Laserfiche WebLink
, G�IVEI�AL ABBREVIATIC3I�� � <br /> A.B. AaCHflR BOLT EL �tEYAT#ON Q.F. OU'FSiDE fACE <br /> A9V� As4VE ENG. ENGINEER p.N. QYERHANG � <br /> ADqI AtSOtTtONAi. �Q, �Q�A�, QPN'G OPENIN6 ����RAL STRUCTUR�L �nTES r� a � <br /> ARJ. ADJACEPfT �.S. EACH SIOE ORNT. QRlENTA'f�(tQN} � <br /> ALT. AL7ERNATE EXIST. EXlSTINfi �•a PDST ABt}VE THE.FOL,LOWI�fG APt'LY UNI.ESS SHOV�4i OTN�RWiS� ON TFIE PLANS. � � . <br /> APPRX. AFPROXi�k'[E �Xl'. �XTERIOR P.8 PdSf BELt3W ��l� � � <br /> ARCH. ARCHiTECtURAL �E t1N+SH�6 F100R EI.EVAYlOi�i PAt�. PARAlL�L vt/ � 4� W� <br /> � AT FAB. �ABRICAt(4H PERP. PE&PENQICULAR 2a. FRAA111�tG LU6!@fR S4aAlt. 8E KILN DRtED bR GIG-15, pND GRADED AliD AIARKEn �N C�tf�4NCF W�fN W.C.L�. t. ALL MATERIALS AND WdRKAlA1�NIF DESiGN, A1+10 COt�STRUCTKfN SHAl.t CObf�OR�I 't0 TNE RE4UIREMENTS Of TNE �i. W <br /> �. HOTl'OM fND. FpUbtpA710f� PL. PLA7� StAAlDAttb GRAfTlAt6 Rtl�ES fOR Ya�ST G4AST LU�iSER , lATfST EW'FIQN, FURNfSH TO THE F011O�WNG O�AWINGS, SP�CIf{CAiIONS, AND T�tE IN7ERNA?tONAL BUitDiWG CdQE tt.B.C) (20iS EDlTIONj. , � � W��Z� <br /> BEL BELO��t fIN. fl�ftS11(ED) Ql'Y. GUAP�TfTY Ai1NtF�fUt� STANOARDS: � °� ?N��� <br /> 9 L D G. B U I t DI R t G fLG. FLANGE R�f. t+t�fERENCE 2. C 1�SI G l�1 C R I T E R iA � f�l t ���?�� <br /> BDIaRY. 8011NOARY ff,Jt. PLOOR REQ'D REQUIRED J41$TS (2x NEMBERS) NEAI��IR NQ. 2. Rt14F UYE LQA� . . . . . . . . . . . . . . . . . 2S PSf � <br /> s.a. so�taa o�... �.o. �acF oF... �.�i. RdiIGN OPENING ftODR UYE lOAD (RES(�£NtfAL} . . . . . . . . . aa Ps� 1� f� �a�U z <br /> 9Rl7�. QR(D�E{IM6} FRA{'G FRAltlN� SCHO. SCNEDULE �4x 9EAbiS A41D STRINGERS DOIfGLAS F!R N0. 2. WJND . . . . . . . . . . . . . . . . . . . . . . . 11D tAPH (3 SEC. GUS9'� , EXRO5URE "C" � � ���m� <br /> 9�G. B E A R I N f F.S. F A R S 1 t I E 5 F t t. Shi E E T S E 1 5 6 1 1 C U�E G R O U P 1, S 1 f E C l k S S R I � c� t� u 1 4� <br /> EAR�HQUAKE . ._. . . . . . . . . � . . . . . . . ��p�L! <br /> B/W BEt'd1EEN Fi'G. FflE1T1NG Sih�. SIldtLA� 6x PQSi'S AP10 �Ib!$EltS �tiGkAS �'IR DtO. 1. ALL4W1�81.� SOiI P�ESSt1RE . . . . . . . . . . . 