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n ��ll� 7A'd �i�rV �iriy/f 1� i P ./ � i�r� �i' ( Av�✓���e; i !i��I/ii �Y B�/ I�sfA���I ■ '�oid'ir/1��� �� i��i l!/ 7�Nf��� 4 � � '
<br /> � E ) S'�./ iJ�4�t 4l 6� � i i,/ ! R...� �i��L..�� \�� ��4�./��a��t t�v,/ .
<br /> STRUGTEJRA� AND MISCEI�lAh1EC�US STEEL: THE FOL��}1�II�G ARERS OF W4RK SFIALL 8E CQNSIDERED AS "DEFERRED SAI��EIY: S'�M�OL D��11�I��N
<br /> CODES: STRUCTURAL PLATE STEEL, ASTM A-36, FB = 24,000 PSI l�AXIMUM. Al.�. SUBMITf`ALS" A� DEFINED CI� THE 2�09 IBC 1'NE CONTRACTOR SHALL AC�EQUATEL.Y PROTECT NIS WQRK ADJACENT
<br /> 2412 INT�RNATIOiVAL. BUI�DIN� COQE (iBC} STRUCTURAL �kJBE (TS} AN� F1SS SECTIQNS SF�AL� BE ASTM A-5�0 GRADE B, FS = ' IN. INCFi{ES}
<br /> �SC� 7-10 46 KSI. ALL P►FE S�CTIaNS SHA�.�. BE ASTM A53 GRADE B UNI.ESS NOTED PRECAST PRESTRESSED HOLLOW C��E PLAN�{ PRQPERTY, A{�D TH� PUBLIC, A�� �E RESPONSIBLE FOR DAMAGE t}� INJURY �N�L. INCLUDE
<br /> AG! 318-11 OT�1ER�11SE (}N THE P�ANS. ALL WEI.DS SHALL BE A M(NI�Sl1M OF 3/16AMCNIMUM DU� T(} HIS ACT�t}N QR NEGLECT. ���'. �NTE�iIC}R
<br /> AG1 35�-06 CONTINl�OUS F1�LET WE�.L�S USING AWS CIASS E7Q ELECTRflDES �Nl.ESS OT�ERWI�E 4PE� METAL GRATING AN� SUPPORT BEAM MATERIALS AND W(}RKMANS�IIP WAl2RAMY:
<br /> NOTED. AL�. WELDING SHAL�. �E �ERFORME� BY W�LDERS CERTIFIE� TO PERFORM TNE CONTRACTE}R SNALL RE�IA�E ANY DEFECTIVE MATERlALS A�D G4RRECT '�T. JQINT
<br /> JIIRI�E}ICT10N. . STRUCTURAL WELQING BY WABt�. THE STEEL FABRI�ATOR SNALL BE CER1'IFIED T4 ALL DEF'ERRED �UBMITTALS SHAI.L �EAR THE STAMP A�lD SIGNATURE flF A �G. LONG �
<br /> G1TY OF EVERET� P�RFORI� THE FABRICATIO� W(7RK IN A SNOP WITHQUT SPEGIAL 1NSPECTION. ST��ICTURAL ENGINE�� �ICENSED T�} PRA�TICE IN THE STATE aF WASNI�I�TQi� �'0(}R WORKMAN�FIIP WITH NO ADDITIONAL COST� TO THE OWNER, A�1D SHALL LIN. LI�EAR
<br /> OTHERWIS�, SPECIAL INSPECTION IS REQUIRED. ALL FASRICAT10�1 AND ERECT30N WHQ HAS CURR�NT DE51G�I EXPERIENCE IN TF�E TYPE OF W(�RK �EVIEWED. REM��}Y ANY DEFECT5 IN MATERIAL t}R �VORKMANSHIP WHIC� APPEAR WITHI� L�. LiVE LQAD � z
<br />. L�IVE LOADS> SNALL BE DONE IIU ACCORDANCE WI�H THE IATEST EDITION 4F' 1'HE AISC ONE YEAR F'R��f THE DATE OF COMPLETION {�F THE JOB OR GREATER IF � �
<br /> SNOW: 25 PS� �ESIGN aSPEC►FICATION FOR TF�E DESIGN, �ABRlCRTlON, A�D ERECTION FOR �TRUCTURAL SUBMIT � CC}PIES OF ALL D�FERRED 5lJBM17TRL DOCUMENTS TC} THE ENGINEER ` LT.WT. LIGNT WEIGHT � �
<br /> WIND: 85 �1PM, EXPOSURE � 4F REC{��D F4R ��VIEW. REQUIRED BY TE�E �.(}CAL Jl1RISDICTI0IV. THIS WARRA#�TY APPLiES 7fl TH� L�, ,�
<br /> ST�EL FOR BUlLDiNGSA. MB MAGNINE BOL`f c,
<br /> SEIS�IIC; SDC D PER GEt?TEGN WO�K DONE BY TNE SIJB CONTRACT�RS AS WEL� A5 THE WORK DONE BY vs
<br /> so��. cav��o �20 �cFJFT ; vAu�T A �2.3} ►�vclMUMa 2,2° �i�N�MUM) A�L STEE� �14T E��EDDE� IN CONCR�T� SNA��. RECEivE oNE sH�P C��T OF � TN� DEFERRED SUBMITC�L ITEMS SHALL NOT BE I��TALLED �NTI� T�I�IR DESIGN THE EM��OYEES OF THE CONTRACTUR. M� MiD—DEPTN � � �
<br /> �30ClJMENT5 HAV� BE�� REVIEWED BY THE ENGINEER �F RECORa AND A MATL. MATERIAL c�
<br /> VAULT 8 �3.9' �IAX�MUM, 2.3' MINlM�}M} PRIMER PAIiVT APPR4VED BY TNE �NGI�EEER t7F RECO�D. ALL. BOI�TS SHAE.L �E ' [NSPECT�QNS: �
<br /> VEHICI�E: AASHTO H�25-44 TRl1CK; R�GORD SE� 0�" THE REVIEWED DOCIJMENTS HAVE BEEN SUBMfTTED �t} T�3E MAX. MAXIMUM
<br /> ASTM A-3Q7 UNLESS OTHERWISE NOTED. HEADE[} STU�S SNA�L C4MP�'l WITH AWS ANY INSPECTIQNS, SPECIAL OR OTHER�IISE, TNAT ARE REQUERED BY TNE �
<br /> OUTRIGGER LOADS APP�Y � D1,1, AND ASTM A1�8. BUIL.DING OFFIC(RL BY TNE GENERAL CUNTRACTC}R. MECN. MECHA�ICAL "' �
<br /> (OVERAL� PtAt�4{ DES1G�i NE�D NOT COMP�.Y WITP� AASHTO BUILDING CODES, LOCA�. Bk11�.DING DEPARTMENTS, OR TNESE PLA�S, SHA�.� BE MEMB. �1EMBRAN� �
<br /> SPEC� I�#SP�CTIONS: D0�lE BY AN IND�P�NDENT INSP�CTIC}N COMPANY. J£}B SITE VISITS BY THE �
<br /> SPECIFICATIONS, �}N�,Y THE SPE�IFIC �.OADiNGS 1�ENTIt��}ED �. GE�TEGHNI�AL, PER NOVEMBER 12, 2012 REPORI' EN�INEE#� DO �IOT CO�ISTITUTE, OR SUBSTITUT� FOR IE��4'ECTIONS MFR. MAN��ACT'URER �
<br /> ABOVE} MIN. ME�3lMlIM �,
<br /> VACT�R TRUCIC LOA�ING PER CITY OF EVE�iETT STANDAROS 2. CONC(�E�'E PkACEMENT: CC?�TINUC7US �P E N �ETA� �RATI�� CONTRA�TED 70 A SPECIFlC lNSPE�TIUI� AG�NCY. �--
<br /> Misc. ��sc�����ous �
<br /> 3. RElNFQRG�NG BAR PLAC�MENT: PERIODIC �TNER TE�A[}ES' �
<br /> ClTY {�F �IERETT VACT(}R TRUCK: 4. MECHANICA� ANCHORS; PERIODIC pESIGI� RESP�}NSIBIL.ITY: SEE ARCFtITECTI�RAL, C1VlL., ELECTF�ICA�, AND MECNANICA� DRAWINGS FOR SIZE �
<br /> �. cr��c�ic,a� a�c�o�s: co�vTi�vuous �,
