmeffedsafwiodk+adsinMMMht=wtlhASM-10VilhthefflluwingusadEf3ngijnpul;I]0Mph T=omd}EFw!w C, Fxwhmt CE�tYp'ITtp, Risk Uttc$aay IL OrwaU Bldg Dims 25 ft x 60 fr, h =15 $, had •Lone Truss, Bah eid vmbs lmwidnal, DOL=1.60 3)NfinirrM skuWattickwmhnghasbeen WAedinaacardaamwithISC1607,1 4)A250bsmannD dnklrpcantL-alhashornapplicdletheBCoonoin-akiwithuLFa-dcEd+kvL-kwls. Mendwr Forces 71bkn1hWkWIL),inaCAmftwWbm ftmornpr.fnmrttlite ImmummWbed cml,ko zuue da.3(Dbaatshoxmrnthetabk 'it! 1 1-± n.544 1. aY 12-3 Q494-1-.';7' Lm I i 115 011 L,d-L:M C331bjj1-1 UR W1F,e (33tVI 1VOhes 1) Uilkss nosed dlenAcr, du ILUL cut WRJCFXq Lrws m nbw or phe arithout prior real tom a?Xk6s[onal ED&Ke 2) Tlxfabiodon tokmm for this roof truss is 20 %(C'q =OADt 3jFmV2marefarWahic1in epeeCa6wcurly-InslaIlhzWnspmmwmfaawg[ nroorwxndat[oes, 4) Pmvide aderqure dndmigpto pmvmr pondmg, 5) Br" bottau dLawd with appouv«1 shcething or pudirus pa &agog Stvt�rtJary. 6)AasapfmwofMOW beers4,pbm forffilainnsanalysis, 7) Lseed wind up" mmiom based &L Iri1L'F" Ok* 8. 5,t , �rU9r_ ��sS fq, 0 �L,( W Nct C72517 t" y m iL ALUMSCM FA6RIG'4TB<A HMLLINq ERECTM OR F S" ILL r+M1YIRU] S HAMIMq 7H5 ]RIM VEMCr D[iANPIN MU M IRUCIID'IO RUM ID M L I TrueBuild� Taus SaFnxate vi d330 CFTh>fiQ$ RLQI(y^1R,11Iri UUICMAMQUIU-MCAIIQ\$.SUFUUHINTIEEPJ 3_f:b%,IMPRUCLC15L�P.SfMWffF.SISSL]E VVM['Ai1.5MlONA� Al. FFRCMe:��9 LrRU EST,Da&N5PU-DUC.YV&OiI, LEMFEw.CCW"ASARE= EaglrMG1alP,�Lrcts OMEGAEQUIPMENT PERFORMANCE ENGINEERING Trum: F3 13131 MDNTALVO WAY STE 4 JobNarw: wallane PALM SF1iJ US, C:A.92262 DAtc: 43dN19 14:33,30 760 423-O479 Page; I 1 SPAN PITCH QTY OHL OHR CAN T L CANT R PLYS SPACI U 1h i1 rjp1.Y 16-11-12 D}12 8 (>`(s•p 0-m 0&0 0-M 1 16in 931he 18.11.12 3 0 4 �11 A-4 12 4-4-12 rr2 12 0~i}411� 8•4•4 12 9 0 14-11-12 T 4 4 1 4.� . 31 - 2VI 4,1 • 2V I 31 - A 3-0-4 #•lid 4-4-12 a-Y-1r5. 6-2-12 9.0.4 12-8 D 16 11 12 All plalcs shown la be Cagle T tulles otherwise noled Imdbig i ps 7 General C:S[ Deflection i,+ ) A owed TC LL: 4D B14Co&: CHC20IW TC': 0. 0(4-5) WTL: 004in L1748 (1-8) 111m TCDL : 21 TPL 1.2014 BC: 0.34 (8 j Vat LL; 0I15 in L/ 999 (74�) 1. f _w BCL.L: f) Rg3"w: Yts Vft: 0.47(4--S) 13e117.T1-: W)41n 7 BCI1L: 1D LnnhmD.OIL. 115% 1Zearcdun � �9 1T BmCeAv B %Ub V4eftWaii h'L.LRtttn MaGmw tt Max1h im kill. Mmcllptift Ma HAZ 0 g 14 1 fSin — 5871 6 -371111% 8 1 55 in 1.46 hr 1,346 an 4 7 i 15 in - 198 ms -61 N, _6L an No. C72517LU ' x Material &acolg IU: RYL#12xA 71I:': ShwhedcorMiiset4.9-0,PudndesignbyOLhm- Br-; DH-#12x4 RC- 4=hchjgrR tinsx140-0,NlindesignbyOrhem- ' : D-L*2 2x 4 1V11 C I)ThisLimas himbadtmgkcdfor threffectsdumml0psfbeff ichotdfivebAdplusdeadbais- 2) This Uumhas b=dmVmdfortheef*ar.aFwfndloai;Nm mimmdmcelkidiAS.7T} 10wiRhthefokftmeuserd6r*dinput: II0mphTWotedjExpueute C',Lrwksatl,C;aihMp, Risk C'Aegoiy1LOvengBk% aim 25ftx(P4D,h=15ft•CrdZoneTruss.Both end vAftconsidered-DCL 140 3)141irri3 W sturtlgciaticbedinghasbeamappliedinaoo3idmmwithISCI607.1 4)A254fasmrninglspnndtrpmm kmd has bmnapplied Do the BC cry Kunerrt with othardead+6vcbak. MsnimrForces 31hikuWnfitt n&wan,rmxMmamiwmC*mGonpr,fmcifdNcrtm59mmfscsml&40WvFP406'Ie-,U%rKijb e_ .—i� di. taFk-- .Ir 1-2 33 IR159 0.116 43tl IN -L"45. 3-4 •45 0259 I KI) -lr BM. h'F51Lr 54 4) 67511x .342 J141us 11712 0.235 1.5021m cra 114M 4071hr vkh 1A4 9.057 --9MIK ] all il, 1-12 Q273 1.43 t 1bs 11,4 11.m 55S ba 2-12 G.333 371 bs 4 t 0,469 4 A76 W. 2-11 Ofm 4761C. 51 0099 5241ks 1) Unless noted otherwise, do trot rau ❑r ukcr any tnt€s nrarlba orptalts without prior �ptoval f3uta a Pnofrssioutsl F31g;rtart 2)Thefknaaiolttoler� for thisrooftrimis-2-1)%(C7q=0.80). 3) } mgm ae 6oa uOucalunwretatiaa a* Iasi ghangrss perma,rufaswres taatmn mdmons, 4) RVALld adegtratcdri Wage to p-W pmirdiFkg. 5) Br" baroauLbMdwith9pPovrxisheathing(xPwkwPQl3miWSi51 6)Arkmu ew&oflhls=shmbeendesigriedwithapowapuiatinthrwdi. All pmdpoimsonmdjwehsshidbebrwLncllulrfakypmTm-hdiwIm-:P drpkx kifffictTm. Laiaalbramshall beinsl:lledwkWit6"ofeidiweb partelpulnr. i )Aoreep �tmor of 1.0[1 ]�; hmr apPliai furllus irrtss �telysis, 8) Due to negEtiveseadicats in gravity load cam, aijoint 7 muy need to koom dmed 9) Listod wind uphft reactions based on MWMSOti1y loading. ALLPOLgDM FABRIC.gM HkMAI li, l FitiL-11PUUR11WM t M.AN'W IRLJSSE?SFM U3CN7"S 7RLW 1B1Of* DPAWIlkLARGMfKWLW'IURUI:R IUALL I TreBd1d0Ttu555oEtwa x v5,6334 CFTHF.I?ffmtx"RC>R ,ImnxncmANRQU&IRCAllaN SEI'FCKHIIH'11lLitAMENELKLYEMA.'I'SIlFSIC;?vh1XT[1; rSSURr3WnHIMSL7PS1L7f4CJa EagleMelslPttduts AVdAI3LEPROMEMZL'UK.V1 RU-MLAST-DESLC3iNALID[1fQYWB1NFAC'dF1r1FDJL.Of�+ikW1DR.SARELISED OM EGAEQUBMENi' PERFORMANCE ENGINEERING Truss: HA 1301 h ONTALVO WAY, S M 4 IaWarne: wallax PALM SPRINGS, CA- 92262 Date-- Q3M N 14,33:31 760423-S479 Pale: 1 of 1 SPAN PITC" QTY OHL OHR CANTL C%NTR PLYS SPACINC7 VdGTlPLY IW" 0l12 4 0-m (9w 0{t-0 0-m 1 16in SSlbs � t9-6•a 4 a-11 A-4-t 2 4 4 12 I n-o-a SM3-0 3-11 6.4.4 12-9-0 19-5 4 dyf- 31- 41 4x1- 21f1 al- 1 3x p�Q 0-9-9 o-s-s 3 0 4 o-11 4-4-12 o-a-a 3�d 1 i-8 8.4.4 12 9 0 18-5� All plates shrnr� inl7r Fagle 2plmlcm allrerwise noted Laa&glpsO General CSII Dc&tlkm G (IDC) AIW%td 'l1(:LL: 4f1 BldgCade: CBC24161 TC: 0.77(4-5] V3t`lL 0.12in L1587 (7-8) L1= TC L 21 TH 1-2814 BC; 037 (8A) S°rn LL a fain L1999 (#-S) L 1360 BCLL : U Rep Mbr, Yes Vitb U 4b (4-8) Ho¢ TL: WA m a BCOL : 10 Lumtel DAL: 115 % ,p�rE1 rr Bi'nno_rabn BrgiMdth Rgd&gWdth NkaRaai MlmUrav UlA t PAAvrVlindkk+5t1 Ma Tjp5fr Maxxnn L= 1 15 in — 5R7 lbs 37 Is * V `� "�' ' S 1 55 in 1.47 in 1,3741,s CoD ► 7 1 55 in 150 in 2d5 6s 35 bs -:i5 Rs N D. C72 517 ty Mwrkd Bracing L[1�� sC TC: DFL al 2x 4 TC, Ry=htdosPurhti9 l3-R-0, NLrinrimign by Ud s. BC: DFL*12x4 BC; RvaghedeTRLrh=at10-M,Pudndmigntry Othm. V& DFL#2 2% 4 11) This isbuo hm bem"ped for The effitids due to 10 p4b2iltimn dKxd hve kvd plus dkad b33k 2)ThisLnwhmpbemdssigncdforthecepsofwindbedsinaxoxImrce,ki ASM-iQ with L]mFakvAngusrrdaOrgdinput:110mph (Fktored). Expomm{ C, EmSwemi Crabk4rip: Risk Gary A Ove all Bldg Dims 25 tt x 60 ft. h = 15 it, E1d Zone Truss, BnLh cxl wtbs aimidand, DqL= I-W 3) Mmimum sxoFW attickmfmgh2sImmap5cdinaL7a7uJum+,w'L1l[BC I607,1 4)A254 lbs mmnpjspiinkkT poirW load has beers applied to Lm Hi'mrcwre lwith rxherdud+)ve bais. Melrdicrl+orces -Abk!t lE�mmCKLumKm;rbmVmcarnrtvmLleltr—,em .a l o)t)nyem_h«,aw30JUEmsnowninemabk TC 12 IL' 0.1.99 0.144, I,j7911w .Y, st5 rr 3-4 -0-S 112s5 47-9 AM IN WIN 5D (L473 64411n ac &9 UP 7N IN 1 I42 L1.2i3 1,5001te OM6 itb J Vft n11I.M7 -R%JtPI 411 am 1 Lc -17 U275 1,43016 11-9 OLM 55(i16. z-r^_ 1."M 17111•n 4$ 1455 -1,03IN 7-11 6t189 4911Ls 54 400 557rim NWs 1) lhkss rwtcd lu&rwhp do not cut or der my truss ffreu6ei or pierr widwut prior ippmval fium a Pmfcssional &tgir= 2) The lahric'uttnn toles for this [oaf ftum L3 20 %(Cq = 0.>9 3)libsgeaisfor*73ph=linprpod dvnanhylnsmUharlgapermmafxI:ureSsremommmdauan. 4)Pm ideodegwednlinWtopwwiprxfding- 5)RF3oebolrom[holdwith4VXMA3hr2dhingwpudxrsper&MvlgSWTff,sry, 6)At IML DIWW h Ofthis UU&S has b e.M desig Wd with a pone] point in the w&L A O rand fxxnts m such wd)s shall be brmW laterally petpendiatk to the pl?lrt utthmtrum- Leteial bncm 5hi1 be i nwdW within 6"of each web panel point. 71A asap fagot of 1M hw beat mpphad far this nuns ar,31y915, 9) Doc to ncggive rwiom in gravity load mfs special uxEmUiums lu tht hmring s dWr n jams 7 [nay need to be amskkred, 9] Listed windupVk Tca iD is bw4A on M kh S Only &diik�, ALLPfItr�OFlgll4BRICA1i�i'�fL4t+mLL��t3�17f"1GORLy6Ii�IlWCANY7Rl�5SIiArIIJL4�YlYiLei-lRt.tiSCl;3'1f3VI]RAt41lVLir1REICSTR1X=iFD716RFF�iTaRAIL I rrt�BWld�TnLsrt$u�luaLevS✓6�� 0F11EL 7RlJCII,llhlfLrS11t7w5RhD(7LWJFIC141�1SSFSt IIILV71fF. F.M1iFTAL.17i0CA_IGISL IQVNUILSISStAl)Wl'LH7HISC IQ4ND EagleWt.]RvN.7t.5 AWL46LE.FROM F.+4C;[F.L1ICjT+] RF7, I>�ICY�1'A.III] t�LY Wf>p�rr ap x r h9EC�LL.tY 1�U1� N]It5.4RE t1.5Ei! I J/1I1 i+I1J hfif}J ff1J ■fl OMEGAEQUIPMENTPERFOR AN(Y,ENGINEERING 1301 MONTALIFQ WAY, STE 4 PALM SPRINGS, CA 92262. 760-423-9479 Truss: F4 IoliNwtta;wallace D e: WIW19 1433:31 Page: 1 or l ,PAM PITCH QTY OHL OHR CAVTL CANTR PLYS SPAQNG MUTM 74M) 0112 11 0" (W 0-010 040 1 16in 32lbs 7-0-0 3 6 0i 3-5-0 M-0 7-O.0 d ' 211 n Ll I -I 2xd 4yt - 2x{d 1 0-0-0 4-U•U i 3•t3•o 3-5.0 3•B•0 T" Atli places shosvlt ro bs l agle 2s] uNesa ntlrerxi5e rtslted Leading (PSO General CSI De(leedun U Ouc) Alwed TCLL: 40 BldgCodc: OBC2DW TC: 0.150-2) Vat K. 0.022irk L1999 (4-5) L12M TCDL: 21 TPl1-2014 BC: 0.11(5-6) MilLL. 0-01Ln Lf9" (4-5) Lf360 ECLL: 0 RepMbr= YR Yft: 0,lll[15} HoraTL- Oin 4 3{CDL: 10 LumberA4L; 115% Reacthm fC ii CwEW BvgWAL LjdbrgWddi Max Rau MwtGmvUplft MaxWndUDhft MaxUptiff MaxYIoriz 6 1 1 S in — 409135 -37 EA 4 1 15 in — 40916s Kit erial Bracing TO DR #1 2 x 4 TC; Slrwllred crPurl ns at 6 3-0, Futin design 6y Qhes. HC L*Ltl 2x 4 BC: SkmhoderPuF!nsat IO4",PudndesigpbpCkhers. Mk!b: DFL 42 23 4 1 }Wtss has beak dmigiaxi far dwe f= skw to 10 psfbotiom dlUFd be ked plm dead loads. 2)lbstruss hwbemdesipedfor theef%cdsod'vnndbadsinatoadanmAAthJ1,9 JD-10v thlhet6bvingu;ftd6m]iupuL- AOFnphfactppij C.E5 k*40*1q(tfip,RiskCwegayILCwemnBldgDims23di x60di,hn 15 it, EndTancTnlss,B(thaid vxbso3mideted. DDL= 1j6U 3) Mi dmum stmae attic kkkAng has boar applied in axordmo,- with IBC 1607-1 d}A 250>bs mo-vinglap�n�P4wu k�i har Gan zpp�ol tv the SC uotrot� +�ilhacLerdead +live 1oe�. MembErFwres MbbirdiMISLMni56 .maxi �rt� islf rr�nr�.l�ifrif tfwmm sMalfwoel€1iYLR_-tpLlff4vn3ONtEMdvMMk&j tNL 'IC l 11 [Llf�1 -Ml IL, 11-3 0152 A41 ins I I viE I t u p 54114¢ (fit t)Ix 00 C94 54r ]hs [b3 ill 0.oltl ttiar.lb NOWS 1} Ulm nftttdfldwYswim,do not cut aakwanytiuss,nemhet'or*ewitliLartptiexuj7mwxlfivanaPi miwMEWr)ga 2} Mr-fab ic2u0n loleanc fix this rmf timss is 20 %{Cq = Ow. 3} Hs�]gCIS 8xC f8f gtaplrical n�tir{ioe��iun only. Lislall hati�os Pc rnanufaotw�¢ R401 olrs, 41 FYovld"-adaluato dtinage Iv preuatt pondtng, 5)Rnetbottom chord withjTmyrn dsheathingorvAnspd-BiaairgStinmcuay- O A tmp faxcr of 1,00 hw ban spphcd Rwihis num analysis, 71 listed wind uplift oeadicatt hated on MWF RS Only kmdht g. 90ESS/ Q, No. C72517 N 4[LPFxS�a6PAeBx 4mxxli [II4GF BC7¢YGCRII D4iIQx3ANY1R[155BpSfbU�Cltirili5ixusS�SrC>t;oR4udJr1G4REL* IRI�'fIDTDFifilx]DAu I TnrcBWld9,TnmSdtwamv5.030 OFTHERSIR[JC M,lltMMCDSMbQUALMCdMCMSETKIM134 THE RAQJiS'JEMPROLAK-15L7k•51['iY ML-sMLMV.'rMTMMICR%AND Es cVlctall'�O�rk3 AW-ADMFRQM EAaE UPQKRB2i= L1?SKV W1D LNU %IBM EACLEMEML{CMR—ORS AREUSM OMEG EQUIPM1:NT PERFORMANCE ENGINEERING Truss: F5 1301 MONTALVO WAY, SIL 4 jamatne_wallace PALM SPFJNGS, CA. 92262 Bate: OW19 14;33C32 760- 42'�-9479 Page: 1 CC 1 SPAN PrrcH QTY OfIL OHR CANPL CANCR PLYS SPACFNC. VVGTIPLY 1-5-8 0l12 Ip 0.0-0 0•0.0 440 00-0 1 16 Ln 63 its 13-5& 0•9 C 4-2-12 a•2-1 4.2.1E fl•9-4 5-0-0 9-2-12 13-5-9 T 1 9 y- 4,1- 3:44- N 1 41 - S. o•o•o 0-9-4 , 4-2-12 - 4-2-' 2 4-2 12 0-9-4 5-" 9,2-12 i TA, All plates abmnwbe Ea* 20 talless a6arwise robed Loading (Wn General CSI De*cdon U 00c) Allowed TCLL: di} BkigCude: CBC2016+ TC: 029{l2j VEi(TL: 0i1Bin L1999 (7-4) L12db TCE)L: 21 TA[-2014 RC: 027{7$3 N%IJLL: UA3ui LJ994 (74) 1-13b0 AM-: 0 pupils: Yes )Mk: 027V4) liloraTL: Oin 5 BCDL: t0 Lu brrDjpl.,' 1159E Re.wOw IT !3aCnmbo Efc_r,Widlh Rgd13FgWdth Max React Max GravUOIR [412xWndLTp6R MmUplft MaxHotix 10 1 ]Sift — f5 lhs -96 bs -75 it; J?64 In -371bs 9 1 SSin 1.89 is 1:77515s - 6 1 1.5 in - 643 bs Material $raking TU: DFL #I 2 x 4 TC: tasd ar Pudins 15.9-0, PLuEfid migp by Oam. DO DFLO, 2 x 4 PW; ¢tend or l rws al l4 {1-0, f tAn deai rs by Dth�x Va: DFLsQ 2 x 4 Lgads 1) This rums hm bxs, dmigx+d far ihecffeas due ko 10 psf bottom chord live load As dml loeds- 2) This truss 1ms bm designed for thedYcas of wind }Dads in a=eW=uithA.5C1r7-10 vnlh the fok mftt mvrdtfinod input: 110 mph (reacaed). C. Endmed, Cbbk Hp. Risk CAegay A OwftARM[g Dims 25 F x 60 fl, h = 15 ft, End 7awTmss,Eclhend webs cn uidereci Da-- 140 3)D+iram n Pump sockbafivhashemappliedina=dmmwishIBClam 4)A 2%Es nmusringf sprin kbr"nt kW hax been applied to [he -BC ommm i with C>t)7rr d6d + Svc kwIj. ki 031041 ��LO FESS/ No. C72517 rw # FVIeFnMr Forces 1a udhAN: us, -a CS1; -w m-9 imc b.ex tuner, bac if dgm 5r.n AM wA 13F4 Wyk— tprnr d:n M.ore 4.an h. LFm Mc 71C l'_-i 0.2m •f,Q56N �W o rw? L. 71 itx 14-5 u?1'3 -0.171 bs I 1-9 am 7N]hs I38 4Aa3 .03* I54r lVJda 5911ha :4 fLim AR -IN 4-7 6.tlM2-3751hs Notes I) Llnkas med otberwim do nos au of Pau arty truss mmnbw or plsoe withaat puitx apprcwnl fimrti a Ptnfrts5irmel #=n�nm ?)Tnefatl mUentokmx fcathisAbufawsis20%(Cq=Off]}. 3)lHmgm am fwgratl?Iuwl intLspteteliun only, Instal hwges pro mmmmfedun2A3 maxnnasdR4lwj& 4) Pmwide adegtb[tdrmnW to p mwcw p�vWing. 5) Bmm bottomdtonlw th wpawt5d sbeahing xpwLia pQDnLfuti3 &Y W A ampfsdar of 1.00 has bear applied forthis htm atalysis- 7)Ducwww9i+cmdiom ingroityloadcases. spmialcunaecdo stodieke5mingeurfamscjpint10mayt14adtobeemsidaed 8) Limed wind uplift FRians hated rq MwhRS Cln[y kmft. AILPFRI,fMrAWCEW,HA1'.UZ%VAMR-7WORM'G4ilM'ANrrlrrMRASMUIONTMTRLSSDESIGN VMW1NGAltelWiRUL113D DRBnRTo4LL I TnmBtu MTtussSaRwm€v5L330 OF'nEPMRUCRCM,1.Ib9I4IIQ4S.M$QU°LMC-]C{ M,fOdhL`t-imE;hA EN11SAL.PRCci] EE$K�NNU7j:5ISSUDWiIii711I5[R;•lCNArD tAseudPmaxis AWLABLEFRCdv1E+C;rEtiPxVRK?-<ET,IOUCFIU RtAREIEU. DMA GAEQUIFMENT FERFOKM ANCE ENCINEERM Truss: F5A 1301 MONTALVO WAY, STE 4 JtbNaw;wallacc PALM 5PRLVCiS, CA. 92M2 Date: OMW19 14,33:3.3 76D4L2 -9479 Page: I of I SPAY PIFCH QTY OHL OHR CANT L CAN' t R PI YS SPACING Vrmip1.Y 1�-. 0132 3 G." 04-0 00-0 000 1 laitt 701ts 1s-58 1-0-0 4 s 9 3.2.8 4-2-12 4-2-12 1-0-0 1 9 8 6 6 9-2-12 1 12-6-8 - 41- 21� 1 41- 2�,,d1 41- T 1 aoo o-ae o- atav 14-0 D48 +if 2-2-5 1 4-2.12 1-0-0 8 5-9-9 0-2-12 13 5 8 An Oams dmnto be Eagle 20tmless otherwise r xad Lmdiw Own General c9i I1cfelMm U {lac) AUovmd TCLL- 40 BldgCodc= C0C20W TC: 022{5-6) vaL7L-- 0,07in Lf999 (8-9) LIM TCOL; 21 TPt1-2(114 13C; 026(") N421LL- 0.03in L19W (&9) Lf36D BOLL: 0 RepMbr: Yes Wb: 0-24{64) 1I&z 1: Din 7 RCDL; 10 L>mtltrsD,0J-: 115 % ESl JT BgC'anbo 13rgWdth R*Br&MkMi N&.Rca�t MKQ—C Ut Mm%WUliR MxxUplifr Marihvix �D¢0 14 1 l 5 in — 4 N -6291c -7-1 RN 4S $ Ibs 37 bs 13 1 55 ur 153 in 1,43211)s � 7 1 L5in — 650f w 4 No. CT2517 tj VP Material Bracing r TC: LFL*12x4 TIC: Shen oiPurlii3sal5-9-4.P4ufin4iL Wiby0am, Be Mfi12x4 11C; S1 Hurinsals-9-0.lLtlindesignhYlxl,ds. V": DYL N2 2 x 4 rV I L LOWS � C 1) Ttas buss t— here dlw Lnd lac$1e cff+ cts duc to 10 psf bosom dLo1d live bad plus L 'k$I kruL 2) Thu ftusshasbwdmpledforthecf£ectsnfti►rAbrdsinamaldmmwithAKE7-10with (be fo6awirsgu5adefined input: hl0mph (Rdomal),EKposujie C, Enclased, Crkkff p, Risk Categuy H, CN4md Bldg Aim€ 25 ft x 60 R, h = 15 R, End ZawTnrss. Both end webs wnsidatd DO[-- 1160 3) R+f Fdffm swra eattic liming has beat jpplilied in arxxwdmw, with IRC 16M.1 4)A 250lex rruningjslxinkbrpnint load has hem wed Lo the EC cahahnw2u with W icrcbmj+- Eve loads. Member Forbes 'IN k M,oimer 1. &&, [ ], ,rm ca ma aU kv trhu mtl f—Only kl— PTur: LL: 3Mta M aFnwa m ff jG U G 'LC 1-2 1.3 1110 f1JW 546LLn 43t lrn 34 -�-1 (1129 11M2 AR I,L YiLIn iG 6.21$ -1,190N ry, Ufi] L,nfk5t. 11-12 M161 Afi IM f & iiF4 l27_ rh.- (-I; "I Wit+ 144 4115 YRG ul I E217 1.I31 qr. cz N. 1-12 cm 79i l611 0131 71116e 7 00[7 %}716r 141 DA6 -757N L1.9 d316 ton IFn 12-13 [4155 1,4Z3L176 5n 9043 ]BULL:, N(A4`S 1) Lh k&S iWA&i ❑1hn aDr, danot arl or abumy muss member orpIV veiamI pax appsovalfrmn a P afms kTd l:tlglrle� 2) The fahriexion Lo6w" for this Ftxt truss k 2Q % (C'q = C.0, 3) Hangers ale for graphical ina4v raaion only. k5taM hathgws peru=wjwkuc-s A=mmuldatiarts, 4) FIB.•idoa*u=dtw%Wtopwvalrpof&w, 5) Bra¢ boLlaen d7aid with appanved shenhing or pwiins pn Brarvlg Slumuuy. 6)Pulenstomevxbafdostmsshmbemdc5ignodwithapumlpoint in&reweb- AD pan pwntsOnstthwelig9halhehFmzndfataallypcquAiculm10the pbw ofncctruss. Lgealb, nshAtieirkstAndwithin6"nfcashw*palletpoim. i)A arm faacrof L AO lass begs applied for this u= aft*sis, 9)DWtoner&worewtcciSinoftilybad ,specialoxuhadionstothe bNdirgmifarorjamt14may noodtobemrlsidned. 9) Lasted wind uplift iexuans based an1d91PRS Cn13r balding, l4[1.PHi5Q+SFABWC.�1tVi'yf-L4bII511K7'r,�1Lv[7�1CS'L�4i.lITl�AY1'IRIS&4SFDL7�ryTi'Il�$1>11�,+L7ES1[3'IC1RA�41NGALtELDS'Iltt1L'lll'li'lUR1±Y�li}ALJ. `1�neBuildr�'1'n1�$4f1w3]er�'S,t�'�34 OFT'fEDIUM=aS,L1r&'L5I1arMSErfQCIUN IM&a-L WMAL PMU= U51M-` rES1S$UUDu1TH71-DSUCSICNAN} EaVeMetal Fil-&-cU. AYtiIIl~,1s1EFRCYvI&",EUJON1ttKXI: r-DESCNIZ%MO%YW1 NEA.0 MU&Ct71T>LC1 I►REL6U I OMEGAEQUIPMENT PERFORMANCE ENGINEERING M- s: FA I V1 1uMONTAI VO WAY, 5IE 4 JobNattre:w•allare PALM SPRINGS, CA. 922U Dam: OW19 I4:33.34 76(}-423-9479 Pagp: 1 of 2 SPAN prrCH QTY OLD. OliR CANT CANT I'LYS SPACING WGTJPLY I SO O 0112 3 0-m O-m 0" 0-(p O 3 16in 671bs 15-M i 4-9-4 i 4.9-4 b 4 5 5 @ 110-2-12 15-0fi r 1 j 1 31 3v ' 2Yq I V - Q B•4 4-13-4 4-3-4 4,9.4 '"-4' S•3•& 10.2-12 ,6 0 All jkles dumm to be Ragla 20 it km c6t rwise rx:led Lmdvtg{pqn General CS1 DefleCfiW i! (NIIc) AWwed TCU; 4) iiklgCode: CBC2171ty f[ : VD90-2) VatTL: 1104in i-j44q (7-8) L1240 TC`DL- 21 TPII.M14 $C: 0.00(7-9) N40U: 4.02in L19W (7-8) 1,I350 BCLL: 0 Rap.Pbr: Yes 1 : 0.1 ] (2-S) HOUIL: Um 4 BC-DL.: 10 LumbmDUL: l l5 % Reartinn 9�kDFESSIrf A.. F 1 3T Big22nibo B VsLdlb dBr-Wdlh Ida$L_rj MmL(3m Gtl Mru:V1MU it l&xu 'd iblAKhblm Tt 4 ' 1 1 I A0 Is 1276>bs -95 N 1 7L5 k>s 37 bs f s h 9 1 55in 150in 2.166L, 6 1 1iin -- 73ON D Q No. C72517 Material Brncilx TC- DFL SS 2 x 4 IC:: Slrca prod or Lluriins at ir3-0, Aufin drsign ipy C41ras, BC_ DFLSS 2x 4 BC: Slrcalhaic�[iulinsat ]04 PurHndipjrhY{7thtr5- Va: DFL#2 2x 4 Ct Lamb C Lk 1) This MEs has bear dan pied for the d3i5cts dur to LO pfborloni dyad I v e load ph,s deal LK6. r 4 2)71lishusstmb!endem9nedf=EMetTect3oFv!rAk d5inataaotdmlv-vid7ASCE7-10MiftOefobwinguxrtletinaimiwt:I10mph(F aFedlapnswe t.:, Fnckrsod, Cwbkatp. Risk CalegNy Ih O+ ml Bldg Dims 15 ft x 60 ii, h = 15 9, Fnd Zow Truss, &xh end w6m [ kuk6ed- DOL.= 1 60 3)hGLurnumsLnr,Wcalic bpdWhasbearappliedinaDDwdmmwithIBC 10A 4)A250ImnwwinSfSpdnk17p*)tkKkihas hc 1apptedtothfRCcorh mNAWIdialerlydd+livtlpa . ➢4iendwr Forces 3bw mWimim me" U. Ira CA = wuFL !IV. ko aong. bwTfdawt im mx OU ku A etay perry i m YTJbd � s ,mtn in 9-& G61a Tc V-3 (ur. �-Iblb. 134 O. Sabin 1�5 O.fA2 ILMIM IAN -352Fm O.Lla 5n l,n j oWs 1)ho se axed otkrau &--dDnotartorriLgirtcu 2)'Ihe PshricKinn tolerance for this 7ooiiruss is 26 % (Cy= rL1I(1). 3)Emgmaefw Iriw1in4eprala¢ivnLr4.Imsuahm$cspLrmumbo m'srwwnawndajuw, 4) F(UA& adequtrt drknnF to pm,mt pordi ng• 5)Br" bxlcmdaunl wA4FmwWbhcuhng ar pwfim perBrwmgSLwrcwy. MAampf&Wrof] 00hasbeet,appliedforlhk(TLmenalyxir,. u�.I�sansrIC14IIVCIih�1.lNC�EIeBL'>ivGC2lhs'Lau�raC�wrn�sssa5�L�7LV'flit5'Ik[SSia[�1[2vlx�a4uwaars>rl�a-aRir��fn�[al�xt'1at]nl1.l True81�1+1�Ttea�5c�Lwaeev5.6334 OFMErbits,Lk`rlO*s,L.IWU4XMANDQ".1FQICffCF1.S5CfKMIJINIIEMU-F-WCrtiI.PRt-UX-TSDMGT L' =ISSL@1Mr11lii- S.ME NMU F.a1��3lctaLPm3rcts Wa.6BLEFRCMEAUELPL"fi Raj= Dm(-NwSDcmywFiFNE4Cd8MEmL.caoTr .5ARE= OMEGAEQUW ENT PERFORMANCE ENGINEERING Trm& FA 1301 M+ION7ALVO WAY, SW- d IobFlaam; wavam PALM SPRINGS, C.A. 9 Ci2. Date: O�VW19 14,33 35 760-423-9479 Pao:: 2af 2 SPAN Prruli QTY OHL OHR CANT CANTR PLYS SPAONG WGT)PLY 15N 0}12 3 4{F0 w 0{k(1 04)-0 3 ldin 571ba IJ lluC to Tm gMve n aftjum glasn[y �cns, s�eo spry LO[Ii tO VSC 4PEau g SM&We al jOanL lU muy W m;, 81llaa fart es shown fiu dW muti-ply ME& a[eperply and dMTv=9m loeforaa plies. Thm ukntieal Huesca shot h6 hwh and Amxbc f sa folhws, papty: 16i Mls or 0m Nmilsjnn n, l3S'k3J TC• 1 row @ 12 in oc, BC -1 row @ 12 in ae, V-bb5- l mw@ D in or. 9)4JKnappWbAmonomasideofgLtdtdonotfip&darduengginde cwwWwinalallefion,instalotmnadcnsonthegirdersiltvh=a"%Ntniloads arapOftl-UhmappliedloadsaeonWhsift of kwallhaTofthcaannmmonomsideofgi[dgendOmfhpdwgirdwtn irfsfatheo(herhelloffileaomecmasonthePppO5itCSide 02doubk(be ommatorspadgri Cbnntcmannpposilesidesofftgirds'shotbeoffset ILI)Lffiftalbtsangshalk-atlactu ltom-4Ply. 11}Anfastalssminilnum2-1 "lofrgwllrssotheawiserm[erL 12) Mia Is in Ist snd2nd Ply xhd be ofxY (mm suwessive plies by 1,r2 the nail spay w 13j[ashwndupRftwxap om6amdonNr%MS0*laalft All PFRSC1+ISH4WCAU4QHkM)LMFREC'=CRVbZAiLIt>,"ANYTRLIS58PSDL.FOtiTHSTRLSSMIC.NDRA.�YIhUAiEII FML47MTDRUMTOAIL TnwldadkMTnmSoftwvev5L3W CFTHEMIFMLI'nC es,Llhff14 CM AND Q4J,WICA7T NSSEiFMHN7EEE4CLEVEDkLFRs3M TSD13SIQYN011=3LS6uuWriminsGMUS AND hW1.SLEFRCME4CIE1.TM AU3ESr.DESKNVLMVNVAm um G]?{CtalPIOd1�18 3 J ----4 hlRlhM1 M,. .A OMEGALQUIPMENT PERFORM RACE ENGMERING Truss: G 1301 MONTALYG WAY, 5"1E 4 fobNaTm. WAL Z PALM SPRINGS, CA. 92262 Hate; OWW19 14:33r35 760-423-9479 Nse: 1 of 1 SPAN PITCH oTY OHL OHR CANTL CANT It PIYS SPACQtiG NWT/KY 13&1 025112 0M 1 24in 601bs i 3 S Q 5 d 5-0-8 u4 4 - T1 T J,!T Ak6 - BXi4 - p•0 4 0-0-D 5-0-5 3-s-a a-5-a 13.6.0 All plates sihavmta he Eagle?�OwJess nthexwi� IL1[ell IAwfing General CS] Deflection U 0ocj Moved TOIL: 70 Bldg Cade CDC201(11 TC: 0.4ti3-4) VertM (Min LI?40 (6-7) L1240 TCDL; 21 TT11-2014 I3t.`.: 0.431&-7) tLL: 0.06in LI9W (6-7) LI-W SQL: 0 Rep Mbr YS P lb: 0.46 {4-6) Hm IL: "I in 3 IiC•LIL.; 10 L"ftbw W, L. 115 % Rcaclkm 031041 Yr lirgCamba BrgWdth RgdBrgWckh MaxRead MaxCgavl<Tpb'(I MmVkdUW MaxUplifr MaxHarix '00ESSi 8 1 5Sin 1S4in 823bs 70bs 5 1 5Sin 1-50in W1ns 0"% NEwhorw Bracing f2x4 TO SheflMOFPLAmal3-4 .RwbnrkrAgnbyQhms Ic N0-C72517 BC; DFL#12x4 BC: SLedhedorRaEmatll}0.0.P1rthudesign by(Mcm kSF.hc DPI. #2 2 x 4 cxW: DFL SS 2 x 6c 9-1,10-5 Loads 1)This truss l>as born dmignnd bur the efm# dux too 10 psfbonum chord Eve bad ph►s dead kois- I L 2) This tmss hit bem 6eigned for the effcdx of aunt loads In awmdmm %itb A5C'El -10 with the fn&14ing u= defined inpit: 110 no ffkwml� C,Fndwd,Gable fip,RiskCategoryH>OwftallBldgI7fim42SRxb0ft.h=15R,BWZmeThas,Bothendwebso3midaed,DCL=1.60 3)MinimumsNCWatitLeadinghis balmappi;bdinaosonialloewthIA[ 16GI 4} A 25U Iln ntovingjs fninklc print had hxs been sQpEed to the BC concttrmv will uthrrd®Il k &�� luads- 5) **-hdwmm pmaptivAndbaling has beat appEcd to mmAcs 9-1 A 10 4 MemberForceS odeiidi�eeA�n6� HiltCSLmammldoes(tmcougiaoefdS�¢froromatcoaliosl�nlyteres yrthrx�sacdrxnNEustt6k qMOWS 1)Unkmnotedathurwisr,Jnnot arluralkxalytnmmrnernbarorpwewLi mtpriorapplovadfromaP► Etmauuaalagjnoq 2) The fab6;mdtm wkrmw Eoa•ihis rnaf truss is 20 %(Cg = OJW 3) Ftoridc aicquait drninW to prnrnt poruding. 4)BF=bvuamdiodewithapprovedsheaNngcrprirltsper SSwnrrum3t 5)Artest[mewbofthiatftluhat hcrnrksignedwith apanel poiarinlhew h AHpamrA*ntsonsuchwdnshallbxbraxdh¢+ialiypmPudi+ular(otheplme of the mm. LAeral brwes sb9The insraW witliu 6"afe mh web pand pains, b)AaospfWcrcf 100 has bem gVied forlhis Itussm*sis- 7) [ i5uod wind upiiG ]radars bWCd 9n NIV4RS Co loodWg, 8) P`mW TL 0-02 in, 2LM94 (51-1), All mabl--J 111.Q ALLT5RgCMFAMIArW4FfANU CAElt6t.TMOltftZDk1.IJD> ANYTRL65WEMU'7NTHIS TRW DESIGN ygeAYgWjAttLMLRLX-7MT13RffMTDALL '['nte$tu1d�CauasSaifwmov5.6_334 pFTHE Uq$FRL0=K)h5,LWL4 CMANDQL I.J�3CATiCN5S OMMIViMhA3ENfML[�4tCTS17�1C 1�M1SSUEl}MT11111MLX-I%34ANL) E.1�tT47CtalPrtlt�tC?S on.A AvRIxiRUM UUNREQ= ]]l'SI+33' INM9t'1LYWHENZACZED'�GM1E..UCX'N1 L� RRhL� iC I. U-18b -1,9�?GI� «-3 17.3�2 mil'%Jhe � 0.41H ?.3A`iK OC d7 O.i'7 1.94_'ILe IDS � i�i tllk.7 •75'FI 7-6 di>$? 3'AIFK .i<$ _ 1-7 4389 7Q741ho- [-31 IIA) Sri Q053 4EI1FA xa vwa sad Ili DAM z�ndt� {4716� OMEGAEQUIP ENT PFRFOR14LANCE ENGINEERING; Truss: CCTTA 1301 MONTALVO WAY, SM 4 •kbN=: walime PALM SPRINGS, CA, 92M Dats: QM19 14:31=3Cs 760-423M79 Ngr. 1of I SPAN PITCH QT'Y OHI. OBR CINTL CAN'TR PLYS SPACU1 G WCiTimy 136D (L5/12 3 w &" 0-M 0-04 1 Nin UN TT li 3-5-0 5146 6-5-9 13•15•O 4u� - 0.2%42 2�4 1 6x1 C'O'D 0-M 3-6-0 5-0� Sr4� Oams showYwbeI'.a&20unleamctlteraiseholed Lax ding (pO General CSI Defleetim 1) (luck Atmd T CLL : 20 BklgCadc: CBC MIN TC - 0.42 (34) vfet'IL: (U i lr Lf 766 (6-7) L 12M TCDL: 2.1 7PI1-2014 BC: OAS(fr7) MvLL: 005in L/099 [6-7) L1360 13CLL: 4 Reph2r: YM Vft: OA6(46) MUM. 0.01 in 5 WES.: 10 LLlmbcrDC.L.: 115 % Reaction IT BrrCombn E T. Adlh Rqd i1rgWdrh Mrs Reno M;v (;'. - Lir+Ilft Max Wind 1:PA Max [lpkfl Arisx H Az S 1 55in 156in E23bs —' 51 bA 5 1 SSin 150 in M 6s Material Bracing TC: DFL#1 2 x 4 TIC. SbMIk,ed ar limos at 3-9-0, Pud n design by OLhm, BC: DFL*12x4 BC: SftcxtxiiorPuriinsatlLti[ldlliLiiitdesig�thyOtt _ Web; DFL *2 2 x 4 uErpt: DPL#I 2x 4: 1$,4-5 Loads I )1<hi-5 [rt>� has barn dcsigrtcd fortlae elects due w ] O prcfbdlom Dion{ h vc ktad Pits deed kradg. 2) This truss rats ban do Lpkcd farthe elfeas cfwind loads in ammLwm withASM -10 udth the foilawing user defiettd input: 110 mph CFWaodl, EKP09M C,F=bmdGgbKfLp,Rink {itrgmyIf, [hand Bldg Dtns250xiUfr,h=l5fLrvrlZmr-Thm%Rcxhendome oonsidered.DOL=1.60 3) Mnirrmm saoaageat(ic loading Ius bunt 1607.1 4)A2541hsmaringls nkk:rpottlt63�hmbeenapplied[atheBCd]rmun2itvmhothrrdead+hueRmt. Wnkber Forces rw*mabwID mmC![csaWracoiFmly3xs{gym ^:n i'fgn rc kwmn rFnd.k ZC 12 %1&I - -zowk. _ 12:1 U30] - ?i751rn �t- QAl4 4trtr� •1m ?np5be 416Ou5 117 OM losslan (.74LN)I2A 0003 410f O40 �'Wlw o2MI Nis 1)1 DIW noted o[herass4 do nor out oe akermy IM59 nie[nba or plfewittseal[ prior *FOVad feom a PmfessiomJ J izgincrr. 2)'1Lc fsh W10n t0kMICe for thi s nxtf tntss is 20 % 4Cq = RSO). 3)PWAdeadoyus,tcdrair crolueuentpMdi0g• 4) Brace boa4m dtoni vnth.Wnvcl shmtkng or "10 perBIaditg Slucmlary. 5)A veep E mor of i flO 1=bml aQAW Far nlus truss zwfAis. 5) Listed +vital uplift reactions based ed MWMS i k4 haling. rur� gO��1q w No, C7 517 r4 m C ALL PEM0P15P)*MCJ4ltJl"Hn1MuV:iEFaCDVJ'CR3%')-�ANYTRMBASML?a%nM RMDESIU4MAWDCIR1 MntuC'I> 'l[JRl•FFRTGM..l TA&&dd�TwnSufI-x= S,fn.M tF THEU, MW—MCtZ, i II411'L#7iCx 6 QUA=cAnQz s>= FCRM ¢a"['IE EAaZ b+>Bn11.1' uax-zs nff.uq lui> .9 II;.s[ Fnwrmnis r*sK Nh1 n Rage �1" PAALK is AwnewFMCU&J=UXWREQLU7DEMG^iVUDUMJ '<k��aLIY EMEoxP R—IDAISAREUM OMEGA EQUIPMENT PERFORMANCE ENGINF.E RING Truss: GAX I V I 1 VTAl VO WAY, SIE 4 kbNanwwalleee Pf11.M SPRINGS, CA. 92262 Dace: txWV19 14,3337 WA23-" Page: 1 ad<2 WAX FI UH QTY OHL OHR CAMT'L C•ANCR MYS SPAC'QVC WGTJPLY 1-71&0 02V12 1 0-(W 0-0-0 4UU 40-0 3 24in 56ft TT 11 3-5-0 r5 0 • 3.6•U 5-0-B _ B-5-B SOdi 13-6-0 4at_4 0 2. � 2x4 1 A ago 3.5�a 5-17.9 o•o�p 5-n•a 9.5•t7 9-5-8 13-ii-0 All plates kown to he Fade 20 Unless oLkrwvnse noted. IAeding WO General CSI Deflection U (toe) Alavmd TCLL: 2G Bldg(A&- CBC20L51 TC: f126(34) NiertT- 031in L199B (&7) L_/Mo TCDL - 21 Tn 1-2om BC: 026 (6-7) ►kw Ll- 0.02 in L 1999 (&7) Lf 360 BCCLL 0 RephA6r: Yes Vft: 027(4 5) Ifor7,Tl-- 0.01 in 5 RCM: 10 LtarotcrDG.L- 115% Reacilion rr ftcamLc Srgyitlth_ R�dIBM YvLBt3 MaxHca—, MmCjwvUpba MaxVAFdlfphft i41asUpka MatcLI(Xu 03104I '�q'(JF ES5 I�, ` S 1 55 in 1-% 1,431 i6s - - 51 Bxs S 1 55 in { O l S6 i❑ 1,431 Ihs CID Al W i� 13. E i hl 1(: IXl_ #] ? x 4 TC: SJ coded a Rtriios at 6-3-0, PY¢lin dwigl by{�Il rjy iY $C: Dl•3..#12x4 Rt�: S1trnlhcdarlitrlinsailL7114,Fut3nd�gntxyQ}>cr�. 94Eb_ DFL #2. 2 x 4 1j)11" tam teas but ti=grd ftwthe cffws due to 10 psfbonofn chord llwe bad rhm dtsad kmd-L Cl 2) This trusshmb=dmgtetlbythe tftasoEwindladi:71a=nlm,nevilhASM-10with llwfuhnvinguwdcfimdLrtput:110rrrphrRaov4. Lbt CW C,] Gabkl�f*, Risk CaaxyII,0vergalAigDims 2�ftx60It, h=151t,EWZomTrum,Bothendvwbsmn.idard:TOOL=hill 3)hftmmwnslnntgcatticlaadinghas bgwappliedinwo mirwithlBC16M.1 4)A 250I1x nYOviut�sprinitltz pair[[ i� has bear applied to the BC cnnaamnrt wirh athtxd©d+ li�+a toads, LoadQw Dl: StdDeadLoae D�Mb and lmdc Number Lo=iw 1 lxtian Direetiom llt a Start Laad Fzxi LCad 1Hb►5idth 'Ibp DM 13-6-0 DYM Nj 45 psf 45 psf 24 in h'Ien ber Forces M61edloat� �h�vtb t n� �I6aoS Gantanr�c iaacdd�afiamrrm mt�l krrlCkiS tt t9 .r 70CAhGaGshvan athistable M: 11v fmv -1.164ft" 12-3 0. L44 -I-iY Lk. 1?d a7si,-7.:.wn. 1T =3 1,21Jw 145 4.7E 13M6 977 I)Uabssnoted0lhtrwiw,6unotwlwa1DaartytrussmambaaplatewidrootpagxVpmvalfrncnaPMkMi oalEngiUM 2)Thehbri cnwkErnwforthismoftmssis20l*(Cq=fi n 3)Pmvidcattkgmfadsain topaevantp_ndittx_ 4) BT=ebodetn dw4 w th appmvW she Eft or puffins per Br&mv Statnonagl. 5)Aae€pfadox of 1.00 him been agapYedfor this truss wAysis. 4LLLFERAONSRMxLCATU4'cHAIAP CAERBCnNGCRWTad.iIIJG.arrrreusslanSEDU'QN'IM TRWnMCNLW�.vu:Lr IRLUIM-MREVM MAI 1. I Twee AOTnas5udtwauev5.5330 CF'li-�,I1v�7RUCISOPS.: rn,trrertpL,�,�yp gR,lgl„�[GiIICt+15 SGI' f�7f[113i1N'[]i LA[.;L� A+�UIL,PR�ii;1 ]C"rR 17FSTl� FitTIffi 1551_� WTL71710517ISI�lki•D ,�yn am F FRCfwi F11G38LFOPlRE�4,�T. t7F5][3U Y51fDixV[ Y{41�T1 r� F. h+ff=PA1_t7G[�'IOR.S ARLLSID D+1$le �lal Protects 0MFGAEQUI MENi" PERFORMANCE ENGINEERING Tnrss: GAX 1341 MONTALVO WAY, STD 4 JobNsrmi wallacc FAIM SPRNGS, CA 92262 Dalm. liMW19 14733.37 760-423-9479 PaSr 2of 2 SPAN PrrcH QTY 01m 0Hm CAN l' L CANT R PLYS SPACING WGTiPLY 1360 025 f12 1 0-&0 0-m 0AW 0" 3 24n -%]bs a] Lrmw k+i, naw=v lnm& sRau ae bWJt and attarnea as toWm. , lKYPh: ldd Nails oe Gun Nails[rn;n.U5"Q TC - I r aw@ I M in or, 11C -1 mw U 12 in ac , Vkl)& - Ira%@ 12 in ac. 7)V6nappliedioedgateonaneside of&Hmdvnor f1pghdwdwftVIdacmiwari113t91h7[ioot,it�1d1onru ors ondxWiderside whamsuppm[edloads =Vp6sd. Whm uppiied bads aeon both sides of gir*dAbla the spacing and instal halEof the corrfttrus on urde.si& of &Aa and km dip the gitdef to ins[Althndlvmhslfofthcmulo7ibmontheapposi(eside(aidoublethe rOng),Cor=oRonoppxiteside::ofIhcgicdffshallhaafFsd. 9) lAaal bra; ng steal 6e og&bed to each ply 9)ANfastmm mammum 21I brig, unlms udwr%wisoroal 101 NEds iu 1s[ and 2t[d ply shall be offm ftom su=sivepNes by 1{2 thenal syc[ng. 11) 1. and wirxl uplift moians baud cn MMM Qil� k akn& ALL.PERSD7 SFABECJS7II'rG,HANELnxrASK'rMCtl}ZDUIIVGANYTR BkKDL"Ti1STRL&MILNDlt AWU%C,AREl7w�7RC!C7MTOREFi3tTDALL I [1ue ld hassSaFiwere*56334 OP THE titSQtllCIIGT IL4ffL417Qh6ANPQk!4llF]G [IQ['ZiSE i0UHW`111EE%aF.Iv1F,W.PRCFXUI'S MICa+'N=iS9iQDW1Ifi'f}3.S l7mENAhD'1 MetalP�e�e[S 4=AALRFRCML1AtU1AAffiRF3gL=EE5it3iW1UCAI YW-HMEAUEWFAL0"11C'1Qt5ARE LSM 0-) EGAWUIPMENT PERFORMANCE ENGINEERING Truss: H-DT 1301 MONTALVO WAY, S E 4 lobNamm:wallaLce PAUA SPRINCTS, CA, W262 Dim- 0W19 14:33:37 760-423-9479 Page: l aF 1 SPAN PITCH QTY 01-FL CER CANTL C:ANTR PLYS SPACILNO VKMPLY 1[" U.ZSf12 1 0•3-6 ?-m D" Q44 2 24in 741bs 1$-J-12 L— 5-5-7 5-5-6 5,5.7 2.3•11 5 5-7 10-1D 13 16.4.4 0.25 123 4_ 24I a4 g T T #� 0 4 8 2 -12 v TT 1 2.41 ax 5x - ai l 0-0-0 5 5 7 1n-10-13 16 4-4 All plate.& shown to be Eagle 20 unless orl]eawise mold Loading (A General CS1 ]17eNcRon L• (Inc) AMwmd TOLL: 20 BUS Cade: C TIC:201 U TC.: 024(4.9) lirt TL: (LIIB in I- f 999 (6-7) Li 240 TCDL: 21 TPf1-2014 BC: ar((r7) )krlLL: OA2in Li999 (6-7) Ll360 ECLL: 0 Rcplxlbr: No 4iftr: 02}(17) H UTL: 001 ill $ BCDL; 30 Lumbcrl).O.L -. 115 5E 1131�41 Reaction / �V�3FF-SJSI{]r�• TC S%Cm bo Kg1l1mVdd1h Max Rala lAnCinwUpift MwWadL]Afl Mpauplifr NLREatia f►. f#��'��( � � 5 1 15 in — 1 r41 Dx NlatBriLd Bracing 0 C72517 ni lm TC: ]DFL1f12x4 TC: 5ftmthedo�HufinsatC:sil.Aurndesigabl'OIFiR3- BC:: DFi,*l 2n 4 BC.: @wMhed uu FL,rhn l ]O D 0 FwETi dmigntryOLlun, Dads 1)TMsmwhasbmdesigtedfortheedfasduelo]0psfbNioondo. Eva kmrLplus dcodloads IVIL 2) This tnuis hEA boas drsig]ad Lruthe effects due 10 drag had disf-Amied,"Lg-%Ivw ualb ahxlg the bottandmd from 44-0to 164-4: 215 plf, 3)•IN&auashmbBmdmipediorthedfimofwindbads inwmrdamewi[hASCM-10withWefalbwingusudchnedi�ue I1OroUiidomd),Fffpme C. Bwtsd], GaW rip. Risk C�drVKy ll, Ch+nall8ldg N rILs 25 $ x 6D1. h = l 5 ft. Fad ZpA eTmss, Psx4 cW wcb5 Quusl6nW, 170L= IM 4) Ad do um storage attic bading has bmn applied in axwdanm wi[h 1UU 16(17,1 5) A 2-50 IIm mov]nF)sprinklkr point Lead hm teens applied ru the BC uanwmu Alh uUwdead t live ]Dads. Member FWCes Trb1- ; : 10, na cs4 m� «� rdw m �twz �d tie l a�.mu �a rvRsj o aria a� itn., e�sn a s c 'DC I L-� o-^] •I.119Lte 29 DFI -3.10 n ML1 110An Dc Im ikLo -_w 16 J3.7 ImIn i-m Id 77 {I.[72 586R. 15i IR fif" �]IIK 3-7 OW-43LO" 44 0AMA -1.410 J6s Zm5La1 L? 0..204 1,rm hs (-I]] NMI 24 R0% -6-m N 45 a06L maw Nefes 1) Unless noted otherwise db not ctu or alttr any truss manL]Qnrplete wi Haut priarappoval fn7m a Fis firs unaLrn�in� 2)the f4 iimtiontolaamceforthisrooftrussis209E(Cy7OR) 3)Fi-V--ftrgmpWadmttgaatuim9nly,Imiallhmij. sperman«%c.m�eg=mmenrlmions. d) Ftavide adequate dnwq�r-tu pn-vmt par&gv,, 5)13tnoc f mxn chord witb approved shtwNng arpt[r ins fta Bracing &trmmy. 6)A amp fartmd 1 M has been applied for [his miss analysis. 7) The SoLrra shown far tlds moll -ply truss aepaply aid the m=ons ae for all pbm Two Kkr4W tri w m she11 be brut ilk atLadeex3 as fuWvw PQ pV-1 Fii NadlsorCwkNails[min-135"x7]TC-1 mw@12inoc,RC.-1 mw(LDL2inoc,►an-Iruw@f2inq¢, $} Wtlell applied ]Dais aLe on n]e side of g}rdq do nor flip gixd�dUsiDg �tdcramrleaur installuio4 ioStEl ttVrLwCuxs tx-L the � airs sirlc wtegc xuppated bads arc aft ad- Vehm appkd keels arc on Lath side•& ofpn duubJc die sP ng %W u]btall half of the omnectom m nee side of gin3er arxl ffim flip the gird[rry install die alxr ILalf &iba oom wvrs on the oppml to side [at doubts the oonstedor slydting). C:rmrlodlora on oppasitc sides of the girder she0 be ofLw. 4} Lffiaal flr�ng shall be attacitrd to tath ply- 10)AQfasterLers minimrm 2-1{�"L�, Lndmss athcvisen000d iI)NaikinLstwd 2FApfysha1Lbeottsetlnmsuureasivephisby1+7LFi&nailspaang. 12)L.is[ed utirrd upliftseriiuns bmdw] MwFRS0n1y badiog, ALLFL325CI�SFABRIC'UMH+t ; B�r OCFINSzv-Ix4+ iANY7RLSSBASMUICN1lAS•IRL(SSLI L2gDr.aWIM.AREIWIt{UaMTDREETIt' DAL TrvcBui]d TnssSafLuarev5b33Q OFTMIN5TRWn0Nc.I.lAIl7iOCNSkM QLALJ17GUIONSSBIKEIHINEFF,F,4i3RNUUALFRODUCrSDEIGN N0YMissi:IDY41Imi-EgDMIG]AN5 Eagle MetiiRa acts al3PL01►Ii LIELVdLV-LLUPMREQEE%T.UA74V41II7(MYWFIENESkIEh1LTAL.CCNR+-B=ARHi-NPD OMEGAEQUIYMENI PERFORMANCE ENGINEERING 'buss: H 1101 MONfALYO WAY, S7E 4 Jn1iC�lattle:wallate PA1 Al SPRLYGS, CA 92262 14;33:38 760-423-9479 Gage: 1 of 1 SPAY PITCH Orr OHL OHR CANCL CANTR PIYS SPACING W3,11AIL.Y 16A-4 I125112 7 0-M 2-3-8 00-D Gim I z#m 76lbs 19.7•i ni 5-5-7 i 8-5-6 5.5.7 & 5-5-7 1b-10-13 tfi 44 0.25 12 - 2v g T Al S4 - 7xB - 2x54 l 0•0•0 0-0-4 5-5-7 ' ifl•'6-13 itr�-4 All plates dx wnto be Eagle 20unlam atherwisa waA Lmdiv (pp;� General CSI DeWedon U (bc) Anowd YULE= 20 RugCwf: COC2010 TC: 0-41(49) MVTL- 0.0in Lf999 (67) L1240 TC',M; 21 T I1-2014 13C:; 048(6r7) I MrtLL- 0.65in Lf9w (f,7) L1360 BC'I-L : 0 Rep NIbr - Ms Vkb: 0-41 i 1-7) HamTL, 001 in 5 BCDL; 10 LaambmDOJ-: 1I5% Rkacfi 1 IT BrgOwnhn B3gW,dth RgdBrgWd[h NbxResrt M2xQwUp5h hiaoWjAUplift MaxUPub Ma¢Harix S 1 13 in — 982 bs 5 1 15 ill 14iawrial Brining IC: DFL *1 2 x 4 TO SNmdktd tr PurLnS at 41 a}, Hahn designby i 7lheis, BC: DP.*1 2x 4 BC: 'J AWO[Purli3tselti}-C�4.PurindtmignbyOO=, Wcb; DM OZ 2 x 4 Loads 1)'Ittts Huss hw boat designed for the of xU due to 10 psftwtt= chord live bad Flux Arad kais. 2) This truss h5bcm dasigaW Pj.Fdg cffws of Mad Wis inammlmwewithA_SCE7 -10 wiihthe fok%ing um ddnM tttput: 110 mph (F-.uonKJ� EXPU C.EM*MK,CtshKEp,Risk ('xtrgaryll,Qv Bldg Dims 25ftx60ft,h=15ft. F70ZmeTmtt,Both rndwefwm siokTrd. DOL.=1M 3)MnimumswrageatticbadntIns bornappjMineoaord;inwwithIBC 16U?.1 4)A?90]bsmmdriglsAOn apint loudhatbamapoadtotheBC&rxmauwith otherdcM+kweloads. blenter Forces M66:di3mAptaOD. max C5�rmzWKmmm�..+mtaIhftu ft„�wLd%lm +Q* mF-i-eimYttb.am4�mnoniLs13bk W 112 aim Z(12A 1-K I1.3 OW .A351h, 13-L aUx _1.r,sf M. 11-7 {LME ZIAAN 12-6 0Ip 325ft (!de 0.377 JX-ths NO1es 1) U ibm uolai SrJ>z-vw: ye• & nca wt ur akcrmy cuss rrlgn6a oo pbie withou4 putiar appno-vslfmrn u Hufecsiwal& g nee 2l The fafaicsuon tol ome for this roof ums is 20 % LCg = n ADS. 1) HuVm am ficwgmphicalinnpm*flononly.LuskJbwqp:mpermimufwuCATvLWnMMdallons, 4) PmvidegdequsbrdlegnegctoPFB 5) Brace bottam Lhunl with approvM sh6rttting cQ purtuts perBtadng Sumrnnly MAueep faaorof t,00 3ma been appiied frrr & s rruu malyais, 7) Listai u•indupli8 mactiambmed wNTVVMSCk* loading_ CIO No. C72517 i Cl u1.PIMSON3FAIWCARJCtiKQCL lr_',MWMII-tCtRMCIALLinoA.NYrRv B&SMIJ?OK111SMUM L*51{zuMAaruut; EL',N 1LP=ToREFEPTOA.4l Tav&kaMTvmSufiwamv5.6334 CFMEII IRLIC110l,LIkA'Tat1I0P6AND QLOLLmi:SWmt,`brRMH1N'LNEEACI NM1EALT-Rao4X'rSVESICNI4MISSUED HTTIIIMSL=. iNAND pagteMCkBIPrCx�C?s ASA9.Affi;i1t�WhACU-ELP NRI3ZLST.t]6IQ %%MQhLYR�gT1Ff1C135MET5l l]C*Rb EMARpLSa" . ONTFGARJUIPMENT PM'ORMA vc E ENGINFEW NG Truss: HA 1101 MONTALVO WAY, SQL 4 JC13 fame: Walther: PALM SPRMS, CA- 92262 Gate; 03,04ft9 14,33:39 760423-9479 Fagg: 1 of 1 SPAN FJTCH QTY OHL OHR CANT CANTR PLYS SPACING WGIJPL.Y ] Fri d 025112 8 0-00 0-&0 0" 0410 1 24 in 901t6 18-44 t 4-11-8 i�11-0i 5-0� 55.7 4-11-9 16.4.4 [1.25 ' 12 3Y 4 - 2�4 4kfi IT 3xd - Zed I 2A I 7%E - 2A I o-a-tl o•s•L1 a-s-a a-oa 4 11 6 4-11 Q i-0 5 5-5-7 4.11-0 5 10 B 1 1a-tg is 4-+s All plates s11Dvm to he U& 20 unless o"rwise noted Lmdb8 Wn I General CSY beflerkum €1 {loc) AIlawed TtCU! Zf} Bldg Code: COC2.01.6l T7C:: OS](12] uerlM. 431in L1b31 S LJ240 TCIII.; Zl TH1-2A14 BC: 030{9-10) %AVLL, 8,lin L19% S L1360 Bcu; 0 Rehlbr7 Y¢ m: ak7(9s) 11n7n.Z 0,06in ti 13C7]f,- 10 LunYbu DjaL : 115 % TT Is-;Comho 8 v,ldri, Rqi E1rrJrh MaxRean hlaxCaarrll 6f7 NisxVlttriU fl VlaxUpWr ice[-[osia M31�eC�1 BraCllig � � �� Tr-: UL #1 2 x 4 TC, 5hxateashed or Purfim at 3-1-1. Mn desigrLby Ot =. u jai Q. T 17 1, Bc: nR.#i 2A 4 RU S7hoiorlluhYssaiILiRO.Pliniodeignby0am. rrl � ill$: EIL #7 2 x 4 Loads 1) This lntss hes bttt dmipxd for the cf%cts due [o 10 psf bwom ehmd live kad plus dW kwdr,. 