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��ti�-Rar STRUCTUR,�i ,voTEs ENGINEERS STRUCTURAL NOTES <br />�Mf�FIX�C0INNC SIRUCNRAL NO7E5 ARE SUr'PL64/ENiARY AND ARE NOT IN1EN0£D iJ <br />SUF 'RDC iHE SPEGRCAAONS AND/AP DETAILS SNO�iN ON 1FlE ORAINNCS <br />CODE: <br />CA4THACiA4 SHALL SUPfRhSE ALL CAVS7RUf,7I0N ACilN1iE5 D VfR�VY <br />KiTH TNESE CAYSIRUCIIAN DRAKiNCS AND NOTES, ?009 INJERNA710NAL RESlDEN9AL COOE <br />AND ALL ORJER APPLI:ABLE CODfS AND STANDAR7S(2006 WSEC) <br />DESlGIJ, FABR/CAAQN AND fRECAGV'J OF STRUClURAL S1EEL FA4 BUILDINGS' 4LL BQC1S <br />nF�CX LOADs: <br />RooF zs rsF (snio�Y) r�sF (e�Ao� <br />FLOORS �0 PSF LIIE LOAD l5PSF (DE DJ <br />DECKS 60 PSr" LIVE LOAD <br />BA9C N1N0 SP£ED 80 dIPN (£XPOSURE C) <br />SfIShIIC ZONf 3 <br />SA'L 2000 PSF (DfSICN B£ARINC) <br />LA7FRAL SOIL PRESSURE J5 PCF EWIY. fLUID PRESSUR£ UNRESTRAIMED <br />.i0 PCf £OUII! FLUID PRfSSURE RESTRAINED <br />lN�p '1IONS <br />INSPf:AON BY AN APPROVED TESTINC LAB SHALL B£ PfRFORMED FOR ALL ON-SICHI <br />1{f LOS. <br />F/H�NDA710N5•_ <br />EXIEND FOODNCS TO UNOISTURBED SA'L OF 2000 PSF SOIL BEARING CAPAGTY <br />(ASSUMfD). BOTTAII OF fX7ER/A4 FOOTiNGS SHALL 8E 1'6' dIIN. BELOW OU15�DE <br />FlN/SHED GRADE CENIER ALL F001ING5 AV COLU�lINS AND WALCS UNLESS SPECIFlCALLY <br />DIMENS�ONED 01HERNiSE. <br />ICIFD fILL SHWLD CONSIST Of PR£DAII/NANAY NtiCLCRADED <br />OF ORCANIC MATERIAL AND DEBRlS. FILL USED FOR FWNDAAOR <br />BE PLACED IN MAXI,IIUAI 9 TO 10 INCH LOOSE L/FTS AND COMPACIED TO A AIIN/MUM Cl� <br />ASi�ll D 155 �5 EPROCfDUUR SE Nf NATHE BULD/NG� R£ARf CA4TLNT DEIERA�INED BY <br />GBi'5.�1�:. <br />I'c=2500 PSI M/N. 5 SACKS OF Cf�IIENT PER CUB/C YARO OF CCWCRf1E ANO A MAX/AIUM <br />OF 6.0 CALLONS OF WAIER PER 94 LB. SACK OF CEAI£NT. NC SPfCIAL INSPECIIAN <br />REWIRED. MAXIMUM SIZED ACGRfCAlE IS i-I/1: MAXIMUM SLUMP IS 4' ADD MASTER <br />BUILDERS POZZOLI7H PER bIANUFAClURfRS RfCLNIMfNDA1/ONS TO ALL CONCR£IE EXCFPT <br />FOOIING. ALL CONCRETf IN FOOANGS AND WALLS SHALL BE PWRED �N A A�A40UIHIC <br />PWR UNLE55 SNOWN OIHERIi75E OR AP?ROI�FD BY THE ENG�NffR PRIOR TO POUR/NC <br />CONCRf1E. NBFAIE ALL CONCRfTE. SEGRECATION OF MAIERIALS TO BE PRElEN1E0. <br />CAVCRE7E FA4 EX;fRIAP WALKS AND SLABS fPOSED TO DETRIMENTAL CHEMICALS TO BE <br />AIR EN7RAINED (5 X AIR). PLACE NO RLL AGAINST FOUNDA710N Cl4 BASEMENT WA�1S <br />UN81 fL00R5 ARf IN PLACf. OR WALCS HALE BCEN AOEWAIELY SHORED 7D RfSIST <br />LAIERAL EARIN PR£SSURf �iNO CONCREIE HAS ATTAINED 11S FULL STR£NCTN. <br />SLAB-A4-CRAD£ RIXL AND MOlSIiN SUBGRAOE BEFOH£ PO!/R. µtlERf YAPOR BARRIfR <br />IS RfOU/RED INSTALL UNDER 2 INCNES OF CLfAN CWRS£ SANO. SAW CUT C'nACX <br />CONTROL �KNN�S INTN�N 24 HOURS OF POUR A4 INSTALL 77P-S7RIP LOCAIFD AT CALU�IN <br />LINfS. MAk71(UAl AREA 400 SF. {{iTN SUPPORTED 6 X 6-�i'1.4 X�i' !.4 H£LDEO 1{iRE <br />M£SK <br />• i/ . <br />SLAB AND W�«� BARS• <br />INTERIOR fACES 3/4' <br />EXPOSEO 70 H£AIHER AP fARIN 2' (/6 AND CARGER) <br />pq I—l/1' OS AA'^ SMALLER) <br />F0071NC BARS 3" FROdI B01TOd' <br />SLAB AY CRADf l-1/2' fROAI TA° <br />SIRUCNRAL STEEL: <br />STRUCNRAL STt:fL SNALL BE ASTM A-36, Fy = 36,000 PS! EXC£PT PlPE SH�IPfS SHACL <br />BE AS1AI A-5J CRADE B, TYPf E A4 S Fyf��5,F�PICAPON AND EREC'ipY SHALL BE <br />ASTM A600 GRADE U, Fy = 46,000 PSL D <br />IN dCCA4DANCE IN1H 1HE LA1ESi ED7li0N U`' 1Hf i1.l.SG SP£CIf7CAliQV �OR THE <br />DESI,^,N, FABRICAAQV AAO ERECAON OF 51RUCNRAI S7EEL FJF? BUILDINCS': ALL BOL7S <br />SHALL CA4FORAI TO 1HE LAIEST AS1M SPEC+FICAAON AJ07, BIXTS 3/4—�NCH DIAdIETER <br />UNLE55 N0�0 OINfRINS£. A!1 I{£LDlkf, SHALL CONFORA! I'0 THE LA7E/ST E011IQV OF <br />UNLESS OTHERINSE NOTEDRA NELD�NC ELE�TRODES SHAL�BE E70XX LOW H1DR�OGEN� <br />ECECIRODES FOR MANUAL SM/ELDEO METAL-ARC 1{f[DING C4t EWAL ELECTRG1Df FOR <br />�'Nr D�All/ S FOR N£LDED C� iPEUC �N� LLAN£LOI�C SNALL BE PERFQIIRED BYED <br />W.A.B.O. CERlIFlEO N£LDERS. ALL SIRUCiURAI. STE£L AF7ER FAHRICA7IQ4 SNALL RECfIYE <br />(1) SNOP COAT A� AN APPROIED PRIMER AND (IJ FlNI.S4 COAT AFIER fREC1iCW. COLA4 <br />AHD PA/NT IN ACCAQOANCE I41M OINJERS INSIRUC710NS AELD BURNINC OF HOL£S IS <br />NOi ALLON£D N17HCUr INSPfCT10N BY Ei�pNEER. PROYIDE WASHERS ON ALL BOL7E0 <br />CONNECAQ4S ALL 51EfL NOT