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GENERAL NOTES:
<br />1. THE SHALLNCONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONSANDSI7E s, INC)OFANY DISCREPANCIES. STARTING WORK
<br />AND SHALL NSAN CONN ICTS BETWEEN
<br />HE WORKING
<br />DR DISCREPANCIES.
<br />ALL 2 AWINGSANDIOR
<br />SPECIFICATION SHALL
<br />TO
<br />EVARIOUS NTIONO AOSMCNTS OFTHE WORKNG PROCEEDING
<br />SO INVOLVED, SHALL BE BROUGHTTO THEATfEMpN OFAOBNcIUIes, INC BEFORE PROCEEDING WRH WORK
<br />SO NVOLVED.
<br />J. ALL MAEANY CONFLICTS SH LL ORAWNGSWTH REQUIREMENTS
<br />EQUI EMENTS OFTHEPROCEEDINGWITH CONSTRUCTION,
<br />4, PROVIDE MAN AND WORK SHALL ALLCONFORMTO EDPROUCTEVALUTION RTSOFTHE201JCBC. OF
<br />B. PROPOS DSUSITTUflER'SA AOstruD PRODUCT R EVALUATION APPROVAL
<br />BEAND FORE
<br />IBTCAALL
<br />PROPOSEDATION, ITIONS TOAOsWclurt,INC FOR REVIEW AND WRITTEN APPROVAL BEfORE FABgICATION AND/
<br />OR INSTALLATION,
<br />OW.
<br />e, NEITHERCONTRA THE OWNER NOR AOCONSR,INC WIN ENFORCES ALL
<br />TY SAFETY DEVISOR S6REGUING SHORING
<br />CONTRACTOR SHALL DESIGN, CONSTRUCT,PND MAINTAIN ALl SAFETY DEVICES INCLUDING SHORNO AND
<br />THE FINISHED SNCNRE AND DO NOTINOICA7E MERIODS, PROCEOIRES OR SEOUENCEOF CONSTIlCTION.THE
<br />CONTRACTOR BRING TAKE N UCTIO .I P LAWSUIT I ST0 D BY ON AND HE CONTRACTOR'S
<br />INTEGRITY OFTHE
<br />STRUCTURE WRING EMPLOYEES,
<br />OR AN A LAWSUIT IS PILED BY ONE OF THE CONTRACTOR'S OR
<br />CMER NDAOsR'SEMPLOYEES,ORANYCNEELSE, THE CONTRACTOR WILL NDEMNIFY, DEFEND AND HOLD THE
<br />IT SHALL
<br />AND HE RF PO INC HARMLESS CONTRACTOR
<br />ALL SUCH CLAIMS.
<br />7. RSHALL BETHE RESPONSIBILITYOFTNE CONTRACTOR TOASSURE THAT ALL STRUCTURAL ELEMENTS AND
<br />MEMBERS (LE ROOF, SLAB, COLUMNS ETC.) ARE ADEQUATELY BRACED DURING CONSTRUCTION. BRACING OF
<br />SUCH ELEMENTS AND MEMBERS SHALL REMAIN DISTRIBUTED
<br />IFPLA EDON PROPERLY SECURED,
<br />S.
<br />CONSTRUCTION MATERIALSHALL LOWABE LOADINVENLYG
<br />FORTHE SUPPORTING
<br />MEMBER ANDTHFLOORS ORNNECTI LOADS
<br />SHALL NOTEDETXCEED
<br />OR NOTES ALLOWABLELOADINGFORTHE SUPPORTING STAND RDNDTHEWCONNECTIONS.
<br />SPECI8. CONSTR CTIONS TAJLSAON NOT HO NORMSH TEDFOSHALL REVAJL ANY PART
<br />FTHEWORNOTESONTAILS EET,HALL WHERE
<br />CONSTRUCTIONDETAILS ARENOTSHONT E NOTED FOR ANY PART OFTHEWORK.SUCH DETAILS SHALL BE THE
<br />SAME ABFOR SIMILAR WORK SH" T THEDRAWINGS,
<br />LOCATION
<br />10. THECON7BACTOR SHALLEXCAVATION. THE LOCATION OF THE UTILITY SERNCENTHE AREA TO BE EXCAVATED
<br />PR NOR TO DUCTS,BEGINNING
<br />SL EXCAVATION.
<br />11. NOPIPES, LLCTS,SLEEVES,CHASE ETC.,SHALL BEPLACEDR SLABS, BEAMS, COW MRS. I ES, DUCTS, ETC., SPECIFICALLY LESSSHOWN OR NOTED. NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC.,
<br />UNLESS SPECIFICALLY SHOWN. OBTAIN PRIOR VJNfTI'EN APPROVAL FOR NSTALLATKYN OF ANYAODRICNAL PIPES,
<br />DUCTS, ETC.