21 Ilms Muss ]yes boats desigtad ferthc dimb of wind ka„ ds SCE4 in wwrdame withA-10 vath Or folCAv4 user defined input: 1 I fl mph TkmxmW), Ct C.EbdwaJ, CvbWfEA Risk CowDF3y A Clmw4 Bldg Duns 25 fk x 601k, lh =15 @, Titd Z0ftTntss, Bath cM uebr; ocmi6n-ed. DOL= 1 60 � F C NO { 3) [41'wthnun stooage i,t[iC k7aling Isae l�€m mppliexJ in amocdmioe with IRC I ,1 4)A 2S6lhs ghpdnkkrpaint load has been applied Lathe BC =mrm% hith othadrad +live hair, lj L oadCaw DI: Std DeadLoad DahlutedL+& 4itanber l.o=DaI LLhovsatt2 L}itrit}ot1 4mmd gatLarl EMLaid •rriblMckh 34-* 0" 4-1I-b downs PMJ 5Rd Spsi ?4in Member FcIrces 73156 - Nb-b- RX nM Ca UM 03A bK aTW WFqX hU Jd&Mbrnlftk &�„sbw.�Q*iaM c,m�nal„MLdULISLAk Tc -�,[,ea� i � a.��a0.312 .S35L � I�t a;aso aari2 -I !w 1 iu DMECAEQUIPMENf PERFORMANCE ENGINEERING Tr1L�& H84)rr 1301 MONTALVO WAY. STE 4 Joh%w,wallaex PALM SPRLNW, C.'� 92262 Daft: Q3 W19 143140 76GA23-9479 Pam: 1 Of 1 SPAN HITCH QTY OHL OHR CANT 1, CANTR PLYS SPACING 'WC'iTiPLY 1644 025112 1 [1-M 04" 0-0-0 0-" 2 24 in 71 Is 16.4.4 5 5 T 5-5-6 �5 7 5 7 1 19 13 164" 4x4 0.25 12, _ 2V 41 941 d s- 54- 2al 11�•o (1-0-ID All plains 51WPA- wb@ Ease 20mJe&q ail erWi.4B mi'Ni ' "'�""'ia si'�' 7 [7eneral (M DCl'l 00a1 U (IM) A&mwd TLLL : 20 BUS Code - CDC2k1611 TC : 0.23 (1-2) AM TL; U•49 in L/ 999 (6r7) 1.1240 TCpi; 2k TAI-201a HU: 0.27,(&7) )iy11- "I in L/999 (6.7) L1360 BCL.L: 4 Repbar: Nc Wb; 0.31(1-7) Harz7L, UA1m 5 BCDL - 10 Lmbcr l.)AM—: 115 % Reaction ST prg('.xntn Erg Width Rgrl13r><V9,111i MuRairi MmCavUplil_i4laoiW10[jpiH bier Uplift Max Hain S 1 I.5in — 4981bs Maferkl TC` DFIL#1 2x 4 11C-`- DR,#] 2 a 4 %Mb: DFL#2 2x 4 Bracing TC: Stst�t}fod nr Hrti ns at �3{1, Fiutin design by tJlhna_ BC. RewbedorFI-Hnsatip-0-q,Ndndesign lyv0 m. Loads 1)P This in= ha hem dmiglcdfCn thl:dt MS due t6 lO psf hattarrl tFlord five loci p61s dyad Joads. { 2)This in,sshinbtaldmigmdfwthccffwsdwwdrag haddlsObutalakmgsimrmos&' 0119lhcbMomttotditom(-0"ta�fi44:214p1f, V 3)Thistrusshasbeatdtsi iedforthr sofwindbads ina000rdwM';ithASVU-IQwith11afoliovrir user deftxxiuyxt_1IOmphi d7&posure U, F ukoed, LabWft Risk Caiglgxy ll, pwgaD Bldg pits 25 fk x SDA, h = 15 fi; End 7cneTnlm, Bcrch tnd wnbs oxe deled, DOL= I A 4).%4niumstorgcatticbodingtug beenappliedinu=nlaioevnthwc1dt131 5)A2501ha mDvinghTni lklnr q nt kA hm 6crn applied iothe RC nxKwrcm uithatherdmd+live kads. Member Foms t frntu V. MR CiLMM A d ud ipmy U d_y In n Cus ylM4 uc�irwr n ll� pbk T-C I:'. 0.2N -i.LI hs I-1 019E aJ L&N LI'N 1�. I 1-7 0310 1,1%he f" FAA 16 0.993 to L4e 145 0.(A9 431 rtc IIk�M 1) Ur0CPS notod athWMft do nOt art Or ahtra<ty LfLLU memh8or plelc valiant prim apprrwulfrum a Piuk-monat E*n= 2) The fahriimlion Inlemin for IN s roof truss i s 20 %{C4 = OA D}- 3) Eiangeis ale frr grdpkura1l anion aNy. hotel haugas Pe I11arxYfarl ur'o'S mornnmrnrtatinns, 4)Fforideadequatedr kVt-tupoevmrponJing $� 1�[BPCbaStO[IY Ch01d %41[kY app�OVe� Rllet[Iringnrpurlins pq kiiatS]'1g S�]IYL4'R}', 6)A beep fartnrnf 1,U11 has here applied for this buss arvdysik 7}The fourssFravm£or1biSmuitig1yLLLL4s xepwply ide"wOtntssesahaltbe[RALmid allafedasfob,wwpwpI 16d Nbols orCimt Phil;[tttia-135'k3 J TL - ] mw �i ]'3 i n oc, RC' • 1 row @ I2 iv oc , Vi1�s -1 nnv � 12 in oc. 8) %kbrn applied loads are on cne side of gLr* du nor ffipgbdcrdu&gg1rft W nnmar installation instal annouiw%nn the giwr u side whne supported ko& me appled 4Vhm.pFb id b" =on both sides ref girde{ &able the sFurin$ and in_" halt'ofthe ooWertors oo ale silk 01 OFUSM NA nccn 1 ip dx girds to inslsEthe dherMY&the owuwaumunthe gppiniGcAc{at double the oorviertar2*ug).Cow=m-.onoppositesidesofthegirdershagbeodfetr. 9} l..araal blaring shaIlbc �taehed to each py- 10},44 f�taras nri�tirnwn 2-1r3']ong, urrl�s otherwise nrlmxi 11) Nail; in 1st and tad ply shag heoffsa fNfu suoaessive plies by 112 the nail spetirig- 12)Listed wind epUfi m ti m s tmstdunMVUFRS klading, i of ESQ rQ Q p F1 w No. CT2517 M OC M A[ZF®i.SCR�S54BRTG1'11t'iC'Sl�kk"�J1-If'R�.II�BC:IIIVCrORR'SL4L111I']G,�[SY'IRC.45SBASh1Jlk'CkV'l}!S'iR1JS5L&;SLC3�11�i.41V17'1C*�EII�'II{SA'III)TONl.�'T3Z'lURrl. �}�Riii41d0Tfiie¢ Spftyvale t+5,fj 33Q CF'fF1ER,U1RUCn ,1.-Q+$'MWATDQU+1.if'1CXaUMSW F0MHfqTMEAQEWMMWCMlXMGNNUMS155LMWTMTWSMTGNk[ID Meulftaxl5 A AE ifJh'1 AR1 f EASi-E1ICNREiLr. i]i� FSHW 1KMCf%Y WI EN EM-1-h h1EML CortfirMS ARrs1 SM I UMEGAEQUIFMENT PERFORMANCE ENG ER M Truss: HB 1301 M]NL4LY0 WAY, 5TE 4 kbName, wa➢aer PALM SPRLNGS, CA. 9ZMa Date' ffYW19 14:33:41 760-423-9479 Par= 1 of SPAN PITCH QTY OHL OFIR CANT CAN'1'R PLYS WACTW-T WGU}f'LY 16-44 025112 3 0-H 0UO 0-0-0 0-M 1 24in 7316s I 6x6 - l e4-4 5 > 7 5.5.6 i 5 5 7 10-10-13 1 1A d a 0,25 12 3V. 2v i 6xt- Al 6'1- 7-1• 2AI O-D-p 6-6-0 6•5-7 5 5 6 5-5-7 5.5.7 10.10.13 16-4-4 All platessM"toImFAgle20wldmt crxiicnoted laedittg(psf} General CM Deflectiom U {loe) AUoymd 7CL1: 26 Bldg Cade CBC2016} TC: 0.44{1-Z MMTl: O.Fin LI'199 (6-7l L1240 TC17L: 2i 1AI-2014 SC: 0.48{6-7) vetIJt am in L1999 (6-7) L1360 BCLL: 0 RepMlx: YM Wgb: 4,42(1-7) H=TL: 0,02in 5 BCL74; lU L.umbwD-O.L , lf5% Readion IT &g2Ubo BFRW th RgdErg Yhcdh MmRei. MaxGnlwUjIlil 34TaxWndl.Tplft t6xUdA MaxHaea l ] 5 io — 99R Rks 75�s 5 l 15 in — 49R Rs� Materisrl Bracing 'R�' L*L#I 3x4 'IU: Stl�ttkziorIiufulsal3-114},Aa6ntksigrlby0th�s. SC_ EFLgl2x4 BC-,5kuuthedotPuLUnsaL14U4,1?Uttindcsi$nhyCRhiss- Vthb, Doi, #f2 2 x 4 Loads 1) This truss has been desiped Rx lhedfwA dueto 11) psf born n chard hvtload phiN Amd kKK6- 2}Thislmsshmbemdmigiedfor dveffeasufwindkmisiosupIdxxcwiLbASCE7-14wilhthe kWAigm9erdefinniinprt; 111)FWT OR)d),Expu C,FjOwnti,Crlbhlbp,RiskCsagpmyILOurra11MgUml.25Ftxfilfit, h=15ft,Lad 7kn)eTruss, BdheiOweb6mmitkA DOL=1.60 3)14Lnimumsli.a Allckmdilrghisbearapp5edinaxoxl o7 wiih]BC1607.1 43A 2D I m ILTouingfsptinkkr point kind has horn apphol ra the BL' wrra nwr with ulhrr deed + hve L,ada_ A'lenberForces M*inii=:MrlbfFID,rmMmlaxu2alom[neosvxV.famiftffecr5anmoo3ndluvlOnlyhoompiQem]Ulllbsmft-nofthis mble 1T.• ILZ A,ul -200M 13-3 ON& A.9016. Ira nrlr-1_W6iK I i-x Q.Irm wl '2: Ikm'4 deAlw #4 ft'O WKYU 1-7 UL5 Zl�lhs 34 0.058 -W bs #,i A,IIo AILk216s Netts 1jThkse1" lorthe-wisr,dvnotwlwak%anyassmffrkcorp]Yewithxkpnar2ppwvAj#anaFfDt•ssionalHng5Rbff 21 the fattricaionto]eGr�e fortlris maf tn¢s is 2.0 'Pr (Cq = O.Sflk• 31 � forgraphinll i rltletxetnliou, w,ly Inslal kmgala p� malufactus�s reaartm�enduiarrs. 4k FYvvide adequate drronagcto pm+aLt pandilLg. �] Bracnhutiutn diald with Ord slgalhing a plJdti�>s ps I3rri�y; Sunmsgy, 6) A mvp factor d J M hat Fee, appW fortlus trues maysis- 7) Listed wild uplift mldionsbased unh4VslRtSOnly]atling� P'. s C-D O r I No. C72517 N � v0- ALLPIIRSUt•6FABPJCdt[ v;,x4MMZ�B'1ihf=oEc6s6TA DUAvseELLbSBAS DUUgrFEs'1xtW DE51CKDkWjtGALtL MURLURID UREFFIt IOAT1. TlueEwW9TnmsSofmamv5.6—W CFIiIEIPl47iC41CISC G.LLB'IrIAUUMANDq-mmc.%ncm M KRTJ-1 U7HE S%aLYLiALMAXJUJ-5 DESMMnM ISSI M MIH71ISD 5MAND 1 d�ls Mri7llPiodutLs AYU ABLRFRfO EMZEMl� RBXI R5T OESIGI WM CRY ML-N MaEMEIALL l]T+N3']C1RS ARE I EM OMEGAEQUHWNFPERFORMANCE ENGINEERING Truss: I 1 V I MON ALV0 WAY, STE 4 dobNmm; wa111acc PALM SPRINGS, CA. 92262 Dale: AW19 14:33A1 760-423-W79 Page: 1 of 1 SPAN PrrCH QTY on OHR CANT CANI'R P1Y5 SPACING wullmy f 1-9 O.25112 6 O-W &" 0-m &N I 24in Rlba ¢1 o-o-a 8-0-0 All peates Aw4n lobe Riot 20 tugess otherwise noted La Whig (psf) General CSC Dclkcfion LI (loe) Allowed TCL.L : 26 Bldg CodeCBC 241 N Tr: 0,12 (1-2) Yot TL: 017 in L 13A2 (4-5) L 12413 TCDL - 21 TO 1.2014 BC: 0.42 (4-5) %Se IL: D.D6in L i 999 (4-5) L 136w BC:LL.: D RrfMbr. Yca Vft: OD9(3-4) Hnri'I'L: iJin 4 BCDL: 1D LumberD.C1L: 115% Reaeflan IT s Comba 3rgWd1b Fl all Wt i4 M;%Rw MmUsUpffit MmV&idUpkfi MUDL Lki it lv"I-hm 5 1 53in 1S0in 3841hs.0 Im •36Ibs-16016e 4 1 L 5 ui — 394 hs -26 I65 -26 hL Material 'PC: DFL*1 2 x 4 JIC: DPI.#1 2n 4 REb DUL#2 2 x d Apr DPL#1 2x 4: 2,5 l )I$-L5 2 x 6: fr3 IRradlig IC-' 5i,�h� tiufiru az it3it l�nhtt desi�l by Cltiltra, F3C:. Slse2t}xxl ix Prulins a[ 10-4-0Flutin design by 4[he[s. 1 um hm beep deaigmal Farthe etTxts due to 14 pef bottom chord five land phis dead load. " 25This rmssrrsbeen dmgedlfor the etMsuf%iTxilnads;namratEwewilhASM-10wishthe fb%wingm=LSel;neiigw; 114)mph Tvuoredj,ENxm= C, Endasod, Gahk+Mp, Risk Caegtuy 14 CmErtY Bldg Dims 25 ft x W ft, h = 15 4, Jirtd farms, Bott1 red webs onnsAm& Mx I A50 3) Maim= sr=4marir loading has beam applied in aeawrdatsce wide IBC 1607.1 4)A 250Ibs nmvm&pdnk1a puicol kmi has bcal apptcd to the BC wxw M9K v iih oth&dmid+ hr k %t. 51 *r - Wiclhca peeper wind Wing has ben appbed to mcmher&I memhcrFarces Iibicoii=hk rbfflD,rrurC�LmamW hot, wmanVvxr2d&hcrjtanmax&tdtonr'xOtlySyss@.andun3W6—JL.—inamair. NcKcs 1)Unk rnoted alhrrai9e,dojut cut arahcanytr=mcmbxcwpkewithoutpriorapprovalfmaPmfwninnal"n= 2j'13rc fahri�on 1017aIKC �en this roof IIYISS is `Z{1 � icy ' O,bO� 3) T�,u is fiQg>:phioal utiCspir:retion oaigc kestall hSngtrptrmanuFrtutdx reontLurRfYdaKlcsi, 4) PtovideedequsiedFmmWUgrevmt Pending. S) Jloce bottom dwarf with +ed ahratiung orpurfiru pa St'siag 55�¢ylyary, 6)AI kasl om wch oftN& tftm hm hem desigmlwith apwHJyontinthevmb ADpanel painLsonsuch wck�ssh4ibs6r=dLim* pmpmdiaflm(c Lhephm ufdmLT . Lwcsadbta=shdbeinxta1dwithinb-oimdlweb p"Paint. 7)A awp famraF 1 (10 has hacl 3PP60d for 1111s doss ans 96- S) Listed wiud uplift ieaalms owed on NIVARS 0" landing, 9)Pmapct IL, Min, ZL/999(fr1),A➢uwable2U12(1 ''u*' ? FESSi „? "r No. C72517 N m ALL FERSCM TA WCAnw,,HANDUWtiEkDT VGCR1abEA11J GANYTRWBASFpLp[7LY'11ftSMUSSL*S d4DRAAlm;MEISJRLICTFIDTORETIItTDALL I T,,B JdS1Tru,Saltwarev5-6330 iFTHED&-1RI1 ONS,LR44T4 ONSA KUA1M-CAMPSSEH RLH1VIMhACJLEWMALPROIAX.-51ESIGNNC71LISumvermTm!;D1 cNAhD Ty�GMeffiIPIC1�lCffi AWE ABLLTR(Nl EAUET FUN Ruq FS f. mim W m cm vummN r4a E P EC4L.t� ARE= OMEGAEQUIPMENT PERFORMANCE ENGDWERING Tniss: J 1301 MD7+T -4LVO WAY, 5TE 4 JobNumc:wallare PALMSPRLNGS, C.A 92262 Dare; 0M1179 14-33t42 760-423-9479 Page; 1 of 1 WAN PITC1i QTY OHL OHR CANTL CANT R PLYS SYACINC WCiTJPI Y 15-5-u 0z q2 1 w 040 4 0-0 0-0-0 1 24 in 741bg h 1 11 5-1-10 5-1-11 5-1-11 10-3-5 15-5-0 T o-a a 0-0-0 5-1.11 16-�5 15-5-0 All pla=kKwntobeEagle MixJessotherwise rsalled Loading (peF) General CSI Deflection V ow) Allhmgd TOLL: 2D Rblgcv&: CDC2010 TC: 0-44(1-2) Nar71, 0.151n L1999 16-7) Lf240 TCDL: 21 TPI 1-?1(I14 Br': 049 (6-7) Val LL- 016in 1-14W (6,7) Lf 96D SCLL: 0 Repl ibr: No Vkb: 0-N (1-7) li &M, o.01 in S BCDLz i0 LurnbcrDO.L: 11559E IICi1011 JT RTgCotnit Ii Width R(jd Ekrg 1 Mdth MaxRte Lt Mw ChwUpL1r M" 1� k Upoll Mm l LiwUm Horiz 81 ��in 150uY 936lhs — lKa I1r S 1 53-vl 1-50iq 9451ss hUterW TO DFLiVI 2x 4 H(:: U-1,#1 2x 4 VIEb: DFL*2 2x 4 cxoept; DFL SS 2 x 6c 9a1 Braci11g TO SkddtdtzPhrlinsat�--114Fl3t3ndesignbyUtheis. BC: Shmdmd ox Pluios at i D-0-0, Perin dms m by Othw, Loads IJ �R LIUiS hiaF bF� dCSLpIIiXJ fiA t1LC'�EC[5 dYIC LU lfl p�#11ot1um C�7rlj[{ IIti'F IG.Ti �lLfx r114tI lrlisls, ?)il,:LmAihmbcardmigraJfivthrcgauaf%indInds iam"wd Q�vithASM-[0mirhlheiuknvingusm"ipedinp4i:IIDmph(Fsr.emM.Esposlae C,EFWbaLCflhI ip,Ri4kC'lDVLKyII•OVaMll13ItieWrnSitx6D6,hHMft.WZr=Tnlas,t cnd%wtseuj6idamd.DDL--1M 3) l4finimum swi2Lc ink WL!iog h.-Li ima zpplW in as+ooadmm with tliC 16M.1 4}A 1-%b-TnuvingIgd LlG TpoiFA Ld hm fumapEcd to the 6{ 9CSYG17nM "th Odket'Lbt'FJ? hvrk Lkb. 5) ** - Udine& pmapti wind beading has bxal *pled roFnmber 9-1 Member Fakes rabk iedM2,-6 OM ma M nla w3A P3v, am mmpG ium I I kom imo WL" iw4 kR=gelmdme Ynh, w shown in thee LA& Q441 -L959h, a-3 03% -1.2G9!Lt. i�4.3i-I.W*iN VF c 1-9%;R1.1 0511bc •ice 1 1-8 OA-.9 lulha Zi OW9 4137e 18 .3 L 1@e (Zzlw 1 -7 0lm 2,C bs 3-6 (1054 461- 1F. 4-5 0101 4M km Nows 1) L1nl±ss rxAed ❑thcrwis{ da not DA OF alter any UUSS melTilw w pkr withouL privrapplv'+el flvm a f moWiorlsalingirreal. 2jTkleIabmc»lon>Lrlera far dnematUWSis2U%{Cq=0,901 3) Fmvidc adcglrate dtui,mge la pmGvrnl pLaldulg- d) SL80G boLtortt ehaad wi[h appunued sheathing rrpurl¢1s paF3>•aLing &urlenary, S)AIk2AL43CW4�ofthiatFkwhas beendesiguedwirh3parrJ*jitinthcveb- ADpandpointsonsuch webs sWbebr®dhtmUvperpeodiallzmftephne oilhe cuss. [ aural brew AA bcirLU3 ad.►ithin 6 - ofaWK V +tb paed point. WA uvM four of 1 A0 has barn applied for This was snalysis. 7) Li w4 wind uplitl Meacham based en .MWERS Only baling, 9) Pmapel TL- 0.04 is 24M (4-I),Auauable 2 V ]20. All � Gt l � No. C72517 - rI t Or_ ;J .YrVIL- ZAD ws.t�l.sof~s1�,nwrA'r1NC,HAhDI.tNr_:,l3�CntaGarzrnstiaLVlaG.it�tY'IRLSSS�cFDu1^Cavunsu:.t:os»�acaa>xt.�1uLR1aG.�Iti:[l�f1k[A'Fi�UTOleta•ixICa�lu. � Ti,�&rild�'['russSa�flwa¢ev5.6330 CFTHEHS R=Q,7,I-QLd'IaDOMAMaQU&L&IUUXM M'P=IN TREE.ap�rL�Gv.IR UCtsCx ca;l Ir tsst�lwnt[ru r slcra l�s EagleMetalpti,L�dLI�(s A%UASLEFRCUwu& uwRQ=.DESRaiV51jpL7iVI]`1411I74ARFei OMEGAEQUIPMENTPERFORMANCE ENGINEERING Truss; Jl-DT 1301 MCINTALVG WAY, STE 4 lebName;wallacc PALM 5P12II4GS, CA. nMZ Aatc: D't1d41'19 14,33-43 760-423,9474 Page. I gC 2 SPAN PITCH QTY OHL OHR CANPL CANT R PLYS SPAi`INU we TIRY 2M-9 (25 fl 2 1 0-0-0 0-40 000 M-0 2 24 in 94-lbs M-541 5-1-2 i 5-4-1 1 b-4.2 5-1-2 10-5-3 115-9-5 sYs- 3x4- + 0.0.0 04M 5-4-2 4-" 5ry-F t5~3 15.9.5 24 5 8 AU plates Am nsrobeEarle20unlesstltheruriser14tdd LI7®ffing (W I General M Deflection Q (1m) ABmvd T1CI.L : 20 SLIg C96c : CBC 2d l N TC: 0,19 (2-3) Vim 'll� V.12 in L! 999 (8-9) L124O T1CDL; 21 TH 1 -20 14 HU: 0.I90.9) )kit LL, OA4ia Ll9% {8 9j L136t1 BCLL; 4 RepMhr: No 1a; OZQ-9) HaraTL; OOkie 6 KM; 10 LrFnbcrDCIL1 1159E ReAClntlfl ]T Btgt'nglho 8t Wdrh RgdRtgiriiidlll hdaxRewL MaxQwTjpltt Maxii+lndl:CU MaxUpifi MMI-1 Z 1O 1 55in lSOLo 1244Em 97h!s 6 l 55in 150in 1=lbs Materiel TC: DFL*l 2 x 4 BC: DFL SS 2 x 4 Vvbbc M #2 2 x 4 except: 131LSS2x6: 11-1n Bracing TC: Sbtatlxii nr NcG n3 at !.3-0 Flufin deli by I]111tes. BC: SheathedarRensaLI0 -0,MndesignbyOtltss. Loads 1) 71us truss he 6nc, dtsilm"d fur iheeffott5 due to 1D psfbmtom dixd live load plus d®d kmk. 2) ]his truss has been deli ptted far theelrerts rutc In dW Wd distributed akmkg skia well alang the bottrxn dBoM firm O-M to 20-5-: 215 pT. 3)'lhipt"fLbwbmndesigned fou' dkeeffemcTvwadkl rlsinwamdff=, LhASCE7-10withthefolbxingustrdeined6kpur 110mphTwaasUExlmum C,ErAXO;l,Ciat11p P,lttskf:atCgayIL0V=IlBldgDirns25dk60A•h=15ft,endLowlhm,Roth erkdwebsmisidtwd. DM.140 4) Minimum 3rw-agv attic knhag h,5 heal Tplied in a wrdmcevErdalSC I&N-1 S)A 250lbs ff*villg tpdr klerpoiar Inad has bun appt;cd to the BC oalau1e11t y ilh Della dead+ live bKiS. 6) "-hdioum pmW wield boding his bsmagAmirvn=ba11-1 WnAcrForceS �w-Mfmdiomnes" br6jar� rust Nc. C72517 Nvm ^' M TC 11 al9I -LWI% 12,3 alw -15nitH 13.4 0593 4,521tt, 144 ttiltl-1lYJ+" DE' 67 VJM3 4w1h, 1741 11.115 1 IN stirs' nA 1114t1 1,wRx III-5471hF td 5761* 2•S {llL Sib 166 r iA_]& LIM Ors 19 1 14 1,290RX Oki 0.122 147 aw t (344Rw, 56 0.Uf5 -5wlhc 003?9 -4w k. am 43Znht .flows ) UAm noted odwrMsd da not aft maker any =56s mernbrr o7pblc without pr3wEVpYvalf 7HM a PluEcsiunal F*rteM 2) The fahrimdan lakrwKe f[rr this rnndtms is 26 %{Cy-O30} 3) Prvvidn mk p %c dradWio pm m podding. 4) Brwe buitocn duxd wi Lh ap f nwrd sheathing orptulin5 pe! Wad rig -lbiun ry. 5)At least one web oftbls buss brie bem designed wlth a WK1 point in the web. 11Rpartelpo ftL un sudi wd3s shal he hrsmd latcrally pnpordiculk to lire place aIthem u.lMealblaxsshMbehwa➢edwiLkuo6'ofrar11wdrpsldpajnt. 6)A deep fa mm ur 1A0 has bawl applied fortNs Huss analysis. iiJ V1 L NLFEt.SCC�6 B4BR1 C+�II aC7 1i51 d71 INf� fRBL" G Olz lnt �er r ru at 11�RL65 BPSID[Fti (� TI i15 7kL SS L Lsi[3v i]R �w1NC; 4RE l[ 7Ri C 7FD71)Ri7II T[] dJ L I TMBruhiVTrl s SoELw.ue v5,&lV OFTHErS7RLCR[T15Lm. - d1"Pdb1 iCAi1X*ESE11iRHIN4 ME4CdFW7AI.PRRA31_k'P5DESIGN ?XMISSLMVATH7H5i7MMAND �GI�Ua1Plo�lcls AV&-ABLEnM EA -h um Ri'.f.IL= DEsxiS ivLuDum YvAimpA[RE MECaL.LTZsdCD." iw ARE usm OMEGAEQLI PMENT PERFORMANCE ENGMEERIltiG Tauss: Jl-GT 1301 MONTALVO WAY. STE 4 kkNnme:wall= PALM SPRINGS, CA 92262 Date: QW9 14_33:43 760423-9479 Page: 2 of 2 s" PITCH {ICY OHL DHR CANT C'ANTR PLYS $PAUNO v6urflIY 2�5$ OZ f 12 1 DIM w Oi N) 2 24 in 94ihrt 1 weces s s y tr�ccs are pQ ply a [®etrgrt5 M WF plte AWD idp+rr; "Eras 702 as R&M per ply- 16d Nadlsarl3ynNailSGsun-1 5'k31TC•1mw012inmBC-1raw@12in' Abbe-Itower12inw- 3)V47mVplcdlordsazononosidcafgirrtrdonaRip dm"'$grduoaonsuainsafidiminmaRoomwmmunLhrgjnicesiJcuirmssuppauWloads are "Poierl. mm uppkd krak ae wi bath sides urenk4 double the tpadng and insEd hoof thccottna lm on ate sideof giMera A thm flip the gj r to instaltlee otitaharfod:the oorncixoas en the nppositr• side [at donbia lheoaovteata sing}-C+�1ws an opposite sides of the gilder shalhe�sex. 9} LAcral bracing shall be Alwhad to each ply. lid Al favaros minimum 2-1{2"loge, u otiveauiiserrr�tai I I] Nsik ut ] u aad 2raiply shall be 4�.�3 frC1t] su�zssi;+e plies by I,� the nail Sp9Cing- 12) Lmd. wind LTA ma Lam based on NPNM9CAly Ineding, 13) TL aD1in,a 999(11-11,kR w2hlc2WI20. AILPM90MFM[AF+QHA6JGLMfltBMNr.CRMTkL MAW'1 tW BNKEDL?a� TKS TRLW MICN ELWBCnREmMRUCrEL3 MR3-at'>UALL Tnse13urLMT.Sah'twucv5,6330 CFTIEIt+ Wk)i ITCMIlb'Il'M0MANDQCA LMCAMO 3SUFMH1K HEELZMBTAI.11RCiX)MDlESI(NNUltNtssUD%zlt-1T 9 DFIMMuND EagkMaalFmdwts MAIU*L13Fl CMMbjC R LTU i REST o151C;MvkLM G!�U W1 EN ARE] EM J J --- - Ih 1-4 - GMEGAEQUIPMENT PERFORMANCE ENGINEERING T7um. n 1301 MONTALVO WAY, -= 4 labiNalm wallacc PALM SPRINGS, CA, 922U Dale: Q3JDIl19 14.33:44 760-423-CA79 Pair: 1 rf SPAN PITCH QTY OHL OIIR CANT CANTR PLYS SdACING )& iTjffY 0 QI 26-11-0 a25112 8 0-" 01" 0.0.4 4 1 24in in Its 5-1-2 26.11-o a s-1 5-4-2 ewd 1 5 9 +0 { 1t}•r3 15-4-5 21 1 8 26-11-0 n.-,m 1� %4 - 640 - - o•o•o 0 5-4-2 5-41 5-9-10 S 1 2 16.5.3 15-9-5 21-1-E 26-11-0 All platys stuwn robe I: z& 20 mideas rAt er►vise anted Latladidrg (psO Central CS1 De&cttlm Cf (bx) allowed TCL.L: 20 RidgCodc: CDC20161 TC: 0.61(5-6) mxt'rl: V.Giut L1511 (4-10) L12M TCDL: 21 TPI1-261d SC; 0.62{9-10) ValLL: 0.19in L1 } (910) L1360 DCLL: 0 Repmk. Yes %bb: 0.69{1ll} [lortTl 0fF7in 3 R(ML: 10 bkrnbcr 1AQL . 115 % Re clzan 03 fU f M81 E} Combo 3 VtiitSth iiNdB �F M�l�rt 's�' s1xi)rtw t4laxRindCTpFft MmcLlplift Ma�tHorix f 17 1 5-5 in 1.76 in 106bs J{)2hs materw BrachYg y t M DFL41 I 4 • % Shmaiedur Rutim ail-M,L'uiRn design eyothm, No. C72517 BC: DFLSS 2x 4 SC' St=thalnrAArual ILK-U.R"ndearguby 00=- p V kb: 17FL#2 2 x 4 except: DMSS2%& 15-12 L(O& 1VIL ijThis Main hm bart0ssi9W SCrthcCffO=dueto 1OWhottomdYwd fvt badpk'rkM kinds 2)Tfistms63bcmdrsilurodforshcaffieasafwindkadsina=da=vwi1hASCE7-10v4hdwfokmngosadg5nedmput:110mphffworcd] ure C, Eftdosed &WHip. RA Cmegncy R, (N" Bldg Mims 25 B x 60 ft. h= 15 fir D-A Zunc TnLSN Rnd[l end vA#m considered. DOL- 1.60 31 & Lnirnum stowanic badigg has 1cm Via! in w pxdmm ai th 0C 1607.1 41A 3-'Q bs mmvlglsprinkkrpmm toed has b=a 0td io the BC axrou=t with other dead+ 5vehads. 51"-W palapawindloadingtim been applied tonieuAxr13-1 Member Forces vr6: NWOw D, rnm c5 new o" hu, yna omp. rdx U d6mo ka m=A bxi Cotvbw a= tz Tr- 1-2 2-3 0.416 DA7d -3 3611hf uwi)Tth 34 +$ p.3Si QS-- a.9391he 4,i7] 16e 54 aels -3,M? IN &i 14" S;d411n 19,11 GA49 3.156 ihs 90 ntt15 d'79e5 bs 4 MU t.. �i'e 2-l0 91.32-1 1,6831ri W LIi76t 931Fa 1, &ON 9.5t11k i4i O-W 3w11W 3-10 O.d54 437ibs 34 0321 1,671Ibs 67 4317-1,S"Id 2-11 0.196 -L09nfis 440 O.IOI 4061h¢ [,:19Rn154 O.i52 a,t551h¢ Note$ 1) Unkss noted odmvrn se, do not an of Deaf any ukus nmuka or j"c without prior appawd frtxn a PmfmsiMbid Cnoreax 2) Thn HAcatioa tolaanoe for this roof tmss is 20 % (Cy = 080). 3)providemkqu3tc cinpmrntponding. 4j $lade bMom dead wide aqxmed sl�ng orpwUra perL3wrW Summmy. 5)A11wetancvebdhistn3sshmbmndesignedwith apaxlprnnlintlr-wr4, AILPMd PulllsOnsudrwebsshalbekairdhioatyI=peDdiwlarto(he *)e ofthetaiss.L ft9beaom%hAhelnstsltadwithin6"ofeadtwebpa:m4Vinr- 6)Aueep Fa= of i d70 hm hem applicd futhis nass :w i*sis. 7] 1 A5W wind uplift madiass based on hQWTRS Cwdy k afflqg- 8) PauprL TL0.04in, 2L/442(13-1).AgDwable2UiA. ALLFfRCC7[+1SROWCR17t'IO,FL4PDLII UeHKO7111CjCRWE�ANYMIL65BIt<MUPON7HL51Ru6$DWQ%DRHYe'11e1('ARr3MKU-ILU'1URITMTDALL I •L—BLIldO' TROSoft,,,,.0.6330 CFTHE 0,43 RUC1i48^S,bD4 lCtSANDOLrA.MCA10I`ZSerFOMINTI-113EAG BNEI)%LFROMOU-lsneslavn>xFS, n9lMWrrF-TT #SDESI[ NAND EagleMeG�li Kkx is AVIII.AHL>;M0114E4aELPONRBIWEUUf B3%WMONLYHkUNhAcu8h7ED%LCo•T1FI'1psARE u6ED OMEGAEQUTPMENTPERFOR ANC'_EFNGTNEF..RINC Truss: J2A 1301 MONTALVO WAY,, STE 4 rt1i1[�iame:waliacc PALMSPRLNGS,CA.9M Dnta: Q t}1914;33:45 76"23-9479 page: 1 of 2 SPAN PTCCH QTY Oki.. QHR CANT CANTR PLYS SPACING VATUPLY 26-11-0 M 12 1 4_0-4 0.&0 0-0L0 0-0-0 2 24in 124lbs J 2Fri1-6 5 1 2 S 4 1 5-42 5-4-1 5$1 p 5 1.2 1Li5 3 1 26.11•0 4I 1 5 4V - D25 F12 3 d - 3V - to TTT 3 li 0-0-0 0•0-0 sl-2 S A•1 , s a-2 1-4-1 i sa-10 5-1-2 lfl rr9 15-95 21-1-Q 2E-11-0 All platers shawnto be Eagle 20 uriless alhenvi5e wed l uudvlg 0 General C5I l fle tiiln f.1 (lac) Allowved TCLL: 2D BkIgC'ode: CHUAdI6i TC' lul(5-�a) Mit7L- O_Uin 1.1907 (94cf Lf740 TtCDL: 21 'IPI1-2014 BC; OAO(9-10) N�ttLL_ 0D9ia L19W 19-IM L13W BCLLa U RepM6d: No )mb: 050(") HorZTL: 0.65M 7 BCM: lU LambwDOL.-. I15`A. Reaetioll !SSf,y JT i M('nmbn 3Tg Wirl11, E gdBT Vddlh hlax R)Na Max(n Uph Ct Max Wnd L1pif1 Mm UpLi VbA Huth I 5 i i n I SO in I'm IN; 1+f? hs "f 7 I 55in 1.46in 7,7.%kK CO 4 4Z Mutcrial Bracing LOU 'r No. C72517 � m T1C: DFL SS 3 x 4 TC: Sb=hed to famhTm at 4,2-V Ht im dmgn by ohn. 13{7-, DFL SS 2 x 4 BC: Sllretlted orFtu) Jos at ] D U4. Rulin Igat by Others. Wcb. I]FLu? Zx 4 exoelx: ❑FLSS 2x txLoaI 1 12 ivii. 5 1) This tfua hard heat des pcd fiuthe dfr os due to 10 psfbonrnn dtotd live lual phis dyad loads. 2)This uuschas bcm6wpwdforthecff=sofu1 dloadsiri=mlmcawiLhA9M-14withlhefnllrnvinguaucLtirtaimput: 110mph(Fadordij.Expamuc C,Fndosed,CkbW ip,RiskCaeWryItOmarBldg❑inu'?_5ftx60D.h=156.EndaaeTmm,HochtwdwtbrourmkkFcd-DM=iM 3) ]kfiLldrnLmt stawge atic loading has been applied in wmFdmm vnrh u3C I (yU7.1 4)A 250 kn umvinghpAnkkr pmv bad has heen appbed Lo fhe 13C uxxemnd with udhadwd+Eve loads, 5) •*-LmUaam patapd w nd kplding has bcm applied to tramber 13-1 Lied DI:StdDeadLmd Distbtml LoRk MmabeY LEMA:nnf IZWM12 rlimyion slk x S�atltml FixiIxm TiibWcRh TOP 2U40 26-11-0 Down Roj 96psf 90Imf 24in WniberForcesnwk:dx3hs�aw.taiuRmCZ!,nmamw$S..vmmmF-tmw-fdlrwtkwmix aIcMOnly mulmmt>dn3aolhime.,uwtW iC 1? 4Li81$671h6 3--0 0266 -2,#A7Lo6 31e Q'lA ?.wit*Z-3 tl.Afi -?Ya'r lm t4•$ 0L62y .Bc 1+}I; Ihs G.3Bl 2,Lhrs [ [ [ IN,411 OMEGA EQUIPMEENI' PERFORMANCE ENGIh]EERUN G 'Truss; !2A 1301 MONf ALVO WAY, STE 4 Jnb-Vamemallaoe PALM SPRINGS, CA 92262 Date, [?3 )q l9 14,33-45 760423-9479 Page. tad' 2 SPAN PITCH (97 OHL GHR CANTL CANT R PLYS SPACING War/pLY 2&1141 025112 1 640 w 0-0-0 0404 2 Ain 1241b6 Iklruerotassf101w1KwralDLLIS•prycussareperpayawulemEUQM=)WMpna lsvvtUattlwLWaspsslm�oeGlulandffi[atlYBrlasT411D1ks,}1tr111}rttd Nro h �%Nro�[mrn ,135'k�J IC-1 rowf� S,5 in oc. EC- I lows k 2 ie oc, NEhs- ] mw (� ] 2 in r1c. 9) lhhtn appW kris 2ocffl Qw side yr dm do rot tip girder during gLrdfrcannmcrirwtAaLicrk, install m mprltum on the girdwsj&mt as srgtlxatred Rak bte apptied<14hes a{rpHai bads a�or1 both srdes nfgi� do�Ye HSc spaing mvd i,ulalilsdf of Ilse wnnedur� cm urx sirknF�ndeand item Itip the gir�to inSlslithe 01her afoftheounnexoncnlheofr"ilesidedduu*16--wunlPfapacin6Cmoe,;Mmoppositesid�of1begxrdwskn beaff=- 9)1 Ilrr>a1bring5hal Ix xwchodtocwh ply. IQAII fmlaias m3mmmo 2-1f2'1ong, unIm ntrRruise noted. 11) Nails in 1st and god ply steal to offm fmm srroomsivepbm by 1,7U nail sp mng, 12) Iistcd vend upUt rW im based an b1WFRS Ck4 kj&5ug_ 13)iu"-n—c="21AOS(13-1),Abwmbla2V12A Ail.FT-RS"5MilklC.gD,G,FL4hTI.MBRPCM*CRDI"IALL ANYTRLS5RAsIDWCN'IFg5TRLWfl�---dCVLlLIWUgrJMbMIRLV.-rMTORBERTOALL Tn3eBu31g1C�Trtr3 M(wwr,v5k3X (FTHECZIRWRQNZ.LU4 D'0MANDQU�LMCA71CM-gkA'k0K11RINiMLA F,NBMLPR 'T EE�H[ w1ti1pF1f5IS UDMTTHTIUS Eagle AIMWPrr�s +aMlfiITMYr MCUJh PONRHZ-3ffr.M1C�'i3A.LMUZYWIEA]WENlEphL04hi� AR1;LUD OMIEGAEQUIPMENT PF.RFC1R ANCE E NGIP LERING Tru&' . J3-C3rT 1301 MONTALVO WAY, STE 4 YUbNRlnc: Wallace PALM SPRINGS, CA. 92262. Date: O�%19 14;33t48 760-423-9479 law- id? SPAN PITm QIY OHL OHR CkWL CANCR FLYS 9FACUgG WGTACY 27-111S 02.5 112 2 0.0-0 0-" 0-0.0 5&D 4 1265 a1 2131bs L 27-11-8 c ,1 -0� -14 , 2 1110 2-11-9 4-Fr7 4-5-7 1�9T 10 7-2-4 10.1.13 1I-7-4 *-0-11 29-t3-1 27-11 5 10#U X41 St. 0.2% I a - 2t4l (31 7x62 . 1206 - 421 Al , 12x24 - J4-GT J4A-GT 10x1 HS- 7A- Al o-ae a-�a I-30, } ii 14 211.1C 2-'1-$ a S7 437 n-0-a 41-5-6 4-5-7 , 1-3-6 4? 18 7-2•d 10.1•i3 1L-7 1$-0 11 f 29-ti-1 27-11-8 All plates d v n t) be NsZle XiHesa tltllerwise m bi Lfledimg (,eneral (-SI Uefleclim V {lac} ARuwed CariedLaads(pst) BklgCnde; CBC2b16+ TC,. 0.60(5-6) liat'l1,; 0.78in L/42U (13-14} L1240 TCL.L: 2U TP11-2614 BC; 0,81(13-14} WrdII -- 026in. L/9% (13-14) L1360 TCDL: 21 Rep hRx: No 11hb ; Ul (9-11) F.OM L: 0.15 in 10 RCfI,: 0 Lumba cka.L : 115 GCML.: 10 Qp T T ltlr®ctian .ff C'omhtl B 1'`td::s f3 Brt',�Sd111 N1rcxRtarl T+iunC;r�•UpHft MaoLViindL:pAft �Taxilpkh MalcMoriz 21 1 55 in 150 in I O.WS b, 0314f ES$ / f J L0 1 15in 1087216E - .g NUderil Rradq TC; M] '%S 2x b c� TCr S1leatllaiorRuiins�lr3-0,Prltind�ign>1yQYxI1 �[ No. C72517 � m BC: BC-svL 3IOW.0 2 x 6 txmt: BC: gMAh"i T" iiTLSat]tMJ.U"ALdLldesignbyQthrnr p 7l7 UFLSS2x4, 18-19 Web; DM#2 2 x 4 excV, DFL#1 2 x 4: 9-11 DFLSS 2x 4: 1-18,3-1S.19-16 Cr DRL,% 2 x 6: 20k21, 2-17 DPL53 B CA ti 2x & 9-10 f' 1 LOR& 1) This tnm has been designed for tbeeffeas due w 10 psf hnttr rn dTarti Evc load pbs dead 1oad6. 2}Thisuw5hasbendesigmdforthe effects cfwutdloadsuLj=mlenexvALhASCE7-14withthelblrwftamrdefinedinpur I10mph (Fanrrd;,Fzpcnw C, Fr&brt CnbWHp,kiskCgrgpyU.Ch'oWBldg Dims 25Ax60t.h= 15fr,Fnd7nncTrum,Ruth mriwebs oonsidued, DOS.=III[} 3) Mai muinsLoregeatticbdirnghasbeenmppl: inawoldarwWithIBC 1607-1 'IIA250Im mawillglspunkkV PO rat load has bMn applied tolhePC miamml uilh otba dead+hve kkvLx. 5) 01-LAoft pia +ind kKLd oghas beffl VAed tomrmba2()-1 Memher FnrCe1L T1He l f d-is ram ra - -J F.,. e- r.-- L-.,- -" cam% I1,.-..-,..,.1- 1-1- m."._ _ .,-- TIC 1-2 I.;CkL62 L5196 3.1991N "49.*N 14 -7 Ly306 V.L38 .t-mlh. Nb.%N 5-6 67 0.6M 116M -10pUL the -L 'w?Res 7-3 (t465 A06L Lha 9+1 L}�IJ-1.W011, DC 11-17 u:#k) 4,4NI IMr iyl 7rp 1nlr-I xw Nd61.1 711, 1 "1}iksll,a] 12-13 u6m ILM511. I-30&) 14-LS U.�[L3 ILLSF152* LMIWd 4517 finefi 4911h J13ib 1-lu 17.[53 3�71G IYr •L-It {7,'Ks �,i 31 ilw - � UaP4 �„�216c. €dld l>K1 19lL O.Li5 7441hs a.15 U54 1.322IN 7-L2 aLb7 -3j]911a I-18 0450 dpillha 0um) S1Is fiz% a,3611h, &t2 0:1[0 3,WtR. fi0�1 3.14 G2UO ,'Z418Tbs 5-14 a 26 f6811x &I] O.Z;9 -2,191t16s L&16 6.SS7 5d?i511u (431k,} 513 Q112 %31ha t];k 111 f1.Rm .3Ink R2W 3-16 4.L10 S7dJhr 6.13 17ml -Wl s 410 011; -2, 9 N. Russ to'Itm camectim SUMHUy ckjdTnLw Qm Owtd 415E m-ur w II-1-12 MALT BC OAL•12 Noes 1 ) Clnbs Wcd othawi se, do uo1 wl or dies mny inks mrrnbm tr *j� Aj"L prior approval from a Liofessicu al Pn;6b= 2} The FahriaaiLm [okaanlz PantkLis tvof truss i$ 7A � (Cq r 0.84j, 3}Hangerisfor gtaaphicalirLttYlmxatiaulanly.1nsu11hmempwmankA um%remmnrervwim. �} F'ravido adagtLeoedrein�e to prewar[ pa�ding- +�f-1.1�t.�'�F+�SrJC.�71N€>;1�f+M1IDdRYfty)32t�I1N'�R^>fs'TrUl]NGr1NYlRLB36rL�IDLi'C9iTHISTRL¢$L>t~',A�Ti�{+sl4lhi[`J}jU;J[�'[1t,IlCi13]'[Ulir]Y3tTUAlL irateBrald�Tri►SSSOfLwar�vS,C�''<'6 CFTfEL IR[}CIICE.lAffC Gt$4[LQLL4L�I��lOr4i5lilr z7H1NZi4Fi�QE! LilYli�uFlclS]]Ei51t ][V[JII3SICSL�7v4171iII➢SI SIi3dA[ N.igIeMe"Pnxked5 AV114waFRl7MFAQ UICNRBXM CDE'KNVtiL kk\LY14HL-NEA(IEh4TN.fC7NAR'MSARELSM 0MLE *AEQUIPMENT PERFORMANCE ENGINEERING Truss: J3-67 1301 MONIALVO WAY, SM 4 JobNarrp, wallu+� PALM SPMOS, OL 922262 Date' WW19 1433:48 760 423-W9 Paw: 242 SPAN PH[CH QTY OHL OHR CANTI. CANT 13LY5 SPACING WarlpLY 27-11-8 0.25(12 2 040 0-0-0 4 1265in 213l s a)Brweoor[cx»aootavALh rh—h[glurpumaptrt5Fwmg nY 6jAEImst[rwwcb4jfthig[rmshmbewdmigrradwithapnntlpb3rtinrhaueb. Mpabdpoit"ansuch wekashaRbcbracuikaa j&rkmd[aJwtolhephne of the hose- 1 g,eel bi a A4 be installed within 6" of eadh meb pare] point, 7)A asap fatxor of I M has bun spphed fiarth,s triers &,j*sis. S) The fnaoea sl,oun for this muEli-pry truss arc pa ply and dw xwior[s ate foralpbes. FA rideitimlaussm sld bebw h mkd anadm d as followm SDS SimlKm 425'k6(4-294pacdr s@185inot.BC-1 mw@15.75inm,Vkbsless Ihm2t8-Iruw@24inor, V"s2x8-2rows (R24inoc, st aI Z-A Provided thehengaeonnoirirsdoriot adaquatelytransfertheapplWbadtoallplies:inaddiumooaomewasshrwnabvMxtxhgid pfies with s rmnukl SUS Shngm 0 25k6" (4 - ply) Samsas Mows vrrilrin 24"of the kation shmm- BC-11-[-12,(l)Coftrw5mm BC: 1411-1 ZXT)CorrKcaors Curuxccmra shallnol wxroadr another girds ply ox meaars armss-tapuss conwaars irk wmrdaKe with [he NIDS nr Ile mnneam mark Mrft oxr rmnI7ula ldaigars. 91)YJ iappliedback umrwarkcsiskafghdtrdonot flip*rdradwinggudfrmm =Itkst"art,irffUd ormexatsarithaSidesxi&wb=s,:pp+xtarfkw& mo app4ncL 74m applied buds are on huh siriac shgidq double the spwi,sg aikd i,islaR half of druumxtm on arks side of girder and rben fGp thr gjm4 tv katdlhealbfhal[aftheamaEaDmunlbrcWmircSilk:(at &ubbthe om=orspwieg�f'.tYrrroiuman(T4K 1teSides9thegindcsWbeotiul. 10) T-%cr i, bmdng shall be at=hod to eazh ply. 11) ksto sprnws pa Irraaufaawa I f finlivltd:ttiusLs. 12)hatedwind upliftrargamhasclmfw WFRS[4-boding. 13) Pmspet TL 0.05 in, ZLM7 CW-1),Alkwea64r 2I l20- Air.PFItSCE1S]•irSRRiC�1t+K_aI�DII]IItM"�,FiGS�11'6TALl.L�rriWS'1kL&iliA<�iIJPLd�177-II57RLGS[7�II�'rTl1'�`thfiEit'�1ltUC'ti13[r�RYI'HL'ICIM1LS. TrueBuild�TisasSoflwatev5,5.33Q CFTI-EDSML)CECMllhfl'Q1 CW4p6UQ ALDICAd1CMSErFAHaiT BLIaENE7ALPRCUUC75EEMCNNTSI LS51FDWPTH7H5DESIC3lAfID �$1�Mriul�xlu[4s .11�lII.3R[EFRUhiF�Elal'Q�it�FS'I;1�IGE'fHtiIIDOP1YWJit7�iIJVfar.I41C;DS.CON�Fl H1R.9ARF.ISIIi OMEGA EQUPMENT PERFORMANCE ENGINEERING Truss: B 1301 MDNTALVO WAY, SIE 4 10bT wM: wallacc PALM SPMGS, CA. 92.262 rrale, 01%19 14:33,50 76O-423-9479 Page: 142 SPAY Pum QTY NHL OHR CAhfl-L (:ANT R PIYS 5PA(M G WGJ'll't-Y 27- 11-8 025112 2 4.0 0 4" 000 0-0-0 1 24 in 1421kd up 1�T i1-3-4h_ 42 54-1 1.9.0 d-7-2 1111-8 wry o-9-9 0-9-e 14-0. 5-4-2 i 1 6 6-7-2 AU plAtes s[rmnta be Eagle 20 LxAess alhewAse o xed 27-1 1-S 5-4-2 5 4.1 54-, 174-5 2�• 7•$ 27-11 -i, 5-4.1 r2 11 11 3 era - 7xP- o-a� 22 7 $ 27-11-8 Loading (psf) General C51 Iletiectim i_i (lac) Annwed TCLJJ: M 131:1g Cade . CNC. 201(4 TC' 0 72 (4-5) Vat Tl: 8.58 in Lf 480 { 10.11) L1240 TCD1.: 21 TP11-2014 DC: 0.72(1011) 1+enL.: 0-22in Lf99' fD-11) L1360 16Cl1.: 0 RcpMbr: No )*b: V8(14-12) JJor£TL 012m B BCI71.: 10 Lj)mbcrD,DL : 115 `7c T T Rtarlirlln 0310V Q� ES f f, ]T Sir Carrdaa T3rgV�ft Rgd&r9Wdih MaxP=1 MmOrwUpltft bLmWndUykfi VULU R ManHcuix 9�* 17 1 S-5in lmin 1.742Ibs 8 1 15in — 1,715Ix g 'gyp Material Bracing 0M4 TC: DR JI 2 x 4 It: SimxW cr r4xbrls at 2-0-0, Puthn design byCAb=. Nc?. C 72517 r BC. BFL SS 2x 4 erwept BC m 9ts�t1F� ca Fluiins 10-0 0 Flulin design by Cltllc8- M DFL#1 2x 4: 14-15 W:13, DFL1112 2x 4 cxnp ; Wtk (keMidpoinl Row. 3-14 13FL.#I 2x 4- 1-14,2-13 MSS 2x 6: 16 1 Lea! IVIk 1) This s ttussm hF6 been des gwd for the dffmAs dw w 10 psf hntf c n dvxd li ve lrM Plug d!�a looms. 2) This Muss hse mn,nt D=v ithA-SCh7 -10 wi I h Ilia rAA119 User d2ffirkexi inpm: 110 mph 9-W0ted} Fxpaaure C. Eridt`4ed, ColbWFllp, Rick Cale*uy 1k (}vo l S 0911 an 251i z 60 b, h = 15 ft, ad Anc'J'tu5s, bmh cnd vwhs oxL3i�. DOL= L60 31 Sfimmu a atonge attic loaiinglm bun applied in ww dame wish IBC 1607. I. 41A750Uzm~Mnklerpoint6oadhasbun"kEdto11heBCnonoumrtrwi1hohet'dead+lixckwds. 5) **- Inhales paapd wind kx dirkg has been applied m meobrr 16-1 11'I n*er Forces T" inlW31M' l by LD, mar Q nas a«cC f1 s +bras PW R hw Yddoort Ecm ffm ud LM Cidvtim —k. Ilm U" .c,k .n intt. tbLe 'fC 1-2 P 0.301 a-M 1964bF L7wE-L, 24 a-3 8EJ7 ar_- 454rbe h55W11l� �8 0.5'17 5 -5,0L81hs -1,1931d ]iC 4 10 U.474 3 Jv b, 11-12 affE 4267 ¢6 D-11 (1.716 lmi P. 5-10 a.4 M, .61616 w11F lay R099 -I G79Fr1 ti :! 417S4 40111m L!--17 0.099 -1.7KIbs 212 0.1)58 42&IhS rile 0304 2W1l1a 1-14 IL415 7'401ys 3- 1 1 4.253 1,31PLbs M) a165 1,w1bs 111 OA21 -39i616a +II OLVU 40 aLt* 79 0676 3S22" 3-14 CLYR5 -ZrtZ71W 5-11 D.L24 649D. (-17 am 7{t U17 a,6MIns Notes 1) Unless noted othirmsq do nct c%a or ala arty dries memberor pllae without pliarappmvel firm x mtwionn1Engi rats 2) the f+tbnCAiar rolaaFx fur this mul truss is 20 %'Cq = Dsk 3)Harris forgaplvwlinmpwtionarly-k11ftRh=gXP Tn1FV3 >•gtuer� ramrmlend2 ion 4)Pxwidrade =edlatuWwprevent poMpg. 5) Srane bottaro &oFd with 2ppmved sbw111ing orpu&ns pa Sra:iag Summmy. 6)Atidastone webndtluatn6shim b=dmigned vAthapw+e]point inthevce# A7pod}>vinasvnsudruobsehaDbebr edbtaaIlyp�pmdiculaaadFep�c ofdnttu&Wad brim shdbemsnllehxitlin(3"dcxhweb p:ntclpoint, 7) A amp WE* of 1 A hm born appled For thi FL Imxs wudys i s_ g1 1 ] Eidi=mbbenlbcctlsgnxjw,LidpqwWimkr1o111ophmoFlhemmzeitherthe midpoinfLrmstlnwn)oilhirdpoints (tvwalwunl.branNbyoiho-SccBCNF-B3Foradditiootalicdonc,Aiuu. ws. L�sohs r,+,pR]r�glrrC FiAri1plINCti rrz�r'1rnr Ce J[�zau� Awlxuss &4TI� UF�N 71 hs IIiL]SS DF,'1U34 DRA.l'41NGARE 1L�tsrllirClln TO REF[3t TDALL •t4ueStril�Tru� Soltwere v5-G330 CFTIERI&MUCT911f, LMUMXMAM9JMlHCAnCr,6SirLCV-1HIN•L1-E1:4C1LEmFrAi.PROCdk'PSDEsiGNN[7II515SLCDNumT-IISDFS[13NAm Eagle MetalPmdrts AWLABLEFR(MEJhf$EUKN RKxr DEsimvi.TDcmYAWFNFAc ENEAL ccNNB7msAREum I OMEGAEQU1PMENT PERFORMAN(Y: ENGINEERING Truss: B 1301 MONLALYd WAY, STE 4 f6bNwm,wallaoa PALMSMLNGS, CA. 922Q Dates WWO 1431-50 76G-423-9479 Pair. 2of 2 MAN PrrcH QTY OHL 01HR CANT L CANT R FLYS SFACI NC woTTim Y 27-11-8 0.25112 2 G-M w 0-0-0 0-M 1 24in 1421ks NP USM wmo upon iegalom Damao au mWFKS 10) P. "7L; U.04 in, U,1347 (llrl),AIY wa* 21J120. ALLM L90MF4BRICA'[II<FiaNMft4r,FRW1MCot sl=,*.a[ YTRLWHk%DUPCNJUS7RWCOAGSCkAWl OAKhLNSjR 'rrnTUREFERMALL I T-e]3uiMrlwScll-. M330 a1;TlqEb4S1RLCUO%.LUAMMCMAND swrxrxnaiH.EAca-EmgvL PmEcur.5 Mrai NUrESMUEDwrrHTnsUEsrGNAND rag�eMOM 13xdvtg XVMAM-EFRC.VdfA ZLTOKR�.EESKiN V=CKY► 1EN sn�a ni> rtu aars .lrx�s usrn OMEGAEQUIPMENF PERFORMANCE ENGINEERING Truss: J4-GT 1-401 MGNIiALVO WAY, STE 4 JchNum: waMice RALM SPRLMGS. CA- 92MZ Dim. OC1,+U1}19 14,34:4b 760A23-JW9 Page, 1 of 2 I SPAN PITCH QTY OHL OHR CANTL (A' NTR PfYS SPACING WUFJPLY 67-0 0/12 1 &M 0-M 0-0-D 040 2 45-99in 341bs L G '•L� i i 3 3 8 3-38 3 3 6 F E7-0 2V2)d1 314 - 3A - JAB JAB JAB 4-0-0 411-9 fi-7-0 $7-0 Aff11d d^mtoIcEaglo20m*-%Mhe W wed Loading (Ps$ GcFwral CS1 aeilectim L (60 Albvmd Carlieduads(pafj BugCmk, CBC2010 TC: 4J�1(1-2) MTTL: U.2in L1394 (4-5) L1240 TKA.L: 20 TH1-21014 Fir: G.35{4-5) M!ltLI. OD5in L1999 (4-3) Lf350 RIX, 21 pxpNlbr: No Imb: Q,. 4q7-5) Am Din 4 BCLL: 0 LHAbwb..01_- 111% VEX,; Id Rewfion IT BFgCsmbD BrgWdLti RqdBigW&j Max React Ma Gaav l i ft Wmu %jnd U 11i h Mm I: lilt Max Htni z S 1 ISM — I,Mt* - iI5ta 4 1 1Sin — 1,745bs Material 1lraring t0 a Nn. C72517 N rn TD TO DFL#12x4 TC` 92mthtdoFPdrb1satf►.I-0,Hu3inde%tgnhyOlnts. RC, FkL % 2 x 6 BC: St eMW or F4ulies ar i 0-(�0, Ptu in designby Others. Vkbt DFL02 2x 4 LOWS Ct 1 P TLAs 1 nl has be= desigrad Aw the eawi 4ete to 34 ps[bouvm+:hood Iva k1u[1 pLs *24Ip:lilx, CA)-\� / 2)TM%lruFAhrc ImmdeugWfntlhetkngofwind badsinamxdwxwilbAri�-r-10wiffillmru&Tw;ngLL,.cM wjiug,n: I uipli (Fammj C,&MwAd,GbbK%p,RiscC;n arv0LCvert>IRVg x1wa 25Rx60t.hY151i,End7aWTftkM.Borh�tdxsmnmeemi.DoLm1M 3jEElffi7l mstnr,LPRic"ngh-sbeti 4Tliadin AiLh EW i6W.I 4)A ?50 bs moviteg{spfirll:la Iriitl[ Lr e! hoc hrm �� tas the BG uwetlorcat w1Lh athedcad+jirc bads. Member Forces lhbktmS=m Wtm t.� uitnuukk K wC Vk# rys lkQ9 -34S fx 2A WCOM 3Z4 4, Brim to Truss Connection Summitry CIEW [rwy OMM(hod Lyr�,x 09a LAB ec 1-1-12 IV DC 3-1-12 LAB HC I-]3 NW8 1) lild%ti naab efthcrm sC do nX art aP tw my tnni mtml6 rw*e willxwt PEW opprWaI Gaon 0Wamiu nal EbgirL= 217kc fabricliolt K&FZKz Ex this roof Musa 191D %(q +bli(% 3)HuVm-samforgrspFhiAinhnptdatimeuily.lc6talIRMgespumuWfet[iurd�m)Uarn ims. 4) Provide a kgL-ficdrinmLro to pmon pallding. 51 Brace bottorn ahald with appmvtd shtahir g nr ptutins Pe Read ng Skunnlary. 6}Aaecpfarlorof 1.001tagbewl appited ieuthtis tntss tnaF�sis. nu.P�.sa¢�r�.sx1C+11II�C'tit'i4f^�lJl'><�,1�iSCIIIac3(SRft^1�1�LLlrilG.avr->Rt..sss.�S�LT�1'IfIIs'1RCSS�1[lvixt�wu�[;ru1J;1[+�xlx:r�n�rslz�]�t'ronu. I TtucEtdlcl�'£nassSaftwatev5.F�330 CF'MD%MLCrCMLL��IIWlQMANDQUM.&1Cl9i0MSUR6UEINII-LEAa ,MMFTX-PR1717tx 15T1E51t2dtVQIL MSLUDWff MISUe5if3UM �€14{clalpm" is WaAKEPRCMEIOLEUPQg RK Ur (7� K-W3A,LII7CHxLI'V4HFNFAME b1E>LC0",a1L� ARELSFIS. OMEGA EQUIPCI EN17 PERFORMANCE ENGINEERING Truss: I4rGT IV I MaNTALVC) WAY, 5TE 4 IohNeme:w0acr PALMSFRINGS, CA 92262 Oaw OVW19 1434,46 760-423-9479 Page: 2 of SPAN PTI-CH QTY OHL QHR CANT L i ANI-R PLY ' PMC'[NG WGT PLY 6.7-0 0f 12 1 04U4 044 04A 0-m 2 16* in Mlb6 rfaoamete=Ms.one[orW".ttvotOatttcalmossesst[eubeturfftanxfatfrhedis �rl�RlYIGd Nails otrGanNaib[nunJ3-5"O]TC-1mw@12inoc,B-2staggaudj%yn@12 ill ac,ivs-lrow@12incc. S}V& mappiiedbadsamenonesideul'jonlv,skazwtmthe gudaaidewbmsuppwied]Dads ale4Tb,2.i,Whetsappiedloadsareonboth sidesofVmim;doubledrspaoingaxiinsialthalfoff leelAuatu[sonunnsideulgWwwWthatflip thertrdrtto installtheothcrhdcfhecame montheopmi[elide(aldoubttlxoon=arspotcing).Cmmamoutoppmsleside;of[begadrrshellherlf,r. %Lfltetnl bracing shA hmanalmd to cwh ply, 1QA10 fast e s minvnwn 2-1i2"kmr,,ml:5x ixhavisc nwto i 111 JUb in I stand 2nd ply sty be oftd fiam suo=iveplfirs by U2 theTmi spacing. 