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51IOP UHAW WG H6VI64V AND SUNA4II I AL NU 16S
. RFFFPTOPI;OJFCTSPFCIRCATIONSFORSURNITTAI �FQUIRFMFNTS.
9�OP Uk�WWGS /AND SllbNll IALS WILL b6 H6VI6NI6U FOH 1116 LIN116U PUHPOS6 OF CI16CI(WG
FOH CUNFUHIVIANCE WI-II WFUF:IVIATION CiNEN ANCI -IIE CIESION CONCEPT EXPhESSE� IN TIIE
CONIH�GI UOCllIv16N-5.
SI.EMIT-�L REVIEW �MLL NO- EE CONCNCTED FOR THE PUFFWE OF DE-ERNINING TFE ACCUR�CV
AN� COMPLETENE69 OFOTHER DETAILEb MFOFN4ATION B�OH A6 QIMEN610N0 AND OUANTITIEO.
Of: FOR SURSTANTIATW6 INS-RUCTIONS FOR INSTAI I ATION OR PFRFORMAN['F OF F(1UIPNFN- Of:
SVSTRVIS DFSIC-NFD RY THF CONTRHCTOII. AI I OF THI3 RFAAAINS THF IlFSf'ONSIRII ITY OF THF
CONTHt�CTOH.
FNICW SHALL NOT CONS-ITUTC APFFOVAL O� 5A�CTV FFCCAU-IONS OF O� ANV CONETFUCTION
P4CANS.MCTHODS,TCCHNIQUC$ 5CQl.CNCC50RFROCCDURCS.
AFPIlOA/nl OF l� 0PFOIF(TITFM �Hql I NOT INDI(JATF 41PFROVAI OF AN A�.9FMBI V OF WHI(T1 THF
ITFM ISA COIVIPONFNT.
2. SFOP Uk�VVINGS nNU�OH PHODUGI U/AI� I OH -HL I OLLOWING IILMS �HL IO bL SUbMII ILU IO
THC STFLCTURAL CNGMCCF �OR RCVICW AND APFFOVAC.
A. S-Ill�l'Tl�IIAI STFR
SI�OP pHANIWNS AHE TO 8E DISTWBIITED ONDI FHUM F:ETIIHNED SIIBNITTALS BEFIHMG FlN
INI IIAL6D kN/INN SIAA4P ANU 4VOHI( ON I I16S6 I16A4S SI IF1LL NUI PHUC66U I1NL6SS I I16 S-AMP
� „ ,
CL6/AHLVINUIwV65I116UkiAb'/WCS/W6'Y�YFY,0.6U"OH";APFY( /6DASNLI6U"
4 GENER L CONTRACTOR SHALL PRE-CHEI'K ALL SHOF DRAVJMGS BEFOFE SU2fAI5510N TO THE
ENCMEEI' FOI; GEVIEbJ. ALL SU2fAITT1L INATEf IALS VAUST RE1G AN INITIALED GEVIE`iJ STA4AF OF
-F{F C.FNFI"I CC`NTl`lCTOR. SURNITTAIS b/ITHOUT THF f`P/IF1N ST41M11P OF THF CFNFRAI
CONTI.A[� OI� WII I PF HF UIENFIJ lJIT110UT RFVIFJV AND SFIAI I NOT RF CHUSF FOH CI AINS OF
D6L,AY_
�. GENEFIAL CONTFACTOF SHALL SCHEDULE SUBMITT�LS SUFRCIENTLV W/1DVANCE OF THE D/1TE
REQl11RED TO ALLOW REASONAELE TIME FOR DELIVERV. PROCESSING AND REVIEW RV THE L�ESIGN
-FAM. -HIS SHqI I WCI UfJF A IVIINIIVIU�4 OF -FN NIOIIICWG DAVS. FXCI UDMG fJR IA/FRV TIA4F, FOR
FNGMFFII'S PROCFSSWG ANfJ RFVAFW OF SFOP fJMNIWGS INGI UDF TIMF FOR CONTRAC-OR'S
HFSI�FA410510N ANIJ SIJRSFQIJFNT F:FVIPN IF NF('FSSIAHV.