150Q F5E' (Nattami sautts or �ar�cted it(Q <br /> CANT. CANfiILEYER(ED) G$ G R A i l E H EAM S K I k. S K E Y I i(E D) S O 1 L S E N G I N E E R O RB S U N.F I N G 6 f f I C{A I. V�1�I f Y ,�ao � N��Q� <br /> C,�. C E N T E R �F G R A V t T Y G�b. GRAOf SPC. 5PAC1Nf STUDS, PLATES AN4 �iiSC. LIGHT FRAMikG DOUGLAS F!R OR HEM-�IR SCANDARB GRR[fE, �G `� � ��''�.� <br /> � C E N T E R L I N E G Y�B C r Y P S U�i W A I l 9 Q A t t f J S Q. S Q 1 i A R� (�j I.� �w n�.?m <br /> GI.R• CLEAR NbR. H�QDER 5'fa. STdNOAR� TOP AWQ 90TtQM FLAT�S Ai �ARIPIG WALtS i}pti�6LAS EIR CONSTRUCT1QN �RADE. <br /> CQL CqtUNN HORZ. NORfi4NTAl STGR. STA6G£R . <br /> C4NM. CONNECFtON I.F.. INSIDE FAC£ STiFF. S7lFfEP1ER 94Lt�0 STt1QS, L�DGERS A�fb FLA?ES DQU.GLAS fIR� STANbA�Q GRAADE. 3. 57RtiC'fURAL DRAtiIl�tGS SidALl. �E t35�R,IN C4�WUNC110N WlTH ARGHIT�CI'URAI. pRA�i+t�S faR 8160161G AA{D <br /> CONST. CONSTRUCflQN INt. INt£RIOR STL. STEEI � CONStRUCT10t�t. CONTRACTOR SMA1,L YERIFY b[1�fN5t0af5 RND CCNQITI��fS FOR CO�tPAT��t.l'tY A�D S6tAL1 NOTiF1l <br /> CONT. CONTiNUdilS ,JST, dq}ST gFRUG. S1'RkiCTURE�AI) Zx6 S7UAS AND PtAI�S p4UGLAS FIR QR HEM fiR t10. 3/5tl1D �RADE. ARCHtTECT AND EN6lAIF�R OF ANY D1SCR�PANCiES P�IOR TC CQNSTRUCTIdN SQ Hf MAY kfkKE PROP�ff REY45ia�i3 �tAN �Z�, 2t71 B - <br /> CiSK. CQUNT�RSiNK K Ktp5 (1a0p F�UN�S) SYM. SYA�E7RICAL T4 TH� Y�R!(. <br /> . ll61. QOU$L£ LA7. LA7ERAL T. '��1R GlU�D LA�lINATE� BEA1�S (2� - V4} <br /> �, DiA. tflA6lETfR l.�'. LlNEAL fL�ET THRb. 1H�AD(�D) 4. CR�t'TRACiOR SMAI1. PROYIOE tEMPbRARY BRAC►NG AA1A SHGRING Ft3R th� 5t'RUt7U&E AND SiRUCTURAL. CQNPONEt�'fS � � S <br /> DIAf:. OIAGONAI lAAT`L MAtE&IAL `CMPRY. �"EIdPORARY PARAELAAI {PSL} (2.OE} UNTIL ALL �1NAL C41+tPf£CTIONS HAVE Bk`�N CflNPLEtED IN ACCORDANCE YYl7H 7#!E PtAN5. ,� ,�F �A j� <br /> L1(APN. �lAPHSAG�t M.B. MACHIN� 8467 (A307} T.O. T9p �F... NlCROL�AM {lVi.) 1 �, � <br /> do Dtl'f0 {04 4V5Rj �t.D. �IiD-Q�FTN Tl2ANS. TRANSYERSE A t '��} � <br /> D OEPTH MFR. MANllPACTURER TpP. TYptCAL 5. CQNTRACTOR SMAL4 8E RESPONS18L6 fOR ALL.f2EW1&Ep SAFk`t`f PR�CAUT104f5 ANQ TN� MEtHbt?5, TECHN1Qti�S. � <br /> D1Yfi. ORO+WI(V6 At'(G NET'pl U8C UNIFQRLi QUILDlNG CQpE SEQllEPfCES AND PRQCEDIlRES REQUIRED 7tt PERFO�+! HIS WQRK. . <br /> OV�II. OOWEL {N} NEW NEMBER U.N.O. t1NLE55 OTHERWISE PM7E0 <br /> (E} E7(ISTING MEMBER N.S. tJEAR SiDE Y�Ri. VERTICAl. 