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THESE PLANS AND SPECIFICATIONS ARE THE <br /> PROPERTY OF USA SHADE AND FABRIC <br /> STRUCTURES AND SHALL NOT BE <br /> REPRODUCED WITHOUT THEIR WRITTEN <br /> Page i of 6 Pegs 2 W a cepa 3 M 6 Pe914 d 6 <br /> PERMISSION. <br /> OSA-103 sees Nlrm,r elcxar�Nrs GSA File No.: RCRnuirrl IM FM Ha.: RaINWO DSK File He, uimwmRwd DRA Prl No-, -- <br /> L- DSR-743 I.a„l sndplr _--.-_ DSM703 as,sa b,rzri DSA-103 b.,.p aivm7 <br /> ® D SA q A ppllcatloat him: ®I D SA q u Appilotillon Noi ® DSA q �_�, A,pplo oo No.: ® DSA � I Ap "Ilion No,: <br /> ust of Required Structural Tests& List of Re aired Structural Tests& List of Re aired Structural Tests� List of Required Structural T$s#s& <br /> Puaobvlb6alOLaLbaerx : R..#.rk D.rkaonPmrwrlerer RaNaedl aaltl4boR1a6saiERlotlai RarMrk Prates ii-A.rF..... Rle'ralod: <br /> Special Inspections - 2016 CBC Date aa��n: .....r.rar ar.aw..aL rr..raa, Special Inspections - 2016 CBC DO%Sub11rtad: �� Special Ins ections - 2016 CBC oamSabnllned <br /> p - - --- - ., ....r.�._..�....-., Special Inspections 2018 GBG GaI.SPbmflhd: _. . <br /> 1Mideo d - Bailee- .- .,�--•,���•••••_"R�r`-, 11.rlee! Row-load: <br /> a'�oo3 M41°e x b- aanwa,4ndtak rel^rrrcc:np ares,. TM LOR T910A,2[1978.2x'}.ACI S1&u Stow 26-6.1,2 DSA R 1'-10.76 + WOOD x 28 SHADE FABRIC MATERIAL CERT CERT CERTIFICATgn gY MANUFPCTURFR;,q i'_.TEp EY N£J'ECTOR OFRFCORp <br /> Nero x CERT CERrIFICAT.DN BY RAANuFACTt1REFr,ACCEPTED BY NaP[CTOR OF RECORD <br /> c. iDWnp uvip.M P4oerml'rL NDfica6a epvpkn6na fa Elmnpm <br /> IMPORTAIRr.Thla form 1'dnlY tl sulnnery hk of ayLr.luul NaN and soma 0'yrs spade{ IN LiC'BCNS: irk a p10s W(+) ro arty Category or 6ubcempory{o rayeel aadll0gel x dw.9an4rmpumpNp iff C9Mem leke.ar+Y Teat LCR 7ee417a1&9 aLm@ACI31&14 Beef a 28.3 S 26-12 t]THI=R <br /> ImpoaftriS required fpr yd orlgoa GWRIM1y,ala SNGIbrN 16416 er,d'pedal limpaodons leak amid spatial IrMpe.MlonS.A Shaded box Indio t 6 t6Ft Cr Spatial V95001I0e that may oa d M1be n1n. L3At ofrequirod voomw <br /> rated on IMs farm era those from will be performed by Ih.GeotahnIcul E%Irlearof Record. IagnlrW,dooknding W.are%Cope of the DWAINGdM and Dais ISsuM.A Shaded box on be 7 d TMltplpryw(Pa. Took LOR 19010.1.16(190L3.7'$RCt 31B-14 8rdlon 26.12 1 Soft dlenp end limped on:DaMaCMbd Varied Report•Form GSA-273 <br /> LehonoW of Record.or Spacial Inter.-he eckew romplale last":nspactw progrwn dukod indkaHhg your ael'cicr of thattaat latae:A mNua(-)one category nsubD6i.ypry InepeDlEoII: 2 All alts WmI TMHna'Labm"V~Rapp)-Fon USA•291 <br /> mustt operformed as dNa14d on the VSA sparred downriva.The apper49x at the bottom hoadin7 4ldkeke that it can ba collapsed.Ho"or,any salow"s you may have made YAN us <br /> Maria Toren idana Exs rods NOT..bjepw OSA mWeaments for apetiai's,B"m or doemd. CIN&run 7,.^COfAPILE'buBM QD anPw o ay the beta end kNpeclwrw FraFlly 9eleGted. % h. Welds 0 onkrnl awes- Pravltle tpww 1n osolm our STLEL.owlsom%li as[W 192M 8 WbwN- � <br /> aWctural Bating.The proIscI Inspector l6 respor,tlble for pr,7ripng lmpm"of ON Wets of Forma inilm .tlon on boa oTlMafarm,fae OSMOS.INSTR t MASONRY Tres 492 VACl IROAVASCE 5.187.1,103.1-86 Torp Wk-1VA47571-14 VASCE CA 3 Tdmp 5 4 ShpVfadlrapinepectlm:LeBaelay Venfied MParl-Fenn h:0.