17) LSsW wind uplift m3xiam bo&W on MWHtSOnty leading. MLPERSCM FA3RiCPUM HAPDiIW4 RU r'M4GiDkLNn�u ANY rRLw BAm:)LFCX"t TFE TRUSS D(SIQd LVAmrCA iL m iRL1L m IQRt-ai MA .1 I "f"B dldVT" 341w �s VSA330 CITUE11u7RtJCIIdL� I.R+4DMa,15AMQL1AUFWXJ1(P&SLTl�CR1H Nm-i hAciLBwmALI�RCKx"PS11FiAC7tiwnss15S17H71Nf11rair,57E"AND Haglr,Me JPi dwts AW1A4I.liI7iCRal Cf aEi F V R I: LE KC?q)M 1D0N YMfEh FACT RMEC4L�S ARE f_St]] OMEGAEQUIPMENT PERFORMANCE ENGMERING Truss: J4A-GT 1301 MONTALVO WAY, STE 4 Jow mL:-wallam PALM SPRINGS, CA. 92262 Date: 03M 19 14:34,47 760-423A4479 Page: 1 of 2 SPAN Pircli QTY OFF. OHR CANrL CANTR PLYS SPACING WGIIAILY fr7�1 }12 i 400 0-" 0-00 0-0-0 2 45.99in 341bs 6.7.0 8-0-8 3.3.8 2xt4 3yE . 2q Lj I rn R n.i 1 J4A AA AA 0-0-0 fffl 4 4-7-0 6-7-0 All �IfleeS SIYLFNIl [13 bC 1=a�e � IL11C9ds [1111Cr4VLS� tYGtL'� Lam nlg(psfl General CSl Deflection L' (bc) Alkm*d Cm- ie3 Lo&6 (RD Rklg Cock: CDC 201(W TC ; ID 21(2-3) Ve-t'I ; 0.2P in L I3d2 +5} L 1240 TOLL 20 TPI 1-2014 BC: U.94 (4-5) W LL: Min L 1999 (4-5) L 1360 TC'DL: 21 Rep.Mly: No i14hb: 0.04(1-5) H=TL: Din 4 BC'LI.: 4 Lumberl)LOZ . 115 % BCDL, U3 ]T ftCombo 5rg W415 RgdBrg MidLh M_ a-vs_Roa Maoc Gr.Lww t.3pkft Mzx Wnd Uplift MaK liphli MmHyriz O + =-rw 5 I i 5 in ... 3+. 12411n r �j co] 4 1 1.5 in — 184 [ f A' verilrl BC9C " No. C72517 7(` DFLri 2 r 4 TC`%mhadorHLriusat6.3-0,Padndesipboy %M- CC BC= DFL.SS 2x 6 BC: &=hndvrPwiLitst¢ lW.P titndesignbyCthem. W&Mn2x4 La®d5 Cr I)Thtp Mus hasbom desiped fortheeffeasdurtoll]pfsfhrOnmdixdbwek)adpUdead kads- � �} Z Thib4w5s xbxndesigriedfor theef6eusoFv=dha&inamxdm►with ASCP-lawiOlhefo0owiggawdeftnedinput_ ]10Mph(FU*WW).F rc C,RLLo C*64ip,Fisk i OegpiyI1.O�a1]BldgCXvns75Rx60Et.h,]Sft,Gxi7rxicrrvF-5.Bothenduebsmvddered.DOL-l.fp 4 3)MiiunvmkslmaWaaicloadinghas beatvpkd nwxmdarmwithIBC1607.L 4)A 250 E s movinVspAakkt p Hm lard hat horn a Tkd to ft BC a x=ffwt with othar dead+ 5vn kuds- Member Forces -A*ffkc=:htmbff ID, nLmL M mxa.� rem ymi=;rd;Lrw t crn mED am twd &t 1lowl �j dhh mhl. m `&Liss La'Iiruss Uomueclion Su11r wy tad 1 A$ Cwww Gv3d 09 WrR O bd D1A Rr' 1-1-12 J7A oo 3.1-32 14A PC 5-1-12 Notes 11 Chil2ss �x�L�lc�lhtrwlsc, dv noe wt or alter aoy Ln�ss ineanlxr ar plate wltluoLu pnar sppLuw�k Sum aPlofoss]anat i`vl�neex lj The fahn�rian io]er�� f�th1519U1'tSUSS IS 2U ,� � i780}- 3j Etmigers tae for ��himl ininepoclaivn orL�. GtStal hml�els p3 rlumLld'axuaeXs aeeantove,idali�ms- 4] Plo'rida adeque[etdrain ro P�+"� P�NJ- 5] Riaothnttrxn dioidvnth iPPm*� sheYhinguPpLu$ns pos8m:inpy Sumrnuy. 6)A=*fgaorc�LMh=ban qiptcd for thistrussxL*sis- Ail.PERsa45FpiwcAi<RANuxoC,ER9.7nMORFWPli.L\GAAYIRUSSBrSmL4-WllISTRUSD7EBU.NDRANNGAREIFFMUCtF WREFER TOALL TarBuikl�TnsssSoftwa<evSb�#30 OFliEL,1•SMLUnOWLJMI'MCr4S Z]QLkUJFlCiC1IC615SFiFCJHIHiNIFFF4dtRMEG4[IRr]C1[CI'3rm1CNNOICSISSMV.iLHTFDSM1CNAND FaLgkmcialPDOdKts AIRHABLEFROMEW F.fTMRRI f F%T rF-I%ICN NALMOCYW FNCAGLEh1EDL.Caa=3;ARRIICFS7 OMEGA FQUIPMENT PERFOR-MCEENGINEERING Trus RA#GT 1101 M( NTALYO WAY, STE 4 f6hNartrt:waUmx PALM SPRINGS, CA.92262 Date; 03 Y19 14:34:47 760--423-9479 Fad: 20f 2 SPAN PIrCH QTY on OHR CAhTPL CANI'R PIPS SPACING VKYI'{PLY &7-0 0112 1 0-0-0 0-m 0-0-D 0-0-0 2 45.99in 3416s o ion rorm spawn wr ups inuui-py utm ate pa P4' = um r=rooss are tar sup=. [wv JdW r 'A mussCa shtd7 4c brut[ Dud :¢[odrtx! ss follows. Pc Ply: ] C4 h�ibt3rLourNEdb[min,135U]TC-1row@12inwt BC-2svgpijarows@11.i5iuof,1Yebs-1R,w@t2inor. &j V4pm appied bah &u on ow sidcof gildm do 1WL flip 0rdmclw g oft wQut=w ittsla1Wim irma awFm IX m on tlto 0 trside wh= supported loads aeapp[ieii4hmaT1edlEriytamonbothsidesofgirftdoublethe spoonswdinkh*of[he ammadusOrrn csideuFgirdrrsalfirmflip 1heorderto ilAbOtheolherIulfoPllxraxmnlaraontlrcapposit-side(a(ambleIhemamrckxsmongl-Cw atmonoppositesidesofthepirdtrshallhe6fi;d. 9) Lataal bracing shah be aotr. W to arch ply. I ❑j Al fa imm mi rAmurrL 2-]/T'long, urrYSs Othe wistnurat ] 1j Wails in 1st ad 2rtd * sld bo off om from suoxssive phes by ] ( the mil spaong, 12) Listed wind uplia realwas tried on MWFRS 0uly loading AILPF2t CMFAMCA 24C' .RkNE J,VAE K7 ORLIS u ANYTRWBu° EDLT,CN,ii t3'IRl.ti5micNuRnA'AI;hRiBii,, "I ucTEDTORO-azTOALL Zy, S4ftwm,5.6.330 �'IHEIlti,`'lT{C�11L1113,LA1fL�[Ili'6rL�DQ[USJF1Cd�TlCf+6$l:l'l��i]HIN'IHFFiNi'dF.MFT74L.fR(�L�C'I'SC�51�f1JJIFSLSSC�WTIH7FQS�FST�+tAhD ,WILABIFMWMLi( LFMREQL T.I7E FGKMUJD(,][YVe[@1HIrd3L•.MM- LCWB=ARE[ Eagteh'ft~wPIt7&CLS OMEGAEQUTPMENT PERFORMANCE ENGINEERING 'Truss: MA 1301 MDNTALVO WAY SM 4 lobNam wallacx PALM SI'RLN(jS, C:A. 992262 Date~ 1119 J4, 33;50 760-423-9479 Fay 1aF1 SPAN PTT IH QTY OHL OHR CANTL CANT PLYs SA4i' NG VIMIPLY 12-14 4 025 R 2 3 040 0-00 &06D 04-D I 24 in SS lbs 12• D-4 i 8 2 6-5-2 6r5-2 12-t9 0.25 112 _ Li � I 7 nIV 0.9-e 2.41 f—� I 241 9-t1-p 0 p 0 6-6-2 8.5.2 12-10-4 ' All plains shown, wbr Eagle 20ugess otherwise rtrried Lntrdhig q&) General C5i I cfkLban LJ {lac} Allowed rCIL: 20 Bldg Cnde.- CBC201(1 TC: 958{2-3) Yut'll.; 0.16in L)969 (451) Lf240 'f DL - 21 TPF 1-2014 BC : 0.40 {4-5} Yen LL; 0,06 in L1 ` (45) L f .-O 3i7L: 0 Rcpmbf- Yes Vkh; 0.2615-5) limTL: Oin 4 BCEL: 10 l ambcrDDL : 115 % fE lkg11�,rrbo BDRL4 rh RgdJdx YWOk A'Lrc.Ran MaxG�Lpl,ui MaXNQmilpift MmcUpft MmHarix 6 1 rr — 794 bs A7 }x 4 1 15 rn 7iG41ha _ Mvt+erial Bracing T1C: AFL R1 d C �r No. C-12517 rw mm < TIC: Sl1WG}kd err Purins aC 5-1k. Fuh�s gn h} 17[hps, BC; DFL#1 2x 4 BC: S1r�Rhodnrlivrnsat l{1`LI{} Plvhades]guhy0[has- Vkb: L1Ri #2 2 x 4 except: DPL P1 2x 4: l-i, 1-5 L rv[V 1)This tRwhas bow desigrkedfarIhedbtsdue toWpsfboIcnidwalkvc *sdnalkrat. 2) Thus mm has bem desipLed fcxr dweffects of wind ]Dads in wDmi;mm wirhA5CE7 - Ill with rho dng user defined input: 11 U mph TwuK dk Ti+sposuue C. Prtclaeed, C'ablWRp. Risk Caltory IL 4rnra1 BEg Dims 25 ft x 60 It. h= 15 ft. Faxi ZixcTrahN Both and vmbs considered- DGL= 1-61) 3)Mmnum5tooage#tiek%dinghasbeen2ppliediriamxL r=withMC1607.1 QA2i0 bsmMnV panklmrppprt load has been apphedtot mHC cmw mt % th dherdead +live "6. MemberFWCes ,bbbi-atw D,nmci�rriw"mammarpr.Nllbw i-xnmm " kctl D�lykonft JIB, M6-- -- H*L*k 7t; i-"_ 4S8i -l�lbs 3-} tkStl-k-L:h[IL� t� i4� flffn &M lm m d _ �c 34 ifi4t t 7s1 Rn I5 4221 1.349am (37Hni 39 UX3 llwhis ;.yrLe1 NO1e8 1) Ur6s lm4cd adorn -w, dv apt cut [rr;dter my cuss rr wfiror * e without peso• approval lmm a Pmfi!WD" "El eu 2) Pr.. fdmrw.ion taixmx frrl his roof rrna4 is 20 %(Cq= Uri). 7)HurSas=for pVhLc3dinarprctmimanly,Imuahmgmper nk&mfwr mr'Nremmmmdxaiom. 4) FPYYLde adnT.pte drmnegmtu pram[ ponding. 5)Dr=bQn mchordwithappwvadsh=dungraParkmPa DrwmgS7muaay, 6)A =V Main of 1 00 hm buen Applied far "s truss malXslx. 7) Lislad wind uplift remitm basal cat KWFP.SOFLW klading, .LLPMSW MICPTII+C;HAICf�ExK-EMCIRi[Srou.Lnu ANy7RLaS BASED LR)NIHS'lRLMMNI[ J3?AwINGRRERUFkUClwnlRL!P-L MkLL TnLeBuil [rtasSattwarev55330 CF iWItz MLf1cm. LlNffTKU A'uD QUALI CATi0%S i kmH IIti THF FA�a E +EDkL PR( DXjS MIEN [V MIE LS=)?6TIH7 S rOIGNAND Ea NkW ProdLuts AVOABU RCME,%aELRNRhQ[1E:ST.LO[CiKWIDCWYVi'HEXBkCUN AL.L'o�-,ARFIEFn OMEGA F.Q[ EPMEIYI`PERFORMANCE FNGINEERING Truss, JA 1. 1 MON L4LVO WAY, S IE 4 J&NamC: wallaec PALM SPRLVCrS, CA- 92-262 NW. OW19 14-33'51 760-473-9479 Page: 1 of L SPAN PITCH QTY om ()Hit CANT L CANT R PLYS SPACING WOTJPLY 14-11-8 025112 5 0-0.0 a" 043-0 0-M I 24 in 7211as f— — — 4-1 t->13 d 11 1d 441.0 4-11-13 9-11-11 14-11-8 T t v N o.25 12 3xd . P1 1 ' ' T� sw ^ 1 7xe . 2x 404 M-0 4 1 1 13 4-1 1-14 4 11.• t3 4-1 1-11 0-11-11 1 Z11-8 All fllates shmon to to FA0o X ude ss u therrrise rioted L actin(p;b (;eaerW CSI 010kction 11 fiat) Allu'I+M TC1L : 21) Bldg Cade: CRC 20161 'YC.: 0.34 (T -2) %bt T1- 0.14 in L! 999 (&7) L,+ 240 T(ML : 21 TPl 1-2DI4 DC; 0.41 (b7) Vet LL 4A4 to L 1999 (6 7) LJ 360 BCLL; 0 RTMbr: Yes Va: 0.37(1-7) HorfTL- 4A1in 5 BC'DL - 14 Lumb rDDI. : 115 % Reaction IT Big Combo fl IgVyidth Rcp Br>}wldrh Mm Rasa Max CAm Upy R Mzx'`Mncl i rt it M:m L Max Horis os 4f gpFESS1 rlyrl II 1 55 io l in 1)m Nis 5 1 15 in — 9561k* t 3 Material Bracing Q No. C72517 Tc: DFL#1 z x 4 TC: sbeveh� 151r$rig at a 4it FllrBn desigrt by athels. LU EC: DhL#12x4 BC:. Sm9hxlorRffhnyat]4{W,PurlinriegigrtbyOttters. Vkb: DFL#2 2 A 4 cx=pt; DFL SS 2 x 6: IM I nadS I V I t 1I This tftm has brat dNipM Ir r theedects due to 10 psf bottom dmxJ k" load plus dead loads. L ZMisM=hasbmdesiWmlfrthecffwsofwuidbedsmwmrdanmwith. SrP-10with the t0BYmAgkrerd2fiimlucpui: ]lamph(FartmW)6Expome C:, Ui�, C pbWH1p. Risk Caleoxy 11� Ovmg Bldg Dina 25 ft x 60 A. h = 15 ft. Fln3 avcTnns, Eoth end uetm cxEWaai. DOL. 1-fill 3) l�nimum skurdgc attic loading has been applied in eccoad�lm vi[h IBA I fR17.1 4jA 350 Ths mavi>sgjaprinkle 1xxM kmd flag btrn applied ro the HC �,.n+.! vidl other dead +live lards. 5)'*- Indicates paraW windbxdi ghas bemappliedtomamba IA l Member Farces TaWidolks, Nkriaff i-RcMn,mwla7.sw�rwa �n s,dw�Awxrice�ly T 1-2 E345 -TWIN M oar r.7.:4]t. m UIS LIMN nC 1 f.i Wlr 033ws a06arr 11�ia I-4 ❑t13 a1FI% i7 {1fi41 ADD •K, D-VO 1.Kx0� PXIlai t-7 iA372 1,9351tx 115 9.452 4A41ht 4-5 0.11n -967n. Iows IILrnkms3RAcddhcrvnsr,dDnotcut nralterany truss men6tr,xphnewirkur-OpTg mgalfromaProfessianalE*net Z hefab�lolrmxfordmroofou5sis29)%.{Cq=OM4 3Hmga is for graphical iuepr" unU*..Irh4a hwW:rperme,alafaaura's tYmIIl n avl im 4} Prot ids adequate ttmkwge tD prevent pondtng 5) 13aarr bottem chcvd with droved shelWi»p m p", Lm pm Bring Scaruraay 6)At least erne web of this taus has btm &mg -ad will[ a pand po ft(in the xrtfx AR pant) poiW on such v,ebs stall be brwnd latcalllr perper oldar to d epbne afthe [rugs. i W&A braces sh9 be ioswbjJ %vi&dn C, "aFwh w!b panel pant. 7)A %=P factor of 1Ab has been applied far drib t usb ansly9y5,. gj 1.1s[esl u.'lhd LLpLtt rca[tlmis 118scd Cry Mv4FR5 t]rlly luatLng� 9) TL: aA4 iu, 2l-!'994 { l Qi},.albwabk 2U 12f7, ALL PE9CK3HTAWAIM;HA`ICi-II+R'; EMMORPS-DtL X4Y-MUSS BAS W- UICxIHSTRURSEFURMA►MAREnWMLCFEDTDR97ERTDAI]_ True$u31-wruvsSattwalav5-5.330 opla@tTISTRLfCf cm.LDAMEMN-DQUAL9-1GCIILMSkTRNMIr TW.FAiUNERLPROf_+1C' DMC!1(A1tWMIS-SLF V6UHMSMICNA-10 -MY E�gje1 �C[e11ytO�tCLS AV&ANJiML*14g7LLIPMREqSRNWIDC[d.Y%Ml Ft .h1EIriL.CQ>CJff[itSARFtSED OMEGA EQUIPMENf PERFORMANCEENGUgEERING Tiu-& JAR 1341 MONTALVO WAY M d Jv NUw:waamce PALM SPRLNGS, GA, 92262 NlC; OW19 14,33,52 760-423-9479 Per: 1 od=1 SPAN PUCH (AT OHL OHR CANTL CANT R PLYS SIAC_INQ WCIFLY 11-0 4 0.25 f 12 3 0" 0-0-0 O<W 0-" ] 34 in b2 lbs 11 •n-d }-3-4 5-4-2 45•� I 6-7-2 11 0 4 �I y _ ; , 0.25 12 TTT r a 6 � 3x L1�8 [W I 1 4.1 • T 0-4-t3 0$d 0-0-0 .3-0 d 5-4-2 4-5-2 1-3-0 1 & 7-2 11-U-4 AllplaitsMv,wntolyeEagleWunhl sscth> wisenoted Laaftg (pc6 Gewal Lm UefWdion Id 000 ANved TCLL: 20 BAGo&, CSC201N TC: 0.29(L3J MTLM-: 4Min Lj999 (&7} L)240 TXIDL- 21 TPf 1.2D14 SC 0360-6) McJLL: 8A3 in LOW W7l L I360 BOLL: 0 Pxpmbr: Y<s VV&: 0.35(3-5) HMTL: UAiiu i s(--DL : 10 Larii6cp-QL.: 115 9E Reaction 031041 ]T BigCombe E d01 H JB ) Reao[ MRK Ga4 G IP Max Wind Li li S4nz L li$ Mac tWtli[l1 5 6FLR Am l4illtrrial Sr" � No, C72517 � TC: fWL41 tad TC:.�LhcduriiitnsaL6-34).Parhndmipby(Xht . u�� ;u BC, V 1L #1 2 x 4 SC'-%mLherl ur PudTLs at ] O-". FLu1.n designby Odkm-- V0. DiL42 2 x 4 e> oept: DFLIFI 2x 4; 14i•27 DFLSS 2x 6- 10-11 1ViL Lumb 11 s has heel desiwrd for the cffaxs dtx to 10 psf bosom d'sord live load ph,s deal leads, 2) This t[uas hm heart designed f[a the dT,,:ts of wind kurk i n a mixftwe ui[hAS=- 10,6A the f4miog user defirwd inpul: I t0mph (FaUwmi , Empix= C, EnJQ54 QMWP•RiskCategxxy4C)yw&BldgfAFm25ftx60kh=L5ft. End ZomTnm&Bmhendxrt1>araxmkkaiIXI--1.60 3) hfifamm sio agc attic, Inedi ng hea bDm applied in socnirda[Lae %iith IHC 16W-1 4)A25016nIG6lRj4I[73khrpuin1LudhaybmaP ed[othe BCo-owixetwith oiha[l®d+hvckmis. S}**- tndicol" pauper uirAbadinghm heeftappfiedloncnhcr I[wI Nturier Felroes IWidgailr- bT ntff L tl IK M ra md kkA.Om mug Faa.rt&&m iom rnu "bllrl &i, is Inm This V h- r.4W.1ri in fis tehle tC 11 Um '751Pb! 2;1 [I.]Mfi 70IILn Q3i9 4 i4lFlc i-IRbs1 OMEGA EQUIPMENT PERFORMANCE ENGINEERING Truss: K 1301 MONIA4LVO WAY, YIE 4 Jodhlaint-=wallam PALM SPRIlVW, CA. 92M Llate: ONK19 E4:33:52 76"11-94n : 1 d 1 SPAN PITCH OTT 7-14 025112 6 OHL OHR CANTI. CANT R 0 0 0-m 0" w — 7-1-B — 9� 72i 3-&12 $�-12 7-1-8 II I VLYS SPACING 14tGTJPLY 241n 40N d-d-0 0-a-0 All platesSIxmmtohe Eagle MtmlessOthenviae tli cd Iuding fps I General m Defiectim I.1 000 unwed T1CLL: 30 BwgCadc; CBC20161 TC: 0.17(1-2) worth.: 031irt L1257 (4-5) 1.J240 TCDL: 21 TPI12014 BC: Ch4(4-5) 1E„IL Alin L1753 (4i) L!W BOLL: 0 Rep Mix: YGs ft . UP 0 4) Hore'IL: 0 m 4 HCAL ; 10 1 umbcrD.0J-, 115 9L i eacliu� DM4 �SS1 iT Eir} C:tankw bit>Futdth Rqt! Brg Widtls -Jry RrKy MmGmr Llpbft Max Wind UpkfL N x Upkft Mail Hotia 5 I 55 in 1.50 in 4361hs •9 N -� b9 -1" bs 4 I 1-5 in — 446Ibs -5 ms -5 hs Material Bracing t1;- TC: DPLvi 2x4 TC: torHtrlinsatb3-0,I��ndesigttbyQkb�s. Liu� No. C72517 ram4 m Ilt : DIY #1 2 x 4 BC: 5hs�thed cr psalms at I M4 RAn design by OlheR. oC w+kb: M n2 2 x 4 vwV: DR..41 2 t 4. 2-i DFL SS 2 x 6: fr5 Deeds Cl 1jThis=&I=bmndesigolfur the cef=sdueto10psfaome diodheioedpb%dmdlnadc. • OF CAIA 2) This hueshas beendeemedfLuthecatsdwlrtdbadeinwmrdmcewithA9CEi`-10withthe JbjMringLou dleiinediltpur 110mph [FaarmndjEta C, E ndm4 CldelHp. Risk Ca e" 1T, 04�r9Il flog aims 25 ft x 6U A. h =15 f[ , Fnd 7oie-Tnss, Buth end webs ❑omit wed. DOL= 1-W 3) Mnimiatt stnuage attic: leading has been applied in woxAuur with MC 16177.1 4)A 253 bs rmvungAFirkk1w pc tnt bad has beat applied to the BC oonm me wuh athcrrEwd +live ]Dads. 5)02-Ir1 edespmepntvimilu6nghashemappfiedtomember{-I NUmller Force; 'o61eiYCrilo: 3 focix�llk n® rsk nor ac d roAc fjntr urrpr race FdJoeu dae r,a d s. } rt2� t l than wdl6s ye sLwu m tt� etfr te: E#� Notas 17 Unkss=Led athav,is,dattot out or alter my iruu memhrrorpimr wilhout [607 approval5nm a ftDfe9 iormdFRVn= 2}1-he fnbricatiom tulsaroe fur due roof truss is 20 %(Cq=O2D{ 3)HangaisLorgraphicalinerpretetirn,ma cbis1Ed1b permalrufctttxsm mvnadation. 4} Pfuvide wMquze drSmagetotmventpunchng S] Bra¢ banes cttttd with app caved shm tung or pathfts pe: Bracing 93mmEry, 6)At least mR w2b of this Lftm has hNn de9:g *d with a pure! point in the wdx AN panel points on sadh webs shall be broad burdy pe TerAfimiLm ihcplm of the rnrw. . Lataerallms Ja b rkmmlbd within 6 "of mb w 6 penelpoint. 7) A taeT ieador cd LW has bam app&d f6r thiN tress mmdysm- 8j LiOrd Whet upli ft moians bemd �m MWFlas only lnadine� 9) PNZM TL.0.01 in, 2L1999 (6-1),Alkwrahlc 24120. AILPFRSl�FAfiRI{`�It�-51�ht"�]I-J<'M�,F1�C'IIIVCrORIt+�L4LIJlV['rP�WY7R[SS$Aif�}lki()(V'lHIS1Rl65L�I[i�1�i.4N'll'7�'*A1iEII'�'7RUG'IL•17 [C11iL•f•ljt'LL},4LL I'Ttit>eSui]d�'['il,tssSoftwarav5.5330 Tryu zx?>r`11vCs,1lt+idQ➢171 r�,wtsaranussEri�xuxarnJe�,aD1Eb1�1}34PItt7OUCt5Lrr51f34[v[]IESLSSlS3]Y4i1HfFAS SIiI]A1�ID aHelmPrAL-L% ,+,spur ARxER(AILU" UICKREU-IMMra%%ft.UDCNLY%VU4 EJ�3>;1s+1timL.cuma- .S mmNED. OMEGAEQUIPMENT PERFORMANCF. ENGINEERING Truss: Kl 1301 MONT,ALVO WAY, �t}y57AM�4 fdh[Vame:walllace 9 PALM SPRMSy CA- 22�2 We: 4W19 1433,53 7150-423--9479 paw: 1 aF 1 SPAN PUCH QI'Y OFR. OHR CANFL CYWr R PI YS SPACING WGTAPL.Y w 025112 5 O-NO 0-0-0 w 00-0 1 NO 40Its �tt-a 31-4 Bllp 4v . d-25 11 2 21�4 � 47�4 1 s r A I 300 - 2A 0-0-0 d-" 1 3-1-d 3-1-4 6 (f p till places shatim t8 be Eagle 7�Dwdess txhenvise rla0ed Lgwft (psD General usi Diu cl' an U Ouc) AUovmd 1<tML: 20 My, Cade - rRC 201 W TC..: D.I5 (7 3) VGt TL OM in 1-1999 {4-5} L! Z40 TCZ9-: 21 TH1-2014 DC: 0.0(4-5) %gertLL: CUM in L1499 L4-3) L1360 B(U-L: 0 Repbft: yes %Rb: G.D9{3-4) HonTL: Dill 4 3CM: 10 LUFrtbmD.O.L 115 %c reaction os i ESS i JT RrgComko BrgV"ffi RgdBrgl)dth MbxRt= Mzt(imvUpllfi N1mW9ndL*ft LLxUplil NwiHarix A• H&,y 6 l l5in 46lbs 9$ths 4 1 15 in MSi�erle� Braeng No. C.72 17 ^1 M TC: DFLX1 2x4 TC_ 9xathaiOF[Lninsa<i 3e},fi3�ndesipbyOthM. BC: LFUH 2x4 BC: ShmtbRdor[huinsatl0-",PmhndcsipbyOdw-. V4h DFL#2 2x 4 mrpt: DHSS 2x 6t 2-5 CiA Ltlads I) TM5 truss Figs bem designed fa the effects due to 1D pssf 6ottaol dxnd ivn W pbm dCW lids. F CA.k 2) This zmhasbsmdaipWfor the effeasofwind hub iaa=clirmwith A92F7-10vmhthe folawkuserMired input: 110nrhfRmp rrd)•Fx ;ou C,fC;ahlajlTip,RislcC�B"'}'II,G+Hs118Hg1]itusZ5Fsx6t]8,h=15f[,EsdZameTxuxs,iscxhuulm}�olar�id�ed, l][R.=1.EU 3}! innrnm1stur�gealLickraiinglnsL•em�p]'iedina�de�uvvjth�C=1HJ7,7 4)A?5ODm FLvMFW9PnfiUupo1R1 bled hB been B oed to the BC LuFKwmu with uU-w&aJ+Ive bads. fcaci Lase D I: SO [Ind [wed Ports La& i4iearhet Uu iun Dbecion Load TnbwdLh _ Top 3-1-4 Dawn 90 bs NkmherForces Ida 6dkm.:M ri-a}M—miAfmcfrmuxW..IotaifdffnmcfiomnmacietkuWLdhdyic�Fr&rtlerYl[16 anml st O ir lti AW -3??IF,. ^_-3 0..15 -2D116 w Vkb I-b Dl� 401 M13 -Nt1 it C1&M 1-5 0063 4341k {3111e L5 RiK 4131h. {-NR+ l oWs 1) Iftll� Hated otlltrvsse do Iwr CUI or alxr aoy truss m �11hc r>rpLLr withhut piormpprovA fioan a FinfCssiaial Eig lei 2)Thefsbnu4iuo1u F9r[1e&1Vh7f[rt188is20%(Cq=D3m. 3)llmq sarefortraphi®1inbEf etationonly.Instalhangarperma15uF(��ar nbnrna�latiolis- 4) Povide sdNuxedm nW 10 we an pumBng- 51W= bottomdwWwithapproved shmtdngotpLArjsper Brain$ %wnmmy. OAump fadur of I M her bam applied f i a& suss enal sa. 7) Lis[ed wind uplift tmaiw%s havod rm lN9krM Wy bPdit. ALLPEMOl45F+sERICAT24QI-L&NtuDx"E=CR>rsiuL>7'riAVYTRMBPSIDl.4)NItl1S'IRLnne51[39LR,4w[WcARE,it1S7R[C7MTOREFMI7ALL True$ 1 T4ussSadhvatev5b3±4 OF'TTIFSQ*>57�4�'flCdk.].I144TrIII[�,►PLL}QUtLJIEiUU]OM155�f'FLaIZIHIN"[fFFACiF.h+(<-TN.1'R(.C'SL[�31t�[�(il'L�15SL�DIVTIH'I}L.S�I€3JAi+ID ��MctalPmlLtets AVffAW 1-RLVAFACTElVMREUPST.DMCNW1D(MVWHWFA(1EMEIAL.CQVO-=ARECBE (}MEGAEQUIPMENT PERFORMANCE ENGINEERING Truro TEA 1301 MO1YrALVO WAY, S]E 4 a obNanie-wsllace PALM SPIiIlVC'iS, CA. 92262 Datc: M%19 14:33-54 7 t21-9479 Page= I d2 SPAN PTI'CTI QTY OHL OHR CANTI. CANTR PLYS `;PACINU wur/PLY 7-1-8 C0 f 12 1 0-40 0-0-0 0�" M-0 2 24 in 361hs �^ 7.1•B i 3-6-12 i 3•t3.12 ' 3-ti-12 7-1-8 4l a-25 12 2�41 _ L I t L-4 4x 4A - bD0 U-U1} 7-1-8 7-1-8 —{ All plates Ahrnun In he Pogle 201mlw arberMst robed. IxMitg (psis Generd M lleflectim 11 {]oc} Allowed TCU: X WgCode: CRC 24161 TC: 034(1-2) ltalMl. 0.16in L/490 (4-5) L/244 TICM' 21 TPII-2014 BC: U.4104-5) MA LL,- OA5in L/999 (45) L/36(} BOLL: 0 RepNlr: Nu W43 0.06a-4) HutxTL; 4in 4 BUYS..: 10 LumbuROL; 115% Itaclitw OV041 3'T BrgCnmto BrgWdth Rgd RrgViidtbM.Rrt Mm Grl fr LZh-,t hfax Wnd UpU hdm Uplift MfI Horia 5 l 53 in I i{} in LMM 98 In 4 1 15in P,A� — 1,0921bs A, Mgterial Bracing TC: BFL#l2x4 TC: Sh�tlxitnrRrtinsatLk3-0,Ririndesi rtlSyOtha� No. C72517 N m BC: DFLOil 2x4 HC: Shm&,o crRu&nsaLIG, 0,PMuiindcsignbyOdm. Ir_ Pu WW DPL#1 2x 4 ewpl: DFL#2 2 x 4: 2-4, 3-4 bXPA tV1L 1] TW5; tRw has ban designed krtheeHeas due to 10 psf bouorn daxd Hxe lxel phas dwtd kA, 2) Pus mKs hw bees r www5d for thcdtms of wind beds in awarda ur-MthASC U-10 v ith the fba wing user de irA in[w1: 110 mph (PAxor-WA Espos— C, EadnaesiC&"p- Risk CAuW-4y E CkmA Bldg Dints 25 ft x 68 R, h = 15 fi, Fnd Yx ieTniss, Bath and weiz owideted, DC)L = I M 5) K1CJI un stomp 4atic loading has trees aWlie{ in xuwdanarvruh IHC 16071 4]A 251}k:a mrnringrsprink�poim loud has been al�pLedtorhe.HC CrxrcunrnL Hith othaload+hueba�ds. Load 4ase PL 5td Dead ljmJ vLtier lyr�liva i Ilion 2 Direwan Spared SLIM Load E�d LAed Ttib Vt4d(h TV? 00-0 7.1-8 Llown Pioj 90jxf 90Psf 24in MemherForces miA-b-&3&-si— Ai. .uC3[oarfmrff&%mtiomsexnuiKxe Cnlyb=qcmaMw30CtMaredxMna,this role ; wd. 2-5 Ot]69 -�Z%ilw NOIm 1 ] Unless noted oflinvise, do not out orahrr any trwis nwmbc orpble w5l io u poofVpicwal &Ml a PiuFTRxiww] Franca 2) the fiabairuion tokamm for this roof truss is 26 % @24 - 0.S0}, 3)I itfV imlinGelwetalinnonty,[MOM hangrxp[rmmsuft,cturttMrecrxrnnn&:l9ien- 4) Firnride adequal)--dmi&%eto Inevmt pLwKUg. $} �S84C b4Gw71 �lUldn7ttY �IOi'ed she;ulsiag Orpth5n9 ptr Brating Syurun�y, 6)A =T jJadmT rf li1U has hem al fW for this truss mulysi s. .viPPPSe7t•SFAWCAR4SfiAt+1>;dMFfi6C'nht;CRV6'DUllNGANY7RLWRASEDLPCNINS -lKt�s"DEgUlDEAV NGAREDIFIRWI1DTOPEF-MTDALL TnrB.MCY.Suftwarevi6-M OF THE MEIRLIClICM,TIAdfIiblWAbI}(LWjL1•IGrJ1L>ti5E1'kiYJHIN1HEEAME1E7;sLlq K-PSDESjG jjjCMISSUDW1'IHIIBSLF-91CNAT+D F�glellletalPnodlots A% LAHLE FW MhNC� LPM RE1 T DE fffiK hI M MY V41FN 111CSE MEsTAr.U"4L-XRS ARE] EUM OMECAEQUIPMFN T PERFOkNIANCE ENGINEERM. Truss: KA 1301 MONTAT VO WAY, STE d JobName_waflace PALM SPRLNM CA 9ME Dattt: 031 W19 14A3;54 7 3-9479 PaJF: 2of 2 SPAN MTCH QTY OHL OHR CANf'L CANTR PLYS SPACNG WGTIPLY 7-1$ 0.25112 1 O-W 0-M Q46 0-0-0 2 24in %IN f J i ne Mucrf snu+m tar uvs muu" tauux Or ptTpry Ma Lne te=Q 18 ee tat U pnes. 14Vf7lOtriit{gt hltcata mall bC 4ltIQ nLSE1G1106 SS MIVQS, pa Pry=1bo N" OF am MilmV"335'MJTC- 1 MWC&85ifkOt,3C-1 mw@t2 in ou,Vkbs.Itow@]2i,xoc 3)Wha, wdW loads we an Qmsideotghckm do not flip grderdming lydavttutatarinwablio[t, ftwallommaas on the gudtrsidc wiev svppw%d loads we jMaL When VVWloadsmGonboth sidesofgada, double thesp=tandittstafth4c3ftheaxvKdcisonunesideofgbdaandt]mkf&ptheWLkzty install the otlxr Itdf of dk camatuus m the vpposim side on oppoe c wicks of ft gitdasball be adfseL 9) L noW btadng shall bt armhW io each p1}r. 10)All fu umm minimum 2-1{3"Wng,imimsothrta4setPACIL 11) Kaih hi 1st and 2nd ply umR be offsot San sumr.3i►ve plies by V2 the nail spectng. 12) Usled wind uplift ffi!aiaiaks bused an hiiwltsonly boding, ALL MSOMFARR1C• ;MANU 137%HMK�CRII%BIYtillII+X3MISMSSSASMLFCR4IF STRW DSIGNLRfVIMAREIIS7fcl.C'1i37'IURII-ER7UN-L 17i�Buiid�15+�sS4ftx�r5,��30 CF THEDFIRU=S, LMMOMAND9.ALMCCIDf5SSUKK NTHE MaEl�E]MM�ISMICNNC31ASLS.Slk )WUH7HSDB12, AND Eagat,&W nuiwIs .l�1IIJ5S[E11il7ME�ifiL7'C<'IRQT- DC�ICT'! �4L]]}it�A.Y �4Hk3ti FAL7 F 3�DAL<7[RTCORS ARELS� OMEGAEQUIPMENT PERFORMANCE ENGINEERING Truss: IB 1301 MONTALVO WAY, STE 4 7ohNamc:wallacc PALM SPRINGS, CA.92MZ Dutc: ONDY1914.33-54 76423-9479 PaW: 1ofi SPAN P17CE Ow OHL OHR CANTI, C.ANTR PLYS SPACFNG v&'r jm--y 7-t$ 025/12 1 0-0-0 0&0 ot.& 040 I 24in 3611% i 3,612 3-6-12 3-6-12 2r� I 11.25 12 It 74 se r} tt L A 4.K 44 a a -a a-o-a 7-1-8 r All plates kwwnto-be Ha& 2%)oJcpa n&arM3c romd lauding (ps#j General CSI De&COan 11 (loe) Allowed TCLL: 20 BwgCok: CRC2Dl6j TC: 010(7-2) vka FL: W2in L/245 (4-5) L1240 TCDLt 21 TAl-2014 BC- 0.75(4-5) VetLL: Min L/716 (4-5) L1360 RCLL:0 Repkbr: Nu Wk: 0.09(34) Hc7.7L' Din 4 RC'M ; lU Linter DLO-L 1 115 % Reacdm Jl' JftCtunbm 13rg VA&h Rgd Bw VAdrh Mw Rract M 5r.— i'Sf• Mm)MndUpbft Mm UpL 7 MauHoex 03104 4 5$f 5 1 .15 in 150 in 441 bs 9$16s 4 1 0 J S in 441 bt DMing l[ DFLL#1 2x 4 X: hedorPtAnsal6-M.PLulindesign byCom-5- W No. C72517 BC: DFLt*l2x4 BC: R=hodcrPtzinsa110-M,ritTndesigaby4ihets. V4W DPL#1 2x 4 e X*L M42 71 4; 2-4, 3-4 for 1) This truss has bemdesipxd for thee$eas due is 10 psf bmarn dzwd 6vr bW pW dyad bsds. 2) Ws; trusshas baendamV-7dforiheekosofwieiklxhirLwmnimurvirh,ABC'F7-1OwilhthefollowingusadefijkSvipui: ]1p ifxxr,�edjR u� C.Fjkbh4Cobk(lip,RiA CwegoyyZOvecdBldgDiims25Bx60fi,h=J5ft,EadFcncTmss,BDMendwdxcawidac&DCLm1.60 3),4Lmmtmmajp iclaudingleashomWbrdinxxoFdmmw(hIRCI 7.1 4)A M h owving)sptinkler Puma lad h& bens gpitxi to tlu BC QNKU trnt with o0wdead + laeloa&. Member Forces T"Wulm:M„neID, rw CM[ a�pmid fx�--(mKw,i..a�irdommkTn7waArp*tatayrmgcsffem:3mb,m21�Lmrttl& iva Notes 1) L6ilms rioted tll,owi.v, rkr nnl cut or Alta my miss nwm be<ot phie wi1}xmL prior Epp"fiwn a Pioccssiwial ljogiaea 2)Thefabmeati.ontok==iti�thismd umsis20%(Cq=0.8% 3)HangefigfbYgaptricalinLrrp[danLmtidy.Installhangerper m7RRd srexamrxndmiclL 4) PlvndeadNum6pinage lop-►mt p-&q- 9)liraoe6uthuodXMvrilh3Pp[srvndSheathingOrpu&mperBr&Mg SWnrrwy- 6)A cmB faux I W has beat applied furthis truss wL*&is. 7)L3stedwi[tdup5ft=ai4irtsbrednnMVfHtSt lyloading. ALL FfRf.Ot+SFnBR[C4TMA HANXIWA> CIM0ItDZTAllIi ANYJ R L& JIM LD LtjNrjfusMUesl learrlltnu7laGAREJN37Rl>=TORa-.M-MALL TiveBuiid i ss5afiwarzvS lib~TitElrSiRUk'QM.LIbUD[[ScMA4NDWALIF1eoS11am5FTFCKMTMTHEEkaFN TALPRCOLi71SMKIiNClt1SLSSIMWrMTFLSIiFSTC"OM5 Eap;eMaW ftaimis AW AELEPRCM ELF L7R W RFQ �. DESl NIALID MY LSff , EAU ENEIAL 031+�S ARFtYM OMEGAEQUIPMENT PERFORMANCE ENGINEERING Trms L 1301 MCNTALVO WAY, [S-M 4 fubww:wallam � PALM SPRMS, CA. i� DO= OW19 14:33:55 760-423-9479 rawLail J SPAN KIVU QTY OHL OHR CANCL CANT R PLYS SPACING W(;T/PLY &" 0-25112 10 0-0.0 0-m 0-" 04-0 1 ?Ain 491bs Z � 8•Ba3 � 4-3-0 i 4-3-4 4-3-0 "-0 025 12 2,a41 41 I n 17� ..I J 4A • 2* 0-0.0 0-0.0 4-" 4-3-4 4.3.0 All plates shown to be E20e 20 m m a0mrwise mted lm dmg i[psfj (;One" BSI Deflection L) 000 Albwed TCLd-: 20 RligCc&: CBC201G/ TC; 0,N(23) iinTL: Min L1999 (4-5) L1240 -PCLIL: 21 TH1-2A14 BC: D,1S�d-5) lip Lu Q.02in L/W9 (4-5) L)36D BCL.L.: 0 RtTMbr; Yes Alb: [7,11(35j HteaTL: bin 4 BCDU 10 LatmbarD.CLL.. 115 y6 Ruction EE 4,q ES&I � N. H��<(. JT Big Combo nj3 dLJ RLytbrgll dlh MmReaa NLaxQwLlpbfr MmWndl;nkfk MmcUphit MaxFloriz O 6 1 Sim G It 5151M - -125hs fj 4 1 lSiu - CO3Q7 MaterW Bracing C.D Ir No. C72517 f�I TC-, DPI. #1 2 x 4 TC! 91ralhed owRmrbns at 6- 0, PuAm design by C he L BC.: DR - 01 2 a 4 BC: Sbmtsad orPluins a 10-OA Podrt t cc gn by Odm, V.W LPL. 92 2 x 4 ratept: Uf;L SS 2 x & 7-6 Lua1d.5 �. 1)Thistrw&hm tmd6ip-rdtwtbcdwt�� gdwtu10pouacnnalive lciap1mdmdbadF, F AL1 2) This [cussLasbun de3i$iwdfewtheeffectsrdwndbE(hinaxnft1araewiLhAS='F'7-10with thefo➢owinguQT defined iv�uu1l6rnphJ;aft •Expsum C.1 1r bly7ip, Risk C rtegay IS Ownalll#k1gL5irr}s 2$ A A 60lt, h = 15 fi, Lbd hone Truss. Soth end ache cuw%Wwsd: DOL= 1.60 htirnnnnn stl74a�G attic 71g has bam dpph9tl Ln riam With M(: I W7.1 4)A250bsmcrMirWspoinl pointbad[Las been appliedtoo IheBCcaaaaterxwfahQdwdcW+livebads: 5)+* • b dkafes pandpcx wind badinghas beer mFpW to uxnktxT 7-1 Mel*er Farces Mt&Md:Mha >a, ota C� m4t aut Iwoe r►�c awape fum #d�¢rtfmmmar �1 iar Only Ax�a a at�rs N� � „ N this ia61c 'rC 1! RN" i'_HIIM IM 49Dlha DC 'Af.b to U: -1sLt 2-i UR-5 7,71Rm :W Ow4i[i4. 14 o,iuf 5C b* [Ism.) a-5 GA06 51216. f-mlb- Nales 1)llydessnoteduthmvnw,dunotcut'OF akuartyImsnwnberurphtewiibcmpriora w3lhorna[*kssional54roec 2) The fabdcationtolerance for this roof true is 20 %(Cq=0,80). 3)1kq-istnrgq)luce1inaepreiafionw4Lswaha�pamu dswoo�aa 5)Brace bottamdumlvnahgrlmsve+rhe bingorpwlinsperBracingStummy. 6)Ai least one web of this truss 1w be= d %3grXd with apetd paint in dw web. AM pawl points on such wdn ahsll be hrannd later* pbpetld oiler to thepbw osf'thetrum- 1AaW bn sshd be installed mthm6 "ndradl wcb pwd point. 7)A ampfah r of I-W hn ban applied for aide inm alydlyks. 6) listed vend uplift reactions bated no MWFRS Only km1F g. 9) Parapet TL: 0 in, 2L1~J99 (7- I Alloamble 2Li120, AU FEUCM FABKCAM15, HANDLM EkBL'IIDlt`MC rirw;plgy7RCSSBASEDLIONIASIRLSsMlt3NoR:41NMAREsiWIRU-IIBITOREFIR7DALL.ITnwBuil�mssSaftwemY5,6-W CFTHEDSTR[1Ci1r1Z.I.Ii4Il'L41IMANDQUAI:IFTCJgItMSUI l{1filMLN'H-EE4f3F.1,FEM.M XiCrSMSIE INOTCS19%MWrIfITUMMIGdAMn Ea* h&LaiPi[&xi& A%LABLERM E%GLE L" KKILEST.LESI€3NWJ1D(XiYVFT<-KB<I.EWEIAL Ct44E'1IMAREUM . OMEGA EQUIPIVENFPERFORMANCE FNGIWFRING I1 Uss: M 1IDI MONrALVO WAY, STE 4 kll ame: wall,Wt PALM SPRLVGS, CA. 92.262 bare_ OPd 19 14,31% 760-423-9479 Pam: 1 ef1 SPAN RICH QTY OHL ORR CANT L CA I' R PI YS SPAG NC' vrlGl'IPLY 23-2-4 0-15112 8 0¢0 Ow 0 0 O 0-00 ] 24 ir1 113lbs 23-2-4 1-7.1a 4 7-1 t 4a•1I1 1 3-10-12 4.7.10 9 3 S 13-10-15 19-3-8 25-2-4 W �T T4 � 0.25 F12 p, 2%4 - �, TT 2 1 I}1�17 TT7N - 4x8 • Sao- 7x8 • 2x74 , 0-0-0 0-0-0 4 7 19 4-7-11 d 7 10 5-4-9 � f}12 4-7-10 9-3-5 18-14-15 19-3-8 23 2-1 All plates shaven to be Eagle 2L)u *ss ctfiam iw fotd Loading (psf} Cxmral [ 81 (toe) Allowed Tr-U: 20 B1d$cb&,. CPC-`2f N 11C: C.G5(2-3) M71n: O.R3in 1.1126 (9.1J}) L12 G T'CDL- 21 TPlll-2014 SC: 4,720-10) MMLL: (127in Lr993 O-W) L1361) BCLL: 0 RcpMbr: Ye: VAb: f1.sdi(141) FlorzTL: 0.05in 7 BCUL.: 10 LumtxTDIN-, 115 `Pc Reaction 03104 �FSSI ]T ftCamho BLgWdIth RgdBrgWdth MmRewt MmcC'r2vLWfi VlaxWodULAR Max Uphft MaxHoriz 12 1 6291a 1S]Ln 1,412Im 154�s 7 1 IS En — 1417FDs ( � R Crial Brachng fi TC: UFLAl2ad TC: gvm&edwPat3u%2-1-0.AutLndesignbyCMlwm Na.C72517 r-' r�^n BC.PFI., SS 2 x fi BC : artathed ex Huf ns at tff a o. Fwutie L ax Otlrss ` 70 W,,bc DFL.#2 2x 4 UFL• SS 21L (3: 5-S UFL % 2 x 8: 13.12 IOU& f* IVIU 1}11is tors; has bexar dmgrked for Lheaffws dLu to 10 psfbottom dwd Mood pkm deed bbds- 21This tons hes bmkde&gned feathttdfrdN (3Fwird 6-,2:ls ina xamtnce with A=-10 with Lhefolming ww do inalinput: 110mph (Farm V4,EKpoaurm C,SrLelm4Gablylirp-RiskC oty11,C►amIRhigDims2%ftxWIt,h=15tt.EndZoneTints,Boshendwebe,00rmirkmi. UDI--1.d0 3).Minirnwn momgc attic boding hasbomaprphediswO&danonwithEBC-1607,1 4)A250 be imrvinoprinlLlmr point IW hTas beat applied to UBC conMrialt with otNydmd 4 tiro betels 5) ** - bidicalvs pff4d wind loadirsg has born apptiod to menbw 13-1 Menh*rForces U*HdKdmUmdbalDmnSfm2-WlrntVmia; W.fuocifdi6®n[foLmmcsEdk.cChoi—Vj,,oLnA&CC NaW 1) Urk6s natal clh¢uwim dv not wt oraher any truss manber or plate without prior approval ftm aFhdtssiCAaIBnginetr. 2)ThefaMemliontolerm forthirteodvuu is r DO%(Cq=[]AM. 3) Hanger is for graphicaliuue♦neta.iaL Uoly. EM4 hLngcr per ff=U9clurefs teeornniff►ckuxt 4) R—wir--kgvmc dritlnprto puma poading. 3) Flrwe botrumdKmi with appRwed sheathing or palm perBraring Satnnarg 6)AtI�s amvfibofthisLtusstwtw ndmirw5dwithapawrpomlinthewe6. AIL pandp,irirstmnh mm[Ksh2Mhebraced ypeypendia�Frwthe �tc of the tnLas. I;�$al braoex shad 4e in<Luhed wi[1Lin 6 "t,irrd: v+� 11- 7}A =T buarof 1-00 has bDm appal for this truss analysis, 8) Liskii wind uplift rims bascj Ott MWFR5CCy loading. 9) PWapa TL 4,17 in, 2LI268 (13-1), AIIow kic 2i�12{L ALLPFRSOOh rABRIC}U1.�tG.HANDl-17NC2UK7Dr,C MTM11NFiANYTRUSSBASIDU DN'IIIIS'IRL6SDMCiNERAIATNCiARETASMUCTEID 17RO7R7C}ALL. [4LeeHuiLd lhussSaFtwna 3Sd33� CPTF)fiQ�FMIR nCN5� 41OMANDOUAIEICA11�SE1']{RIHI`THEFAR EMET'ALPRCULICPSC7P,SICBiNmsLS5Lt1� wrrjiTmnp- rNA,4D E*e Metal Pralmis A;PLII.ISHLF?F1i(]Nil'i►C��L4'CX(E�LIiP.CI:i)FsSN'xVtiALIDUNLYikI[3dE4CLP.4IC�,LC'Oh1�'I7=R_S AAFi14F�1 la 4-.b OrMN 1L55L 4.12111x •S.1[J411a 34 .LS 0.643 erfd@ -S,H7811� -9.R311hs s� CL3JJ -3,176�u 8-I+ aSly 3.17aile L+tLi ri,RLy s, inc f4Lb5j 9.rU tkT�2 s�rs3lw S4k� J-r'! 110i4 -1,3d9 �-1;0 0.'197 L.5*ry!L� 3rl LLSi2F t*7 :.11� -: is:`Pr- -ll 0-S#7 4,423Lhe 110 CLCLif, •i3711r, 3$ QOrA -L,Ql4GIFa &ll OAii -�L6e 49 CLOdO �iSlhc or J]6i6 3,41616a DMEGAEQWMFNrPERFORMANCE ENGINEERING TrLL%,L Ml 1101 MONTA[ VO WAY, SM d fcbN =:w'alILLae PALM SFRLNGS, CA. 92262 Due: O WJ19 14-33_57 7 123-9479 Fa gc. 1 aL 1 SPAN FTFCH Qi•Y OHL O R CANT L CA14 U R Pl YS SPA(IW WTUPLY 19•10.4 O—Z f12 3 &W &" O�0 0-0-0 1 24in U1k*s 5-5-13 5.5.15 4-t-1 a 10-1-7 19-1 (14 5 4 9 4.4.4 -- 15-6-0 — — • 9-10-4 i 3xft 0,25 F1—k4 j 2 4 d - 71 7x16 4-7-10 5-4-9 - 4.4.4 � 5.5•t3 10-1-7 — � 15-fi-0 19-ip-4 Ail plates dim mtohe Fagle Munles6oi6erwise noted. ltmding (ps6 General CSI Dellectinn U {lac) A umvd TCLL: 20 SldgCode CBC20LN TC- 0R1(:i-0) 5{e11TL. 0.59in L1325 (7-9) 1-1241) TCDL: 21 TH 1.2014 BC: 0-76 (S-9) Nkv L - 0.21 in L f 999 (7-S) Lf 36a BCLL: 0 RrpMLlr' Vft: M78(19) HLrexTT- 0.03in 6 BCDL: 10 Lumber LiOL: 115% Reaction 7T SipGmnho 3f.ALdLh RgdBTgVAdr1 MmRewt MmCvwUphift Mmx%dUphft MaxUPkft MaulFIaiz 03/04{ ��ESSj L 1 55in in 1r37l K hl ILA 44 1 15in — 1MI* CC f.� Maierid Bracingw "'c No. C72517 tom"' m TC: 13FL#I 2x 4 e�ll�[fd TC: SLotPwx nsat2-2-0.PL3indmignb3r(, ��, �. m 11C. U-LSS2x4 BLS: ShcalhpitvFlulinsatLOi]O.Pu3�sdesigt�hyOLh�s. 3iEL [)F2x 4 auxpf_ L91 11LSS 2x 6: 5-6 J ✓~rli f.L of k��4r r 1) This tnm has been designed krLhe due ra 10 psf bottan domed live load pta dead loads 2l T hir truss has been designed for the effects of vane kkmi4 in a=xd wm withA.I . - 10 with'he following user dedrrecl iapuL: 110 mph (Faex wm%Expmum C.EftdCh" ffp, KA Cacgxy140YaanBldgDims25hx60ft,h-15kF d2anc'Imu,ElmhcndwebsconsidurA. DOL=1L60 3lNtnif a stot'[lgeatticluafErkShatbarna pkriina=ntmcewithIBCIUR.1 4) A M 65 Lreovioglsp&&6 pabA load has bLm appitJ Lo the SC [Yaxwmu with oawdead + live kQis. LaadC� DI; SWDcadL:ad Pt" L wt6 Mauba Laca[ion [Xteaioa L -Al TrihAidih TO 15-6-0 Down 9E Em [Mend*rForeeS ,.., 6-L-&!g LAusrCitrnvesaidbor;Ureaoxwr."mii0karuimmmmidfailO*f m amfttmKObcaedww,aeitrhmNL TC I L-2 0.862 v3Rll+e 23 47S1i ,$41N t a 3"ft 43 UAW IV: 174 pLD< ,9III 14� 11i• ofiD.M 4,f"Ibm 4N 141 1.f7:73ilm S3&N 1,7 fink 1.5XIn,; 2-9 ILW -574IM 4-7 a� 4M Lt s w— Ll tf%i sal 4 k* Now I)Unlessnotedultmm- isr,dunutrutwakaanycussmemberurWewithoutpearcppurvLrllivrnaPlvfasi4xralEngines 2) The fpWcMon tolermm tocthis roof t,tLss is 20 %{Cq= 00* 3)HangmisfnrgT3phi®1i-kmq- a6anonly. L1suDhaaigmpamumF3auads>.mrrrmrrr+xialia4 4)?ov'ideaiegt-rdniraignt(3pmvaaporxt ng. 5) Sraoe bottom cbaed with � s}�lvng orpw�r� pa Slating 9Lur[n�y. 6)Asweepi6o or1bDhwbmappliedfartduslnsss2rsaly.6t- 7)HXQW 46M[A10C Lx.A+4M Law dL'L:Leofbearing and wb&,z-Lht m1mde cdw! of Itcmd web rllaets[he boitom Side ofthe Lop dkwd shallrmlmveU' 9)Listed wild apiftmd&arkshasnd unN WM- Or4 "ing. ALLPFRXMF["�GHAT4T12CAEtBL'rMCK1NS'aLzn kNY Rt 13k';IDLP0[fTIBIRLISSL s1rZJLVAivuvLlathIM-rr:.UCIEDIDRFFM MAIL I TrueBwld�TnasSof[vv�v5�334 CFPTFe1PMLCI10hS,LDM?MCiANDQL.gM,C4t1Cb1SSEI-14-ICHWIICMGErIETA1, ROC X7',IESICNWTUSI5SUMWfL1ITHSL7L•i113ANO FagkMctalPitxi.scts A%LABLZFRr7MLSff.ram EUkNRLnrsXNWMCMYN40aFAUEW1'Al.Orx•L '� A E OMEGAEQUIPMENT PERFORMANCE ENGMERING Truss: -MJA 1301 MONTALVO WAY, STE 4 I&Nwm-.wLtUace PALM SPRINGS, CA 92262 Dati: 1?U(j•1j19 14:33.59 760-42 —9479 urge: I of 2 SPAN PITCH QTY OHL OHR CANTL CANTR Pits SPACING Wti IVJILY 19L 10-4 025112 2 043-0 w 0-D-D 01 0 2 2A in 93lbs ITT 1.3.12 4-2-1 ¢714 5-4.9 4-44 --I 1.3.1P �5-13 10-1 7 15�-0 18 10-� rx1 u - rx4 1 4x4 - EA5 • 2x4 1 D•9.0 0•3•0 0-0-0 1-3-'2 4 2 1 4-7-10 5 4-B 4-" 1-3-' 2 1 5-5-10 10-1-7 15-6-0 1 g-10-4 AIL pleats k wnhntabe hoe 2Qtatlexs nttlerxise rued Loading 44 CAneral CSI Defleedion 11 (lac) Allowed TCLL 20 B11g Code , CIl•C 24i Q? TC : 0.23 {4-5j MV M. W-5 in L,1949 [8-9) L 1240 T<TOL: 21 TA1-2D14 11c: 0350-10} YoILL, t0.ORin LJ999 (") Lf36D BOLL: 4 PxpMbr: No Vlkb: p33{12-if) HorzT.¢ OR2in 7 BC DL' 10 Lumbw a 0J, - 113 % Rewfim Uj/U4f l'r R[ Col bu B,p„Wdt11 ItydBFgWdth MacRV l+lm!A7Errefl b %-.ndC�-.LA 41.is1,'ri[a muHarix 13 1 3-5 i n l3{l irk ?7hs l?- �, p 7 1 1Sut — l�44Im TC: DF1.N12x4 T� Sttt�hninrWri[sa163-L1,RIrii�sdesign by0[I[ers- LD Q No. C72517 BC: IkLSS2x4excV: BC: Rm1hedorPainsofLO-M,NAndesignbyOlhels, DFLSS 2x 6: 7-11 11fHc DFL A2 2 w 4 mmgit: DPI.. Nl 2 x 4- p-L3,1-12, 2-t1 ]7FL SS 2 x 6: (7-7 C i Leads OF OkL1� 1) Diiks tree has bam desigJed for Iho dYnua due m lOpsf bmum dwld live kid pits dmd kak- 2llhistrussh bealdesippledfortltesffeasofwitdloadsin9�rriarcrnithP.54H7.10wishthefoawi� ttsQdeiinodinpul:110mphholed},Fxposute C,E do,s4Cabki7-Rp,RiskCaemmyaOveAB14Dints25Fr.a60Arh-154.isWZwxTruss,Bothenduebsomideml- DDL=1.60 3) Mtiadmm storbpaiLc km ding has boat applied Ln xxordmmw 1h [BC 1607.1 QA250LbsmovinijsprinklaIxw,lkrAdh-ib.bam 9Mcdlathe SCconruamtwrthmbrr&d fivclo®da. Lroad CAw D L Std Dead load Frkh lamb M nber Lantion DLnx!dQn LOW T[ib Width Top 15-C 0 DLvk-n 98 bs Mennher Furces likind"B Nis,berID, m C9, weem —p. k7m i f rhffffug fiWn FrW : WW k4Xo 091Vborx,ffrra0111 30ftbm m in*WpW Te 1-2 ✓3 6W6 VAV 74.IU. ON Ile 34 V 02L6 aft lOfilhs 1L01i Lt, 5-4, 4ALEI-ISJl1@p DC B9 IML O-S-Z $103Jhe 9 M Q351 1I1m1bl! Nth -t- ,947JM MI i1.161 a.4yl N as 113Lt• L,ht@Ebe 1-L2 Q197 9741bc 119 a111 117ths (14nc1 rri 0.034 fi051bs 12-11 4.128 0411, 52i R045 -4[M6 Notes 1)LTnkssnotedvffiwaiKdonot cut oraheruty1nixnnr<mtaorpkwwiThowpnor*pMnIhrom&PAW sional&Bin= 2)Tm fabFimdm t4IP'o= tbF this foot tam is 21.1 fir.4Cq = O.R. 3)Hdngerisfair w4)hiadinLnTme{imonly,I113Whedgerpertm faaurer' mmum rdairm. 4) Ptovi de af3 qude drad,tW m pntirnt purding. sJ Brax bollom ohoW with approved slxmduq (r<purgm per BmdFig 511mmmy. 6)AticwcLwwcbofthisrmhrabomdMigL m1hapaw1pontinthrwch. All pandpointsonsuch mebsshAbebiwrdlda*pnpmdia,brtolficPJP e of [he [mss- Lai" tuaor5 x13A be iratalled uithin 6 Weach web paxlpnim- TlA creep tattor of 1-00 has bam qV bed ftu this LrLus analysis. 1 T 4LPE11SOM FABRGC CL1Pi A JUNTLMN ERcr'MU CR 11sSIrlldSblC3 APIYTT[M 15 MW LPL n-M "I LSE CE51CW DRAirl WARE U%YM k=T0RffM 7OALL I Ti eBuild'9"I1,>ss Rad•tw= 5wf o OFTHEsNYRTJ WM.L11 D%IIIagSM0QL"UACA1LT651?i'FCY41HM HF:FARF-VEG4LPRCMMS1ISICNN71f MLMWrTHTf1LSDFST(NAWT Ea*MetW t4&Cls AWLABIEPRUM hAME1 TM REU FiT. L7iri KW V41TD CNLY Wl ES+IEACZP.MEI}1L C't7*e*W= ARFTVM OMEGAEQU PMENT PERFORMANCE ENGINEERING Truss: MIA 1301 MON ALVO WAY, SM 4 JcWa=,waUwc FAUVISPRINGS.CA. 922U IhW RVDU1914,13.58 760-423-9479 P�qr= 7nr2 SP4N P[MCH QTY OHL OHR CAhTTL # ANI'R FLYS SPACNG WGULY 19-104 025 f 12 2 040 0-0-0 0-" O" 2 24 in 93 IN nrmeMUM snowsortrnsmmm-prytmn,=Pmply amUri! mruonsmlargdpam-Iwoldeidtinlousvt 11aUbG 11alldetl e4asf61t&,m.PE? Nails uri rYm Naiis[min ,135'kY T C- I row@ 12 in m i3C' -1 rawC6 I2 in oc , wtts -1 row @ 12 in CC. RmidedthehatWmFmc3[orisCIO not adcgvWyW th&appliedloadroallplies:inaiditiont000trwdamshownabove,dLddicihpairof✓ijdF&%wiih supplanlYitat 15d Nile ix Oim NiiN[min-11i'5x31 m RAkmxs within 24" of dre ]D2tiau airrwrc TC: 15"41)Conaaetors CarokKiMsha➢ruiaxxmz:honothergirtkrplyomMdjrserr inaamrdresrrwiththcNi7Ccrrhemtutattornjenutaduter nxxMmmaNd.�tianL 9j what apP1W bads atean erne side of dorm IEp &dix 6L r Urdu oalu wor irutallrtlmi, on -A omficaars oft di&sirdtr aidc-%f= supppotted loads mcapphod.'i hm appficd pads amen both sides of &idmdovhlc rlrc spring nO im[A hOluflhe awmeam on ofte side of gfrdm ad then IEp r1t; gini r w kuld dr 9thultati'of tlicmrrleaots on the opposile side (al daub]& thecw nmuz gmcing�L (oa� on opparite sides Ohba ardershadbe offset. 