2f. PL1�1t40A SHEA7HtNG SNALL BE GRAiI� C-p. �XtERiOR GIUE QR STRUC3URAl. li, �Xi�RiQR GLUE tN �. COHTRACTOR-1NtiiATEQ �HANC,ES SHAtt, 8E 5U�AitTf�p iN WRtI'IN� Ttl 7HE ARC61fTECT ANQ STRUCFURAL EIaGfNEER <br /> fA. EACN N.T.S. NQT TO SCdi.E VFY. VfRtFY C�lVfb�uIANCE WtFld LB.C. S'fAF{DARBS. Ofii�NTED 5'��A�10 @OAR� eF EQUIVA{EEI'€ �'4R APPR4YAL PRIOR t4 EA@RICA7IQN OR GONSTRt1C1'l41i. CHANGES SNOWk1 QN SMOF DRA�IINGS ONLY Witl NAT <br /> E.�'. EACti FACE Q.C. dN CENIER Wf WlTH THkGKN£5S, EXPQSURE RATING ANQ PARIEl. INREX WAY 8E USEO IN L1EU OF P1.YW04t1. S�E PLANS Fdtt SATI5fY 1N{S REQUIREMENT. 3�gq,2 <br /> W.P. WORK P4?iNT TNICKN£SS, PANEL 119EH71fICAtfON ENqEX ANO MAtU�it� RE4UIRENENTS. �� <br /> 7. BRAkNPl6S I�IRICATE G£NEffAL AAID 1'YPIGAL AE7AtLS QF �ONSiRUCTION. WMfttE CDNOITtOAS A&E PiCT 1. <br /> iTt <br /> 22. AAL.L �YCOD PLAT�S �4Nt� 6L4CKING IN DtREGT CaNTAGt wriTF1 G4NCR�1'E OR MAS{HiRY SHALI BE PRE5SUR£-TREATEfl C0�9{STRUCTON�SItAiI. 8�SEtl SUBJ�CTTO RE1+t�ANO APP OVA�Y��^�C��H ECT ANO TH£�S1RUCtUAAL �r�� � <br /> ��il1�R��� Ot t'iA�C�lY�Y t1�B����LP"l�tVSVS WITt1 AN A.W.P.A. APP&OVEO PRESER�tATiVE: , <br /> ENGiNEER. <br /> FC1R �'f'f�iUCT1Ji�vRL <br /> G.I.F. CAST IN PIAC£ EMBD. ENBBD(DMENTI P/T POSt TEMSIONECf 23. T(ldBER GONNECiQRS CAi.1.EU dUt 8Y L�t1"E6tS ANC� NUItH�RS SHALS. 8� "St&ONG-TfE" HY S4�iiPsUM C411PA41Y, AS a. ALL STRUC'fURAC SYST�biS WHICH AR� TO 8£ CO�if�I�SED 0� COMPQNENT5 TQ 8� FIELA �RECtEQ 5HALL 8E <br /> C.J. CQNTROt, JOINF JI, d41NT REIWF: REtNFORCEMEN't SPECIF�ED lN THEiR GATALCC�; NQ. C-C-�20'�6. EGUh/Ai,ENT DEVlC�S 6Y OTHER FA,►NIlP,AC7l1&ERS MAY 9E SUp�RyiSEO BY THE SUPPLIER DllR1NG MA�IUFACTURtAt6, I3E41V€RY, NAHDI,ING, 5t4RAGE dN0 EREC'�IQk kN - <br /> CMU CONC. MAS4NRY UHIT l.t. Wf. LiGl�'E' WEI6HF S'tIR. S'CIRRUA SU�STl1UT£D, F&Q1►kDEO THEY H�FYE ICBtJ A$PRQVAL POR EQUAL QR G&EAfi�Ft L4A#3 CAPACtTf£5. PRqWi�E fitU�iBER ACCORadNCE WtiN INSTRU{;itOPIS FREPARE(3 9Y TH� SlIPPLfER. <br /> CONC. �0#CRET� NAS. NASObtRY WY?F WBl.D�R W!R$ fABRlC AND S1ZE QF �'ASTENERS A5 SPECIPIEa BY NANI3FAC1'URER. CQN�CTbR5 5HALt HE �15TALLED !N ACCO&DAt�SCE <br /> E,J. EXPANSION ,1q1NT P/C PRECASI' COBiCRE�'E 1�1TH '�bl� MdNt3fACTU�ER'S t�COli}AfN�ATIQt�lS. M1Ft�RE CGt�tECTQ� STRAPS CONNECT T{dt0 