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<br /> l7he following apply unless shown otherwise on the plans)
<br /> I8. GONGREtE SNALL BE MIXEp, PROPORtIONEp,GONvEYEp ANp PLAGED IN AGGORDANGE IUITN I�G SEGtION 19m5 ANp AGI 3m1. StRENCxTNS At 28 DAYS ANp
<br /> ���R�,� MIX GRItERIA SNALL SE A5 FOLLOlUS: 32. FR,4MINCx LUMBER SNALL BE KILN DRIED, ANp CxRADED ANp MARKEp IN GONFORMANGE IUItN IU.G.1..B.STANpARD CxRADINCx RULES FOR�UESt GOASt LUMBER N0.
<br /> 16,LAtEST EpItION. FURNISN t0 tNE FOLLOIUINCs MINIMUM STANpARpS,UNLE55 OtNERlU15E NOTEp ON tNE PLANS:
<br /> �. ALL NEIU MAtERIALS,1U0�1'1ANSNIP,DE51CxN,ANp GONStRUGtION SNALL GONFORI'1 t0 tNE DRAIUINCxS,SPEGIFIGAtIONS, ANp tNE INtERNATIONAL BUILDINCx GOpE n"PE OF GONStRUGTION 28 pAY StRENCxTNS MAXIMUM MINIMUM GEMENt GONTENT
<br /> (2m15 EDITION�. ANp EXP05URE GLA55E5
<br /> PER AGI tABLE 42.1(f'c) SLUMP PER GUBIG YARD J015T5: (2 X MEMBERSJ NEM FIR�Z
<br /> tNIS STRUGtURE DOES NOt GONFORT1 TO PRESENt EARtNQUAKE GOpE REQUIREMENtB. IT NAS �EEN EVALUAtED IN AGGORpaNGE IUITN ASGE 41-13,tNE 2m1� FOOtINCxS MINIMUM BA51G DE51CxN StRESS,Fb = 8m� P51
<br /> INTERNAtIdNAL EXISTINCx BUILpINCx GOpE IIE�G)FOR LIFE SA�EtY ANp IS IUITNIN tNE GURR�Nt PRAGtIGE FOR tNE RENOV,4tI0N OF EX15tINCx BUILpINCxS OF tNlS
<br /> ACxE ANp tYPE OF GONStRUGTION. 5�A�5 �N �R�p� 2,5mm P51 (F�D,S0, P0, GU 6" 5 5AGK5 (3 X ANp 4 X MEMBERS) DOUCx FIR�Z
<br /> MINIMUM BA51G DE51CxN StRE55,Fb = 9(�m P51
<br /> 2. pESIGN LOApINCs GRItERIA tOPPINCs 5LAB5 �EAMS ANp StRINCxERS:
<br /> 5LAB5 ON MEtAL pEGK (INGLUpINCx 6 X Im ANp LARCsER MEMBERS) DOl.1C:FIR�I
<br /> ROOF LIvE LOAp lSNOIU, IRREDUU�LE,NOt INGLUpINCx DRI�t) 25 PSF STAIR LANpINCxS ANp TREApS 3,mmm P51 lFl, S0,P0,G2) 5" 5 I/2 5AGK5 MINIMUM BASIG DE51CxN StRESS,Fb = 12mm P�I �,�,�,� �����
<br /> _
<br /> FLOOR LIvE LOAD IRESIDENtIAL) 4m PSF �t'����.�'��.R��I����I�#����e
<br /> FLOOR LIvE LOAp 1RE51pENtIAL BALGONIESJ 4m PSF P05T5 ANp tIMBERS: l6 X 6 ANp LARCsERJ NEM FIR �Z
<br /> FLOOR LIvE LOAp IOFFIGES,REDUUBLEJ 5m PSF UNIFOR1�1,2mmm LB GONGENtRAtED MIXES SNALL BE PROPORTIONEp 50 A5 t�Ot 70 EXGEED TNE MAXIMUM SLUMPS INpIGATEp. MINIMUM BA51G DE51CxN 5tRE55,Fb = 8m� P51
<br /> FLOOR LIvE LOAp (StOR,4CxE,NON REDUUBLE) 125 P5F
<br /> `?35���€���h A���t���'tes� �-�t�=it�?t��
<br /> StAIR ANp GORRIpOR LIvE LOAp,NON REpUGIBLE Imm PSF UNIFORM,3mm LB GONGENtRAtED tNE MINIMUM AMOUNTS OF GEMENt ANp MAXIMUM AMOUNTS OF WAtER MAY BE GNANCxED IF A GONGREtE PE�ORMANGE MIX IS SUSMITtED t0 tNE StRUGTURAL 5tUp5, PLAtES 4 M15GELLANEOUS LICxNt FRAMINCx: NEM FIR StANpARD CxRADE �°`��'��������``'���`��` �����
<br /> ENCxINEER ANp TNE BUILpINCx DEPARTMENt FOR APPROvAL tlUO WEEKS PRIOR 70 PLAGINCz ANY GONGREtE. tNE PERFORT1ANGE MIX SNALL INGLUpE tNE MINIMUM BA51G DE51CxN 5tRE55,Fb = 5l5 P51
<br /> DE51CxN LOApINCx GRItERIA - LAtERAL LOApS AMOUNtS OF GEMENt,FINE ANp GOARSE ACzCsRECxAtE,IUATER ANp ApMIXtURES A5 WELL AS tNE IUAtER GEMENt RAt10, SLUMP, GONGREtE YIELD ANp g���" �'�`��`k����
<br /> 5UB5tANtIAtINCx StRENCxtN pAtA IN AGGORDANGE IUItN AGI 318 SEGtION 53. REVIEIU OF MIX SUBMIttALS BY TNE ENCxINEER OF REGORD INpIGAtES ONLY tNAt ����'�����'�����
<br /> IUINp YULt = Ilm MPN (3-SEGOND CxUSTJ,YASD = 8� MPN 13-SEGONp CxUSt) BOLtED FRAMINC,: 5tUp5,LEDCxERS,ANp PLAtES pOUCx FIR�Z
<br /> ENGL05ED �UILpINCs,EXPOSURE "B",Kzt=I.� INFORT1ATION PRESENTEp CONFORI`iS CxENERALLY IUItN GONtRAGT pOGUMENTS. GONtRAGTOR OR SUPPLIER MAINTAINS FULL RE5PON51BILITY FOR SPEGIFIEp MINIMUM BA51G DE51CxN 5TRE55,Fb = 9mm P51
<br /> PERFORMANGE.