<br />REINFORCED CONCRETE NOTES:
<br />1. CEMENT SHALL CONFORM TO ASTM 0150, TYPE 11,
<br />2. AGGREGATES SHALL CONFOR M TO ASTM C-33 FOR NORMAL WEIGHT CONCRETE AND ASTM 0730 FOR LICIT
<br />WEIGHTCONCRETE,
<br />J. ANCHOR BOLTS SHALL CONFORM TO ASTM ASTM F1554 GRADE 36,
<br />d. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED N POSITION AND
<br />INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POIRNGOF ANY CONCRETE,
<br />5. FINISH ED SURFACES OF FLOOR SLABS SHALL NOT DEVIATE MORE THAN IIB' FROM THE LOWER EDGE OFA IO FOO
<br />STRAIGHT EDGE,
<br />8. CONCRETE SHALL MEET THE FOLLOWING DESIGN CRITERIA
<br />N MAX
<br />LOCATION
<br />7. CONCRETE MO TESRNDANO DESIGN SMALL MEET THE REQUIREMENTS OF CHAPTER) OF ACI 31&1 AND SECTION
<br />1 B01 IF THE 7011 CRC RESPECTIVELY, AND THESE SPECIFICATpNS,
<br />COMP
<br />MIN CEMENT
<br />AGGREGATE
<br />MAX
<br />SLUMP
<br />STRENGTH
<br />FOUNDATION
<br />2500 psi
<br />5.5SACKSIYD
<br />Is
<br />4'
<br />NONSTRUCTURAL
<br />2500 psi
<br />p
<br />S.OSACKSIYD
<br />I'
<br />4'
<br />SLAB ON GRADE
<br />SLAB ON GRADE
<br />B. ADMIXTURES SHPL-BE REVIEWED BYAOstnlLYurB,INC.CALCIUM CHLORIDEORADDEDCHLORIDES ARE NOT
<br />PERM D.
<br />B.
<br />DRYPACKSHALL MINCH I PARTCEMENTAND EXPOSE CORNERS, R SAND BV VOW ME.
<br />19 CONSTR CnO NCH CHAMFER B ROUGHENED
<br />EXPOSEDTO 1147
<br />11. HOURS BET ON JOINTS POURS, BERCUGFNENED T01/d'AMPLRUDE MINIMUM OR KEYED JOINTS PER PLAN. WAR iB
<br />HOURS BETWEEN P LL SL
<br />17, SPELOCATKNOFA-LSLAB THE DRAWINGS
<br />AND WEAKENED PLANE JONTSNOT
<br />SPECIFICALLY INDICATED ON THE DRAWINGS SHALL BE REVIEWEDANDAPPROVED BYAOEWnure, INC PRIORTO
<br />THE PLACING RI REINFORCEMENT.
<br />iJ. CONCRETEOFTHEAHALLBEPER THE PROVISIONS OF THE RUN-ONS CODE REQUIREMENTS FOR REINFORCED
<br />ALL C CONCRETE
<br />SHALL
<br />BE CAN CONCRETE INSTITUTE.
<br />14. ALL CONCRETE SHALL BE CONSOLIDATED Wf11(MECHANICAL VIBRATORS.
<br />SIGN,F OFST EL STRECTx.AISCMCONFOOF STEEL[ CONSTRUCTION,
<br />14TH STANDMDOFTHE% AISC4PN
<br />RfME OF STEEL COVSTRUCTION, ASC MANUAL OF STEEL CWSTNUCRON, 11TH EOINON, AIS[ 36614 NSC 131-tOAND
<br />x35610I
<br />L STRUCTURAL STEEL SHALL BE ERECTED P1UMBAND TRUE TO UNE, TEMPORARY ORACWGSHALL BE NSTALLEOANO
<br />ALL BE LEFT IN PLACE UNTIL OTHER MEANS IS PROVIDED TO ADEQUATELY BRACE THE STRUCTURE,
<br />BMITSTEEL SHOP DRAWINGS TO ADLSudures FOR RENEW PRIOR TO FABRICATION,
<br />Rl1CTI1RAL STEEL GRADES:
<br />A 9N APES AND PLATES ASTM AMtF)=36 KSB
<br />S STRUCTURALTUBING ASTMA5O4 GRADES(Fy4P KSR
<br />C. STEELPIPES ASTM A53 TYPE E OR S, GRACE B(Fy MKSB
<br />D. NA DE FLANS E BEAMS B COLUMNS ASTM A572, GRADE 60(FYASO 00
<br />E. PINCHOR BOLTS&NUTS BOLT: ASTM F1564 GRADE 36: NURASTM663AHEX
<br />F, MACHINE BOLTS A NUTS BOLT: ASTM A307 GRADE A; NUT:ASTM663AHEX
<br />G HI GH STRENGTH BOLTS &NUTS BOLT: ASTM A325 TYPE I OR 3; NUT: ASTM 66301 HEX
<br />H. WELDED HEADED STUDS ASTMAIOB
<br />L BOLTS SHALL RE MACHINE BOLTS UNLESS OTHERWISE NOTED,
<br />EVLIAU UNDERALL
<br />2. TMERFPORT(SI PREPARE[
<br />SUBMITTED TO THE BJIIDY
<br />3. iH ESPECIAL INSPECTION!
