Exhibit G

Structural Drawings of Solar ParkingCanopies

(Layout, Strucfure, Elevations, and Renderings)

(including view of underground utilities; protection of catch basinsduring construction)

00828291.1

TERMS ANDABBREVIATIONS

ABBRV TERI\4

(#)

A\EA8A8CARCHASTM

c8ccrPc0CJ

CLCLRCMUD0rA0tMOLEAELEOEXT

(F)

FLR

GCGSNHORIZHSSI

t8ctoKIP. KKLFL

L8LTLTBELIH

LSHLSVMCJMECH

NTSocPERPPL

PSFPSrOAocREINFREOORFISFstMSPÉCsloT&B

UNOVERT

WO

NUMERICAL OUANf ITIES WHENENCLOSEO IN PARENTHESIESARCHITECf/ENGINEERANCHOR 8O[TAGGREGATE 8ASÊ COURSEARCHIIECTAMERICAN SOCIETY FOR TESTINGAND MATERIAISCALIFORNIA EUILOING COOECAST-IN-P!ACECONTRACT DOCUMENTSCONSTRUCTION JOINTCONTROI JOINTC€NTERLINECTEARCONCRETE MASONRY UNITOEPTHOIAMETEROIMENSIONo€AD toAoEACHELEVATIONEOUALEXTERIOREACH WAYFUTUREFINISH FLOOR ELEVATIONFLOORFEEfFOOTINGGAUGEGALVANIZEDGE N E RAL CONTRACTORGENERAL STRUCTURAL NOTESHORIZONTALHOLLOW SlRUCTURALSECTION MOMENTOF INERTIAINTERNATIONAL SUILDING CODEINSIDE DIAMETÉRONE THOUSAND POUNDS

POUNDLIVE LOAOLONG LEG SACKTO BACKLONG LEG HORIZONTALLONG LEG VERTICALLONG SIOE HORIZONTATLONG SIOE VERTICALMASONRY CONTROL JOINTSMECHANICALMANUFACTURERNOTAPPLICASTENOT TOSCAL€ON CENTêRPERPENOICULARPLATEPOUNOS PÉR LINÊAR FOOTPOUNOS PER SAUARE FOOTPOUNOS PER SOUARË INCHOUALIfr ASSURANCEOUAlITYCONTROLREINFORCINGREOUIREOREOUEST FOR INFORMAfIONSOUARE FOOTstMtuRSPECIFICAT¡ONSTANOARDTOPAND BOTTOM

KIP PER LINEAR FOOTSTEELANGIE

TYPICALUNIESS NOTED OTAERWISEVERTICAIWATER IOCEMENI RAIIOw[HoufWINOLOAD

99!Ei

2015 EDITION OF THÉ INIERNATIONAL BUILDING COOE (IBC)

oEgtôNLoa0g:

ADOENOUM4. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALT 8E

RESPONSIELE FOR ALLCHANGES NECESSARY IF BECHOOSESANOPTION AND HE SHALL COORDINATÉ ALL DETAILS.

5, NOTESANO OETAIISON ORAWNGS SHALLTAKÉ PRECEDENCEOVERGENERALSIRUCTURAI NOTES ANOTYPICAL DETAILS. WHERE NOSPECIFIC DEIAILS ARE SHOWN. CONSTRUCTION SHALLCONFORM TOSIM¡UR WORK ON THE PROJECT

6, ñPICALOETAILSARENOICUTON DRAWINGS.SUTAPPLYUNLESSNOTEOOTHERWSE.

7. CONTRACTOR SHALL SE RESPONSIELE FORVERIFICATIONOFALLOIMENSIONS WTH ACTUAT SIlE CONOIIIONS AND GENERALCONTRACTOR PRIOR TOSTART OF CONSTRUCTION, A[L DIMENSIONSSHOWN ON STRUCTURAT DRAWINGS ARE IO ASS¡ST CONTRACTOR INVÉRIFICATION. DO NOT SCALE OIMENSIONS FROM DRAWINGS.

8. ITEMS SHOWN BY OTHER DISCIPLINES WTH REFERENCE TOSTRUCTURAL ORAWINGS BUT NOTSHOWN ON THESE STRUCTURALORAWINGS SHALL BE CONSIOERED OESIGN SUILD IfEMS, CONTRACTORSHALL SUSMIT DES¡GN 8Y OTHERS FOR REVI€W

E9!!S4!9!g1. GEOTECHNICAL CONSULTANTi2, REPORT NUMBER:3, REPORI OATE:4, DESIGN SOIL SEARING VALUES WERÊ ASSUMED IN ACCOROANCE

WIIH SOIL CIASS 5 AS DEFINED IN IBC/C8C TABLE 1806.2'PRESUMPTIVE TOAO.BEARING VALUES', OESIGN EEARING VALUE OF1.5M PSF ANO UTERAL EEARING VALUE OF 1OO PSF/fr WAS USEOIN O€SIGN, IFACTUAL SOILCONOITIONS OIFFER NOfIFYTIESTRUCTURAT ENGINEER PRIOR TO PROCEEOING W¡TH WORK,

5, SPR€AD FOOTINGS SHATL SEAR ON COMPACIEO NAIIVE SOILS,BONOM OF FOOTINGS SHALT BEAR ATA OEPIH NOT LESS THAN 2,0ñ BELOW LOWESÍAOJACENTGRAOE WITHIN 5 FEETOFSTRUCTURE OR FOUNOATION. FOUNOATION EXCAVATIONS SHAL!BE INSPECIEO BY GEOTECHNICAT ENGINEER PRIOR TO P4CEM€NToF coNcREfÉ.