MEt/8ER5, PLACE QN-HAlf' 3. SHOP bRAWlAIGS fQR MANU�'ACTUI3ED TRU5S£S, � <br /> OF T�lE NAIIS UR BOLl'S {N EACH N�EIIBER. ACL 90LT5 tN WOOD lIEAt9E�5 SNAI.L COAffORN 7Q ASTM A307. SHl►tL 8E SUBNtTTEO TO TH� ARCHiFECT <br /> PROViQE WASMEhS UNQER THE N�AAf1S ANO NUTS OF AkL 841TS ANQ 1A6 SCREWS BEARIM� ON WOOQ. UNLESS NQTEQ AND 5TRUCTURAL ENGINEER FOR REit1EW TWO VY�EKS PRiQR TQ FABRICATIQN aF 7NESE tTEMS. <br /> QTHE�tW15E, ALL PtAiLS SHAtk 8E COtdMOPl. AEL SHtIdS S�iALt B£ SEASOPkEA AI�D 4RIE'Q AND TH� SA#iE GRApE <br /> e����� A��RE��f"1,T1��� fl�tNl6dU�4) A5 lAENBERS .CONNECTED. ALL .tO1STS SHALL 8E CQRf�CTEt??4 �'I,USN 8�A!#S WITH ".U" SERfES dQ1ST 10. SHOP ORA1�bt6 REWEW; Di�lEt+tSS10NS AFID UaJJA911'(TI�S ARE t�t4T REVlENtED 9Y tNE Et�Gl6tE�R Qf R�CORL1, AND <br /> HAWGERS, ALL A011BtE JOIST 9EAMS SWAii. BE .CONNECTED TD FlUSH B�AAiS YYt1'41 U 5Eh4ES HA�iCfRS. ,A11. THER�FORE MkiST � VERI�IED BY TN� CONTRACT4R. CQN?RAGTOR SNALL itEViEW AptII S7AMP D�A�1141[;S P&18R Tfl <br /> 6.6. BRACED fRA1AE Wi LONG LEt HQRIZONTAL Y�fi'S YdELDE9 THF�EAOEQ STUD 't�1PLE-J41ST' BEAfd5 SHALL 8E CQNN£Ci'ED TO }1tlSN BEAi(S WITH U-SE&i�S WANG�RS. BEVI�4Y BY EN�4WffR 4F RECORp. 5U8�flSSIONS SHAl.L. lNCLUQE A R£f'RQti11Ct81.E ANq ONE CUPY; REPR�EICtBl.� ' <br /> CP CO�i�t.kTE PEN�TRATfON LLV LONG LEG VERTtCAI �`�� �� ��Q�G 24. A�I. YIOQ6 F'RAt�iNG DETAtLS ^ TH� fOLLOWING APPLY UN4ESS QTH£RWISE SHOWN QN TH� PLANS. WILL BE AIAt�KED AND REtURNEA, <br /> GA. GAG� AIRf M�dEN7' #�ESISIIPt� f'RAAtE XX-ST� DOU61,f EXiRA S'(RONG <br /> GALV. GAtYANIZED VYWS WELDER WEAQED 3TUA SI�iOP DRAI�IHG 5tlBi11TTALS PR�ESSED 8Y THE E�iGIi�R Aki£ N0� CHAN6E �RO£&S. TwE P(1RPQSE QF SNOP <br /> NSB HIGH STRENGTH BOLT A. MlNt�IUM NAIUaG REQUIRENEMtS: UNt£S5 OTHERWtSE iV07&L3, AIINIMUAi WifLtNG SHALL.8E IN ACCORQAWC� WfTN flRAi�ING SU�lIt17ALS BY TNE COHit�ACTOR f5 TQ QF.�i4NSTRAT£ TD THE EN�NEER TNAT TN£ GO�IYtAC'f4R � i � <br /> TABL� 2304.t0.t �JF 1'HE 1.8.C. Ut�D�RSTANbS TH� DES16N COi�CEPT, 7NAT HE DENONSTRA'fES N!S tlN0Et�5'!'A@IG1NG BY IE�IIbICATtNG 1#NtC61 dIATERIAL iriri <br /> dfY\JOD ����G���T��1�� HE INCfENQS 'CQ Fk3R�IfSH �41D INSTA{.t' AND SY t1�'fAIUNG THE FA9R1CAlY0N AND 1N5TALLATtQN tdEi'NQDS HE � <br /> C. PROVtOE DOUBLE JQ1ST