SFOFTCF FCVICW FCFIOD5 VJILL ONLV GC HONORC� VNTH FkIOF N/FITTCN CONSCNT �ROM THC
CNGMCCF_ TPCSC ACCCLCFATCG SCRVICCS. AND APFROFRIATC COP4FCN5�-ION. INUST GC
N EGOTI�TEL� W ITH TH E ENG W EER ANL� AFCHITECT IN ADVANCE
��_ -HF IJSF OF HFPF:ODI�['TIONS OF THFSF CONTHFl['T ❑HANIWNS, WCIIJDIN6 THF IJSF OF
R FCTRONl9 RI F5, RY ANV GONTIIpGTpR, SURGONTRAGTOR. FRFCTOf1, FpRNCpTOR. Of]
A4ATFF:IAI SUfTI IFH IN I IFI� pF THF INIIFI`FNf1FN PHFPFWATION OF SHOf pHFUNWGS, SIGNIRFS
I IIS ACCEPTANCE OF ALL WFUF;IVIATION 51IOYJN I IEHEON AS COHHECT flND OBLINATES I IIIVISELF TO
ANV JON 6XP6NS6. H6AL OH INPLI6U. AHISWC; DI16 "O AN� 6HHOHS II�AI NAV OCCIIH 116K60N.
Sl,Cll l,St OF HtYHODI,CIlONS OF IIItStr GONIHACI DOCUMtrN-5 WILL NOI Btr /ALLOWNJ
N/I I HOL I PHIOH CON5 W I I HOA4 I HL W G W LLk_
MODI RCATIONS OF EXIST W 6 S-GUCTURE NOTES
i. rr� coN-RncroR srin�� iNSF�cr rr� �xisriNc sraucruR� FRioR ro rneFicnrioN nNo Nonry
ThE �RCHITEC- AND ENGW EER OF �NY L�ISCREFANCIES W I-H THE CONTFCT DOCUMEN-5 OR /1NV
AFEAS EFODEC� RV RUST. COFROSION, ROL ETC_ WHICH MAV ADVEFSELV AFFECT THE FELNEILITV
OF NEVV GONSTIIUGTION.
L. DIA46NSIUNSSI�O�NNFUH.UHIU,11�66XISIMOSIHIICIIIH6AH6NA56DON6111�6HI1160HIC11NAL
C010.ti HUCTIUN OOOIIIVIFNT9 �HF�AHFD FUH TIIF FXIbTWG STHUCTUHF OH ON APPHOXINATF
H6Lll MtASI1HNV16M� 11�6V pH6 -O b6 U66U FUH BID Yl1HP06tSONL ANU NOI FOH 6110P
UHAWMC; Pk6FAH/AIION OH CONSIHIICIION. ACIU/�L CONUIIIONS IVIAY V�HV. -116 CON-kAGIOH
SH/ALL F'HOA/ILL �LL I ILLll MLASUHLIVILN-5 HLQUIHLU I Ok PkOPLH I I I UP OI 114LIVIbLHS I HAMING
TO AND AFOUNG CXIST W G CONSTFUCTION.
1 TFF �'ONTI'.A[' 011 S4-AI I/ASSI�p4F FUI I I�FSPONSIPII ITV FOR -HF AOFtZIJA�'V OF AI I SHOI�ING
(TFMPOIII�RV SIJP�Of]T5) OF THF FXISTWG STlll��'TI�RF NF�'F59ARY TO GOM�IFTF -HF
CONS' 41UCTIUN FlS OIJTI MF[1 IN TFF STHIJ[' IJHAI �RAWMC'S. I'HO�pDF 9HU4;WG. R4;ApF8. Jl�CI(-S.