6. DRILLEO POLE FOUNDAT¡ONS SHALL BEAR ON MACHINE CIEANED,INSPECTEÐ SOIL STRATA. POLE FOUNOATIONS WERE OESIGNED IN

ACCOROANCE WTH THE PRESCRIPTIVE METHOO OF IBC/C8CS€CTION 1807.3,2, FOR TOP OF POLE FOUNOATION ELEVATIONS, SEEFOUNOATION PLANS ANO SECTIONS. IF WAIER IS ËNCOUNTEREOOURING DRILLING, STOP ANO CONSULT STRUCTURA[ ENGINEER ORGEOTECHNICAL ENGINEER FOR RESOLUTION,

gelgEElEi

1. CONCRETÊWORKSHAILCONFORMTOALLREOUIREMÉNTSOFACI3Ol,.STANOAROSPECIF¡CATIONS

FOR STRUCTURALCONCRETE"ANO ACI 318,"EUILDING CODE REOUIREMENTS FOR STRUCIURA[ CONCRETE".

2. AOOITION OF WATE8 TO THE BATCH FOR MATERIAL WfH INSUFFICIENTSLUMP WILL NOT 8E PERMINED, UNLESS IHË SUPPLIER HASSPECIFICALLY WITHHELO WATER FROM THE EATCH ATTHE PUNT, IÑSUCH CASE THE MIX OESIGN AND TRUCK f¡CKET MUSTCLEARIY STATETHE MAXIMUM AMOUNl OF WATER THAT CAN 8E AOOED TO THE EATCH ONSITE, IN NOCASE SHALLTHÊ DESIGN WATERTOCEMENTITIOUS MAfERIALRATIO BE EXCÉEDEO,

3. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACEO, EXCEPTTHATSUSS ON GRAOE NÊED SE VIBRATED ONLY AROUNO SUA ÉDGÉS,REINFORCING,AND COLUMNS. MECHANICALLYVIBRATE ONTYIHE TOP 5FEET OF ORILLEO PIER CONCRETE, REVIERATE TOP OF ORILTEO PIER 15MINUTES AñÊR PIACING CONCRETE,

4. TEST OATA FOR CONCRETE SUBMINALS SHALL SE SUBM EO FORREVIEW PRIOR TO PLACEMENT OF CONCRETE, REFERËNCE ACI 318CHAPTER 5. TAELE R5.3 FOR SPECIFIC REOUIREMENTS,

5, ORILLED PIER CONCRÊTE SHALL 8E CHANNELEO TO FRÉÊ FALL DOWN THESHAN WITHOUI STRIKING THE RSINFORCING OR THE SIOES OFTHESHAN. MAXIMUM HEIGBT OF FREE.FATL IS 15IO.

6. CONCRETE PROPERTIESI

CONCRETE USE MINIMUM 28 DAYCOMPRESSIVÉ STRENGTH

UNLESS NOTÊO OTHERWSEALL CONCRETE SHALL SE________________ ,5m PSr

E¡SI9YgqAjg-84!E!9i

1. THEPANELMANUFACTURERISRESPONSIELEFORTHEOESIGNOFTHËPAÑTTS ANDTHE DESIGN OFTHE PAN€L CONNECTIONSIOIHÉSTRUCTURE INCLUDING ALI COMPONENTS REOUIREO TO MAKE THECONNECIIONS, PHOTOVOlfAIC PANELS, COMPONENTS ANOCONNECIIONS SHALL 8E O€SIGNEO TO SUPPORT PANEL WEIGHT PLUSSNOW, WND, OR SEISMIC LOADING, WHICHÊVER COMEINATIONPROOUCES THE MOST SEVERE CONDITION IN ACCOROANCE WITS THEINTERNATIONAT BUILDING CODE,

2, OWNERTOPROVIDEPANELCAPABLEOFSUPPORTINGIN MANORINWHICH IS INTENOED 8Y THESE ôRAWINGS (.E. SUPPORTED 8Y SHORTENO. OUAL SUPPORTS, ETC),SUBMIT PANE!SP€C SHEETS FOR REVIEWPRIOR TO PURCHASINGANY PANELS.

3. CONTRACTOR TO VERIry PV PANELS WTH OWNER PRIOR TOFABRICATION.

4. THIS ISA DEFERREOSUEM¡NAL IEM,

ATRUClURAL gIEELI

1. LATESTAISCANOAWS COOESAPPTY.THEWOROAPPROVÊO INSPECTION1,1 OF THE AISC COOE OF STANDARD PRACTICE FOR STEEL SUILDINGSAND SRIDGES IS REDEFINED AS REVIEWEO,

2. STEEI SHALL BE FINISHEO AT LOCATIONS EXPOSEO TO WEATHER W¡IH ACORROSION RESISTANT COATING APPLICABLE 10 WEATHÉR ANOEXPOSURE CONOIfIONS OF PROJECT LOCATION.

3. WflENSTRUCIURALSTEELISFURNISHEOTOASPÉCIFIÉOM¡NIMUMYIELOPO¡NTGREAÍER THAN SKSI, THE ASTM OR OTHER SPECIFICATIONDESIGNATION SHATL 8E INCTUOEO N€AR THE ERECTION MARK ON EACHSHIPPING ASSEMBLYOR IMPORTANT CONSTRUCTION COMPONENTOVERANYSHOPCOATOF PAINT PRIOR TOSHIPMENTFROM THE FASRICATORSPLANT.