10] l�ctall5raang slsul ht erledw3 to cxh Ply 1l]AlLias�ners miriimrmi 2-1i2'lorig, wtss udxixise noted., 12)Mils in154wd2ndply slialbeol<sd&Dmby112ilmniiIglming, 13) Li!. W wiad u O=Oiora bwcd on hMR'FRS 0* Lsadiig. ALLLPMS[MHUM1C TNQH.4NURQ7,ERBMMOitP6D1LRCAAY1Rt_$SBASIDLWTHSTRLSSDRI fDUM2CkREIl4S'MtL`MT0REFEPTOALL I TnieBild®Tnns5dtwamv5.6330 CFTWQ,MMUCiTCNR.LCsIDUi4l^SANDQLVL.>FiCAMrkgSETFOdilfJNTf EE4aEkEv.PRODUCT5DE5ICNa4IFS]SSCBZ}V`Y7E17f1SA&K3AND Eagle MUM Praducts 1Vi11.hrtrrFRCMECKELTCNRKIMT> rY=aarwl-[ENENEIALCONNIiLvitsARSLsED OMEGA EQUIPMENT VERFORMLANC:EFNC,1NEERWG Truss. N-GT 1301 1wMONrALVO WAY, 3-M 4 J0hV&rtlk:w01jcC PALM SPRINGS, CA. 92262 Dale: OW19 14:3435 760-423-9479 hge: l of 2 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACN WGTJpL.Y 174-12 025112 2 1.1.9 0-M 0-0-0 0-M 2 121n 10116s 1 1� 4-4-e 4-44•4-2 L1 ,-1-8 �-5-t1 9-9-14 14-2-1 18-s-A �m rw 1l. TDV D - r 1.7.4 L ' TT 0.25ri—N—p. 2y1 dxf NA-GT MB-GT NC•GT ND•GT 0-ff-41 U-0-0 4-4-3 d d•$ 4-4-3 4-4,3 4-4-3 B•B•6 13-0-9 17.4.12 All pins imm to be Ea0c 20 unless ar wjMsa rued Laadkg (psi) Gkneral CS] 00kction Le 90cj ABwvd Camed Un, d psf} Bldg Clo& . CSC 201 tv TC : 0.3904 %kA TL- Win L 1724 (8-9) L1240 TCU: 20 TPI 1-2D14 Er-: OA9(") MWLL' 4I in L1999 (94) L1360 TCDL: 21 krpMbr: Ma V&: 0.63(14) HM'1L; tin 6 BCLL: 0 LumbcrD-OJ-.: i15% BCDL 10 Reacti011 ,r1- b3s Caa to Eltg Niklk Rqd Brg Wdth Rear M-C-- UpU MaxTl'ind UphA MaxUphft Max Hmz 11 1 15 in — I "TS lbs .29 u 6 1 15 in — 104 fie 14uGeru Bracing TC: DPL552x4 ujxpr TC:5ht&cd6rPulirL%atC>-3-a.Puffin4je3igabyoalfts. 13FU15 2 x S; 11-2 BC: DK.15S 2 x $ H4': Vt�a[holorl�rGnsbt 1D-0-0, Pltrkndtti by0thab, 7kb, DFL.#2 2x 4 Loads 1] This true h-a b&ai desipul fLw threffW5 d c 1010 psf bas wn cbord five load ptus deelloath- Z This Russ has been designed fontlteeifetts of w lid kukria in apaxdwix wLthASCET -10 with the ftaywing usaddinM in[ud: 111)rnph TWoWd Q Fxbwk (;ab1 Iip, Risk Caegory Q 0k-erA RWg Dims 25 ft x 6U ft• h = 15 ft, End 7bwTYuss, Hoch end webs noarsidleuc� 00L-- I bO 3) 11'fun mtm sroaage anio badulg has beat applied in xm lone& s►ith IRC 16f}7-t 4)A 2501hs mwmWj3pfi4 Yx *nt bad has heal appired to the! EC oortcurrdtt -ith a1Kr dead+- 4v[ ]tads. LnadC&w D1: Std bead Lid LCO& Slunbcr Lou-ulon 1 LaiLLfn 2 DwNixm swuml S=Lood Prd r03d Tritay&* Bot 6-4-0 174-12 ptwn ppa 5p1L 5pif .Munhcr Forces 7Sbk3K6QdU'btmtaa,rraM�mud kwa;,kmmn4eCVdyiWftprL,dcjj305ftWrlMnnflMMW To I1d A3R]-3,1tap. I3-0 a319 3*916 I j 2-3 43t$ :;1 *Ihn i.4 41.1% J24 060 dtdifn I�7 L1437 ZM& (M4& ;% - ow 1A CIts 031116t d.6 11CIN A79t. num to -1�um Cumeu111N1 Suruoury Czdad Thin CW*r z 9umd Q-0w off -I N&Gr DC NA hPC GI K RM 1'd�[,*Z` RC 141145 Notes 1)U1163noteduthtwmw,dunutcmluralter2nytrussniembaorplaceuwilhaulpikkx4xu AfiumaP w,5;iurral&Wrtac 2) 7 hie fabrication tolwa xv fortlds rooflruss is 20 %(Cq=DASD}, 3)VmBj--saefinrgra[,hicEliNrrpiUationonly. h It&ig&spermmuEdiurdsTwM-MnrndalirarFL, d)Ptnrideadeyuaieri•A' wpreverKpuArlg- 5) Brine bottom dtard wish gproved sh,e ghlrg wpurlins pa Brad ng 9ummw)'. No. C72517 r+ m �4 All.PMSOI.�RAWCAI]NCsHAMMMt,,EUC1u+ItaORK ANYMM BASW t< (N'lens'Lltt SDMGt'DRAM+trn,E1[+4T bCFE 70Rfi-c'1aUL I ThrBudd2Tn15s5oftwarev5.6-O6 Q3IIfsjiwTR1JC11tt+ LiAnxnomk4)QLLgi'Lf-mFX*15ssrKXUiIN71fE4C3$NEI LPRODtC1SA51CNNUM1SSIXD%H"M9DF:4TL3ri AVA7rA0 k1-RQ4FV F:LFCNRBQL=DE9CNVuMC%lYvUNE-,C7FMGLsLum-B--ms,4RR115,37. Eagle: MetalP1v3rels DMEGAEQUIPMWNT PERFORMANCE ENGINEERING Thiss: N-G 1301 MONfALVO WAY,, S E 4 JuVNUW: Vm]hioe PALM SPRE'GS, CA. 922Q Daw OVW19 14:34.36 760 423-9479 page' 2 of 2 SPAN P= QTY OHL OHR CANTL CANTR PIYS SPACING, V.7C'rrJPLY 174-12 oz f 12 2 1-" O-3.9 0-" 0-0-0 2 12 in iil11bs 0 ftm iwm 5wwu wins muft 114 wss are per movie s we for 2aphm. 1 Wo i1kmt Ed Rv= shill be a, fbkAys, IerpdY- t Nuns or GLW N»ih[nrin .131 k3J 71U. • 1 fou'@ 1 Z in orw BC - 2 st a=i rows io 12 in oc , 311;bs -1 mw @ 12 in W- i�ovid A [bahrgwoonFredi&&, dks not ;Rkgw9c1y lemur ttieg0,fd krAl to aE plim, in wWition to aorrianots sbuwn a6avt- alai h V4 pir d0d r phes with suprdanmial 16d LNI� Is v DLL hail [min .135'k 31 m iAaws within 24" oldie bcatim shown BC: 5-1 i��1[1)NICSt9fS BC: 4-5-8,(3)CM=tm $C;1D-11,fwyCuiueato�s Conn=mshaltwlenu2chonotherl6jihrptyoor Wwsorauss-to-trusscvmmdorsinsoc mimoewiththeNQtiorthemmeciarrrlwmfai*w Fobgnr a4itions. 8) Wben appiied 1aed; ac mom sideceemikdo nat tbp girder during pn1W conntszar insUbtim instaRcunw%to s {M the gi mk r side where sappoited knlx ere g3ph b 1Y} m upryliud lends aye nn lxxh sides o5girdex dqub)~ []s Spuong and in€rafl}wlf of tlre�urrnecicros on cue ride o['gindQEnd that lip the Buda to Ifl'stKa 111eolbw hay0f6emmledmd=rhen3pW1P skkW(oableft0wiWGrR'pw ogj CcwwWurs onOppositesmimoff1wOnlcshaallbcoflxd- 9) Ldmel lxaQng 4A be attadie d to eaeh ply- 10)ARFwLayssa&im m2-ItZ"iang,unlessoth�rwisenouxL 11) Neih is ls1 aril 2nd ply shah be offsd frown suaocssive pbm by LIZ the irailspx< Fiv, 12) Listed wind WU reaaions basal (m MWFRS 0ttly+ Wiing. ALI.PFRSbt�&FABRICASD#` kiA[+J)�l�C�EI�'1�'rCRLY51riL11hC3P.hYlRl]�EAS�LfPONZ}3LS�R1.5S17p$0�'I17R1d4W�,4RE.II+�CRLICIFS}7pRIIIIt7l7AlL'Eluel#u:1sH�''I�Ylls¢SOit15''d�C+'J.6330 OFTFiR>7UMULZIf]t^6.UM=iClhiQwMQJMMC.AM(MSET P0EimunI3C.4[ kNEUALPR[lou['1' FINT[,NWrBISSUMVw HnU5DE$Kz'1R4) A EagjeMetall�iv t5 AV%U- tFFR0M EA aEUR]KRHaZn DMOi %1CWC r HX % �N EK F MF. M.(3�t+U+EL'ICbtS X Ug OMEGAEQUIPMENT PERFORMANCE EItiC:MEl ING Truss: N MI MONTALVO WAY, STEA lodliame:walocc PALM SPRING$, C k 92262. Date: OYW19 14,34:37 760423-9479 page; 1 of 1 SPAN PfTCH QTY OHL OHR CANT CANTR PLYS SPAaNG WGTIPLY I7-4-12 D.25ff2 "+ 1-1-8 0-3-8 0-M &M 1 24in 90ft � _ _ 1 B•9.12 _ 4-4-3 4-4-3 4 4.3 4-4-El DA8 1 1 B 5.5.11 9-9-14 141-2-1 15-5-0 r� 1 I 1 11 i13r�10- 0.251li#t]�1o- 241 41- [2 512 1 r 1-7-4 L 1-0 TT51 2,x$4, T 4 d 'N 13 0 9 17-4-12 All plaEes.Wmn IDbe Fsale 20 finless otherwise noted. Loading (psf) General ICI I F- YF Rcacdorl H C tRsa B%Wibh Re.Err. Wciih MwLR.xi Nmj'rs+•Uphfi Mj1xWndUph@ Mm Uplift MaxHoda 11 1 15in — 1,158bs fP4M3t • (k+l>allel ial Bracblg TC- oFl SS ? x 4 exogA : TC: ShaRkuGd or RuGtss at 3 4�s. Rutindesign>}y others DFLSS 2x Sr 11-2 BC: FfLSS2x4 BC: dacPdffiIsat104C-U,Aulirid=�Fby0lhas. Vfbc D FL#2 2x 4 Load 1} Ms floss flies b= designed %rtheeffws due to 10 paf bottom d7wd hvc load pLs dad kw dc. 2)1h6Mmhwbemdmpnedfar lhee$aasefwindI=kinanmldw=vaithASCIE7-10wilhthe ftowingusardsfinedbVul: �1Drnph4T�ao f),i7pesulc C,Fndo%4CmhkHp.Risk (;sallcgmy'IL,CW aMBldgDims25@x60Q,h= I5ft,UndZLvwTnnc,RrmhandwebscxisWmed, TJO =1.60 3) �firYLnrah stpr� aloe 4��' � has heal �pbed io acaald�tice urilh t$C 1dOl-1 4)A25D2 s moviWipftUrp=t ]mid hat boy, applcri in the BC cor>`-x= with otlxr dead+ five bads. LandChw DE Sid UeatdLoad FA&txted Lrw& MenLxr Lomion I Lo L-Ai 2 Mre iun 19mmi son Lood Fnd Laid Tdhlhidlh F" i 4-0 M41T2 Duwn %j i fief i jKf ;4 irr Mendwr Forces v,nleir.d=k%AfertaY3�(M M.a lfd h—e—h—If,HU Y6r �- Ed-4 lala. .ak 3Mri..¢,h— rd,& TC TC 1-2 M3 aAF9 Rn 34 0313 -3,7[71bs 3 aliI S 1h. -M M13 •7M-1l� Z-w-lb. RA 6.472 MOO Vkb 1-4 rv.693 }Edllhn 3li D:2m t.w.rt. i il.;2? 1-h-6 2u9 am Wo lbc iP Ew --70 R . tS UM3 3NN i^•hr 5-7 010 2,1971hc Notes 1 j Utllms rxxcd olhawlsc, da no1 cut or alas any mass Ina ber or plate watt n pnor g3pr v fimra a RVtc i nal knganax Ttttfahrttatran t6IT�YtY FOrr11151[h7f truss 15 2Il Sri �['(] = Q�(l}. 3)1iwigm we for graphicalavvpwmimionly- buuLhmgm par ttlaldmurm's mmmnettdmom 4) PrDvidrarle'luAcdwLrW to pmvmr poodiag, 5) Brcebotiomdx d vArh zppmved dmgl ing or 1wim pgr Bracing 6)A amp &cor of 1.00 hm bbm appGcd fruth]a truss arsalySi:;. 7) listed wind uplift xwiuux based on NT%9FRSOnly kxmlmg- l}40 OUFO 7DSrASRIG4It+,;HAAIYWa,FRBCIMCRIri&'l}US.WAWMLMMEDLFC14T s'r1MDESIC>tdM9MMARHN71OMMTORUIR'1UALL � TnzDwkMr1 mSaf'twamv55730 C]E'1f1E�.LM4EkUa4EANDQUAL]FTC]CMSUFOMIINUICEAUL.h'IlsL4LP ccsmmNumgLS.51F171G1THT"srFFTGN,LTQ1 Fg�hlCtall�[a�ICts AVaAW E FROM ChUE. L1aUtV R1.C1.°Yf.1>k sv w wwcm-Y wHm EAa-F mFm- C] w4EuTms ARELSm OMEGA EQUIPMENT' YERI' URMA1wNCM ENGINEERING •Truss: N1 I301 MOIYIALVO WAY, S'IE 4 Jt.b%ase. wall ace PALM SPRINGS, GA. 92262 bete: O V19 14:34;39 760-423-9t79 i ofi SPAN PITCH QTY OHL 01HR CANTL C4NTR PIYS SPACING WG'l'R'1-.Y 174-12 R2Sj12 1 1.1•6 013-3 4-0-4 040 1 24in 931115 7-l� 5?-d 5-?� S•i'-4 1-16-8 ]�3rE4 ~1$ 6-3-tF 11-6-G 18-8� 1L1-E� 0.25 F12 i fl U ' r ■I■r �■■ ter. o�o-o I}9-9 5 2 5-24 5 2 a 1-1t7-0 �,-214 if]-4-8 1SFr12 iT•412 All places shm mto be EnZIE 20m less nitlatwiw med Lmdmg ftmp (Aneral CSI Defletbnn IJ (loc) ABawed TCLL: 20 SkIgCuk: CDC2016j TC: a-%(1-2) )krlTL. 09in Li562 (�89n} L1240 TCDL: 21 iPI t-2014 B(' : 0.58 (Sa9) Mrt LL. 0-12 in L19N (8 9} L1360 BCLL' 0 RepMbF: No Vkb; 0.74(1-9) fiatxTI . 4,02is 6 BCDL. 10 UmrbaDU.L,: 115% U3/04 Readlon IT 13( iCuR63 lin;W[h RildEhgWdth MmRe= NLIx{Ewiiprft Ma 'RndLlnHt MoXpiif' t`,taHoria sSi 7] ] IS in — 1,t5$ms I gxs 6 I 1-5 in — l X5 bs { No. G72517 DFLSS 2x 4 ExwV- TC, g rhefierPudmat:�--W,FuAndesignbyOthaa. M DFL 5S 2 x & 11-2 $<-': M S3 2 x d i�h: UFC M2 2 x A HU: Slfea�lhrd 6r RLIIflB at ] a4i1, Rulin clrai� hp CxlnS. � � h � / tads �7Cd 1)71n§lruulssjµ4bomdcalgmdfwttcda3sducS4lQpslhottmnCllGidlive loodplusdegdkwds 2)Thiows.hmbundnipcd*r&cetdncucdvru k3.[ ina=rdafceveithASCO-10withthefo➢uxin5v�definedifgsut; I10mph(FeotoeedX C, Erfkmc, GabWFEp.Riak Category k 0.xxABldg DirnR 25 ft 9 60 fl, h = I S h, End �eTAMS. Both eod webs considamd• DM= I W 3) Milutmun dotage Mac ]coding has bear.70,,d in acealtldar=vrith IBC I NTi-1 4)A 250 ibs mcvringj5prinkksrpwrt bad ho been Wtied to the BC oonanex vwifh atlrrdcad +live loads, Load Case D I : Std dead Lmd D atirodIM& Mc:nbrr Lot Loaf Lociiw2 [hatxlitln b.R:xi Sw wad Fixil i TribWldth Rot 0 0 17-442 b'wn 11ra 5 Aar 5 Lnr 4 in Mdp.mlwr Fflrrev 1iG 4.rl ray, 5d..1. rn .—t.Y — ,..;.I a.. s,a..... c_.,fa;lc...,, R,,.,.,.,o. E2A*--% o 1.4..._ . a. L—ILML ...k._ Ti7 1.2 n grit -3,752 u. 34 OAM -314 L Ihs 2-3 alas -1 sas Ilx 45 0.11A 4 :5 U 57 ;: -5i i,n w nx BC r1 1-76Ihl ILA 14.7 374IM 3-8 0.043 -in]. 2A MY.7 43011s 4; 4A-04 2310" 54 star-17.33Pos 29 0174 -4%lbg 4.L13 -I.W L17; Nu&s 11 Unless noted otllenvis� donor all oe ahtr art%' Truss monhrrnr plate unthout prim epp��oval tiau a [iufrxsiu�lF�inea 2)Tha fdTric3finn tcAmuwe for this rooftnusis23%(Cy=02D)- 3} Frangers atalof S-oi-1 ettagAagiatt otdy, Itr W hangar per ma>KkF=uters teaomn&cmdEnom 4}l3andlo adbqu�edrairogeiv ponvrnt pcA uiir� S1$l�a bar+can +dlald with �praved she�iung arpurhvs p� Hraotng 9tmung}', b) A QeV faunr of I has been applied for Iha Mu w*.Gis- 7) Listed wind upkEcK iom bead on MWFRS Oa loading, NS.PFSL90@15F1rERIG�11JCi1�,4t"d>C1t"��r�xa'-nne:pt}�4[.LINGANYIill.4SS&kSF77t4�^I'ilOS7Rl.e�SI7k�I(ivI)R,qhN[4Ci,4REl[�iSTRUCIFI]TC1RQ-II�70ALL I i�Bedlfi�TR�sSa�Lw.mev5,�3d CFTHED157M 'I1 ,LlMrWOMANi)( uin1{mI(mSkitREHIN7H3FAczrEI.IFTALFRom)L1 mDESIGN?ammiZ:I mrmIRISDmchMID A3fau.am81•RMFAURIFCNRE4tYYrDFSXKW!I)(WYV4 EN FA rMETALCQWET RSAREIMM fa�CMetalProdsCts OMF.GAtEQUPMENl• PERFGRMANCCF. ENGINEERING Truss: NE 1101 MONTALVO WAY, SIE 4 JfAN t O: Wallace PALM SPRINGS. CA. 92262 Datel.�#VK19 14 ,W,,3) 76i}42 -9479 nw-. 1 of 1 SPAN PHCH QTY OIL OHR CAM L CAN R YI YS SPSAC7NC. WOMPLY 174-12 0.25112 1 1-1-9 0.38 1 24in 91 lbG 1134-12 L1-1-8 4-6-4 464 _ I d-6-d � 31p•0 pt�p 1.1•$ ' 5-7-12 10-2 0 14-8-4 18•6.4 TT ., 1flN1 o - 0-2 12 mvo- A, a - A. 0'1- 24%1 ' All plans #wkwn t6bc, Eagle 20 ul&m a ferwise noted Lmd; T(psfl General 71CLL: 2 Bldg Coda: CBC201(V "Ir-m: 21 7Fi 1.2014 BCLL: 0 PAPmbr; 714a BCDL: 10 LudJlf, aoL - 115 % 0.0.0 firs d(j4 3104 9 0 $ I3 2 17-4-12 CS1 De.111•-0ion IJ (Ioc) Allowed W,-. 051(1-2) RxtTi- (.16in L{617 (B9) L1240 BC: 0.54(") ►+at L1.: 0.l i in L {999 (8-9) Lf 360 Vft: 0.70(1-9) Rw..Tl: O.Ltlin 6 Readim ]T UrgOcumba E Ylidlh RqdBr&WdLh Max Rat h4bxCaerlJ Ift Maur Rirxl fl Max Up60 bk5ac! brie :1 t 1S>fl — t,158b 6793& 6 1 15 ilk — 1 T551bs Mmuriw Rmftmg TC: DFLSS2x4excgx: TC: SkoltedcwRA at3-2-0.FurlirrdmignbyC11trrs. DI-LSS 2x t1: 11-2 BC: D LSS Zx d BC: 51teadied aFodm at I0 GG Plu$ndesiinby Ctkm VtWDFLP2Zx4 l}This Cross has beXli desi�tled 6rtr 11tt weds duc to l0 pcF bartom cixtd five bad plus � ]czd�_ 4 ' 2) This Hass hm been designed for 111E td5cts niwipd loader in emwdw=w1Lh A5'= - 10 with the Iol�,Mng user defined i npttt: I to mph (Fatx kM). Expusme C.EmkteatCat*Jl ip,RiskCgegxyILOvalB11$[Dims25itx60R,h—ISIt. End iorteTruss, Beth end web& oocmidmnJ,DOL=1.60 3)MLwmomstut3g 4wLeft hasbeenapphadiinaxudmwewithIBC16 7.1 4)A 2501% rmwif4rfdptl tkky point kai hem b= appEcd to the BC conatnan with ulhmdmd + Bw kWa- Lcad Case[)] t Sid Dead Load rx&bwcd 1 Awl, NlmtN lnratLonl Ln dim2 Rnniqla *rai SramLoad 131dLmd Tdb►&dth B(A 0-m I74-11 Down P1vj 5psf Spsf 24in MendmTFooces T"tne-•._....to—CTd--i.J"—r--k-,rasrm„-s..,.--Wr..raf%4A.. - H..Wr ° ESS, CO w Ala. C72517 +� � TC 1? 0.53n .%93611.. 34 a.3dd 3,G861b: R_4 WIQ .3mi is s 5 a.215 ,5 11te BC 3-i �3711 3161� yn 05-14 3.G1d Ifni I-9 I7at RIN t N so (L I Iy -1110 3K 2.4 D074 r_3the 0.7 DIm 76alt5 m O.G% _318113s 5-7 0WA :3%l1ix Notes 1) U11m5 r oud 3bvm!^ der not = araker any awg mdnhearpktc wi thrntt pilot appmval iiom almo5essional F1 &x= 2) The Fab2itetion lokaffit¢ farthts tvofttuss is 21)%(G4 = OM). 3) fiffigm ate for Pctp d al mm!prcmiva wdy.1 4hangas per manufac umt mmnuna dd iom. 4) f rA idc&tquW dmi kage to PMMIL P""dinb. $)lDracxbw[[pmdyadwithgpmvadshwlhiagurpmi mperBaringSummmy 6)A Mop Hof LCO hM hoof applA Lm th s Muss analysis. 7)ListedWind upliftMctiomberms!unNTMRSCht rWiing. w Pf31S0[f6if�P1C}Q111C4HAHDL t CURB'IIAY'C1tQ1i�ANY'IRLE $$R°SiDC.l"'lln$7RL& LkASUWLAbVWiNUAPEItM1rTM7ORff1RMALL Cagic I rnx$uBc TrussSvf[wa[evSd33D r 1IlEL'SIitL1C174t f�r4C�7Q$PNDQ[1Na1C14i0NiS1sI1 iJHW'1HEYJd3Ffv1FC4[.1'RQf1LfCIS[Ti51CJ�f�t71L'SISSLQ 'VSIHI}II5BFS1CdikM) hlsralRO&Cts ALAI AEUFM4E-UPLWMST.f]�.WWWMCMY►VHWFAGIEME04LWla=ARELSM OMEGAEQU PMENr PERFORMANCE ENONEERI G •I'rtlss; N3 1301 MOiVT-AI VO WAY, 5 4 JcbNam=wailacc PALM SPRINUS, Ck 92262 Date, MAW 14:34t46 76G411-9479 Page; 1od 1 SPAY PlIICH QTY OHL OHR CANTL CANTR PLYS SPACING WGTIPLY 174-12 025/12 1 1-14 43-8 040 04)10 1 ?A In 90ihs 6 10.0 �� 11 B•1414 iP-8-4 1$-6.4 m r~ T J- n v LT rDz10 • 0.25 12 0 1Na- Ev . 6V10 24-1 74, o-a o 1-o-o 5.9-6 5-9� 5•tQ•Q �•�•4 11 6-12 17-4-12 AIL plates shown tube Eagle 21) enless olhenvne Med Laaft (lml) I General ( i Deflection u puts) Aluwed TL : 2i} BldgCodc: CBC201W TC: 0-i9(12) WTL: 043in L}511 (6-7) L/240 TL:DL' 2l TR1-2014 BC: 0.61(6-7) VatLL OA3in L/999 (6-7) Li3b0 BCLL: Q RepMhr: Nn )NMt 0.75(17) Horr.11: 4.01in 5 BCC: 10 LumbrrD.OL. t15% lJeactiorl I'i BtrCcmist ftfto R S41dth T4'LEr6i&d MmrC,tra•Llpbft MaxV4SttdLlptift 1rlaxUlA$ 'deocFiorit 03144SSa+ 9 1 Min -- 1,1581ht M R;!x O H 5 1 r S i n - 12551bs Abbrial ,. AZ Tom: DEL SS 2 x 4 nmEpL TC= Shet¢hed or Flnhns at 3 1 �,1?zUindesr �tD} O[haa. � 'r No. C72517 N D1LS9 2x s: 9-2 HC: f3H_SS2x4 BC: Slrua]wdLwPkrJinsztlO-O-(F lindes-sgihyOlhers- Hb- DFL #2 2 x 4 L.aads � r}Thtstruss 1m bmt rli3igscd for t1x etfeds due la 14 paf bottoms c]tord live Inerl phis dead loads, fV1!- 2)Tbs:trusshasbmtdssipxdrorthe eTwsofuindbad&inammd=withAXV-10viththe fi)Wving user defined input_ I10mph (Fbaored}, C. Gxk" G&IrlFFip. Risk Cat gray D, Overall B Idg Dims 25 ti x 60 ft, h = 15 fk, Fmd 7xmeTnuz, Both end uehs oorKideed- Do Lm 140 3) Mittinnvn storage attic kyadiq lr4 bem applied in axatdanse Nfth 1BC 1607d 4) A 250 bs tnovingNmNtla point bid has bun giEdcd to the 11C: omament with other deed + hvr kwkts- Load Cast D E 5td Dcad Load 11W bu:cdLma& M"hQ L.aationI Lncaticm2 Duwim Spjead &anLmd End LOW Tribl6idth Rot (WI-0 174-12 Down Proj 5 psf $psr 24 in Me11ti1erFarces 'Mewentm rrkff[D CR�—n,— 7C t 2 o 4 30M 16 34 A518 -3-N3 ms 2,1 MY" 31, 5 +n tt eh• Ir b7 Tab L -T 9.(,; 3,Wn ft. D. R31% 780It■ 2.7 am 5441bs 3 d 40a 14N 16, �5 0 127 -t,12 t ow Notes 1}U*mm#adathmvv,dotrotcut oralteranytrussmbnhrrnrplatewithrn:t[rriorappttn^alt mtPkfmonalFlVft= 2}1)m fabacaum tnkr&mtfray this red uuss is 2i}%(Cq=I}20) 3}Ebngersatefar p2phLcslirkwprcmvrLa*.kuAhatgsrsper numiaautelsner mmendmirm. 41 nimdc adogteete drainW to pm as punting_ 5)Rna boiwmaimo wishappmvedxrxsatbingurpuffmper Bracing Surnmay, 6)A aaap 2aaF 4f 1M he& bam apjAcd for th[s tr usg ai*sis- 7}Listed eVlOdUphfl3eaa-'dorL4bwedon MWF1R$Only Inading, ALLPER-RaNFABRICATBr4HkNDQU1.,, RB7[4ROflRM1ALL1tZ NYlkMflASFDLKNTHSTR1155[7UIQ%i1RAWEA AHEM-1RUelII]MT?FFF31TDt L I TuwBuik Tntn&ftwatevI&G 10 OE'7f£II�S7IilIL'IS4t+S.LIIrifii4Tl0[�.MtaQ[]P�L>IRCIUIOI*�$CTF�DIGI1SI14TI�L'J1[;�[�Iri4PRC10LX'ICI]L�ICiiViVCJ1ES155[IE�VA7f11�DSL�.51id•lAlla Ea�rMctalFr[x�cis A%I%MenrFFR�M3rAaZLPCKRECMIE LAWN�AUDCt,LYW FiNFAaF141F X,CCN,B-'7I]R3ARELLSM. GMEGAEQUIPMENI'PERFURMANCYENGINEERING ' I' fruss; N4-C' 1301MONTALVOWA1;5y'TE4 l Vamr:wallaoe PALM SPRINGS, CyL ry1 BIW: O W19 [4.34S2 760-423-9479 Page; 7 0f2 SHIN PRC}1 QTY OHL OHR CANTL CANT P FIYS SPACING WGTM-Y 174-12 0.25 f 12 1 1.1-9 0-3-$ 0.0-0 040 2 ] 3 in 1U} i6B _ ,h-9 1! 5.2.8 5-2-8 3.5.14 s 5 la f 3;6 6-4-0 —� 11-$ 9 15-0-6 19 &�j M T I 11 18z116 - fl_25 1� 1 flx14 4 5 4 8 612 O 1 L 04-GT N6•GT M6-C,T N7A-GT { rr2-B A11 Ply s xmnto be Hake 24utless odje w4 m rrmmL LDmft W General L I Ca aJIArxis(lat) BldgCUdV: CBC201d1' T1C. DAI(1-2) ICl1.; 20 '1Pit-2014 13C U.45(") WDL: 21 Re Nft; No Vim; 069(1-9} ROLL: 0 LumbarD. .I ., : 115 % BCDL= 10 Reacliidri 5.2•$ 16.541 3-5-14 13-10-14 MnTL- 032in LiW (E-9) )kd IL. 0.11 in L141 (9-9) HMZTL. 0,41 in 16 0-0-Q 17-4-12 AND wed L,' 240 Dw 1T BFSCnmbn []FgW&h Rqd3rgVAdh MaaRr�L-[ Max[kw R Mm )MndUVP R Nj2x ljpbft m2xHoriz 1 L 1 15in — 1,71916s •29fts 6 ] ]Sin — 1 ?0G112s Nfa11Erd1( Bracing TC: DFLM 2 x 4 ext TO 5heffihed;xRrtinsattrW PuAndesignbyOthm. 1-+L 55 2 x 8: I1.2 BC; DFLSS2x6 RCr 9lswwdorlltnsat10-04Pudinde2igihy(kiln. Va: DIFL *2 2 x 4 Loads 1)7iustruss has 6nmdmigrindfwtixc mudacto10psfbatmendwidlivephisdidkmxk. f 2)ThisHusshasbeer;deliViedfontheef(mbofvrindWdsint+ewrdm wrthA5CE?-10withthe followingavrdcFenariinput:I10rnph(wtoeedkE� C, FjAft i, (UbW -lip„ Risk Calegcuy 14 Ch+ft Il Bldg Duns 25 d x 60 ft, h = 15 h, Ead ZcwThw, Soth end webs w tip em DDL-- 160 3) lyjjn�mnm stqua� att1C 1ot+dnlg hA6 been applied ih acootdanrewith 1BC 1607-1 4)A M N ntovm&hpnnklcpnint load has heel *plied Lathe RC =uffetlt with ciherdead+1ivrkw,1%. Load Case D 1: Std Dcad Lo&d Lid Ltu& Member 1A-'gtion2 Dimalan 1 5la Lomd End LQEd TribV th Bot 6J3-0 1741, D—M Pmj 5 plf 5 py .Nku ber Farces ]kk dd aelra itilort & m eft� M � s d bir. hrm mnpr bw-fcMR=a firm ffm x" kKre Udyk— Fw-wdm Xntm nc rtorn in tlts oble TV 1-2 U11 3,513km I34 0.292-327L16, 7-3 4315 14.5 Q159-1.17*IM I Zak ow -32i & w a312 035 Lbe JA56 U -t# 0511 1.6111 Ix �179 mr V, dam �iltK 'I1 ws t4 Druss Cu1111CG6m S111wnary mod TM CWW%gclip,id t&yias C%d ?S BC Stlal N5 Cr-1 0C 4JL- S N7A-Gr BC 1411$ Notes 1) U,dess hotel otluiwisq dun❑l cvt or ales arty Yrtus nwnberor plate vATImK plies apprun id fauna a Pkukmign31Engirxxs 2j 7hc fabricedoat ta]eranc�e for this road`tmss is 20 96 iC9 = 4 3)HmgcrgEmfi?rgraphiodmMcpTMMion only. IrLsla,lhangerspernFmLd- hwtx1sTuxrvnrndaei0m. 4) Peawide xkqusde dr4iiLw wporwmn Fw+d+o6. 5)Bmmbu mrtdloldmithgmruw!dsbeaN"orpurlmplsBradng5ommmr}. ��i4rt�51�, J 0�`�9 No. C72517 v[t sor rrsa[r�u1N0.HACd�dAASERBt'IINCOau IrlUrr�vrSxLSsa�SED4FCPrTF�5TkC5S1 S1(�vtxe+witvua usr[:L�crFn[ It> atT�aaL I TxwJDwMTnthSoftwmev5.6330 CFTHEII,1S-MU nCM. LMfD4I WA DQ! 1r JHCAIIC KS StUkq 1H1N'1H3EAMEMELN.PRODUCTS DESlCd'1I{QIIiS ISSUD WITH INS UUMBAM.) E g]� MCLAIP[C r[tfi AVIiL.SI31EF1iCM F1VLs7J; � iPiEti REQ(.fSi L&�L�IN�fSLm ph71` VJ�>E7'1 t++�LV.l7C!'UMi�:lUliti ,41iE IbFS7. OMEGAEQUIPMENTPERFOKMANCE:ENGINEERING Truss: N4-GT 1301 MONPALVO WAY, 5`TP 4 1a6Namc:walIWC PALM SPRINGS, CA 9226Z Date: MW19 14.34:52 760-423-9479 1 - 2 of 2 SPAN PITCH QTY OHL OHR CdU%TrL CANTR PLYS SPACING W(fWILY 17412 0 25 f l2 1 1-1-& 0 3 8 00-0 01M 2 13 lto 102lbs r) l ha 1OrM StKf%n Wf rply ale pe pry and ttto Ipaiara ate [afall pbes,'!wv idalficaltrusses shaIl be Euik and rfolbwq, 164 Nails or Guni�[ttri[x.13S' jfL 1mw@12Lam BC-2si,€gtUln>Wa@l2invc,vtbs-imwgi2inac. PluvidBd [hehalger oonnMitwts do not ;rkgv,4dy tcansttr&e applied 6ad to all pies' in addituin to txmrn tws shnum *uye, attach each p&4girder plies with Huppknxwai1fdNiuI orC1wNuik[mio.i3Sk31aefollowsv&hin24"ofthelu,At mshow: $C; 5-11 0)C-0tuteaora BC: 9-5-843)Connod ris BC: 10-A-"4]Comw% m% COnD%=9MdD0t Mr=h oao[hrapnier*=RWtrasortruas-4.a- ssCWEWotainsrar3�c244id52eN)SCrtheO&uLcusruanufa<%= F=RL0Itrl&u WM. S) Vuh m eppW kads=on a[tc side ofgitd%do not Ap Uuda dwing gi I113 oorniedw instalheirn, instal "k1 w,rs on tl�e girder side wt�se wgpuQtnl lua h en::,qed.Wim3ppliedb2deapronbrwhe3tinofgjrt1ec6wb1tthesp&inga,du t:JIulfndtlruxmm--iuy thatfipangLrduto iwall the a[herbalFaFlhe m uKdon rm the opposite side (at doubt thaouutaxor apaang). COnMOtots on crpp; site sidat of the gin3cr shell hrt Jigd, %tEerd bracing shd be Mwhcd to cwh ply. 10) AN fmkxm nidunurn 2-1{2"long, w ku otha Ase rxwd. l 1) Nails is 1st and 2red ply shell bt reh�d fmm mx=uivepNn by U2 the nail 4mdlig. 12)listedwindupliftxe=cmbascdanM1IWFRSOlt loading. 4[i� n6 as>xaG IItCcHIriDeWsFRErCI1N3CRE�6�sIlIIJ3aNS(QtLLS56ASEb[x+�a 5[lxtssoes[proRAwA�GAREII�6IRCk'fE TOR[iTdrfOnl[ TRrUdldMTFtMSathvvev5-6330 iF1i1E1NSIR[1=CbS,LIM[L4II�+ AND QUALIFICAnom SMR3UHINTiicE-v E;,�1RiCQLA ES MU1 1WC31f5MLEDMW7}II517OliaWAM? Fag]cNkud Drincis iLNLAB[EiRCMEAGEI."RB42rei "ur uU14.Yiid$'(EAcLEmEDhI.flpwrAL4ARF.U5m OMEGAEQUIPMF.NI'PERFORMANCE ENGINEERING Trews. NS�T 1301 MONTALVO WAY, M 4 JebNamle.wallace PALM SHUNf34, C.A, 9226Z Dam: O 6%19 14-3kV 760-421-9479 Nw. Iad2 SPAN PITCH QTY OHL OHR CANT CANTR PLYS SPACING Wm/PLY .54" 4{12 1 0-" 0-M Q-0-0 0-M 2 ISin 2911% 5.8.8 5 Ji-B 5 &B • 2,�4I T71 1 2A 1 3114. N5B N5A U-U-0 AllplamshownCabeEagle 2t1urJeLun ttmitndtd [ oadhtg (ps(} General CSI C rri�ioada[pe#7 Bldg Code. MC201Cd TC= G-M(I-21 TCLL: 20 1 TPI1-2414 BC: D.14(3-4) TCDL: 21 Reph ta': NIC web: O.02(14) BULL: 0 Lumtu Lia.L - 115 % U-6-0 5-8 9 5-S-8 Mil Cbm U (kw) MxtTL: 0.03in L1499 (3-4) MvL ; OAliaLP L1999 (3-4) RbY7 TL O in 3 Reaction TC h BM1�idlh RgdBrgWdlh Ph%Re_r1 NTIMDs U"R MaxliiridLTp5ft Max[ ft hle aMZ 4 T 1_ 1 — 447 ms A bs 3 1 1-5 in — 443 hs IIl Aerial 7(` DFL#1 2 x A BC. DFLSS2x5 W-,b: QF,#2 2x 4 Rracng Tkl� Shw hw or Ruins A 6-3-0, Pedro dMign by Othrts. BC: 9s�hni nr i�u#ns al U_t-[l1}, llutin desi�vhy Odess- L W& [) This buss his b= designed for she 4T&as duc to 10WbMDm chord ive bW pals dead ioads- 2) This noss teas here dmgmd tar 1heeffeas orwird loads in aoasaar, mvAtb ASM • la vim the folla"kg usm dcffiuxl input: 1 10 mph lry C,Eiwkwd,QbkffARiskCaegory11,4erdE1jgDims25Ftxb0St. h-15ft,End Z w'TruwBdhendwehscx iideedWt1.0 3) hfinirnum qnmW atiic kmding has been gplied is rux mmoe. wish 1BC 1607.1 4)A 3S0 Ias 1wvijWspdnlLl0r psdrn lead ha boat applied 10 the BC eon=WL with abfrdmd - hve roads. Lred Qw IH: SO DeadLnad 17isntbjbd Lwt yianrrff Locwtian l Lordi" lli &-owl wi i:msi Stan Load Fnd Lead 'IHbVQidth Sol 0-0-0 54-S Dawn Pio1 5 p 5 pif 1-1= L 136D Forces 76b1e i��: Aix ID, rnse [q[, a.� faor {„� nxs�r ae f der iunnsme ae e[ iuoxi onlyfeAes ym s r Il a xx►� ■e v.n n Ibis t RuLsg to 7kt18S GO11wctim S[wunsry GKd Tsui 2m axd Qwold NAB ix: 14;2 MA BC 3-%Z I.I.T 1)Unless notedollwrM&"du1rutcut❑ AM any trussmnnberQTpblewithoutplotappnwelfnxllaPnsfmsiLmdEngiT= 2)ThcP,rmkkoaIoWmr&efarthisro dtn=is20%(Cq=O.M). 3)Hw4PSAtforgniptu®linftgRatffiinn".Installhatmptrrn&ii7Yfk1un&snxu IukKu. 4) a —de adeq—drumge-ptrt —po ft. 5) Biaoc 6ntatn dtad with approved slmllhing ix pucim pr7Bnv ing Siunrnmy, 6)A tamp BMaraf 1,00 has tiom opptied fay this truss w*sis. 03104 FESSI OA.M�� ze W No. C72517 r m ty— cry 5J ALL PER%CMHN9RW-4PJUHA a.F]kCL'Jm ape,�1L1INGAWMLMSASFDLPONTFIS'R"c165MS" T(L413r➢'aGAM2-SIRUCJMY1UR6F1RT7AL.�Tn>°BuMTmuSofty. 5.6330 (FTERbMUCrla,ES,L1 Or ANDQLPLUrICJMOMSETF4)FMIDf7l1EDACM1,7LUALP2aotiLTr5CR5[(�vNC111SLS5i�tw17HTii<S[x�Ifid:atm I�aglehiet3lPtitex�cEs AWI11B1�1{EAI:TE tk[� lil�,�Llfsl . La�1c;fiJ vwL1n ar<a�r wllFrl R.4CZF..l+�C4i.� ARE Lt>� OMEGA EQUIPMEPTT PERFOR-MANCE ENGINEERING Truss: N5-GT 1301 MOM T AL VO WAX STE 4 IoMa[rr' walla= PAINT SPRLNGS, CA. 92M2 Ume! UVW19 1 :3447 760-4 3-9479 Page, 2of 2 SPAN PITCH QTY OHL O[IR CANTL CAN,rR PLYS $PACNG Way/PLY 5-" DA2 1 D-M MLO 0-0-0 040 2 1Rin 28ths :tanenaaorss avt IMM-MWMMPrPly MnureMtIaM@MIMMupxes_lvrsmid =22das Wva.Mptr. Nich uF Rm MbImin 135')c3] TC - 1 mw @ 12 iTLw—[]C -25L-ggUCd FOV6@1 12ill nc,VkbS-1FVW@12inac, 8) Wbm anted bads we onanc sideaf girdq da not itiP Odmdxdagjp RfwmnFka= instal m immal aimwters nn the gi Fdw sidc where supprased loads ae appkA Wbw apphai lnadz am m Moth sides ofgudtx dmble the sprang awl install half of she *xamc s oil the thcgitder to "Distal the Ode rhalf of side €� double thecann� nrspa3np�k C upcttys on opposite sides of the gitdershall he ram. 9) bred bracing sha➢be aaachad to dxh * 16}AI[ faugps minimum I-W" long. wtleas othemiwimm L I l} Nails in lot and 2ndp]y shad be cffM item suowmive plies by 12 the nail spacing. 12) Listed wiixt up[ifi rhxAtuns basrd an NWIFRS Only long. ALL RMSONG WkICArM AkIMLDIr ERWTM 7R lrS� ANY 1HU5S BANW OF NTM TRL5S MION VR,l6 AREDBI]ttx tI-D'IU IQt Irmo. TnteBW k*TtuZ &Aware v5 I0 0171IMNSMkMONS. LO-M)Yf ICMA'-D QCMETCATTULS SUFQMINIIEEAC E)&L LFRUIXrSCOI&rfNt TNL55Li>I7v4MTHIS CESICNANn laPle(VftWPtotbuts .1VN'LARLF-Rt MEAQEUPONRB7GZT,M[LNWIDCr&Ywi--f1 A<j NIEG4L.MWBC� 4REUSM OMEGA EQUIPMENT PERFORMANCE ENGMERING Tram; N5A 1301 MONTALVO WAY, CM 4 JobNamc:wallace PALM SPRINGS, CA 922 )2 Aare: QW19 14 34:40 76D423-4479 - 1,41 SPAN P1ral QT'Y OHL ORR CANPL CA NTk MYS 5PACNG W(37I 9-Y 3-3-0 025112 1 0-04) O p D 0-0-D 0-0�D 1 I S in 17lb5 3-3-U 2$T5 F12 4Yf • 211 n ds �l - al- 4-9-4 0-4-Q 5-9-0 14-0 All plates shownto be faZle X urdemotbetwise mted I.aaft w General LS[ ilefkctkm TJ (lac} TCLL: 20 B]dgCode: CWX]61 TC: 0.03(2-3) mm17-: fmi in LJm (4-5� Tcm: 21 TA 1-2014 RC: 0.16(4-5) VMTL: aOl in L/M 14-5} BOLL: 0 kTbE r: No Vkb ; 0.020-4) Hag TL: 0 in 4 RCI LI I IaunhMDJD -: I15`:£ ReadiGn 7T aC'umbo R, 1 R 3i3 i5idh M jr exi Mua-,rwL--AF11 Max ndapift MaxUaft Maxlbda 5 1. Sin — 20511m 41 0hoi 4 1 1-5in— 2061bs Material TC- CFI.#1 7 x 4 BC: EFL *1 2x 4 Nkb: DFL #2 2 x 4 Brach& TC ShmOWorPlainsa<6-3-0PuFhndmigabyCOas- EK S11e=thci0FPUAn5 k 104W, Run deaiga6y CLhua Ltlmh 1) Tt"truss has b=dmigaed far dneffnxs due to 10 psf bottom chard RvebW plus dead bads- 2] rIH9 ttuw has ban desrgnod lor9w Meets of wind loads in amvdw oc with AS(LP.7 -10 vnrh thefobowing us& defirx d input: 110 mA (resoled} C, F wIm4 C*Wp, Risk Csieg xy B, Overal BUg Dims 25 ft x 60 ik, h - 17 ft, FAdZom Truss, Both ad webs muidered. DDL- I M 3) Minimum storage. attic bading has horn aN hed in amxdmm Ath IBC 1607.1 4) A 7541bs mavir3&4pn 7klg puutt load has 6-� spAvd w the BC mocunwrt with odw drnd t fiveksds- LoadCwc Dh Std De-adLmd 1 LM& vianbu LomonI Lammn2 {-iumijoil swead RmLormi EMLaad Tnb;Mdth Bat fit?41 s--41 Down pmj pU ipgf Jhir• <4k" Allowed L1740 L1360 t,-3ru�+t , No- C7251 T i C`I .,,. .0. OF 601 Forces T�le;��h�rtQm,o,aEC xldr,,rfroxarm6ace4�aeaxffmmmsattoiorioruyhmp.ewexum&.stw.nirk ummr )Unkssnosedorhrrwiwdunutcur wajrrmytrussthe boreTpdtewithoutprior4TmwAinrmaprDfms DrralFngwo 2)The falriea orkwl'=efw(hiSrnnfmmu2i)°10-(tq=U•8U)• MHangmRefor graphicaliatfepFelatimudy_Jmbdhwnpmpamawf dutt¢slfemartmmdoliona- 4) Ru ndc adegtlarc drainage m pmwo panne 5)13rackhnttmund"withNTruvedstrfghirlgofpmIimpfx&r ngS4nrpary- 6)AQ-wpbaorof 1.00 bm barn oppbodtot•this truss mgyks. 7) Lasted wind upLft Kftam�un h&�cl fin 1ti4'`'l'Jit.SCrdy bedvrg ALL P RSCM EaffiUCAn C% HANDLDJa ERWludsC R 26-)11] LwG At4 MUMS 3ASM URN M49 TR ¢S DEWN pR,F VMUAREE UM 1CIuu'10RWPx'Jo ALL � Ttiue6uilO'1'rus Wtwam 5,6330 cFMEWMlaenors,l.Mraalct+sANDQUALMCAnOIIN4SerTQFURUTHE EAaE-NEIALVRQAJUfSDEMc�+flaUFMJ.s5tHswrtHTW[3Es1CNaLND 1y ll�oducss AV0ABLEPRCME<3EUr.aP3a-MTDBRUY%S CXLYWHRIEgL EMEDkI,a]rM�AREUED 0MLf-AEQUIP➢4iFNTPERFORMANCE ENGMERING TrwmsS N5B 1301 MONTALVO WAY, STE 4 fcbNamc:wallaoe PALM SPRINGS, CA. 92262 Dais: OC1i *19 14:34:4L 7 -9479 Fay:; l of 1 SPAN PITCH QTY ofa OHR CANTL CANTR PLYS SPACINU W(,-FPLY 3-m 025112 1 0-0-0 04M a0z 044 1 l S in 161bs 1 3 3-ff 33.4 21�4 1 n Li �F t I 0-0-0fl-4 9-3-0 All taxed L,rradtllg (PSO General C-9 Deflection U floe) A➢Owed TCLL: 20 Elk%Cade: CSC2DI4+ TC: 0.14(1-2) MzTL: Col in L!999 (3-4) I,12Ml TC`P, : 21 'M 1-2014 SC: D.16(3-4) %k! t 1J_ On] in L/999 (3-4) Lf 36D BCLI-:0 RxpMLv: No Mb: 4,03(2-3) H=n- Oin 3 BCDL: 10 Lumba DUDL.: 115 % Reaction M 109! I?go)f US I JT BTgCjombo SrgW h Ryd RFgWthb R� Cy MEamvUpP h N1121VAndLTAft lldmcUpSft ?jr1 1 W8 4 3 l 1-5 lit — 2L►S lbs d 3 '� Iclr>al Rr" m "C No. C72517 TC: DFL�l2x4 TC: SheuhmliwPtu#nsal6-3-0,RuiiodesignbyOthtr� SC: DE-01 2x 4 SC: 5'hmatu orPminsat Ip-p-p,MrLdmigabyOlbNL :1 #2Ix4 LAad1s ML 17 Ihis truss ttts hoes dzsi�ned for Ihediarta duc 10 ] 0 pRf bttttnrn dtrnd firc load pkts dead loads_ 2)Tldshusshmbemdesignedfuffieeffgasefwiudkm&inwmniwmvithASCR7-10vilhthe fokAnguserdEftaiinput: ]IDM[3hlFacxwai), C C,Erxb-1,(,e Wl-fip, Risk CAgclgILOvaalBldg Dims 25f<x6t]ft,hmI5ft,Firl7rneTturs,Bolhend webs carsirlaetl_DQL=1.60 3) I4Omnan srrTd�Fatl c km&V has beat oWkd in wwtdatc,e with]SC 1607-1 4)A 250 ms nwvinglapririlckrlxwtt ]nod D as heat apoed to the BU wncunmt with olha dead - hye kimds_ [nod C w Dl: Std Dead Gird DmtwdLm& Meffita LNiioa1 Ltwodm2 Dr inn Sum 9taitLoad FndL&m, Tlib4tidlh Bat 4-170 3-3-0 Dmm Ymj 5 psf 5 * 186 N'lemberForceslbbbudn®:Nbdan,nmCU�mawhmt+�ampr.lumifdUMMA kmrmEX91 omlOdybalprecUbiiwW—,J■nnlnosAk 3r Ykip Notes 1) Unless notal uibmmiyz, dv not cut aPallcr any nuns rnternlrr ar plste wilbmK prior gTmvtrl frm a Botminna117ngirrnet 2)Thefabncmml&62nnlFordusm-)ftruests'2 %.(('A=O.80). 3)iiaog meforgmOualitwcpwtmononlyInst3nha)g=pamrnuAmnum'stmummenlmoes. 4) Provide adniunte dta t>ilgc to peer eau pordeng. 5}Sn lfc+liun tomdwith tvvedthingarpudimpesBctringSammmy- 6)Aa4e twar of l .00 hm bow taffies ftuthts t M6 Baia. 7} Listad vAnd uplift 1l=iojis bwed orr NTWFRSOrdy krling. ALL f0S014SRMWICA UCAH4IS 1WAEREF.TMORWZSLA1J.MANYIR tSbBASPDLFMTL-II5TRLW1ERONDRNMCAREII'L`fIRUCI[3J'1S]RLJFfR'IUALL 7�ueBuLld�TtuSg 5(litwallrr vi.5330 CF Li�R$7RilCITC LiFffl4i1[Ts 4[m(�Lw iFr� SET 1 14HLY7Fi7FiV�EMELU 17tC1]UClS C�i[(3iT�1[7IFS ISSI L�7w17N7HI5 L iIt�IAT McWPrAKts annr %B ERCM F F LTCN RBWE'ST, L l(?f WM UN.Y WHM ARE U3M OMEGAEQUIPMENT PEKk O MANCE ENGINFERING Trust: N6-Gl' 1101 MONrDkLVO WAY, STE 4 dobNwm-wallace PALM SPRINGS, CA. 922262 Da w- 03 AW I O 14,-,�4,43 76)-423r9479 hge. I of 2 SPAN PITCH QTY OHL OHR CANTL CANT R PLYS SPACING WGTIPIY 5 8 U172 ] 0-0 0 U O�J 0I0-0 04)-0 2 1 S in I I IN 5�6 —i 2-2-8 2-2-8 3- 41f- 12 T u 2A I 4A. 2,11 N5B N5A R-L} t1 40-0 r 2 2 B 34-1) 2-H 5-" G All plates shown labs[ FAgle 20 rxdrss other Rise framed l.MiN (psi) General C'SI Reflection 1 I voc) ARuwcd Coon edLaeds qA6 Bldg Co& ' CBC.201 N 'IC:: 0.07 (2-3) 1r`at TL: OLOI in L J 994 (4'S) t ) 244 TC L : 20 TPl 1-2014 BC: 0.05 (4-5) Vm LL: 0 in UP L! 994 {¢S) L 1360 'P m; 21 Itupmff: No 116b: OA6(1-5) li=TL 0In 4- BOLL: 11 LunhQDOL.: 115 `LC BCDL- ii} Rf!actinn IT BigCouka Li Wdlh Rqd B 141d[b ILK Run MwG avLoft Mex)M dT]pbfL Max Up1$ MAX Hb ix 6 1 I5in —447 bs 40lbs 4 1 15 ie — 443 hs Materm T1C_ rfL#1 2x 4 BC: DFL % 2 x b ►vim; D L.#2 2 x 4 grwing TC: 5hnthed ar Purins aL 6-3-0, Pudn dmign by OLhn, BC: Sbu&fe ctr Runs M IO, -0, RuHn sign by (lhen. ljua& 1) Tim um hm beat dmixwd far a ccff=s due to lb psf bottom Cmi five load P1,.5 dmd kwh- 2)This lru3 hmhauldm pedforLhecharts*Fwindkm&inaomrtCmicewthP4=-Idvntlithefu&+wingusadeGnodinput: 116rrkCfloaomdj C. Ercksed� Civb14'1RP. RisIcCategrxy E. C*mABHg Dims 25 ft Y. 60 fF, h = 15 fl, End ZAneTmm Bub end wchc tL5idenl- TxX-- l alit 3)M oinwwsromgeAtticbalinghasbeersappliedinwoonhm< with IHC 1607_1 4)A250losmrw6WspdnkIcrpQiark dheBboatg*edlotheBCoxMaWewithorherdmd+hveloaf, Lmd Case Dl: Sid DeadLoad Dkibund Lot 41Gnb-m: LomimI LowL6 r2 Duectiur, 5 grad SWLoad LutdLAad TribNidth Bor 0-^ 54W DQ+m lint 5 pr 4 pfF F0rces TLtkt M-balb, nm CL% mwk;Kd km Orm OwFPL Mulldffom Wn ffEk srmLimelWlyb Ain--zMnKUMRdn»niAhsUbh Russ to TE18.s Connection Swnmary CmdTm�. c.om, N3B dC ILL] bm BC 3-¢L2 Ngtes 1)'Unkssnatalnthemsc,d)not4zutoralterairypussnnanhrrwpWt:withoutpriorq*Aw@jrr maFlofrssionalmko[= 2) The 5t6Lioaiort rQlL MM for this rnaf taus is 20 % Cq = 0.99- 3) Hxkgm 2m fcf Mphitd irltn}kinn only. [r>stall hmgM px GLWAFKtri rb%JeWraMffdaLjxa. 4) Fmvide adey a drainage to ptromr. p mEng- 5) Brax bottom chid with awed Shedhia� OF plains per Baring Summary. OA Q=p fa*NQF 100 hm beat applied for this truss walysis. T 1 ALLPFRS(VISBaB>x[r_AMr HANIDT U EWIM CRIDZTALiIr k%WTRM BasEDL?CR% 7HS T1i= DB9C MtVHgrJARL 1M-rRULJEDTURffM TOAll- I T—E-laTnas Sat. 3.um CFIH6WMUC'nalg,LLN9MCMANDQUALTFcAnowSET FORM] IN71ICisLC.LEVL�PRt1o=, DFS[CfiMX'FSMSUEDvwrn171ISitLS1C MD AV"LEFRCiri BAUZ LPDN RBA) L LNIL3M VUB U n WHEN 13A[ T MFrAl.Cf)MB7KW ARE LEM 1 dglt Mew Pioducrs OMEGA EQUIPMENT PERFORMANCE ENGINEERING Tnlss: N&M 1301 MfJN`ALVO WAS STE 4 Io13NaJTe:vrAlla4-x PALM SPR -NC.S, CA 92262 bete: ff^19 14:3448 760-423,4479 PAM 2of 2 SPAN MUCH QTY OHL OHR CANT], CANTR PLYS SPACING WTJPLY 54-x 0112 1 0-" 0-0-0 0" 0-0-0 2 1$fn 31IN 71 mu¢o-pty wsa ae pX pry &IU Llle MMJOass ae tar all pines_ 14►n taltLLiC91 trusSpF shall be 1nnT;¢fd StedFad as i rlbws per ply_ 16d NzdIsarQmNdbjofi[t13Sk3J7C'•1row@12uto4BC-2s[ rows 12innc,Vkbs-1mw@12inyc, S)V43maMedbgdsaemmomside afgiFdmdanuflip OdRdunngnnthe pniffside whwsuppuiedb&ds ats. plicd.y41rcnWptn1ln UamccbothsidesoiginL3;duubleLIEspaingawlinstallhauordwommaYaso,�u<�shkuf�uE��ndthrn$pthegitdafo wmddltheoffvch&ofdxoxmR agosanthe%pmteside1&doublefhe=lnmdnrspm±ig) Catufrcmonoppositesidesofthegitdershallheof sd. 9} [.ateral4racing shoD be aradted to tach * lOj.4Il fasta,4a minirrn�m 2-1l1"bng, unlras otle�v�isciwr� 11)1�bb in 1 u and 2ndply shall be ofCsa firm staeessive plies by V2 the nail spacing, 12) Listed wind uplift duns bRgnJ on NMMS fly kmdmg. ALLPF LSOSMSRWAMMirHAM1, ,M;BM N"OF LWDU LN09MYlRLt,',BAStDI��NTHSTRLMLESICNfjthw V..d Hb-lRLCflMM1RFFMMAU- Tmadld�Tt115s&dwefev5J&i3Q OFn.zL . aLk"Ctrs.UNCInaKMMIDWM-UtcMHWSSETPl M]IN-flEUaEWIM.MM=rx-MriMMISSUD%MMaSOF I&WO E�[g hlelalPood<rts AlAILAHLEFRQM VF aEMZKRW-lEST.MILiVV4Ll a&YWHINFACdF.hIMM-ppi491 7"SAMUKED OMECrAF.QUIPMFNF PERFORMANCE ENGINEERING TnI.x NTA 1' 1301 M[NVTAL VO WAY, STE 4 JobHatne:waEace PALM SPRINGS, CA.92262 Duct; 0VW19 14-34-53 76D 411-9'E79 RIX. 1 of 2 SPAN PLTCH QTY OHL QHR CANTL CANT PLYS SPAUNG 1�CTIP[Y 174-12 0.25112 l 1-1-8 0-M 040 w 2 2325 in 1001bs 0 r~ TT 1 a�12 A ,7 d•3-isl 4-1-12 CI E 9-10-12 14 2 8 1$-6 4 1 £x1;, r 7�4 1 51 - 512 zx$ � 73 - 6A - 'g - 2>'41 NA-3T N5-GT ME-GT N7A-43T 9-ll 9 �p a-sg 8 9 4 13-1-a 17-4-12 All plates shrswn tote rsagle 2D triless otherwise Hated. l,nadirW (pst) General C5I Deflection L} (1a,1 All vd CamcdLoads(o MgCode: CBC20lfV TC: "9(12) WTI: 0.4io LJ550 ($SK} Lim TC'-LL: 21) TPI 1.2014 BC: 0-% (S-9} MZ Li-- U,13 in L J 999 0J¢j Li 3G0 TCGL: 2 t Rep Mbr : No Wl'b : CL77 (1-9) [ kxr. TI: 0 m G BOLL- 0 LrwnhxD,QL•; 115% BL'DL. io ReactionQf S 1 1T Bn Cotlltxw B,Wdl'r. Rc IIrglAidrh MaKRrs , MaxGmUplift MaxVlindllri8 iwTaxi:phh MaxHarix 11 1 1 S in — 2,146 bs -50 bs i d 1 15in NWerlal Bracing w No. C72617 N M TC: D11SS 2x 4 except: 7C, 9"herdorRurh I5-9-0,PUafindesign by Otbere. DID, M 3 x g: I1-2 BC- D13.S5 2 x 6 BC: 9m2dWwHu5ns z 10-04 Ru16n design byOdm. WNx DFL M2 2 x 4 Cl Loa& 1) This truss hasbastdesignedfortheetcdueto10psfbutomchord liwebadIslasdead � OF CAA 2) This truss has been designed forthe nffimts: of wrnd bads in Dwoniam WIthASC67- 10 with the fokmng wy defined kn Mt: I I pmph aidore dy, FApwue C, ) ndas4 UnbWHp, Risk Category k OvtxO Bldg Dims 251E x M R, h = 15 E, 7TO Zane Truss, Both end weirs waslx4•, . DOL1 1,60 3j Minimum staaF vig badirsg Ins beau appied in a mdanoe wirh IBC 1607-1 4)A 2M bs ffmir%imp irkkkz pmrkt kx d has boom spp6ed to the BC. LluKur" wnlh adkT dn1 +live kw;t - Load Case Di: Sod DeadLoad laid Lreds Member LortionI 1xbtiM2 Diiwion S=Load EadLaad Tribwddt Sat 0-0-0 17A-12 rkwn Ptnj 5pif 5pl 1 kniber Forces -ram 6dmm3vaFbaEX— 2��W bei;,nTw amp rmmiFdffmm dummumbmlNlYkz�pnmwam �%1—mmt�qW TV Is Li3,1 ui b, �M 71 4,4401 a �23 U Wd- JIV G.77t 4U13IfR -lG3 n•+F #;$ T 7372ke 1-HA QIt 2 I.Do 20 Jf m-375161 7 " 1 b97 tb,s I 0100 52i Ibb 042 N4 i7 034i 3,09A t: t.�s os, Russ t4 Tk11$5 CblvteeBrm SwTffnerp C.,47 ar t CbMI affwwCH&I NAGr Br' 4-SH N5Gr BC 541A NSjGl BC 96-8 NIAGr 1rC 14114 Nras yUnkssnotaiotherwiseldurx,ttailerr&mmybussrnanbQorplate wishouL0orapproralfcmiaPr vexialEnonux 2}ThefabricationtakFwwforLhiismoftrws is 20 %(Cq=(M4 3) Hwgen M for grmhiNl inbgwetE1 inn only kW all hangers per manttftrhtn'x jm moara�EtiorL,- 4) Pxwide adequate dramge taPira pDncQng• 5y Bmm bottom dwnd with appf]vaJ shtoflung err purl m per Bnong Summary. ALLP'J�SC�Ti1SRIC11➢1r'#C`ti11At�.11'F�a�r��'nt,►r:�tnrCrerrtvGA�n'-[RL�Se��IDLFO[Y'II�S1TeLSSI�sl�vl7x.