ETC. AS HEcllIIHE� TU CUMPLETE TIIE WOW� ENGWEEHWC�. ANfJ DES6N UF -IIE TEM�OHAHV
SI1PPOk I S SI IALL N61'6HFOHP46U NY/A PHOF6SSIONAL NVCJN66H. 6NOAG6U NY I I 16 CON I HAC-OH.
/ANU HLGISILHLIJ IIV IIIL al/AIL OI II�L PHOJLC. VJIII� LXF'LHILNCL IN IIIL ULSIGN OI IIILSL
LLLMLN 5
SIHUCIUH/�LSILLLNOILS
I. S-HIICTIIHAL STEEL SI�ALL CONFOHN TO AISC "SPECIRCFlTION FOH STHIICTIIHAL STEEL
��,����N� s �N����S� :,F�� ��,���� ������,N
2 EOLTS �ND EOLTED CONNEC IONS SH�LL CONFORN TO THE REQUIFEMENTS OF -HE
_ , � _
SPECIRCATION FOR STFUCTURAL JOIN a UaWC' iiSTP�I A32� OF A4J0 EOLTS. ,.PFFO/ED 2 HE
RESEARGH GOUNGIL ON STGU(.TURAL CONNEGTIONS. V�TEST EDITION. CONNEGTIONS SHALL BE
9EARING TVPE UNLESS NO-EL� 0 HEFN/6E IN DRnNINGS.
1 AI I W SHqI`FS SFAI I CONFOHM TO AS MA99J.
ALL OTHCF STRUC-UF�L STCCL SHAFC$ FV�TCS, CTC_ SHALL CON�ORN TO �STM A3G, UNLCSS
NOTED OTHERWISE.
.. HI I STHIJCTI�RAI STFR TI�qF MFMRR:S SFAI I CONFOIiM TO AS-M F15pD, GRADF R.
.�_ /ALLSIkUCIUk�LSILLLYIPLSHALLGONIOHMIO/ASIM/U3,GHnULb.
6_ ALL STRUCTURAL ROUND SHAPES SHALL CONFOf.M TO ASTM A63. GRADE R.
Z GALVANIZMO OF STEEL MEM5EHS SIIALL CUNFUHIN TO qSTN AILi�A1L:fM. ALL STEEL FHAA4MC;
I I�� I COIVI65 W CON I AC I VVI I I I PH6SSUH6 - HNV I 6D 4VOOD SI InLL B6 CO/1I6D I O/� 090 I I iCKN65S
/AND nLL bOLS. F V W W S I llU5 /ANU CONNLC I OHS SHALL L1L CO/A I W-O � G 19S I HICKNLSS
8. ALL STRI.CTURAL S-EEL L�ETAILS AND GONNECTIONS SHALL CONFORN TO TFE STANDARDS OF-HE
nisr.
9- 5-FR NFMRFHS SFIAI I NOT RF Sf91CFD FXCFI`T NIHFHF SHOVVN ON THF [JHAWMC95.
�io. n��sr���c�nvssrin��rs��remr�ovmniNn-uren�cn��rs�reuF.
11. WELDED GONSTf2UCTION SHALL CONFOf2M TO THE AMERIGAN WELDMG SOGIET� "STGUGTUf`JiL
WR DWG CODF', [J1.L R FGT�ODFS FOR RR D AN[l 51{Up NIFI fJ5 SH(U I RF FJpXX, UNI F55 NO FD
OTHFHWISF.
12. /ALLWLLUINGSH/ALL�LPLkIOHIVIW�YCLHIIIIWWLLULk5.
13. FULL AND PARTIAL PENETRATION WELL�S PEGFOGMED IN THE RELD SI-ALL RE ULTRHSONICALLV
TFS-FD.