4. IFITISNECESSARYTOSPLICEANYMEMEER.SPLICE LOCATIONSARÉSUSJECTTO REVIEW BY STRUCTURAL ENGINEER SPIICES SHALL 8E FULLPENETRATION WELOEO AND TESTED PER THIS SECTION, INOICATE ALLSPLICE LOCATIONS,ANOW€IOING PROCEDURES ON SBOP DRAWNGSFOR REVIEW PRIOR TO FABRICATION.

5, ALL SEAMS SHALL BE ERECTÉOWITH THE NATURAT CAMSER UPWAROS.6, ALL SOLTS SHALI 8E ¡NSTALLED WTH STEEL WASHERS,7 ATL WELDING BYWEIOERS HOTDINGVATIOCERTIFICAIES ANO HAVING

CURRENT EXPERIENCE IN NPE OF WELD SBOWN ON THE DRAWINGS ORNOTES, CERTIFICATES SHALL SETHOSE ISSUEO 8Y AN INDEPENOÉNTT€STINGAGENCY,

8. AlL WELOING OONE BY E7O SERIES LOW HYDROGEN RODS, USE ESSERIES FOR ASÍM 476 REINFORCING 8ARS,

9. AlLWELOING PERAMERICANWELOINGSOCIENSTANDAROs. ALLWETDSON ONAWNGS ARE SHOWN AS SHOP WELDS, CONTRACTOR MAY SHOPWELD OR FIELO WELO AT TH€IR DISCRETION, SHOP WELOS OR FIELOWELDS SHALLSE SHOWN ON SHOP DRAWNGS.

10. SLAG SHALL BE REMOVEO FROM ALTCOMPLETEOWELDS, ANDTHEWETOANOADJACENT BASE METALSHALL BE CIEANEO 8Y BRUSHING OR OTBERSUITASLE MEANS, WELDEO JOINTS SHALL NOT 8E PAINIED UNTILAFTERWELOING 8AS BEEN COMPLETED ANO THÉ WELD ACCEPIEO.

11, ALLSTRUCTURALSTEELSHALLEÉ FABRICATEO BYAFABRICATOR WTHANY ONE OFIHE FOLLOWING MINIMUM OUALIFICATIONS. OUALIFICATIONSSHALL SE IN EFFECIATIIMEOFBID.. Atsc cERTtFrEo FAERTCATOR (STO).

12. SIEEL PROPERTIES

. WDE FLANGE COIUMNS. EEAMS ANO TEES: ASTM AS2 (Fy = 50KSI). sTEEt PIATES| ASTMAST2 (Fy = 50 KS0. CHANNEIS ANo ANGLES: ASTM 436 (Fy = S KSD. Hss REoTANGUUR STEELT ASTM 4500 Gr. S (Fy : 46 KSI). EOLÍS: ASTM A325OR ASÍM A F1852 MIST-OFFTYPE' ANCHOR RoDs: ASTM F1554 Gr. 55 (Fy " 55 Ksl)

9EE9IAI-SIEISI!E4U!g

PER I8C SECTION I7O4 AND 1705 SPÉCIAL INSPECTIONS ARE IN AOOITION TOTHÉ REOUIREO INSPÉCÍION CONDUCTEO BY THE SUILOING JURISDICTION PERtåc sEcTtoN 110.IHE TYPES OFWORK LISTEO BETOWSHATL BE INSPECTED BY A SPECIALINSPECTOR,

1. ALLSPECIALINSPECTORSSHALLEEUNDERTHESUPERVISIONOFAREGISTERED CIVIL OR SIRUCTURAL ENGINEËR,

2, THE OUALIFICATIONS OF ALL SPECIAL INSPÉCTORS SHALL 8E REVIEWEDAND APPROVEO 8Y THE STRUCTURAL ENGINÉÉ8 OF RECORD.

3, fHE MINIMUM OUALIFICATIONS FOR THE SPECIAL INSPECTORS ARE ASFOLLOWS

. CONCRETE INSP€CTION . I C.C. CERTIFICATION IN REINFORCEDCONCRET€ OR E.I.T. CERTIFICATION.

. STRUCTURALWETDINGINSPÊCTIONA. VISUA!TESTING.I.C.C. CERTIFICATION IN STRUCTURATSlEELAND

WELOING OR A,W,S, CERTIFIED WELD INSPECTOR (C.W.I.),8, NON.DESIRUCTIVÉ TESTING . A.WS. C.W.I.

. HIGH STRENGTH BOLIING INSPECTION - I.C.C. CERTIFICAIION ¡N

gglgIgEüEgllIEElfEAülISi

1 AL!COLD.FORM€D STEEL FRAMINGSHATI 8E FASRICAIEO ANDERÉCTÉO IN ACCOROANCE WTH THE STEST EOIfION OFSPECIFICATIONS FOR THE DESIGN OFCOLO.FORMED STÉETSTRUCTURAL MEMSERS 8Y THË AMERICAN IRON ANO SfEET INSTITUTE

t706.6 SPECtÂL TNSPECñON ôF sôtlg

SPÉCIAL INSP€CTION FOR EXISTING S¡TE SOIL CONOITIONS, FILIPLACEMENT ANO IOAO-BEARING RËOUIREMENTS SSATL 8E AS RËOUIREOSYfABtE 1705.6.