-291,u-mrindepemMH>•wrmaAh,p sill speclal6wpecdm VanAaa Repan-Penn GS4S6Y <br /> vtruct,Aelw 3nciedhg brR rptowdwtl m,spFdn lmpPlkna rwl Ilebd M IHS ,anchor M USASHADE <br /> aWcturef owed framrnp,Mgh�pedvwad drephregnre,cc4d-fanned claw irwnfop,lencharage of - STEEL,ALUMINUM 7a41e n705R2.1,R1aC 303-10.ASC 360.10-A13C 944.1 P.Ah®c 3!8.10,NS-5ILOOifa2.10 Ma 80R eawllaaln LMv vetlud n-Fa'm RSA-7.B1,a.1G dfml W & h d4nirerlAWR •Fpm❑aA•292 <br /> noinigVLitNsl Components,ko-,per We 24,Fart 2,Chapter 17A. _ � mne <br /> MGM;Th6s form Is Asoevellablafor pro"submdted forrerlew under the 20x7,2010.rend 17. STRUCTURAL STEEL,CGLOfGRtttED STEEL,AND ALUMINUM USED FOR STRUCTURAL PURPOSES <br /> 2019 CBC Nhr(orl6 V.1fi-flg S Type- T Pere w"Illy- <br /> ., VSrlyid involve <br /> all meddeb ens: E-rndlrxW IM 6 nwial pwpocg0n Iswbo M 11ArnW by a roplekred mooloci rival wo0w2rM or & Fabric rS t r u C t u 1'a Sk <br /> T208R.1(920&1*J T.be.1706Ar2.1 Imm Srtc;AMI 5100-0Mr 40 Becton A2.1&A92,0.151 wdlnuuw-rr�dC¢Ia.etaooMeuoueapadetlmipaid n r M-whol <br /> •Adacatireataa indican rrodrNf Propwr4M that edmprww+ apepu or9'� rtes anttrp17M r4P1•••d 'v <br /> x P.dpdk s200.128eWm N,WGI8720.11 S.Epn Ai.'Ey apodal In INed ddnaden Mon <br /> Nod:Rrdwerrc.a I.to 0.Me saNlon at the Calehnd.8ulkbrp Cpd.IcaC)um.p wnsrxlM npdd. r9dulraenartL porktmvdc faltR <br /> •Ahs I n Mer ul eML Perlpolp_vabe!nate perlvdc special breve Ton Is sagsr.d R-.kxWM that a,0 calor ImpeplOn k 7o D•performed byetoe&q abOnl9fy oocaptad F lit DSA <br /> x q. Teel unNlReBSd Hsi . Thar LOR 22WA.1 3.11- ""asci ruPepmnoo tLE+°Q farg4m.Sea»ollon-535-7015 CCR TAIe74,t4rt 1. <br /> 1EeT PR aPeCWL INiou su GN COba REFGREHCE AXP N6TIEle \ c. EnrMla tam welds of NBS shil DSA IR 174 lase-Indicates met a Net Ia alici9-fRdcetes lhet lire epactal Impaction Iota le performed b!'o special iapadm <br /> r•e <br /> 1n.0-tion: <br /> SOILS t e. ­lfya d Bac rarram dmcmtlon per DSA pp­ad Riot. al Nd.PplieeNetowWwrn as steel <br /> llpn'irame rac„aaea[,raaA+.1>_ <br /> 1, GENERAL: T.M.1ft&1L6 i8. HIGH STRENGTH BOLTS: ftCex 2009 <br /> a.Voriy trot: drig VaARaanlon of H h.abeli Boils.Null.and Vfwshefa: <br /> •ilia Pub loo+prvWrad properly pAw lO plownon 10 CPnbdl.d .. VR,lFe NgnlnMom morNma ark mallYNCWfane wIlIatMof <br /> oiler .r e.gi.aapm1pwund-fin. x •xrnp-+ DortfontoASTM BuTdemsaPKNWinapeUSA N,adk &I Te64TM5A.2.9Nem1.220A.1;RCSC2009Sacian2.1-05AR17.9 IDENTIFICATION STAMP <br /> x sp"'u"'n aw `utons are 9xwnced to proper 190M and nave 1 MOdto rE '6y peorra aI engl sera da v no oust Avc rap v a halt s.[3eB rte shut.fornzanwfr., m�andmimird.. am.v ansa°e a a. r.a a.p�au.r np. DIV OF THE STATE ARCH]TELT <br /> macho proper dam,and Ti k Teel Nghabmnglh butt,naw erre-srers. Tagil LOR 72780.1 7212.8.7 RCSC 2004 SeEe.72 DSA IR 178.16 APP.�{ <br /> •riumor56ts bofoemoirQa era ii to a rN-Ino tleagn I Hi Iron Balt Ina tel l.ti on: <br /> bearYq apody. rya a seu.ve a�rw.r[wwn nmcvp say,na mea d.-yaml <br /> 4. CAST•1H•PLACE DEEP FOUNDATIONS PIERS: Tabu 17060.6 x F Beanrrfgp9[bnup IphC'rmn �,ww. Prledk 51 Tonle 17nsa.s.1 nem 2.;RCsc 2P6a 8ealcrn9.i-DSA IR 17.0 AC MIA FILS WA SS <br /> e_ Impact drilling operations uci mehwM CanN4N end.ppgr.w 1706-27.Toby 1767A.2-l Now A 5:D8AR 174,AW$01.1 and AWS DI A Ior aaulyr& CORPORATE HEADQUARTERS <br /> faCM47Wn elph <br /> % Isr, CgnlisWd,a Off- 'By pwnhnlo�9r,pineer or War scar q..Irhd rapmaeralle{8ae Appardl.kraxampbwe,J - 19. WELDING: s%N.AWS D12 forWurnnum,AWS 01.3 lor mlddmned"91.AWS D1 A for miff reg steel. DATA <br /> seg <br /> yule ParrerarNxa,d1-^ Wrnbria.,call d'ampa d p[ <br /> cenmRTorS z owe <br /> apWk�I.6legoe,anaunbedmentl,tub.dodat op0I.%pI.J. Cpoln.- GE• Byg.abuaniceter,pi-orMe-hargae„�np-en�a-a BaeApped,.for.d�na.] m^ I.�1 at= CHANCELLOR ROW <br /> RewrO ca�oste or mvpavrrea x L Vefay rap WIN lraMfferltler.00MMrNI aPWAWS Waodk SI DSAW 198. <br /> J:Sly <br /> „arDALLAS TX 75247 <br /> x d. Ctndmad9Wereend abate l,earti9�P•dQ'• Coaeinupw f9E' By g9obciinlwl englnaerufie aME,quelaed rsprsaendtive.