<br /> 6. ANCH�R BOLTS: PERI�DIC TN� METAL GRATING SU�'PL3ER �NALL BE RESP(?�lSIBLE F4R THE AND LflCATI{�N OF PfF�E VENT DUCT A�D OTNER C}PE�If�GS AND DETAI�.� I�OT �0,,� Nt1M8ER
<br /> ?. NEADED STU�S GRATE : G�NTINUOUS SELECTION AND DESIGN OF TNE GRATING AND 5�1PPORT BEAM. THE , , , N-S NORTH--SO�TF� "�'
<br /> ,,-,. � ) SHC}WN ON T�fES� STRU�TURA� DRAWING. A�l. DIMENSIOIVS AI�E TO BE ;
<br /> �, �. S�RU�TURA� �T�E�: PERIOE�IC SUPPLlER SHALL SUBM(T �ESIGN CA�CULATlQNS SHOP D�AWINGS � N.T.S I�OT 70 SGALE �a �
<br /> n � 67,330� 9. ST#�UCTURA�. STEE�. C0�liU�CTEONS: PERIt7DlG MA`fE�IA� �FECIFICATIQN� AN�? ANY �TNER DOCUMENTATION 7 CN�CKED AN[� VEI�I�IED WITH TH� ARCNIT�CTURA�. [�RAWENGS. c� �
<br /> � NECESSARY T£} SNflW THAT T�E GRATING AND SUPPORT BEA� SHt7P t}RAWINGS: `''
<br /> SHOP DRAWI�GS ARE AN AID F�R �IELD PLACEMENI�, AND ARE SUPERSEDED O.C. ON CE�ITER
<br /> �tc�C�liRA�. TE�T�NG: SE�.ECTkON MEEf THE RERUIREME�TS OF THE CO�ITRACT DO�UMENTS. � `� ,
<br /> ca�cR�rE �iix ���v���� FOR �u���s, sE�g ar�� �oo���cs sHa�� �E T�s�r�a FOR BY TF�E STRUCT�RA� DRAWINGS. IT SNALL BE TNE RESPONSIBILI�fY OF THE Q�. aUTSIDE DIAME�ER
<br /> ftEQUIRED �OMPRES5IVE STRESS, A(R CONTENT AND S�UMP TQ COMPLY INITH 1'NE �.F. OUTS►DE �ACE �
<br /> Rn GENERAL DESIGN REQUIREMENT�: GE��RAL �ONTRACTOR 1"� MAKE CERTAII� THAT AL1. C{�NSTRUCTION 1S I1� F'ULL
<br /> � i SPECIFIED DESlGN VALUES FOR 1'NiS PR0�IECT, RESULTS (}F TFIESE TESTS ��iA�L OPfV�. OP�NIN� � e� � >' � °' � � -
<br /> � � BE 5UBMI�ED 1'� T�iE LOCA�. �JEIRISDI�TION AND THE STRUCTURAE. ENGINEER OF LQAD�: SEE D�SIGI� �RfTERIA FOR LOADi(�G AGREEMENT �N�T�I �'HE tA`��ST STRUCTURAL DRAYVENGS, AND ANY ENGINEER � � � +� � �
<br /> .r FI�ISH: A�L �RATING S1�AL�. BE GALVANIZED, UNO � OPP. OPPOSITE �. ,� '� � , � � '
<br /> RE�ORD. APP�01lED RFI S. �
<br /> END BEARING. SEE GENEftAL DETAI�S ON TNE STRUCT�IRAL �JRIG. OI�IGI�IAL �s '� � � Y ° � `
<br /> S H 4 P D R A W E N G C t�E C K. c � � v� � �
<br /> � - _ 16,790# S'I�UCTURA#.. Sl3BMITTALS: , �RAWlNGS, DES{Gl� 4F BEARING ANGLE RND EMBED SHALL T H E C�N T R A C T O R S H A L.C. S I�P P L Y T H� E N G I N E E R W I T H A �v 1 1 N I M�1 M (�F T�/V C} � � �" i � �
<br /> A CERTIFECATE �F CflMPUANCE SNALL BE �tJBMITTED TQ TNE �,�CA�. �1URlSDlCT1�}N �� PROVI[}ED BY THE GRATING �UF�PLiER �
<br /> AND THE ENGI�EER c�� REGO�D 8Y THE �,4BRICATC�ft OF THE PREFABRICATED STE��. SPAN DIRE�TiON: SPAN DIRECTIO� SNALL BE IN TH� '�l�C}RTEST COPiES OF GHECKED 5HOP DRAWINGS, BEARING THE CONTRAGT�R'S STAMP QF PSF PflUNDS PER SQEJAftE FOaT � �
<br /> 8' G�ATE AT �'N� Cc�MP�ETICIN OF THE FABRICATIQN. DfRECT10� APPRt?VAE� AND S��NATURE, A MINIMI�M OF TWO WEEKS PRIQR TO FABf�ICATION. �'S1 POUNDS PER SQUARE INGH �
<br /> THE REVIEW OF SHOf' D#�AW1�1GS BY THE ENGIE�EER IS ONLY F0� GENERA�. PT POST-TE�SiONED
<br /> �3ISCEE.l.ANE�US: p C�}MPLiANCE WITH TH£ STRUCTURA�. DRAWINGS AND SPECl�ICATIC}1VS, THIS R. RADIUS Q �
<br /> 100 PSF` LATERA� StJRCHARGE TNE CONTRACTOEi 5HALL VERIFI( ALL DIMENSfQNS AND CQNDITIONS IN THE FlELD. ������ ���� f— L���� R,D. RflQF DRAIN � ; —!
<br /> STEE� G�ATE: DESIG�I 70 HS25--44 AND CITY OF EV�RE(T VAC1`4R TRUCK VEF�EFY THE SIX AI�D �OGATlON OF ALL OPENlNGS IN TI�E FLOOR RO�F A€JD WALLS REVIEW DOES NC}T GUARANTEE iN A�Y WAY THAT THE 5Hf�P DRAWINGS AftE
<br /> LC}AOING SPECIFICATI4NS WI TN A R�NIT E CTI�RAL, MECHANICAL, ANL� ELECTRICAL DRAWIf�GS. PR4V(DE COftRECT OR COMPLET�, N{�R DOES (T IMPLY THAT T1��Y SUPERSED E T N� R�F. R�F E R E N C E � � � � �
<br /> TE�IPORARY BRRC�NG AS REQt11RED UNT1L A�E. PERMANENT CON�IE�TIONS AND SCOPE aF W(}RK: RE!€�F. REItVF01�CI�fG � .
<br /> TF{E WORK INCLUDED IS TNE I�ESIGN MANUFACT�IRE A�1D DELIVERY OF PRECAST STftUCTU�AL DRAWINGS. z � �
<br /> FOUNDA�1t7N• BRACING HAS BEEh# IN5TALLED. � REQ. REQUIRED � � � _
<br /> MAXIMU�t DESIGN SOIL VALUES PER GE4T�CHNICAI. REPORT � 21�13-302 �Y THE PREST�iESSED CC}NCRE�E t1NITS. DESI��1 F'LANK F4R THE i�OST Cft�TlCAL QF TNE RFI. REQUE�T �'UR INSTF�t1CTi0N
<br /> RILEY GR4�!', lNC., DATE[? AUGUST 23, 2013. LOAC}ING CON[�1Ti0NS AS �NO�NN WITNIN TNE DESlGN CRITERIA NCITE. t ( I— ���� ����\�V ��T���J. RM. R(}�}M � � � � �
<br /> M A X I M U M S t�l�. B�A R I N G: 2 5 0 0 P S F (S T ft U C T U R R L F I l.�) TF�E MANUFAC�URER SHAI.L SUBMI�T S�FRUCTURA� �ALCl�lA1'IONS AI�[} PLA�EMENT SECT. SE�TIOI� � � � � �
<br /> �000 �sF �c�A�r�v� �r��.�) � �
<br /> SElSMIC CIASS: D � DRAWI�GS SIGNED BY A �#ASHfNGTO�I STATE REGISTER�[} STRUCTURAI. E�1GI�lEER SYMBQL DEFINITI�� SF. STR�P FOOTING
<br /> - BAS� FR�CTI(�N: ,3� C� SF = 1.5 FOR REVI�W P�IOR TO FA�RICATION. SFIT� SMEET