EAIBEDDED IM CA4CRflE OR A�ASAVRY i0 RECElY£ dJE <br />SHOP COAT OF AN APPROY£D PRI�lER PAINT, APPLY TND COA15 A� H£AW ASPHALIIC <br />PAINi r0 ALC SIEEl EXPOSED TO £AR1H. <br />ROOF 7RUSSES <br />M£TAL PLATE CONNECI <br />PROfE55lAVAC ENG/NEE <br />TRUSS PLATF IN571NR <br />VFRIFlED BY A CURR£N <br />MANUFACTURfR IN Cd <br />SUHMIT SHLW CRAKiNG <br />PRQ�ESS/A4AC ENpNEE <br />1HE' TRUSSES SHALL B <br />IH£ REOU/REMfNTS OF <br />�D NUOD 7RU55£S <br />7 IN ACCORDANCE <br />� AND TN£ IBC ME <br />� RfPORT NUMBER. <br />PUANCf INM IBC. <br />�, INCLUDINC ERfC� <br />4, i0 iH£ BUILDM� <br />,- �IANUPACNRED I <br />IBC. EACH TRUS <br />4ALL BE DES�CNED BY A <br />'1H 7NE CAiEST SPELYFl( <br />IL PLA7fS SFIALL BE IE <br />iRUSSES SHALL BE PLA <br />TNE AUNUFACJURER SH/ <br />�N PLANS SIGNED BY A <br />OEPARhIIENT AND DE9Q <br />A PLANT 1HE DESlCNER <br />SHALL BEAR R!f WAU� <br />ISHINGTON STATE <br />ANS Of' iHE <br />fPPROtED <br />FABRICATE71 BY A <br />SHINCTAV SiA7E <br />' FA4 APPROVA4 <br />PR06£S UNDER <br />DESlGN LOAD AND MAXIMUM SPACING, IN ACCOROaNGt Ilun �vc. mc <br />MANUfACNRfR IS RESPQWSlBLE FOR L£RIFlCATIA4 0.`' ALL 7RU55 LENC7H5 PRIQ4 TO <br />FARRICAIION AND FOR IDENIiFICAITON OF 4LL IRUSS A�E�IBERS REOUIRINC BRAClNC FOR <br />RE�UCIIAY OF BUCKUNC CENGiH. 1HE iRU55 ERECTION CON7RACTA4 IS RESPONSIBLE <br />FOR INSTAL(A71A4 OF SAID BRAGNG AND FOR ALL TEAIPLI4ARY BRACING REWIRED <br />OURING 1HE INSTALLA77AN PROLESS. U.N.O. A4 7H£ PLANS EACH 1RUSS/BEARINC <br />CONNECIiQV TO BE 2-16D TOE NAllEO PLUS A4E H4 SEI�C 7IE AT EtERY OTHER <br />CA4NECAQV. PRONDE FULL DEP1H SOLID BLOCKING BfIN£fN fACH JRU55 AT EACH <br />OUiER BfARING. PRONDE SPACE BEiHEEN BOiTOM CHOROS AND PER.°fND/LULAR <br />NdJ-BfARING WACLS AND CONNECi IN7H 5lMPSA4 SiC SIOE. <br />IIAIBER: <br />BEAMS (4X _ AND CREAIER) OF-L /1 A4 BErIER <br />P0575 DF-L /1 O4 BETTER <br />SNDS HF/1 TUO <br />ALL 07HE17 LUdIB R HF /2 A4 B£T1ER <br />ALL 2X _ AMBER K2N OR/ED. ALL GRADES SHALL CAVFCRdI TO A'W{WA CRADINC <br />RULfS FOR 1{ESTERN CU�IBER, LAIEST EDlIION' BOLT HEADS AND NUTS BEARINC <br />ACAINST Nt700 SHALL BE PRONDfD IN1H