<br /> 33. ENC�INEEREp LUMBER SNALL BE pE51CxNEp ANp MANUFAGtUREp t0 tNE StANpARpS 5Et FORl'N IN A5?M D5456, IGG E5 REPORt E5R-1381, ANp tNE GANApIAN
<br /> EARtNQUAKE RISK GAtECxORY 2, le =I.(D ALL GONGREtE IUITN SU�AGES EXP05ED t0 STANpINCx IUATER SNALL BE AIR-ENtRAINEp IUITN AN AIR-ENtRAININCx ACsENT GONFORr11NCx t0 ASTM G26m-m6, GONStRUGtION MAtERIALS GENtRE IGGMG) REPORTS N0. 11161-R l P5L ONLY)ANp 12621-R(L5L ONLY). EAGN PIEGE SNALL BEAR Q �TAMP OR StAMPS NOTING
<br /> SItE GLASS = p G494M-m5a,G618-m5,G983-m6,ANp GImIIM-ml. TOTAL AIR GONtENt SNALL BE IN AGGORDANGE IUItN AGI 318 7A�LE 4.4.L tNE NAME ANp PLANt NUM�ER OF tNE MANUFAGtURER,tNE CxRADE, tNE NAtIONAL RESEARGN BOARp NUMBER,ANp TNE QUALITY GONtROL AGENGY. ALL TRA I LS I D E
<br /> BSE 1-E (2��a IN 501'R) Ss =m.441 ,SI = m.165, MEMBERS ARE t0 SE FREE OF MEGNANIGAL GONNEGTIONS IN FULL-LENCsTN MEMBERS. ApNE51VE5 SNALL BE O� tNE IUAtERPR00F Tl'PE GONFORMIi�x t0 tNE
<br /> 19. REINFORGINCx StEEL SNALL GONFORI�1 TO ASTM A615 (INGLUpINCx SUPPLEMENT SI),CxRADE 6m, fy = 6mp�0�0 P51. EXGEPtION: ANY BARS SPEGIFIGALLY NOtED �G2UIREMENTS OF ASTM D-2559. �I LLAG E
<br /> dN tNE pR,4lUINCxS A5 "CxRADE 4m", fy = 4m,mmm PSI. CxRADE 6m REINFORGINCx SARS INpIGAtED ON pR,4lUINCxS rt0 �E IUELDED SNALL GONFORT1 rt0 AS7M
<br /> pE51CxN LOApINCs GRItERIA - pEAp LOApS Alm6. REINFORGINCx GOMPLYINCz IUItN A9TM A615(5U MAY BE IiJELpEp ONLY IF MATERIAL PROPERtY REPORtS INpIGATINCx GONFORI�1ANGE IUItN WELpINCx PAR,qLLEL gTR,4Np LUMBER(PSU: Fb : 29mm P51,E=2.mx Im6 P51,�v =29m P51.
<br /> PROGEDUR�S SPEGIFIED IN AlU.S. D1.4 ARE SUBMITTEp. LAMINATEp StRANp LUMBER 1L5�): Fb = 225m P51, E=1.5x Im6 P51,�� =4mm PS�. A PA RTM E N TS
<br /> ROOF pEAp LOAp 15 P5F LAMINAtED vENEER LUMBER(LvU: Fb = 28mm PSI,E=2.mx lm6 P51,Fv =285 PSI
<br /> FLOOR DEAp LOAp 1RE51DENtIAL UPPER FLOORSJ 34 PSF u1ELDED u1�RE FABRIG SNALL GONFORr1 to AStM A-185. 1300 100TH PLACE S.E.