I<. WI�LN WLLIJS �HL NOI C�LLLIJ-OUI ON DH�WINGS. II�LV �HL MINIMUN SILL CON-INllOUS I ILLLI
WLWS IN ACCOHU/�NCLVVI I H/AWS U1.t
16. TEIVIFOf]ARV SUPFORTS. SUGH AS -EMPOMIIY GUVS. 2f]AGES. FALSEWOIIIC GRIBEING OI� OTHER
R FMFN-S f:FQUIIIFD FOR THF FPFCTION UPFRATION WII I RF [1FTFGA4MF❑. FI�RNISHFfJ, AND
INOTnI I FIJ R`�-HF FHFCTOF:. THFSF TRVII`ORIW.V SLf'l`OHTSSHFlI I RF CMl1FI F OF SFCUHMG-HF
S FR FIII�MWQ OR ANV GM,TIV pSSFMPJ FD STFR FRAMING. AGAINS I OpflS CONPI�RAPJ F IN
INTFN01-V TO THpb� FOR VVHI[JH THF S'TPJOTUI�F WHS OFBIHNFD, P.FOUITW6`FEON �NIND,
SF6IVIIO FUHCIFS`F1ND FHFfJ ION OPFFlti IOI0.S.
t]IJAI IT� CONTHOI NOTFS
1. THCOWNCRSH�LLCNFLO"ALOCALTCSTINGV�LORA-ORVTOFFOVIDCINSFCCTIONSDLRING
CONSTRUCTION ON ALL CFS FFMING �NC� MISCELL�NEOUS STEEL SHOWN ON -HE STRUCTI.R�L
CON-RACT DOCUIVIENTS_ TFE GENEFL CONTFCTOF SHALL NOT EMPLOY THE SPECIAL
INSFEGTOIlS.
[. I I16 C;6N6HAL CON I HAC I OH SI IALL PHOVID6 pCOPV OF I I�6 S I HIJC-IJHAL CON I HAGT IJpGUM6N IS
I O I I I L I L51 MG L/�bOH/� I OHV SO I I I/A I I I IL L�I30H/A I OHY C�N UL I LHIVIML I I� L SCOPE OF
SLkV/IGLS HLf2UIHLU.
3. THESPECIALINSPEGTORSHALLEEAQUALIRE�PERSONWHOSHALLPEMONSTf{P.TEGOMPETENGE.
TO THF SI�TISFHCTION OF THF P�UII D WG OFRQAI , FOR INSPFCTION OF -HF PAIITICLI lA�TVPF OF
CONSTHUCTION OH OPFF:ATION HFQIJIF:W65f FCIAI INSPFCTION.
4. I HL SPLCI�L M5PLCI OH 5H�LL I I,LLI ILL -HL I OLLOVNNG SGOPL OI 5LHNCLS�.
A. ALLMISGSTEELMEMBEGSSHOWNONTFESTRUC-URALCONTRAGT�OGUIVIENTSSHALLBE
CHFG(FD FOR SVF pND PI AGRVIFNL C'UNNFCTIONS SHpI I PF CHFCKFfJ FOR SVF OF
R FA4FNT5. POI TFf] I�ONNF[� IONS SH(U I PF CFFCI(FD FOR NUMRRi ANIJ SVF OF FOI TS
N/FI fl5 SHN I RF V/ISI IAI I V l'HFf'ICFfI FOII 51]F I FNGTH ANfI QUAI ITV. THF GFNFI;AI
C'UNTRI�pTOR �NII I SI�P�I V FIIFCTIONl�Nfl SHOI' pFTNI DRH�NINGS RFpPING THF FNGWFFRS
STAIVIP N�] FD'Mf'HOA/FD' 01: "Mf'I;UA/FDAS NOTF�.'