E

ìsgx;gzû quó=oñìÉaå

ô:uÉl-i-$zåg

TBE CONfRACT STRUCIURAL ORAWNGS AND SPECIFICATIONSREPRESENT THE FINISHED STRUCTURE, THEY OO NOT INOICATÉ THEMETHOO OFCONSTRUCTION. THE CONTRACTOR IS RESPONSIBTE FOR

2, WNO LOAO:

IMPORTANCE FACTOR,ROOF

BUILDING

RISK

EASIC SEISMIC FORCECOLUMN SYSIEMS

êENERÂLi

CONSTRUCTION MEANS, METHODS, TECHNIOUES, SEOUENCES ANO

REGUUTIONS OFTHE OCCUPAIIONAL SAFEIY AND HEALTB

2

ENCOUNTER€D ÐURING DRILLING, STOP ANO CONSULfSTRUCTURA! ENGINEER OR GEOTECHNICAL ENGINEÉRRFSOI UT¡ON

9!.9e9!ÄU!Sgi

FOR

ANO TIE STEEL SIUD MANUFACTURERS ASSOCIATION ANO ICC ESR-3S4P).STEEL FOR ALL MËM8ERS AND FOR ALL STRAPS SHALT HAVE A MINIMUMYIELO STRÊNGTH OF 55,0æ PSI.SfEELSHALL 8E GALVANIZÉO AT LOCATIONS EXPOSEO TO WEAIHERANO WHENEVER NOTED ON THE DRAWNGS.AIL MEMSERS SHALL SE SECURELY SEATED FOR FULL BEARING UNLESSNOTED OTHERWSE,ATL WELOING SHALL 8E PERFORMED 8Y W€LDERS EXPERIENCED INLIGHlGAGE SfEÉL FRAMING WORK.ALL SCREWS RÊFERENCEO IN THE DRAWINGS FOR IIGHIGAUGECONNECTIONS SHALL 8E ORIT-FLEX BY H¡LTI OR APPROVEO EOUIVALENT(cc EsR-3s2).STEEL STUO SIZES ARE AS INOICATED IN PUNS ANO K€YNOTES,THICKNESSES REFERENCEo lN IHE DRAWINGS ARE As FOILOWSI

15 GAUGE MATERIAL. O.O59 INCHÉS14 GAUGE MATËRIAL. O 075 ¡NCHES12 GAUGE MATERIAL - 0,105 INCflES1O 6AUGE MATERIAL. O 134 INCHES

2

3.

5.

6.

7.

TO THE STRUCTURAT

1. DUTIESAN0 RESPONSISILITIES OFTHE SPECIAL INSPEcToRI

TAELE I706.6: REQUIREDVERIFrcATON ANO INSPECf,ON OF SOILS

VERIFICATION AND INSPECTION TASKo I

E

1 , VË R IFY MATERIALS BELOW S HALLOW FOU N DAIIONS AR EADEOUATÉ TOACHIEV€ THE DESIGN 8ËARING CAPACIry.

x

2, VERIFY EXCAVATIONS ARE EXTENOEO TO PROPER OEPTHANO HAVE REACHEO PROPER MAIERIAL. x

3 PERFORM CLASSIFICATION ANO f ESTING OÊ COMPACTEO FILLMATERIA!S,

X

4. VÉRIry USE OF PROPER MATERIALS, DENSITIES ANO TIfiTHICKNESSES DURING PUCEMENl ANO COMPACTION OF

x

5. PRIOR TO PLACEMENT OF COMPACTEO FILL, OBSERVESUSGRADE AND VERIry TAAT SITE fr AS 8EÉN PREPAREDPROPERLY

X

@SPECIAL INSPECTION OF FAgRICAÍION OF STRUCTURALSTEEL BEINGPERFORMED ON THE PREMISËS OFA FABRICATOR'S SHOP IS REOUIREO,

ÉXCÉPllONr SPECIAL INSPECTIONS OF FABRICATORSWITH ONEOFTHEFOLLOWING OUALIFICATIONS IS NOT REOUIREDi. TNTERNATTONALACCREOTATTON SERVTCE, ¡NC. (rAS)ApPROV€0

FAERICATOR.. Atsc cERTrFtEo FABRTCAÍOR (STO).

THESPECIAL INSPECIOR SHALL VERIry THATTHE FABRICATOR MAINTAINSOETAILÉD FASRICATION ANO OUALITY CONTROL PROCEOURES THAT PROVIOE AEASIS FOR INSPECTION CONTROL OFTHE WORKMANSHIP ANDTHEFAERICAÍOR'S ASILIfY TO CONFORM TO APPROVEO CONSTRUCTIONOOCUMENTS ANO REFERENCEO STANOAROS. IHE SPECIAL INSPECTOR SHALLREVIEWTHE PROCEDURES FOR COMPLETENÉSS ANOAOEOUACY REUTIVE TOTfrE COOE REOUIREMENTS FOR IHE FASRICATOR'S SCOPE OFWORK.

OR LESS ABOVE GRADE PLANE THATARE FULLY SUPPORÍED ON EARTHoR ROCkCONTINUOUS CONCRETE FOOTINGS SUPPORT¡NG WALLS OF BUILDINGSTHREE STORIES OR LESS ASOVE GRADE PLANE THATARE FULTYSUPPORTED oN EARTH OR ROCK WHEREITHÊ FOOTINGS SUPPORTWALLS OF LIGHT-FRAME CONSTRUCTIONiTHE STRUCTURAL OESIGN OF THE FOOTING IS BAS€OON A SPECIFIEOcoMPREsslVE STRENGTH, fc, NO GREATER ÍHAN 2.S0 PSI REGARoLESSOF THE COMPRESSIVE STRENGTH SPÉCIFIEDCONCRETE SUBS ON GRAOE. STEEL REINFORCING STILL REOUIRESSPECIAL INSPECTION..