<br /> 1U00p FR,4MED IUALL pEAp LOAp (INtERIOR/EXtERIOR) s / 12 P5F EVERETT WA 98208
<br /> GONGRETE IUALL pEAp LOAp l8" IUALLS) I(�m PSF 2�. REINFORGINCx StEEL SNALL BE pEtAILEp (INGLUpINCx NOOKS ANp �ENpS1 IN AGGORpANGE IUItN AGI SP-66 lm4J pEtAILINCx MANUAL ANp tNE LAtESt EDItION p�glCsN SNOII�I ON PLANS IS BASED ON LUMBER MANUFAGtUR�p BY tNE tRUS-JOISt GORPOR,4tI0N. ALtERNAtE MANU�AGtURERS MAY BE USED SU�JEGt t0 '
<br /> OF AGI 318. LAP ALL GONtINU0U5 REINFORCEMENt 3m BAR DIAMEtERS OR 2'-m" MINIMUM. PROVIpE GORNER BARS AT ALL IUALL ANp FOOtINCs INtERSEGtI0N8. �vIEIU ANp APPROvAL BY tNE ARGNItEGt ANp StRUGTURAL ENCxINEER, ALTERNAtE J015t NANCxERS ANp OtNER NARDIUARE MAY BE 5UB5TITUTEp FOR ITEMS
<br /> 5EE PLANS FOR AppItIONAL LOApINC� GRItERIA LAP GORNER BARS 3m BAR DIAMETERS OR 2'-m" MINIMUM. LAP ApJAGENT MAtS OF luELpEp IUIRE �ABRIG A MINIMUM OF 8" AT SIpES ANp ENpS. SNOWJ PROvIDED tNEI' NAvE IGG APPROvAL FOR EG2UAL OR CxREATER LOAp GAPAGITIES. ALL PARALLAM BEAM NANCxERS AND OtNER NARDIUARE SNALL
<br /> �E GOMf�AtIBL� IN 51X� IUItN B�AM PROvlp�p,US� "CxLtv" S�RI�S NANCx�RS A5 R�QUIR�D 70�It B�AM U.O.N.
<br /> 3. STRUGTUR,4L DRAIUINCxS SNALL BE USEp IN GONJUNGTION IUItN ARGNItEGtUR,4L ANp ALL OTNER DISGIPLINES' DRAIUINCsS FOR BIDDINCx ANp GONStRUGTION. NO BARS PARtIALLY EMBEDDED IN NARDENEp GONGREtE SNALL BE FIELp BENt UNLE55 SPEGIFIGALLY 50 pEtAILEp OR APPROvEp BY tNE STRUGtURAL
<br /> GONtRAGtOR SNALL VERIFY pIMEN510N5 ANp GONpItIONS FOR GOMPAtIBILItI' ANp SNALL NOtIFY ARGNItEGt OF ANY p15CREPANGIES PRIOR t0 ENC�INEER 34. PLYlU00p SNEAtNINCs SNALL BE CxRApE G-D,EXTERIOR CxLUE OR STRUGTURAL II,EXtERIOR CzLUE IN GONFORI'1ANGE IUItN pOG P51. 5EE PLANS FOR TNIGKNE55,
<br /> GONStRUGtION. 21. GONGREtE PROtEGtION (GOVER)FOR REINFORGINCx StEEL SNALL SE A5 FOLLOIUS: PANEL IDENtIFIGAtION INpEX ANp NAILINCs REQUIREMENtS.
<br /> p15GREPANGIES: tNE GONtRAGtOR SNALL INFORM tNE ENCxINEER IN IURItINCx,DURINCx tNE �IDDINCx PERIOp, OF ANY pISGREPANGIES OR OMISSIONS NOtED ON 35. ALL 1U00p MEMBERS EXP05ED TO IUEAtNER OR IN pIREGT GONtAGt IUITN 501L SNALL BE PRE55URE-tREAtED IUItN ALKALINE GOPPER G2UAtE�JARI' IAGQ).
<br /> TNE DRAIUINCxS OR IN TNE SPEGIFIGAtIONS OR OF ANY YARIATIONS NEEpEp IN ORDER t0 GONFORM 70 GOpES,RULES ANp RECxULATI0N5. UPON REGEIPt OF FOOtINCxS ANp OtNER UNFORT1Ep SU�AGES,EARtN FAGE 3" ALL 1U00p MEMBERS IINGLUpINCx PLAtES) IN pIREGt GONtAGt IUItN GONGREtE OR MA50NRl' SNALL BE PRE55UR�-tR�AtED IUItN 50pUIM BOR,4tE ISBX).
<br /> SUGN INFORMAtION,tNE ENCxINEER IUILL SENp IURITTEN INStRUGtI0N5 t0 ALL GONGERNED. ANY SUGN p15GREPANGY, OMI5510N, OR vARIAtION NOt REPOR7ED FORT1Ep SURFAGES EXP05ED TO EARtN 11.e. IUALLS �ELOIU CxROUNp)OR IUEAtNER l�6 BARS OR LARCsER) 2"
<br /> SNALL �E tNE RE5PQN51�ILIt1' OF tNE GONtRAGtOR,ANp lUORK�NALL BE PERFOR1�1Ep IN A MANNER AS pIREGtED BY tNE ENCxINEER l"5 BARS OR SMALLER) 1 ��" QLL METAL GONNEGTORS IN GONtAGt IUITN "AGQ" PRESSURE-TREAtED LUMBER SNALL BE T7PE 3m4 OR 316 STAINLE55 StEEL. TN15 INGLUpES �UA5NER5,