Cl_ HOFIZONT�LANfiVCRTIGALALIGN�4CNT0��415CCLV�NCOUSS-CCL�FAMINGMC�4C1CF5511ALL
GCCFCCKCD_
C. SPFCIAI INSPFCTORSSHqII I(FFPI:FCORDSOFINSPFCTIONS-
U_ SUbINII HLPOHI OI I INUMGSINDIGAIINGGONIOHN/WCLVVIIIISIHl1G-UHI�LIJOC�IVILNIS
IOH
��. WCLGING
REFOFTS ARE TO EESUEMI-TED TO THE EUILDING OFRCIAL THE ONMEF, THE GENEF/�L
CONTRACTOF. THESTRI.CTUFAL ENGMEEF, AND THE ARCHITECT_ WHEN TESTS OF
INSPECTIONS IN�ICATE TFAT TFE VVORK DOES NOT GONPLV VNTH THE GONSTRUGTION
[JOCUMFNTS.THFSPFCIAI INSPFI'TOGSHpII NOTIFVTHFOWNFII,CONTIIIUJTOR,A�CHITFCT
ANIJ STHUCTIJHN FNGWFFH RY I'HONF ON THF [ll�V OF THF TFST OH IN-SPFC' ION ANDSHAI I
FUI I O�N TFIAT OAI I 4NTFI AN FXPFf]ITFIJ NIF:ITTFN F:FI`OHT WITHW ONF RI15WF55 f1A�_ F11 I
UTI IEF: HEPOHTS 51IALL BE SIIBMITTEO VVITI IIN � 5115MESS DA`IS OF -I IE EV ENT ClOCI1MENTED_
G. �LL 51TE INSFEC-ION5 �ND OFSEFVATIONS ARE TO EE FEGFOR�4ED 2V OR UNDER -HE
SUPCFVISIONO�ALICCNSCfJCNGMCCF. AN"DC4IATIONSOkfJC�ICICNCIC55HALLGCNOTCD
ON THC RCFORTS ANfJ ANV COFRCCTNC AC-ION T�KCN, I� KNOWN_
�. GFNFfVAI CONTRACTORSHAII COORDINpTFWITH-FSTWGIpPORATORVNI RF(]UIRF[J
INSf FCTIONS PF:IOH TO INSTAI IATION OF C9VPSI�M POAHDAN[J/OH �] HFH RNISHFS.
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
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1
onrE: 01 /16/20
DESIGN DATA
1. THE DESIGN OF THE STRUCTURE AND PARTS THEREOF IS IN ACCORDANCE WITH
THE 20121NTERNATIONAL BUILDING CODE, AS ANENDED AND ADOPTED BYTHE CITY OF
CARMEL, IN.
2 FLOOR LIVE LOADS:
AREA UNIFORM CONCEN7F2A7ED IMPACT LIVE LOAD REDUCTION
RETAIL 100 psf
3.ROOFLNELOADS:
AREA UNIFORM SPECIALCOMMENTS LIVELOADREDUCTION
ROOF, GENERAL 20 psf NO
4.SNOW LOADS:
G W Lk/�L NO I LS
L TI�E CONTHACTUH SI�ALL COIVIPLV WITII ALL HE�ll11HEIVIENTS FOH CUNSTHIICTION TESTWG FlND
INSP6CI ION AS H6ql.IF:6U bV -116 BI.ILUMC; OFHCIAL
2. SEE ARCHITECTUR�L DFWINGS FOR ELEV/1TION5 NOT SHOWN AND FOR EYJ\CT LOC/1TION5 OF �LL
SLAB L�EPRESSIONS AN� CURBS.
3_ TI�F CUNTP.ACTOH 011N1 CUMf'A4:F STHUOTIIHAI DIMFNHIUNS AND SFCTIONS WITII
ANCI II1601I,FllVL UIIVI610.S�ON6 ANU 66CI I NNS ANU F'�YOH I ANV OLSCH6PANO`I -O I I�6 AHCI II I6CI
PPJOH T� FABHIL'ATION OKWSYAI I ATIUN OFSTHIIOTI.HAI MFMBFR°L
4. TFC FFOJCCT SPCCI�ICATION5 SHALL CC CONSIDCFCfJ �N INTCGF'J�L FAFT O� THC GONTF�GT
DOCUNEN-S. THE CONTRAC-OR SF/1LL REVIEW THE SFECIRCATIONS FWOR TO CONSTRUC-ION
AND NOTIFV TFE ARCHITECT OF ANV DISCREF/1NQE5 EEFORE PAOCEEDING WITH THE WORK.