�4IIvc;w2l;IIo'IR[aC'[ID'R7RFPFR7OAIL uil�TtassSsaftwarev5�5330 0FnE .TRUCf1Ct .UMrA'91CMAMQ[ AUnCiJj0 ESL?11� BE WEIN�IEACLFWINTRU7[_k'41�[CNNG7i3SMUMWMMaS=NmD Ed hlrialPiadrei5 AWLAM Mr-MF•A iFEt 3'WREgLE',TUMMMMII](M'FWHF E4aEWTAL MAqrVWSARELSM I ';'nte8 OMEGAEQU [PME,N T PERFORMANCE ENGINEEIW G Truss; N7—GT 1301 MONTALVO WAY, STE 4 khNafm, wallace P'.LM S+�P�yL10RQ�'.lGS�y,CA. { DEme; (W)V19 14:34:54 1-427-4n Page; 2d2 SPAN Ffrl,-H MY OHL OHR CANTL CANTR I'LYS SPACING viurmP y 17412 00112 1 1-1$ 438 040 O-W 2 VZin 191311M )i vlexv=snDatlmaImsmu" puss=petply mameHwWmaelrnaeplies_111+ataentrfialtrutsmshahteeNUand MAW as s.per ply, 16d NaikorUmNmb[min.l355t3]TC-1 raw�l2mntB[ -2si ssdtows I2rnx,1l bs-1row 12incx_ PmvAndthe tuv4gmoNmdxionsdo[lotndayuifttphansfirtheapphai'uxirna]plies:inai itiontooarrteimshownamc,a[raheuhpairofgiArrpieswith suppl�ntal 16d N,:k c� Owi Ctiaola[nun-135'k�1 as folov� within Z4' a� dreJortiti«r skr�rrc 13C; 5• I ] �,(3)Conrnector3 E['; �5��f3jC'or�ne�xors EC;10-11-6d4r-atnactois CaMUdassha Wta%"Am h❑nvthagj d p� Qamoqrr omm-wtrussomnmmsinac,oarda=uriththeNL3SwheoumedammnufwAh%!i tam unaidjtiom 8)1AhensMWbah arconsubssideofgkm dcrmtflipgird&diumggitderomwarinstAtminslallcomeubmuntheVdcsidewherergjxxiedkends aeApphatilhh WFp�loadsacnnhorhside%ofghder,doublediespwingwmliFuLLhal ufd-r daisonarsesideofgidermdthenlEptNe-order to insratheotherhalFthfthnaamiecuasunthecppraiteFide (at dmblathcmnnactorspmring7.Cormh ioacnopposikevdraofhhcginiQsha➢htotNd. 91 LAaal lnadng sWbe a w hed to each * 10)ADfmiaiasmir&aum2-W"k? g wiles.athentisguotai 1 I}Neils in Ist and2ndply iha➢ iheaffsl imm mxvmiivc plies by I.rZthcnailspra;tng 12)ListedwindgM(»minerspavedunM9 FRSOtdykiadin ALLP��6fi4HRI+�°01t"�'itigp�y�4FREk'lII'lC`[?itlC^15']ALi1NGANY1RtA3RP�IDL;P17ti7HI5TRL�5�tCi'iL�A1VII9CMGIC'1S'f1tUCii1}IOk3�YYIt7T]NJ. iiilE:Build�TnlgS$Of�H+83Cv5.EL� UF'liitU lRtJC11�]ISLL\IIU4l�SMS�r i711IF1CA9T(%SSEIi iiLY7lLrFiit3iMLL'tilf4iL�l]ttL]S17E5[QVi�[TIRSISSiFJ]MtTtTiASL�TSQVAha E24eMeialPKdxls 7�11IiJh8iEPRCMEJ ELM-RB[ LMT DES (NlAllDUh1YV HENEA=MEDV.iCY`aAii'Ra2S AREIMII OMECAEQUIPNIEIVFPERFORMANCE ENGINEERM Truss, �PiA-GT 1301 MONTALVO WAY, S'lE 4 IobNarw-.wAtwz FAIMSPRINGS, CA. 9W Date: QKW19 14:34:49 76G-423-IA79 Page: 1 of 2 SPAN PITCH QTY C)HL OHR CANT L CANT R PI YS SPAONG PdGTI>" 5-3-9 - �/12 1 0-DO W 0-P(1 0-M 2 19in 28Ibs 5-8 73 54-B 5-0-5 1 12 025 I c T a l _ N7B N7A S-a-B All plates shown lobe Eagle 20 sunless aiinn:rMse r[owd LaddiDg(psf) GeFLeral CS1 De11ec1intt [J 00C) Allowed CmrHedLxak(pst) B1dgCode' CECM61 TC: DZC-2) MATL aG6in 11999 f3-1 LI2A0 TU: 24 TAta014 BC: 027(3-4) M:11 L1 001iaLY L1499 (3-4) 1.13to TCDL- 21 RrpMhT: tab Wb: G.02(2_3) l-lwzTL: Oin 3 BOLL: ID LnnberDiOL: 11S% BLM: 10 Reaclim IT BECan*n DiKWd& Rgdl,4Wdth MaxRewt MmGF� Upl[i h+LvcWndLOfr 1LSLgrE maRmiz 4 1 15 in — &%8 bs .I l �n 3 1 15 is — 637 las Material TC, DFLIfI 2x 4 SC; VI-LSS 2x 6 4i8h; D.#L 2x 4 Bracing TC: Sfr�llini nr Arhnx at �3-0, F1afin design hY Otbas. SC: Stx�]xslarPuci��seit0-�O,PIu'6ndcsi�lby0thets. LmdS 1) This wss hm ban dcsis Iorftdb= due to 10 paf bottom dlnrd five road plus dad toads. 4 This truss tam tram dgcigned for lhcsffix#s d4W lads in wmd nce uirh,49CE.7 -10 wilh the k4;YW gg user ddna1 input: 110 mph (Pbtmeadj E5gm C,FximdCw WI-ftp, Risk CaegmyROwaAbkigQilns25ttx6Qft. h=15ft,EadZowTruvt,RoAhend wdrsawidemd. DOL=1,60 3) Mmimtun sla[sge atticloaling has bern spp&nd in aonxdmm wish MC 1607.1 4)A 2S* 4 momWsplinidupaim iced hm been gphea to the BC carummml with atha dead + 5ve toads_ LoadQo5D1:SldUcadL d niir.&A L%kmbgr L.rx:lnr: I LocWion2 Diredion S Stan I,wd kftl d TrihMidih Bat 0-0-0 5-s-- Dote Ptoj 37 S pir Member Forces 'lldelm r M: P9mta [D.na: c$ rnx iom left aetat lulls skdrtu ss u , *a L Mtffi ae*ovm n Lba MWk Rwis to Truss Connection Sl ulmary Cre Tam cur,. ! IsrvulgiAld t ftC 1 -9-13 N7A 6C 3*12 is 1)Mess mAndutba iise,dunxstflatfwAeraryrnLssw nbnarpNewIOWpnorWppnurdlfnnnaPmfsssimWEF& 2jTheUmc;lionta6ur furdh1sFao1'ft=i320%(C4'0304 3)RngmaeforrexF wndAians. 4) Rrvvide ah�yoacdm-p to ptevwt pending, 5) J3= bM&n diced With tpuouod shcahing nr rmAm paBmctng Summery. 5)AampfmorQ[IDDhas bmnappliedforthiehLss u4sis, T i No. C72M N r" Ot OF CAL4 4UPERMNSF MUCIfl WP HANDUWkFRBCIVGMDMLLJ kNkNY MM B?5EDLKNTHISlKL& LE" L7[iAWll�b ARE 11%SIt WrEDTDR9MTOA-L CFTF�1X478U�'!'f0[�,t n'RT�tC�r^SPd^�QIWSFIC147btG S1;Ci(][�[lil[Y1HEi1.4gEX7ED'tiL1'1�3oCICIS [ffilQYh�D7E3I55U7] WTIH'IHIS oE5[C2�A[m 7tueBui6MTiasS 5aitwzm v5L33q AVEABIEFKMEAc-Elh0[uRi�Q=Da-mziv.LII7CNY4I NFSC3E 1L'DM1LCi7dt ImAmLi5m Ea�]t7+IetalPlodlals G14+ LEGAEQUIPN1ENF PERFORMANCE ENGINEERING Truss; N7A-(3T 1301 MONTALVG WAY, STE 4 lowame:wallaot PALM SPRINGS, GA. 92.262 Dame; 03M ]9 14;34-.49 760423-9479 Page: 242 SPAN PITCH ory OHL OHR GiNT L CANT R PI YS SPACING WG fJPLY 588 -025112 1 0-M 0-M 0-0-0 040 2 I$in :81176 NaJsurQmNtitjmtn,135"x3J7C:•1iaw@12inor, HC-2sLTga&rows@12innc,i s-1mw@I2iaoc. 81 Wlim appied kob arc n cmside of order danat fip girdardudng gudcoonnexarinsmEwiotl% irtsuM wrnBam on the girdc side where suppDrloi ]Dods erneaWkod,Nlhhnmppbcd]DaisereanhothsidesoIgitdadouble (Ike spasng2MdiriAidlOof hl u-wmr+munnnesidcnEgialcanithanMpt}egiTMto kNl4the of w ballof dte commaum Lm the uppuxils side (K Comte on apposite sides of dm Oickr shalllx ate, 9} I..etael l7taeing Shea be etta W to each pN 10)AIliwimm mimmmn 2-1i3"kp& iuiless (AhenWise nceed . 11) Nails in lst and 2nd ply sh2R hnaffEn (Fu wa=nvc pbo V 1?3 the nail spwft 12) Bated wind upliftnegations bmai on hI3i W QnI - beditxg. ALLPEkSODSF'OMCJIlWA,HAhMMER1317M0RZWDUlMA I MBRFDL?Qhzrn5IMMnlZ"rarW&%IGAREL*sMucr TQRU:HiMALL I 'I'L&RLLRTmm5aftwatav5AMO of RiE II IRC�CIFOF 6, IJt+II ig1~6Ata��7u alr> 1C �fiilr s8l t�xuxuarr� .nJE>ALPROC CI517 SIVV ffffS MULL Wlx•IUns nl�n� MO EZ& Mew Pmdocts A'AU-MILMDMEMMELIIXXVRl:LT55T- LIE?Sl(NVLMON.YV.1liN514=[11EGiLt 1QL5hREi� OMEGAEQUIPNEN1' PERFORMANCF. ENGMERING 'buss: NJA 1301 MONfALYd WAY, STE 4 jmame_wallaoe PALM SPRINGS, CA. R2262 Bute: U3 W19 14,3t4 L 760-423-'479 Paw: 10f 1 SPAN PICCH QZY OHL OHR CANTL CAN•TP PLYS SPACItiG VATUFLY 7-54 002 1 040 0-3-9 01" 043-0 1 lBin 341bs 7-8-12 Fi _ 3 A-1 d , 5 9 1 fl 43 $ 3-8-10 7-S-4 i 1 3,14 - 211 31 7 2A I 2A , 0-0-0 0-Q-4 8.9.16 3-A-10 7-5 All pla[es shown to he Eagle 20uldess ntllerkist r1[ d inmUrg W) General CS] De&cdm u (>w) Allo wed =. 26 BiigCode: OBC20161+ 7C: 0.15(1-2) MnTL a(12in L1999 (4-5) L1240 TtCDL.: 21 TPI 1-2014 1S[': 0-16(45) Wrt LLt U-U] in L19W (4-5) L f.W FICLL; 0 P'Tw- 1ao Rkb: 0-11{1- HarzTL- 4in 4 ECDL: tO LuntbaUAL.: 11591E Rew6m ]T B3gCuJ)o OVO4 WWI BrgVlidth RgdBrgWdth M&xRead MaxGavUpA Max WindUW maxUphfl Max Horix 6 1 1 5 in 399 N 401bs " 4 1 1-5 in — 409 bssCdD Materiel Braca3g -9- TC: DA.#1 3x4 TC: ShiMrzPwtintet6-.1-GHAndim3gnhy(A". No, C72517 BC- DFL#12x4 SC: SheatiedaPu�ti:rsettg-IxONAndC€goby0lhw5, Wsb: DM#2 2x 4 ] joads 1)Yhiszmhasbcmdcv9Vudfor the effam6mto10psfbmomchomdivek1mdpbmdead lain, Cl 2)This wasIvestarnck:5jMfinethedrosofwindbadsina=mLwoewirhA=-10withdiefuli icguserdefirrndinput: 110mph( wewmu , C.Fnclosed,GohlelPLp,Risk 4,atearILOwamJlRk 1ru25itx6Uft,h=15it, End 7nrYe.'Th►st,Both end webAcurrside+nt 00-1.60 ' '�F {,AU 3) Minimann storage satic latiiughm bmft appiiexi in amrdaica with IBC 1607.1 4 A 2901a mwin guirttler p Dint load has bom, apphad to the BC r[lnmFm i with nthQdcad+ live hods Load (Im 1)), Sid lead Lmd IXhcbL&d Lmd€ .%tmb cr [A+=iO11 I Location 2 Dirertim itl 54at Lori �zd [lead Ilib Rld1b - E6d 04W 7.5-4 D.►wn Avg n p;t 5 inf ]gin 1`Y LT emL*l Forces 1I"YdgmwMbitm 1Dnwf2A MOLEOIAXIM Om w¢bu IjdiffmLLkoR6. ma&wa Qj)§*= cn%43 dui X�wiwwn N111 Ubk TC 1-2 114Y -2,221UL ?3 Ik642 521I6s 13C waa i (Lim -31 ZRa 36 u tN M41b, (47 m.1 15 a105 56311e (47fh 34 ID06-3311ta Iz 1) LUm rated otla% iwdo not cut or alter auy truss in=ba ix &c witlu 4 prier appm+al fmn a ProfesdemlEngnm 2) Tm ffliadcn (o,i== for Us raolbuss is W 996 (Cq= 0-90Y 3)1dr,gs mr fwgiaptucal uQTV wion onlykad hmgm pef otanufrrft s mm=nmdssinna. 4) Provide adequate draiaW lolaevcw pmffing- 5) Brae bwam chtud with g pmvM s1wilini ur pwbna prr $lacing 9arwauuy. b]A mmF faaar cf IM has tern appled forthis muss =*ris- 7)Dated wind upfe Finns baaod rm i4iV4RS Curly baling, ALLPM&CMFAARx'M1NCtiHAlriU\rAHtB7MCCttYiWL4LiuvGAMw1YMLW1B•WDUPONR-UMUSS DESllilulxe.4?v1PxyARhLM-1RLK,,=TOREFER MALL I 1'nteBwJ(WTnasSdtwaaev5.6._T34 tF7}EnSM C MWLIh+Il'!',51=AXDQLVUP1VMCMSint'kxkaMIN'IMP-MaEN>ETALPROD-MEEWCjNWMTSSL'EDW ll'Ii1SLCSl[i<'1ANL) Ba eVletafPrritScts AAHAit1EPROMEA L LFUN REQ= DESXN V%LM CM.-YV4-1EN EACLEMUMCCNNKTMNZU!n:]. OMEGA EQUIPMFNY PERFORMANCE ENGINEERING 'Pluss N7B 130I MONtAi VO WAY,, S'IE 4 JCkLN2 e:wauux PALM SPRLNGS, CA 922M bale: 03104f19 14,34-42. 760- 0-9474 Fagg: 1 of 1 SPAN PITCH QTY OHL OHR CANT L CALYI' It Pl YS SPACING 1tiY,r'I}PLY 7-54 a112 1 U-W 0-M 0-" &" ] t o in 341s T t 7-I1-12 3-18-113 1 ¢4 3 -7 A, 4A. 2 4l o-o-o a.o•a 3 9 14 7-5-4 All plalclwantobe Ea&20uslmothemseraed Leg(Pd) f elieral C% Deflection U (loc) Aid TCLL-- 20 BkigCaxk=: CBC2014v TIC: 0.IS(1-2) *1TL: flMin LJ999 (4-5) L1240 TCDL : 21 TPJ 1-2414 BC: 4.16 (i i} %ki IL- 0.01 in L i 999 (4-5) L1360 BOLL: 0 RepM6r_ No vahb: 0.10(1-S} HWIL: Uin 4 11Cb1.: 10 Iambi DO-L. 115 % ReaLdm IT brg Czutbn 133%; Wdth Rqd Iirgllidth pbtxReW Mm Gran Uplift Max Wrwi LLphit Vhx Lbin mmHoaia b 1 1-5in— mbs _ di 1% 4 L 1S in — 4046s Material nracilg TC: DEL 41 1 x 4 TC: i orPl,riim = 6-3'J, PMhi dcsigat by Ckhes. BC: D R kl 2 x 4 64`. S lath d m Futbirs at 30-0-0, Purfin design by Mom Wcb: IX-L#2 2x 4 I.Lulb l} This taus lies been designal fur the dkos durto 10 psf bworn dxnd Lve kmd pka dcal loads. 21Thismisahssbotitdesignedfor the el5edsofwindba&inarxdairimwdhASCE?-10%ilhawfpkl ngwydefined ioput:IiGmph Tmaar LExpomm C, Fteclx�fa4 C!!$p, Risk Categany II, t}veah Bldg ISnms 25 ft x is0 ft. h = 15 ft. Frrd Zane Truss, $nth f77f1 vrrhs �naidrarsi, Li09.= I.fiO 3}ASraifre suicWau ic kkorting haslrew vpied in ajxnfaxx; with IBC I W7.1 d}A 250 6s movfngJBpPuilcLr pvinL kwd lies bean �phed to 1taeBC IS,7ldalmL with otllerdead + hoe kaads. Load Carr D1: Std DeadLnad tidal, bd Laads hlr *AT Lam f I.aattion 2 Dinxtifm Spud &&ulna UkLaad TfibWdIh Bot On' 7-54 Down Pmj 5 psi so 19 i n Member Forces Td* nRAM Mn'*f@.rrn■(!; FM iu b%VWang bMifpkftM "fohao-Wb*C iY.44'Lnr,prmd:.r13WJ.Oecshun i 1L aL LIJ& T' 1.-2 n-148-50?Ihi Ir2.: f1 I-V -;m f.e I L 0.102 f51 JIa (461.A 34 Qf137 -332 U I)-LrA s TaW Ddxrwiw. do i" wk or 4 w wly taus a1 w3ba or pke %ixhout priur Wpraval bxn a Ptv6essiord Fngiraeft 2}'l'llcfttbrbaalinn t91s�n� iam3hir; nxaf' urrts<ix 2[17E (('q= I1,813k 3}11angasamfnrgrdphicAinubpwatiuurxSy.LuuAhxgMprvmwxifjLiure6 rre rnnwul�ddUn6. 4} Provide Iderparffe drtflr�to pmrerrt paxading, 5} Smt bottom chon3 wi Lh appooved mhmihi ng or pn1i ns per Brad rig 5lu=Kuy. OAaoop factor of IM has bean apphed for Lhis mm atwlys]s. 7)Laud wireduphfl ma: ions basodon MWFRSOrdy loafing, �?D tt8$ 4 Hr No. C72517 %N ALL PMRMRk9MCATmr HAKE NaERB:TTMCRDSIALiMANYnLWE UIKW'1US'IXL Sty MNaRMI K,i RemtsrrtllCM-)T}RUIR TIDAILL I Tna�Build�TnessSoFt�suv5,6334 QE'7I�I1'67R1J1'LiOPrS.Lh4'L411C#�SAhUt�7kL1FiG�]IC(*63L1'I}]l�H1N'11�rlC�Eh¢7'N.PRt7t-XJCISI�QGM1JCifE5155L]E]mVA711'li�.SL�CiC;nf+u+@ 1~a L4ie1a11�totit7CL5 AVULABLE CME UCKRB,ART,L'1M(Z4V&MGI+LYWffNFNUF.MFPLCU*a7ORS.4RE= OMEGA EQUIPMENT PERFORMANCE ENGINEERING Truss: Iti8 1301 MONIALVO WAY, STE 4 TrihNarrre;waUmcc PALM SPRINGS, CA. 47?f,? Date: UNK19 14:34,43 7(0-423-51479 Pap- l of ] SPAN - 11 r-{ QTY 014L OFiR CANTL CANUR PLYS SPACING WGTIFLY 17412 025 f 12 1 1-14 43 8 U4Q U0 0 l 24 i n 85lbs — F l-i•B --0 11.4 4-11-4 4.114 & 1-11 32 -97-9 64-7-i 2 13-7-0 19-5-4 ¢t - 921 61- 5A- SA zx -2 C-p-p 0.0-0 1 2-7-0 r 411-4 1 4-11-4 4-11 2-7-0 7-6r4 1 12-5-5 17 4-T2 All plates shown m be Doh 20 rmless otherwise Hated Laadmig {psfj General CST Deflection 11 (kx) Alkm-ed T,CIL: 20 RligCcde: CBC201b! 'DC; [L49(l Z) NidTL- 038in LJ974 (7-9) LJ24t1 TC'M : 21 TH 1.2014 BC: "1 (-3) )trt LL• Od2 in LJ M (7-S) L13ti0 BCU: 0 RupMbr; No fib; Q65(5-7) Hkwz'[Lr Oin 6 BCDL ' 30 LumberD.aL : 115 % Remclkm 1T REXCumbG 8 Wdlh RqJBFgWddi MmRwa MmK{ir ,U MEM'MindUpitt M'Lm LUR MatHona 11 1 15 in — 1.1 it bsc 57 1hs 6 1 15 in — , r55 ]bs i4Y.11erkd Brach% 'f Cr DFL55 2 x 4 axoept. li; SleAtdoo PaFhm al 2-11-0, Ptnlirn dmignbg0dws, i'IPLSS 2 x $; 11-2 RIC: DFLS4 2 k 4 BC: gkAhed mFklflim * ]G.C-O, F1t,lin desiglr6y OLhm. Vkbr DFLAt2 2x 4 IAOdR 1)Thistntsshasbmd. igu�1forLhreff=sdmto]Qpgfbottomctrordiivekkidphzdyadloudc 2) This two has been desigmdfrutheeffectsofwindki lina4ogrds<xa'Air AS=-10With thnE&WiTlgUMdr$na1input;1[0Mph (Fid dl.L-vn! C, EWL546;blR t .RiskCategcay1�Clyea➢B1dgDirns25ftxWkhm15ffi,EndZAmThm,Bothendweb&wuitimmi L1C1f.=Lek 3) M rumam stnuAp attic kmcCTtg hm bDm applied in wwr4wL-with MCI W?-1 4)A 2S0 ]bs movingjaprLrlkli pointkW has btM .Mppfied io the RC c> mawmm a iih nrhtrd®d + Fvc ]park, Load Case D 1. Ste Dead Load Diiinkied Loads .Mmba L=ion1 Lowim2 Di:o ign *15od Sta Load FvdLead TribWidth But W)4 17�12 Down Raj 5psf Sptf min 141 ndwr P'ur[Ses ]ible irk' 31erlaID, m®r rrm sral $� 1� wrtx far¢iTibfernt Uwntt»t adal toroK Orr g foet, a , ]f kxa� �st4wrt m UO able TC I I-i 04g2 Zm' it$ 13.4 aM AA1 N 2-i OM -I M] be U 0.170 SM Lbfi S d a127 .:.141 11.r 2-9 CUR 3.25916F I 1-. 0AUS fm It# Notes 1}Lhkagnntadethcrwisedonot, Woralteraty"smunbzur*rwithou prirueprxnvalfrom aIiuti�ssioralFag imr ec 2)ThefaLwcatianrol dmr-furridsFpoliussis20` (Cy=OW9 3ftngasaD tor MVJolinte{u almnun1 I"hangsspermenufaMLMSJUMnSrttQxWions. 4} Pbvvidc adogmc dwhagc m pwvesot P'ondm& 5J BFaoc hnttom duwd wuh apFmvai .shcathing orpt1dm Per Rralarig Staunch}'. 6)A atep bdoFofLO0hasb=iappliedfur tiestmsdialysis. 7) Listed mind uplift rewmm based on t4144FR5 Only "ing. LU N0, C72517 tr .411.Pit,SC�SICA7IIVC4HAT�dJI'FCtiDtE�;11[vGUcr[�a1;4LUM1tc.,r�vY7RLb'St37�F7iS1C+CIYTtl157RIJ55DGfi1Ct�IL1RA14V+C'AREmSTRLC,IID'mF',OAIL I Tntcl3ttild�'[4ussSodtvvarev5+G334 [1P n-Ems'1Ru�'Irrs.lrr41t�7tnrs nr>I� � .ukLlFlcaTl� sat' [1N r1 �>�ac>ia hi>1r�r.PRrxx lr-t , nFSlCta laD7r.5 ]SSt�14i]fi'Iz�s >�1+3a,drm F�gle hielstl PnxMtrts AYaABLE FRCM PAilLBi]PMR(r,LlUr D6 M VAMC?Q-Y WFFNF}W FMFrM-C i*d.ELii RS AREUED 01EGA EQU FMENT PERFORMANCE ENGINEERING Tl uvi: N9 1301 MQNCALVO WAS(, STE 4 1aw=-waliace PALM SPi LNUS, CA. 9ZZ62 Dme: OW19 14-34-44 7(0 423-W9 Few. 1 aC 2 SPAN MCH QTY OHL OHR C4NTL OMIT R PLYS SPACTl G vqc. RI Y 17-4- 12 OZ112 1 14-� 0-3-9 040 000 2 24 in 911hs 18�9.12 G 1-1 h �•1U-F' 1-1� '20.i 7•6•4 13 Q4 16-14 N n rti 1T TT lm 11:•st�0- - 2v 1 al- 5y2 A� I tt - 11% - 5x5 . ;A 0- -O 0-0-0 5-6-0 ti6-G 5-6-0 7�1 6 4-12 11-10 12 17-4-12 All plates %kw to he Eape 2)t4tslett od trwi w noted I mdi (pd) General CSI uetlCC&M v fleet All "d TC L; �U awgCi&: CBC241fv TC: 02.4(1-2) W7L' 0,23iu LJ459 (3-8) 1_f2d{j TICDl . 21 TPI1-2014 5C : 029 (7-0) Vat LLa 0,47in LJ999 (7A) L1360 BCLL. 0 RepMbr: Nu Web: G35(57) 11orr.TL- Din 6 HCM; 10 LumbaDDJ-: 115% Reaction grC.amho E3 Wdlh Wdlh hhk Reaz ax Mlnav Uplft Mao W d lJpbft M= L' Yh Mu Hong 11 I 15 in — 1,1 - S51ta b 1 1S in — 1,155 hs Material Hracing 7 - DR, S4 2 x 4 extnpt: TC;; Sheathed ox Purim a 6-M Pu6n design by tathoa DFL SS 2 x S, 11-2 HC: DFL SS2x4 13C: 9xsrindLwR nu21t0-(-0,?"Indesignby0thm. web: DFL A2 2 x 4 LAWS OT199MiesIvtsbagdAgnodforthe e8a1sdueto19psf hatkwn6ndlr+ck;edplusdealloads. 2) TkN suss tins boar dcsignod for the egeou of wind bais;n W=dmm withAKV -10 with thefo➢awing uswdeEned input: I ] 0 mish [Fednrutl, Exposure C, Uld%ed, CkbWFTip, Risk Duns 25 0 x 60 fl, h = 15 Fr , Fsxi 7nrcTnLcs, Rrnh wA webs O ansidemd. DOL- IjbD 3) IvLirlilirum staage antic k}aditgY�as � applcd in aitswdasoe with IBC 1607,1 4)A25UhsnuvirWsprin pain[loadhas bergsaMEfdinihtFiCwmo=twiihothcrdead+livebads_ Toad Criss D L- Sed Dtad1 Lmd L7EMbmd Loeb hlelrrber WcxionI Lx2lion2 Disartion StAlLcad End Load TnbWddi Sat O•DO 1:4-12 Dnnn Apj 5 psf 5 psf 24 in Member F urm 7ft iniKaW, Nlwi3a ID. alms t XL —A BQ G+ wff row rf&%wd 5nn ffw aJ bpDA udq k— TC 1-2 a-st 'MU 34 Gana -2,047 Ac :!4 Ck2ui '2,5w1b, I#s 0.1%-1.7911he J :9 0142 -I�lf N r7 MISS7,xa71rF 34 11215 1,13116s 5L GJ561 AMU I 17M 1) UnIms nmd m.haw4r, du no[ oat to aY¢any truss nwmber cr plate without prinrarprtrval trum n Itok*MoM Erigiiseer, 2) 711efabrittion tokwee far this roof truss is 21) %(Cq=11,90). 3}Hatgas wfxgrqlsicsi uneparewim=ly-liwu➢lrargospams u,factwds Fpxwxnaidatians, 4) Pm Adeadequift dwinap 14 pmvmt pooling. 5)13iarebatrmdadwidrappmvod4xmdiagarpxhwpfRrao g%mniarY- 6)AaeMftclarofI.00hasbeenaMbedfnrthistraz "sis. No. C72517 N Va. ALIFO I%SFaeRTccv>7a- IWUX it E, B-IMCRBSULMANY'MLSSBASEDL VTM$ TRW ZOICgUQM�GIMINS HUCIU)7UPUMTU5u. I Tn,eStrild�TrussSodtwdtirV56330 az-ffEMTRSJC�,LIhfffeC[I+ S4[mQlnLiPtC 9h>SSET POR7HI1�T13EE�aEI&:Q54=LSLUMDFL51INNCnPS1.SKE)I19 HTHSDESI A.\L EagleMet+rlFimJutts AVffl-AEl.EFRCMEAU-EUPQNRBWEST,DISS[ akNKMSAY'NEENEMZE.MMEUM,ck]iNR- )RSARELt4M. OMEGARQUIPMENT PERFORMANCE ENGINEERING Truss: N9 Mh MONTALVO WAY, 3M 4 hbNarm:wallace PALM SPRINGS, CA. 92262 Date: CYO 19 14-, A;44 76021-9479 Paw: 2o12 SPAN FT11C i QTY OHL OHR CANT L GSNT R PLYS SPAM(. WGTIPLY 17412 025 f 12 1 1-1-8 0-M 0" 0-0-0 2 24 in $ ] IN +) r 0w,A z s multi-* tares areperply teacnons are wp id=qduwm 5M be Imik . z-fttiEvd as fclkyft,Pm p . Nails ar0anNadsjmin.135r3]TC-1F(3w@12inac,RC-1 row%l2wccjWb&-Imw@12inw- S)Wlm.Tpfiedkah amonauoarideofpdmdorKxilpOtdsrdtuigg�tdaormnodlarinstallatitxsinstaloarmexnesenthcgi sidrwtrrr£supportedbads =WpkadlWbcnWgWboils ateooboihsideofgirdexdoolrlcthesrMrgUdirxstANUOtthenxmactasOno,xsickufjo l anddchflipOrjw3crW imiall thrdba hallai'lhc oanroKWM an lheappaeate side (at double u,eomwm= speong1, Cwurx m on oXmMtesides of the Order shallbe onus. 9) Lateral hracting MmIl be aotaehed to each ply- ]0) All fxnamnsakNffmm2.WlaLg,uwY]e:ssuUx wissnated. 113 `TEIS i n 1st and 2W ply shah be offm ftnm suo=ive plies by 1,12 the nai l x fmnng. 12) Lesuxi wind uplift Fcwioris based oa MMS Only kocraig- 4LPERSCN3MBRICAMWAHANMMERBM%CZLEVc rer r nuT kNrrtat.5Ss I AMM .FQIi THIS IRLSS LX&C N lkUa41[ ARh ]n KMLIZ TU PJM Tnnl r. Tnre�uild�Tnrss Svftwa <s v5 6330 IcFnmusfRLRcnCWLA7rMCA*Skh¢1Q1.GS1Z4UMQ4SS1:1KJF HWIHLE4QEMFIX.PR[7 X-TS11EMCdd[WQIE4issmv1rni71n1}T•SIC &Nn Fagl bkalPtiv1xt5 ,35PrLLABlEIkL�M �u� LL4'rJHR13�L�ST i]F�lrrrvhCID rxA Ywr-iFNFAii� blEL�i.[nN C A1iE L6�I� OMEGA EQUIPMENT PERFORMANCE ENGINEERING Tru,-.%;- NA-GT 1301 MQAITALVO WAY, 5IE 4 fohNaarre,wallacc PALM SPRINGS. CA. 92262 Dm: { MK(19 14.34:49 764421-9479 Paps: 1 cf 2 SPAN Prrm QTY OHL (m CANTL CANTR PLYS SPAUNQ WGTIPLY S-S it f 12 2 O-D-D "43 w w 2 18 in 28 N 5.8-1 5-9-B 33 t. 2V I 1Li 4 2w4 1 D-b-O 0-11-0 56B 5-5-8 .�11 glades sh�avn to be Eagle 2Dlnlesx rlthetvM'ist doted Lamft(pd) (,eneral CSI I7Cileclion ) (WC) AAWFed TOLL: 20 BkigCodc: CBC2416/ TC: 626(1-2) quiL: QA6in L}9W (34) L1240 Tcm : 21 TPI 1-2D14 BC: 023 (3-4} Yea 11-r 0.02 in L} 999 (3-4) L1360 11CLL: O RepMbr: No : OM(I4) HamTIL Om 3 BCTR.: 14 LambwV0.L. 115% JT B1�Conihn ErgWdth RydEkmVa3dlh 1Mi NW aatimuvL'pU MakWiisdTW MixUoift M:a Hvia 4 1 15 in — 631 Ea 3 1 15 in — 599 bs Nbwriat I3C8s ing TIC: DRAT 2x4 TC':%"hodwRuiins@16-3-0,lialinilmignby01hm, � BC.: DfL 913 2 x 6 BC 9reukaetl anPtar las ]4 D. Ptrt)tin design by Olfses. i •4ads L) Mr amp has boat designed for thfa effects dixto 11) psf brcoln dull kvc land pks dead I ids_ 2)UnshusshabcmdcblgncdfQfthe e$epaofwind loedsiltaxxvdmiue%YWIA.9l"- 10 vAth 1he fokwft user definmi input; I I One ffbaelkExIpcsim C,Fadosid[,CwbWNip. Risk C.VqosY14ClvaTffBldg Difm 25 Rx 60it, h=. 15 ft, W Zwe7bass, Both ciA webs Lzmsidma�- DCL--1.60 3)Mininun swagesdickwding has bnmEupGed in xuxdxm vale IBC i6W-1 411AWbs=Anglspiiill pomloadhasbbmarfUdroftHUcom[abitwith otlmx dmd+kvcktiads_ LaaddCrselrl: Selitie Load Pan Icads Mdnhtr LwXion Dmctio,l LkAd 73ibWdth Ba[ 1- 9 Down 164 hs Bot 3-" Flown 161 hs Load Case DI: Std Liead Load EbMhjbdlxock Manlier U%ma m 1 1+>tation 3 nilwlon tr _Yi Srartl.,oW ad lnzi TtihWdth Sul 3-aQ i-$-8 �axm rr l 31vc1 SpsF 1Niaa Pa111 Lam membcr Loealim Oi=uon Lewd TdbWdth Bet 1-,+•di Clown 1361ba Boa: A-8 Uatin 136 N Member Forces Tlb1e n kfn� � 1fa94 CSL l �S aciEr fold ga111 mrt¢ io1� hma�ea S4+a. � god fa¢} OYityicloes �d �. 34]Ihe la! drawn n d u rrbk Notes 1)U ms xroiedotherwise, do notcut aakaaLytruss1=nbsrgrpFatewilhartprim apWvalfirma1 uhmionAiEngi= ZThufa� tokir mm for d& roafHuss is 2D %(Cq = 020 3)H&kgweref43rgnFhicAinuq atinnonly,Dw4tlimgetsper mamfrwrms mwanundajuw. 43 Pn dea *=ed®imgar to p rvmr pam ing- >�f ASS 1�,,� No. C72517111N'4'` ul_> arrl5r R1C471` Hah1171 , .i vcgt;u�sW1LYGANYTxusSnns�u�av s L6SG5S1[Fu[:RAt4iNGN1Eu lxuipnrol Fx�nv1. I T1wBw1mTjm%Sc1:twalev5A-m lFTIE 1IMU['qOr+>$UMrMCMANVQUALII1Cdffl0M=K*Ui31NTW&Y=MLW.MW0UClstpSIQYMiIF31SS41 YA7H7fIsCCCICi,4`✓<1 l;&Mctalpfwwls All�aMLE YRLW hkaZ UPQYRJI.IIsiT %LM Ugff Wf 1Hq LV2E MEIri1.{ r U'1F —".3 ,%RE U;M OMEGA EQUIPMENT PERFORMANCE ENGWEERING Truss: NA-GT 13011vMUNTALY0 WAY, S'iE 4 7obNnmc:wallarc PALM SPRINGS, CA. 92262 Dl tc- 0YWI9 14:34:49 76D-423-9479 Page: 2CE2 SPAN FUCH QTY CPHL OHR CANI'L CANTR PLY5 SPACING VNLa'rIpLy 54M 0 f 12 2 44-D 0-0-4 040 w 2 18 in 29lhs MAaeep &am cf 1 AC hes hat alood ftvth3a mm malysis. 7}Tbe fottam shawuf9i this muYi-* uuss = per ply w4ssca shaa ac built and almdyd as folbua, per phy [6d MigmGmNaiFarmn,I35'Mj TC -i row@12inucEC-2xluMmudrowsiV[2iisx,Ki4a-ln„v@l2invc- PI&Adal the hlangtr[otrkdicm tin not aiip{ueielyhenster[he Vpbed luadtoalplim: in additinn toonnnt!tlm shownabove, much e20hpairu[0FL rrptic5 wilh suppkmemal ]fdNait ss fvDsxvs within24"aflhebcaion Show= EC: 1-"i2)C:a wi=Fa BC= 3-8-8A�}Cbauroa�oots Caivsedwelt&aAcaat,"vnvtlxrgirdaplycann wsarCEUSS-tamtssratm=bornin=wdmmwithsheNDSOttheOt517rdc&numfaauxr imitnteetxWo m. 8}Whenapplar]foulsare onomside cfgndtrduucuImIaIl msunthoghdasidcatj=supportedbQ& aoc47pliM.96taeraappbadbmi6ams mbcth mdesaFipida, dDuble thespwingarAimLt Ihalfvfthcrannodorsonauem&ufgkknr dthmfiplhogiidato insWtheotherhalfofthcOtxn�onftg4xnifcside(it double theomDmjsxspampL�Cusrxammoppositesidesofthegid shalbeoffxtt. 9} La d bsatatlg shallbe =xbw to ends ply 10)AEfs]fltrun maumutn 2-1(2" lo%tmins o[Itawise no[oi 11 j Nails in In wA 3ndply shall be of'set tram sutuessiaeplim by 1l2 [hdna it spaci ng, 17) L Ard wind uplift nsr Lions lined on M44'E 0* kk6ng. ALLPERSCM FABFUCAMUkHANCi.11+1G,=m1CiO2R'SmulNoANY7i2fJj$B EDUIICNn1Ci [HIASf ic?4ERA%l1nAREl1$TRLrv3I )Tc)RErimTo4LL I TrwBtaMTmm Sdtwm v5433 CFTFE F 15'MWnQr %. L-UC180CM rlVd%ALIf 1GKRLV6 SL'1'FUM IK'IF E FACd F.MPTX. PRQCA_IM DEEM N M MLM 14T[HTHM DE91 w kWD Ea& Metal Fmcius AL' Lth LLMUWIh 5ILLRINR94IM MIGNVlIJD(MYWFM4FACLENEZILOW07K LS.4REi= 0-MEGA EQUIPMENE PERFORMANU ENGMEEW NG TrLw. NA I MONTALVO WAY, STE 4 JcbNaTw;wallacc PALM SPRMS, CA. M62 Datr OMW19 14:34:44 760 42'-9479 Pages [ Of [ SPAN PITCH QTY OHL OHR C:AN 1'L {ANT R PLYS 5PALMiU VVGTIPLY 3-2.8 W2 [12 4 1.1-8 4-M 040 04-0 1 24in 7211E 4.4.0 1-1-6 3.2+a 1-t-6 4-44 T 5 0-� 2 241 19 -0° 1-7-4 T1 L �118— 3A- a-r�-o o-o•o � a•aa 3-2-8 All plalessltbo m tobe Fa?Je 20uitemntherwfse mite , Loading [psF) General usl Mectlott U (Inc) Allowed CTdadL.oeds(psf] 31deCode: CRC2014V i1C: OX(1.2) VcrT1-: 0,021n Ll944 (34) Li240 TC'L L -. 24 'LPL 1-2014 BC-. 0.49 04) Yrn LL: 001 in LOW (34) Li 360 TCLDL: 21 RcpMbr: Yes Vrhh: M3(2-3) HorrTL- kin 3 BCLL: (} LumbcuDDL - 115 9E BCEL: LO Reactlan ES519 IT HTCmaba BfgMth RgdBrr;WSdA r akkr -i MwLCwavUaf1 MaAWndulUri MEMU02ft Ntitbris S 1 L5 in 242 bs 51 Las Q P H +tir,� 3 1 15in — 299Las Makrid �k 4 x 2x s �: SkautcdarFudrLsct6-3-0,ParEndfsigohy0dxss, C Na. C72517 rq m BC; DllL SS 2 x 4 BC: 9�ralhed arl'wGn€ 10-0 0 1 utiin drsign by 17t1 . VkU DEL42 2x 4 ZA&& [)'Tina m>ss has htatdmipmd for the affa s dwto 10 paf bmc n dwni Ave fond plus dead bads- Hi 2) This t�uss has hetr, desipwd f❑r the efl`eds of wind kAdA ilL wwudnrx wirhASCE7 -1U with lhefo[jowing user de6ued ip,r- i l o mph �u7e: L Ex we. / C, Eadmak C%WHP, Risk CvgmyILOverallDldgDams25Rx60tt,h=l5h,FxidZrmcTnlss,Bothandwebs ox&Ademi- DM- 16l} OF {A.0 3) Mulirtllkm stor.ariu kiarlin� has hest �pl ed in �rn7d�lva with IBC 1607.1 4)A250lbsmav40% nkL3FomtIndhmbam QpEWwthe B[C p3xmnm vilhathrdfadlhm,kmdr,- -McudwF'(rCts 'rblcindmim:Vff&al maCA rm sea &.x, Vm> .xV u+ahisWbk 7C Dotes 1)lJrlkFgrestedaUT•AiW10huecutarnh UMtt444tFl9llbr MplatewithoutpliorgNm +wplfrothaRuEessiemalEAoneeE 2) The frrbnailou lbkr=q uf0r this maF tress M j(I % (Cq = I)M1 3} I-Iang4s a,e F� g>�Ivcal int��etatiar only. Lra+�l hmgap psr nsan�uerrs iasarnrruerdetions- 4)jtTa radtq, dt rwgeroprvgmP 8- Sj Bra butkan chord wiilh aPPro"� 8 � P� f� $$ }� b)A aeep factor cS I100 has hem KTAc for than mtss esial as 7) listed wind uplift irxtionx bs5rd rm NP;wMS Only kedin@. ALLPMSCM Fr1B Amr,Li,4blC!-naG EUCTMjOR D613M11LIA+"C3ANnRM BASF ]U4)N.6S CF31[N17L1,A►►1VARfiRS RLC'rIDT0R1FM TnAil I TmeEM]de'C,,Sd'c,, m v5L33rl OFD-ZF n [UMoNS.i3e+S>i471CMAIv3Qt r lPlCParrIrsSE7R-rrrflrvlWDaENEIAl r1&aoLrl =[(NtammJTgTDWrTl3THIS MIGNAND Eagle MetalPaaducls AVkrr nor Ei--RuohAaEupcKRFV1FFY YxNm winacYWlFgrAQEmEDLCQ+i S Auusm OMEGAEQUIPMENTPERFORMANCE ENGINEERING Truss: NB -Ur 1301 VONTALVO WAY, RM 4 ]ob-vame,wanam PALM SPMUS, €.A. MW D-Ae; 03MI9 14-.34;50 760 423-CA79 Page- 1 of 2 SPAN PLTCH QTY OHL GHR Cr1NTL CANT R PLYS SPACING VVETIPLY 5 W 0/12 I rw 0-0-0 0-0.0 040 2 ] $ in 29ft 5-8-8 5-8-8 5.9-8 T3x4 - 2�4 1 ML- 1 3A NB NB 0-0-0 0.0.0 All platesOO*T DbeF. e20unlessalhenwisenoted Lu mung (psi} Gieneral CSI Lleflet#ion V (Im Carried LoadsW6 Bldg Code] CBC20161 TC; 026(1-2) %tri'1i: 0.03in L/999 a4) TICJ-L: 2n I TH1-2014 BC: 0.14(3-4) VatLL: 0-OIinUP WW {3-4} SCM:21 Reph4ix: No 1Htb: 0.92(1-4) Hoa•7L; Uin 3 iif,u: 0 LumbuUO.L-: 115% Allowed L/ Z40 L) 360 RewflDn ua�ti�tr 910ESSI rf B!4CtanEg ft wild] Rgd$t WdL11 N1a1Fteal h7=aavUplr A4ONkndUpbft Max Uplift Ma 141wiz AkL Hg 4 1 1Sin — 449 bs -40 bs - . 0 3 1 1.5in — 441bs - �Bracing #12x4 'nc5�ttt�aPL�rt��1?�,>igr]t�yc + No.C72511 r�+ He: DFLSS 2x 6 BC: ShtdhEd ew PuArks Ed 10-", BwLi design by L]Lhes. Wee DR-*2 2 x 4 LOU& 1)Thistn&sLmbtxndtaiwxdfar"cff tx5duit410psfbattanldicedhveboilplusdaadiaads- 2)Tii`,[rum1atsbtm4tsignudWifiasifwsofwIndbadsiniw dwbmw1111A5C_Fit-LOwz]hlhefolkmiTW.uacdtrrnedinpul:I10mphLN C,EW30&txLg"-J[•fip,RiskCaryP. Ow" Eklgamr15ffx60R.h=155•End 7AwwTwK.3uLho)dwdNwa,-1'dnrd. DIN— I 3l]1,fnumwnstarrgeNrLeMing hmUeeeappliedn1�k x &r with BBC1607.1 4)AMEs muYinglspriakltspvinl kW has beat applied to dnBC o3m unenl with oLbwdead+ Rye bads. LeedCase IN-Std bead Lmd DLd Cua* -4t ba LuL%LottL L"-,"y Dwaiiuri 5 atd Stff[Laad LndLoad TnhWdth Sol 0-&0 54" Dnwn P-j 5 pif 5 plf Forces T" indimrY NUTbe ID, dill WE& Trw W'ktw CJmlereliaall Sammary Cued Tim cmw chmd O UAw OEm nal ttC 194 NE MW Notes 1)UnbsrQWc11WSW Se, dorw[ CUE 0rAUAFyhuesrnrmbrsaPL*withoutPricerapprovalfimnalfUtO-- au BD ODOM 2) Thu Eiaxion lakta3 = %this ivaftruss is 20 S (Cq= OSM 3) Iiartgaa are for VVhital mtTgwr tjdinn onV Insta[ hmgm per namutnaww's,Bcamt]ddatia s 4) R—de adequatedrrinage to pme4+ex pon&ng- 5) B7a= bnttam droll m1h appiaved dl ej g OF pudms Pt= Brd"'D StunmEr - 6)Acrxp hooe of 1.00 has bsm Wood furtlus tnrs analysis. ALL.POLWMPOKTAU4:sTW+1UIU43%FRBCIINGCRII+sTvlJta64t+hi[tlSs&US4 Dt84[uTWTRWDMKR DItANt'MARBMMUCCID)JUKU-LR•IU&-L I T'DwBuildd9TnmSoftwamv5-6339 Fag1cV1eta1Livtiis OF li EIt 61RUCn4P5 LR�ICL�JIQ+6Ahll} QL14L>F[GgIICL 6 Slit ft7C41 iIN LE C] I4CiJihuSuu I'1HUL�lJCis C�SIC>fi 14€]IF 1551 i�] WJ iH Zi118I�kSIGN 41 D AV4>t-aHLEMWSk L[ "CNR1KJLF5T•UEaUNWIDC [YWHNE&-&ENfdIAL C VNH--KIB8ARELNED. OMEGAEQUIPMFNT PERFORMANCE ENGINEERING Tru%9;: NR cff 1301 MLINTALVO WAY,, STE 4 do6Naw: W aLSm PALM SPKLN(;S, CA, 92262 Data; Q' W19 14-34-54 76CA2-1-9479 Pair. god 2 SPAN PITCH QTY OHL OHR CANT L CAPT R MYS SFA(aN 'r 16WULY 5-M 0112 1 NA 0-00 0-04 0-0-0 2 [gin 281ix r tomm Shmm tar gn s u-uss Or p¢ ply ;Ql d dm Maaons are M W1 TAOO ldftl n ng truasa Shau bc " and mtxbgd as tollows, per ply, I ba NmborOmMkilmin.135"x3]TC-1mw@12inoc,,BC-2g3e s-xvws@12inoc,-1row@12inu. 8) ❑ bm app>ied bade aoaou cne sideof girdm do not flip pidrrdminS londrrom=or instalbaiot4 installer on the glnd&s;n* A= sup poncd 6aads me applied. Man 3ppliedmatswroabothsides ofgifdmdoublethesp=gand indeEhalfnFthemnrta munoneai&ofgmtrxrxltim15ptheSNJ¢to insi&Hthe otberhafof [he axnexloas on tlr opposite side [at duubb the amneacr spaang} Commas nn oppaaile aidea oftfta gilder shallbe offiat. 9) Laural brad ng shall be anxbbd io ewh ply: l0)P U Fasiarnm minbrLum 2-W"bog. unlss otNa—iserwarri 11) Vaik in I st and 2ndpty shall be offsat bean suowakme plies by 1,12 the Tmil gmcing. 12) Li sbed wt ad Li pift ieBd kR-m ba5rd onlwlWRR3Cnlybatting. Ft1L PFFSOIS F34RR[G41A1C HA[ IDii1x� �?R'TTMf%CR II SIAII n kl+lY IRC65 BAiFDL HCtti'IHLS 7RL65 oE51CddLW At IL ti ARE 1NSIRLiC 113J'IORk] PR'IUAtS 'IYuzBt�Tn>$s SCdtwaur v5.6?3Q CF 1T�Ii 2i IP.0 'III S I AJ<J7Il10V+S 4C Ili QLJ3l1riG4]lt?S SET R�R[f11`f TM EV dE �iLTr1l. Max-cii UMCiV Iti = P.9SLE�h'um ms uJESIQ ]AT � mew Ph Lwl AVWH PBLEFROMEUZ LffQ4RBATESTLERCINYllmOnYWHEN hA tEMEIALC H--T1t.5ARF.LUM OMEGAEQUIPMFN]rPERFORMANCE ENGINEER]NG Truss: NB 1301 MONL4LVO WAY, STE 4 JdbNAwe- waliacr PALM SPRLNGS, CA. 922& Date: 9YD V 19 14:34:45 760-423-%74 Pap= 1of1 Mm PILCH QZ'Y OHL OT-1R CANT L CANT R P1 YS SPAC NO WGTIPLY 3-3-0 0.25}12 2 O-W Q 4 0 O-4{1 0-0 4 I lain 1616s 336 3=3-0 33-[1 7 3a�4. 0-25 i2 2A 1 ati t I 2x44 l 9-0-0 4-0-f1 3-3 4 3.3.0 All i2atesdownlnheFA&e20tur &&crwiscmcd Lmdkg WO General C.4I U (be) TCLL: 20 Bldg Code. CRC2DIN TC: G.14(1-21 MylTL: 0.01in L1999 0-4) TCDL: 21 TAI-M4 HC 6.16(3-4) MvLL: 4.Olin L1999 {3-4} RCLL: 0 Repblx: No W*a i},03�3) H=JI; oil,3 HCDL. 10 LumbaD.O-L: 115% Allovmd L1240 L136D Reacfim ss} JT M CUM6o 13 [VAdd3 RqdBFWIMdth Mw Ra..d Mm rrx L ifi Iwiex Wpfi T A Mw[ V lit[ k(=H24. �� V S 1 1 -5 in — 2ty,1* 42 Im 3 1 16in — mbz CO O } Niverial )fr irlg w No- C7251 T m 1C;: L*L*l2x4 1C: 4x�HxrJorPl�i«alCr3-0,A�ndraignbyOttYas. BC: DFUL12x 4BC: Sh�he[io[fittf[tsyl4-04.Pu¢&ndr�[gnhy0thus. ikhb, DR,#22x4 % Loads 1) TIrds truss has bem dt=Vi6d for lhcctifnas due is 14p,.4 bottom dx rd KNe 6%d pkis drad ice. 2) This Mwbmbeen dengiedford[eefeascfwindbedsinmmWmoeuithA5CE7-l0withthefo6swingway rld9naiinpr[1: ]lOrnph 3 C, Fndcks d,(-! bWo fip, Risk CaleEmy R Ovcall B Idg Dims ZS ft x 600. h=15 ft, E3Fd ZoimTruw Ruda and w*6 owisidqud. WL— I M 3) Mi&T wn nwap attic baling has been applied in wDxdonoe. vnd[ IBC E (i1j7,1 4)A 25U to robviaglspd[tk�prn n! bed has 6ce[t applied [o the l3i ooacuarnl wish vrh[rd[ad+lvcbeds. LoadaeBl�StdDeadLced CiFM>L*d Lcwk S*ndxr Lowtionl Lei«,? iJ Iar,, Sprwd &;QmLoad FWLaod TfibNidlh Bot 06M 3-3-0 DCKW P-i 5 rsf 5 paf I H in FuMTS b% if dff=d awn rrm slat fnrora ue Uk Notes 1) l hdess no[nd vthorwise, do not cut or after any miss mxmber orplale wirbnut prior uppmvW from a IWPfeasiomud 6nginerr 2) TLc fabvig]nn [nlasnx fnF [his Faof tfuS$is 24 %(Cq =OMS 3) iia7gef8 a[e $¢ �ti�71 iFFgrpt�[IOn aFlly:InsLaIlhangas pes I1Y81Yrif1Ctl�Ys FC60rruFFcx�iaRS. 4)nfovidcsJo*wtedr toFumvpundiug. 5)8ranhwDpmdmdwithapprouedsbmthinRor'poriinspmEtTmin8 .9i�. 6)A a" faaorof I AD has been applied for this toss analysis_ 7j Listed wind uplig mwuais bwaf on WFRSQk y loading, ALLPERSONi4RkWCOMQC;t3aa,>p1.L*frxIIWMZbftMT LrxsAwiRLssnsEDIPC THSTRIMDRO DFLkV4nGAREr4Kmijc 7oRFF eiDALL I Tiuo mI0STnssSdfwatev5,fa3D Ol7Hi1B MUC17CMUNE'WUUY•&. NDQLVLF[f'A OMSISTFDRTHINAERCLEVEI4.PROr1t)=TJFSICN?a'rES1SSUDI1 T"S DEMENAND nMdtalFW=,: AWA13LEFRUMFAC2FU'CNREt S=rFSXNVUJDChLYMHgE4=VMM-C 197[iYt9AREUSM OMEGAEQUIPMFNTPEWORMANCEENGIMERING -Buss: NC-GT 1301 MONTAT.VO WAY, KE 4 ladNanre1 wallace PALM SFRLNGS, Ca.. 92262 Late: 19 14-34:50 3 76(W -()4'79 Page: 1 d 2 SPAN PrrCR QTY OUL OHR CANT L CANT R PLYS SPACWG )WTIPLY 51i-S 0112 1 000 04►+0 a" &M 2 I8in 2815 en Li 1Li I &4 NB NB 0-0-0 o-o-4 S-B-B All platter shown to he F & 20mlessalhemim rated. I-oalg (Psi} General CS1 Deflection U {lac} Alovmd CmriedLasds(psf} B1dgCodt:: CBC20LCV TC- CC26(l-2) ►{er[TT- 0.03in L19W 04) L7240 TCLL: 20 TNI-3414 BC; 0-14(34) UM llI 0.01inUP L7999 (34) Lf340 TCDEL: 21 RepMhr: ND Nam: 0.02(14) Hon.Tl= 0Ln 3 kCLL: 0 LauttlorD[]i— 115%. I= I to RP.BiCom d•f BgC.'ambo brg'hldth gqd BrA VA&h Max llo -, h"� Ci +r Upi_ft Max VAFdlfplift Max UnYB Mao lids 4 1 I in — 449 Ix -41 bs 3 l 1-5 in — 441 las Aurial Bracing 1r; DFURI 2 x 4 TO Sbmdmed crPLAns at C-3 U, Hain dusign by others. BC: DFLSS2x6 HC:57MhddctRLrE]t4at[04KFxlinrl�5ignbyOdms. V-eb PFL #2 2 x 4 LAads 1) T ni5 puss has hem designed far the leas dm to 14 psf bottom dx) d ive ko id plus dead kmds- 2) Thismiss ttnsbdmdcsignedforlheeffedetfwindbadgrnaamdm—pmwith AS7E7-lOwithtlrnfrr➢owirrgusrrdk&ncdbWut; 110mph[F�O, C, Enduscd, CvbbHtp, RiskCategory IL OvernIlBHg Dims 25 fr x 60 fl, h - 15 tit, Fad ZCM Thus, Both end xrthc tortsidaal. nOl-= 1.60 3)Minkrm emcWmk[cDarlinghasboatappliedinwmida.roewithIBC1607.1 4)A 250 6s awti ingrspri,aklr pt,iru ]uacl 6eot implied to dtesc caun,rrear with adted®d+ ]ivC bads - Load C m Dl: S[dDeadLoad Eisob+rd [nab Maltko Lamtm I llxatiem 2 Llira#ivn Start L6M Ind I zap TiibAldth But 0-" 5-8-8 Dorm Aoj 5 pIF 5 plf Member I" cwces pipe udulm. mfftia ID, rno CA mr mid face, [rw wry &a iFddmaM1=n rm ala Free} Q*JWw OMW far. Mxft aca x m ur tm rbk T7. m to'kws C+4RHCc#on S111ttHtu) CKd Tram cusm thaw Qu Odes hla EL' 1-94 NB BC yna N(*S I) Lkffitis nnrrd "bm-wi ;r- do w nit Or Aim vey wss manha-ar phW mf d) vt polar approval fiun ePirrdm nd Eng7a= 2) T7te [Ar[Lair n t kwm I ur I his load rrtlss i a 2a % CCq = it+411 3) I-lzt pv mr for graphical mkgh-matins only. Install hsngm per maaufktiro% reMFMnrnde[rgm. 4)Ao-k&*uatedmr wtopat—[pondins- 5)TiraoehtttcmMaudwithspprovcdSb alhMgurpsuiinsperBraanSSmmary[ OA aeV f axoerjf 1,00 hays bcm applied fm this truss midysts. 0301 ESSI iq No. C72517 T K- F lC m 4LLPER90t,SFAMCUTW,F�FRB['rMCROQET,4LLINGAKr[tLS3 ASMU'CNTESTk=LU[(.WLWAw1NC14REIIw5'Ix[1['IFDTt MIlt'MALL [4ueRtitild TiussSafLw.uev5 33� OFTiEIh�'[R[.K'LLC�C�SLL'*'ll'b4lUhS,V[+IDQ[J.41,j1;1CN70TsSS1Tfr[7[t1llL�f'1}lLiLaAd3PMEG5LPRi7f]Lf[T517E3S[(T41+Uf1E�LS5l�►Nhi71�5�5[LBi,4wID ��MetalPio�is 4VQLeaMFRCMFAC5XUPON R6QM.MICW%%UUC Yf%VHMF,%Uf-VFW.00hIti[i'II]RSARELSM OM EGAEQL PMENT PERFORMANCE ENGINEERING ERING Tnyss: NC-GT 1301 MONTALVO WAY, 5Tr 4 Awalm walltace PALM 5P[tMS, CA. 92262 Dale: O V19 14:34,51 760-423-(A79 2 of 2 SPAN PFrCTl QTY OHL OHR CANTL CANTR PLYS 5PALINU Wuj.JPLY 51W 0112 1 0-0 ll O-Dil Ojm 0-0-A 2 18 in 29 & olf,ebwKesshown Z s y truss err PQ Pb and the teaettons arse tar all plies, Irko idmural tnrsses shall he 4�h wrd � s+s, ptrp._ : + x Na)s crQm NuBjm9n.135`x3] TC- I tow @ 12 in ot, BC -2 atW4wud mws q 12 in cc.l kbs . 1 row@ [ 2 iu ar_ 8)N 1lmHpVUcd]Dadswe-do ORflip gbdmduirrgpirticroururtxxorinstabatiomitrstallauonactorsonthegrdtrsi aiwcsupp[uzodbads ate uWHaL Whir apglird lords am on both sldcs of gitdm double the sp� sad instep half of the crate m on one side otg rder 2M tlxn flip d= &nfr to instal the olhrr half ef'the oNw wws m rheof,pvsirc silo (at double dw4r r or s7xrang}_ Cara aws on apposite sides of Ow &dtrgwa be affsK. 9) ]gaal bracing be Malted roeach ply 10),U fm[rnm minimum 2-I J2"tang, artless odygwise aowL 11) XmIs in 1st and 2nd ply shaE be offset. Timm sucawsfve plics by 112 the rnol spwitng. 12) N mtcd wind up@h aWioas based ea M VIRS Q * baling, ALL PEkM sAUMCATHrxKAxrXu+1aER3CMrjCRrnE7}1LLIIa ANYMWsASEDLFONTIISTPM DESIORAMNGARrMRUCr-lW'rURU--ER'FI)4LL Tn3esnilatr mSQiw9.xvsb33U OFT[ Enz—a U im. LPXTKP WANDQUMI CAXX SLr[FUMIIN-HIEZACML-AR,IL LPRLUcrts haste%rarn� l&.S,I DV4TEI`I] IS EESIINAND Eve mew AOLUIS RA19 ABLEPRCMPyIELFCN RED ES' r. CV SK74 V1LiDGPLY ►4HMEARF.MF3C4I . ARE LSID. OMEGAEQUIPMEN T PERFQR ANCEENGINEERING M1 MONTALVO WAY, SiF 4 PALM SPRINGS, € A. 922W 760-423-9479 Truss, NC Job.Nane:wssllaCe pale; 00IN19 1434:45 Page; I of l SPAN PITCH QTY OHL OHR CANTL CA.'%TR PLYS SPACING INU-I'ny 7-54 025112 2 0-0-0 0-3-8 040 040 1 ]Sin 35 Ibs 7-8-12 3914 7&4 3%4. o--5 12 211 3 7 Al 4 • 2.11 o-a-o a•a•a 3$ 14 7 5-4 All rules dwwatohe Eagle 20u*mothervnse noted Loading (psh General CAI Deflection Q (60 AYowW TCLL: 20 BldgC.a&: CDC20W Tr: 0.15(l2) vestTL' 032in LIM (4-5) 1.1m Trn,-; 21 TFI1.2014 RC: 0.16(5.6) ltatLL, 01in Ll994 0-51 L1366 BCLL: 0 Rrpmtr; ND lfb: 0J0(3-5) 11017.11-r Oin 4 BCDL: 10 LumbmD.Qj-= III k FEES j H 1F1, Bnrrn 1'i' B Ccmtxa � Bp��id�t: t# �Wicilh MaltRean hiaxC�avLJpLft MazVlSndL:Pbft �1axUlthR &fixHarix 6 1 ISin # — m 47M A- OL- 4 1 15111 — 4wm # No. 7217 �' rn Malarial ]Bracing TIC: DFL#12x4 TC: Sheatbgd-orNLi5nsa6►3-0,PuS3idmignbyothen. BU: DPLN 2x 4 13i:: Slxattxxinrlirrhrpgat 10D-0,Aulindesignby0lhas Vkb, DPL#2 2 x 4 Loads IUIl. 1) El -truss hm ban dmignod %r thecfWs dua to 10 psf ba[tum dy d hp-13ad plLLc did loed9- 2:J This trtlsshmbow d=$p6dforlhtelfcasofvondkiwkinaocmbncewiehASCE7-I0withihtfAwiiLguserdrfinedinpur; ]lbmph(FaclCmdj,EKwposue C, Eacbsed, Geblq Kly, Risk Categmy IZ Ovcma Bldg Dims 25 ft at 60 ft, b = 15 ft, ErW ZcneTwss, Both erd webs awidetd DOO � 1.60 3) Minimum storge atliclawding has beak apoti d in waxwd n m with IHL'- 16(P-1 4) A 254 kn rnvwir1gl4nkk:rpoirrt kQd t:as Lxa1 appled ro thaBC oonumv t aiLh mherdmd - bye • LoadC"ase ID 1: Std Dead Load DarlqmdbAA Manbey Lo=ionI Lx-auu,'_ Lut•.i.l:i SAIMJ Am Load FawlLoad 'I4ibWdth Sot 04-0 7-5-4 DEF%n i 5 PSC 5 psf 18 in Member Forces 1k�2Lk&ARXi1*PCIb,Mtl MrrMW"JAKP-MM9WPf.b=jE4juu=fpc 11®L'.ELAftZjOnljf k�r�cI4T JYCapannC�4G�IF Ti' 14 CLI47 -mThc 23 LL144 4741M EC vdh6 !6 C035 -313N 5 0102 S.'