STANDARD CUT WASHERS ACL MtlA9 IN <br />CpVTACT {NTH CA4CREIE .iHALL 9E PRESSURE 1REATfD. MISCELUNEOUS HANGERS TO <br />BE AS MANUFACIURED BY SIMPSON 57RAYC-17E COMPANY, ING A4 APPROIED EWAL <br />q(1 HANCERS TO BE fA57ENED TO IN700 IN1N PRQ°ER NAILS. ALL HOLfS SNALL BE <br />NAILED. AIACH/NE BOLJS TO f.'E A-J07. ANCNOR BIX75 INTO CONCREIE SHALL B£ 5/8' <br />OIAIAElER O�8' O.C. (UNLE55 NDIED OIffER�115E) INiH AhN. EMBfObIENT <br />PfR I8C CODE. ALL NAILS SHALL BE COMMAY IN� NAILS. SP�KE ALL UM�NAIED <br />JIEA�B.:RS R�GETNER �iflH lOd NAILS O l2' O.G STAGGERED. SPLlC£ CAMINAIIONS AT <br />SUPPORIS OVLY. <br />RFARINC• W � i FRAAIING: <br />ALL DOCV7 AND INNDOW HEADERS NOi CACLED WT ON 1HE PLANS SHALL BE (2) 2 X 8 <br />OF-L /2 INTH ONE CRIPPLE AND ONE STUD EACH END FLl4 A°EN/NCS S'-0' G14 L£SS <br />AND TKt7 CRIPPLES AND ONE 57UD FA4 A°ENINCS A/A4E 7HAN 4'-0" M1DE ALL <br />COLUAINS NOT CACLED WT ON 1HE PCANS SHALL BE TlN7 i2J SNOS BLOCK SOLID TO <br />FOUNDAAQV. SPIKE LAMINATED CIXUMNS TOGf7NER �{fIH 61d O 16' O.C. SlACCERED. <br />ALL NOL�D IN CANTACT IiITH CONCRE7E A4 MASOIJRY TO BE PRESSURE 1REATEO. <br />STACGER SPUCES AT TOP PLA)FS A �IIIN. A� 4B� TYP�CAL AND NAIL PfR TABLE <br />Of' THE IBC <br />CLU� INA7ED 1 b� BEAiIIS DOf/GLAS FIR, KILN-DRIED, SIRE55 GRAOE COMBINAAA4 <br />2*�-VI (B = 2,400 PSIJ FOR SIAIPLES SPANS AND 24F-V8 FOR CANTILEYE4 AND <br />coNnNuous SPANS GLUE SFIALL BE CASEIN {M7H �(IX.� �NH�Bi7A4. BOTTA4l LAM TU 8E <br />FRE�/ �UNFABPoCATA4 SHALL�UBMIT 3'SETS /OF OfTAILSAANO SPfpFl A TlAVS TOCTH � <br />DESlGNfR FA4 RfNEW PRIAP f0 FABR/CAAON. ALL BfAMS ARE f0 BE CAAIBERED AT R <br />e 2000' U.N.O. <br />iE AS NOIED QY 7HE PLANS AND AS MANUFACNRED BY TRUS JqST <br />4IDGlNC, BLOCXIIlC AND I{£B STIFFENfRS .SHALL BE �RONOED AS <br />BY MANUFACNRER OR AS NO1f0 ON IHE SiRUCNRAL DRAINNCS AND <br />lER IS AIOR£ STRlNGENr FABFICATOR SHALL SUBM�( SHOP ORAKiNGS 7t7 <br />AND 1NE BUILDINC DEPAR7AIENT FOR RENEW PRIOR !0 FABRICATIAY i0 <br />)ON OF ALL M£B PENElRA710NS PRONDED BY �IANUFACIURER. AD0/110NAL <br />SHALL B£ APPR06£D BY dIANUPACIUR£R. FABRICATOR SHALL VERIPY ALL <br />PRIA4 TO FABRICAIION. FA4 ,NNSTS SPANNINC PARN!CEL r0 PAR7ITIONS <br />'ACOFf A4 A/APE OF THELJO�ST � N.ARPRf�ABR/CA 0/'� �MS 0� IF INE <br />INSTALLED PER MANUFACNRERS RECAUMENDATIONS. <br />cl nna ANO ROOF DIAPNRAGU.