�_ AI I TRVIPOHAH`/ SHBHWG AN� 9HA�'ING OF NFW 4VOHI( DLHINB ['ONSTHL�'TII�N. PHION -O -HF
COp4f'LETION UF F1LL BHAC W6 ELEMENTS. IS TI IE F:ESPONSIBILI-Y OF TI IE CONTHflCTOH_ _
Z TFC GCNCFL CONTRACTOR SHALL COORDINATC CONSTRUCTION N/ITH TFC CONS-RUCTION O�
AL�JACENT STFI.CTURES. NOTIFV THE ARCHITECT OF �N� CONFLICTING REQUIREMENTS PRIOR TO
CONSTRLCTION.
A_ SELECTION UF CONSTKIICTION MEAN$ A4ETIIUOS. TECIIM�ll1E5. SE�ll1ENCE5 ANO�OH
PNOC6plIH6$ /�S W6LL �S S/AF61`I YH6(;/A11110NS /�NIJ PHOOH/AIVIS W CONN6CIION �NIIII -116
WOkK. /�HL SOLLLV I IIL CON I H�GIOHS HIGI I-5 /ANU HLSPOIVSIW LI I ILS. /A5 SUGI I, /AN" HLf]UIHLIJ
CONSkUGIION LNGWLLkING �NUiOH ULSIGN HLSULIING IHOIVI IHLSL SLLLCIION5 IS -HL
FCSFOIVSICJILITV Of THC CONTF/1CTOR.
�_ L]IAlIFN510N5 TO FXISTING OR ADJAGFN- �'UN5TIlUGTION ARF RASFfJ ON THF OIIIGMIV
l'ONS ItUCTION �OCI�prIFNTS ANl]/OF; lU'PI:OXIA4ATF RR D NF1�51�UFMFNTO. THFV AHF TO RF USF[1
FOp PJf] PIIRPOSFS ONI Y AND NOT FOR SHpF llRl1�NWG F'�FFl11lATION 011 CONST�UCTION. -HF
CONTIIApTOR SH(UI f'IEOA/IIJF HII RRD IVIFFl�9I�I:FA4FNT5 I:Ft}I�II:Ff] FOI; f'IEOI'R2 RT IJP UF
N6MB6HS FHAN WG I O ANIJ AHOI.NIJ 6XIS I IIVG COIV51 NUC I10�.
LNIS I Hl, I NO I L"'
STP.IIC-IIHAI OFSGN I UAD
I_ TbCUIWSTRUTSFCCIALT"CONTFACTORSHALLFCVICN/TFC5CDRAWING5�NDTHCIXISTING
CONDITIOIVS FOG CONFLICTS BETWEEN THE EXISTING 5-RUCTUFEAND THE LNISTRUT SVS-EMS_
TFE UNISTAUT S`/STE�A SH�LL EE�DJUSTED AS NECESS/�R� TO ACCOP4MODATE TFE EXISTING ANC�
NEVV6TR�GTURALGONOTRAINTO. NOTIFVTHEENGINEERIFNOL�IRG'ATION5ARERE�UIRECPRIOR
TO INSTAI I ATION
CON51 HUC I ION S�F61 V
L CRCC-OFSFALLFFOVIDCTCMPOF�RYGFACING�OFTHCCNTIFCSTFUCTUkCUN-ILFCFNANCNT
L'RACING IS INST�LLCD AND �LNCTIONING �S THC DCSIGNCO UNIT.
l. TFF FNGWFFP OF PFCORD 51'N I NOT RF I:FSPONISIPI F FO� -HF MFANS. MFTF{UfJS, TFCHNIQUFS,
SFt11�FNCF50H f'HOI,FDIJHFS OF CONSTHIJ[' ION SR FCTFI] RV THF CONTH/ACTOF;.