%Itn ;-kb s-i L-5 9A77 519 N (4 L 3n1 34 Ur Am P. NUNS 1) Unless rwred of gruise, do not cut m ake t any puss nvff xr w pbte vA Lli >m4 prise a PwA km a NU&Ui6n81 Engineer. 2) the f9nix3tion takstau= for Ws mof trues is 20 fir. {Cq = 0.90). 3} Hugs ae furgcaphi®I inprprerpuivn only-I-Lanhangers pet mmu&tu e's reoomuxndlaioris- 4)RDvidea1 quatndraiWtopmvcmponding. 5) Br3m hatom drop$ with wrnved shealhiTIg or puvlitu pmBrad.tg Srururwy, 6)Aaerp fiaixro f 1.W hm barn Wpbcd fvrtNs ir+-Lss arl*ms. 7) LAdd wind uphfl asrticros 6Eed on MWFRSQdy kVding. ALL PERSOMFPsHR CAT 1' 1'L*4xRia Ep=hu(AImEU1VT AI MTJSS RAND 4fa7NTMTRUSh IOIGNDKAWiR.ARBMIRUL'ri3]•SORFFFRInAIL 17i�8uild�Tru3s SadLwa v5 t3i33Q CFTI-IED6IRL]CLIPS,LJ,h1fTALIM AND Q[1VIM-CMOrS&uliMI-1R+IUILEAUEWXVJ.PROLAI . rR9I-A11�I3.5:-M1►2I IU19DMCNAM 1 Eaglel►7 JAIP ..L,l AWMf Lmi-LI-R(Ls"kLP�lRE3gLFSr L7E.5icw ALmcmv► HwF faBmE AL,C'ON�.1msARE•t Erk OMFGAEQUIPME1NFPERFORMANCE ENGINEERING Truss: ND-67 IV MONTALYO WAY, STE 4 IobNwm,wallace PALM SPRINGS, CA. 92.262 Date: MAW 19 14-K 5 ] 764-423-9479 Page: 1 al' 2 SPAN PITCH QTY DHL QKR CANT L 4ANT R PLYS SPA(:lG WGULY 5-M 0112 1 ODU 0." 0-0-0 0-&0 2 19 in 2$ Rx 5-0-B 5 B-& 5E9 1; - I n aw I 9x4- NC NC ova o-a-a �-ate ALI plates shuwnlabeFagle26wrlessothefMse noW Loading *0 General [.:>SI €]sflectiou L} (lac) Allomd CwiedL, a&"f) B1dgCode: CBC201tw I *.26(1-2) MGITL: 0.06iF3 I_i999 {3 4) L1240 VIL: 20 TPI 1.2014 RC: OV O-4) %lert JLL: 0.01 is L-P L19W L3-4) L 136O TCDL: 21 RefrMftx: No- W*: 0.02tl-4) FkmIL, 0Ln 3 13CU1 o L,.nnrzx QOL' 115 % iACDL-, 10 ' Reaction If Cumbv B Wilih R SJ p W4kh Mat Rem Max Cray Ii Max W nd t ft Max i1 ' it Mm HM?. � .`•f �� D 4 t 15 m - 654 kK 42 E:a 3 1 1511i — ry3a11K CO 1 d%ftrial Bradng LOU 'r No. 072517 ` TC: DFLOf 2 x 4 TC: %Esi dorFin#osati-3-4�1,AutindesignbyOtim, ar� -,:D BC; DFL SS 2 x b BC: She&I i ar Hums A [O-O b. P1Arhn dcsign by Odm. Wh DR.02 2 x 4 L]a& T JV11- ])Tma Musahmbomde4igaedSmthe cffevtscUz-eo10psfkal+mic.ba &wbcdphu&xtk,ads. 2)TH.9 Crum bl tom &SIgned $nf[hn efCec7s olY&A badS Lt1,V mdAroe with A.9CV - 10 with Phi,%Fgm�ijkg a s-& d&-E=i input_ 110 rnph T-x�nredj, ExprXsffe C.L GbMig; 9)Rk CsqprKyIl,(]eerallBltlgD]mn 2.5ax60ft,It-15il,Tad2.T.,13nrhL-d ,Lh,ANnsLdenW, DOL=J_6Q � 3Mmhn=armvmicbxfinj%hasb=apAl dinaxt,ndatwcwhiLhIBCi5f17,I 4)A1501h5nvuvmg+spFb*k polmloud1zbow apphcdwLhaECconnmuwittyudwdead+Eve bads, Load('aw D1:SId17eadLced DisailKarall:na,i� .A.,mbze Lu, door I Lmzairm 2 E7 Wton 2 .Iri 9tad (JWd Fad Lnt)d i rih w th lira (UM 5.-4{? D,nsn pml 4 r,.r 5 pL{ Member Forces Thh1e!6dVW WrtcID, mw�mp "bm AK oupL bu Lfdffaaahuhy� Nc&brx) Uib kKm pm Lrk%i -Xnbs jcaww lihdbs mbk Te Wcb I I Truss to Truss Connectim Summary 4mied TnJY1 Haig Chad �m Otl 1 -NC W 1-94 -NC W Notes 1) Urkm noted dher+r9se, 61glut u,t cx Acy a„y truss armt erw p6re without pfiac aNmmilfmnuPmd'rssiur3ABrpnac 2) The faW=ion tokFwW far this roof cuss is 2D %(Cq= 0.gfrk 3) "Mg rs aieforVaphirsl in"TFEMion orillchrSWIIROLeM per manufZtundy rowrrrn n&iOra. 4)PtuvideadequatednbnwetDP'm* cPmang. 5) Wax bDttwn dw3fd with qVimi3 shdhing OF pudins 1,c Bnring &icy, 6)AaaW faaoraf 1 AO has been opphed forthis to m una ysis, ALUE SCM F4$RICArP %ems ERBL'IShX'C&M-DU rru :ANYTRLISS BASEDUCNMS-Ixt 55 tMAN1FJW1NUARF.TGAL1 I TrtK&a ld�Tinss Snftuw.ue v5�33p {�7LfIIS1Rih'fIC[1S LL ffL°i17�r>$4[VdQOgIIIjCl41 {SS1Ili]ti[H4Y'Ji FJd�F.MFG7I.PRQ1ifCI` LLSI[ Id71E L53L(�W17Fi71�5C651CdPwhD �eMcra1Pkducts A�F4IL1IsL>iFRiA4EACILEU kRN RJ3XE r. DESK-W 3DUE ON Y WFFNFACT5MEf4L CO}i 5 ARE l� OMCGAEQUIPMEN T PERFORMANCE ENGINEERING 'Fntss; NLJ-GT 1301 MONTALVO WAY, SIP 4 JobNanue; wallace PALM SPRLVGS, CA. 92262 Date. OVCW19 1d34JI 76&423-9479 Pagt: 2 of 2 SPAN PITCH QW OHL CHR CANT CANrR PLYS SPACING wriTIPLY 5-" W12 1 0-M (W 00-0 ow 2 18ha 28lbs r) s1Y "foams inuRivu,,a=pm wi3" wchans atemr i i Lnasseabwkai3dxl as ws pa _ ] ['1dIsor{im[ti&ils[min.135'X3]TC 1[ow l2ittoGBC-2staggmind ma�c712inocVktt5 uyI f�l2inac S] N4xn applied bads we on one side of g"udex do noc flip jLrder during gialL aAuR wr iratbUw6 !mid ootne[ w an the g;nier side ulwae supExxtcd bads amepplied-ArhmmffliartInnisazonWhsidesofgjftdoublethe spw-ngtadinstallhalfoftheuonn&tomnnonesidcafgirL wdthen flip IheF.Imlerla iio[O the offim Iralf [k the uAmK r[m m Lhc Pp pu5irc s[& (A double the owwwor spao.ngl. Connxim Orr opp wite s[dj� ut Lhe girdwsh3dbe offiC. 9) Y wal Waving sha➢be attached to each ply. I M All fautnw" nn ninlum 2-1 f '� , „flICR3 ahet,wise [bled. l lj Na in lst [rod 2miply shad he aff= Soto auaxssLve plics by 1.12 [hanedl spy, i2] Duedwind ioft me&ALqxm bass rm MMRS Ghh I ai& ALLPERSOISFABKCMU%r-;FRCL2rAHeS.']IIk1CRMAURIC+Alh'IFMKkSMLIPWIMSIRLISSD67o]IxtAiwgQAEIy15tRWMVT0RPFFRTDNI Tn-3LBLm k rn-Ltiy,Wtwmru5k330 QVRE LMWWUI NAMiQUALII•ZCJCER SEFFORD UNTIEfAQLNIl:isN.M0LWlSL7MGNNMEISSLIED% IHIw5DF-MiNAN7 F��eMctalPtoduClS AW-4DIEALM@AULUlMRKt.Y51.D6 VSL (X YWWNFMSYWFA ,CKY+WMCPSARELSFD, OMEGA EQUIPMENT PERFORMANCE ENGINEERING Truss: G 1301 MON1•ALV0 WAY, S M 4 JobName:waLlaor PALM SPR1VGS, Ck 9M2 pile; WW19 14:33:99 76(i 423-9479 Page, 1 of 1 SPAN PUCK QTY 01HL OHR CANTL G4N'TR PLYS SPACNO V1flf.iTIPLY 2A-104 0?5112 12 0-m. U46 00-0 0-H 1 2441 1161hs i 25-1-12 d�412i A-A-14 1-3-12 5•E•10 4-11-2 S-1 K 10 7 12 3tr6 14 0 12 5x, - q4 4-11-2 4-4-4 20-s-0 24-1" 7-rf - T 2x4 I 6A - AN • 7.4 • 73 - Al 01}-9 "-a 1.3.12 4.4.1< 4-11-2 4-11-2 4-11-2 4-4-4 1.9.12 5•�•16 10-7-12 74-10-4 All pialeg shown inbe FAgle 20urllessdhetwme noted L.n dl ng (pa) Genera! CS1 Deflection L1 %cj A&PNed TCLL: 20 DldgCode: CBC201fs1 'IC': DA9(34) VmTL: 6.7ill LJ424 (11-12) L124Q TrT)L; 21 '1PI1.2014 BC: DAO(10-1t) %W11— 025in L19W (11-12) L1360 $CLL: 0 RcpMtw: Ycs 1kib: 0-70(14-12) Harr.T1- 0.03in S BCDL: 10 LambrrD.QJ : 1119E "-0 II Reacfl 17 3T B Cranho l3 WdLh R Wdih MaxRcwK MaxCT&Upidd MaxWrdUp1Lft Max Uplift ucft MHbrix �¢C 15 1 15 i33 — LM bs 66Ihs S 1 15v� MalerQll Bracing No, C72517 N' T'C: DFL SS 2 x 4 TC: sh> boi crPudins at 2-9-0, Pain desigl by Ott cts, RU DPL,% 2 x 4 except: BC:: 9heathrxiat RuGns at ]{]4}U,ILrlindesi byQ[has- J� MCI 2 x 4: 14-15 3 i VLhb: DFL #2 2 x A IV l l Loads 1) 77vs truss hm burr d=p6d. forthe effi rts due to 101xf t"tvm droLd liw-loadpb3s dod loads- ` 2)Thistrusshasb=drsigred1'artmc&ctsofvindbW5inaaaoidmlocwithASC',EI-10withthefag inguwdefinedinput:I10mphTWoRdllxposutr r U,Frdad,ibWl ip-Risk Calq�twylLClwera➢ Bldg Dime25RxF6A.h-15fE,Tara7rne7pus,Roth end uebs.Umsidered.DOSr1.60 Y)gaimwn64,09 callicbodi09h25beatappliedinaom0rda=viith1BC1607-1 4)A 2501bs T=Nmgjspdnkiapm3it k%&i has hcm appfiod to the BC cmarreIt with alter dead - hvr kmd& MannherFllreps 7LNcin AMrtnf[i,r�[5t_,�a s.-aa#km-ft-rq-milk'�.0n1..<.-.......N.«J. is L1c' 1-2 2! 3 9.1154 tl= ,2.J12Jbs a,S37Lm 34 41-5 DAR ILt 4424 t1a —.ON b., 56 G7 0.671 i12.i7 4Q3011. L% b 940 0.+M zmzih& 11-12 Ludo %7W rw LQ 1l IM W 4" its v b 6-10 0.411 42-5L 14N Lr.IM •1-1Oarl M3 rv6u3 -419A. 1-Ia 1110 7 11Rh, 3.11 0-177 9Mb6 69 0.145 -1,1851bs }IA U551 -L.Sr . 4. DM3 -30L In 7.9 11.57a - 2,6T31bs L4-12 0594 3Mi iw 510 p•gEy,S -55DRtt 7-8 DA79 -1.42811e z )UakssrateddixrwimdunutandmaltoHnyUussT vrpb1cvd1houtpriorappravalhomapr &:uiarLdErgin= 2}The fabricatiflti idler. rsce for this toodu= i3201Yr {C:q= 0.80S. 3)Hangersaeforgrq*AC23inbepeetUi0n0r1y.kU13a NW2xpmmatta(AAUXALw9rrmtaid3tioutis, 4} Av.ridc adm' rtedninagata p-=poi &ng, 3} Brow NAtomdxad with appivvcd;hmlhing or pwfim psrBLacing 3unimmy. f0t f = one web of lhis buss has hebL d=gzd m1h apwwl poirrt in ttic web, Al paid pains on sacb webs shel be kmed Wmia y p xpmdlicukrto the pm al the tnm& i ve al bFwes sha4lx imtalled wi thin 6 "uFMK�L wrh prmdpgint- 7)Aa epFamof1.00hasbcalmpp&odforiluscussambrgis, 6) Listed wind uplift nmlziiuns bw=J on hi►V1RS Only loading, XLPERSOMFABRIi11i 43,BA14XIWAERBZ M CR IhSTVIDA3ANYTRM&SEDV'CNTM7RLWLSiKNDKWINGAKLLPSIRUL 11=I77URFFERTOAM I nimmWTAWWtwoev54330 CFTHEnWRUCRp15.ISKEDWMIMSC71?4IGN4ND laglehSetxlPit �C18 AVT,jhbLG MOMkAukum R1g= L7ESKiri %A,LIi7 cm YNeTimpArT F mF D4Lcom E ins ARL• t KED OMEGA EQUII)N ENTPERFOP-MANU ENGINEERING Truss: 01 1101 i ONTALV0 WAY, S'IE 4 I015Nanit: wallacc PALM SPRINGS, CA. 92.262 Date: MK19 14,34,01 7(0-423-9479 paw. 1 of 1 SPAN Prr(-Ti QTY OHL CHR CANCL CANT PLYS SPACING 4di;rfFLY 3t7-44 025112 7 0.35 0-0-0 w OW 1 241n 14$1bs m r? T11. 4 M1 iTT 4-11-2 411 2 4-11=24-11-2 4 17-2 i 0 541-14 10-7-21 8-14 24fi-0 25-5 2 34 4 gg 2x4 6x;2 G,25 12 6x _ 2x45xi0 i 2 5 177r19: 5 I'll I2zd 4 7x1$ 9s le isx &A - �-9-6)4-9 0-0-0 ,1 D{I A -fill d-11 2 4.1i-2 4-11-2 1 4-11-2 4-11-2 L {I 5 6 10 10-7-12 1r6.14 2d� 0 _ 2i 5.2 W-4.4 All plates sbivwn to be Eagle 291Li11055 adlelvvise nod IIxiJi11g(psF(;-cvcral cm L1FtlpCtiigll U (loc) Alowed TO 1-: 20 BklgCo&: CBC20161 TC: 06](56) )kuTL ]Min Lin] (11-12) L1240 TCIDL, 21 TH1-014 BC': 0 88 (12-131 )kALL• 035in L19% (11-12) L1366 ROLL : ❑ P rp Mhr: Yea Wb : 038 (16-14j HomTL; ox in 9 BCDL 1 10 Lumbci- 7.QL ; 115 % m 0 1 T rr BrgCnrnho 6 3+i{111h &,-Wdlh WxRrbtt Max Gm Jr MaxNftd U '11 h4LLtiL1 till MW41miz 17 L ] -1m -- 1.876 frs 7011R ,+ 141fater�Il Bracing Nc C72517 1-L M T1C. DFL 5S 2 x 4 TC; Smnthed erPlrJirts az 2-14), Par#n design by Otbe s. BC: DR ,&S 2 x d +a trpt: BC: 9uea11ued arl alias az i 0 44, PLuln dLai�L by OtkLas, DF€ 41 2x 4; 16-0 Wb& DR.0 2x 4 V+b: 0hxMidpouuRow.3-16 � 1VlL Loads 1) This Lruss h n burn designed frutlx cflxts duc Io 10 pAbuno n dKL d live bad plus Arad bads, 0 2) This Russhas beendesignedtorthrrdlstsrhvr,ndkindsinaoa WamwithAS=-10withthefofbwingasadclinedinput: 110mph tReai-ed),FX ro,ure ' C, f ncbsai, CabWHp, Risk Cadego y q 0veral Bldg Dirm 25 ft x 60 R, h = 15 R , End inne TSuss, Bath end webs mnsidoed. DOLL=1,60 3) Minimum stomp attic k%&ng has been g4Aed in ilcoo[dance with IBC 16C7.1 4)A 2511 N maxinghpdnkio *nt hA has hem NOW to the 13C ammax with orlirrdmd + livrkw1s, Vari-dwr Fcww.K Ua ri1L'.b�. —rxi .,er. - WJ i,h 'It; IL 2-3 4Z oI62 -1121IN -1A3—�IM 34 4.5 0.573 OYr 4ak%1. 455110& 5!. Ir7 W5 "1 AR55lbs -Wo11. 74 0.307-3,411k. K LfWL 0432 I.40 Itr 12-11 -usu 6Jfr4 ft 1 1.12 0 794 5 wn w13,14 0.6d7 4,72416 Rig. 1.17 (1.90 -1 FA7 htv Iil-0 QLVS 1S?L J6 mil_ W..T1 -3p tin 1-14 DIRI -1.4%4 II'n 1-I6 4341 2.1111he 1-14 0.071 -8161W 6-I2 0219 1.139Ibo (SIP 0.TM 3,&GSha 2-L6 U44i dE rt-5 1-13 4.43Q 22%h. f*11 0102 -0361k Lt9 0.M -I.i62Ru 3- 6 03E -2,261 11. 4-13 A05e -5MIbd 7-I I OM2,i,121In Notes 1} U,16s noted oltrrrwisu du mA urt or sha my buss m:mbercu p1de AdLhout pdura VMal Sam a Rufauional I:rlginas 2}T1wfab=i0alelrarnxforLhL�,moFuumis20%(rl=OW). a} Hance is fargLaplucal LnuepfdaLion ci*. hsi.Aluuw�pa irnwwNvgm4� LecarrmueLudALon, 4) Navide sdequaic d mrLwge to p wmi ponding, 5)Er" boLtmhd riwiLhapprovodshn&Nrgarpuriinspw3r&AngSaamaly. 6)Atk6lvwwabofthistruss h@sb=dtsigxdvmhapzdpuimintlo%vb-Alpanelpointsonsudsw.bsshmUhebraoedhimI1ypopmdiauiertothe plme ofthotnuw. i Saal btaas shall be insol d w thin b "oftff-h web pond ont, 7)AotrpfvarofIOUhasbkMapphuifarIbis Lail& aA-qis. 9) F1Tn kwaihicatNidnrmIli imdpapadculstotheplamcfthetlLmNeithefthe miclpoiiA(urctilpu„n)❑rthinlpvirus(Tvmshoan),bmdwbyoth s.-S&SCSI-B3foradditi«knLinjmTnzion, 9) listed w 6 d uplift omaians barred cm WF R51l,1y biding, A 3-PFRWM RORkT- R V; H&ZLING. E UKT MC; OR ID81Q1 W AVYTR[$$ RARD ILIP( tTHIS a SS LV&GN 1X{AWIIVL3AR1HIM IRUMMTU REFM TDALL I 4 THER�IRCCf1[R> ,LL if]7�1C9S}LL�QCJAIJIZGXIT LSS�fl�lilHlL4'!HR);AQE[ dhL PRC I'15I3�'S1p1NOIffiISSLID141Ti[Iki15L1I 1{�lRf Rl CnlellLlEage uss5nfiwau�vS,i�T?�R A1€tuAHLJ•:riel�wl tJVI3E L4'at+f RBgUEST 1;£SIQV WL��1.Y�4T->�M1113Pi3EblElnl.l)L:![]It � AR); L6"!� kale Metel PrncllCTs OMEGAEQUIPMENT PERFORMANCE: ENGINEERING T1-t s: 02.-T)T 1301 MONTALVO WAY, SUE 4 JohNarne:wallace PALM SPRLNUS, C.A. 92262 Dare. Q3yW19 14:34-0.1 76(}411-9479 Fag:: 1 ni 2 SPAN PICCE QTY OHL OHR CANT' L CANT R PLYS SPACING v rrTJPI Y 3D44 Q25/12 1 U3S 0-UO 04M 0-0-0 2 24in 13111% 34-7-12 6 `rd 14 4-11-2 4-11 $ 11 2 G•11,2 ¢11-2 5�10 17 12 15 ti•14 2a6 4 25 5 2 3p 4-4 rn it Y31 6f 0.25 12 241 %4 1 s ? - 5k5 - A 4-11-2 a-11 2 J 4-11 2 4-11 2 4-11-2_ 5 �iq 10.7.12 15 fi id 2Q-t34 25 5 2 3Q•4•4i� Ail plates aamtotoEagle 21LrdeC R Ah-twSt rsoteA IAading [psf) General CSI Uelktiion L} ft) Alwed T1 r7 : 26 B1dgco0ce CDC 2014Y TC: 031 (34) i+l t 7i: Rf 6io L1636 (10-11) L/244 TCDL' 21 TPII-2M4 al^; 050(li-12) Mal LE-- 027inUP L/999 {10-111 L/360 3AL: 0 Repiwlbr: No V413 0,48t113} HoraT1 olkin S RC.M : 10 lalrnha i],Cil.. 115 % Reac, FESS, daan ManV M jr 0 A. t �� ljrCon�ilo 11 11,fdlh R dS Vrarkh hflxRalG a><Cm�v Eft �SndUplift hiaxLlp6fi Ma�cFiaiz 14 1 15in - IX61rs k316s ! L $ L 55in 1Min lg511158 CO Material Bracing 1 No. C72517 tq TC- ❑F1 N 'Ix a TC: Sheallrad crF11r1j11s at ir3-0, Fuefir design by Cdhaa BC: DFL S5 2 x 4 BC: Snc�hal rx [3 rli ns at 1Ll [1H1, l Jl d igrr b! Ol>>ns WAY DFLlr2 2x 4 Laffils CI 1)Tlistnashasbeeadesigw]furTlretThmLketulOpsfNvomdardlivekeriphEdwd1Lcltis �� f 2lllri5 tugs tuts bom dcs "fortheededs dw todrag b%ddistrihubdak,ng shewm4b alongdre hcllandiuui from W tn34-4,4:215 pif, [ F 31Tli5tusghmbamdcsj"fortheeff&-MofwiedbedsinateaduAmwithASM-1Owithlheft&MFguserdefinedinput: L10mph(Fa7tuwvdj.$'P' lrte 1 C, Gsdt m& CdbkfEEp, Risk C auVry H UyaEd Bldg Diltls 25 ftx 60 ft, h, 15 f1, Prd Zoo Truss, F1nth mW weds axi6 dered. DOL.= 1160 4) Mnimmu storage antic loading IL" 6cur applied in ecaordsxx with IRC 1607.1 5) A 750 bs mwirLglspar kla point bad has barn, applied to the BC orxxru+ut vnih ntlrerdeld+live bads - Member Fortes MblOrKk= MffdW A nrat sa nmt vent dam, WM m.Ve k.41dnPPIr bran tress uid rtnorl 7C 1-3 25 02A U319 -2 371 Lb, � •FoI � ) 4 -4-5 11315 W1� -3 31 LI. -3--1t71h, m 6.7 0.2'10 AIM ,1;4317 b 4,77e41hs -4-�M kn If-]l GAM Z94eIN I2-13 a3NN 2.4-22rm 414 0—"9 1173ALLn 11-12 WM 3r428INt 13,14 0.119 -615bs RM ;KLS+_ tttar I14 (I.M R4tIFn �Ii GWR Mvk, 4ISIa 6R'_ 10 A Un 1 13 UA76 2,475 ba 7-Il 0.L51 1.11411z, ifd51G r,- 0OBO 777IGs 243 1367 -6t8lbE • W 4AA6 4WItft rk (L3FH 1.4MIFs Noes 1) Unkss noted otherwise,do nol p,i or Am any buss rnanbmw plate vAftul prig 2PWval fmm aPMFesakmal Pngin=. 2i 7ile fsbriwdon tokltrlcc For this roof truss is �0 � {Cq = 0-&Ql. 3)HdngeisfirSrajkdadintr�on".Irjst tlangerpe,rrlatLU�imisrerpRmgXS iQrr. 4)Provideadequ tadranegetaprevmtpending, 5) Snrc Lwtlam olaosd with approre�l �ttr�fnn� rxpwl<z1s pa B1a4ng Sur1u11a}'• 6)A aap Wor af' 1.00 has ban qV&9 far Mj.% truss m*sis- aLLPee9orMRasklGas l-LkIAX ,Q I Gpt> ZU%iMANY'MLSSB SI•nI-p0[wIus'Iizl6SPUaNLltaWsl MEil�SIRUL3W'lURU7ER7nAL. l 'r.BdkMTnrssSofkw. 5.6330 C�7}�L`LS7R[]CRTCL3rrilhfflBTSCX6AtQ}QtJ4lff[C�Q�L[SSETP JHINTfEI IvIISI�SLki2Cl]lFCI5Uffil�14MFS1sSI1FDWrrH74•ASDE5IGNkND IchSetalPi[>'3x1s Auka AMEFRCMRAME.[ KNI PMX1WT, DESIGN V11IDOM.Y WNu- [- L E mEPL.crpm 'ms ARr-usED F OMEGAEQUIPMENT PERFORMANCE ENGINEERING Truss: D2-ITT l COI MOMALVQ WAY, STE 4 JobNa rm: wallaCe PALM SPRINGS, CA 92.262 Daic: 03,+ W19 1434t[13 760-423-9479 Far— 2of2 SPAY PIPCH QTY OHL Ow CANTL CANTR PLYS SIACINU PVT UTLY 3d44 0.25112 1 D-M Olm O-(-O 0-00 2 24in 131IN F? I nc,ate51ga17oruusmur1�9uusasaemptyananee[ea[xtamsate[Or mp[te.,lvnLULRUQWtWlds Sr= bebwlanaat[mCiS[d Rhllprv5,ptrPly':lt]d WisarOmNailsUtun,l35'It31TC-1mw@12irLor-3C-I msvLi)l2inoc,V-irtw@12inor $) when RppicdbW9 we on ane side of 6rdkm CEO nu Rip �;u lhuing lx>txsanor i[tstitll[atllr[S, it a1 ruvxtpt5 on the 93Acraide uttere supponed lnmfl, We LLPPMl_ �Vhen t asd loads we on both sides ofgi da doable the spmng and i nstd h" of to install the an the apposite side {at doutle! the orsumaor span ng i. Co m[a m on MVcsite sid of the gitdershsll be offset. 9) I srcd) kWFT shallbe at:aehed to amh ppt 14}AU fmicimm minimum 2-1{2"bng, unless otlwrwi=nctcd. l l) N01s in 1 st artd 2ndply sha4 he qff= tan su=sive phs by In theneol sfiecing, 12) Lasted wind upfit,eaYia a nn Nf%V tS Only loading. ALL PEWWFABRI AiM4RkNDLI C;me r>ta'-CPMD4I2CANYR1.65BASaLFCN1-15IRUSSCFsx;? LXLMlMARiuWML)E7MT0 EFER TDALL I TAwBuild�TnusSuftw=%,S,6330 CFTHEDSIIP.UC'E3 M.IZ+II7Y�ICS.+tiNDQUALMCalntt�$ETFUUHINTIECIaLmujA.trtt�otx rsnxSICNNc7F1E5lS5Li vrmn DEsma m aveaLEPROMFAaEUPCN�u[>bSTDESlCr4Yjj axwEENEaeiFmFmi.00hb>com4EL15m Eagle MetalL+tvr is en OMEGA EQUIPMENT PERFORMANCE ENGINEER[NG Truss: 02 1301 MONTALVO WAY, .qTR 4 kbNanw wallacc PALM SPRE40S, €A. 9ZZ62 L wr-; 4 19 14-34_N 760 423-%79 Page. 1 of 1 SPAN Pi'.CC9-1 QTY OHL CDFM CAN L CAW R PLYS SPI UNU WCiTINx 311- 4 Q5112 2 C}3-$ 0-0-0 0-M 1 20in 1351hs as-�-lz L1y.R lrs-iG 4-11-2 4112 A112 , 4.11-2 4-1 1-2 , 5 8_10 10.7.12 1 6 14 20 6 0 25-5-2 34 4 4 Tn 47� 151 6x fl-25 +g - k%4I 6 4 f� 74 g Fic4 4z ex 6 - 7%1S Mkl 8 Bpi 5%B • mil I rr610 4-11-2 d-77-2 A-11-2 4-11-2 4.11.7 5-R-10 10.7.12 15 6 14 20 5 0 25-5-2 99 d-4 All platesshrk mtobeF2&Munlemotherwise11t71ed. IxwAng (psfj General CSI Deflection 11 (lclt:) Allowed "COIL; 20 Dog Cub: CBC201iv TC1 iL%(1-2) V%TL: 0,93in Li382 I Lf246 TCDL: 21 TPI1-2114 BC: 0-83(11-12) %EdLL. 0,31ia L099 11 Li360 BCLL : 0 Ref Mbr: No W;b : V9 (1 13) 1 iorcTL- (}.1 in 13 BC'Ul,; 10 LumbexDA.L; 1157E ReaIC11L7A] Pf $rgCoaiUo Btg141dth RctriSlgWidL17 M104 � 4LrrRea7 h4axCrj%olJp1ft 17r1aoLylindLlplift i4axl;Pt<fl t4flutFkuix "'Cd{• ld 1 1 S in — Vw R7s 691bs $ I 55in IMilk 1y13flm �{tD A4 Materloil Bra * =: DR -SS 2 x a TC; C K� No. C72517 r4 BC: DFL&S2Ls4 HC: Sl7tathcdorFiuii77sat]{1(]i1,R7rindesig�rbyQ111 - VdHj: DFl, #2 2 ■ 4 Loads 1) This Muss hm bt=dmignt:d fruthe amass duo 10 LO Psfbo(loun dwi h t bad plus deli ]Duds. i V1 L 2)Thisbuss has beardesigaWfatthe effecesdwindkud%inaamwLmicevAthA9C'.ET•10with the fulknvingusrrd7fir7rdinput; I110mOCPaxoredX C, D ri3sed. 6"Mp. Risk Clegary 11� DvnA Bldg Dims 2.5 A h 608, h = 15 k, End Za cTmm, Hoch e M can%idmM. T]OL= I M 3) A4itvmum %tnrrge attic loading hm been applied in arr, u1:r,r= with MC 16M-1 4)A 2513lbs moving] onk lix *at ba,1 has bm wtied to the BC oDnaumix wish other dead+live loads, MenimrFurces Mbki-i'')&rtaa3=M—:1kwr,�Tmaa.prf=rFdfamr9omnesaaal*me Wytnom raftriom5('111Mmdv%nim dwuiLa 7r 1-2 aim -1.Wi J. 3A 0 525 6,710 RN .46 CAN 4,8U H6 :3 E5�U -77131e 4-5 M-16-54DTI1b era WAI I .XL4 Ats K J,10 q)49 2A9 Lbs 11-72. - L 5,713 pa La11 0.7r1 44141k IIII nrai 4na111 Ltd, t-N U169 1-•1mN 2.1'_ fltd LIPAJe 5-10 41W ,va,N, 7-0 ackLs 3 I. 1.13 arri 4,1nIN 1-:2u.t344 4V71dn &LO 0AI8 2,1r)ns Tz Mv -JAWRa 213 Utah .i,nYsit. :7 Q179 9MIN 69 CLLs2-1.3111tb Notes 1)1 L71tss aft or aftermy truss r1Ie ubef orphle witltcwt pmwgTmwn d from a Nnfe worul Elginea 2Rbe fahticelinrt totam>r fix die laof t7uas is 20 %(Cq = aWb 31 Hang¢ is for graphical intnepTea ion milt'[ Intilall hangerpermanuia.luiff's temrrnWIdatiut d) Pm%ide sd"e drainage to peve w µxdlnr, 5) Etmm bottom #w111 wi th app wW shwhing orpufhas per Brati ng Summmy. 6)Aaoepfa'huuf1.Wh4brmipplicdDxt1ll5kiusbtlWl sis. 7jListcdwinduplift mmiambriedcmitAW RSOhlyk7adrng, ALL PFRSCASts4BRLCATQVCkHAd^Sd.Il~1GsEQKTIMOLiII^8'L7vU1CANYIRUSSASEDCK11f7HSTRUSS MIGNU-roWIIV ARL1M-1RLX,`[f T0REFERT[1A11- Txtle8uil3�T�asSa�Lwarev56330 CF7HE1t49TRUC CML"=01,SATUQtALMIGOlOP1.5SETKPIRMIINTIIGTIgaLMHUNLPR[]CUL-FED51MMA13SISSU331 E111ISoMCNANID F g1 Mr1a1P7adrets AAMAR1FRKM>;o,aEUPCNREOUBTDRISKNhLIDCMV&ENEA(-12N1hTA1XUP4N13L'MAREUM i OMEGA EQUIPMENT PERFORMANCE ENGINEERING 'lntw P Bill MONTALVi7 WAY, STE 4 InkNurie.,wallact PALM SPRINGS, CA. 922262 Date: OWY19 1434,05 MR-423-9479 Page: 1 of ] SPAN PrTCH QTY OHL DHR CANT L CA(V'E R ; SPACWG V4C[711LY XI" 025112 9 0-04) O-W 0-1 -0 00-0 27 in 92lbs 20-aa 02 &U-F 5-0-p- 10-0-4 15-0-6 20.4.8 eE- 6.I ` 2341 6xf- 6 - 0-0-0 5Q2 5.0-2 All plabea shrrum to be Eagle 217 rtrdess ather+rrisa ruled I wdl (p fi General T1CLL. 20 Bldg Cade: CM 20761 TUDL : 21 TPI l -2D14 BOLL: 0 Rcp ham: Yrs ocDL: lt] LunlbeFDDI,. 115% �42 5.0.2 5•b4 10 0-4 y5 0 6 20-0-8 L5I >C1e#leCUM u (ae) Allowed '1C:: 0.29(2.3) M21'n. (ILMin I-JBg9 (8.9) Lf2W RC: 0-52" WitLL: UEin L)9" (8-9) L1360 V4fb: 052(1-9) Hora1L• OMia 6 Reaclim Jr Bra Combo Bh V�tdtll ROB tg Wldtlt MA ReM MaX Gran UPH M=Wnd UXtt Maas Urohft Wx 1-onz 10 5 ti m 1 (lul I2'33 4xs ?S do 6 1 15 vl 1?23 n NWerigd Bracing 7C: DR -SS 3 x 4 TC: Shmflx iarKu¢ ns aL3--0,PullindesignbyCC=. BC: LK,#12x4 8[: Sheathedor[iafirtsaL]t10t7FurlintksigrlbyOtttas. Va. DFL *2 2 x 4 Loads 1) T116 mass has bum dmipni kTthc dims due Io 10 psfbonom fond hve loud p1w d®d k>ecks. 2) This Busshas beetdesignedforthe&cd%ofalnrxibK6in=oFdwcewithAOC.E7-10with the fpkwinguserdefinedinput:IIDmph(F=aedl,RKpc le C,13 Z CvbWHlARiskCMV)fY1L0-100R1d9DiM25ft:r6M.h=15ft. FrrdZOreTnW,Bntlredwebs mresidwd. DOL=IjE0 3) Xfirnmum stonV.. attic bold) rig l a4 befti qiplinl in amnnhr m with MC 1607.1 4)A 250lha mvving/gir tkkr Point bad has bem applied Lo the BC mtaammr Ah odttrdot +live loads. AUn prFoms 'BLIe.dK 7.Ticfl.,rcacsl. ari�ro�(hmeom..raoe�elr�nii-sn�n-di�r�n�ri•..t.a...rr,,,vr, �,.hr..u,,,,x".mra. A w No. C72517 *, m TC 1-1 DM2 an Uk 2-3 r,-7Q -r,ri. :u MER -%vnLbc 45 421e-!111"11* FK 14 i1V5 2-rL Lb, jsM {15JV '..v71M %;kh 1-10 0.r31 -I,133 2-b U.1.2 (K -V1 Ih -i�€t1r L-9 a 2i 2,721 Um IS 11M -M b, 5-7 IL483 2516 2-9 4,WD -W7Los " CLIW 91.sl:t 9.6 R140 t -1.136Ila Nafts 1 ) nhc txty truzs manhZrnrpiatc Withuut priwapplotial fiwn a PmRssiarulE ngw= 2)TbeL-dmc2t4vn Lw7iefJl "awil1LsFwf lnw it 20 %(Cq � 4.811), 3111u4F Is Px grsphicl inbeprt:loritm u* h3N[A h2mV rpcmm wf4=rers remmmff dgt cxk. 4} Ru%i& x gllmrc d>�dItagcto pivnnt ponding, 5l Brwe bottom d=d H1th appr(vci Ah cithing or puftm pa Brwiug Saiimlaf'. 6)A a-eephdof cf1A0lm burn upp&cd fw this uw5 atalysis. 711 isttd wind upliftteaotions based on MVVFRSOnly 63ding. C L ALL .PFR9CMPABRIC,9MNL9AILLII^k3,EsliEiZ' 40CRII+I.4TAliIDIEi'AV3fTRTSSRARDUPC]NTIos'1R1.5::17tBLUNURAWMARER.MUCIEDTOREFER TDau. I Tlae8ui1"1—&:-fmm,,5a6.330 cFT1 m15rR[Icntxis.l t mQt.r�I�Ic. iohiss4rXLclxuwlI&E�> mat,Mt XUPSD03lCNNOMls LMVvTIH1MFzjeNktalPr❑dmis Aotnq >;FRMFJlI L,UPWRUu .tiSI'.MLCN�KMCMYV4F MFMIF.h1EEkL0M+ID XR5AREsUW:) SPAN 164-12 OMEGAEQUIPMENT PERFORMANCE ENGMERING TnL-& Pl 1;01 MONTALYO WAY, STE 4 JobNdnlc;wAace PALM SFR NGS, CA. 92262 Datc: Oai04119 14734-06 760-42"-91479 Past; I of 1 PITCH QTY 02_5 f12 4 i 5-5 9 � Fr5-9 w- OHL. OHR CANT L CANT R 0-0-0 &M 0d-0 430 0.25712 2 16-4-12 SrW 10-11 S 31 PLYS 1 _ 5-5-9 16-4-12 SPACING 'AUTITLY Min Aft 61- 2x4 � rxE - 6x6 - 2z4 I aao 3-5-9 5.5.9 All plates shown M be H:a& 30unlrsa d herwise mted. Luaft WO General GI - TOLL: M BH9Codc. CBC2016/ TC: 0.30(1-2} TCD]L: 21 IM1-2014 BC. 0A6{6-7) BCLL; 0 RephEr: YIN ►56b; 9,40♦] 7} B%DL.: 10 1 1umhcrDLLL. 115% 6-04) 5-5-10 Sr" 10-11-3 1 16-4-17 Deflecth m [i [loe) A111mS %1mTL: 0.16in I-1999 %-7) L1240 MO LL: 0.05 in L I M %-7) L136G H=TL: 0.{}1 ui 5 Reaction 431041 ppf E5S j J-I' bygCmmba 8Rorl Byt VA-1th %17ff Rc-v Max Gm UFikft MzxWTkd llphti Max uKh mm Hotia 5 1 1-5 - 10.00 77ms Material $racing Tn TC: CFL.SS?x4 TIC: Sheathed ❑rPtahns m4-", Limn design by Dtbas, {7 �rl BC: IDFL#12x4 13C: 5txsthMorRrlinsstlUOO,I na�i�tt?yaLtt�. � Na, C72517 rm Wn b-.1JH,n2xd Loads � 1}'Ibis hiss has beers designed fordmeffext� due l0 10 psf bottom dxxd Ave -bat ph& dmd k at, rvlt 2}ThistmrL%hEmtmmdwignodforthee&dsdwind bads ina�or>.dance►uirhA9=-IBwith 11vfdOwiaguscrdefimiinput. IlomphlFxxaadl F C,i uk dGab]dNtp,RiskC�t ar}'I�DJdallEldgl7irnsi5fthb4ft,h=15fr EtLd7�oneTnas.Bnthcuiv mu�ciddBd, IlOLmliffl +�,` 3) Ar1 fflum straW xtic kmrii rig hale heert :ttT1Lai im &%xmdmxc with IRC 1607.1 4)A 25O Ihs rwvi(gfepru*Jtz print IoWd has beem shed to the HC romatt v= Rich otlxrdead +1Lwe krlds, Member Farces 'ante 3-03 —"ram sMOWEX M--,rwte,s,rrWpMA"ram onlrtmv=aw,3orala,amUNC TC 1 1-4 AIYu zrottnk 12-3 4.236 2.trut iln 13-' rQY" -L. 4q Ik, 1 I JJa IS LUX -alit[ N 0L" 4K IM +li ".: •YI ?.mo Rrt 1-7 OA X Z. LM Its 3-G 0.0i0 -5�a L txt 45 0.1 L2 -1" 11c NOWS 1 J Lfrdcss notcd aths,ai icr dvrxi an oraha mqy imt:;b ntmAer ue *r wirWL t psiwapptnraltivnn aFm&siarelFngiu= 2}'[stye inlxitatiat tal��ferlhlstoa�trncsia 2i19p {t�= O.N[7s. 3} k3angaa ale For graphic8l irrt,e�et�ivn only: I2,teft hangers per mamufariul�'S m=„nrno�dBtiveu- 4) ftinide aloquwdr inWt, to prevent p mding- S} Brreboff= [bond with gTrDvod shething or puri m pry Bra Dmg SmT me ). 6)AcreePfk1arcdI-Whasbeen s phedforthismussanalysis. 7} Listed vAFLd uplift 1P2dicw baead An MWFRS CW* haling. 4LLPiRC,+tw1iFAMCAMWAHANELIN7•cER07EMORIPIS"D\LL1NL`ANYTRUgSWED UPON -BIISTR4.t55L]1=5IGNMCVUU.AREIh15TRL.4'IIDItaRISQt1MALL 11�>P}ierilrlJbrtuS6$t�twellCYSb:��p CFTHEDUMUMOTS.lA=CIIISA *DQU4IJ}Ztr'11➢1C7•SSErF,C H L4 IHE:LMIU.MFD4I. PROIXJCPS DEgGlf NAM US= WMTHN=CNA?4p Ea,* Metal PLUt M-15; planA EgmmEAi7 a. -- nay .". fn OMEGAEQUIPMENT PERFORMANCE ENGINEERING Truss, Q 1301 MONTAI VO WAY, STE 4 In6Flarm: wallace, PALM SPRINGS, Cry 9M62 Dwct 0^19 14-34:V 7% 411-9479 Pvgc: I of 1. SPAN PITCH O•Y OHL OHR CANT 1, CANTR PLYS SPACING )NT-, r i Y I 15- 12 -M i12 3 "-0 r03d 0" "0 1 2A in 1110116s TT i� 2a•9.4 1 512 3-t}15 5-}-g 5-1-10 1-5- 12 5 1 d 1 c-2-13 15 d 7 5xf - 640 1 q8 ? - 5T - Fri-9 Of34 20-6-0 2x31 OrrB - 5i9 - 6xB - 2%� � 3.7�8 7-5-12 5 r-4 1 Q2-13 15.4.7 All plates shaven to he Eagle 20 Lrdew Otherwise tided. 5-1-9 20-6-0 Lauding (psf) General C:K[ Reflection 11 (toe) AWwcd — '[tC : 20 BIdgCodo: CBC2016J TC: 037(54 %tTtTL: 0.47in L1512 19-10) 1.1240 TLi1L: 21 7T41-2014 BC; 0.74(9-10) VatLr-� a_15in L1999 {9-10) L1360 3CI-L: 0 Rep Mho: Ya Vkb: 0.72g tktzTL: 0-01in 6 BCDL: 10 LumbcrD,O.L,: 115 5i Rt fL--fi(m IP utmemba S RW1h 19qdBrgvmrh MaxRemt MamckvwLtm MaxRinduphit Max UpIft MmFkiz 14 l 3.5 in 150 in 1;2m b, -61 ms $ l 15in — 1,273N Material 'i'C: DFLSS 3x 4 BC: DFL 41 2x 4 V& DM*z 2x 4 Brc itlg f[ '= 5hcallni cJ fiulins at 31}O, }iulin deaig0 by Ctm. BC: SbmdxiwMT35z]D-O-QPurtndesigaby0thds- Ltd IlThis torus hw bash dexivaW for the effWs due to 10 psf hnttcxn drnni five laed pbs dud loads. 2}Tly� auss ]� born dcsigrtcd Fa the e8'eas of wind kaads iv u�ixttaxC widl A9CE f - i Q with t1x tallo�►ing user defused irputt 11 pm� [Fa�,xatodl, C. FDdooed GmbW Gp. Risk C4%gury IL O%wd Bldg Di=25 i3 x 60 it, h = IS fi, Fyti+l7L111 %ins, Both and webs DM=140 3)lwlinin7ucn stnra�e tic kx�ng has boon implied in arorudanw with IBC IfiQ7-1 C A 150 2s nwviltglapnnklesr point 6md has htmn Vpkoi to the W oonavW with atLe<dead + kve kwiv. Mt.'.Q*elr Forces I4b1 kdom ?&3bcll7 mm Q fm mtw fuor; lam avfx fmm if' 0 ect tan mE% a®1 fa¢'f Lidq#Kcm pcm Thai Nlk&ae ihrwn [5 ft b* TC 1-2 2; Q.210 V.141 -ZWUm -nJIr7LM 4-6 -141 43-a Q3-15 4.453Lhs .Ml;WS 6-7 072 •-l"39n I 9C 'klo 4-7Y 36141r Itr1r ab*� 3,1��, 1k6 1.1d ti 1111 1, 1 d-11 tlfm hin!b 64 M5 -h7duk, 113 0,90 2,y4Qlhc -10 02U L,3131Rs 7A 0.7L4 3.742hs 4•11 0.170 -795l�e `.A 0.045 4041bs 7-8 0.124 -:J�bs 1y11 0.601 3.L301Lx 614 Wtl 5"1h Notes 1 } r lnkm nntCd athawlM do rat cut or altarany Im" rtttrnhcnrplr¢r witNWA pnor 4TMVA ftnm 1Fk&%&itmUJ Engi M �� 71Ye fahrival W3 tq]p, � Lhls 140ItNSS 1S �} � {� = 3)ItanMisfrwFal" dinttepEa"cmwily.histailtngeFpetmantrmimisFummnxnda[inn, Q Provide a*u2e draiaW to pmWrgL "rlg• 51 Brace bottom diced with appooved shmd%3q Lvpwli.as [mr8redng 5unwimy. 6)Ar lo& om web of khis tn3ss hm been. designed widk a pmx] pL,im in dx uc�. All p w4 poiMR on such webs shell be brxmd l amal v pepmd cedar io the plim of OR tames.I -A b==sh9heinsl kJ within6-otvwhvmbpanelpaint• 7)Anapbawof100has firattl,fredfor thissni .zgsis- $) Ilk" win3 upA reactions bawd ca MlP ,T-RS Only lo-xUt. YOESSi No- C72517 ALL PET Sr,+MCATM LRA1MIWAERBZTDOCRngFUUJJWJANYML55BnsrrDU'M'11fls'LRLUSDESlCNLRAWMARE IMMUCTEDTORuIRIUAL ITjmBmkMTnkmWtwtuev5,f330 oFTHE I 4L'Ilol*S, IMTOONSnra7(XIA -uicEaXM SU FCFUH IN TiM UACU MUaLrftGDLrrS mKa; Nufa LssLMWITH 'i1 ',DF r[NA EagleMetal Rr��rtls AWLABLkt-RUMMAt3EL"REZLE5T.DESJONV.LMONLYINIENr UnMhLALi.06edLKM;ARF.tSM OMEGA EQUIPMENT PERFORMANCE ENGINEERING Ti m& Q]-ur I Al MONTAi Vie WAY, STE 4 JcbNwm:wallace PALM SPRINGS, CA. 92Y)2 Date, 4"i}U4119 14.-34:09 760-421-9479 pow. l u12 SPAN PrrcH QTY OHL OHR CANT L CANT R PLYS SPACING )WyTiFLY 2D-2-8 -0.25112 1 a3-S 0-3-4 CtUO 0-" 2 24 in 991bs Q -� 1 13 6-1-14 BA-15 6-1-14 0-3 4 1-2-13 7.1(ml 14-0-10 24-2-� 1 4 1 B'2 2�4 1 5,5 - 12 0.25 TT 1' 1•�-iS B-1-i4 �-1-16 6.114 t•8.19 7-11�11 14-D-11} 20-2-8 AR plans dwoLmtobe Foe 29u]lessdherMw wed LandInglpA General CSI Deflection u floe} Allowed TXIL: 21] $IdgCAde CBC2OIW 7C: O.M(4-5) "TL 0.19in L1999 (7-8) I-Juo TCDL - 2.1 TPI1-M4 BC: 03b(7.9) Yard: 0,06in Lf999 09) Lf360 BC'LL: 0 Rephbr: ?.b Vft: 035(2-9) IEMTL- 0.01in 6 RC..-. 10 LbmbcrljOJ . 115%e RC2LCl7Afd X. HER J'r RqgCambo BJv;RidrlL I[ dSrgVrlfh Max, R= MaxCaavUpifr hiaxYsirtdllpFft hlaxEhJtift hdaucFihiz � •4 IO 1 lSin N;A [r4s -ImItK 3'FA }--I,+F-4Om -630.ns �] A, 9 1 55 in 184 in 3,457N 6 1 Ilin -- 979bs No. C72517 N � � NtgterLal B1 ACutb TC: DFLOi 2x 4 TC: StrrarhodcQHlrlinsat(r3-l}.[iubndesigpbyOlhrrs. BC: DH. *] 2 x 4 BC: Sr i w Pt r1 r1S I U(14, Yurin desi�r l}y Otivet3, Y-W DFL #2 2 x 4 C1 Loa& i) Tlis Wss has been designed For the effects i1w to ID psEbalam d►xni live lard plus dead loads. Z Tlis miss h& been dmgrrad far the efferu dw ro dreg W4slriWvd along shear nms along Ehe bonam tltood firm 04)-0 to 20-2-$; 215 pf. 3) This truss has boca dcs VW for the effects of vend LmLls in a¢aaiaxe with ASM - IU with the foaOvAng usa deE roJ LELpuL: 110 mph (Ria rai). Expmm C. ] adosed G3blc?%Ep, WA Cagpuuy f4 Ovcr aI34 Dims 25 h x 60 ft,h = 15 IL Fi d Zone'1nu9. Bath and webs ayutdaxd. DOL= L6D 4) Minimum storage attic l mkng hm Mtn ag3ood in amordancc with IBC I6tT7.1 5)A250J6smmioglspAF larpoint]nodh&bmnapplalLQtheSCmvKwmtwithothadead+liveloads. h?emkrFarces T*lcidkWm TC :-i 02w L-J7ln J 5 0.3164 43930m l3C i 7AZIR alaF. ?•* A357 J--v N 99 JKLLRi 4,Y211x 940 111% Jls IM t*h An gZy i n7lba •I-x 43341 asOEb 4 Qil9 1 71 Ihrc 7 vx; Aid Ito 1-9 4.W I.Suit* O.DC -im1h9 Notes l l Unkss noted othttm&t, do not cut ar Aff any inas numheror pie without prize aplmuA harm a Makmiani Bngir3am 2] T1xfalrir2donlolerace foe Ihis rtOiUuss is 20 %{Cy m D, 1- 3) Hu4marlotgraphicalinngmation only.IrntAIILV a paermAJdwcesmamnxrdalLoin. 4)P—idexN"ed4nWtopJe-tpundicg. 519mmbottomchardm1hglj' ftvcdsh=thrngorpulinsperB=g&mroary. 6) A aegr factor of Lill} has Exzm 2yl far thu rruss ruJalysis. ALL MUMS raaxteMuur RkND NQ BU NUOR RZTUia+ ANYTetiSS EAsFn 1.¢3atvrwS TRW DESjCN DRAwu,) i,AR LMIRU_ llf az Ra-uj Mn1l. l rrueBuild�Tnas 5oFtwam v5 G330 OFaED, IRUC' Q'S,1 WMO! SAM QUM-ffTC. QN$ SE F RM EINTI E rua L MELA .PRUf] =C£45 M I UPS ISSiFDW5ffl THIS DCSICNA6D AvkmA iEFROmEkQLZ ]F4191WLWT, U� lC-N Vj-iD LNLYRHEN EAa mETAi,cnmvR-P)Rs ARDLRiis. Eagle Ialal Pt<KlJcts OMEGAEQUIPMFN T PERFORMANCEENC:llVLERING Truss; Q1-DT 1301 MONTALVO WAY, S-1 4 JobNatnrwallacz PALM SPRINGS, CA. 92262 Dale: 0YW19 14;X-08 7fr M23-9479 pw. 201.2 SPAN PrrcH QTY OHI. OHR CANTL CAA'[ R PLY3 SPACING Wly]-yLy 20-2-8 -025112 1 0-m 0-34 0-m 2 24 in 891ts 7) Due tO r„q*rve FgMM au in wwvity kw wses.spedul omawions to the b=ing swftxP.jxjai:ixl may nmd w bc oDm S) The farces shown for this mki-Pt'trass &e ritr fay arl the reactions ae final plies. Tkw identic9tnrsses sltd Ne bLaH and alrahmi m fukws, pm p�: ] 6d NilsaChia Iaa oka.05:]Tr- -1 mw@12inmBC-1 mow@12incc, Ww m-1towCP12inoc. 9)Ailm AMcd bah =onOtteside ofgjldQdDnot f5pgtrdtrdunnggrrdrrawANd4winsttddim,irgzAwarWomoilthe gtrd�rside W)NesappodtdkT" arappEml.ik4 app4odbed€xccutboltstilesofgiAEKdoublethe spaxngandvtstalihalfufthearemectwssromsrdcofOdaandthmflipthe&Naas in" the otherhaf of thd[.vrtettots ra thooppwite aide ial doublethe nxmoacr spw mg). Conwdors un uppi-mit--md6 of the gi>drs ghall lx offs- 16) Lma it bracing shill be ulathed to eadt ply- 11)Mtatamasntirmun2-1R"]arg.unkssashawiwnoted. 11) Nailsin 19 44 2n4 p�r shall broAsei fiom suwa-Moep km by is thenadspacrag. 13)LlswdwimdV]ift. havodonWiTRsUnlykand g• lu,PfRSob35Ts"ERIi�dc',,t�AI>I�G,ERE�'lrnlGC[tII�STw�[aG.�*rrzxusse.tt;IDl¢�4N'11g57RlS5DE3Si[3aTstrtwfNGnRLII�stza<tx:iria•tot��rzvw. •[�gtiild�'i'n�Saitwazev5•b4 oF'>ran,4�—rfot�,[.¢ti+II'�+uIo(+sN��x1,v.�[C�x�hssGn�te�xuv•[r�ra��r�w.r��ntar-rst�rrrar�ri��ssi�nwilflTwsfa�Slt3�l.at+� Ea�leMer�l�ncdurrs AY4➢-M31EPPLMEALIELPa@fREq=DEUMVJMfMYVMFNFACE EbEM 'fLYi.SARr•LSPl"i. OMEG.AEQULPMENF PERFORMAINCF. ENGMERING Truss: Q1 1301 MONUALVO WAY, M4 MbNartle:wallacc PALM 5PRIIV S, CA. 92262 flair. MM19 1434:O9 7E0-423-OA79 pagt• l of 1 SPAN PITCH QT'Y OHL OHR CANTL CANTR PLYS SPACING VKMPLY Z-2-9-aZ5112 5 M-5 0-3-4 NO 04M 1 24 in 92lbs , 20•9.4 � 8 i i3 s•1•ia 6-1-15 1•&-13 7-10-11 14-D-10 20-2-8 1 41 Uxy- 2 � I gxg _ 12 6 0026 T a.el•n a.q-a i 1-�13 Fi-�•1d 6-1-15 �— — 8.1.14 ' t-pia 3-11]•11 1A-Qyrj 20-2-e � AllplamsgmwnrobeEagle Wunless &erwiserxed. Loading (psfj I (Aneral C5I Nflectim T1 000 ABwed TCLL: 20 BHg Cak : CBC 201 &/ TC : 0.73 (4-5) ltM TU aM in L1579 (74) LI M TCDL: 21 TPII-M14 BU: Ok4(7-M N61LL f112in LfW (7-9) Lf-W PCH:0 RgsMtsr; )ks ►%: CL7012 fiaraM UAIin 6 BCDL= 10 lumbarR)UL: 115% Rrachat 03l04/ TT 8 Cumtw E IMiNi RqdftWdr4 -what RAm MaLGnw ? 1f1 Mm Wnd U 1i Max U A MBX HIM ID 1 15 in NA 01bs-1,92416s -2w Ihs-1924Ibs •63 Ibis 9 1 55in 3.69in 5451ke 0 6 1 15 is — 9�9 hxs s ] Material Brwing W No. C72517 TIC: DFLO 2x4 TC. Sbmd)eiorPwliLsai2-1",PwlinLksignbyOtlm. GG BC DFL#1 2x 4 BCc 511athaliorlifhrLsaf4-7-O.Pa ndesLgnby0thens. Va, DFLr#2 2 x 4 Loa& 1) This trm- hm bw1 dmigwd for 1hcdTeas due 10 10 pxf ba[an dsoxd hveloud pkls drsl leis, C+ 2) This mmhas bmndoipodfnrtheeffm5aw1kkuisinaocadzmwiehA=--Wvnththefh&vmAngnserd&roJ rpw: 11Dmph(F&2umX �� L'� � C, Ewbmd, Qb16TE1p, Risk Cak" IT, QwmA Bldg dims 23 R x 6M, h= 15 fr,End ZcwTn=, Hoch and vrdm ccngidm4 UCH -- I b4 3) Mimmlun stnla� atticloadinghas beers applied it arxo[duwe.w lh 1FiC 16u7.1 4)A 25D Ihs muvinglspdnklcpnim bad hm bait applied to the BC cxwanmu with Wsm dcad + live loads. Member Forces lukudukta:Nknt-11). fMS w M dbmWMamp. faufdFee,ti rknug"6xY0�Ilyk—Vs wmdw30l8bEWdvxninduukk '11c 2-3 3-3 DAW DAIN -1314N -IAWIM 4-5 0-731 079ft ?y0 CUM -17.Fu `J ?.hn tb•. A v :jA r' JPPi b % -1,7311h, ►Yeti 110 afee 2,4-U 34 DAYU 474B. 24 O VV 1,141 ft 48 D 6115 14-7 -'k3t ke 51+ 4.485 -W 1hs 28 MI VA91a alffl -Wbs rkk&S 1) Unbss nosed alheraise, do not cut cr Aff sty mm manna orpbfc vArhoat poor approval from a icnel Fngtnxt 2)777ate,faab_rkaionIcba,sccttxthLsradIr siK24%{Cy=0.Mi �� i r'• �`+' � f�[ �,Ia�YCA11I1�30t8i10Il 00]1�411LSt�1�P✓IS per]I]�Y11�fL4d9 iC04[NIICTIdfl[lIXLi #j F►bvide5degua[cdcair[agctnprttirntponding, 5)Brwebinundmdwith4proved OxahingorpwhmpwBre[kgSummay, 6)A =W futWut 1.00 kas beds applied fm tivs truss analysis. 7) DX ro rxg*Vo t[apiQM in gravity bad cases, speciaftxx0mlkxLs to the btmaing 4udkc W j Uinl 10 may rAW to be mmdmd 8) Listed wind V5R mmom ns hawA nn MW iiS[, * kodn. eu.PM;x hNRMMm gHaPrpl_UIUr 9LEt_`TUZOFV6TaaLlMokWlRl. N&SED[.FCMULu MLSSDMKNMwuarA EMFM1.-=TOREFERTOALL I Tnr,13tdid9TnwSufLwmmv5.L330 CFTHEL%NRL>L,II+M.LrMYLU QZAND QUALC'Pakixm SE I MUM IN TFE EkME MEM MWLk:M DES IGN NUM M LID hT1HJIB 5DESI1NAND 1 f-4&mtwPmdrlcts AVT A U FROM EALU 1 FuN FBZJE7r. DPsm Vhm Guy 1 egjS 1ED1LCs] 0&5_'IURw ARE tbFD. OMEGA EQUIPMENT PPRI'OKMANC'E ENGINEERING 1301 MONT'AI VO WAY, STE d PALM SPRLNGS, CA. 92262 760421-9479 SPAN PITCH [STY 4Hf. OHR CANTL CANTR 21-30 -025112 11 0-[W 040 0- -D 0-0-0 5.3.12 5-3-12 0 TTT �T 11 Truss: Q2 lobNaw,wallace Date: UWIO 14:34:10 Page: 1 of 1 PLYS SPACING WGTIPLY 1 2din 951bs 21-3-0 5-3-12 5-0-12 fF•3-1P � 147 B 15 11-4 21-8-0 6 -3-12-3-12 5 S i2 5 3•'2 �a-3-12 iD•7•B 1 `r11 { 21.3 fl Alt places Shown Cuba Eagle 20tud=CthelvA5c Hated Lmd ng (p5) General GSl Deflecdnm Li 00cj ABuwed Tun- 211 Flkigrude: CBC20161 TC: 043{4-5} MATL: 4S9in Li42.2 (7$) LIW TCDL: 21 '1111-ZD14 BC: 030(7-8) N%tJLL: 0.19in L1999 (7-8) L13b0 BCLL: 0 RepUx: Yrs Wab: C.78(5.7) Pkrc7L: U5in 6 BC X: 10 LumberDAL-: 115 % ]R�eactian IT fi Camba 6 VlidLh RI 8 PPh Max Rena MaxGrav C SA Max Wnd Ur EIl i�Llxlf 'it Max 03104 10 1 3 in 1 ito 121?2 ibs ana 6 l 15 in i 301 bs A, AUierkd Brachag ':c TO DPI.#1 2 x 4 TC, ShcarhM eErPlulirtSat 2.S-1, Plutin dasign hyOthes. Li� No. C72517 Lq BC: DF,*l 2 x 4 SC: 5" 1crAtdins2t 1040, Pmin design by odm. CC Vkb: 17PL.N2 2 x 4 except: DPL.SS 2x & 11-10 LuAd5 Gx l)'lbmMssha NCDdesign kTtll'eQaxsduelv10Psfbarlamdioid5vvk tiphtsde2dkak. F CLAk'L�� Z lbs truss }Cri b m dmigmd lbr the Am of wind kark in wmniame s irli AN '.ET - 10 with tlu fu%wing uur defined inpw : 110 mpb TwomdX C,EwkmmACahWULLp,RiskGregoryQ,O.&ABldg Din625ftx(bA,h- 15e,FeldZA-mTmss,Bothend vmmcomidwxL d{)L=1,60 3) A4i nimm stfuap ettiaiaading hw, bmn implied [tl wwrdam with BC 1609-L 4)A 2501bs itlovingispniA-kr pmul iml has baen applied to the BC cmmaaL with Wiff dell +. livckxlds, 5)*+-Moms p2"Wind kladnr has hem appliedlomr mtcr11•I Melllber Farces Td*xd== hkrrLLrt lD, miLCXL ftm Beier u�, ; rm amp. bmif dEamt imam asnl foal CNybm p=tw lOflE m *v-n n dm tabk TE t? 123 QXS 4,77+Ws 3-1 a&m -k775 Ox. 4'1 fit -9 9m IIx 8C is IS1F DISC 1412bn W.ir I-i0 i117fd -1,111h. 2-R 6.7K9 I.JA-lIM xuP> ;um l-9 16tS 3.1133i m 0.045 -W71h€ tr7 L7jfi 4p)3916s 2A DM -9K.w h" U-M W3PW 5F6 0.02-1,19411e Nam )UnlessT"ffdaihVrwise,dDrwtCutofafler3lytnLS§mcnberurpkicvrilhorapriorensovalh maPx&;6 WFriginers. 