(9ae Appendl.fornan,p4om.J x b. yecry.nw Tlhr mamn9l_-?•-�,!^^^�re erlgl�el r r <br /> x .. CLaaaa lea. made Ism and ea - F i CMCRETE squion t9 . FerlDAk BI DSA IR IT-S. <br /> - 6O RATE Table 1707&3.ACI 3118,44 S..Il-26.12 A26.13 G Verity WFS.weeder p Mllltaeone lek equpmew- h6Nhodle SI D&RRn7.3 <br /> 5005 <br /> 19.1 SHOP WELDMG: - - <br /> - 7. CAST 1N PLACE CONCRETE <br /> Materiel VerlRcalon ark Taaln x e. aep.d¢sure 7felde,miltlp..-ta4t Walde.easgfe pees l>leX CaMauaua SI 7x44 sr4e0.t1 form 5R1i par A1SC$BD-101aad A79C 81!-90 napplkaN4}.DSA R 975. <br /> 1C u <br /> l7eaA.l ream S,n919A.1(1aG4P.9-].'To Pe perfonnsd pyquaNad Such•cler.Inepecmr end N b-Moped ae�p•p-leallpl wfdd9 s3f16',door end roof Oe Gk Presdl. 81 1ML442,Table 17a642.l 1fam 1..14W.I.Per AGO 51010 land A16C 341-10 as app7oalft. <br /> % e. Vary wa Pfr.7ulredvoepn env. Periodic N' mncrataea II tedaaclnr % DSA 817.3. <br /> D6A•103 pEL105 OSA•I03DSA-103 <br /> t4Auvl 9.1.17] •1n the CWE REFERENCE AND NOTES cciumN indloa4e DSA557CC.odlp,l 6ut may to foal by xamusly wileapi.ped 2016 Clic W.1,9.72mR <br /> . [I ,od ,-111 *In CA CODE REFIFFENCE ANRTadum <br /> D pEs n IndicaDS <br /> too A•s&CC oocf wthel wed w <br /> rM be bJ mmurxy SmColoom.per 20$0 CBC S 1 aLL 05wed 9.1.171 In the CODE REFERENCE AND NOTES Oolumnmdkok.DSA,'55=003one that may be usw by xpmbYly Whose,per 7016 CBC Sea 1.7.22. [INOW 9•n-17) 4 In the CODE REFERENCE AND P40YES COMM r0cor aDBA,=CG uclm aha nay bevad by community Coaap•pw 2010 CBC sate 1.9.22. CERTIFICATIONS. <br /> IAS CERTIFICATION No: FA-428 <br /> Paye s m a Plea 6 aeCLARK COUNTY <br /> MANUFACTURER <br /> DSA-103 .- VIIO,T elmeeNurrS OSA File No-L I _ DSA-103 Iaae.k,ya17 ocr4m llP OSA FBl No-: CERTIFICATION NUMBER(NEVADA): 355 <br /> ffDSA . Appllixdon No.: I_� Appll�9an H0« <br /> List of Required Structural Tests& - List of Required Structural Tests& ADDITIONAL TESTING AND INSPECTION NOTES: <br /> prnxoN MarprargTpR.: Rel reoIX r cpr.ea�9ee.EA�rRr•T Rare)o0: <br /> .r .a,9-. .r.-.r,. fres, .. Special Inspections - 2016 CBC GlleSabmlN.a: .r.,. ,-.-,r.r.:,a .,,.,- Special Inspections - 2075 CSC Dwsab.rlL.d: �� <br /> ' Rad�d: DSA PC APPLICATION STAMP: <br /> 7-pt pe ASC hpewC,pl rRx 13,14WRpom lho(We rg:Y CBC suipp 18`w*l1 hoof,, 1. THE PROJECT INSPECTOR AND TESTING AGENCY SHALL BE SELECTED BY THE SCHOOL DISTRICT AND <br /> .ANapvJ mleineg valla lase dw1 a'0.'ebnre lhn tc{p a'kwr.Oetlm not r.pterea-,SCE 7.50,Sre6x,19.70.3 meeting an faoranP:1)who,luppated Cr s aOVAooF.•4L� <br /> PP-t•ue•^ �d eaamn�a�^b9an^g-p ed9armaep ywer ndpewmgdw.Fn.ire +aratr,sea[iriouft ffq*msn'aeam9 nfm99a,..a'aopre APPROVED BY DSA AND THE ARCHITECT OF RECORD. <br /> m T-CF above 9c)a gmdedo net requr9 pmuL rrw�r or nre°onry tole appmdng IDWrc.f,2l~hung Iran a well a rcp!'sear,'2pa fortliaciebr, unlre or.6 Pd fpr <br /> x akiyo DSA ac4elnp.pcon x lab&xed 2• THE SITE PROJECT INSPECTOR SHALL BE CLASS 2(CLASS 3 MAY BE SELECTED FOR STRUCTURES OF <br /> Got wMtl]La dpewkrap b"owvmw"ink DEOVERED AREAS LESS THAN 200 SQUARE FEET). FILE NUMBER: PC SS <br /> Appendix:Work Exrmptftan 0SARLqulr6mamxfor SjkKIvIlnxpdelion"Structural Yowling x .Spp.y*,9e,a,v, anananax 3. THE COSTS OF THE PROJECT INSPECTOR AND TESTING AGENCY SHALL BE BORN BY THE SCHOOL DISTRICT. IDENTIFICATION STAM P <br /> : <br /> Eaampt Beene given In BR A-22 orttt02DEF CBC{indtrg adDSA Bnursdnun�]and those Bernsldantif{ed 6g:oer whin an'X"bgthe design professional am NOT subject tOneVnel)Llai dalalls fp ppllMbl9a anpt items <br /> 1Q GSA 4. COPIES OF VERIFIED REPORTS SHALL BE SENT TO DSA,THE ARCHITECT,THE SCHOOL DISTRICT,THE DIVISION OF THE STATE ARCHITECT <br /> requlmmams fpr the structural deals or spacial Inspections opted.items met*ed as wlamptshall be ider irad by alther.1)Isling specific deteBslehaets n°fad in the specas pro'toed CONTRACTOR,AND THE PROJECT INSPECTOR. <br /> below OR 2]on ting approved Cbrrltructdn documents.TNa project Inspactor chap va1y Wl ccu,slruclrn wrnAAas wth the apprm construction documarrtg. 