<br /> SLASS AND IUALLS (INtERIOR FAGEJ 3/4" SGRElUS,NAILS,N,4NCxERS, ANp ,4NY OTNER M15GELLaNEOUS Lt.CxACxE MEtAL GONNEGtORS. IUNERE AGQ LUM�ER IS USED IN INtERIOR GONIpItI0N5,Cx185
<br /> 4. GONtRAGtOR SNALL vERIFY ALL EXIStINCs DIMEN510N5,MEMBER 51ZE5,ANp GONpItI0N5 PRIOR t0 GOMMENGINCx ANY 1U012K. ALL pIMEN510N5 OF EXISTINCx ("NOT-pIP" CxALvANIZED 70 1.85 OUNGES PER SGiI.IARE FOOt)MEtAL GONNEGtORS MAY BE USED IN LIEU OF StAINLE55 STEEL. METAL GONNEGTORS I/2" TNIGK
<br /> GONStRUGtION SNOI�N ON TNE DRAIUINCxS ARE INtENpEp A5 CxUIpELINES ONLY ANp MUST BE FIELp v�RIFIEp �Y tNE GONtR,4GtOR OR tNE GONtR,4GtOR'S 22• GONGRETE IUALL REINFORGINCx- PROvIDE TNE FOLLOIUINCx UNLE55 DETAILEp 07NERlU15E: OR CxREAtER NEEp NOt BE CxALvANIZEp FOR INTERIOR USE. MEtAL GONNEGTORS 1/2" TNIGK PLUS ARE t0 BE CxALVANIZED �OR EXtERIOR USE, UNLE55
<br /> SUBGONTR,4GtOR SPEGIFIED OtNERlU15E BY tNE ARGNItEGt. preSe�at��n
<br /> 6" IUALLS �4 � Il NORIZ. "4 � IS VERTIGAL I GURTAIN
<br /> 5. GONtRAGtOR SNALL PROvIDE tEMPOR,4Rl' SRAGINCx FOR tNE StRUGtURE ANp StRUGtUR,4L GOMPONENtS UNtIL ALL FINAL GOl�NEGtIONS NAvE BEEN 36. tIMBER GONNEGtORS GALLEp OUt BY LETTERS ANp NUMBERS SNALL BE "StRONCx-tIE" BY 51MP50N GOMPANY,A5 SPEGIFIEp IN tNEIR GAtALOCs NO.G-2m15. ,,.}
<br /> GOMPLETEp IN AGGORDANGE IUItN tNE PLANS. 23• GASt-IN-PLAGE GONGREtE: �EE ARGNItEGtUR,4L DR,4lUINCxS FOR EXAGt LOGAtI0N5 ANp pIMEN510N5 OF p00R ANp IUINpOIU OPENINCxS IN ALL GONGRETE EGiI,IIvALENt DEvIGES Sl' OtNER MANUFAGtURERS MAY�E SUSStItUtED, PROvIDED tNEY NAvE IGBO APPRO�IAL FOR EQUAL OR CxREAtER LOAp GAPAGItIES. p a I l n e rS
<br /> IUALLS. 5EE MEGNANIGAL DRAIUINCxS FOR 51ZE ANp LOGATION OF M15GELLANE011S MEGNANIGAL OPENINCxS tNROUCxN GONGREtE IUALLS. 5EE ARCNItEGtURAL Pi�OVIpE NUMBER ANp 51ZE OF FAStENERS A5 SP�GIFIED �l'MANUFAGTURER GONNEGTORS SNALL BE INSTALLEp IN AGGORDANGE IUITN tNE MANUFAGtURER'S
<br /> EREGtION PLANS ANp pEtAILS OF SNORINCx 5Y5tEM5 SNALL SE PROVIpEp SY tNE GONtRAGtOR DE51CxN GALGULAtI0N5 ANp DRAIUINCxS ARE TO �E DRAIUINCxS FOR ALL CxR00VE5,NOtGNES,GNAMFERS,FEAtURE STRIPS, GOLOR, TEXTURE, AND OTNER FIN15N pEtAILS A7 ALL EXP05ED GONGRETE SU�AGES, �GOMMENpATI0N5. IUNERE GONNEGTOR StR,4PS GONNEGT tlUO MEMBERS,PLAGE ONE-NALF OF tNE NAILS OR BOLTS IN EAGN MEMBER ALL BOLtS IN 1U00p develo me nt
<br /> StAM'PED BY A LIGENSED STRUGTUR,4L ENCsINEER IN TNE StATE OF lUASNINCxtON. tlUO 5Et5 OF GALGULAtI0N5 ANp DRAIUINCxS ARE 70 BE SUBMIttED TO tNE BOTN GASt-IN-PLAGE ANp PR�GASt. MEMBERS SNA�L GONFORT1 t0 AStM A3ml. PROVIpE lUA5NER5 UNpER tNE NEApS ANp NUtS OF ALL �OLtS ANp LACx SGRElUS BEARINCx ON 1U00p. UNLE55 �
<br /> STRUGtUR,4L ENCsINEER FOR REvIEIU. TNIS GUR50Rl' REvIEIU IUILL GNEGK IUNETNER TNE GONTRAGTOR'S ENCxINEER NA5 GOMPLETEp TNE LOAp PA7N NOtED OtNERlU15E,ALL NAILS SNALL BE GOMMON. ALL 5NIM5 SNALL BE 5EA50NEp ANp DRIEp ANp 7NE SAME CxRApE IMINIMUM) A5 MEMBERS GONNEGTEp.