UtdO£R ALL PARAi.L�l, PARTi1'fQtSS THAT EXTENO 4VER ►A�RE TN,6N HALF THE 10}S'f 4@NGTH INi'ENOS "�Q USE. IF DEVIATi4NS, D(SGR�FANC�5; �R CaNFUC1'S A£tWEEPt �#bP QRdtk�1G SU�A3tT1ALS ANQ <br /> AND DQU6LE dQINT HEADERS :4l�D DOU$LE Jt11S°tS EACH Sf0£ OF ALL OAENINGS !Pt FL00&5 AA10 BOtIFS UMl�SS TF1E C41�1'PRACT 40CUM�NiS ARE flISCOVEREQ EittiER PRIOR TO 4R AFl`�R SNOP �At�tING SUd�iIiTALS ARE <br /> 6.N. 6Qt1NDARY NA!!. NGR. HANGER P.t, I�R�SSt1RE TREA'F(ED} pET�11ED 4THERWfS�. COORDINATE SIZ� �i+ID IOCA�ION OF At,L OFENINGS VJiTH kRCHYtECTURAL ANb �IECHANfCAL FROCESS£0 BY �NE Et�GIN�ER, THE OESIGN �RAWINGS AMD SPl��1f1GA'[iONS.SNALL CQNTROI AhQ SWALL RE <br /> CAM. CktdBER�D) L.S. LAG SCREIM SHTG SHEAiHtliG �RAVWNCS. �flLL4WF�. �J . <br /> D.F. DaUNGYLA���R) �R. T111BER STRAMD e�A�t &G TO GUE ANp�GRQ4VE D. P&OYIDE (2) 2xi13 HEkD�RS OVER �4ND DOUBLE STUDS �ACH SIQE QF' ALL OPEPII@IG5 IN STW 6EARING YlAtLS SF#OP DRAVl�iGS QE AESIGN BUiLt? CQ�iF4NENTS INCLUOING STAIRS AND EXTERtOR CLdtaQtPtG SMAU. tAtCLUQ£ 7NE �"" <br /> �.N. �G� NAIL LVL NtCROU.AM $EAM TJ TRilSS ,i01S7' MACMtLLAN NOt DE'1'AIi.ED OTF�ERWfSE. <br /> T �ESItNIN6 FRaFESSlOMAL £NGINEER'S St'AMI'� STA'fE Qf' H'ASkt�AtGt4M ADlG SNAtZ 8F APgtt11YED 91' 'tHE CQ1fRtlA�NT <br /> f.N. FAC� NAfL Pl.YWD. FLI�AIQ00 T.H. 70E NAIL QESl6MER PRIQbt Tp CU&SORY &£YIEW 9Y tHE E�;NtEER Of RECOtiQ f4R 1.4ADS tlMOSED QN T61E BA51C StR!!G'fURE. <br /> 6L.8 6l,UE-tA�i{NASED HEA�A PSi. PARALIAFA �EAM �. PR(fWD� SOLID 81�CKlP1G f4R id1�0A CQLUNNS ANA ?AULTIPLE STUD F1�5[a THROitf,�t FLDIfRS TO S!lPPOR'fS 9Et.4!!W. TktE C01t3�lEi�t OE5K;�1ER {S RESRQMSI6LE �(� C� C4I�'l1�ANCE ;9lld Al.L NECESSARY GCNNECTtl�S AtQT �y,� z <br /> H.F. NEAI-CIR SPECl�fGALLY CACLED QU'fi QN A�Mif€CTURAC 4R 5'F�!!JG'NRAt Q�'AY/l�t65. Sk{OP @�A+�1�IGS S�lAI.! I�CATE <br /> F. PROVID� CONT(NUOttS SOU� 6fACKit� AT NiR-EI�lGHt OF All S'fUD WAlI:S fl11ER t0'�Ct" IN HEIGHT. AfAG�IMfUDE A�D QfREGTW21 Of Att lOADS OYPOSED dRl BASIC 5i'RUGtURE. OESid+l CALCUlA�EORIS SHALI. pE tAAQ� � � O . <br /> AYAftABLE t1POki REQtlE57. p.. I^ <br /> G.. TRUSS MAPtUFAC7URE 70 P�t4YIQ� AL1.TRtlSS TO iRUSS C4�INEGTfQN5 AND TRUSS LA?ERAl. 6RAClN6. 1 t. IAiSt'�C11(fN: �+'�' Cf1 � <br /> � 1 �1 t�f"'�I� �M�Ll IV� �i.