2) The fibticmian tohF= forOi5 mduun is 20 %tC'q = 0A)), 3)HarMisfor graphicalurizcVrAm molly.InstalhangerpermwnlpxxufersmcNmrxadetinn 4)Pmvideadeyugedrai> toprn=ponding. S}Brauchcm mdrollwithrivedsl"tkint,urpurl-ins pmFlmcingQvnmay, 6)ALkmtunrwc�Qfa"4W5hasboatdmgxdWWI apanelpoimiothe wcb. Alpmclpoirtsonsuch Webss1WbothreadIttuauypcxPcxiicuk-to the plane of the Erum LaLa'T6bmzsahaht*inxtdlcdwithin6"of€xhweb pawipunt- 7)A aeep iaetorof 1.00 has been applifd foe LIAs truss wdysis, 81 Usud wind upliftmwttom based onMWAtSOttly ba ing. 9)ParapetTL-0.02in, 2LMI (11-1kAlDwAleM-/120. ALL P1Ii3ME&MUC aurhxANELVaERBL'TMCRII^BT:41MANYTRLSSeAsEDLT NTKr5TRLSSLIM( 4IMA%U<,ARF1M-lRLX,7m'lorci R7nALL I TnaeEuikfS�Trass3s:itwatev5,z3�Q (0F TRER U U=CM, Lb ffDMOi wSAmDQCL4L.1F CAnCp{S S6I f 1 [ I1*rM C At3ii �1 lAL PR[7oL1 T F5Ii7d P.JE5 IS91 ED %Tn 17115 DPSiCi4AND Ed& MAW Frad wLs AyLA EFRCME4I�« PllRBXESLDEAN�fumcmxWRENFm3.FmF.TAI.[j3NN AREusm Im Iii GMEGAEQLIPMENT PERFORMANCE ENGINEERING 1301 MONTALVO WAY, S E 4 PALM SPIMOS, CA. 92M 76D-421-9479 P11,04 STY DHL OHR CANT CANTR 0.25112 4 0-DB 043-[} 0-00 "0 I Truss: R JobNarm: wAace Darc; 0'4C19}1914--7411 Pap: 1of 1 PLYS SPaCIIVG WGTJPL.Y 1 24in 231be. rillplansshm n to beER& Xtullcssoimr jsedoted i enersd (Sl Deflection] T1 &c) Akwed TELL, 24 FlUgUode: C3C2016) TC: 0.1](1-2) MnTL: 4-OBin L1h75 (4-5} Li240 11ML: 21 TM1-2D14 RC; U.34(4-5) SErtFI_ 003in L/9W (a-$} L1360 "C[d,; 0 RepMbr: Yes k> - 0.04(2A) H=T Din 4 BCDL: 14 1 LumbaD.CL: 115 96 ReactioJt 03 f04 1T BrgOanbc 8Er_1Hdth_RWBrg idlh [4inxReae Um GranL-plift Max151ndUlrili UpNf. ]wfixHneia � 5 11 55iri iS@in 'SRws —55� — 3371bs 4 1 15 into MstterLd l3racfllg TC: DR#12x4 TC' sx2LhcdcrFTrrlinsat63-0.Plubndksignby0tlaas. HC: DI-L#12x4 BC: 9mhtdcwPluSMMIO00,Fudndmi8,hy0Fhaa, VftL DEL 42 2 x 4 exmpt. DFLR] 2x 4, 2-5 RFL SS 2 x 6c Cry Loads lj T1n s :rows hr.� bad-r rkt3},rxfd fat [1Yecrl'adc doe [o 10 psE6ul tern choad 4vt bad plus tlta[llaads. 2)Tiriaws5#3�s ttcfcsiywdfbrtirccliiad�sr{windka[diirrpru' ]10mph Qaia a ,Expnmmr C. Dlck*MX. 4c p.Rimf avII, mHBkIg1711nx25fix[8lR,h—L51�FJlrtflu3n ,Bethatd xswnsideeiDCL—JW 3)NUmmsnnstoragearlarYbulrr h bttglay�pTodin zrrrtlnrtizu�rhIR{,l€1i7,k 4)A 250 R)s nvwing)spFiu� point load has ternappkdWthcBCamomadwsthnthm*WfGveloads. $} i" - LYdla'#tP5 par�xt 11'irid l-lalrng twey ho[Yl applieal la nrrrnhc Crl Member Forces fete, or�c 1 ia,be @, rnx t n� u,r}r %rcrif a ��¢r San, .� only iara� gx,rc r� 34016� ,� P m>t Notes l) Uftk ar—rd athrrwlw, churn vA or alm ulr tnKs merttSrs w *e without prior appmval fmm a llllDkziamla,*..z 2) TtteU[ht'iw I on Info urr inrlltis roof trans o 20 %. (C'q= t 30B 3)HangerisRr&- LiaOinugwmxdoaonly.LlstallhanWpermwFbatperkjmommerAadbd. 4) Pmvirle wkq=e drainW to prevtr'h prmrhng. 5) Brwbuml dead wltb 4poved ShaNng or pLe prr 13mirg S xnnkay. 61+LIW4owx*bofthisA&3b slx=dmi;nClu3!hapvulprAMinchr,rh- Alprndpuirdsansuch webs shanbehaamdl apypapmma rtothe plzre ufthmLkss. Luiaol brmm* lxLmrJbJ uVNn6" Ofeadi%rB paw poim 71 Autxp E ctai'af I AI} "— bcm 5ppSed 10T I N a tnm au *sm 8] Usted whirl uplift mar7irma hwsadanMWTRSaiI lcn;ing- 9)NgglaTUDin,21.1994{Cr1j,Aga abkZU120L �WESS/ - k1:e- No. C 72 517 T ALI.PARSOM FAMCMr%1 Q [Dkt4 L][t1iFRPf7t% (`CRR4 'Milml A,NY'I LW BASkDLIKA I <S 7RU45 Qfi ICNDRAli4iY[„gt,hIFSIRI I7< IDREF IOALL I T.BLikiaTRm5af[w.,13.633Q CF'll-IEDlYU C?%?3,L1}.9CLM1"AiDWAUPICPMCM5h1"MUHIN-aE&y7EMfM%LfjiUl7 =DM. CNFIC MISSUEDWrIMIM5 MFONAND ksAl ABLEPRCME4MElFadlvPB C7 TDENMVLM❑gUIMllNCfaC LAILL4LCO FOMSARELISID aleMIaualPmdwts UNIEGAEQUIPMENT PERFORM- ANC E ENGMERING Truss- Rl 1301 MONTALVO WAY, STE 4 lobNarw wallace PALM SPR NGS, CA. 92262 Darc: OMW19 104:11 760423-9479 Page, l of l SPAN QTY OHL OHR CANTL CANT PLYS SPAONO wGTRL-Y I 5-N 02512 a 043-0 U4U 0-0-0 0-0-0 1 Min Allk 3at4 • o—,5 12- 2) 4-0-4 1-0-4 4.0-4 5 0 B All plates shaven to he Fa§a rxtrd Dreading [psfj General CST DeWcbw Li ()DC} Allowed TCLL: 20 BidgCode' CBC201E/ TC: 0.52O-21 Mn7L- Gin UP 1.1999 (34) L1240 TC,l']L: 21 TPI1-2014 BC'-: (h-5(4-5) MenLL• Our L)999 (3-} L1360 BC'I-L: 0 Repbibr: Yes Web: 0.27(1-4) Clu1tl(MTL:(J.08in 2LY949 5 2LJ4W ECDL : 10 Camber D-O.L . 115 % Canr l CFl LL. 0.0a in UP ?L} 999 (5-5) 1! 480 13 rr 71. Wn 4 Rcac 1m 03 2 Ex>~ Comix: Err VkU RgdEr9V th IVh RE= M mCimti Uplift Msix %dUp ft C&x Uplift Max ITorir. 4 _55 rn 1.88 in 1,764 Ixt 3 1 15 in — 459 ma 1,0r13 -197 fls -1 fA3 Ix, 431t-a Mati;crial TC: CFL#t 2x 4 BC DPLN1 2 x d W9x M*l 2x 4 exePp: DF1.f12 2 x 4; 2-4,2.3 1lrwing TC.: &h�Rtaxl ix Purlins fr3-0, Plulin design by Othos. BC: lmhed yr Pufins a 10-0-0, Pwin amig, by ( ethers fit$ 1)71hfs in+u has bnm dcskpW far the eftats due to 10 psf bouwm de wd Eve bed pItw dead loads. Z This truss hm hem dmigned forthc cOwts of wind loads in ttar'tvdVHJl v ith W137. 10 with the fokwing uscddinnd ir+pu(. 110 mph (FmoeeA C:,ham,CbabhHp,Risk CAt rxyILClwraaDBldgDins25ft:xd0ft,h=15fi,FiadZnrtcTruss,StxhaadvatscodtsideedDCL--i.riil 3)hiiNrmuttstofage dc1aatinghasbereta lieiinWmmh-c A(h1SC:16[U-1 4]A 23O N mouinglsprinkk5point hd hm bml applied ru rlreBC wnarnatt pith Wwdeed +liveloads- [.aridCase £) l: SCd eked lurid l�trtn�T nrk Mrmhrr Lr�r+oi[ifLI Lnracfrm2 Didion tZ Rutl.c-ad End LAM I7ibwdth Bud G-M 3.94 Dmm l 5 psf 5Tnf 24 in AYt L M inter 1,Y-Viun Dilvaion Lund Tribwdrh •[bp 42-12 Down 33 ibr, Member Forces Tahlt �Jk : ]do-ivm a M,- =W fbm rarer mule k"m f-1 P®d 6-- acd rat fLi6�f.a a��+�s(LNh m4ow. r Om vtk w It,- a616 I''V 1w -;F.; Nd I Nrltes 1} llnk�a nrxted athw3 vr, duncst cue ora>ray IAIk� isa¢m6ccxpmlc ruitttrxrt prig :yrprtr J fnnn a Prol�sior kai 2}Thef z+tirrrtrFlasnoef+sr ibis rw tnisci�7fl%(Cq=n.bDk 3)HuWisforgmph3caljnaeprnmrtnauly.en5[allhmrgap9FmmufwKretsnactilah!7w <um 4) Providt ad" draintsge to pave x lmxiing- 5jErwebattmndiurdwithapprovedsheaNngorptldL spQBraongSumnvuy 6}AtaeepfklLvafLWhathorn ap[Aed4uthismassaoL9 spa 7}Due tQwgariwnwLonsiingr way lord 8-spcaaicaetrleaiunstothe b=,igsurfer=sJoint3mayneed tobecrosiduud_ 8}LismdwindupliftrendionsbaiedwIMfh RSOnh loading- �.r�r, ESS f No. C72517 r +"J brl_erMscs+LsWFdC, 1G.HnTl� ERBMaGgRPb-DlikUANI11z+3ssBASED UaONII-oS•IRtWMiWMiAwml 4Riu U-TEDT17RHMTOALL TRwBuilMrtts LWnvaMv5.6.330 OFTFE MUMT-UDOM. LQ+1L MCM P►*aVQ ALI =OM SETP]i1IH Ilti IHE RAUL.h UD: L FRLU= DENIM MIMES MSUED V4M ITM DESXMA1sp AV aAABIE FROM buR F U{7KREQL1 ST.171 rG?C s/ MCM Y W Hb-f L4LEh1EM t7CA+I EC-UCL5 AREIZED I l+ielai OMEGAEQiJIPMENT PERFORMANCE ENCIlCERING Truss; S 1301 MON-ViLVO WAY, Sn 4 7otName. wallace PALM SPPJNGS,CA. 922)12 Elate: CllDV1914.34,12 76()-423-9479 1 Pig: 1 aF 1 SP4-N F]TCH OTY GEL OFIR CANUL CANTR PLYS SPAQVG VrTIPLY 2.1-IM 025132 3 04)-0 6-" 0" 0-w) 1 ?Ain ]011ts 1-10-0 +1 4-4-7 44-6 4-4-7 4,4•6 4 46 B 8 i3 13-1-3 i7.5.1a 21 10.0 T T o•o-o 47' 4-4-7 4� 6-4-7 0 0•0 4.4-6 4-4fi a�-1$ 13 3 17-5-tD All plates dxwntabe Eagla201mimowerwise ma LuadingW General C9 Deflec6m lJ (Jac) Mowed TCLL 20 Bldg Cam: CDC20161 T1C: 1k4$ (2-3) Mn TL- OiA in Lf 334 (4-10) L f 246 71 DL: 21 TPF 1-2014 BC: 0.69 (-10) Yon LL; 021 in Lf 9W (940) Lf 360 BCN-: 0 Repm1v: Yes fib: 0,76(1-11) Holx'll: 00in 7 BCDL: 10 L=bm D.O.L, : 115 % 03l04 Rea�yion IT Bsgfarrhn OigRidtb RAdBtt`1WLh MmRcm mRRChwiltrbll -VAXV Ad NbxN61HOk H j l'- I 75iu i-%lii t333N - .,w4u1 F216R 7 1 7-5 in i,54in 1,3326s � if No, C72517 L. DPSS2K4 T RrzffiEdut"nsa2-7-0.PLffindesigibyOdm. LU m BC, DF S52x4 BC: RmhedorPLt<ErtsKLC>-KFvrind byCtb L W:bc DFL *2 2 x 4 except: DPLSS 2 x 9: 11-12, 14-7 A j C t' L- I)raisin,sshmdw[o10*13I IGMchwd6vCb3dphlsaeadloeas. 2)Thisbusshmbemdmigtedfurtlt dialsofwindbadsifta=rdaiocuirhA9CE7.10witl,tlEcidloxingusadefiaedinput: IlomphlFWwedl L', Endue ❑eblgiip. Risk Cosy I); CkeA $]dg Dtirns 25 fr x GU fr,h - 15 ft, Fitd %1neTivss Bath aid wahs onnsidaud. t7C1i= 1 U] 3) lwhtattlunl srotage atticlaaiing hat hmr app6cd in acnordmm ar(b 1BC 1G07.1 4)A 250Ibs mrwing}3prenkh point ibd has otherd®d+ bvc loads, Sj**-Lvdr pawpetHindkrtldiJtghastseettapp9ed1omembers1. 1 14-6 Member Forces A1n6c1D. mox IS[ nuc acid row y1&—. Fax ielf1t JXI) aW moral i.d Cltd7i-- 1-33 d- 301M ac show) k tl- ta-- TC I t,2 �,i 0321 (P4dA 3,8m ft -5 '%IGr 3-1 SS 4,1415 "17 -5 J90 bs :;.Ira Ih< m us 3.169 hs BC " a m 3.l x� , IPl1 Q52J 3SbZ� 940 04M 5Z I tlr Mkis tE P.lW-t_iTU,- 3a 41.1-4 %u 04 6e i> 17771ta 1•I I OW3X31be iq acw -3501be ! 7 OA61 1.2461hs 2-I I 409 403 U 5-9 0.3w 2031 t4s ILL 0315 1,6K L's 54 0.111 _m1ba Notes 1) UnJW noted othenaise, da rm cav err ahcr msy Intss rswnta or *t! wiilwalt prirwgT4ovA firm aPtnfi:s oc4E*rtas 2)71mfabr"�ontolexanCefordlisrouCwssi520%0=0j$D� 3) Runde ado =K drainage to- per'- p f, 4) BFs= boR= d`unl wiih qTmved shwNq or pu&ne per BTxjDg SwTmur), 5)A1 Iw one web of dNis puss has ban dcsi"with a passel point in the wcb. A4 Frnd points On a u L € shall be braced Wei* pm' pmdiculu [n tho plane ofthclruss, I-atcrAbrx)mshid]beinsiAwlviihin6"vfewhweb paselpuicla 6)Amep Prior of 1.00 hm been applied forthis trtl_ss wwy.w. 7) Lisled wind upilt =K icm hmffi on MWFRS fluty louiing- 8) Pz3M rL- W16 in, 2I)329 0 3-1},Allan able 2Ll120. Af 7_l �$C#1$1xiiRRiC474+fr� HA`�1 I] C+ Fsit� ILVG CY{ L"LST7�L1J IhC� LS[Wl 1Rl6S S/s5� C14 1 lj llS flit &S []kSIC251 �9Z41h1NCr RF IhLSTRL['IEIi IUREFHZ 1D iIl Tt---EhS1W'1'Al45 St7E r-.1,5.b3M CF71Wlr>sMVCTFQt$,L@'II7DU1CMAMQUALMCAHQMSETKM1IN711f-L&UJbr,7M1U-PRlM-I'SDFri lMAMMUMWrMTMDE51MA�D AV4[L4BLB)•RUMJtMiEL1I'Q•f1R1 i;AESIGEY'ALt'UUIVIY'711(E]YF4CdE1r1FT]tiLiYV+ILCI�iSN2EL7 h E-gaMetal P19tj1m OMEGA EQUEMERF PERFOR AN[.'G+ ENGINEERING TTMR; - S 1 1301 M ONTALVO WAY, STE 4 JoWanm- wAare PALM SPRINGS, CA.92.262 Dale O W39 14-.34t13 760-423-9479 Page: 1 of 1 WA PiI1C'H QTY OHL. OUR C:AYI'L €'ANTR PLYS SPA(1N(a WOTJFLY 14A-8 0.2512 l 0-M 0-0-0 0-0-0 n 0 1 24in 15Cr1F 4-" 4 �g6E 9-7-4 1 A-0-8 N M1 O 0.25 12 Tq. 2)41 2 - y T :T TT T '7 N —~ L . , . 6 , 4•$ A �7-0 14-4-8 AllplalessllsWntolleWed Loa (pso General CSl Defbeedw U Onc) ABovmd TCCL: 20 EldgCo&i C13C 2016/ TC:: 0.3U(l-2) '<fas TL: 019 in LJ' 8l^, ((r7) L f 240 TUM1 21 'IPil-2014 BC: Q39(fr7) VkdLL; OA6iq LOW (6-7) L1360 B L. 0 RTMbr; No Wgb: OA, (1-7) florzTL: 0.01 in 5 BOX: 10 LuntuDAL..: 115 %, RICwt1m NE 31' R Carrdxi B Wdrh RqdftrgWdih Max R4%S MaLGrau Q11 NLv, Wirlii 1tex 11 >ih i k> Herta 4 E� 8 1 75In 150131 877bs 94EA 5 L 7 in 5 1.50ilk ST7 Ess Malarial Bracing No. C72517 TC: DEL99 4 TC; S1b=hcdnrliahllsv3-11-O.PadFndesob$Cdwzv< rn BC; DR. 5S 2 x 4 BC: �rtatt�l ur Flalins 1U 0 0. FSuGn design 6y GYhas lkb: DEL #2 2 x 4 mu l: DPL SS 2 a 8; 9$,10.5 Loa&i+r++ 1) This hava has bats dmsigrd for the ffms duttn 10 psf hntlnrtt chord live bad plus Arai Eats. C 2) This truss krisbandmWwdfarthe xRedscfwindloadsinmwFdtvuccwithASCE7-10wilhthefnkrwingosrrddinedinput•110u3ph(1•artr xi),FxpnSrrre } C,EhdawaGakW&p.Risk C�odegnoyl1.Overa migDims]3ftx60ft,h=151%FMZmeTfoss,Eotht:rdwcaswmidwW.D L=1.60 3) Mnin-Lum storage w6claaikig hes b= gppled in mmilano.-%kb SC 1607.1 4)A250kbsmtavt ghpdnkkrpadntbadhatsban appHodlethe RCoDminewwithvUrrdrAd+livelaat3s. 5)''* - Il iQtca Pa" wind k)Mkog has bm, 4TRe r w mcmbas 9-1 do I" Member Forces 77hti imbAm 1•{ nbffIQ. m7[ iXL irm mA fwm{-,wx v3TVL 67CCJf if, Immmu Lwo d k—i fAdyffm3frAzat lxo&n of dmt.*- Zx J'+ 62 48 � LL21= -7'r511�. 3-4 d'^'� 7G� fat Sirda I$ {Y3fi W. ':.$ �+ O.2'Ll .31f Ilx OMEGA EQUPMENT PERFORMANCE ENGnEERING Truss: S 1A 1301 lv ONiALVO WAY; 57E 4 7uwffl G-.wAkkaCe PALM SPRINGS. C4. 9M Date: 03r174,f 19 14.34:14 760423-9479 Pale- 1 of l SPAN PTC H QTY 01FIL OHR CANT L CANT R PLYS SPACING WGT{PLY 14-4-5 U24 f ] 2 J 44-0 04M 0." 1 24 iri 68 Ibs 14 +4t3 4•98 4.9•$ 4 9 13 9-7-0 14.4-8 —I r~ v =1 TTT T I If 1iT 6.6U 0-0-4 4-9-8 i 4-9-E 4 9-8 4-9-8 19-7.0 14-4-8 All plalesahLwa nwIte F.aele 2Dur0E&%nt1temise rt td. Loading {Pslt General CST De&Kfim v (luc) Alluwed MIL: 20 131dgCode: C,BC20lbf TC: 036(1-2) VatTL: 03in L}529 [6-7) L}240 TCD4: 21 TP11-21114 BC: 051(6-7) WLL; 01irk L}499 0-7) L}360 BOLL: 0 RepMibr. No Rbb: 0,59(]-71 HMTL; 044in 12 BCEL: 10 Lvmbcra. J— 115% Reactiofl _JT Sfp Caxnho tiV)4d1h RV Brp Vaidlh _ M_wc Rxw Max CrAv L.lp" %Ilm %L0 L rkft Niox 9VAP NIWLHDhz 10 1 7-5 in I 1 in Si -N 35 bF 12 1 75in 1.90in 977N Material TC: DFL &5 2 x 4 HC:: ML SS 2 x 4 M 42 2 x 4 sx4Bpl: DFL SS 2 x 8: 9-16, ] 1-12 IDC&C4 IV: Str#ltedar[iulensai S-0.Phuliod4aignby0th®. ]3C: SF�caLhal Lx PUrti[Is � ld}O-0, FtuBn design by OHtsta n II 0 N0. G7251? m CC x Loads 1}TIN vImsshoherederipudfarthe c dwto10pefbcdomchudliVclmdphisdsadbads. / 21'l7aosuw,3bastkeidfmZwdfar1her MI.5ofYA kadsinoocatdatl %ilhAsr,-1ilMhtW..to➢awiagvsa&f,m it ,e" 110 nt{Pa1M* C. E+1clh od,CzLbkYlfip- R ak Cates} U. Ck or& 13hi1; Dims n ft x U I f1, h = ES ft. SDd 7i,ire'iYux,, Rolh end v d,9 c+�n kkied. DC.= I AO 3]MTsttimrriAwugeatticbulirig h l aqn]kcdiaaxundnutcsal4JAC Iaf7,l MA 3501bs mur-LnoAp60b r padni kW- ban bx'n TPBaxi to the K- Dwxm mu %Y'fli B hrsdt�jl -1jvC knd5. 5) ** - lndLc2DM Farepal wind k-ding hats brm app4ed ro ffiabbers 9-1 & ] I A Member Forces 7361e Wkvi� Nb, bu lA nit Cjk mac ramL ftu, kM mttp[ fnme�Td dliM ban nws noel b=1 a bbm, pw�mn 30IM6.e n h f a tuti, 7t k! ❑-VU .3'rmew 13 LRA -,70rti 134 d8 0.3a'a 4052 -!MIN W4 IL* (-M BC o-T rLN*c ;i.1w RM IN w Ifth I-F ❑fm -7Si UN 77 n w -356 N *40 (Kw9 4T7lhe 2a5 a157. 47316r: 1%12 4-5 60V .7%'t% 1-7 vsss IWAJt� MBCtm -0(iU� 6,Q39 Im1. Notes 1} Unless Hated othnwist; do not cut w Aer soy ❑nss membe, or plane wdLis7u[ piur app[rn'a1 ilvm anrufessionel Error ex 2) zfn fabricaoun wkriwefcz d ds mof mw is 2Ty %(Cq = OAM 3) I'aOMC arlognetc CiRM Be fd pmue,d PLIK[ing- 4jBrmW1vmdLadwithapproved �n8rrlxutir,spaB nS5 5W bast oft ti►:b4lhi9lnasshas been designed Willi apmndpoint in[honcb. MpxApointsmsuch w!bssha95eb7s[[dbmWlypapendjal.ortothe pLmn ofthetruss. Tid brews shall be jml4W vAltdn 6 " ofeadi wab paMpoiftr. 6) A omT WuF of I X ?wbemgpfedfort tostnusmialyxis. 7} Listed wind uplift [eacticm based an Mi vM(Dtilg km dny- E)PsspetTT:0.01ot.2L})eA( ]-4),A]lo-amble2U120 n11.Ff�SG�FOrBR[C,+41Nt•HACalDura�ERE�'TL�G�ELII�5D4llJN0liYY,RI�EASFL�YON7I�S7RU6SL�[INL'itA14iVC;eV€t::lnslxt]eI�'mRFF9tTOALi. � TtueBui.Id�TtusaSaflware4:5.(ti'i30 �7}�>1^ZSIRLICI1Cf^611MCi*.LlIA[�i�LVtii�]CIUIphSSEI`FL7QHINT1�EiCd_��7BLi3I.PR(�ix75I�F.STGN�I�ISSLJ[IsVITiH'7i-ILS�ICd+1,M1I� EagleMelalPl[rd<�[s Aunt["EFMVFACdEUPON R5Q ESTMI[i'1%AUDU lltR'f1I4FACiiFMMAT,COTd+l 1171;54REt6FD SPAN 21-IM TT OMEGA EQUWMENF PERFOWNIANCE ENCirEWERING muss: SA 1 -10 1 MONTALVO WAY, Sly 4 JchNalm-wallace PALM SFRMS, CA. 42262 Date: U &fl9 14-,A1.6 760423-9479 Paw: 1 of 2 PITCI-1 QTY OHL CHR CAhTL CANT R PLYS SPACING WGTJPLY 025112 4 0O{1 0." w 04-0 2 Min 105lls 21-1 p•q 1.5.0 3-71d 37-15 4-4-6 d4-7 4.4-8 1.5 d 5 0 1d 8 8 13 13 1-3 17-5-10 Pi -1(1-0 n-,.F, 11 2 0-3-a 0-3.0 0-0�D 1-5-0 9 7-14 3-7-15 4446 4-4-7 4-4-6 1-5-0 5-L1-14 �S 13 13.1.3 17$10 21•10.0 AllTalcsslL tobeF4e2Dmlessadrrwimmtetti LoadbW W TICIL: 20 TCDL: 21 OCLL _ 0 BCDL: 10 General Rkh CL%6: CRC20162 TPi1-2014 IZI!P M*: Yet L wnbrrD,O.1, : 11S % CS1 TC: f3C: VW 0.18(4-5) DA)(10-11) 0,36 (14-13) nefleckion L' (loc) Vo(TL- 0a5in L/M (10-11) VetL.L: 0118ra 1.1999 (1&11) Ha[z TL ON in 8 ADawaed LJ2C L1360 Al Reaction 11 B Cu®ha B Wdlh jt4BrgVAcNh Max Rew MaxChaV Uplf1 lMlexRd, d L"fL Mu LjpIgfj MmLHolix 17 1 75in 1511in 1,109lhs 6$lbs 8 1 75 in 150vr 1.10 ON - Malerial Bracing W TC: DR. SS 2 x 4 TC: Sheathed or fttrilris at 6-3f1, PAn dmign by Others. � DC:: DILSS 2 x 4 exaep[: BC: Stl�tbe�1 or phtditls aL 10-0-0, P11Ltirl desi$1[ by 0?tC1[1s DR -SS 2 x 6: 11-13 WRY DR. #2 2 x 4 cxxlx pk3..#1 2x 4: 1.14 D13.SS 2x 3: Ifrl7.18.9 1)'Ibis ums has boon designed fat the &&ds due 10 10 psf 1x7[1[an LbLxd live krad pbls dead kv&. 2) This =s has bawl des wW lorthe eh= of wind bads is a xordwice wiLhA9CE7 -10 with the fnikiwi ng wa defined input: 1 I 0 mph Twarr iX r-xpusur C, Fnafosed, CAW Eg, Risk CkcVrry If, O vmml HYig Dim 25 ft x 60 fl, h = i 5 F[, Sid RmEeTn,ss, Suds rent webs vxL% load- DOL= 168 3) iti3initrnl[n storage attic ]aedulg bras been 1�plied in aYOLdenoc vith IBC 1607,1 4]A 29l 1b5 mo+Snpj� jxinkler point to¢sl t� Lern appSexi [o the HC c�nimr[ wi[h rrt1►�r pxi + live k"J3. 5} ** • 1nrb� p�s�pU mind ?wading has tseen appLed to members I!F 1 & 1 S-7 Member Forces IDi} cxl wlo . ]teri r G. [SL rrmc x e[ ion rmdr oenxc t oe �.hrnsa inn � scot i 7 t ► I, a� s :.��h� a^an� T d nT � x N aFaF TC 1- 23 0.0fi3 OM .935L 400Lb, 4-5 41aa 5177 -;,KgRM -P Ldb 9j. 54 0.173 -4L4611c &7 0.110 -1 zl4 day tat= 9-0 at 1-1%11. 11-1d Ll_m Z3v01he 1041 9.303 1_3501Fx 1L13 M iXD71x A -`mlt- 4-12 DWG 401hs lSL7 8425 1V151tr 6 i0 0.10 931 Na -14 0.157 962 bs 6$ tLW -414tis L4-13 0 364 406 ILA idl i1259 1,4&1 ka b13 0.140 •1,18f1IIa; 7e1 (Mil -571 ho Nuies 1) Unless sated atlteztivist;,& not cuI ar akamly t uss 1ttclnba �orpbw without palm gvfcvalfrw a PhOfauional Cngin= 2j711efabrication.lckr&wtotdosnmflruxsis2>l%{Cq `n•&))L 3) Pl—WY adequate du-wtage to pte - parading, 4)Bar- batomduvrl with app[ovaishcaltungorpuAm per BrrmigSamnary. 5)A[ kasi cw web cfdik 1n,s has ben, Liam gprd yr th apupu point in the web. AI panel pants ae suds Eau ha NInNI boealy paPa1d3c11krto thep1:M ofthc tots, l.Aaal starts steal he mae&d within 6 "or mch wrh pm -Ed point. QA amp fwbot cT 1.00 has been appked for this toles an*sis. :Nc. is f �O C72517 Tq mM Cf CAL 44L1-rMWf1SFABR1['f MNFCLHANM #CtiElRWTMr—rt1.N5'�4NYTRIF�Sl3A$E ?0KTHfS1kt,1,C DtSiQ41xtAk411VCielF&EI7RLC;fIDTDF.EPERTdr3LL I rrhe uildt9fmm5aflwaurv5.6330 CF iEQ+LSTRW1CN$,UNrMWANDQ1J}y1jpCA1 SEFI-MIilNIMLAQEb1 MPRCOTA'1-SDE51CjNN ESISSL.EDMMiUISDI5ECHAM 1~'ve1C ktaiwdrtt A0Z,-%BLEFRut,it r uPoKRegC>esrrjiu�,u OMEGA EQUIPME:NF PERFORMAYN(T: ENGINEERING Truss: SA 1301 MONTALVO WAY, S7E 4 Johttian-iet wailnce PALM SPRINGS, CA, 92262 Date: 03^19 14:34.16 760-423-9479 Pg2 of 2 SPAN PrlxH Qrr 011L ORR CANfL CANPR PLYS SPACNG WGT?LY 2l-I{1f1 D25}12 4 04Ul ow GOO D40 2 2Din 1051ba 7k tapes s ivr s sty truss a>C par ply and the r�aAtwts M tQra3 plies. TLro UlerktCaltrussm shaN NilWd W as fd&W& PRzk _ ; l Nsdt vt Gun NA(nun.135'S[31 TL - 1 row * 12 in oc Fif - I mw@ 12 In nc , Vkbs kss then 2x8- I tow@ 12 in os Wix 2xR -2 mad @ 12 in m st aggem]. S)Vhh1 napoedbads=ononesideoi'gi*donuiflip girdcrfk�gO aromw ornndcgTdcraido+ sapponWlands weapplitLthenmpp64dbeds=onWhsidesofOf xdoublethespyingaaiIraUlhalfofthccmr?MotsonpolesideufV.P3 andthrnflipthe gir�to iik-stal U)c cttrrhiff uF thrcommimnndmoffclsiteSitie{yldwbl•QUOPPositesidesofthe"etsWbetffsm 9) Lavi boaing shall be Zia&Pd to tsrh P1K I G)Atiagamas minimum 2-lfz" lo,sg, wlless ollra Niye IruuxL 11) Nails uI 7 sL rid 2nd ply dm➢bc ofl<a fipm suooessiueptes by I f2 Ihet ail spaci ng 12) Listed wind uplift nridi0rS3 hsm�d rrI hi1YHt$ tly loading. MPOPATL:Ok3igaJ679(16-I},A➢—lblczIJ120- ALLPMCbSFAHRTCJK W1 TT,gNDL1NC`4PRBt'MORIIa'L`4LLiNGANTTRkjSSBASMUPUN 7FUSTRLSSDM3wD 9KWjAREII6-MLC1EDTOREFERTOALL TnhaBrdld®TmmSoftwamV5.b330 C>FTHE PMRUCTLCM,Lt♦i'1jT9WC SANDQUALfFiCATU-MSLIUM}lRdll-1EF_4CiENHNALPRODLX'TSE<MCNNUIESISSLEDNWli1THISL7ES' KNAt@ ,�waA 1RFR06iEAt3.E1TCANRBIL185inMMALII]011-vWHENFAQEVED%L.0 A'19- RSARE L.EW F g3e1ielEJPnx cts OMEGA EQUIPMENT PERFORMANCE ENGINEERING TTu,,-;: SB 1301 MONTALVO WAY, STE 4 3ob-Vatne- wallare PALM SPRINGS, CA 9= Data 0 4I19 14:34.17 760-473-N79 Ngv; 1 of 1 SPAN FITCH QTY OHL OUR CAVTI, CAN7R PLYS SPACING V&[Tj 1Y 21-10A 025112 1 {l 0-0 0-M 0 &0 6-" 1 24 in 11711m z1•lo-•ts 3-7-1d 8 741 , 3-7.11 L 51 7-10 1.7.11 3 7-1i 7-3-5 10-11-} ' 14-6-11 la-2 5 21-10.0 N � F N � Till 7 _ 0 25 F2 aka _ 2r441 4V - - T T i - 4M - axe 6x . O.o•o 3-7-11 5-7-14 37-11 3-7-1t 1Ik11-0 All pltttcs shnwnto be Eagle 20 tallem [x11emse noted. General CST TCIaL 2d Bt1gC`odc: C'DC2O1.0 TC: 0.64(3-4) TCDL: 21 TPIl2AlA BC:: C.89(11-12) BOLL- 8 REpMbr: No V b: 0,85{1 131 BCDL: 10 LvmhgF,C]L.: 115% Rew im 6.6•U f4-6.11 18-2fa 21.10-0 17etketion U (W) Armed 'An Ti- 0.92in L1268 (11-12) L1240 MmI]- lt3in L1819 (11-12) L)W Hn[sTL: 0-t6tn 18 IT Erg Cryuho 13 rg % t9t Rqd BT Wdlh Max Rest lainx C1lav Upldl nix ► nd Uplift Mw,1;plif[ Max Hans 16 1 75 in ISGin 1,332"1 - q--I e� 18 1 75 in 150i13 1332>bs MaterLN Bracing TC: DR. SS2x4 TC: SbmihriorPurmX24}{ P-mindesign byOlhaa• BC: DHSS 2 x 6 BC: Elmm txinrPtui m z ]0-0-0, Ptdri designbyOthex- Vkb: DK.42 2 x 4 clstcV,. DR. 91 2 x 4. 3-11 DEL SS 2 x & 15- lb, t7-I8 >oa& I) Thjs u=hm bttn desipad fnethc djws d1[eta 10 psf 1lottofn ctto[d live load phis dcarL k ads 2j'Ibis truss has boo designed for Lhe of a:!ts of wind kw& in mntdatce withAS=- 10 with the (onam9ng user &fined input•. 110 mph {Fadomi), Expe6um C, Fatcbsod C4AMp, Risk CZe" lL CM!mE Bldg Ums 25 ft x 60 A. h = 15 ft. Ead 2r3ftTniss, Bath e l urns mnsWmied, DOL= I W 3]1Mil=minstmageaitiaba[inghas Wen appliedivaum�withMr- I -1 4)A250Rsmavirw)s uiklm pDint W hm bam appEed to it* BC Wftmaftawithcidw lead+hve[ands. 5] 4+- h6caks paver wwd &,ading has horn applied to nw nbws 15.1 & 17.7 NkmbuI'WCM lbkndDalai!lbA- i.sicLam',—M-1h�FWUMWlhtrr$finkWhftA"f—,L(]nhf===9 M- 1ti11fr.ueshownndUcbk {lam! 0 7`�' ' No.C72517 r4 TC 1.2 m 4.30 WWI 436916e �tH & 1,, h5 43W tS & ib fP O-S0 cl--97 SSx� Rs �33[IIh BC 9-10 UM 3A(Ulhm rl•_2 n.W wN 1r>.11 1t.1rA 5BAR& 1Z-:3 OfWI �39?Lha 1.1A LIZ N 3-0 0.iAl 1i44xl� 6-9 Q L L 6 4.192N l4-16 a -1,33216s ll1 f1M£, 467Lbs (-IOetie 74 OAn 1.i33kw L41 USA) 4A2u rk S It OILS I,l1S Lh& 741 Dam -I224 Ltx 2-13 WK fiD2hs 5-Itl 0%3 -5i9Lhc &IS am 1,317.LF� I'. M#1 Z45N bd0 OAKS 2r5mlht Notes 1) Unitss noledolhrnviw, do rqt ME Of alter WAY hJUS 112ftnba eu plir wi[hou[ pfto[ apptvval fivmn a'hvf rsiondl i§lo= 2)Tk faMezion talrwmfortlas roof tnw is 2096 (Cq =6841. 3)Ru6cleadaqu9cdmLft etopm,,mapmxiing. 4] SmDebat[om dwrd with appuoved shexhingorpt [ pa Rm ang+3gtutialy, Sjhr ks[ one Wfb of this miss has born dcsignsd with ap"i poml in the wcb- All pate] points on suct webs sh&be tint bur* paprndicwu to the pkm ofttm4uss,Lstletalhra AmllrimsmlfniwitMn6"offewhmobpate)poitu. 41Aaimpla uof1AohmbeatVp6edforthistnicsarm4mis. 7jlistedwindupkiAmKtionsteasedun]74 TRS a* hmiing- 8) Frga T120.09in, 2L#M05-1j,#lioWEM2U120. ALL PFRSOZFk3KlCaSLVL'iRaNrLU4QRUCMrjORNl�ANY ]x+ BMEDL=CNTHLs17itMM1[14DRAwlNGARLI IRLUlfnlrsRWER•[O4LL TlueStaid&TlussSattwatevi4330 CF Ti1E 11> ilRl ['IIQC IS lA7rLYCl]S]I D 4[mi 1l A LIFtG 41Ct SECI It i I1ti T1IEIJNCg 1slr1E 114E PRt1OUCZ S r1RS1GY1171PS IA5ldl1 i4i111i1flS I7[ ICxV r VD Ea* Metal Pmdu is AYULABEFROM EgME U['CN18QUEST DESIGN Yklm u,4 Y wEE f EAc Eh nu,mNih wR]1ZR Am Um SPAN i:i5}4 OMEGAEQL-1PW,NTPERFORMANCE ENGINEERING Tram: T 1301 MONTAI VO WAY, STE 4 JabName: wallw& PALM SPMCIS, Ck 923.62 Date: 0ftl9 14:34:18 76(Y411- 479 Pam: 1 ctf 1 PICcu QTY CHI. ofm C N7 L CANT R PLY5 SUACT G 1c1T{PLY 0-25 A2 7 OKs{l 00-a 0-m O-m 1 24 in 72 N 13.5.4 4-;-0 4-0-7 4-0-6 4-C17 1 0 5•4-7 9-4-13 13 d 1-" 1-(l-t1 0.0.0 1 1-" [ 4-0-7 4-0-6 I 4-0-7 1,d-0 3-4-7 9-4-13 12-5-4 All plates slL ninheF20a2Dirrlessa trwiseruled IIf141gLpst7 general CM Dr&cfm 1.J [lot;} Akw 20 Bug Code: iBC2016f 7C: 0.19[4__) WTL: 0.06in L}9g9 (7$) LJ740 TCDL- 21 TFI1.2014 BC: 026(7-9) MmlL-. 0,02m L}999 (7-8) LiW BCLL: 0 Rep ham. 1(C5 )N�: 014 (10 8] HXrli.: 0.01 in 6 H(ML : lu LAJMbeF D.QL L 15 % tiOR Fl ,Cva>v B Wdlh R S..bQdrh WaxRmtt MoxGmUphft 14axWMUphft 1�bx fc i4fexHoria 11 1 55to 1-%Ln SN IK ON6 1 7.5 [n 150in 920IIm Material TC: DFL 41 2 x 4 liC' 01-L41 2x 4 3A44x DFL #2 2 x d w[ccpt. DEL, S5 2 x 6: 12-11,13- i Braciltg M SbNLbedarPat=a5j3LOPmrinde�igFk*(Xhm. RC:: thodorRullnms IW0-0,FuF ndrsigabyQhak 11has 6emdesi�ed for the ducin 10pelf hnnnm artrd fiveloadpdhtdW kuda, 2)TktistrrrsshwNmdesiptedfartheeffect alFwindkadsin mmvdz=widhASC"-10with the fokwmguserdeflrmdinput_ I10nro(rWmDUExpacsure C, LVke;4 CkbkMiip, R isk C-tcgn[y ll, G+etal Bldg Mris 25 It x 6D ft, h m 15 A. Lrd 7wxx Tnus, troth end uebs mo66daed. Dim.= 1.60 3)hfini3tlumistorageat[icIslinghuest MVpliedinaacordarmAlLhJBC1607.1 4)A 230 bs movinVWnkkrpoint Iiadhm bun Vple{In the Fit:: owm" wsth other dead + Eve laa[h. 5}--Lrdicatesparapet wiadysii Ihisbew4TReltonumber 12-1 8c t3-5 n r N4IeuftrFtrrces • blc xdmmWE WbTbff 1D. nw iMl, mm xii iw, amm LwK RVXiC09=kUMFMW[Uh=¢ CD1yfonah.M�dm3Rl6MOMM.AN4bbk 4 7C 1-1 P I U} -069Im _h-3 0.165 415L, 17W LL,91 -L M Ihi 4-5 m9d utti a,� t1C m G' I . !Is 9*b 1-tl 6A}lS 7N: 7 0q 4URF L-W 0.06 L,7�'tLbs (43 W 5-7 024L I.MS Ibe (-19 1 NO M6 -Sw Lim S{* a065 746 Ltn I P8 Tlotm 4242 L,26L Lhs 1) Ilhhkxs nntei rnhmwisr, do not cut of dter any tn65 nrai6ex ur pkt! vntfxwr priory gproval firms a PmkssionA Engi=r e 2)T$ofA)1i0&L4mLuk uwukn-Etas[voftmssis20%(Cq=094 3) Provide 0deg091LedrmiW to pm-v&t prmdi ng, 4)Bracebmmchard wiLhaWowdsheadlingurpispaEri�[ng Y. S)At km% ow web oftluUtssbwbeatdeaigttedwith apawLlxlirhinthe weh. All pawl points onsuchwebsshallhebra)bdhiftAyppPmLUa,1vIulkLrpbne ufrbe1,,,,"-Iacnilb[arosshadhei[Lstadeiiwitkta�l6"ofrailvxb Ldpoim- 6)Aaeop factor rd 1.00 hat horn app$arl far Ihia Islas analysis. 7}1.istedwind uplift ructions bmndun 1AIM SOnly baling. 8) P43M!L.0.01 "MOW (12-1 j,A6rhwa6le 2L1120- n ii v q No. C72517 �, T fVf� ALLFM-CMWRICAM%C4 iN4X1WG,ERE=ORE6M91240ANYTRUSSBASED»"CNT7ETRIMDEKGNDRAl4uvt:AiU--;nW[RWIkD'1URUERMALL I'f"[3rWTru%Wc.%v=v5.6.330 OF FII IRL1C710DS,LAIlL471 SAhUQIJg1lhZCJ�IOPGSLT1�JHIliENlrlif113JhgColPR 11LTSUFSI[NrJl7TF 1SSlEi]V4T1Hl1Q3CFS1CNA1� 1=,a*H WPLidmis A%AHA lEnC]iwl Cx-i.::U" RuXi4 sr rEaKw V4Imcn YviuN F.a F wF ix. cx*?E S PRE L OMEGAEQUIPN ENT PERFORMANCE ENGINEERING Truss: T1 MI MONTALVQ WAY, STF 4 kwamwallam PALM SPRINGS, Ck 9= Dmc:: f1W19 A34:19 760-423-9479 Page 1vfI SPAN MICE QTY OHL CHR CANTL CAN R PLYS SPACING nUTAPLY I5-111-0 U?5j12 6 DIM 0-(W 0-0O 044 1 24in gifts 15-11-� 1•�•rk 9.3.4 3ti3-4 7-11$ 1-5-0 4-8-4 o_ Js 4 T, 0.25 12 a4 . sx �T-F 3 — 1- T1. t� Z41 6A - W41 T 1-0 4-9-4 7-it-B 15.11.0 All pla cs dlrnvn Lobe Eagle 2Durless altetwJse noted LBad ng {psQ General CSI Wflection V (ktc) Ahmed TCTi._ 00 BHgCodc: CRC201q Tr-; 059(4.5j %E"TL 012in LJ549 (6-7) L1240 TCDL : 21 TPI 1-2014 5c : 051 (6-?) Nbt Ll 0.1 in L J 91 (6-7) L! 360 BCLL; 0 RepMhe: Yes Vkb. 0-%(") Hae7L: 0.2in 6 BCIDL: 10 Lwnbaa,OJ-: 115% Ildeaction CW04 FESS1 TF BTCunha BigWdth RgdBrgWdth d4mReri 1b1kxQmvUpbft N1jarW,ndUphfi Naxlplik Mmnxia A H4E; t1 1 S5in 150in 971N &llas fi 1 7-5 in L50 in 971 lbs A, DFLSS 2x 4 h ]iodoa Firiins a lt-Rhindesi lbyt7thcs- 'L "c No, C72517 r4rd BC: DELSS 2 x 4 BC: Slxath yr Puriins aL i0-0-0. ]irtiin design by Othcs- We4: DR. C 2 x 4 except: Vybb. One htiApauu 1Lwr 4-6 DR f1l 2 x 4: 1-IrJ, 2-9 DFLSS 2x 6c 12-11.136 rV1L Ltlads 1) Tlrts tnum has bem drsignad forft Deus dueto 10 psFbottorn ckrd Iva load phu aimd kwit. 2) This loos has hnm d nignmi fnr&w e!%dc dvuind bads in amorda ipm wiihAS= -10 with dx fahnving user defined input: 110 no iF mzDFMA C, Encbsed, Cmblgil4. RiskCat%aryILOvcaEKJdgDim 25ItxWft.h=l5ft,End ZDmTrms.Both mdudMmnsidmTd, ]]OL=l.Ei1 3) Nfinim im ste age attic boding has been applied in ;axymw=with I(1C 1607.1 4)A2501fnnwvv/sptinklspaintbathasbBmappliedtotheBCtxxlommUwithgnccrs4ftd+kyeJoads, 5)*0-1whea espuapavnnd mating has hem spphed tarnambe,s 17.7 & 13-5 Member Foroes -Bbk lad CHd rt>s to mmc �A rnrr mull �+or h rc wmlc Sd fortis Ltiu o.x ace i.�} <1nJFt •'� W! 70ilhs ae sl awn n 9ie MEL 'FiC 1'11034-!i]Slhs Fri 1S-lY34 {t452-La45N OMEGA EQU PMENC PERFOR-MANGE ENGINEL Truss: T1A 1301 MONiALVO WAY, STE 4Iob�I2ilr_wall�c�e PALM SPRINGS, C4. 92262 Dame' 0VW19 14.34.20 7 23-9479 Pace: [aF] SPAN PrECH r OHL GHR CANT1. CANT R PLY5 SPACING WGULY 6-11-41 (MI12 1 0-" 040 "4) 0 -0 1 2Ain 721N 15.11� Ti1.8 (140 7.1i B I 15-11-0 All place& dumn to he Eagle �b wde%&Jxq ee t1t8n� LA)�g (psl General CSI [7eflectinar U (lac) ADo►fed T1L : 30 BkigCv&: CBC20161 TC: 03S(1-2) L4"TLI 0.31in LJ563 (4-1) Ll240 TtCT71.21 'loll-2D14 BC' 0.6] (4-5) Yar11.; 0.1 in LJ999 (4-5) L13w BCLL : 0 Rep MI_r : Nu R7.U2 in 4 UCDL; 10 LambaD.aL : 115 % Reaction rr Btg Cimiba fl Wdth Rgd Brg%dlli Max RrmcL Max6rty Uplift 1Riti Wiud Zlr46 Iyl2acl;pjj6 MUHNia M041 {y1Ll l�GLrllRf ` fs. HE �f j`fjT� 6 1 75 im I-SI r•v 97t � I M ItK -0 {' 4 f 7-5inI90tn 9711bs �. r Ir NO. C72517 TC.- D .SS2x4 ( YcsltYcx10T11Ylii1S�[3G-0.Ru5ndG3ig11bj YlaS EC: DR, SS 2 x 4 BC; Shwthed w FlrL u 10-0-0, Rahn design by Ohm, V4 tr M n2 2 x 4 except: Wb: Ont Wbdpninl Rcvw. 2-4 DFUN 2 x tk 7-6, $.4 IAB& iVS1 1) Thi5 t"5"bom desigaW fmr the effe=duGto 14 WbtAlwn chord Svc ioad p1m d5d bads- IC 2jTldstmsxhash=tdlraignodimrthceffed#sofwittdbads inawnrdr=withAWL7.10withlhefoM%mgusrrdtfumlinput:I1Omph TvowcWe Bxpostue C, Endo d, C 15ip. Risk Ca very IL OvwdlBNg Dims 25 ft x 6D Q h = IS ft, End Zone Tnoss, Both end vxkx coma da,ed. DOL= I.b0 3) Minimum stwjp attic boding has burl gtpttal to auxadmoc with IBC 16M. ] 4)A 254I N mavingJspn nk]er point ]rod has beftr aWTLtxJ to tlro RC pmuffvau wilh otherdead t Jive load&. 5) ** - Ltff=a ptoaper. wind laeding has been applied to nwmbets 7- i & 8-3 Member Forces 'rile :nbTtfflniRCZ, MiR -dbMw WOMPk"Jdi&�dknaWZ0WiPMI ni,►��a,rsaNM�a�„�m�� IC I1; 9.775 -2-031W t I I s co" zzn Lt. Notes T T 1)Un45£MWotlx•rwise,desn(Kcutoritcrmyu-usRmnnbmuTpblc*N "tphQfapprovalfromaPw ssinrWNngir= 2)-1ir-flhnpuion tvkuw=fortlds rooftntss is 20 %(Cq=O.SD� 3) Ptovide &kq V-M p-A-g. 4)BtemeboucmdKwd%irhappmmmtsl-pe tlgorpoffmptz)3wingS71mmmy. 5)AI Iwo one wdb of Iles taus has hem dmigfrnd with a pwtel point b the web. An panel pain ca Ludt v&s shalt be brwW Uer* petpettdkulr to thepkm of the am. l.aoeta bF=s shy be imta%d within 5 "of tart v eh pane) pant. b)A omPi=largf I DO hM bUr. qV ia] fnr this tyke; =L'9b. 7) t-O SidtxcshwJhrLUT%mquiiuXl:rpyriwkzttorb2pLweOfthet=aGtherthemtdpnini((Mft)tin) -of dtirdpoincs{tuuslruwn).bmingbynthm- SecRCS[-B3fa,-A&LOrwlidmnutiva 8) Iistai wind uphii temrtitxts br&al rn MiWIR S Ck kudng_ 9)Pao-�rxTL0in,21 !(8-3},}tllxvc ble21-1121 ALL MS(MPABR cr47,. uLloulraF WMI%GOECNS'lYsL�.a[yrMWBMEDUICN HST RWDERNLucnw I%Rbn+l-MUL-rl=n7nI?MMTDALL I TiveH 0EWTtussSa('twawvI6-I'i0 QF71hEIlS7kUtiSOf1S11kIl1eC[ICriEM13QlIAL�ZC14iU>SSETR7f�liIltill]Elih JsMEi LPRLQI]CIir7F ICnM MI3SIJMV4il11T1fl.5t][SSIC;fL4M Eaglrh'i ulPeaka near aRrEFRC kiF.4=U VMUUEsr,r]L• Ccx� NtauuYwl�v�IF W-W,CU,1��MAR[MED JJAAl+AJ Aa Ay1 lRJt lh OMEGAFQUIPMENT PERFORNUNCE ENGINEERING Truti�: TlR 1101 MC]NTAI VQ WAY, S7E 4 Jotih Wm: Wmuace PALM SPRIlNCS, CA. 42262 Date: 0 N19 14-34.-20 7iif7-11-9479 Paw. Iad1 SPAN PUCH QTY OHL OHR CANTL OANTR PLYS $PACINe W(;T/PL.Y 1544 025112 1 0-0-0 0-00 O&D iauo o I 24 in 7011:s 7-1 1-9 7-4-', 2 7-114 15-4-4 o-o-n 7-11$ o-aa 7-4-'. 2 7-11 -43 15-4-4 Allplalesshown tobe Ndt20rudemothervAsanoted Imadiirgfr.0 General [SI I?eflection I} Allu►1+ed TClL: 20 Bldg Cade- CBC2IN(V IC- Q80(1-2) 1�atT1.: 032in Lf545 {S�s5-6) ) 1124 TCM- 21 TPII.20L4 RC: DS7(4-i) MvLL; 0.Iin L1999 6-61 L1360 9CLL . 0 Rep MLA; No NM: 0,46 (2-4) I-Inn'R-: D.0] in 3 BCDL: 10 LrrurherDJDI_; 115 % Reacuaru� tirwi li� JT BrgCombp Bk dth Rqdp -I► dili -MaKRM MaxGmvUpill f412x)Mndl)AfL Max urAft MarxIlbriz q i 3 1 3.5 in 150 in 9" Ibs MalerLA Bracing No. C72517 m TO DFL SS ! x 4 TC: Rwa be,1 or P4uhm a13-7-0, Flan dmign by Oawoa. m BC: UW..S52x 4 W: haivrlirc�[ualllK}l},Ilutindrsiga6Ypkr5 Llftb DR -K 2x 4 exempt VRL CkmM xntRowZ-4 DIC SS 2 x 6; 7-6 A 1 Loads 1)M& truss tmbeen dempedfortheeffms&e1o10psflx,tmrnd,nsd5vrlo®dp&Lsdead bads. Cr� CAA �! 2)DY F, truss bmbeandesigiedfortheeffeasof%iadkmLiuwmmi muirhASCE7-10wM2afoDminguserdefinednput:INomph(FWomd} Bqvmt C, F"A- sni, { ;brslgrHip. Risk C'aiegoiry IL, CO�eiA Bldg Dino 25 Et a 60 A. h m 15 ft, End ZmPTniss , Rdh Ltd +phs comidftei. D0L. 1.60 3) 4fini,num stodge attic i AALig hn beer :gpl ed in MaNdmCe wAhJRC 1607,1 4) A250Is movm&Apdr&ffpoi,Lt kiad has heal aMcrl to the RC axcurrmt with ether dead + hveluals. 5) "- bAculfs parapet wind kedivg i= beak applied to mr mbar 7-1 Mcn&Er Forces 'Iw61e WBmU2,: Mmbff ID, rm CSC iaa =W far. Jnn wnp. Rxe if ddbu kmmvL =A fork ordyrnem prAz km: yabi m swxti, m ft tptr;, n I � n z.s i uo— I I a L-5 IAM IX7. bs 134 11139 "I Notes 1) Iffik s noted rnhauisr do not cot rz24er any truss menibd or plate wClKmt prior q3Fm at frvrn a Pivfcssioiaal Fs gineer 2) The hbdaticEaLGkF=re forihix roof mass is 20 %((4 3) Iiovwk adoquatedrainsge to ppeyeu paelioK. 4) Dram bottom #Loud with appmved dRarhing or ptufrrrs p& Bracing Samm®ry i)At kAgi Dm web d Lho hum hm hem designed w th a pmel poim in dub : web. AIL pwrl point-m w h ti+ebs sFogbe bmad boa* peepmdimk io the plmle of ahe Drus. Lammlhrsxs dreg he irarallod Wilhirt 6 "af cant web petrel paint. 5)Aaeepfedarof LOU has been arptifd Fdzthm inns areLysis. 7) H[ximn] rJ cY:rmtec l,etaven imidr tun:clbhouing and tcfxsr the nu[ sidr cdgc of ttie cnJ ur run:- t1n: b�itairn side of [are. top ctwcxd sl>� [rul extaaod{�' A) C'l Indicitesiaterdbrsiognagrin+dpeile%kiUouLaiotheplartetf h�uu.ul<nlhrirtkrnM-oirxionr.3hewn; orthird poiolsawoshovrnl,laacinpkrrothtm. See BCSI-B3foradditionalinfomation, 9) Cl Ir4cp rmn-anaural membm. 1171)' sWwindThttmWionsbased onMWM- On,km±n& 11) Papd TL 0im 2L /M {7-1),A4owa.M� 2L11210- v- ,PMOKSRN13 C}4 MA Rqi Xarm,FRHCIBaoCdtrr rate rnr:,aNMl.M aASmL►sera'rr1r.5TRU S DffJ[3q VRAW AK iIN�HKULja)-LTjRffM- UAM 1 TnmBu4dGTW Softwrim Y5.6.330 OFiL�ItlStrtTx]T�t�tS L.Lr M9HI0 ANDQLKZIIICJMC 6SEIFCFMILINI1LiL1(LL.1,7UALPRCloiA'rsi7N104l UFFSI&SERF-)WrTi7}ff5DESIE AND I elvLetalPtir .I� AVaASLCFRa]M E LIEk f[7h RB�IJ13I . M143W YAUU (MY-WWWFAR RMFIAL OOM1I ARE Mm OMEGA EQUIPMENT PERFORMANCE ENGINEER]NC' Truss: TA MI VDNrrAIVO WAY, sTE a kh,rawra,wauace PALM SPL21P S, CA. 92M Ome: Cx3iCWO 14,AL21 7604219479 Page: i tx 1 SPAN PITCH QTY OBL OHIt CANTL CANT R PLYS SPACINO WOTIPLY 1T5-4 0.25112 3 f}t}U 060 040 0-M 1 241 n 71filbs I 18-5-4 i 11 4-0-7 4 0 B 4-0.7 D 1 4-6.4.7 B 4 13 13-5.4 0 1 TTT I1 r,75 yra ..-., :Ir4 . t1 7-Q-p 1-0-0 U-C-0 1 4-0 1 4-0-7 1 -6 5-+ 1 9-4-13 13-5-4 A11 plates &hc m bD he Eagle 2Gw,1p--A rkMr vise nA d. Imdiolq� {psl} General CSi 1knlecth m v TCU; 2p BklgCodc: CBC2016f TC- 0.17(1-0) WATLI 0.45in , LIM TC C . 21 TPl 1-2014 3C . 025 [7-8} V=t Li ; DOI in L! % EC1L 1} � Rtj3 Mbc: YM Wti b. 0.23 (10 8) Horz'M 001 N 5 wAC&n rr Brg camto et weal h Rgq Bg uk,fi NU% RCX-L [vim Gr.. Uph l NbK ► nd *ft WAlpllifi MaHAz 11 1 5-5inI3I 0io 7w bs 76II s 1 ?s in IJOirk 941 Om MaderW TC` nR,41 2x 4 BC-, DFL #I 2 x 4 Vkb. DF!L412 2x 4 vK p{ bf3., SS 2 x 6c 12-11 Bracing TIC:; 9ewhedarRulins�� il4{F,Haindcai�tlPyO[t[es, BC.: RMWhedOtAniinsa[104k,Ruin dssianbyCam, T-T m d . i 2d4 W 360 C31DV+�}a+ AlNo. C72517 N Loads 1 nhasbBmdatpedforthttfw%ductl4psfbo11amrhrndb%-ebaiplus&w1krxis- I/Y 2)Tnisbusshasb=designedfardxfensnfwittdkalsinwDmdE<[mwith, 7-10withihefAvmngusadefincdinput. IIOmph(fmaumJ),B4mmm C',Fnckxaed,[z+b] p, Risk CXegay II,OvrrAlUlle ❑hms 25ft x 60ft, h = 15 R.End ZaleTmm,Bcnhuul,n:bs LwLsitlnmd. DM= lbo 3)Nfi,ucnunstaagcetlickadinghas bm wpiedinaxaNU %ithIBC1607.1 4)A250hanwninVspnakkrpc6w]tiedhag hornappliadlatheBCoo s[withcxhrrdmd+INCkkds- 5) "- Indic1,5 pxrpn wind VWi og has bear 4yliffl to nxnlba 12- i MemherForces T r.nii I�1�II5,o�s CS(,rsKm ijy�o rpr.fo.��11 �lro�ao r+� letin_ �n: sl „�,affimra� 7C 11-2 alai 4rRf6 123 01ev -iMIx 1.1.s ELM .irKIF. Iss niiu -nzLl- i-ll QAi4 AiRIX �I" R:� 1,2[Tr'hc 1-[U 022K IJ9p� U6a+a1 4-S am )w Afi 1-22 3l0 Om -35a�s 4-7 009 -414as Notes 1)Unkmreamothe,wise, donatCal wAtrmiylnissrnenbaorpWwithoutprigsppro3+alEOM 2.Wmri43FAF FP= '2)7nfab5cPOtItol9-uls9£wtltisraaftn=is20%{C+q=DAM. 3) Pm''idt adoquac rII.Ei nage to pccval pending. 4)Biwebuucttttcitunl AhquvvedslxWdngarprtmper BtAC4 y- 5)ArIcy{omwebofIbisfaw.hatborndoaipedwithapawl poi ntinthe web. Anpwaipoin[sensued wdm shall betwedlal[ra➢lpffper[diadar[vtheplEnc ofthe Uuw.1.aefalbracesshulbeins[alledwiden6"offaldtwebpawipoinr. 6)A aeV fader of 11 M I as bom Mood for 111is [toss analysis. 7)Hai=21t mauebetw=indderaxxofbearingand whmeLbeo si&a*afth+radwebn e"thebotttmsideref[hempd rdshagnotu.=dOJ 8) L7 [1ldicateatlalt•stnldi>3almrnibets- 9) Usied wind uplift naaetiam based m My FRS gnty kmiing, 1 Ol P4!upet TL'O-W in. 21 J9999 (12-1 ).,411o%%bh2L+120. PR ALLPM501515FA ICA11,104HANDLDx`iEREM90ORE4ML T%JC! ANYIRUSSBME)UPt7N [>-es[xuisrEslrivaijmMARERgMUrCTEDTOR=—Mm-. Tn>rHuiMIDTaissWcuatev5.6330 OF7}I IIQSIRIjCR ,UM(1p0WA DOUfsLa-iC 41iOMSE]'RXUHINTHFEACHRWIALPRtDLICT3DMIaVM31FSmuEn)?wmTagrv-wNA.1,D EafleMaw ftawls AtiA$IABIZ El2CAb1 Eff-L : U-04 RE12L= DP.4ICf\''➢1I IDU LY Wl3E N F ACIE.&EM LQ*>`M17KYLS ARFi1 JJhr. . -.