<br /> tRANSFERINCx ALL tNE SUILDINCx'S DEAp LOApS ANp GONStRUGtION LIvE LOApS D011��l t0 NAtIvE 501L5. tNE SNORINCx SNALL NOt BE SUPPORtINCx ON TNE 24• EM�EDDED ItEMS IN GAST-IN-'PLAGE GONCRETE: EMBEDDED ItEMS IN GASt-IN-PLAGE GONGRETE SNALL NOT BE °UJEt-5ET" UNLE55 SPEGIFIGALLY APPROvEp 21515 hawthorne blvd., suite 125
<br /> EX15tINCs STRUGtURE. BY ENCxMEER OF REGORp. tNESE ItEMS INGLUpE, BUt ARE NOT LIMItED t0, REINFORGINCx StEEL, ANGNOR BOLtS,pEFORT1Ep SAR ANGNORS,EMBED PLAtES, Q�� JOIStS SNALL BE GONNEGtED t0 FLUSN BEAMS IUItN "U" SERIES J015t NANCxER�. ALL pOUBLE J015t BEAMS SNALL �E GONNEGtED t0 FLUSN BEAMS IUItN
<br /> OR OtNER MISG. STEEL SNAPES TO �E GASt INtO GONGEtE. "NU" SERIES J015t NArKxERS. ALL tRIPLE-J015t BEAMS SHALL BE GONNEGtED t0 FLUSN BEAMS IUItN "NU" SERIES J015T NANCxERS. torrance, ca 90503
<br /> GNANCxES IN FIELD GONpItI0N5 DURINCx GONStRUGtION IUILL REQUIRE RE-E�IALUATION BY tNE GONtR,4GtOR'S SNORINCx ENCxINEER 25. �ppXY_CxROUtED ItEMS SPEGIFIEp ON tNE pRAIUINCxS SNALL BE CxROUtED IUItN Nlt I���m���,4�N�SIV��A�11�oR��STE����S�iANu��Ct�RE���NILtI, ING.OR 3l. 1U00p FRAMINCx NOtES-- tNE FOLLOIUINCx APPLY UNLESS OtNERlU15E SNOWN ON tNE PLANS:
<br /> 6. GONTRAGtOR SNALL 8E RE5PON51BLE FOR ALL SAFETY PREGAUTIONS ANp tNE MEtNOpS,tEGNNIt�UES,SEQUENGES OR PROGEDURES REQUIRED TO PERFORM 5Et-XP NICxN StRENCxtN ApNE51VE ANGNOR 51"STEM A5 MANFAGtURED BY 51MP50N STRONCx-TIE OR AN ENCxINEER APPROVEp ALtE�JAtE tNAt NA5 I.G.0 tEST 1,�
<br /> tNE lUORK DATA FOR TNEIR SPEGIFIG PROpUGT ANp APPLIGAtION. INSTALL IN StRIGT AGGORpANGE IUItN I.G.G REPORtS FOR SPEGIFIG EPDXY UNLE55 NOTEp OTNERlU15E q, q�� �pOp FR,4MINCx DEtAILS NOt SNOWN OtNERlU15E SNALL BE GONStRUGtED TO tNE MINIMUM STANpARpS OF TNE INTERNATIONAL BUILDINCx GOpE. ,��F wns(�
<br /> ON TNE StRUGtUR,4L pR,4lUINCsS. NOLE 51ZE SNALL �E U$ LARCsER tNAN �AR, ROp OR �OLt 51ZE. NOtE: NO IUELpINCz IS 70 TAKE PLAGE IUIT IN 24 OF MINIMUM NAILINCx,UNLE55 OtNERlU15E NOtED,SNALL GONFO�'I t0 tABLE 23�4.9.1 OF tNE INtERNAtIONAL BUILDINCx GOpE. UNLE55 NOtED OtNERlU15E, ALL � �'c��
<br /> �- GONtRAGTOR-INItIAtED GNANCsES SNALL BE SUBMITtED IN IURItINCx TO TNE ARCNITEGt ANp StRUGtUR,4L ENCsINEER FOR APPROVAL PRIOR t0 FABRIGATION OR NARDENEp EPDX1'. NAILS SNALL BE GOMMON. GOORDINATE TNE 51ZE ANp LOGAtION OF ALL OPENINCxS IUITN MEGNANIGAL ANp ARGNITEGTURAL pRAIUINCxS. PROVIDE .
<br /> GONStRUGtION. GNANCxES SNOII��I ONLY ON SNOP DRAIUINCxS IUILL NOt 5At15FY TN15 REG2l.IIREMENt. lUA5NER5 UNpER TNE NEApS ANp NUtS OF ALL BOLtS ANp LAG SGRElUS �EARINCx ON 1U00p. �, �
<br /> 26• EXPANSION BOLtS INtO GONGREtE SNALL BE KIUIK BOLt tZ W�DCxE ANGNORS ANp tNR�ApEp EXPAN510N IN5ERt5 INtO GONGREtE OR GONGREtE MA50NRY � z
<br /> 8. pRAIUINCxS INpIGATE CxENER,4L ANp tYPIGAL pEtAILS OF GONStRUGTION. IUNERE GONpITI0N5 ARE NOT SPEGIFIGALLI' INpIGATEp BUt ARE OF 51MILAR UNIt SNALL BE KIUIK BOLT 3 MA50NRY ANGNORS A5 MANUFAGtURED �Y NILTI, ING OR APPROVEp EQUAL INSTALLEp IN STRIGT AGGORpANGE IUITN tNE g, WQLL FRQMINCx: ALL StUp IUALLS SNOII�I ANp NOt OtNERlU15E NOtED SNALL BE 2 x 4 StUpS � 16" O.G.A7 INTERIOR WALLS ANp 2 x 6 � 16" O.C.AT ���',�,��`�aL �� .��'
<br /> GNARAGtER t0 pEtAILS SNOII�I,51MILAR DEtAILS OF GONStRUGtION SNALL BE USED, SUBJEGt TO REvIEIU ANp APPROvAL BY tNE ARCNItEGt AND tNE MANUFAGtURER'S PUBL15NEp REGOMMENpATI0N5, INGLUpINC� MINIMUM EMBEDMENT REQUIREMENTS. IN5ERT5 IN70 GONGRETE MA50NRl'UNITS SNALL BE INtO EXtERIOR IUALLS. TWO 5tUp5 MINIMUM SNALL BE PROvIDED A7 tNE ENp OF ALL IUALLS aND At EAGN 51pE OF ALL OPENINCxS. tlUO 2 x 8 NEApERS `�sIO� �
<br /> StRUGtURAL ENCxINEER. FULLI'CxROUtED GELLS. SPEGIAL INSPEGtION IS REQUIRED FOR ALL EXPAN510N BOLT ANp INSERt INStALLAtIOi�. ANGNORS SNALL �IAvE A GURRENt IGG SNALL �E PROVIpEp OvER ALL OPENINCxS NOt OtNERlU15E NOtED. 50LID BLOGKINCx FOR 1U00p GOLUMNS SNALL BE PROVIpEp tNROUCxN FLOORS t0
<br /> REPOR7. SUPPOR7�BELOIU. PROvIDE GONtINU0U5 50LID BLOGKINCx At Mlp-NEICxNt OF ALL STUp IUALLS OvER S' IN NEICxNt.