5. THE IN PLANT INSPECTOR SHALL BE WELDING SPECIAL INSPECTOR FOR MATERIAL VERIFICATION AND WELDING. <br /> 6, PER 2016 CSC,SECTION 1705A.3.3-2&1705A.3.3.1,BATCH PLANT INSPECTION MAY BE WAIVED WHEN THE APP. NO: 04 - 117140 INCR : <br /> �A FOLLOWING REQUIREMENTS ARE MET: <br /> 6-1. A LICENSED WEIGHMASTER SHALL POSITIVELY IDENTIFY QUANTITY OF MATERIALS AND CERTIFY EACH <br /> Awr.t Walden: LOAD BY A BATCH TICKET. AC DF FLS DS SS VN <br /> 1.oa9pfa.ldeupra 9dmy 9aaganm9,errppang daegrred bae9dan 1.e kill sd and ap9^•mean yataa.rill,n"mum lead Man or arling a mw kr nag gebtalo 62 BATCH TICKETS,INCLUDING MATERIAL QUANTITIES AND WEIGHTS SHALL ACCOMPANY THE LOAD,SHALL BE <br /> .hl -per2ose000TableleodA.2andhevi�„ W..kW I..than 6-0 a o eI.-clad]apemgrace.M, InceddW.-cliv°Iatwnpr TRANSMITTED TO THE INSPECTOR OF RECORD BY THE TRUCK DRIVER WITH LOAD IDENTIFIED THEREON. <br /> gooLchnivii repos rw the reavainp typr&ora m,,ee:tav kwalnp son. wad Spaov Mm.!Asea;ides 4HI Nd Ioathd VAlmn 1.&pant!ex h6W irlax 8'-0�Io Ise <br /> Knorr monaOSo.omnotoort CMMWrrollftynrrhed°Rr,iJ r S, of r.,.;v-w- THE LOAD SHALL NOT BE PLACED WITHOUT A BATCH TICKET IDENTIFYING THE MIX.THE INSPECTOR OF <br /> .a <br /> aft.V bowa rhe nly,eet adjuvant precis.binensparand Mar annpra;g na n°w9tpt,nim n.aP9:a RECORD SHALL KEEP A DAILY RECORD OF PLACEMENTS.IDENTIFYING EACH TRUCK ITS LOAD.AND TIME OF DATE 08/14/2018 <br /> X react tion/'ex <br /> 2. pvr a amv omens Spm T X mlls•gcardr•In.awrrc dagrmocau emmp-easuca196 wearing au ea lase RECEIPT AT THE JOBSITEr AND APPROXIMATE LOCATION OF DEPOSIT IN THE STRUCTURE AND SHALL <br /> CDC mpnmleD3A.i ansa rbp a��)a�ax7 t�ndtcool•el>eaappm obonapure.T-loke6 ..pIn MAINTAIN A COPY OF THE DAILY RECORD AS REQUIRED BY THE ENFORCEMENT AGENCY. <br /> % 'x 1TCSA.2.1'aTel wept aennol b. ntl AAA. <br /> Ppli")LM OHM For 11MR411k ewertlw Rant: L hl n4trucplea erherfm Pold4ormod MW tramlre i wv"Me awn 1a'ff.ov*l,win Interior <br /> m.er4Ner ac14a,alp alaporan6 only sale rah7ht ens a�„rgajnl anv",p edhw"All <br /> Iesol vmwarrq roue than Sr6'elldor.M are ap""'inw M-O'rt Height <br /> nd net war an-ft coy.Ma i nem 41br�y road to a member"I not sewed At,ucuWAenh of Inst <br /> x �7�°"11n1a,ope"7ina1VLWI_Q °I• .,orgl"° THE EXAMPLE DSA-103 FORM SHOWN ON THIS SHEET IS FOR ILLUSTRATION PURPOSES <br /> Iva-tm , wca Ppmbing"uu1pnn ate;inrlwsthan290DONieq% or'<only] °' ONLY TO ASSIST IN THE COMPLETION OF FUTURE PROJECT SPECIFIC FORM DSA-1 OTS. <br /> Can cr9terMas pn ry: nacllpr,a of each Ir9rnee m aupaabliarie 9lurrere.uslnp mekligR wall faqirs gedel N�aEcn <br /> nxI Acted nalodedRwrtz:for Notion 19,191al112OFlivinpsbwa). A CURRENT DSA-103 FORM IS TO BE COMPLETED FOR EACH APPLICATION THAT THIS <br /> ^ aeddpa,,grpAl t"g PC IS BEING INCORPORATED INTO AND ALL EXAMPLE DSA-103'S ARE TO BE CROSSED <br /> soRvan9nt°[9-a.macsswslcy.aact+k;c,pumWnp aa�masn.aaelten 7 br raAwrt ow tracing(m oilom 0 soon wmpu+aslfl tv auwra*w6ure elar,san�uaag <br /> 'WeIRe'tglassh COC a-brun I sleA1.1 B(Niki,replc AKE MO. Nine Alli lldm apeda]Inspectlm a.mftd In wiected tbe*95 fur.edl.n 19-19.1 tndN.I'M of <br /> 8eo5m 15.1 A]or 2]Inlenor nomhucluiel well per4apne meeting crlbna sated 3114400N1. OUT ON THIS DRAWING. CODE UPDATE FOR 04-113245 <br /> x In exerrp tram a lot wowing' x <br /> ry Brwmu.prgeppr mwma,dm a vete m5np teas