<br />1. THESPECIALINSPELTORM1
<br />SUMMARY OF STRUM
<br />THE CONSTRUCTpN INSPECTNYI
<br />SPECIAL IN
<br />SPECTION IS NOTA S
<br />OR COVERED WTIHCUT SHE APP
<br />1. IT ISTHE RERORMIN Ar
<br />PRI0I1 TO PERF00.MWG NN
<br />2. SPECIAL INSPECTIONS:
<br />A CONCRETE (CBO 1705.3)
<br />B. BOLTS INSTALLED W CO
<br />C. REINFORCING STEEL (CI
<br />SPEOFIEDTOHAVESPT
<br />D. STRUCTURAL MASONRY
<br />AFTER THE PLACEMENT
<br />ALLGROUTWGOPERATI
<br />E DOIPHRAGMS (CBC 1705
<br />NOTED ON THE DRAWN
<br />F. SHEARMLSLCBC179'
<br />G. EPDXY FILLEDANCHOR
<br />X. FCUNDATION EXCAVATII
<br />I. FIELOWELDING(CBC 171
<br />2
<br />3.
<br />TO TNEBEST
<br />:S, WELDED STUDS OR OTHE0.1TEM3 NOT SHOWN N THESE ORAlMNGS.
<br />ICNRY. PRONDE HOIF_S PS RECUIREO FOR PASSAGE OF CONTINUCUS
<br />4WWG3.
<br />R FNNROMAENTSHALL EITHER BE GALVANIZED STEEL OR
<br />ENNRONMENT SHALL EITHER BE GALVANIZED OR STANLESSSTEEL
<br />THE RUN-ONS OFFICIAL TO
<br />ENERAL CONTRACTOR TO INFORM THE
<br />THAT REIN !RES SPECIAL NSPECTION.
<br />DURING THE TANNG OF TE57
<br />IICEN5E0 CPLIFORNIACML ENGINEER PND SHALL BE
<br />THE FOILMS PND DELIVERY
<br />CAMWUOUS NAILING INSPECTION
<br />OF CO✓ERNG NATERIAIS TO
<br />ml1e011RA WL:
<br />EFORECONCRETE PIACFIAO
<br />RCU[NI FRAMING INCLUOINO
<br />FILL IN BOX IF REQUIRED �
<br />En1�Y�:F17I`[7�
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<br />c t
<br />DESIGN CRITERIA:
<br />BULOWO CODE USED: Y018 CBC,ASCET-10
<br />RISK CATEGORY II STRUCTURE
<br />NAND: I ID MPN. EYPOSIIRE C
<br />BEI SM C: 605 . O STI. Fp = 0 37K
<br />MAX EOUIPMEM WEIONT • 600A
<br />SCOPE OF WORK:
<br />PRONOE DESIGN TEE
<br />OP SL FOST AND CONCRETE PIER TO SUPPORTA SOLAR LIGM SYSTEM.
<br />SHEET INDEX:
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<br />structures
<br />WMVAOSTRUCTURES.COM
<br />BIBS41.Bsee
<br />PO BOX 113
<br />CARNELIAN RAV, CA 86140
<br />REVISIONS
<br />DATE: � 2/26/19
<br />PROJECT:
<br />SHEET TITLE:
<br />GENERAL
<br />NOTES
<br />SHEET NUMBER:
<br />S1
<br />LENZI 50LAR
<br />LENZI INCORPORATED
<br />[SLB # 1007527
<br />847 N, CLUFP AVE, SUITE B I
<br />-ODI, CA 95240
<br />9)224-5950
<br />www, lenzlconstructlonandsolarI com
<br />SOLAR LIGHT POLE
<br />3222 COLLIER RD, EAST
<br />ACAMPO CA 95220
<br />Project Details:
<br />PV ARRAY: 550 W
<br />BATTERY BANK: 224 Ah, 5.4 kW
<br />REVISIONS
<br />DESCRiPiION DATE I REV
<br />PERMIT SET 12/31/2019 1 A
<br />Sheet Title:
<br />GENEfzAL
<br />NOTES
<br />Sheet Number:
<br />51 F0
<br />Sheet Size:
<br />ANSI B- 17" x I I"
<br />� DRAFTING BY:
<br />CARDWELLGd//
<br />dv'�
<br />7
<br />SepiSo ar.
<br />POWER BY DESIGN
<br />Reviewed � Approved by:
<br />CM
<br />
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