�H EQ V L..� � EXPA@�5iflA{ @OLTS, THR�ED EXPANSIQN iNSE�TS, AN� EPDXY GROUiEQ Z <br /> � � �� �� f. WAt.t. fRAAiING AC�. STUD WALLS SHOWN Af�Q N4T OTHERWtSE NOTED SWAtf, 6E 2x4 StUDS � 16 o.c. Af 1NS1'pLLpT(AAtS SHALt. 9E StlPERYISfD IN ACCQRDAN�E 'NitH 2O15 IBC, AS � � <br /> INTERIOR WALlS ANp 2x6 � i6"o.a. AT EX't�RtQR WAL1,S. �Eqt!lRE.Q 91� T!{E pE�itdfT lSSUtNG AGENCY ADi� THE PRbd�CT SFEGtFtCATlONS.@Y A QUAIU�lEU TTESS7lNG AG6NGY � I <br /> J. US� fklll LENGTi�t STUDS �8A1L00N FpAME} ON EXTERiOR WAtIS AT STAtRWAY5 AN81 A7 VAUI"�ED �EILlN6S. �5���� QY 7HE A�CHfTEGr �R ENGiNk"ER. INE ARCHiT�GT ANA SfRUCTtl�AL ENGIN�ER SNRi.i. 8E F'URNfSHED Q �{'j " <br /> WiThi CBPIES OF At.i. INSP�CTiQN REP8RT5 ANO 1�ST RESUlSS. ` ' � ,,,� Q <br /> C�NNE�T�IC1N K. lNDIVIbUAI M�ABERS OF �Uti.T--UP POS'fS APtD 8E�#IS $fiALG. �RCH pE ATTAGHEb W{TH 16d NAIlS AT 12" cs.c. � � <br /> COMMQN UR $OX �lAILiNG SfAGGEREp. W � <br /> L AL! VI040 SCUl1 WALLS StdAll HAVE L4WfR WQQO PLA7E AFiACM60 TQ WOQD fRAMltiG HELOW 1�I�H 16d NAILS AT 12, �OUAIDA7tON NA1ES: 5UBGRADE PREPARATION fMCLUDI� D�AfNAGE. �ItCAYArIh�l, COAiPAC?lQM, AHI� �#U.iNG � .J � <br /> 1. JOtST TO Sf Ll. OR G{RpE R, TQ ENAI� --_________�.________3 _ gd 12 a.c. SIAGGE�EU uNLESS 54141kN OTHERWkS�. REQUI&EN�N'PS, SbIAld. CQNF4RM SFRiCTLY M11tN REC6MMENDaT4dNS G1VEN !N 1ME°SQIE.S REPORT GR AS At��CfiEO � � <br /> �. Bf�IL?�'aING TO �1015�, TOENAiL �ACH END~---~•-~~-------~----`--2 -- $d �. �- �� F��IN6 �ETAIL5 WdT StiQWPt OTH�t�WlSE SHAII 8E CONSTRt1CT£D TO THE #AJNIt�UM STAND,A�OS 4F TH� BY 7HE 50U.S fNGlNEfR. �UO�I�I6S SIiALI BEAR 4A1 SOLiD tlktDlS'fi!(ZBEE! EAl�ii'N {CQ�I'�A{1LLED, CO}�RACI'E!? �11 (�jj <br /> H <br /> 4.8.C. STRUG'tURAL Flll QR BQtH� A7 t�AS7 t8" 6�t,OWY E.O�IESt ADJACENT F11�1ED GRADE. EOOt{NG � W <br /> 3. SOL� PI.ATE TO JQ{ST OR BLOCKiNG, FACE NA(L. ~-^--1�d @ 16'� Q.C. N. ALt YllfdO STUD WblJ.5 SHALL HAVE LOW6R Y�IQ00 PtATE ATTACHED TQ �OGD FRI�(@{G BELflW I�TH 16d MAIL5 AT �i" ���SfEl.EVAT{QN5 SHOMM QN RLAN5�(OR iN OfTAILS) ARE MIWIAIfiM ANO �'QR GUlIIANCE ONLY; Tbl� AGTUAL � � <br /> o.c. STA�+£R6 D QR B OLT£� TO CONCRETE V!!'tFl S/8" OIA#I�R ARICHOR BQU°5 � 6'-Q�o.aa UHt.