-,Illy .f OMEGA EQUIPMENT PERFORMANCE ENGLNEERING Tn1ss: U 130? MCIN TALVO WAY, S E 4 1owanrtwA11arx PALM SPRENGS, CA. 92262 Doe' M[M4f19 1434.22 760423-9479 Page; 1 of 1 I SPAN PITCH STY OHL CHR CANTL CANT PLYS SPAUNG WuTIPLY 154-4 i1.75112 2 0-" 040 440-0 (W t 24in 6FIRK 15.4.4 7-8-2 �i T-8-2 74-2 15-4-4 2X4 - n 7.84 18.2 7-B•2 1 S-4-4 AllpiaicsdmnwbeFa&a 20unl mrdiami3 mA Loading (PA General C S1 1*&Ction U (140 Awed TC1L` 20 BldgCsxk: CDC2010 TCi 0.84(1-2) %kTtM 0.37in L)467 15-6) 1,240 TCDL: 21 IR i-XiA BC: CAI (5-6) %i v 11: 0.11 in L} 999 5 1-1 W B(7LL- 0 Rep kdbr. NO Vkb: 039()-5) H=TL- 003 in 3 13CDL: 10 LwnbcrLU)1-: 1 l5 % Reaction 031041 q?0 51 fT Ri Cntctixr RG! id lb Rt 8, Width iwlaxRrmt Maas Gm Uiptilk -1ms Wnr1 UoUt Mexuok meo[[- um p<. Ff eq, � 6 1 756 150in 72V B19 7216n 3 1 35 in 1 SD Ln 9441bs � ' 06, Material Bracing s No. C72517 TC: DFL 5S?x-0 7C: SF haiaAuli at2 0,13ulirtdes;�ibyQll _ LU BC.: I1fLS5 2x 4 BC:.Sku�thslurPluiin€at 10 0-0 fiulindesign hy0lhe�. Y*b; DfL#2 2 x 4 mcepc DR- ILS 2 x A 7-6 Loads �V1t 1)-Rustruss has b=dcsip d%rtheeffiactsdue1010pai13o=1LKA Ml&vekmdplusdwtdkws, 2)This trusshas hemdongnarlf�rthe.i sofwindloadsinaxYitdaxtwithAS=-10wiihthefollowinguserdefineditrpul:110mphTwomJ),Ekpusm C.Fhdo G&,lgKp,RiskCau� If, CvmABldgDims25Ax6DB,h=15fibE,dYmeTres,Borntoldv bsconsidered-DDL-1.60 3) Ngrdnmm stompatficli adirig has bem applied in aNxwknocmiih 13i. 1Gl}7.1 4) A 2S01kxs nw ving}spinkkr point load has bast applied w the BC wnaum with alher dead t five loads. 5) ** - Lrdimm pmpet wind bading has Wm applied to- member 7-1 MemberForees T� by riff, ]D,,M+�ikMEN WdtMaEWMff�Xrms;ta 1M...MW3ArZaowrk bWWFt1MWULkW a�54UMImJim Uk 9ti i_ 11xs5 -i %lu& 2-3 a.p! am 11 vo M7 -NI Yw _•s awl --mN 114 -5 aw mm Lr 15 n w 3m is (-I lb,) Notes 1)Urdunosedadwmse,donot cut w&a raryinnsmmkbvrwpb4c+ailhoulpriorWp-maffromaPtnfzSmrmlEn0rn¢ Z} fahgi ivn ttaiaar sx iorthis rooftruss 62019,(0q = 0,90). I) Provide adNmicdrmrragr t❑ pull potrding. 4) Ehmbon0m dmwd wieh appmoved 4xKiong trr Fgtus perBiamng 9m1wry, 5)AI kmt one web oftk is LFusshais beendeargaed with apmwtpPpiot in lhewk. AU pamelpaxats CZ< m± webs dul he h modia mnypmpwdlatlarto the p1me of dw miss. Uwd bra = shad be installed % It Lri 6 Wearn wrb panAEwit. 5}AaDT fadcrof I B0 has bem 4Vhcd for this truss a wb%is. 7} FWmmtd ekxmcr bawt'-ti insic5; fats: of Ding card v ft= ax outside edgaof dm end 14*b novas the hwmn side4the lop d5Drd shall clot rxruA 43' $} Clslef6�l+,arrtr>tt-Aru4ttmalmslmhax. q} C�sted wind up611 �lipny based on Mom. Only Poadi�yg, l0} Paapx T� D.t71 irk 21l944 {7- ] j,A,�nvrdrlc 2I J120. ALL PERS+A4SFAMCCU(I,UbVCanaQIIWTMORLNSDaZWGAhY1KL&SB&MURM'IM TRUZSMWNDRAINCVGNil:IC1]RIxIH7'IURFFFR-mA13. I TrueBuildQ FnssSu�twRlev563jD OfUZW;mumall.WELr1OM"'r-13w[mcm0mSETP01BHINTWEF(;ZMU?Ll7tCa1]41CI-.MBIN[vCtMSK5V6DVMTHISMICNAND E.1Rlni4{ctalPmdnc[s A5R1I 4nI R FROM E4d3EIJP[XYRf��1bST. PFSIC3Y tF1L1fJ s fiV Y �YHE74 E$f F h1EC41.C?CbU1Ck'IC>R 5 ARE ISIL. OMEGA EQUIPMENT PERFORMANCE ENCINEERDiG Truss; U1 BDI MUNTALVO WAY, S`IE 4 .kS wwa wallacc _ PALM SPRINGS, CA_ 9M Ducc; DMW19 14,34,23 760-423-9479 Poe; 1 of 2 VAN PUCH QTY OHL OHR CANTL CLNTR pFYS SPACrifi3 Vui UFLV 15-4-4 0-25J12 4 0-W w 0-Oil 040 2 24in S41hs iS•4 4 1-5-0 3-1-8 3-i-B 3i[1.1 3-�0-1 1 5 U d-lr$ 7-9-2 11 3 1b-4� 4 O T �d 1 U.25 �12 41T _ 2x44 1 TT x4 T T34 T =� 7a l Tll i 5x16µ ,gA J_ 1224, T T a 6 1-6-0 3.1.9 3 i-9 3-10.1 3 rQ 1 1-5 0 4.6.9 7-B-P tt-6•9 15 4 4 AU plates down to be FA& 20 LrdE!.0 Miami rtO ed Loading (W I General CS1 I Tk*ctllon I-j (Im) A[Imd TCLL: 20 BldgCodc; CSC20161 TIC 009(4-5) YotTf; 0,06in L1914 (M Li240 T-m: 21 TV1-2014 BC: f]-I1(9-10) MALL: 0.02in Lj999 ($-9j LJ360 BCC-: 0 Rep Mk. Yes VTEb: 0-16 [!*8} HvaTL 0 in d SCDL: 10 LumbcrlrUJ-; 115% Reads dl 0VO4 �ES5J IT B Camhp DMWdth 3 'kdth MaRem M&Cam-L 'h Mi xWndUp6fl Mexwft MUWriz � { H 13 1 55 Ln 150iv 7741h5 56 ba 6 1 34in 1.50in 7971bs Mater9al Braeiillg'ti3 1-C: DFLSS y x 4 7r: Sh®rhpiortinYns sl (r3-0 11, �Ydesignhy o[has. �y NO. C72517 ^3 BC: DR -SS 2s4mirpt; BC: SmAhxlurPaimst10-".Mndesi9nby01hffL t]G D DFiL SS 2 x 6; 7-11 1 DR A2 2 x 4 cxmpt: DFL41 2 x 4: 241 DFLSS 2x 6, 14-13 C1 lids �� CALI � 1) This truss bus bem dreig,nd fbr the e&As due to 10 psf iom dxmd livekiad pk3s tad loads, 2) nfwindkwhinaonardrnx%iihAWE7-10wiLhthefoRFwinttaserdd9mdinpul: 110 mph (Rilmd),Exposuie C.Frhzbs4gyp.Risk Caceja, 140aerAMgDims 25ftx40ft,h=15A.txdZuwTrms,Bahendwebs mnsidemdDOL-1A) 3) Nfinlnxwn stmgc latic foaling has been applied in axorda<u-, With ISC 1607-1 4)A250hsmimnqjspnnktspnintlm3hasbensppUdtotheRCowun-dRMiIhVdPr dyad+&uclow, 5)**-L aLmparapetWindloadinghasGem2pp!xitomembcrH-i Member Farces Udemoea,n: Nib* La M QM trm wia1 km q wmpE bra atilytwk!t TC 4,2 AC67 4767A 3a a087 a,193iea sk 4Ai6-79 2-3 Elm .ratnb a.s aav 314a BC 8-3 10] 7911ds io I [ liyy> r73 bs OMEGA EQUIPMENFPERFOKMANCF,FNGINEERING Truss: U1 1301 MONTALVO WAY, SM 4 AxNanr: wallace PALM SPRLNGS, CA. 92262 Dow OMW19 14,A23 750-423-9479 P2w; 2012 SPAN PUCH QTV OHL OHR CANT % AN7R PLYS SPACING w(Tr/PIY L4-4-4 025f12 d 0-m 0-N 04D-0 6m 2 Win &III)& " 1'xRHv!5 wwm Ivr tW5 mw1-P4 mm me Pff M am ulereWt0ors.'mIRE 01Pilm-1WuIAMUVsfllruscsshelMbUitOdd st[gdimiasF0mn,porpN,i6d NzflsaGlmN2i1s[min.135'k31TC- 1 mw@ 1;!inw BC • I sou'@ 12inoe,Nft-irew(412ieov- 1 p) Ww appf ed lords apt o0 Dore sidccdiaki; da not fhp giiderduring giakrnvr>rritu imulgiork inswall mrma-to s onrllt: gi:odm side wNm supp wm d bwk war*o&4ehcnmrpkdkindsaeonbothsidesofpr*doerhlethespwrig and imURb lfofdr-"malmrnoncAcLtaEgjArandthenflipthegiuderto installWcolhah2ffofthemmw:tmontheopposite side Cat doublydwuxmtNtvrspxiTwXCDnmoorsanoppositesidesofrbey dirsh�hca ax- 11) LAe ral brrieg shag he ott wbmd to mdh ply 12) AQfasTom rnurimtLm 2• I/2"lag, Lmlms otherwixe notot 13) Ni in 19A Wd 2cd ply shot be offset fiam suwx sivephes by l t2 the nq1 rpodng, 14) listed vAnd uplift tewiens besud on m%ms Qnly kadwp, 15)> 7L0A1irk211999(14-1),A1bw"2Q12b. ALL PFR8CM 8aBRP2C1%r4FLallAMIrA1Re.MDRrf1]�ANY7RUSSBARD I.F[ fMTRLMDE 4NDRA%MARER,6'IRL)C1 U'IuI.LriRruk L I TnPmBuLMTtussSafGw m 5M30 Meta]PraLxly qF n� [`a�7Rt3CII0hS L¢ LnTfOriSnhL�QunLil ixc d�& sQt n rzr� ��7 6ME7)1L. PftOL1LK Ira LAST[ tYNUIL, lsstmn wi7H7wS nF51GN gAID n�€iu f--1.1ES" RCME6kMELTGKR�DaRONV►L1Dt Ywl f£r�s3Y. r�s[ cltera-mlzsARFU3M OMEGA EQUIPMENT PERFORMANCE ENGINEERING Truss. UTA 1301 MONTALVO WAY, 5'1E 4 Jabmanla=wallace PALM SPRINGS, CA. 92262 bale: %0V19 14;34:25 760 9479 Pagie: l of 2 SPAN PfiCH QTY GHL OHR CAW CANT P11Y5 5PACMtiG WGTIPLY 15 4d 025 r12 3 0-0-0 0-H Q{}0 Dim 2 1) in 721b6 , Sd•� 4.2.12 3-8-1 2 3-9.12 3-0-0 7-11-6 11,8- E 15-44 a uti d T �,. 3 4_ 0 25 �� _ 2�4 I � � TT Tm ilI u 11 .__ T J 4A- I 0-2-8 0-2-9 D-3-0 0-3-0 I— d-2.12 3-5-12 3 9 12 a 3-8 6 4-2.12 7-11-9 11-8-4 1$ 4.4 All pl2w gwftIDbeWe. 20wkss�Ctrwistmcd Loadmg(F0 General Cm Nam" Ti (Joc) A.110wed TCLL 2p BwCode: CBC201CV TC. 0-06(1-2) %pen'I1r; 0.06in L)M (9-10) L1240 ,ix DL. 21 TH 1.2014 BC' 0.07(4-10} Wrl LL (SM in I f 999 {9-I6) L] 3W BCLi: 0 RrpM' r; Ycs W;b; 0.21(78) H=M 0.01in 6 13CL74: 10 L1m1wDjDJ- : 115 % Rea tkm 1T Big Cwnbo lft Wdrh Rqd Drg Wdth Mani Rcaci Max Grave l"uA Max VLA Uplift Max Ltkft Mau Hmix 12 1 55in 150 h, 4M hoc 6 1 35 in 150 in 475 bs TO AFLSS2x4 TC: 9rat6AorRuinsal6.3-0,RiFhndesignbyJ711aets BC: DFL SS 2 x 4 tw!pl: BC_ Sheulaa l ur Ptnins as 1 U 0 0, pMQ6n dxsi�I by Ltitfl4s DE.S5 2 x 6: 8-10 Vibb: IXL02 2 x 4 DPL#1 2x 4: 1-11 DFL S'9 2 x b: ]' -12 Loads 1) Ws rraw has bew dns{ geed for IhedYbuts due is 14 psf botturn clsaed levebad phas darn bads - 2) Thls ttnss has h om despaed fev thrdfbum of vArK1 bads in a=nLv %ith AYM -10 with dr-fol Neat usa deCv td inpuL- l 10 mph {Faeannai), Expe M C. Fnebsed,Gablivftp, Risk Cimegmy E Ove rA EUg Dlim 25 R x 60 A. h = 15 h. FmJ Zeno TrLm, BOO end Ymbs ox sidaed. DO(,= L60 3)Km6r ums oW=ricbang has bemapplied inwwmiattaewi(hIBC 1607.1 4)A 25D I m rminemEminkktrixiont load has hem applied to cbe RC ommuml with eiher'dead +11ve bail. 5) ** - lndirates pwVeL wind loading hm bcm applied m m u bm 13- l Member Forces 1hbb;m1 &. tkrala w tors C3T rrrM rows lia,� Utax aoerr�e taac Yd�aau faao ®e scaL raal Rr,trfn� evz :azJhd a,c Guam a em ®hle Notes 1) LU b notad otherwise, do not cut oi alley any laws u anber or place wilkswt price appruwal fiorn $ ft0&Mimal BWn= 2j 71te fslaia,[i0n t6la3tX fxxtltis J60d'tr08s is 20 %(Cq = 0-8% 3)PPovir.aingrmtcdtain WPM— pardirrg. 4) Brace bon= chord wish approved she&thing ewpwhzae per Hn3 ing Sticneneay. 5)A1 Iratst one+awebof this laves harx beau designed with a pa M poial in Ilse urb- All pand ppieets an suds ebs shallba bta�d Y perp®dioular to the plane of the min- Lataal bta=shat be imull ad within 6"ofeach web panel point, 6)A =ep fadia of ] J30 ha bcm appbed Feu dos raise analysis rpAt55 J � No. C7251? I- &LFERSCM 56MRICA7>rCAHAh�EWE'II40CRRlb�Argo-IUS.SBMW O¢PxvINLS7>&1.ssMncN»x,AM a rsJltUCMTOR8FMTOA[L I TwDui1k0TrU,s5odhvamv5.6330 CIF7fnII,U1RUCfIQwSLlMMkMMANDQUALJPIcAnCS5ErFWKrNTMEAUXN161}31.FROf]XTSU-S' ICdtiM115JSSUWWPIH7HSDMUNAiD EA& mew plains AV%HAB .BFROM FAQEL.T0N R1 71.MT CtDill t l W Ib l]f lYti4HrN F u a U MEUV t10rlt iH R7RS ARFii mn OMEGA EQUIPMEW PERFORMANCE ENCINEERING TTass: UTA 1301 MONTALVG WAY STE 4 )*Narm, w"ace PALM SPRINGS, Ck 92262 ]D=, CVW19 14.'34.-25 760-423-9479 Page; 2of 2 SPkN Pf r(H (SPY OHL OHR CANT L CANT R PLYS SPACING %wT"Y I544 025112 i 0-0-0 a" 0-0-0 ow 2 12in 721br. I I FXJM s SAYWH nxuns MWI- y auss ae pe[ pry aaatwfmuons mewcauputs, lVw 10mRad tnns�; sA �Ilx:Is.nlzd aE&t,od:K fulus,Tcrply: ICA NWkor0mNah[mm.135QTC-I mwLa1tinotnHC•l tow@12inoc.Wi g-IMw@12inoc. 8)VW= f1p13vudari4g onthe gitdffsidc%t t =jPrwcdloft = :40r4 What ;tltp;a1 ke is ate on botlt sides ofgitda; dmhl,thc spmog u d install ItalFof thni.mrrtun mom side of'ginder and then fLp tl)e gib to inmtal lhcdlxrhm& kh the oFsontheoppositeside (at duubledv xzarMmL�jW).Cawredv>BonappastitewdmofuxgiFdnrShllbeoflscz. 9) )t, *wJ hrnring shall be s twhad to coot ply lit) Al fr6UMM mYnvnian 2- I/2"1n5, weleis athrnri%c owed, 11) Nmk in Ist and 2M ply sb&be offset from suaoessivepHm by If2 the [tail Spacing, 12)1istadwind uplift Minnst$edoft & MFR5Ckdy1ealing- 13) TL-0in, 2 (I3-I).AlDVMbI0 n121). ALLPERSONE kBRw-K WAHA►i5UNG.MrTLI , ORLIATUL *a ANYTRMBARD UK►viWSfRLUSD CNDR.M4MARBDYIit[x_'Tt 10RFklR 10UL T-11 riliOTtu&Suftwmv5,6330 ofTEE Il•MUCIIII%WUms>; n3S1CN&NV AV dAS�FRUM BULE UPMP XIENT U s Oc WM CMY V Hr N&VaE ME'r% .UWa1-ems MF tls�i Arlo Metal Products J -i+iFi--I1J III OMEGAEQUIPMENT PEHFUR14UNC E ENGINEERING Truss: UA 1301 MONTALVO WAY, STE 4 JohNanv: wailacz PALM SPRNGS, CA. 92262 Dale: Q%19 14:31:26 76O-423-9479 Pale_ 1 Q' SPAN PIKE QTY CAL OHR CAVIL CANTR PTYS SPACING W(-. lny 1544 0.25/12 S O-0-D 0-M 0-M 0-" 1 Min w1be 1 1S-" 7-9-2 3-2-11 3-2-11 i 1- -11 7-g 2 110-10-13 14"1 8 15 4 4 i1 Pr Yr9 O,A 1 40- 2W 5;p - II 4 Ll T 0 0•o 0-s-D 0-" 7-8-2 3 2 11 3 2 11 7-2 12 7-8-? 10-10-13 1d•1-8 All plates SlkowntDbe P20un1m&wrxisetaxed Lnadmg (p D General CS[ Detkaian U (luc) ABowed TC-11. 20 RLigCu&'. CBC2016{ TC: 0.67(1-2) 'UttTL- [1.22in LM5 41(M1) L1240 -PCCQ,.: 21 TA1-2014 RC: 022(9-10) MetLL- LL07in L/W4 (14-11) L�360 BeLL: 0 PAPMbr: 11es Mkb: 047(1-10) HaraTL OM in 6 )30)L: 10 LumberD,QL,- 115% Ivaclim JT $MCcimba $rgusrlth R 13rgWdth MaxReaa MaxGnwUAft MmWndllplill 1kfaxLt ifl MaKT11miz OCil04 _,y ESSf r ] 1 1 5 in 1-'i] in 777 ]bs 581rt 3 6 1 5 in 150 in 7$4U 14;<s&dal Bsaeutg Gj TO MSS 2x4 TO ShealhedorPkli&ilsat'1-",RrtndmigntryOlhess, ss; BC: D9.8523C4 cxorpt- BC: SLeallbdaFftrliosar1U40, ignbyorh4s UO 'T No. C72517 r4 DFLSS2xfi;F�1i Vkb; DFL #2 2 x 4 : DFL SS 2 x (3: 12.11 LOS& C� 1) This puss nits bun designed [nrthe reds duc to 10psf butt= dwrd live ]aad plus deed lhadt- OF cm k} 2) This truss has been designed furtbrdfnda u['winrJ iood€ in aLwrdwx ewikhASCS7 -10 wiihthe follosingw wdr•$nld input: l 10 rl Lpn (Fi7 aril d), C.E dos4ChlbMARiskCategoryILOveaalBIUUmt25ftxWft.h=15ft,ErdZoneTniss,B01l[Mdwebsum-ARined. DOL=JAD 3) 1&ikimum swmgcelticbadinghas been anted inwwitd311ce widk1BC 1607-1 4) A MN nmviaWspn nkk x poiru Iaad hart bcm appticd to the BC conatnew v ith orhtrdmd + hm kwh. 5j0*-11l11kC8tCS~ ua[LI Lliilll [%flashm[appfiMtomonhcl2-1 Member Forces 'L" ice; nlialbt ID..ux CEL uhK axial k— rme[ aw.m kw iidEnmt 5r.n mu MA fir-ri m[vfwm 'bLM Olt- M. --4— . it. tides Ti I; aw ir�'1La Dn 632E ?dto tl, 1.%,4 CW4 00lb 4.1 W-M Wool. S f CUDI Uf,:t Jb, i.e 1h.1 !44 tLldt 11AMbp I 401f, 1XI,D. Fl la 341 11 M7 *"71L.. v.7L1 Ik M 4 . 11.� Fi4 E40 b,ffiB ZA371W M 174 0.210 -I'M[Im $6 WE3 59FM 240 CU153 4MI1. 6.37R 531ft ij thkkss noted atl>rr+,zse~do not au cx alla anyr tmas monbaarplBlo v.1ClloLLt prior approval irom aP[tifttsinnel Fnginaa 2)Tt91faWca6onrobarlcc for this mof tmss i320 %(C.1 0-6% 3) F1[rvide adeyuaLcdriortagc to pteuakt Pft&- 4) Brace bottom dkrmiwishNTayvMsheathingarpurinsp iBranngSunm,ary. 5}AL kw one web c1 dlis L u= tm btmn dJ -iped with apwui p4171t in the web. AD panel points on sud[ vAIN %hA he Nmmt ptcr* papeFK taL1R 10 dke ply of the truss. l.ocril bmm shtdl be insm&d wilhia 6 "ofeadt web panel point. 6)AavEp fsdarrrf 1.00 has bear applied for this 17 w akialysis. 7) Listod wind uplift moiers bm cd rm MMUS Only lading, 8)F�npftTL0in,2L (12.1XADowable.2L(IM AiLFFRSONS UKUC'"4aRkl#1[.I< ERB=1 ,*CRn,tZ 1IIVr;.i1.MTRLLSSBFSFDl.PON]fiI:r'1RiA5DBSDCNERAi41Iti ARELTwS7itl"=TUKII-17i'LUALl.I T'rueMd&TnLsWtw=,5,6330 Ui'"1fiElr�'11z1lCIlOF�, I31wIl'G�I�^SAd4}QIHV"lF1CJ41ii+15 5k'l"FURJHI[YTF�F?di3&b1�Gi1.1'RCTJ[1k,'CS IX:SlC74 V{T1iS ISSLR�DWT]HTFIIR L1FST[;fi1AT+li �Le MelalYkp(1,rtLS AMM ABI-MCMEAC3ELPQ4RE'LEST.LE5[CNVIIIDL>MYMIENPial3NEDL(-X]r4*113_'IdtSARFI FD, -MAI +[lV--1-All OMEGAEQU1PMENT PERFORMANCE ENGMEEMG Truss: V 1301 MONT'AI VO WAY, S'TE 4 JalAUw:wallxce PAL141 SPRINGS, C k 92262 tom- 03%19 14:34,23 760-423-909 1 Pam: 1 of 1 SPAN PflY-i QTY OHL OER CAri"rL CANTR PLYS SPACING WGTtPLY I 12-2-0 4.25112 6 4i� D 0-M 0-M 0 A IL24 m IM IN TT L�. c? no 1"1' `r3-7 N-7 22.2-0 5-1-7 fr3 7 —.E... 1 t}6 14 i ri10 5 1 12 •S 21'Aa 21.20 P— o&w C 2 N4 I 9xI0 - 211 5 U-O-0 5-3.7 5-3-7 5-3-7 rr3 7 1M-14 All plates slto>hnta be 0 20 aullesa oUaerVrise ngled UuErlg (pso Gwincral CSI Ditfimtiom U T`=: 711 BL7gCude: C3C2016Y TC= 033(34) YeatTL: 034in L 741 QL-12) WILL, 21 -1111-M4 HC' 4-42(11-12) My LL (U l in L099 11 BCLL: 0 RepMbr: Y�I. W!b 078I;4-t3) HmTL-- 0.02131 7 BM.. 16 Lumber DLO.L - 115 % Rcacllm ri Combo 13ygVidffi d S %dlil WR= Mm (k-u i d Max Vind 1: N i Max � II it 1&X Hone 13 L 75ie [Ain. 135316a Y. 7 1 35 in 1,44in 1X2 h 1Nrial TO L1Fi_ &S '2 x A BC: DFL 55 2 x 4 5hib: DFL #2 2 x 4 Bracwg TC:-9othedorP1uDnsal3-3-0,PatEndedglbyabw5. BC: SbmLW or AAns al IlWA Purl n dmip by Ofhm I) tunshesbmn6%igyAfnrtheeFlielsducto101nihtetaaseiaotdliwbWplus dmiloads 2)IhLsIrwhasbmdmiqmd1lorthneHensofwildbadsinawoad;m=withASCL7-10witht}x:fO, irnguser&Gnedinlwl:I16Mph ("adomdl C. CUXk5nC Ukk4HP. Risk CALglury 11. C?verali Bldg Dims 25 ft x 60 ft, h = 15 fl, [mid ZoFw Tross, Bosh end webs considwed. DDT = l J60 3)1Susimaant stara$e attic badmg Isar bam applied in xwFdMxrvALb IBC 160 --1 4)A 2561bs nrm'salglsptinkkF point kmd has hors appied to the RC mnaumu with outer dcad+ hve iaad-c. 1-0-0 1-0-0 5-3-7 4 21 21-1.12 22 Alk wed L/240 L{361) MeniberFelrms WMId=aMmbff1). EQzWINaialsaoe,+,wsxwtxironwalrnffwa2S LIMItk+ty $iHWL6IM6,W9LMEnvsMr f4r1T rrs � C NO, C72517 oc it 1t 4325 alx9 -L%3Y& -1,U]U }a as 033E o,1vs •1!'AlIhc :T'1M is 0-1414 -a92Ux Fx 10-11 4411 2-aeB bx 11.13 4419 MM U W5 b t 1} 19 -I.?A I Ile 3- l USM -r-.X Ia Lis goo L1I2 06a1 3,IZU +IL 0.193 951 Lts 5-8 C-7m 771 ft 2-1a am m frt a•tn O.aia -W L7 hx G.YA 1 E95Jhs 9.;1 a114 905bs ai 11,7M 1.MLh7 &I 0,145 1,325U Notes 1) Unless na(ed otharhise, do not aft or abcr my mm mnn6c unpW without prior apluovd @om a FhicssimW EFWrara F)The fahl<icWicnto rmmfir thsnxiftrussis20%(Cq=CLIP. 3)Arrvideadetlwaedm6fWtoP--PD uZ 4) Nam how g-n duAi with appnwo i slmlthirlg a puifim par Hmdng 9umrnay. 5)Ai ]mst om titieb of this trans has been dwAgA with apzv4 poiea io the web. all panel pmrus on suds webs sl:u&be homed hbmd y p=pmdictd2r to the plane QftltcImss.L4itxaltn=shedheanstallaiwithin6`Wca swebpeedp(Ant. 6)A crap lacxarof 1,00leas ham aW5td Fw this truss attalysis. 7) Lusted wind uplift teadions based on Ih'I NFR&Onty IoOng- II ran r� SU 4[.1.p�$Ff�RIG4iIIVC'FL4[�xJFt,,II�C'1�i0RI1••�E417ITJC'rAlwYlltlL�S131�'FI7L4'f�!'11L5']RL53l3F�I0�1DR.�14IIVt'ARF51I'�"tRl1L�IID'I>�RFF9a'It}J1i.t• Tnlcl31u1[i6DTnxsSt�ttiwatev5,C�330 CF-ii-IEL,&IRUC OM,LNlr1MOMAN]QUMLICkTR^S5E7'FCIELIHINUEFA=MFALPRC1lJLC'.15MFC— lL4Cirf l' %IID14Llf-IHSLESICNAND F-AgleMetal PMdkI= AWLAWZFFj3MFA(UIQh RBQMT DESfI3CWMCM.Y11�EA13LE) EPALCL Erw]RS WELMID I OMEGA EQUIPMENT PERFORMANCE ENGEC EiRING Tniss: VI 1101 MONtALVCI WAY. 5TF4 JAName:waHam PALM MYIUN 5, CA. 92262 Mw 4i3rW19 1434,27 76"23-9479 Page: l a 1 SPAN PUCH QTY OHL OHR CANTL CANT R PLYS SPACM WOTAI Y 8-4-8 025112 2 0-0-D G4M a-" GO-0 1 24in 361bs 9-1-8 4.9-12 4-0-12 4-10-12 9-1-8 3x4 - a-2s F12 211 4- o t d � 1 0-0-0 4-0-0 4-0- t2 4•Q•12 4-0-12 8-1.8 All plates 4amto tm FAgle 2f) unlem ateraAse mum tmikggmdj General "I Deflection U (lac) A►& wed TOLL ; 20 Bug Crido: C13C 20W TC : CLU C-3) Val TL- OM in Ll999 (4-5) L 1244 TCDL, 21 THI-2014 Be- aig(S-6) VetLL {101in I-e999 (4-5) I I.W BCLL: 0 RepN%-: NO Wbb: 0.130-5) HcrLTL: Oiv 4 BCDL: 11) LumberUO.L: 115% JT lea0bm BxXWdh R4*1BFgWd1iL MmRrai MexCfdvT_Aft Mdx%idLlpbil MmTU#ft MA Hulk 6 1 751xt I51}ui 4961hs Mbs 4 1 5.5in IS4in 496N viaterlal Bracing TC DR. #1 2 x 4 TO Sheofhad ar Pu�f>s alb 3-0, Pttrlrn desigts by C71lre HC= DFL41 2x 4 BC. Sheadr d orFluirts al 10-0-0,PurGndexignby Otbes. 4kb: DR.112 2 x 4 Lauds 1) TN& truss has been desigaed far the effects dw10 10 psf bmant dwrd Eve load pals dead loads. 2) Thia Huss bas bmu designed for the efaas of wind bads in jDmk1m a xitbA9CCE7. 10 with the 5o)}awiug user defused nput: I I4 mph (Fayaed). C,En2wd,Gkkll5p, Fisk C4dgwy14(WcwllBldgDime25ftx60ft. h=15ft. FMZwETmm.Both end urba oanxidelad- DOL=IM 3) Mudmwn €towgte attic loading has bem WAed in aoaxdmw with IBC I W7A 4)A 250In nwmne{ FnxiUr prim bari hoc bnm apked to the RC xxx cwnxtt wi th othcr6 md+ Lw Lodes ]bkniber Forces Dkk ntogm Mmte Ex no Q ma sW fom vw uxrpe tam if akm imm no mar forces 0nlyfoa15 gamemm K r r1tvse moan 1n rk nw- J-5 013; W5 is (-7H 114,13a 0134 bW RE 06 lln Nacres 1)Un1:xWAIXivtltawi-sr,duFMwtwmj=Fonyku€xMM*a0Tpbtc'aithvutpriorappmv31fiomaA9fes MAiWnem 2) The Fah[icatian talrrxscl fo�rYus tooftxttss is 20 %(Cq =131M. 3) ride **uAedni nage to prevent pondiog. 4) Buwbmum dttnd with 4 pmcd slfubngerputgns perBradng Slnnntaty. 5)A,TcT Wm ctf I A hwo hem appkcd fw this Mw wWysis. 6) Listed w nd uplift Tttirms hated an MFRS Only kwbng, 9,�OfESSJ N. Hit No. C72517 N T — 7} AUPFR.94b6HUMC,TMN HATOLIM EiBMWjOR1WL11S1WjANYTRkWBASED CFCNTHZTRIM LfSIQdDRA11•WPiRETOREFER 707 LL I TFMBOkWTAWSoftwaxv5k330 Cr-THhIM7RUC11i7%r-%u rvu10MAbD{LAL1EC.MKMSESFLI UNIMEENMENlEMPRUGUCISLPS[C4 UMISSUEDWrfHTHSt]P.rIQgAM FooeMew] Ptldwis AW-AB EHM &,CUUPGKRBXWTGMCNVLMCM..YWBqUCg XEMCt;AtiT�i 7k]RSAIEL75M SPAN U-2-0 TTa NET TLT 1x14- OMEGA EQUIPMENT PPRYOKMANCE ENGIlWEERWI Tru&-,z VA 1301 MONCALYCI WAY, S E 4 1cbNanr:wWace PALM SPRINGS, CA. 92M Dim; WOW19 14:34-29 7FD423-9474 Pam; lttdI PIPQi OT3( OHL OHR CANT1 • CANT R PLYS SPACING Vx'TfP1 Y oz.0 1 00-0 0-40 01O0 010-0 1 24Ln 11211y; 22.2.0 S 9-7 5tii 7 5-3-7 ir3 P 1.0-4 537 19-1i-1+4 15-10-5 21-1-12 222 0 12 2v 1 -Syg - ' , 7 - sx� ;ix N4 0-40 1-" 1-0.0 5.3.7 5-3-7 53-7 5-3-7 1-0-4 5-3-7 10-G-14 15-10.5 21-1-12 22.2 All pates slloa W he eagle 2f1 ttnless atrLerwise rl wcd Loading General m Dcfkllz m 1) {Iael A11ttwd TCLL: 20 BIdgcu* CSC2A161+ TC: 035(3-4) VatIM 031in Ll817 (10-11) 1.12AO TCDL: 21 'TH L-2f114 BC: OA6(10-11} Y71 L.L. (1-1 in LJ999 (10-I1) L)360 13ULL:0 RepMbi: Nu Vlf:b: 0.76(44) Ho¢aTL: 4A3in 7 EICDL : 10 LumbctD•O.L. ; 115 % R'fIOR TT BrgCbmtra HrgWdth Rtjd&,.VWdth -M-uRe MHxOwUptiil I4InWridgag NLeUpbG MaxHmiz I I 75tn I5Diri 1,369bs R$im 7 1 35 in 1S0in 1,336Ibs 14faferial M DEL ss 2 x 4 VAOly- M#2 21s 4 Bracing TC:,h�RhodnrNu#nsat3l{},[lubndesignlSyOLYers. BC: 13—hcl ur Rmins a l0,0-4, hdn design by Ott[ers- Loa& 1)Thispussleasbeatdesignedfor the efTectsdue 1Q10ImfNittomchorikvr.k dplusdeadloads. 2) This truss has bxn designed for the effects of wind bads in LKwLdwra withAS CEi - 10 with the following uw defined i"i: 110 mph (F wmd), C, Fndawd, CoWhIj, Risk CI¢egory IL Dvard l Bldg Dttns 75 ft % 6Q B, h = IS fi, Fnd ZoLte'Iluss, Both end whs m W iearai. DDL- 1-60 3) nn mLun muT.W allic kxdag has baen implied is awpedaripe wiLh IBC 16(N-1 4)A 250 hs movingllspriNtlar pain kled has beer sN&d to the BC conameW with adwT dcaJ + ivc bmk. Menftlr Forces 1bk miK=: vhvbmil, m®e ISL rraL scat l foLx iFad6ea inxrl maL adel fine} Onlyfwa nlrcn'Kt>InL =4d 3na io ft tik TC 1 7� 1134a 827i7r1JbE 1?Ma: 34 0.351 0.� 37s01ha ]•I�1hE 4Li IF.ICi 123�Ib€ W, L I] u496 L920 1142 0441 4759 %dl t-i2 435E ?A?S4 1 a.Ifa 973 � sA 41:33 .�[ 0. 2-L2 %Wj -m+In He i74Lal 64 4.i64 .8;316s 2-L L 0. L$S 103� 4-9 0.761 1,834 t�0.149 •� @€Nil owl -4MIN ily" 1.411R5 t)1;n19SnraaiottLtrwiMdonit€utaraltoanyWESmtrnh&nrphlewldwLLtIuinTgvavdlfirmaPtafea.iocr�lFlLl Taxi 2)TILefILh[iiiaLti( lQkZq}, pGfin•tlLis roOE=is 20%(CL1=OAYU 3) Pmvide edh3LLLlmdrmnW tnprevi:W podding. 4) BLam bottom dlftd wiL [L appTVYgd sheathing cuPLULM Pa Bring SSLnnmL q. 9)At Imat ow swb of this trim has treed desi$nea w th a parrJ pmFA in the web. AN panel pau is on mA MMehs shall he bn oal hu ally pfrpeDdiobr to the plmle udihe truss- Lalm-FO laacrs shall be i nstalbd %11Nfl5 '0T= 3L wrh RmkaPLrint, 6)Aawp factor ef 1AD kjs hem anted fqr this =5 Er19 sis. 7) Mai aoomald'a-K3lt bd'Uk2n 31N[1k; fi WUf hLaing and wilco the ouiside edge of iheend wdr nLeets the buttum side of Lhc Lop lord shall TIN ewmd 0.5•• 8) ❑ lndial[s 06n•SlLv�fLtrnlnxaa o-. 9) Listed wind uplift rekliom based rn NIWFRS Only loading• sa Ta 0 T1 T ALLPW-NCMFABPXA71WAilk'M I1VC;FR nN30REWD%1JQ^t€Lri4YlRMBASt=DUFGPITHISTRL;S$DSIIiNIRA;1'U,rjAR13MUUCIW'[Utni,HLTOALL I TneBuLaTrm.5uRwmv5•Li10) CF7}Kg15I1i[JCI1ChS.LAfIIi�LlLiaA*ILiQuAL&umQ'6SffF01IH1N1MLaEhff:1dLLPIi(XX1L'] DESIt3a[Vt71ESLSNIXDWT[HI'<➢51'ffSIiNAND E:A&MrWPRd=s Ala a alit F IFIRUM FJ�ELY[N R> [15T,>OFSICi I WlTJCNY;4i N1V F?I3814fEG4LC CX Uwii'1[7R5 AREIJSPD. OMEGAEQUIPMENTPERFORMANCE ENGINEERING Trus& ` 1301 MON'TA1 O WAY, STE 4 J&Narrle,wallaoe PALM SPRiNUS, CA 92M D] im' 03]D4119 14-34.30 7fa{]-423-9479 Fagr: 1 of 1 SPAN NICE QTY OH[. OHR CiNTL CANTR P[YS SPACING VMY;lJ1LY 14-14 025112 1 UUU 1-1.12 "WD 0-0-0 I 24ie 69N i 1 rr3r0 4-9-7 1-1.12 4-8-7 9-4-13 14-14 JT 2 fI ii 0-25 1- 31 4I sq - 9 2141 5 S- eS - 2A I 90-0 y F 4-4-7 F 4.8.7 All platys &rwn tolx Fsgle 20 tmltss othemse ncted riding (W General C51 TCLL: 20 i1ldgCode . C3C201U W.: 0.13(3-4) TCDL: 21 1 TA 1-21014 BC: 0-M(6,7) BCLL: 0 RepM6r: No 116b: 0.29{4-Q 13CDL: 10 Lumhd DJDL -: 115 % 4-8-6 $-A-13 Den" ion I i (loe) Allow YntTL_ OM in 1-1999 (6-7) L1240 k+ert LL: 0.42 in L I M (6-7) Lf 36D Fkax•ll-: Rulio 5 Reaction Jr H;rCotnha 6 'Mith It :EmWdrn Max Rcw Maxcmwl fi Maxil4irid Upu Marll U '4mKmia I 75m 15Din 8?z9e 74itit 5 f 15 in — 943 liar NLgerfal Brming TC: CPL Ss 2 x 4 TC: .StxaRhed arHab�s at s s� r. r i] ae�i�l by oLlr�s BC: DR. SS 2x 4 BC: ShelbeaofPL nsailfl t".1'rdL, dnigauyaLr2ir. vim: IfL #2 2 x 4 LmLd6 1) TWs cuss has been deaighed foT Lheeffmis duc w 10 pef bottom dived 5veioad pl & drgd bmk. 21 This hugs her, bccn #cMped faa-the effects ef wjAd loads in aDamimm with ASCET - lid with the ful ming usrr&IA inpul: l lOnwh jFalaml C, DwLarttCvbk� HAPiskCalcgary4O-xMBldgDims25fcxb0ft,h-15ft,EndIoneTrms.Bclhendwehsoonsidaed.L7L1)—IbO 3) Kr]illlure stmAp attic kaading hay b= applied in wmmdarEe with IBC 16WA 4)A M bs mowing}apnukl& psn--1 kW has ban applied to thaBC maammL with mha dcad + �vv bat. WakerFarres MbitikruLm'1.6Fi-a OLT,— -ill rul�rrmmqxrwIL k• —:,Mbw„ o,rrrM=„Kmu.f.3Mb.3Mt 404M ihexibO. 'Ic 11-2 C17L a,a�x3� 12-3 0.1-8 _IKOILaa 1'.0 MAO .L '.-Is km I QN5 411 Lte 1+5 a29L 1,5L4]bu 1)1IrA=nntod43therscimd6notrutorak..lytrussnwmk¢wpbk%+ limn priorappmralfmmaAafmsicmal2ngjD= Zlbe f9briMM Ia)laaocx farLhis toafauss is 20 % (Cq = OW. 3)1 Lnm is for V*ucal intTepmtstian mly InstaD hanger pd' maturfatwsys Foamunmkicu. 4) F midemjqu&e drxihageto pmevmt pond ag. 5)HFAWfonumchidwithapprovadsl-estLingcvpcvkmpaBFxkgSaFm y. QApvq 6Lxorof1Mhmbeenappliedforthisbwsalsaiysis. 7jKmwiLnfcmrw"ldumoiluldefawofbeaugand % aetheLmLidcedlmoflheaNAwkmaetsthebonornsidecftlmLopolatdshglMexceed05" 9) ❑ 1ndi=mT om- uavral mLS bm. 971;sred wind uplift mx liom haa,ed cm MWFRS kaarhn8. 1}-0-0 O3m4 W f {r 0 i:�. O u No. C72517 N ALL.PFR6CMFAMCMElr,HVC1R4;EULM DORINSLA 7<NGA_NY7RLlSSBASEDUPCN 11UN'lRl-SSDEKLNDRA%IWMRRTA157Tt1-(('IIYSiORIFl3LT6ALL I T.Rudd&'f mSoftll.1S6.334 OF1}ELwG7RLt'ISOC6.1n4>t aL A QLaryfiFiG�IOCaLSSC?11 x1[xuw'1z Rn�uv-1R [aC1SLsf?ST�uLa�1L MLEnV MTA9rJ; TrNAND nip maw patlLLets AVkUA1LEFRQMZL%a6UKNRliLXWf•l] iCiKWJD{BwlYPIHFNFAaEhE6T,4l.OWar]URSAREI J JI�f1I�I1J a.. .nln+rn OMEGA EQUIPMENT PERFORMIANCEENGMERING Truss: W1 1301 MQN]AL,VC7 W.jkY, S E 4 IobN2t„e- wallacr PALM S ML; G5, " 92262 Bate, OM16419 14-- 4-.31 760 413.9479 Page, 1 of• 1 SPAN PiT+CH QTY OHL OHR C'AN TL CANT R PLYS SPACENG WGTIPLY 14-1-4 tMf12 1 0-0-0 1-1-12 0" 0-&0 1 24in Mbs u 2+ B 5-2-14 5-2-14 1-0 1-1-12 u 71� 7-4-15 12-7-4 14.1-4 7916 - 4 - 0.25 h 2 41g • as 46 T �Nl T , 4x 2x 14 z aj aka, 4 a a o s a "-D o-ao ? 1.8 S21d 52 1ai 1-s-t) 2-1-6 1 7-" 12-7-4 14-1-4 All plates shown tote Eagle 2D tt &m atltet sie rated L. udag {pLsp General CSI IleFlectlorl U (WO AUDWed T1CLL- 20 B1dgCodc= CBC2010 T1C: 029(2-3) `drtTL: D.19in LJ843 0140) WM TICDL: 21 TH1-2D14 BC: 0.48(7-9) Vrrt11= 0.06ia L1999 9 LJ360 BULL- 0 Rephibr: NO AEb: OM07) H=TL- 0,00tn 6 1sCDL; 10 LtnAaDlO.L: 115% fssrq J-r k Canto Wi1Lh B WOh MexR= hoar LuvU h VkxRlndU fl NIm ft i eI Honz 3 5 in 1 1 154 in 919 i-s - - 741hs G 1 l S in 991 bs No. C72517 7x4 •r rr�agxPuAi at3-sLa,�,a�gnayotnm. TM` � SS BC: D19.SS2x4 BC; RxathodarPadnsat10-0-0,FtJt ndesign hyahca l kb: DR. #2 2 x 4 Loam NIL ) Tfi9 truss his been d-!Agttad for the dfiedt ducto 10 psf kakwit dicud i rC bad plus &RO kretls_ 2)Tl strumhmbomdmped%¢thee$ectsafwialk+adsinarmdmmwiLbASM-10WiththefAbwingaccdefined'mjm:t:ll0rttphTecredl.Exl+ostLnt rl C, Fiwkm* CA alHij , lit sk C'�ttegoty IL Cm rd Bldg Dims 25 B x 60 ft, h = 15 d,1=nd •Lone Russ. Both ad wcbr a i5W md. DOL=1.60 3j hftnimum strvaW Ulric km&ng has bear appfed in a000rdwwe with IBC I M.I 4)A250keraoviagisptin pc)amloadhastom appledlethe. BCeoucuumttwithuffimSwd+Eve leads. MenllberForces vbklt±CM!O!nW,tan),W&r ,,RWUWbFA[rWOWWb=lf&ffm trtaMtrmL&4W b.4Od rkzmrmareMvxx�.aC,,.LthtSUgE tt t-2 e,Zla-12411a 34 Q23R A2IF& al [L24# -_fly �. 4-5 n=, fiv7 lb; 8C V9 0.02 3-Gtl•Ilita SY•77i 0..7? Iambs ONEE,CAEQUIPMENT EERFORINANCF.ENGINEERING TTTLw W1A 11 01 MONTALYO WAY, SM 4 IoWan-waliwr PALM Sl UNCYS, C. 92.262. (�tC: CC3�k11�f14 14.34;U2 760-423-9479 Page: 1 aH SPAN P= QRY OHL OHR CAN1-L CXNTR PLYS SFAC %G V4'UTIPLY 14-14 02,5112 7 0-0-0 1.1.12 aao 0-0-0 1 24 in 741bs 2 t$ 5-2-14 5-2-14 1-6.L} 1.1-12 2-1-8 7.4-6 12-7.4 id-1,4 6447,4 - 0.25 12 _ 47�4 - d I 5 13 0�U•0 0-9-t] 2-1-9 5-7-14 7-1 7-4-6 AllpWls sOmmWheEagle 21)unitssothelwisenoted 4-44 0-tl�[1 5�2-14 T.g•0 12 7-4 14.1.4 IAW tg {psf} General CSY Dell&tion U (lve) Anlnved TOLL: 20 81dgCodc: CEC20161 W'7 6.10(2-3) YarTL 0.21 in L}769 (9-10) L}W Wf)L : 21 TR 1-2014 BC: 044 (7-9) MALL 006 in L{ 5999 0.10] L{ 360 BCLL: 0 Rep Mbr Yes llk6: 4,87(3-7) HouTL Om in 6 BCDL: 14 Wm rrUJIL. 115% ReaL*n ]T brg C:sllnlxr 13[g VLitElh R46 Sty 9iidril Mex Rma MaaL Cm L'pI Ll Max Wrd 1lpiiit Max Uplijh MmL kJmz 12 1 7 S i¢ 150 in S94 [m 7rf be 5 1 13in — I.fl ih% NLqurial TC - LPL S4 2 x 4 HC: UFL SS 2: 4 Vkbc UR. # 2 2 x 4 Bracing TC: 9=hcdorPk bFLsar3-]OD.Autnaesig,tyOthm, BC: l us i &[ i11S X IO-".Ad n design by ptix=, IHAd6 1) This buss bw bean des4rmi for Lhc dTO2W duo to 10 pSf btmtltn dKA live bad pkLS dead balls. 2)Ibis ttumhmboatdCSk9Pdforthe effedsofwind ]narkinamomL pcewid1ASCE7-10vilhthefukYwinguserdefined;T,t:1LOlnphWw6wA),Ex� C,Etdvs,Ca*ft.Risk CategoryE,GymABldg D7 m25Aa60&,h=15f,EMZomTN45.$nthandwrhseaBL4fferlDE71.=I(tia 31 146n mnm 5tdrage altic k3ading tm beef[ applied in aum¢lanre with MC 1 W.] 4)A7-50IsamiV/s anklurpointWhmbeenWpWtotheBCatxxrmvltwithotht:rdeai+Eyekmds• lYlL nibe,I Forces We : t'Aei - f]. — CRL FM HUAI kPX, (MM C MX b. ,G7f d1 VM 541fI nQf BiO� $�1 {X1141�°.41Mh�Ufn 7AXlhc �edxw�n n Hl.i ui•► IC ]- 23 A17.5 0297 ],5ylli6 1L: 3e 4A O-4T iLI% -93opm -jwa. I1C 74 a "1 47U Q3�} 9737hc V4{eb I �7iNT 83 1. $7 fishr -1.42I K. 40 ID333 :,'7321te 4-7 aL04 -3871k 2-10 nj% bt2lbc 5-7 lk;n L"wt 3# O-W 2d7 11x S6 0.1 Lei 4m 1ts NuW.9 1) Un' = noted 0[ik3'm A do Tv cut rz altrx my h1135 nimber or plate Wlthbul pinrs{1 m al 50m apmf-mi" Engineeu 2)Tbcfablical ntokmot-feudisn,ufttus9isn%(Cq=0.801. 3}Hwx iafor guvMc iinttgmmicat&4.In udlhangerpx1117hutA:iumetmminwmdatim. 4} Mouirlcadoquabrrrai nage to prrwent poodilg- S)[banebotlomdmdwitha�sh rkgofpurhimper ffiwlg4rmnlay 6)At lead one v*h of than buss has berm 4migmd With apmmH point iu the Ymb- A[ pmu4 puints on such webg shatnbe Immd htQa>Iyrpapm&cajz to the plan dthetnus. LWd bMM sha➢beinlLalladwithin 6"nf•cwrL*rbprC1point, 7)A amp fworof 100 has hum nppb ed for this mass muhsis- 8) listed wind upL@ iewb ms bmxd on M'` 4RSOnty k aiit7 ESSSif No. C72517 1 m PSI FWCM FAMCQMN RAPI1LM RUC r*+U ott MRi].U%U A.MY7RL6 1O SW LFCN% IM IRM DB[CN MA14LNCARE MMIrTM ICIRE M IOALL I T.B-111J&TrttsR Softtaam r5.6330 gF7HEIhSMCTFOKS,LIh4'LP',MNSANDOLOLI•IClLI1-MWrFORIHIN7WMaEN, 4 PRODLC7 EV-,,TCNNGTF9ISSN;VPIHTHSDESIGNAND e:.MeW1}tlC x[s AV&ABL ROM IJNC;ILI-" REQLFSr- I LNM W Ill 17ta Y W WEN rACdP 1 >E•ml cn fn'1[3R5 gp,BLM OM EGAEQUIFMENT PERFORMAINCF. ENGINEERING Trum, W11B 1.101 MONTATYDWAY, Sl,A lobName-wallace PALM SPRINGS, CA. 9= Ntc: CC'yt14ir19 14: i4:34 WM23-9479 Pale: i of 1 SPAN PITm [l7'Y Ott.. OHR CANTL CANTR PLYS SPACNG WGTIPLY 113-0 025R2 2 t11111 1.1.12 D{" 004) 1 2011 71IN 1 d-4-12 1 9 5.2•14 5-2-14 1 -0 1.1.12 1-34 B•6.2 11 �4 13 3 0 6x 4xj - 0.25 F12 4rt4 - 21441 1 1 & _ �� I 15 14 2x4 1 4x64 • a0.0 0-9-13 a 5-0 1�-A �2-1d 5-2-i4 , 1fir0 All pinks atnrvn L9bc jaggy 20 unless att[rrrwise noWd, L Wing (psf) General CS Beflection U (1w) A3wed TT—,U- 20 Bk%CtAe- Mr201(v TC: 0-27(2-3) 114MTL• 0-17in LIZW 179) L1240 TC'D . = 21 TH 1-2014 BC.: 0.45 (74) Vat fi 0.05 in L 1949 9 Lf 360 BOLL: 0 RCP mbr: No Vft 0.75 (3-7) HurzTL, 0,06in 6 BCDL: 10 Lm,berDQ,L,- 113% Reae im Q JT ftC'bFnbo BrgWdth RVBagWdth Maxkesl NLut^,1sv[frEf, TaxFiirxlll�ft MaRlJabft Msxll�r L 1 1SIM — llktk 74It b 1 15 in — 952ms mweriA TC; DEL SS 2 x 4 HC' 1)W-SS 2x 4 W-b: DR.,2 2 x 4 Bracing W w7t lhtdoFPariim x3 11-0, Hutin designhy0tht2s. 13C= Sheathed ar Ptui[1a a< l0-00, P1o$n dcaigri by Oltles. Imads 1) This thus h-n bum daipW fbahc dfcas due 10 10 psf bonom tlrord five iced plus dead knots. 2)TWilmhmbomdesipedfortheeEixtxof wind lmdsinax01dmxzwidtA.4CE7-10vdLhthe foffowingusQdefinedkn r 31CrW(1 C. EP4=d, CvbWI-&p, Risk Catwmy If, Owm4 Bldg Dins 25 ft x 60 ft. h = 15 ft. Fixi ZAm'Itvac, Sank erxl wrbs onxidemrL N)L= 1.G0 3} NfrNmur[t stonge attic badiag h2 s bum applied in IBC 1607-1 4)A MIX mu,•i[tglspr Fdk point land has hem MPPbed [o the Bf� =x%ff tt with otherdmd + bvc bredx. Member Foms TAlk Rd—"; Na" ID, ew dML mem sde[ ftak vmw qxw. bm tfd*im ioro mm aril bcsk t a,l,1r, smJr eh,, anytx ue h. n,u ett t t �w f 19,()V E S 5 9 LOU No, C72517 CC Im Cf OF CAO 1 TC 1.2 �-3 om U2N -031 Ibs -29 lbs .3A m AZ31 0224 -al m e -M.th Pa 4121 tk,$l7 . It. I+ilbF !-1'_ tiff, nkr i7 a"; -ZW71■ 1'10 all 1,32 U (411, �.7 0.0m -steit# 2-10 0-Im ?MU 5-7 0.2i4 1,21LN 4 2 L24ft 15!a Ls " 6.110 AI31bs Notes 1 } Unless holed ob rwisq do [tot 44 or dxr ally miss mamnber or *v without prior approval fiacn a Plulrsuvnal Eughw [ 2}Thc labncaaion tol�u�frx I}u3 roof inrss is 2096 (Cq=0,80). 3JLVW s awforgrqhicalin[eqaeatiao WAY IWIMJharV" PWnWufati„nM`Aeeonmu -gnMwns. 4} riM& sdpq C dtainageto Prerrrn pac ing. 5)Bmoeb(AtLxndjvdwithappio slteaftLVorpuetietaPfFR,song91m[[rezy (3)AtImstonevcbofthismum has hem desiviedwithap;ad1"ilin[h4,mob.ADpool pointsanstaxtebsshadbehmodIgamItypa cularlothepkmc of floc [rt,7gs. Lah3dkwm shall be: inswW widd n 6 "af earn v eb pane) PaLr!- 7) Aavep hamof 1.00 has been �vl,Herl fur this trus arelysis. $) listed "ml uplift pmi-,#ioxm bgxd on M AFRS Drily ku±ing- ATI.I�tsorisr>�21G�14�x'xHAhillu�C.pReCrmrG¢t1i�D4i].LVGAhY'fRIJSSBas7'nf�alv'n�s7R[bs1[rl1x�.�wttucawtemisntilClfm7C3Rf]73t�1o.�1 I Tx„e�uildC�TnassSoftwstev5,6-3-�i1 cFnn�lRvrn4f&[¢�uTAZSCfsAhDQUailfZc�not+sssrr1N71♦GFAdGfrt�uv>Mtn[xx1Si>�srcaa[Va1Tlsst�nv4rrH�stx,[prgt+p II EFkCA4F4aELTCWH.egr�e DESI{I~1WIDON,YW�2N1 A aRMFVU.C1C�FJRL'ICli3AREISEQi �$leMehlPmdtlGts AVMAB OMEGA I UIPMENT PERFORMANCE ENGINEERING Thins: W2 1301 MONCAL'VO WAY, SM 4 lobNank�: wallah PALM SPRINGS, CA. 92262 Dare: u3AW19 14,. A:34 760423-9479 FIAW. 1 of 1 SPAN PITCH QTY pl{L OHR CANTL CAATR MYS SPACUtiG WGMY 13 3-0 {l25f12 3 0-0-0 1-1-12 040 4-0-D 1 24in 62lbs 14-4.12 450 4-5-0 _ 454 1-1-12 Sor - 0-25 :12 3> 4, , 51- 9 T 2r<84 1 5, 5 - ss - 2A a•a•a fl,a.a 4-s•a 4-5-ti 4-5-f1 , 4-5-0 slab 13 3 D� Allpkies9rItFJ4R7tobeE4a?(}unlessa6envisan d Lmdirg{Pmf`} C,eneral GSI Deflection U (FX) ANo"d TO-L: 20 B4Cndc: CK2010 TC: 0.16(1-2) WrrTl.: OA8in LiM {6-71 LIW TOIL; 21 'IP11-20t4 BC: 02](6.7) Vat1L UA2in LJ999 (6-7) LJW 13CLL: 0 Rep Mbe : Yss ikb : 9,28 (1-7) H='IL: U 1 in 5 13CDL: 14 LamtxrL40.L.1 115 uarutr F Iteacli0[t 9 Tf RjCnmho BIgWidrh RgdHtglhidlh MaxRcm-L MuGwLpNR MakWndi-�)ift A tLJvlift VL)LEkuix a P.- 8 1 1-5in — NOlbs 74h 5 1 15 is — 907 ax C�.�j , (+Materiel Bracing No. C72517 N m TC: DEL. SS2x4 TC: ShattharinrltulinsatS ltW,l��idexignbyQ1f1e1s, HC: D A . SS 2 x 4 BC: 9�arlaedm Aulins,u 10 p Q Pu[rn design by Otlxrs- VW:b, DEL M2 2 x 4 Loads fill 1 } This truss lras hart drsigxd Ear the cffW5 dueto 10 psfbottorn &hand line land plus dead bads, 2}Thistruss his bearLk2ipWfix arcf{agaofwiadbedsit, Wx xewiahA5CE7-10Alhthe fDbMnguserdefined input_110Mph TaetatcdhEXpasurt � C, lvvtclosed,Ci bWfiip, Risk C`Arpxy Tt, OvmA Bk19 Mims 25 R x 60ft, h = 15 R, Pisd Zt ne Trurn, Both Pnd webs mncidavl. DOL= I 3) Minimum storwAlic krading teas bofm Hppicd in mmwdanm with IBC 1607.1 4)A 250 k>s Taovitlplspcittkllrpoiar- ]nod has Nan applied to the BC um u "with od) ar dead t are ksads- "emberFwces fra errmaosikwd(x,12tc2ad.3UkEmgrwinensable IC [.-2 9.16S 1.34ih• rya %L,'7 -1�31ti I.0 a1111 4.."RN I IAW a � a W 4 �Ta 1s za u.� �"1. 41b n 20 1•. ¢ a 1414c7 t 7 9-714 1,439 Re { 79 Ni ? d GA93 -315 N 44 d tplt $19 the Notes 1)IfRkts3wraiCOWr i=sluntx[mlwailerburyM11.4memberarp1gL2WithmipiarDuvalfromaR1?fcssiotVtErtgineet 2)Thei&wkXimfokrff .-furELsroof'[ruseis'10I(Cq=1-Ml. 3} FlsrMg�xa � far ��i®1 irMrelw�slipn only 1ns1aT1 barges per nreiUFxiurr� rC94trYTaltldEti4115. d} ]?ivxide ada9� 1° l�� P�nS 5)SO E kxittam duxld VAlh aptvovt2j shmd1ung tx pahm pm BTmdng Samaimy. 6}A+mxp faettxof 1.00 has hear eppied for this trvrss mrsfysis 7} fisted wired upU r=irms kissed on MWfRS Only kaiding. A[LIB.51�risr-�,B1tICA7F[+PG.F1AJ+lnl�k�,II�`r[v�ORL�znkunlGAM^IR1155H�1:z_}ru�txyn3s�Lbs�lC�[�iAt4u�NlClrs]xu:l�nlvR>�'m,v�. I TaleStulti�TnssSaftwaiev5'13i1 dF I>II�SIR[7Ct1Cb >_IhJ< P t7[lSNQJ�IJfhf1)•I{ll1Lb SI C�UH R f 7H6ECdE hffTr54YRL1DUC15 OEiTQYNliIF3 rSSIIQSl�i1H7i IS dflSlCx`fA[ d] AWU1 %hMRLML&I F.LtPOt PMCX TDE$1N%%LMCMYWEXE4�3MEL�LffZUf-1CRSARELTS1M Fd�CMetalFivriicls AVOID SCRE 1141ROUGH PI PRE -DRILL,& VERIFY FLA] RPSERVF CAPACTTY 1-7116" 4" {= SPACING r-- 24" 2" MF P�fNTLQ1Q IA'PSD61SDW SCREWS FNMSFVDrL Ij%V S GMJ%]W SCR FWS N7)b SPFhiF 2-FLY (I Nm 3-FLY C45- 4-➢I.Y{6"MK 2.PS-Y{3'MIM, PPLY(0' WNj 4-PLY0fi-MW- 5w 1 1 2 2 2 2 I.000 2 2 3 3 3 3 1,500 3 3 4 d 4 5 2,OOD 4 4 5 5 6 6 2,500 5 S 6 7 7 8 3.UU0 6 6 7 8 8 9 3,500 7 7 8 9 10 11 4.000 8 R 9 10 11 12 4,500 9 4 10 12 12 14 5,00[1 9 l0 11 13 14 15 5,500 10 11 12 14 15 17 6.OW 11 12 13 15 16 18 615(1) 12 13 14 17 18 2.1 7,000 13 14 15 18 19 21 7,500 14 15 17 19 20 23 3.000 15 16 18 20 22 24 8,500 16 17 14 22 23 26 9,000 17 18 20 23 24 27 9,500 17 19 21 24 26 29 10,000 18 20 22 25 27 30 P = PM012 2P550 3P135014 Yf2UUf2 2P}250I3 3P12509 C'ONVEC'1'OR ON HEAD SIDE GENERAL NOTES: 1. ALIiDWABLELOADS IN TABLES ARE STIOWIti AT THE LOAD DURATION FACTOR OF CD =1 DO AND SHALL BE MULTIPLIED BY ALL APPLICABLE ADJUSTMENT FACTORS PER THE. NDS. LOADS MAY BE INCRFASED FOR LOAD DUIIATiON PER TI IC BUILDING CODE UP TO A CD OF 1b_ 2, MINIMUM FASTENER SPACING REQUIRFAWNTS: 6' END TDISTANC'E, I- 7J 16" EDGE DISTANCE, 528" BETWEEN STAGGERED ROWS OF FASTENERS, 4" BETWIMN NON- STAGGERED ROWS OF FASTENERS AND 6" BETWEEN FASTENERS IN A ROW_ 3. MAXIMUM FASTENER SPAC7NiIS REODMN'LENDRD TO NOT EXCEED 24" ON -CENTER EXCEPT AS APPROVED BY A QUAT,IFIED DESIGNER. 4. FOR STRUCTURAL COMPOSITE LUMBER (SCL - LVL, PST, OR LSL) LOADS, ASSUME. AN BQUIVALENI' SPECIFIC GRAVITY OF 0.50 OR HIGHER. 5. RECOMMEND I ROW FOR 2x4, 2 RGWS MR 2x6 & 2x8, 3 ROWS FOR 2x 10 &2x12. b I-WrALL PER MANUFACTURE RECOMMENDATIONS, 7. ALL APPLICATIONS ARE. BASIiDON FULI PENETRATION INTO THE MAIN MEMBER REV. 2.1 ARAMUG MULTI -PLY TRUSS GIRDER PLY CONNECTCR &UMBER 14EAGLE METALFOR ISOLATED POINT LOADS f (SCREWS) GAO: RC DR-2 DATE, 03116118 r l Ah_ +ate A,4 0^ a -yr ' ' W r} r3 {7 O x Q w O _x G +Z $ 7 y { -Z ¢ 7. i CC yy yn 'A F��YYYYY�� TTF srbE r HE A D 511E F HEAD 311E HE�p 5[pE � ■ � w a� a u V 41 i4 4 N P � In In L Sa 4- 'yL� 'A N h yM p `tl u 9 O � y. P O A Pp� ')L w1 � QQ C 4 � - m 4-e�, N gi b In i� x h�Z o 0 _ 4 4 6h �6 4 Q` lw lr h F Icy N O N w { :e i •� - K v r� w 4 •i �i 2 IS b J '1• W O N 14 MULTI -PLY TRUSS GIRDER PLY CONNECTOR EAGLE METAL FOR ISOLATED POINT LOADS (NAILS) REV: 2.1 PRAWHVG ENG; MDL+ NUMRER CAA: RG 0R-i iDArE:03116118