• <br />APPLY S/4' ThC SJURD-I-FLOOR (24 O.C.) GLUED AND NAILEO TO FLOOR fRAdIING <br />ME�IIBERS w17H IOd CAU�IIdJ INRE NA/CS AT 6' O.C. AT Ai.L SUPPORIED EDGES AND fOd <br />CdIdION M1RE NAILS O l2' O.C. AT INJERIAP SUPPORIS APPLY 1/1' COX PLYIit')00 <br />(J2/16) CW ROOF N�ILED TD ST1FFfNERS OR RAF7ER5 {i1TN 10d CAI/A/ON NiRE NA/LS O <br />6" O.C. AT SUPPOIt1E0 EDCES AND 10d COiIIAIAN INRE NAILS O 1?' O.C. Ai INIFR/OR <br />SUPPORTS BLOCKING OF INIERIQ4 EDCES NOT REOU/RED UNLESS NOTE'D ON iNE PLANS. <br />�J�FFRFO LUNBER PRODUCTS;_ - PRADUCTS MAANUFACIURfO BY TRUST J(NST <br />A7AA1I2UN <br />/,8E �j5 dlICR01LA� LAMINAIED I�EN£ER CU�1/BER (PSL) ALCOWABLE OESIGN 51RESSES: <br />E= 1,600,000 P51 Fb = 1,600 PSI fv = 185 PSI Fc� = 750 PSI Fc = 2,460 PSI <br />ZOf WS PARALLAM PARALLEL STRANO LUMBER (PA) ALLOWi1BLE DESIGN 57Rf55ES• <br />E� Z,000.000 P51 fb = 1,900 PSl Fv = 290 PS! Fc" 650 PSI Ft = 7,900 PSI <br />EOUIVALENi ENCINEEItED LUAIBfR PRODUCTS BY 07HER MANUFACNRERS �lIAY BE <br />�0 APPROYALEfOR EOUALE�ACREATER ALLO� !f DE� ��ESSES.DED IHEY NAI�E <br />qaFAR WALI FRA,U/NG._ <br />EXIERIA4 WACLS i0 BE SHfA7NED IN.TH I/2" PLYI{tlOD. BLOCK SOLID. NAIL (iflN 8d 0 <br />6" O.C. ALL EDCES AND 8d 17' O.C. INi. BEARINCS ALL INTERIOR WA«S CREA7ER IN <br />LENCTH IHAN 5'-0' TO BE SHEAIHED IN1H �/Z� CYPSUM WALLBOARD ON EACH FACE, <br />UNBLOCKED NAIL INIH 5d COACER NAILS O�' O.C. TO ALL 51UDS ANO TA� AND BOf7lJM <br />PLATES, U.N.O. <br />Fl00,4 FRAAIING: <br />PRONDf CA4nNUDUS SAUD BLOCKINC FA4 J(XSIS Ai TNE SUPPORlS AND APPROIED <br />METAL CROSS BRIDpNC O 8'-0' MAXIMUA� PRONDE DOUBLE JlNSTS UNDER PAR71AAN5 <br />EXlENDING 1/2 OR A�ORE OF IHE JCVST S�AN. FLUSH BEAMS (F.B.) NOT CALLED OUT ON <br />1NE PLANS SHALL 8E DO!/BLE JQ'STS. AG. VERACALCY CAMlNAIED BEA,US AND NEADERS <br />SHALC BE SPIKED IDG�IHER K1TH 16d AT 12' O.C. 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