NOTEiIilE UNCOATED MINIMUM SfEÊLlHlcKNEss oFTHE COLo.FORMEOSTEEL PROOUCIS AS OELIVÉRED TOTHE JOA SIE SHAIL NOTATANYLOCATION 8€ IESS THAN 95 PERCENT OF THE DESIGN THICKNESS INOICATEDA8OVE,

STRUCTURA[ STEEL ANÐ WELOING.SPECIAL CASES. EXPERIENCE ACCEPIAALEENGINEER OF RECORD

t70õ.3 aPECtAL |NSPECnON OF CONCRÉE CONsmUClo{

SPECIAL INSPECTION ANOVERIFICATIONS FOR CONCRETE CONSTRUCT¡ONSHATL AE AS REOUIREO BY TABLE 17053

EXCEPT¡ONS: SP€CIAL INSPECTIONS SHALL NOI 8E REOUIRE0 FOR:1. ISOUTED SPREAD CONCRETE FOOÍINGS OF BUILOING THREE STORIES

PROC€OURES,2, lHE CONTRACTOR IS RESPONSISTE FOR SAFETY PRECAUIIONS ÂND

PROGRAMS IN CONNECTION WITH THE WORKIHAICONFORMS TOIHE

2.

ADMINISTRATION (OSHA) SAF€TY AND HEATTH STANDAROS FOR THECONSTRUCIION ¡NOUSTRY

3. WHERE REFERENCE IS MAO€TOVARIOUSTêSTSTANOAROS FORMATERIALS, SUCH STANDAROS SHATL 8E THE LAT€ST EOITION AND/OR 3.

TAELE I70¡,¡: REQUIRED VERIFICAÌOT ANDcoNSnucnoN

INSPËCÍON OF COTCREE

VERIFICATION ANOINSPECfION

tro

II

REFERENCESTANDARO

t8cRËFÉRÉNCE

1, INSPECT R€INFORCEMENT,INCLUOING PRESTRESSINGTENDONS, ANO VERIFYPLACEMENT

XACI 318: Ch.20,25.2.25.3,26.5.1-26.5.3

1S8.4

2, REINFORCING 8AR WELOING.ã. V€RIFYWELDAgILIT OF

REINFORCIN6 SARS,b. INSPECT SINGLE PASS

FILTETWEIDS. MAXIMUM5¡6'.

c. INSPECTATLOTAER WELoS. X

x

x

AWS D1 4ACI 3181 26.5.4

5. VERIFYING USEOFREOUIRED OESIGN MIX.

x ACI 318: Ch 19,26.4.3.26.1.1

1904.1,1904.2,1908.2, r908.3

7. INSPECTCONCRETE ANOSHOTCRETE PUC€MENTFOR PROPER APPLICATlONTECHNIOUES.

x ACI 318t 26.4.5 19ß.6. 1908 71Sa.8

8. VERIFY MAINTENANCE OFSPECIFIEO CURINGTEMPERATURE ANOT€CHNIQUES.

X ACI 318:26.4.7-26.1.9

1S8.9

12, INSPÉCT FORMWORK FORSHAPE, LOCAIION ANDOIMENSIONSOFTHECONCRETË MEMBER EEINGFORMEO.

x ACI 318:26.10.1(b)

o(ooF(JEoËoT(>c)

=

õal,

EL(5

Øo

=c(ItE-o:JõF

lHE SPECIAL INSPECTOR SHALL OBSERVE IHE WORK REOUIRING SPECIALINSPECTION FOR CONFORMANCEWTH THE APPROVEO DESIGNDSAWINGS ANO SPECIFICATIONS.THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORfS TO BEKEPTAT THE SITE FOR USE BY TAE SUILDING OFFICIAL,fflE CONTRACTOR.THÉ STRUCTUSAL ENGINEER OF RECORD, ANO THE ARCHITECT OFRECORD. IFSPECIAL INSPECTION IS PROVIDEO BYANYONEOTBER THANTHE STRUCTURAL ENGIÑEER OF RECORD. ¡NSPECTION REPORTS SHALL8E SUSMINEO TO TfrE OFFICE OFfHE STRUCTURAL ÉNGINEER ON AWEEKLY BASIS, ALL OISCREPANCIES SHALL SE EROUGHT TO THEIMMEOIAfE AÍTENTION OFTHE CONÍRACÍOR FOR CORRECTION, THEN IFUNCORRECTEO.TOTHE OESIGN AUIHORITY ANDTHE sUILOING OFFICIALUPON COMPTETION OF THE ASSIGNËO WORK, THE SPÉCIAL INSPECTORSBALL COMPLETE AND SIGN A FINAL REPORT CERTItrING THAT TO THEEEST OF HIS KNOWLEOGE, IHE WORK IS IN CONFORMANCE WIIH THEAPPROVE D PLAN S AN O S P€CIFICATIONS, AN D TH € APP!ICA BLEWORKMANSHIP PROVISIONS OF lHE COOE,SPREAO FOOTINGS SHALL BEAR ON COMPACTED FILL. FOR FILL

RÉOUIREMENTS, SEE SOIL REPORT OESIGN SOIL BEARING VALUE1,500 PSF. BOITOM OF FOOTINGS TO 8E 2IO'MINIMUM EELOWFINISHED GRADE, FINISHEO GRAOE IS O€FINEO AS TOP OF SLAEFOR INTERIOR FOOTINGS AND LOW€STADJACENT FINISHEDGRAOEWIÍHIN 5 FEEf FOR PERIMETER FOOÍINGS. FOUNDAT¡ONEXCAVATIONS SHALL 8E INSPECIEO 8Y GEOTECHNICAL ÉNGINEERPRIOR IO PLACEMENT OF CONCRËTÉ,DRILLEO POLE FOUNOATIONS SHALL SEAR ON MACHINE CTEANED,INSPECIEDSOIL SIRAIA. DESIGN [AfERALSOIL BEARING VALUEOF 1OO PSF/flWAS USËD IN DESIGN. POLÉ FOUNDATIONS WEREDESIGNEO IN ACCORDANCE WITH fHE PRESCRIPÍIVE MEIHOOOFr8c/c8c sEcTroN 1807.32. FOR TOPOF POIE FOUNDATTONELEVATIONS,SEE FOUNOATION PUNS ANOSECTIONS, IFWATER IS