�SS SF1015NV E I.E V A T I Q N S Q f F O b T i R f G S M U S T B E E S T A 6 L I 5 H E D 9 Y T H E C O D I F R A C t O R i P t T W E �I E L D W�R K f K 6 y�t T b I E 7 E S T 1 N G <br /> 4. -ro� ��.a�r� �ro sruo, EN 0 NAI l. ________.�.__�..�_�,__�.__2 T 1�C( OTNERW{SE. lAB ANO 541LS EMGIN�ER. BAGKFif.i. BE�ifNE} ALL REtAtNiNG WAt.LS 11�H FREE URAININ� GRANUtAR Ftl.l AND rr� <br /> 0. Pk.YWODU NAIUNG: (USE UNl,ESS GREATER NAtE�AIG IS 4ETAI�p� OR SPECfft�D} PR�VIDE Fflit SUB5URFACE DRAlNAGE AS NOTEO IN THE SQIlS &�P4R�'. � . <br /> 5. STUD TO SOLE PLAT�____�_...,_....__...____.�__.......��, -- 8d 70ENAIL UR auownat� sot� PREssu� . . . . . . . . . . . . . . . .15AQ P5f. <br /> Sd � 8�o.e. AT SHEEi' �U6fS <br /> � - 1�d �NQ �fAIL $d � 12"o.c, AT iM"ERI�QIA7E 9EARING POINTS � <br /> 6. DO l.l BL� STU C1S, F'AC E NA!L _--____�...._�.._._.�____�.16d � 24�y C7.C: 13. CONCRETE SMALL ATfAtN A 28 DAY STREl�tG1'H 4F f'c = �,qW PSi ANQ tA1X SWAII CON'fA1N NOT LES5 THAN S 2 j2 <br /> P. AkL GIRQ�R TRUSSES� ��AMS AN� HEADERS 14 NAVE fULL BEARiNG Y/lDTH AT SUPPQRT AND A A8INIMUM OF SACKS OF CE1dENT ��R CUBIC Y1�D ANQ NC t�� THAN $ GAU.4N5 OF WATER PER SACK Of CEME{�t. <br /> 7. aOUBL� TC1P PLATE, FACE NAlL--�----___.._�..�___..�.___16d (� 16" C�.C. 2 - 2X CRIPl.E STUDS IJ.N.A. CqNCRETE DES16N 1S BAS�R OPl A CONCRETE SThEN(�fH OF f'� = 2500 psi <br /> ALl CONCRE'tE £XPQSEQ t0 WEATMER SNALL 8E AfR-ENTRAlNED Wf1N AN A1R-fN1RAlW#NG AG�t�IT CONfORMffiIG 7a , <br /> r $. TUP F�LA��, LA�'S AND lNT�RS�CTIQN5, �AC� (�EAIL-------- 2 -- 1 6d Q. ALL POSTS TO CONIINUE 04WN TA F4UNDAiION U.N.O. i.B.C. THE AMOUNT SHALL 8E 4% +/-- 14i BY VOLl3ME. <br /> CONCRE'fE D�St�N !S HAS�D ON A CONCRETE S'fRENGTH QF f'c = 2�00 pst. <br /> 9. CQ����U��.1� y�.A��f�> �'�� ������-.-...._...._..___...............,._.....1 ��j � 1�j" �.�. R. ALt. W;41.t.5 SHAI1 9� Zx4 STUQS � 16"o,a. AT iNTERiOR 1VAl.LS OR UNHEA'(�D AREAS, <br /> '' AMD 2X6 4 46" O.0 . AT EXTE�I4R WRlLS lJ.Nb. 14. REINFQRCIN� ST£EL SHA41 NE 6RADE 6Q, fy = b0,000 PSI. <br /> A�.QNG EACH �DG� <br /> 1 C?. CEk1�iNG J015TS 1"0 PLATE, 70ENAiL-�--_-------------_-•------�--� - Sd 15. REINFORClNG SfEE1. Sf#ALL 9E 1�'t'A1tED (tNGLUDING HOflIfS At�10 BENDS} IN ACC�&OANCE WIfiW TM� tATEST ACI <br /> STANDARi15. tAP AL�. C4NTINUOUS R�INFORCElIENT 30 8AR DIAq1E�E�5 {2'-p" MlN4�IUhf). PROWOE CORNER BARS AT <br /> 1 1. f2AFTER Ul� TRU SS �Q PlA7�E, �{}E�tAf k�.