DSA IR Ad]4n0 nwealotp aWlPmeeN <br /> 2.Cgre.ffie retch plc mp rim Ismmquirt 0:wlremegrren In CSC e.p.,pltrgmJnd wim Nlv 0.heeMhaa 6a&Jgi0.W-1 t°on,*Wo n of w[ °erwi yto <br /> ,q 9�ah,mre eNraertee a®kq rreitlug wa sq pie�9del InepecYon el ncead Ia eAectad I[am(a1 mr <br /> % BeoGonl 17030..3.32 euW-1;tG ll.rookwntMe and Ilnrleawte In that adkaL x n 17 19.5 aM,1Y 992 p Ieim above <br /> °mo'0Sp5"13p PRE-CHECK (PC) <br /> ikwW 0.1-1 71 +tri the CCOE REFERENCE AND NOTES eaumn iWkake DSASa7CC.oHb,l tl,k May 00 ueW by OPc1r11OMyn0ll.d...per 7016 CBC W.1,9.72. iltwwtl R,-111 •In 4,a CODE RE FE]�NCE AND NOTES RO1Umn IndkotM DSA•s&CC eecapm led rosy Da uaotl by wmnwrriy NWlo{wa.per Z75a CBC SOC 1.9s.Z <br /> DOCUMENT <br /> Cade : 2016 CBC <br /> A seperate project application <br /> for construction is required. <br /> SAMPLE DSA 103 STATEMENT OF STRUCTURAL TESTS AND INSPECTION FORMS FOR CANTILEVER AND SINGLE POST UNITS --- SCALE: AS NOTED <br /> DRAWING SIZE: <br /> Pada I of a Popo 2 0 6 Peg.3 M 5 <br /> 5~G9 RCy/ <br /> g 03 NGMMDa's DSA Fre NO.: 03 INDPAMMI DSA Flle NOs OIMIEK O 05A Fffe No.: . ��0 H i G[>,J �C�'� <br /> D 0.-1 wow cent-1r 9 {reaw an.�+7 .-.. cacao W1017 /i/ L <br /> NDSAkaltlon No.: fG.lwn No.: IPlron Ho: <br /> List of Required Structural Tests& Appl List of Required Structural Tests& �� 1°Pp' List of Required Structural Tests S Ape '' J LU <br /> eraleal.FlRwplerAn.nor Special Inspections - 207fi CBC D4tastltlntkted: ��------� "'"•'°: _elle.... elle orwaeora ,l Lncr $peeler Inspections - 2018 GBG 00.SobrAl� �'^-- � � ga><l.�r�a R,llt Special Inspections - 2aifi CBC a6msaamluaa: - - ' <br /> 11.Wud: calls sell.e, cors r,cra,err n.e.,a rn-o=nr.r=w.r..r, e <br /> gAh.q 0d.kr 3 h,wamlAy,aerrp9,ane leetaxnrerang steel. Teat LOR 1910&4(19092.4');ACI 31&la Sectlon 20.6.12.OVA IR 17-TO.Ta x 28 SHADE FABRIC MATERIAL CERT CERT CERTFICATION BY MANUFAUMER,ACCEPTED 8V INSPECTOR OF RECORD T <br /> Rear CERT CEftIFICA I IDN BY MANUFACTURER,ACCEPTED.BY INSPECTOR OF RECORD <br /> OMPORTANT.Thisipm is wly a%mmery list or structural lasts and same of t o%;mml N4S;TRUCT10f�:Click a pus Sign(•,before any category a sulxalsp ry to Iaveat eddl6plal a w�1,d�v4 p�'nd wrgtldcap+p9 acoria prelranpks O•C 1 (] <br /> x taels,paNm sereno ere elrnuxenrt k�tq.ntl Tek Lal 1T0IItLE Nom t,ACI 511.14 Seo4one 7a.5 S 21.f2 <br /> Impeni rrrquNad for tho prowL Generally.to shuGtural take lead spKtn lmpedivns tMtal and spacial k!SpoplGeu.A shaded box irdain a tan w PpeGa Mapeawn Inlet mer by m of a DoT Yeo YwHi•d NJ�.y REN.10-31-19 <br /> nPa9a On Vas l0nn ere ttgsa!last wah be performed b9 the T39otec9r cial Engineer of ReaanP, laqukad,Papsrldnn ale p. scope of die Canksuaran ark PVter ISB166.A arcaded Pox Cin be x d.yak connate{re:- TW LAl 190111.110907.8.7'];Aft 318.14 Sedan 7a.t. 9 'Sok 1aR.Ip and tlapaO9ln:DedarhmW Yenned RFport•Form USA,22cr 7,.� <br /> Laboratory.F R..ards0ar,.or InspaTho aoWl Complete test and lrr owlD,program CllCkatl Indacagnp your atlenllOfr of lhst take Nob:A rnww9(-)run a�7crY a.vDGangorr 2 Aa WmamTssiing:Iihenlory, Perm Verged Rapal- GSA-201 <br /> !be parforlmod as datailad on uta GSA 6pproead douvilownhL Tito egiar>Qw at the bottom heeding s,dcurim#k hCan be valepsaa.Ffoaerewmay <br /> r, ry salects you mhaveod <br /> m °art be d <br /> aF IdonlpMa walk NOT wNed to IDSA nquVematls for speoW Impsoon or peered- Clkkgn 1Fe•CC9APILE'1Oattpn tc show mdY the tests asci In9p9[dwrs tlnapy a.:eu'cid. R h.Welding of nlnforan rtaSl. Prvr.pe geek per ATEA.ub➢orY 18-1{016(e]wid+ar sg2(p}a{a}talr- . J•--- a OF �+AIL—��• I.7re <br /> wtu u sal T<w proied Inepedw!a Moponsibla for prowdinq hepedon of 17 fatale of