3 I h L LkLC I Ok SHALL 6L SOLLLY ANU GOIVIPLL- LLY kLSNON5ILLL I Ok I HL CONUI I ION5 OI I HL
JOG SITC W C W GING S��C-`/ O� �LL PCR50N5 �ND FROFCRTV.
UNISTf:UT F�M4MG
L /ALLDLVVLING.I/WHIGVION/ANULHLCIIONSIIALLCONIOkIVIIOIIILCl1kHLNILIJIIlON01 IIIL
/V51'�CO W I OHIVILU 51 LLL ULSIGN A4/ANU/AL'. - HL �I5C COUL OI 51 /ANU/AkU PK/AC I IGL I Ok 51 LLL
LLILDINGS /1NG GRIDGCS. OR THCA W NINUM ASSOCI�TION, INC. "SFCCI�ICATION �OF AW NINI.M
sr�uc-uRes��wriicrievertis nFFucne�e.
2 All STHUTSVSTRVICOnnI`ONFNTSSHnII HAVF,WHFNF:F�LIF:FDR`IIOCAI COOFS,ICCAPPHOVAI.
3 M/AILHI/ALS�.
A. ALL Ch1ANNEL M EMEEFS Sh1ALL EE F/1BRICATED FROM STRUCTUR�L GR�DE STEEL
CONFORMINGTOONEOFTHEFOLLOWINGASTNSPECIRCATIONS�. /1N/I168GR33,AG53GF33.
R.FlII RTTM(955HFlI1 RFFARHICATFDFF:Op45TFR CONFOHMW6TOONFOFTHFFUIIUNIWN
pSTMSPECIRCATIONS�. ASJS,A.'ilE.A3KUHAH3�.
C.ALLSTGUTSVSTEM COMFONENTS SHALL EEAS MANUFACTURED BV l.NISTRUT CORFOR�TION
OF �FPFOVED EQUALS. /1NV FROFOSEC� SUESTI-UTIONS SHALL CONFORM TO THE /1EOVE
STANDARDSANL� TESTING RE�UIGE�AENTS. SUES-ITUTIONS SHALL EE W DICATED ON THE
SF{Up ��qVNNGAS SUCH, qNfl APPROA/AI RFQUFSTF[1
4. V6N�OHSII�LLH6F6H6NC611�6�HCI1116CIIIN/�LUK/��NMGSFOHSP6CIHCSIHI.IFH/AN6
CONI IGUH/AIION. SILLS, UIIVILNSIONS LIC.
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525 MARKET STREET, 321VD FLOOR
SAIV FRANCISCO. CA 94105
Ber me er
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MIc;HAEL J. M�,LAREN, P. E.
'�OJFCT #1J1S�p5
12001 bL BJV I hAL LHPHLSS W/\V. SUI I L 300
❑AI I AS. TFXAS �5J41
914J3A_PI�O F/�X9�4]39.33G4
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)
R� I G�CY
'Ii.T1Y � JSIONJ LL vWl
I:0 19 � I�SI16 FOF PtW'.VI-
PROJECT LOCFlTION:
CLAY TERRACE
143J0 CLAY TERRACE BLVD
S�ACE D13
CARMEL, IN 46032
n��� 4,12� $F
$F{EET TIT�E:
GENERAL NOTES
PRQ�ECTN�.
STORE N0.
SCALE
DFlTE
DRA6��IV RY�
REVIBNED BY_
SHEET N0
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1328
FlS NOTED
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5. WIND DESIGN DATA:
6. SEISMIC DESIGN DATA: