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,1RUCIURAL. NOTLS
1 7h4 cON1TRACTOR IS RE!POM 1[lif I OR Vtklf'I(A lION AND CORHLLAT10N i.1 AL1 NAIL ',HM, BE COMMON AND NAII,NG ;HALL. L1f, KIRTHE NAII ING
(Ji ALL ITEMS AND WORK Nf".I:SSARY FOR COMPLETION IIF THE PRUA.C'T P;
IN.)If,ATFD HY THE CONICRAC,' D(X,I.,WNTS SHOULD ANY QC1FSnON Akl'-i `''IFEDULE UN ALU UIHLNWI:E tiSliNOID OM TNF: I)HAMANGS STAPLE (]F
REGARDING THE CONTRACT DOCUMENTS OR 'jiff CONDItiC1NS, INE CONTRACTOR L'x11VALfNT VAltlf. MAY Hl- 'l)HSTIIIJTE'O Af'tfR kE1AEW 81 fNC,INfER
- TOE' OF LOADING DOCK SHAIA REQUEST INT17RPRETATION AND CLARIFICATION (RUM THE L.NIANFUP NAILS AND 51APLC', '.NAII h. l Hk OdFRC)FiIA_N 4 ' I
2.4% SLOPE TOP OF CURB 9X SEOpt 13E{URE BLGINNIN THL PROJECT ALL. PHASES (n THE 0M9 '(HALL '.l)NF()RM NAILING ';CNE DUl I' �.li
is'EiN BLDG. EY1�n ---- ---�, TO THE STATE OF OREGON 19115 SiRUCTUAAL SPECIALTY CIA)(. BASEL' ON iHt
`�- 1991 UNIFORM BUiLDING CODE. 114E LONTRArToe SHALL 9f: RISP(N"AHO
ASPHALT FC)R rt1NFORMANCf TO All SAFETY RE.GUI&TIONS NOONr., C(Nl5!I[U(;TION UMUFk
1 7'-5" ELEV. PAVEMENT F_X15T1NG 811G EN(,
_. 1 THE. COP1faAC1 UkAWING`, AND SPEGYFICATION' EPRfiENT 1N4 801 TOM (11:,11 I';AI[ (I'1 ) 10 !ofCKING/.1urSTS, 16d O if, mac.
— - - �__._ FINISHED SIRIJC1URE. UNLESS OtHERWISE SPECIE, LY NOFEO, tHEY O[) FACE NAII
165 ELEV "'.r.�:". V — ElulP11 /141' F c [/ . INF NAIL_- -" .-- -- -� 163'-5" ELEV. 163'-3' ELEV, 163'-5' ELEV. E
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i IUIW IIENPORMY PRI.CAIJIIONARY MEA4.URFS SHALL RF USCi) ANT) IN,F'i 1.1 S,4 M' 0ka,i TOFU �G
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rrJNSULIINC EN(WIEMS DISC:LAIM'S ALL. 0AWLIIY if rWSL PI ANS AND rr!1! I ,F 1 $'i I'f i. rA(.F NAII (8) lr,;' F A "ADE OF
ELEVAT10,IIIIAAA,1 +FtC!C(CATIONS Mi THE DESIGN, JELL ' ANE) INSTRUCTIONS
LOCATIO ATTHER TO1 �,N.
rHFftETO ARE USED ON MVY F�Rp,IEGr UfF AT ANY LUl'ATtt)N OTHER n,r.+; ,I(f.
F ROA C T AND LUCATiON SPf ci IED HEREIN, 08SERVA TiUN VISII,' TO t-4,
1/8" 1' 0" )OB SITE' ARE NOT PART OF THE STRUCi 1RAI FNGINEFR'S RPc,PON ,
SIE 081li,t' Pt I:OHNFKS/1Nll'p51 tu)N , iAi:f NAII (4) 1F,0 ',rAGC,LR1p
,NLFSS THE CONTRACT DOC1IIAENTS SPECIFY OTHERWI ,E. C l.NT1Nu0115 HLAULRF>) (IIC445) TO ',111U�, TOE (4) 4,1
4 CON TRACTON S14AI L VT RIFY SO4L C(*O HUNS AT niE FOOTINGS ANn NAII
MAKE ANY NECES.>ARY rORREC IRMTO PLACE THEM ON FIRM NATIVE SUIT- OH 10I' PL TO HIWiS, FAC( NAIL 'Ba • 16" o
S1W.)CIVRA1 FILL CUWJACTM 10 95% Of MAXIMUM !)ENSITY AT OPTIMUM
M01',niRE CONTENT PFR AMERICAN SOC9.TY FOR TE'.,TING AND MATEMAI.S. JOt;f TO 081 iCIP PL/':i! 11. TrA NAI; (4) 9d f ry
A'-.TM D698 (STANDARb PROCTOR). ASSUW 0 SA XL BLARING PW S5URF 1',4)() ��-"/�
POUNOS PER 3WANf FOOT (P7,F•), HLOCXING Ti) ,TUUS, )A)[ NAII (3) lid N)
5 DESIGN LOADS. LAtERAt tgADING, WIND O so MILE',, PFR HOUR (METH), TO f7L0(:KING, IND NMI (1) 1(;,1 � JE,V
LXnOSORE "0'. SEISMIC. ZONE' 3 IN AE)DItiON TO THE DEAD LOADS, W17"') N
SHAT l ESE DESIGNED FOR 215 PSF SNDW AND DRIF TING S,TIAI; 1U HORS FND NAII (6) 16d O Orli/Ar8 Q r, t
(8) 16d Y 400/4x'•' (JO)
6 ;XON(P.E1F SHALL W. MM POt NDS PER SOUARE INCE[ (PSI) MiNIMUM O Z Of
2K DAYS MIXING, TTI ACING ANU CUEING OF CON(*rTE SHAG BE IN HDR`; i') ('RIPPLE STUD',, 100 NAIL (4) Rd �Z
CI
ACCORDANCE WITH THE AMERICAN CNICRETE INSTITUTE. A318-813
MAXIMUM SLUMP FOr)iiNGS AND FOUNVATiON --4'; ALL OTHERS -3" ALL R(NJF Tku' S ROT CHORD r0 DEit, TOP PI, SIFAPISOIN H;` `I J mc
REIAINING STR'JC1UR(S, to- RETAdNft. WALLS, 16ASEMENT WALLS, SHALL Ow
iIAVF ADEQUATE DRAINAGE ALL EXTERICR CONCRETE SLAB`. SHAII HAVE. .n � UO
AIA LNIRAINMfNT NAI tAMINAiF,) fitAM5, FACft"[ NAM Ibd O 9r. M
:TAGC,IRFO W'/ t3) w •t
1, ALL, REINFORCING STEEL (RI'ST1.) TU 9E' DEFORMED BAR:, PER AStM 16d O LA EN.) �QO
A61i-9(1 GRAIN, 60 ALL WELDED WiRE FAFIFIVC SHAII. CONFORM TO ASiM c r
AIMS-W)a SET MAIN REST( 3' rRUM EARTH AND 2* FROM FORMED `,uRfAtIS CilC1CKWC; TO tFEU`,.f'./,101;(_.. TOT: NAIL (4) f~d rr. C�<
NAR LENGTHS DETAILED ARE OUT TO OUT AND ')U NOT INCLUDE- ALL(AWANCE s W U
TOR HOOKS OR wNDS• PROVIDE 2'-t3' X 2'••6' RF.STI OF SAME SIZE AND JOt'.r-, LAE- �'LICFs U'hR flHt 1C1F Pt (.1) 1f T FALL NAII 7 fit'
SPACING AS HORIZONTAL. FOR ALL CORNERS. 5F.1 ALL ANCHOR BOLTS AND END.'HANP ,CII',T TF1 ,ILXST',, (ND NAK i S) 1f"i
DOWf.LS E3EfORF POURING CONCREtE ALL REINFORCING 5TEFL TO F3Ew1.LDED
SHALA BE. ASTM A706-90
a ALL StRUCTURAi. AND MISLWANIFUUS ` 7it.L TU K AS IM Alf -nA)' I,1 .,,A,r ,O
AIA. WELDING TO CONFORM TO AMERICI,i,I WELDING SOCIETY (AWS) Oi 1 9.- z
1)SING E70XX ELECTV0Dr5 AIL SOL TS TO BE A`,tM A325-40 WITH MATCHING I l WORT, 104 PIN-.1-HANK O h" o O
NUT', ALL STFijCTURAL STILE.. SHALL HAVE ONE- COAT t1F PRIMER Fxrfrt Ali Ff)ta'`i ANU iN1rRMf_0IAIE.
'TURF ACES TO 01' EMKDOED IN CONCHE TLE: ON MA50NRY CMHEDfJf_U SUftY'A([ ' ')IJPVOR T`.
SHALI, 9E FREE UI_ CONTAWNANTS All. WT t OS TO IN. PRIMERED Ali
EXPOSED SWA1CTUPAL STEEL TO fv:rt ONE FIN" COAT OF' RUST INH)OITIN,: a- 0
PAINT, COLOR BY ONMER. ALL STR,JCTURAL SiECL TUKS SHALL HE A51M t,il"'JI.[ WAIIHOARI i 'P • 1 c.1P 1 C301FR OR WALLHOARTi
A!,00 90, GRAD( R. Y - 46000 P'A ALL, STRUCTURAL SITTL PIPE `.(,HALL ; Z
9E ASTM A5.3-90c. GhAL1E p. TYPE. [ OR 3, Fita (68"X10 P`d NA11.5 O n�, O All {'F+AMIN . MEMHFRS
9 CONCRETE BL(^ MASONPY UNITS (CMU) `SHALL EWE 11041 W[ I,IrT LIi tS O '�%'I GYP 6d ( (101 LR (A WAI I_UO.1k1? 0
CONFORMING TO AS iM C%I-90 1`•'PE I FM 1500 Psi MIN (IN Nf T AKf A III is 1,L R`; b,/N, GYP 0
All MORTAR TO IJJ UBC TIPF M, fCNFOR1 IW; TO AS1M 0270-89 6,1 ,. III. WALL;+F)AHU NAI['( O Sr" u.0 p Q
r')MPIF tt(.Y COVER tK RECIDiNG ARc.A OF THE LOUT'; AND Flit S'Il.1D Att. nA';E A,r` ANO k4d C:00111i O I" o c
HEAD 41INTS WITH MORTAR ALL evR(1111 T(;) O?..0()0 P51 of 771 nAY, WITH F A(1 PIN
5/13" A(,GREGAT$. I XCEF'T QUAERE OrHERWASE NOTT'O 4ES11 SHAT I HF (:') 0', F- ' ^ w
AN GROUTLD LINTEL OVER OPEN'NCS AND IN GUI,-)1JTFU (,ELLS AT JAMB') ANC) 1Z `�/ W
WALL ENDS, (2) #4 IN OR011,111EU BONO HFAMS AT SiLLS ANn r;-)P04 WALI' 14 PLUMHINt•, FIRE `;t)vpkl `. 1 N, I I F'. rRICM AN[) MEC-ANk AL Pt A/J5 UNnf C4 i+J
PROVIDE MATCHING Cf)RNER BAR`..• FOR ALI POND REAMS V[RIICAI Rf tiT[ IN SEPARA11_ PERMITS.