<br /> g. ALL StRUGTURAL 5Y5tEM5 IUNIGN ARE t0 BE GOMP05ED OF FIELD EREGtED GOMPONENtS SNALL BE SUPERv15ED �l'tNE SUPPLIER DURINCx MANUFAGtURINCx,
<br /> pELIvERI',NANpLINCx,StORAC,E ANp EREGtION IN AGGORDANGE IUItN INStRUGtI0N5 PREPARED BY tNE SUPPLIER ALL StUp IUALLS AttAGNEp TO GONGREtE FOUNpAt(ON IUALLS SNALL NAvE TNEIR LOIUER 1U00p PLAtES BOLtED IUItN 5/8" DIAMETER ANGNOR BOLtS � REVISIONS/NOTES
<br /> S 6'-m" O.G,IUITN 3" x 3" x I/4" SQUARE lUA5NER5 OR 3" pIAMEtER ROUNp lUA5NER5 UNLE55 OtNERlU15E NOtED. LAYOUT OF IUALL PLAtES, 5tUp5, ANp
<br /> ANGNORS SNALL GONFORI'1 t0 TNE REQUIREMENtS OF SEGtION 23m8fo OF TNE 2m12 I�G. ALL 51LL PLATE PIEGES SNALL NAVE A MINIMUM OF tlUO ANGNOR NO DATE DESCRIPTION_
<br /> �OLtS EMBEDED INtO GONGREtE, IUItN tNE FIRSt ANGNOR BOLt LO�AtED NOt MORE tNAN 12" FROM tNE ENp OF tNE PLAtE, ANp NO GL05ER tNAN 4"
<br /> ���C� 21• St�UGtUR,4L StEEL DE51CxN,FABRIGAtION, ANp EREGTION SNALL BE BASED ON tNE A.1.5.G. "SPEGIFIGATION FOR tNE pE51CxN,FABRIGAtION ANp EREGtION OF TO TNE ENp.ALL StUp IUALLS SNALL NAVE TNEIR LOWER 1U00p PLAtES ATTAGNEp t01U00p FRAMINCx BELOIU IUItN 16d NAILS At 12" O.G.StACzCsERED. —
<br /> STRUGTURAL STEEL FOR BUILpINCxS," LATESt EDItION, PLUS ALL REFERENGED GOpES. UNLE55 INpIGATEp OTNERu115E. INpIvIpUAL MEMBERS OF BIJILt-UP P05t5 SNALL �E NAILEp t0 EAGN OtNER u11tN 16d � 12" O.G. StAC�sERED. REFER TO 1 7.15.16 HUD Application
<br /> tNE PLANS ANp SNEAR IUALL SGNEpULE FOR REQUIRED SNEAtNINCz ANp NAILINCx. IUNEN NOt OtNERlU15E NOTEp, PROVIpE CxYPSUM IUALLBOARD ON —
<br /> 15. FOUNDATION ANp SLAB NOtES: SUB-CxRADE PREPAR,4tI0N INGLUpINCx DRAINAC,E, EXGAvAtION,GOMPAGtION,ANp FILLINCs REQUIREMENTS, SNALL GONF0�1 2$• StRUGtUR,4L STEEL SNALL GONF0�1 t0 tNE FOLLOIUINCs REQUIREMENTS: INTERIOR SU�AGES ANp CxYPSUM SNEAtNINCx ON EXTERIOR SURFAGES NAILED t0 ALL 5TUp5,TOP ANp BOTtOM PLATES ANp BLOGKINCx u11TN NAILS At 2 8.10.16 HUD Application
<br /> StRIGtLY 1U17N REGOMMENpAtI0N5 CxIvEN IN tNE SOILS REPORt OR A5 DIREGtED �l'tNE 501L5 ENCxINEER 1 O,C. U5E 5d GOOLER NAILS FOR I/2 CxIUB ANp 6d GOOLER NAILS FOR 5/8 CxIUB. U5E �I1 CxAIJCsE, I-3/4 LONCz,l/16 NEAp, pIAMONp POINt,
<br /> tYPE OF MEM�ER A57M SPEGIFIGAtION Fy CzALVANIZEp NAILS FOR EXtERIOR SNEAtNINCx. �
<br /> F0071NCx5 SNALL BEAR ON 50�Ip UNp157URBED EAR7N (GON7ROLLED, GOMPAG7ED 57RUG7UR,4L FILL OR B07NJ AT LEA57 IS" BELOIU LOWE57 ApJAGEN7 A. M15GELLANEOUS SNAPES, ANCxLES,PLATES ANp ALL-tNREAp ROpS A36 36 KSI G. FLOOR ANp ROOF FRAMINCx: PROVIpE pOUSLE J015tS UNpER ALL PARALLEL PARtItI0N5 tNAt EXtENp MORE tNAN ONE-NALF OF tNE J015t LENCxtN
<br /> FINISNEp CxRADE. FOOtINCx DEPtNS/ELEvATI0N5 SNOII�I ON PLANS (OR IN pETAILSJ ARE MINIMUM ANp FOR CxUIpANGE ONLY.tNE AG7UAL ELEvAtI0N5 OF g, SNAPES ANp PLAtES NOtED A5 CxRApE 5m ON PLANS A512 5m KSI ANp AROIlNp ALL OPENINCxS IN FLOORS OR ROOFS UNLE55 OTNERlU15E NOTEp. PROVIpE BRIpCxll�x � 8' O.G.ANp 50LIp BLOGKI�Kx AT ALL BEARINCx
<br /> FOOtINCxS MUSt BE EStABL15NEp BY TNE GONTR,4GtOR IN tNE FIELp lUORKINCx IUItN tNE tEStINCx LAB SOILS ENCxINEER BAGKFILL BENINp ALL REtAININCx �UALLS �. PIPE GOLUMNS A53 (tYPE E OR S,CxRADE B) 35 KSI POINtS. GOORDINATE TNE 51ZE ANp LOGAtION OF ALL OPENINCxS IUItN ARGNItEGtUR,4L ANp MEGNANIGAL pRAIUINCxS.