5. DUTIESANDRESPONSIBILITI€S OFTHE CONTRACTORI

. NOTIFYTHE R€SPONSIBLE INSPECIOR THATWORK IS READY FORINSPECTION AT LEAST ONE WORKING DAY (24 HOURS MINIMUM) BEFORESUCH INSPECTION IS REOUIREO,

. ALLWORKREOUIRINGSPECIALSIRUCIURALINSPECIIONSHALLREMAINACCESSIBLE ANO ÉXPOSED UNTIL IT ¡S OBSERVEO 8Y THE SPECIALSTRUCTURAL INSPECTOR.

13. SfEEL BOLIS SHALL BE PRETENSIONED UNLESS OTHERWSE NOTEOASA SNUG.IIGHT CONNECÍ¡ON ON IHE DRAWNGS O¡OETAILS. ONE OF THEFOLLOWING METHODS SHALL 8EPRETENSIONING lS ACHlEvE0i. TURN.OF.NUT METHOD

USEO TO ASSUR€ ADEOUATE

DIRECT TENSION INOICATOR WASHERSCALIBRATEDWRENCHfWIST.OFFTYPE SOLT

1. SHOP ORAWINGS SHALL BE SUSMITTED FOR ALL STRUCTURAL ITEMSAND ITEMS RÉQUIREO 8Y ARCHITECfURA! SPECIFICATIONS, UNIfEOSTRUCTURAL DESIGN, LLC.ASSUMES NO NESPONSIAILIY FOR THEFAILURE OF THE CONTRACTOR TO SUEMIT SHOP DRAWINGS FORREVIEW,

2, ITEMS NOT IN ACCORDANCÊ WTH CONTRACT DOCUMENTS SHATL 8EFUGGED UPON CONTRACTORS REVIEW

3. THÉ CONSTRUCTION DOCUMENTS MAY NOT BE REPRODUCED FOR USEAS SHOP DRAWINGS,

4, ELECIRONIC FILES OF CONSTRUCTION OOCUMENTS WLL NOT 8E MAOÉAVAILAELE FOR USEAS SEOP DRAWNGS.

5, FIELOVERIFYALLOIMENSIONSANOFINISHEDGRADEPRIORIOCONSTRUCÍION ANO PRIOR fO BEGINNING SHOP ORAWINGS.

6, fBEENGINEEROFRECOROHASTHERIGHTTOAPPROVÉORDISAPPROVE ANY CHANGES TO CONIRACT DOCUMENTS AT ANYTIMEBEFORE OR AflER SHOP ORAWNG REVIEW,

7. ITEMS OMINEO OR SHOWN INCORRECTIY ANO ARE NOT FUGGED 8YTHE STRUCTURAL ENGINEER OR ARCHITECT SHALL NOI SECONSIOENED CHANGES TO THE CONTRACT OOCUMENfS,

8. SHOP ORAWNGS DO NOT RTPLACE THE CONTRACÍ DOCUMENTS,REVIEWING IS INT€NOED ONLY AS AN AIDfOTHE CONTRACTOR INOSTAININGCORRECf SHOP ORAWNGS. IT IS THE CONTRACTOR'SRESPONSISILIIY fO ÉNSURE ALL ITEMS ARE CONSTRUCTEOACCORDING TO THE CONTRACT OOCUMENTS.

SlEEL REIN FôñCING !

1. ALL BARS PER CRSI SPECIFICATIONS AND IANDBOOK, UTEST ACICOOE AND OEfAITING MANUAL APPLY. SECURELYfI€ ATL EARS INLOCAÍION BEFORE PUCING CONCREfË, REINFORCING SAR SPACINGSGIVEN ARE MAXIMUM ON CENTERS,

2. ALL REINFORCING TO 8E WELDEO SHAL! BE WETOEO IN ACCORDANCEWIIH AWS 01.1. NOTACK WELDING OF R€INFORCING EARS ISALIOWEO WITHOUT PRIOR REVIEWOF PROCEOURE 8Y STRUCTURATENGINEÉR.

3, REINFORCING UP SPLICES IN CONCRETE SHALL 8E PER TYPICALDETAIL UNLESS NOTEO OTHERWISE. ALL SPIICE LOCATIONS ARESUEJECT IOAPPROVAT, PROVIOÉ SENTCORNER EARS TO MATCH ANDIAP WITB HOßIZONTAL EARS AT CORNERS AND INTERSECTIONS OFFOOTINGS AND WALLS

4. TPICALREINFORCINGEARSfRENGTHS. REINFORCING 1WETDASLE): ASIM 4706, OEFORMED, Fy -60 KSI

5. ryPPALCLEARCONCRET€COVERAGES, coNcRETE CAST AGAINSTAND PERMANENTLY EXPOSEDfO EARTHT 3. FORMEDCONCRETEEXPOSEDTOEARTHORWÉATHER:

#6ANDURGER:2"#54N0SMATLER:1 1/2"

ALL OTHERS PER LATESI EOITION OF ACI 318.

INSPECTION OF FAERICATORSINSPECTION OF CONCREf E CONSTRUCTIONINSPECTION OF STRUCTURAL Sf EELINSPECTION OF SOILS

SEE TABLES ON GSN FOR AOOITIONAL INFORMATION,lo. D.sdptlon o¡l!