Forting!.kAarrnapon all use ofthlo Isom,Sail D&4103.INSTR * MASONRY TM 4024 STAG l30•IPµ4MTo 3•17 Teale%114 TM&tO WACI Wa.1AZABCS 44 Y Ta41.E 4 Weld Lppxe WDWW •Fam DSArs71,w.art owiliacan &.S d Ice ywmm -PPrcnDFJ,277 L1"1 <br /> Goren, Gdon.Ind net limited to,speclol inspeadvns not lad on aha form sud-i sa p ng umin <br /> 6tw1ural aR7.d framing, -load wood d4m <br /> phrags,Go*forned algal Earning. a <br /> ing,an ,.rage.f - STEEL,ALUMINUM Tawe 110SAL11,AMC caul.,AMC SW0lu.Also:Ui 40.AMC 38Ft6,AISI S,W77Mz4Q <br /> nDo-am,g4,dl Componanla sec. TIB.24,Part 2,Chapter 170.. 17. STRUCTURAL STEEL,COLD-FORMED STEEL,AND ALUMINUM USED FOR STRUCTURAL PURPOSES 1 Type � <br /> p"SP 'd ft 08110/2018 10:19:44 AM <br /> NOR:Thim fmn',is ata.avalebis f]r uahmiaed fix rs%riaw under ire 2007-2810,and Matantl NarMeetive: CSadlneeua-nikmasl S,etamnhr.mia specie aapac.pnkrequli9d E-ekltxltn that Va owls Inspection k to be peral a rogl4Nnd emotions"orgel.er or Ills 9r W <br /> 2U19 C®C, 6ulndfsea nmalmwaye <br /> L VeRy donlifico5On d a trahr"and: 7702Af[2] A').Table 17111 .l term 3t-3o;AM s100A7rs2.1C aeo6m A2.1 a A22 AISl -Inalcat9s argil ole gaelgrin be perfomred byatastlrylabaecoy acwpted lnlh9 DSA <br /> r <br /> •Mill cwvmomn i,dcato material w"Mosawlgw,aPlywih Perodlo 829912 Ovi A3.A1818720�11 SettslAA'Sy epeclx;inapodx or qualified ledttkW Y,nen Periodic-aNigl°a M a p°Ibdle Special awpa�m hrnquree a <br /> Nal.:R.lofonass the 3016 edklOn Maw GIN9mle luladlnp Cade(CBGI ur4pe Mhvr M.node x ngalnlgenle. ,ed �. bualaT (LEA}Pmpsm.Sae sec0m 4-33!,2M3 CCR TPoe 24.Asn 1. <br /> • -IidIP�eNnrGaalk p.r(gfmtl by'aspegr k4Wecton a <br /> b. rMlunNdrmwledmaonr. renLDN 92wA1 r. nq,Ilr.d -IMIra6MIM 91treP-al.nll�ba <br /> TEST PR PIM-919RECTgN CODE REFERENCE AMI 4t 5 x G ElteNne Morn crkde 0liwa ahbpal MorodlG at D&1IR 77-a <br /> Yw <br /> SOILS x w Dograltuotion . x each»DSA IPPN.d P.&WIe el NCI, ,we*I,Co 4mreea4al 4Mon-ne wnstucam.wept fr.tma°w(tt1 u*, <br /> 1. GENERAL' T.bWITOS" 1 . <br /> r9• WELDING 9Nw,AM01-2 gramma,ba,Awem.starpdamm,9dweakAWem.afarwommus i. IDENTIFICATION STAMP <br /> L Vanhmat °X .vaswm.rar -u,a n.c..rarwsw DIV f>THE STATE ARCHITECT H N GG 1 N SDN <br /> •era hes eas,Oreps ad F,W.0,pnueIo pleo°nrn!ofcnardl.d MerMradon oTIrLAarYA,6qu�m.M,WNdwa,Gla .`-w APP-# <br /> M andrs exper'abais rcr tourv%ear„ <br /> x •r°undmion..ca-.4 rr,s am art dad t,cooper depth gird lire PoHGdk W 'fiyy4.reehYcel vgineer or his p'h 'See reprcser,s-eve.[See lypenmx for e,amptkns.) g e. YaRy wNP Titer nnledel DSASglion rr d arropv A'NS P°rfoole al 09AOR 1T5 U <br /> Motioned lo=mahw'sel nn: apt nIIkMMpal DSA doPllnirfnk asci a,e WRs- r-9aa�.awal srNmrr l'i+rw�wrc ..V,ern ..I- <br /> •boa nela ter•to9+gs ora asequslA m.ds4'ro+4e dwgr• a, Venfy weld t.erml.arlel mesaladurde plseeeeteof AG NIA FILE NSA_ 5S - ARCHITECTS - <br /> h.alfng°epac�ly x I•ededlO & DSA 4317.4 <br /> 4, CAST414-PLACE DEEP FOUNDATIONS PIERS: VIM.IM60.5 x a vary wPS.wooer queliflool end oqupman Pedodlo a1 DSAR 17.3 <br /> e. In,p Zr11ag.p-r-lKK9aid mEdMS1-vateane acwram slo,+n-a+arda rtes ra-.r DATE_____ <br /> aeq� kr- Cpnan.ea5 "By9eonXp� g�a a h�p nergp�� nlale�-rE-aA�an - mP . 