<br /> IUItN FREE DRAININCx CxRANULAR FILL ANp PROVIpE FOR SUBSURFAGE DRAINACxE A5 NOtED IN tNE 501L5 REPORt. D. StRUGtURAL tUBINCx(N55 SQUARE OR REG7ANCxULAR) A5mm �CxRADE B) 46 KSI
<br /> ALLOIUABLE 501L PRE55URE 2mmm P5F lA�5Uh1ED) �• STRUG7UR,4L tUBINCx (N55 ROUNp) A5(D(D (CxRADE BJ 42 KSI TOENAIL J015t5 TO SUPPORTS IUItN tlUO 16d NAILS. AtTAGN tIMBER J015t5 TO FLUSN NEApERS OR �EAMS IUITN 51MP50N METAL J015t NANCsERS IN —
<br /> LAtERAL EARtN Pf�SSURE IREStRAINEp/UNREStRAINEp) 6m PGF/35 PGF 1A55UMED) �. ANGNOR BOLTS IEMBEDDED IN MA50NRY OR GONGRETEJ FI554 (CxRADE 36) 36 K51 AGCORDANGE IUITN NOtES ABOvE. NAIL ALL MULTI-JOISt BEAMS tOCsETNER IUItN 16d � 12" O,C. StACzCsERED.
<br /> PASSIvE EARtN PRE55URE 3mm PGF 1A55UMED) �• NICxN-StRENCxtN BOLtS (3/4 pIAMETER,UNLE55 SNOWJ OtNERlU15EJ A325-X —
<br /> GOEFFIGIENT OF FRIGTION m35 (A55UMEDJ N. GOMMON BOLtS A3m1 (CxR,4DE A) UNLE55 OtNERlU15E NOTEp ON tNE PLANS, PLYlU00p ROOF ANp FLOOR SNEAtNINCx SNALL �E LAIp UP IUItN CxR,41N P�RPENpIGULAR TO SUPPORTS ANp _
<br /> I. NICxN StRENCxtN ALL-tNREAp ROpS A193 ICxRApE BU Im5 K�I NAILED IUItN Sd NAILS � 6" O.G.t0 FRAMED PANEL EDCxES ANp OVER StUp WALLS A5 SNOWN ON PLANS ANp � 12" O.G.llm" O.C.At FLOORS)t0
<br /> INtERt'1EDIAtE SUPPORtS. PROVIpE APPROvEp P�l'1U00p EpCxE GLIPS GENtERED BEtIUEEN JOIStS/tRI�SSES AT UNBLOGKED ROOF SNEAtNINCx EDCxES �
<br /> 29. ARGNItEGTUR,4LLY EXP05ED StRUGtUR,4L StEEL SNALL GONFO�f t0 SEGtION Im OF tNE A15G GOpE OF StANpARp PRAGtIGE FOR StEEL BUILpI�JCxS AND OR PROVIpE 50LIp BLOGKINCx. ALL �LOOR SNEATNINCx EDCxES SNALL NAVE APPROvEp 70NCxUE-ANp-CxR00vE JOINTS At UNBLOGKED EDCxES OR
<br /> 501L5 REPORt REFER�NGE: NONE AvAILABLE BRIDCxES. SNALL BE SUPPOR7ED IUItN 50LIp BLOGKINCx. tOENAIL BLOGKINCx 70 PLATE IUITN 16d � 12" O.G. OR l2) 16d EAGN ENp At SUPPORtS iUNLE55 OtNERlU15E
<br /> NOtED. At BLOGKED FLOOR ANp ROOF pIAPNRAGMS, INStALL FLAt 2X BLOGKINCx At ALL UNFRAMED PANEL EpCxES ANp NAIL IUItN EpCxE NAILINCz TITLE
<br /> 3m. ALL ll1ELpINCx SNALL BE IN GONFORI�1ANGE IUItN A.I.S.G. ANp A,IU,S. StANpARpS ANp SNALL BE PEi2FOR1�1Ep �Y IU.AB.O. GERTIFIED IiJELDERS U51NCx E1�XX SPEGIFIED.