Shêet List

SheelNumber Sheet Name

s0.1 GENERAL STRUCTURAL NOTES

s1.0 OVERALL COLUMN LAYOUT

OVERALL STRUCTURES LAYOUTi3.1 SECTIONS AND RENDERINGS

s4.1 DETAILS

PROJECT NUMSER:

DRAWN BY:

CHECKEO 8Y:

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GENERALSTRUCTURAL NOTES

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PROJECT NUMBER:

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DATE:

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SHEET NAME

SECTIONS ANDRENDERINGS

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1. STEEL PURLIN, SEE PUNS ANOGSN FOR SIZE. GAUGE ANDFINISH,

2, SOßRPANEISEYOTHERS.3, "SKYGRIP"MIDC[AMP

ATUMINUM ERACKET BYSKYLINE STEETANACHED TO14 GAUGE fHICK PURLINS ORTHTCKER UTH (2) #12n4 DRt[-FLEX SEIF.ORILIING SCREWSBY HtLTt (CC ESR-3332), tNSfALLPER MANUFACÍURERSPECIFICATIONS, DO NOT OVERTIGHTEN SCREWS WHENINSTALLING, ANY SCREWS THATARE STRIPPED OURINGINSTALLATION SHALL BEREMOVEDAND REINSTALLED INNÊWHOLES, (4) MINIMUM PERPANEL.

4. SPACING EEMEEN LONG SIDEOF PANELS, TYPICAL.

5, SPACING EEMEEN SHORTSIOE OF PANETS, TYPICAI,CONTRACTOR TOVERIflPURLIN SPACING WITH PANELAND ERACKETSPECIFICATIONSPRIOR TO INSTALUTION,

6, SKYGRIPENDCUMPON ENDSONLY,

7. ENDCAP.

1, STEELPURLIN,SEE PUNSANOGSN FOR SIZE.GAUGE ANOFINISH,

2. SOURPANEISEYOTHERS.3, "SKYGRIP"ALUMINUü BRACKET

8Y SKYLINE STEEL ANACHEOfO 14 GAUGE TBICK PURLINS ORTHICKER WTH (2)#12.14 DRIL.FTEX SEIF.DRILLING SCREWS 8YHtLTt (CC ESR-3332), |NSÌALLPER MANUFACTURERSPECIFICATIONS, DO NOT OVERTIGHTEN SCREWS WHEÑINSTALLING, ANY SCREWS THATARE STRIPPED DURINGINSTAILATION SHALL SEREMOVEOAND REINSTALLED INNEW HOLES, (4) MINIMUM PERPANET.

4, SPACING8€M€ENPAÑELS,TYPICAT, CONTRACTORTOVERIFY PURLIN SPACING WITHPANEIANO BRACKETSPECIFICATIONS PRìOR TOINSIAITATION

5. MINIMUM LIP LENGTH SHATLMEETOR EXC€EOTHEFOLIOWINGì

C€HAPES. l6GAUGË-0,773INCHES

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1, STEELBEAM,FORTILTOIRECTION SEÊ SECTIONSST€EL SÊAM SHATLEARECOMPLÊTÊLY ON STE€LCOLUüN.A MAXIMUM N2'GAP ISACCENABLE WITHOUTREPAIR,IFTHEGAP BEMEÊNTHE TOPOF COLUMN ANO BEARING 8EAMFUNGE EXCEEOS 12'STE€LSHIMS SHALT BE PROVIDED

2, STEELCOLUMN3. 3/4"x512'x12"(LsV)sTEEL

HOD6E PLATE EACH SIOE OFCOTUMN (Fy = æ KSI MINIMUM).

4. 3A FULL OEPTH WE8STIFFENERS EACH SIOE OÊCOTUMN, AS SHOWNNP.

5. WELo3S|DES(EACHSTOEAND8OÍOM OF PLATE), STOP W€rD1¿" FROM fOP OF COLUMN.

1. STEELCOLUMN,

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2. CONCRETE POLE FOOTING3. (2)#9Af 4'O.C.WELoEDTO

EACH SIOE OF COLUMN.4. FIN¡SHEOGRADE,ASPHALTOR

STABAS OCCURS,5. CENTERLINEOFSTÉELCOLUMN

ANDCONCRETE FOOTING.6. ALLSIEELEELOWGRAOE

SHALL BE ENCASEO ¡N 3'M¡NIMUM CONCRETE,

7, PROVIOE 6'EXPOSEO PIER AILOCATIONS OUTSIOE PAVEOAREAS,

8, PROVIDESLOPPEDSURFACEAIfOPTO PR€V€NTACCUMULATION OFWATER,

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1. PURTINSPLICEATINTERIOR

1. COIO FORMEO SÍEELPURLIN,

2, SOUR PANEIS 8Y OTHÉRS,3, SOURCLAMPPEROTHER

oEfAtLs.4. t2"x2ll4GAUGE STEETSAG

ANGLE WHERE SHOWN ONPUNS. AnACH WH (2) r1?SELF DRILLING SCRÉWSATEACH PURLIN,

5, ATCONfRACTORSOPTION,usE 1 t2'x 1 1/1"X 18GAUGE STEEL HATCHANNELSAG RODIN LEIUOFL2'X2'X14 GAUGE STEEL SAGROD.