9agp�"°6^ : INCORPORATED <br /> CIO <br /> e.Verify prer Iowbona,.lamebxa,Pmsbri S bell drenatus[I x sWd a aha slat Cominsaue 91 Tele 1TM2.1 Rom Sol-L Per AIW 3193-73 lend AIS.371.90 M4ppaotbll).DSA R 17.3 -� <br /> % appllouw.,%n9am errd wkmdmwA Iran bedrock M 9ppllwble). Cond__ Or •By 7o9dchr(W wVirwar w his wrier gunaa remoovinal -I&w ApM&for exomwkn.. y, lrrpoct Sln13 oder BIIaI..M s 5116.ager FM rout deck wgldl P.Hgdlc 91 17aSA22,TWIe 17480..7.:Nava SLS 48L4.Fair 35v.nd land AraC 341.1D es applloShleJ. <br /> Rwpmcungaa9r t-d.rms. x E Q <br /> x d.Coffm'r 6dedwle and sCWa terild apodhy. Canlmove 0117 'Byp.OdohryOd FginMC Dr Ne e'hofpwf4eC repTeoandrva(Ste dypandin Fpr Reemplane) + WOOD 707 Brookside Avenue <br /> x L c°nnr.d N P.AdwW.d.rdi-..tic.wCONCRETE sada baler. OTHER <br /> • CONCRETE Took rt101Act Its.l4a.wons26.1xa31n W <br /> Redlands, CA 92373 °o O <br /> - 7. CAST IN PLACE CONCRETE <br /> Mewtlal VIARGadgn end Test <br /> _ (909)375-3030 [!) a <br /> x .. Verify tee of requires dation,rik. PSavdk 96 Tem Semi ttefn,ethrOcianwww.haarchinc.com 1(1964.2 3'].'Tp bo padpmo0 by WpPal bo4wpknl sup.arr sd r n <br /> Q � �,/, � <br /> fsarea 9.1.1 7) •1n the OWE REFERENCE AMC NOTFs column kdlnalm DSA-SSrCCa tion,Chet may be teas 4 e rIy omegas.per 2016 CPC See.1-0.22. .=c�=_a a-n'7s .In Pe Co PJffRr)E 0.NDfJOTEs xMimnlr�u•.oalea D.^aA-SSfCcaeGgatl Dratmar✓>a,ered by ppmm Il9pes,per Pole eOC s.G-i-9.Y2 (Issued 7.1.17] •bl Vie CpOE REFERENCE MH7 NOTES Ibvmn lnalr�ds DSASs�CC eeceora V,el maJ teased by epmr,wrfiy mllager-paz 2d16Cac sx 1.022 < '� w <br /> w �' w <br /> nagangpe ser ARCHITECT o Z ❑ �; �, o <br /> erPUraarT4 DSA File N0.: 1NORaarAr4rP PSA FII.Ho- <br /> U N <br /> DSA-703 i,:.kter::•r I DSA-943 ,�„s.ow„x,r U � i-n <br /> Appihepon No.: - APNLoTI}on Na: <br /> ®jD,SA List of Required Structural Tests 81 ® DSA Llst of Requi ructural Tests& O � <br /> RIA R.N.M: tminNp.�-a�.� e� R6wMd: ADDITiONAL TESTING AND INSPECTION NOTES: 3 <br /> Special Inspections - 2016 CBC 0awSpierlllhtl: R.Tle.tl. Special I ctions - 2016 CBC Dab Su `� � z 0 <br /> -Masanyre[aYiingwellateestta - appvafetxvfrPunp.smrrol [aF. <br /> l°'O'aprnluWoc4'N^ egl. In ac °am ,1.1a[wnlcn 1- THE PROJECT INSPECTOR ANSI TESTING AGENCY SHALL BE SELECTED BY THE SCHOOL DISTRICT AND � -r O N U <br /> 1-10.Section 13.1 A I n..a,g ae r ,^geaq 7a and .andlnpmm�e9dnan a9�*ma-on ywslla mp.a�wnd prm.ea(IMd.dmg mw .=a APPROVED BY DSA ANp T}iE ARCHITECT pF RECORD_ 0pfoSW ebYn1 proal du nw Aegxro 9rouL pllrtef ormaTVy o0.re ppparq fkarhwl.2]worn hunp Mom smallawNfAcor, kcrela-.orq",or [14 <br /> Apparsdis;Work E1lamptfrom D3ARequIr4R14M6farSWeAIIklaplmlbndr t4CtuTllT.atifig xre ,zton. >, w�U1Me 6, 2- THE SITE PROJECT INSPECTOR SHALL BE CLASS 2(CLASS 3 MAY BE SELECTED FOR STRllCTUaE5 OF <br /> [eprr..all�kdetalu appanul.anlrnp trema: DEOVERED AREAS LFSS THAN 200 SQUARE FEET)- - <br /> ____1 <br /> - � O � O <br /> Exempt tame given In IRA 22 or the 2819 CSC(l during OSA amandmerrtal and rywae name ldenWreC below nils an^p by Ne dna gn p pFaas DR6l ere NOT aupleeeto DSA Epoxy ae-dgwae In da er.wk 3- THE COSTS OF T-IE PROJECT INSPECTOR AND TESTING AGENCY SHALL BE BORN BY THE SCHOOL DISTRICT. TJ [� 4-)raqubrrnenffiicer Cls structural tasks or special inapec}lons noted.items marked as exempt shell be IdanlRad byaRher.1)Nstng specific deteltsl3haels noted in the spaces"Clod apcmal)Lel dSlails rgrapprcebc e.emptibrm: 4. COPIES OF VERIFIED REPORTS SHALL BE SENT TO PSA,THE ARCHITECT,THE SCHOOL DISTRICT,THE W � ,x � -14below OR 2]an the alConstruclon documents.The projari inspector stall verify am cvnrdnACAPn complies with the appmNad conwr <br /> construction donara� (n U O U <br /> TRACTOR,AND THE PROJECT INSPECTOR. �_ !- O O O <br /> g� THE IN PLANT INSPECTOR SHALL BE WELDING SPECIAL INSPECTOR FOR MATERIAL VERIFICATION AND WELDING. FES51 <br /> rCON1 <br /> P 15 CSC,SECTION 1705A.3.3.2&1705A.3.3.1,BATCH PLANT INSPECTION MAY BE WAIVED WHEN THE Q�0 d f 4 ❑ 4FOLLO REQUIREMENTS ARE MET:Splfa: weldor: . A LICEN z// EIGHMASTER SHALL POSITIVELY IDENTIFY QUANTITY OF MATERIALS AND CERTIFY EACHp- rGwmrNne a1Ery 9t aganv:erer eaiyNd Won ,splio-°led a open ea79sw7n rra,,.m�m w-r :pI ire pr, ralingyat-a 1 LOAD BYA BA cfCET. Eng. By . DWI 0�'��j1vend Revaem ,d ape."rit leas Veen 6'•SY aocv9{ones!ec reds.canon tcadd above mailatlon orgwkohpsal rgcnr far mo kilamryyp.s u a tura.f,a.Standing ay,. IaaSpace!skill-6..e gAn,wx Fi w:r»^,.5.