<br /> �t�� ELEGTROpES. ONLY PRE-QUALIFIEp IUELpS lA5 DEFINEp BY A.W,SJ SNALL BE USED. WELDINCx OF CxRApE 6m REINFORGINCx BARS lIF REQUIREp)SNALL BE • GENERAL
<br /> ELE7RODp5u�EE REINFORGNCx NOTE FOR MA�ERIAL REC�UIREMEN7pOF�E DIED BARS NORE:(INO IU�ELpINp)ISN70 7AKE PL�A�E IU�pIN 2I4�OF�ARDENEp p• NAILINCx: MINIMUM NANAIpI51ZE ON DR,4UJINCxS OR DEtAIL�S � �o��oDIAMETER ANp LENCxTN. STRUCTURAL
<br /> 16. pEMOLITION: GONtRAGtOR SNALL VERIFY ALL EX15tINCz GONpItI0N5 �EFORE GOMMENGINCx ANY pEMOLItION. SNORINCx SNALL BE INStALLEp t0 SUPPORt EPDXY NOR IUItNIN 4" OF GOLp BENpS IN REINFORG�NCz STEEL.FABRIGAtION AND IUELDINCx OF STRUGtUR,4L STEEL tAKINCx PLAGE IN tNE FABRIGAtORS SNOP „ „ , NOTES
<br /> SNALL BE SPEGIAL IN5P�G7ED PER CxENER,4L N07E 13 GON7RAG70R SNALL SU�MI7 IN5PEG710N REPOR75 AND GER7IFIGA7E OF GOMPLIANGE 70 7NE U71' SNEATNINCx NAILS Sd �.131 x 2 I/4
<br /> EXIStINCx GONSTRUGtION AS REQUIREp AND IN A MANNER SUItABLE t0 tNE lUORK SEQUENGES. EX15tINCx REINFORGINCx SNALL BE SAVEp IUNERE ANp A5 NOtED �OR REVIEIU. Imd m.148" x 2 I/2"
<br /> ON tNE PLANS. SAIU GUttINCx, IF ANp IUNERE USED,SNALL NOt GUt EXISTINCx REINFORCINCx tNAt IS t0 BE SAVEp. pEMOLItION pEBRlS SNALL NOT BE ALLOWEp
<br /> t0 pAMACxE OR OvERLOAp tNE EXIStINCx StRUGtURE. LIMIT GONStRUGtION LOApINCx IINGLUpINCx DEMOLItION pEBRlS)ON EX15tINCx FLOOR Sl'StEMS t0 4m q�� ��pg gNALL BE v15UALLY tEStED BY A QUALIFIEp INSPEGtOR IN AppItION ALL GOMPLEtE PENEtRAtION WELpS SNALL BE tEStED U51NCx 7NE FRAMINCx NAILS Sd m.131" x 2 I/2"
<br /> P�• � ULtR,450NIG MEtNOp At tNE PLANT OR 51TE BY A QUALIFIED INSPEGtOR. VERIFY LOGAtIONS IUItN tNE StRUGtUR,4L ENCxINEER IUNERE ULtR,450NIG TESTINCx IS lmd m.148" x 3"
<br /> REQUIRED FOR PARTIAL PENETRATIDN WELpS. 16d m.161" x 3 I/2" PERMIT # 00000
<br /> A. ALL NEIU OPENINCxS tNROl.1C:N EXI�tINCx IUALLS, 5LAB5 ANp �EAMS SNALL �E AGGOMPLISNEp BY SAIU GUttINCx UJNEREVER P0551�LE.
<br /> 31. ALL StEEL IN pIREGt GONTAGT IUItN 501L SNALL BE PAINTEp IUItN 3 LAYERS OF ASPNALtIG PAINt.
<br /> B. GONTR,4GTOR SNALL vERIFY ALL EX15tINCx GONpItI0N5 ANp LOGAtION OF MEMBERS PRIOR t0 GUtt11JCx ANl' OPENINCxS.
<br /> C. �MALL ROUNp OPENINCxS SNALL BE AGGOMPL15NEp BY GORE DRILLINCx, IF Po551BLE. ���NN KJT
<br /> D. IUNERE NEIU REINFORGINCx tER1'11NAtE5 At EXIStINCx GONGREtE, 7NREApEp BARS INtO TNREApEp EXPAN510N IN5ERt5 IN EX15tINCx GONGRETE SNALL BE CHECKED RLM
<br /> PROvIDED t0 MATGN NORIZONtAL OR vERTIGAL REINFORUI�K,,UNLESS OtNERlU15E NOtED ON PLANS.
<br /> ISSUE DATE 08.10.16
<br /> Il. GONtRAGtOR SNALL GNEGK FOR DRl'ROt At ALL EXtERIOR IUALLS, EX15tINCx t01LEt ROOM FLOORS ANp IUALLS, AREAS SNOIUINCx IUAtER StAINS, ANp ALL
<br /> 1U00p MEMBERS IN SASEMENt AND GRAIUL SPAGES. ALL ROt SNALL BE R�MOvEp ANp pAMAGED MEMBERS 6NALL BE REPLAGED OR REPAIREp A5 JOB NUMBER 16002.00
<br /> pIREGtED BY TNE StRUGtUR,4L ENC�INEER OR ARGNITEGT.
<br /> SHEET NO.:
<br /> S 1 . 00
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