MASONRY WAILS TO Ot AT CFNtE4 LINI (9 WAIT UNLFSS INUICA1F.t,
OTHERrMSE. 1S SPf CIA(. INSKL IION 15 RF I)UIHI O IN Ae(,O1tI1AN(F NIP URC sf t./11)N •Cc C3 L�J
ALL MASONRY EXPOSED TO THE W'L,1THF R TO RECEIVE (2) COATS 1'4 ON THE 101.Li)WiW. ITT M';
WATERPRO(lf SEALANT APPLItD PER MANUFACTURER'S INSTRUCTIONS � 0
r(*APATWAf PAiNT PER OWNER., 4f(juiRttMENT5. IIflD WILDS ►►��++
tNt I(1VRAL rkAM,N(. _j <
'U ALL STRUCtURAl WK)OO COL.UMN3, AND orAms TO Of 0CLI(dAS Flk/LAR('.ft
(DF/L), #1 UNLESS NOTED OTHER1hl5F ALL JOISTS. PVRLIN:,, ANT' tIRTS THF C0NtRACt(AR 144AII :1ROVIt)F 1,.,0F_hCRNT NOTIL-i FU A110W SCHEDUIINIj OF 'i 1j"LAI
TO NE DF/L. #2 AND BETTED UNLESS NO)LD 01HE.RW15E ALL pt.(X'KING AND INSI'F( I,(IN IT IS '%3E OWNER4 RFSPONSISItilY Tr' PROVIDE. SPECIAL INSPF('TION BY ��NQ
NON-STRUCTURAL. FRAMING TU KC(N S711'UCTiON ORADF AND BETtrR ALL A rjUAi FIFD TN!:;t PARTY, SUCH V, A TF.STFNr: AGiNCY REVIEWED ST THE ENCANVER
WOOD PLATES IN CONTACT WITH CONCRETE. OR MASONRY SHALL Bt HEM FIR 01
PRESSURE TRCATED ALL PLI'W(JOU SHALL RE GOOkIP 1, STRI,IC:TURA1 1, Ili '=HOP ()RAWNNGS (HALL t3F SLIHMIiTEO TOR' HF511 AND FARRICATFO STRUCAORA1
EXF")SURE 1, AND APIA RATED, 3/4" PLYWOOD tO BE C D INTERICMi MTH S1111 DRAWINGS SMALI FIE TO SCALE AND A(CURATEI a INDICAlt ALL PERTINENT 9 50059
EXTERIOR GLUE, 48/24. ASPLC1'i rw THE ITEM(`) AND MLTiiO0 OF CONNECTION 10 THE WORT+( INDI('ATT..
LRECTiON AND TEMPORARY RP,ACING IWORMA1',r,N FOR ('ONIRACl'R', Qtr. C:(NrRA(.T()R DRAWN CHECKED
11 ALL OPEN WES STEET JOISTS ANU ORDERS SHALL. CONIORM In 143(. 94ALI RF-VIUW AND MODIFY AS RFI.tARLD FOR CONFORMANCE WiTH' DATE AND SIGNFATURF
STANDARD ON ALL SITS Cw DRAWINGS (SPtOR TO SiJOM1 1AL TO THE ENGINEER PROV10F IOR EACH
i7 4, AND 'iTFFI_ JOI;i1 INSTITUTE SPICIFICAT)ONS PROVIDF ALL SHEET ONL PRINT FOR RECORD ANY. OW.. RFFIROLA)CIBIT SEPIA FOR Rf-Virw ANn RETURN
ACl'I SSORIES (BRIDGINCI, AND HFAVURS, ETC.) AS RECr.Jlpt0 TO PROV,;v A FOR CONTRACTORS DISTRIBUTi(NV S(:MEDVLE SUBMITTALS TO ALLOW SUF*FVrI(N1 11Mf
CCMAPLETT SY¢ SUPPORT
TLM FOR 1x- DUCKING MATERIAL PROVIDE I, NINIMUM FnR PI[MFW AND PO"STOLE RE SI.1F:01'"TAL. (�� O aP,
OF (2) ROWS Of HRIDA-ANWITH C AND X- BRACING A MAXIMUM SLLNf)Ekn= ;;; Z7
,j(L,'R) t0 OF 2nLk ALL WELDERS TO 5E CERTIFIED TO AWS 16, METAL BUILDING DRAWING T() FIE VYj)M ITEp 11,' MFG, AND CALCIILAnUNS tO
;TANnAROS HAVE AN ORF.CUN LNI;INEE RS (*c ARCHIYEf T`•i STAMP rWE 1:><T (IF DRANINt,S ANO REW`310N$
CALCULA11ON; TO BE RFMFWFt, Hr MAI CONSUI TIN(; FNCdNIFR;
/j�5/1 5/95
BUP 95-00207
8800 SW COMMERCC,AI ST t
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