�raa�.na.r,.prn(m..s'-0•)Wtbe , BATCH TICKETS,INC NG MATERIAL QUANTITIES AND WEIGHTS SHALL ACCOMPANY THE LOAD,SHALL BE w t� <br /> ecsbllln7 niaepae ,-raredaera.gpvored wal.a9yCrahaCa ewwWn e,m erx mrar roPl. TRANSMITTED TO THE INS OR OF RECORD BY THE TRUCK DRIVER WITH LOAD IDENTIFIED THEREON- fr Nq• ( T,y <br /> deed bad Hoa thea 5 psi enc other IIgM•,valpM.yydvme cif vfik Iho 1�to <br /> x I.ta hana'appwln.ngh.a 9ga.9mpred� x THE LOAD SHALL NOT BE PLAC TROUT A BATCH TICKE=T IDENTIFYING THE MIX.THE INSPECTOR OF <br /> 2.Shall-ln�ffiliona ffleedi°g"a '-'" asp-° aa°• 9 a °d ems'- a p'aaa°d°e" """oma" el RECORD SHALL KEEP A DAILY RECDR PLACEMENTS,IDENTIFYING EACH TRUCK ITS LOAD,AND TiME OF Design By DWH USiU7I1 S <br /> GeG$9uilon 1aD',a2. 9(r aq-w d 7adat-wdaaepo�t base wnnecbons par tne'E.ceplgd yngaae In <br /> x x 17D6n2.1 19eewakewmo b. wan RECEIPT AT THE JDBSITE,AND APPRO}CIMA CATION OF DEPOSIT IN THE STRUCTURE AND SHALL �1�7Z1CT ~' <br /> (Cwkeell Llk datam for applicable wannol Mame: Mon-fYusHi 11 IMMor odd•famMd kMl aaml!p open."kn ton ls-P,cacha In ribo ! MAINTAIN A COPY OF THE DAILY RECORD AS REQ D BY THE ENFORCEMENT AGENCY. '9> <br /> rMm,a,krb sofft eke sup"ng only sea wWpTA aro Iyr,darN9ht TnlerNl or""end 5N>_ <br /> y all rte Pana entre falser m shall,man SB'Dtix m and apex less case 20'-0•In neigh <br /> d not pavan e>at war•nm>4nur altulerr wed m e member shall not e*wed uneaquirel9ntgr ha: <br /> OF cAi.�F 810/2018 Approved By : DWH 08/07/18 <br /> imm a 19x10•operas Ira Wine wag fora header or 4&q Stud. <br /> „,pi p,�eWor ntw p pkmtan2DODiL(pgijorionh,°"�' THE EXAMPLE DSA-103 FORM SHOWN ON THIS SHEET IS LLUSTRATION PURPOSES DRAWING DESCRIPTION: <br /> CCnCralafML4anry: e.rasaE mol such laneemauferaagdwaekrnanw veeq redrs9.fkrawve a�adel me.ewon <br /> rh�dln aelecled f�m[a]iuexDon79,1L1 arty r192orllateq e6o,.} ONLY TO ASSIST IN THE COMPLETION OF FUTURE PROJECT SP C FORM DSA-103'5. <br /> x[J�.ng <br /> pponeadbison lit rn,TdG3 of <br /> •nw, mahsax sot e4Gw n%Pumbl g A CURRENT D5A-103 FORM 15 TO BE COMPLETED FOR EACH APPLICA THAT THIS Mark Lowe S.E. DSA 1 3 FORMS <br /> punpu,eMa Ie.9_m icel.reec4laL Pum[aDp aoyynralx-see lem7for eua""to hprool[104.TGu,a.f cod,AttA a for <br /> e,q.re Iftel,V okm.n$ming <br /> w.ding,g Im,allal.la(-p��ple°°9AadE'-'°' w. aapemall^.pe«maa^ped.a�9«9ddam,a,f.ra-�mn9,6,i�dprl9,adPC IS BEING INCORPORATED INTO AND ALL EXAMPLE DSA-103'S ARE TO BE SSED Struc'Yural Engineer <br /> eldirWOUT ON THIS DRAWING.ptBern3fvZM1,altling' wAota,proIcctx mowm.WLh o valid likinp(ep USA IN W5)find mooetiGiY ar pEaton Pare Inepeodm i9 col rectum a,r tem 9lw^nOBC teygmurd pngMal-low"bal bw%Mops.leen.)lconno0we of ecfl elaernh toDWG�emtDdWe.,gwat3ngwaiegWle -f n>p-�p-nG�d naaa�d am�9,fw19471 Misty Ridge Lanelr6u3a2: xmt9regwlremaanallmlamalnwn99.mn. la 1al.nam re wenn asp a. <br /> .,� DSA•103 Trabuc❑ Canyon, California 923679 <br /> 1 K*d W-1-1 7) •It mo CODE REFERENCE AHC NDTE3 column endaaM 08ASSJGC a°Cgon IhM may be Wood by WrCM&nlyCaa7eL par 2016 VKSW.1.9,2.2. iYaued 9.7•:T; sin ler CODE REFERENCE AND NOTES col InPCatn DSA.&sycC eadlpN Ben my Do,40 by=nmuntly ollapaa,per 2Q16 CBC Sa.1.9.22. <br /> 949-400-1265 SHEET nn <br /> malowe@me.com P.C. T-2 L V <br /> REV. <br /> 1 __. PLE DSA 103 STATEMENT OF STRUCTURAL TESTS AND INSPECTION FORMS FOR ALL UNITS EXCEPT CANITLEVER AND SINGLE POST --- ENGINEER <br />