1. ST€EL BEAM,2,1/AST€ELCAPPLATE.3. STEELPURL¡N,ANACHTO

BEAM P€R OTH€R OTTAILS.4, WELO2"MINIMUM EACHFLANGE

ANOWES,5. SOURPANELSSYOTHERS6, SOURCIAMPPEROIHER

DETAILS,

12 GAUGE -0.885 INCHES

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TYPICAL SAG ROD OPTIONAL SAG ROD

SECTION X

1. STEETJOISTPURTIN PERPUNS.

2.3.

STEEL 8EAM,1/4"x5"x8" (LSV) STEEL PLAIË AT10'0EEP PURUNS W|TH (8) #12SETFTAPPING SCREWS.

6.

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FOOTING SIZE (LENGTHx WIDTH x THICKNESS)

FOOTINGECCENTRICITY "E"

FOOTINGREINFORCING CONCRETE STRENGTH

STNUCÎURE I 10{"xl€12'4" 0'{" 16AT IOO,C. EACH WAY TOPANO 8onoM 3.0æ PSI

BEAMS ONLY.5. 2 1/8'FIANGE ERACE STRAP

WHERE SHOWN ON PLANS.ÂT CONTRACTORS OflION.SCREWSTRAP TO PURLIN W¡TH(2) r12 SELFTAPP¡NG SCREWSILOWELD.

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1, STEEICOLUMN.2, CONCRETE SPREAO FOOTING.

SEE SCHEOULETHIS OETAIL FORSIZÊ ANO REINFORC¡NG.

3. (3)19r5-0'SARSATõ'O.C.VERTICAL WELOÉOTO EACHsrDE oFco[uMN FLANG€ (6-TOTA!PER COLUMN).

1. FINISHEOGRAOEORSLABASoccuRs.

5, CENTERLINE OF STEEL COTUMNAND CONCRETE FOOTINGwtDlH.

6, LINE OF SLOPED FINISHEOGRAOEAS OCCURS.WHEREFINISH€OGRADE CAUSES THEfOP OF FOOTINGTO 8ELOWERED. THE STEEL COTUMNSHALT 8E ENCASEDWTH ACONCREIE CLOSURE POUR,wTH (3) #4T|ES W¡TH|N TOP 6"PROVIDE 3'M¡N¡MUM CONCRETECOVER FOR AILSTEEL SELOWGRAOË,

7. CENTERTINEOFFOOIINGL€NGTH.

8, OFFSETCOLUMN PER FOOTINGSCHEDULE. WHERE FOOÍ INGEcCENTRICIfr ExlSlS, LoNGERFOOIING TOE SHALLOCCUR ONTHESAME SIOE OFTHE COLUMN.

io. D.slptlo¡ D¡|.

1, COLO FORMEDSTEELPURLIN,2, ENOCAPPERPUNS.3. (1) #12 SELF DRTILTNG SCREWS

TOPAilO BONOM AT EACHPURLIN (2.TOTAL EACHPURLIN).

-

SHEET NAME

DETAILS

PROJECT NUMBER:

DRAWN 8Y:

CHECKEO 8Y:

OATEI

1&01.005

08

JE

0dl3/20ia

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NOTES:

1. ALL MATERTAL rO MEEÌ flLn[XX(R)SPECtFtCAÌ0NS

NOTE:REGUL^R FLOW.66AICH now-100,6

GAL,/MIN/5Fc^1./Mrñ,/s¡

2'X2'xJ6- rcODENsrAfEs PucE0 r0' o.c. EXPANSION RESNÀINT

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AREA TO AEPROIECTED 2'X2'rJl4'RUBBERSLOCK

(r?" rfrcat)Generå[ Notes:

1, THE PURPOSE Of ûIS PLÀN IS IO OEMONSNAI ÛE CANOPY ÀND COLUMNLæANONS ASSOCIAIEO WÌH IHE ESIFÂRMS MALL SOIAR PROJECI IHETMPROWMEñÌS

^SSOCT^ÌEo Wfr rHtS PROJEC¡ TNCLUoE:

- INSIALLANON OF COLUMNS WTHIN EXISIINC PAVEMENT ÁREAS,- ERECIION OF €IEVAIED CANOPIES ONIO NE{ COLUMNS.- nENCH|Nô

^SSoC|^ÌED W¡H ELECIR|CÂL CoNDU|ÌS,

- SOIL EROSION ANO SEOIMENI CONIROL PROTECNON N EXIS'ING CATCHBÀS]N STRUCruRES ÀND AROUNO POENIIAL STOC(PIL€ ÂREAS.

- OAILY SÆEÞINO IO OCCUR WN¡N PROJECI LIMITS DURINGCONSNUCION IO MINIMIZE SEDIMTNIS ONTO ADJACENI ROADWAYS,

2. ALI CATCH SASINS UININ PROJECÍ LI'ITS IO AE EQUIPPED WIH INLEIPROIECIION UÑIIL ALI CONSIRUCIIOÑ IS COUPLEE.

J, ßa [xtstNo s[E FEArunEs. unlttEs. ^No

foPoffÂPHY sHom oN ntsPLAN WAS PRTPAREO BY Ê.A. HESKEIH & ASSOCIAIES, IÑC,,6 CREAMERY8ROOX. E^Sr GRANSY, Cr 06026 Àr

^ SCÁIE OF r" - 100' ïleD

'ALIÂ/ÀCSM LAND ¡ILE SURWY PREPAREO FOR ffiSttARMS MAIL, L,t,C,.NEW BRTTATN

^WNU[ (CONN RrE. 71) & SOUrH ROAD mST HÂRrORO.

NESNOÌON, & F^RM¡NGÌON, Ct, O^ED 04-14-95. REVSD 05-09-201S,

4. OIPREE ENOINEERING HAs NOI COMPLEIO AÑY FIELD SURWY ON BESÙBJTCI PROPERIY

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