---...___,....___.,..___._,_._� ..., g� ALL WALL IN'tER5EC710NS. u� cn�r�ea aA�s �n aa� a�a��reas.(z°-0" hitNIMUM�. EAP ADJAC�NT MATS OF` <br /> . , ' WELttEt} WIRE fAeRIC QNE FULL MESH (6�lN161UM 4f 8") AT 510ES AND ENAS. <br /> NO BARS PAR?EAkLY EAIBEDDED IN FIA'�QEPIED CQNCR6TE 5NAt.l. 8E FIELO �C UNL£SS SPECI�{CALI.Y 50 nE7AlL�D ���D�g� <br /> 1�. BllfRT - UP CORl�ER S7'UDS-__�,._�_.�..__________1fid @ �4" O.G. OR APpA"t)VEO 8Y 1'HE STRUCTUttAt ENGINE�R. <br /> 13. B tt i L�' -- U P G i(�D ER AN D B�AMS-�--�------��--°�-�--�----1�d @ 12'� 4.C. 1&. CQNCttETE �'ROTEGTION (CQYER) FOR R£IIVF'ORCING STEEL SFtAl.1. SE AS FOE.�S3�fS: <br /> 9 4. �OLiD BLOGKlNG TO SUPPOC�TS, T�ENAlk.____�____� 16d C�? 12" O.C. fOt11'lNG5 AND dTHER t1NFQRNED SU�FACES, �r� �ac� . . . . . . . . . . . . . . . . . : . . . . . . . . . . s� <br /> fQRMEQ SURFACES ExP4SED ?f3 EA1tTH �t.e. Wa1.tS.8E1.OW GROUND) QR WEATHER #6 BAttS QR lAR�ER) . . . 2� <br /> . ��5 �ARS QR SMAR.i.�R) . . t-1 f 2" <br /> 15. f'OST ANq BEAM OR GIRD�R CONSTRUCTiON-�----_---i�R(JViDE POSIi'IVE t7. CA3r-�N�PLACE C4FtCRETE: SEE Ri?CH(TECtURAL ORAWit� FOR EXACF 1.4CA1tON5 ,41�b OI�lEE14Si0NS Of A44R AND . <br /> WiND01N OPEt�INGS iN AtJ. CQNCR£YE WAU.S. S�E AfECIiANiCA4 DRAW{NGS F4R SttE AMD lOCAi'tON {!�' . <br /> � CUNNEGTSUN AGAI1�lST MlSCELLANEOUS MECHAMIGA� qPENING3 THROiJf,'Fi GOAiiCREjf �HALLS. SEE A�CHIi'�CTURAt DRA�tiNGS FdR Atl. <br /> l}PLIF�3' AND tAT�RAL r�oovEs� 1�'OTC#ESi CHAl1FERS, ��A7UR� SiRIPS� CQI.�i, 1'EX't'iIRE, ANd 07HER FlNISH OETAtLS A1 ALL EXPOSEO <br /> QlSFLACEM�NT caNCRere su�Fac�s, 8Q'fFt CAST-(N-PtACE ANQ PRECAST. <br /> " 18. NON--SHR{NK G�OUT SNAE.1. BE FtlRNISHEU 8Y AN APPROV�p A{ANUFACTUt�R ANO SHALL BE NIXED AND PLACfD IN <br /> SIRfCT ACCORDAt�(CE WITH+7HE MAHUFAC�UR��'S Pi1�USNEO RECQMl�tEHQkFIQN5. N A Y 5 2 7 <br /> JG1B: �[t1 E.3qt _ <br /> �`°YPIC�I. ��ILI�f l. �,RA...�Y� <br /> 1 <br /> _ -____�--�- <br /> 19. BOITS SHAi.L GqNFQRN TQ AST6� A3R7. f7tPANSIQN BOI.TS SNALL BE "PA�ABOL1'° OR APPftOVEp E4E1AL INSTAtL�U <br /> IN STRICT ACCORQANCf WITN '{HE MANUFAGTURER'S P119L4SHED R£COMMENDA7tONS. <br /> {� � cr p �4 <br />