<br /> PASSIVE PR�SSURE: 250 PSF F1' t� S� = 1.5 AA�NTO: AMERICAN ASS�CIATI�}N OF STAT� �IIGHWAY AND S3M. SIMILAR
<br /> � T�ANSPORTAI'1�7N ��FICIALS
<br /> ACTIVE PRESSU�E: 5c� PCF/FT {�O�t-YI�LDiNG WA�.�.) T�E MANUFACTURER SNALL lNSTALL ALL BLOCK OUTS REQUIRED F(}� ST�UCTURA� SJ SLAB JOINT
<br /> SEiSMIC EARTH PRESSUREe 50 PS�jFf + 14H PSF' CONI�E�TI�NS AS INDICATED UN THES� DRAWI�GS. NO C}1NER P�NEI'RATIQNS ARE ACI: AM�RlGAN C�NCRETE INSTITUTE S�G �L�B-ON-GRADE
<br /> MINIMUM FOOTkN� WIDTH: �6" ALLOWED WITHOl�T THE PRIOR APPROVAL OF TNE PLANK MAN�IFACTURER, A.B. ANCHOR Bf�LT
<br /> NOTE: STR4P A�ID SPR�AD �'OOTINGS DESiGNED 1'0 400Q PSF �EARING AND SFfA�L A�GR. AGGREGATE �PECS. S�'ECIFICAI"I{?NS
<br /> EXTENO TO BEAR �}N NATIVE TIL�. 501�. AS REQ�JIRED. AL�. �IOL.LUW C�RE JOINTS SHALL �� GfttJUTEQ IN A�CORDANCE WI�'H THE RISC AMERICA� I��T, OF �TEEL CONS`CR. SQ. SQUARE � .
<br /> MANtJFACTIJRER'S RECt}MMENDAT!(JNS. ALT. ALTERNATE STAG. STAGGER{ED� .
<br /> CONGR 0 CRETE F'C = 4U00 PSI AT 28 DAYS. �11NEMUM OF 6-1 f 2 SACKS Q� CEMENT S P EC IAL. I�S P E�T��� STD. STANDARD
<br /> AWS AMERICAi� WEL.�II�G SOCIETY
<br /> B�T Bt71-I�Q�1 STL. STEE�
<br /> PER CUE3EC YAR� (}F CQ�ECRE1'E ADD A MAXIMUM (}F 5��/2 GAL�ON� OF WATER ������ �EN ERA� ��TES. STR. STRAIGNT
<br /> ��� s�� s�c� o� c����r, AND A MAXI#��fM WATER/CEME�F RATIO (WfG� = 0,��. ���c. �ui�a�►�c
<br /> ADD PIASTOCREfE QR PUZZO�[TN 1N ACCORDANGE WITH TNE t�ANUFACTllRER'S SPEClAL INSPEGTION BY A QUAL,IFIED INSP��TOR l� REQIJIRE� IN BM. �EAM ��1 5HERRWAL�.
<br /> R�C4MMENDATIONS. ACCORDANCE WITN TNE 2009 I�iTEl�I�AT!(7NAL �UILDING GC}DE (�N TNE G�h�ERAL DETAl�S: Clf' CAST-]1�--PLACE CONCRE�'E SYM. SYMMETRlCA�. C„�
<br /> F(�LLOWI�IG IT�MS. GENERA�. DE�'AILS AND NOTES C}N THESE SNEEI`S SHAL�. AF�PLY UNLESS CJ CONSTRUCI'i�}N JOINT T �`OP �
<br /> AGi 350-06 FtEQUIREMENTS: TB TRANSFER BEAM
<br /> � TNE NUl�1�1AL MAXIMUM AGGREGATE SIZE SF�A�L BE �l,"WITN A 5� AiR a. GONCREI'E S�'RENGTN AND P�ACEME�T SPECIFICAL�Y SFfOWN OR NOTED �1'HEftW1SE. CONSTRUCTION DE1`AILS NOT CG CE�ITERLINE ,
<br /> ENTRAI�IMEN1' FOR MODERATE EXP4SURE PER ACI 350-�U6 TA�LE 4.2.1 . b. F��.LY SHOWN Q� NOTED SHALL BE SIMILAR i'0 DETAlLS SHQWN FOR SIMILAR CMU C0�lCR�T'E MAS(}NE�Y i��IT TOS TOP OF 5�18 "
<br /> REINF�►RC1N� BAR PLACEMEI�T TYP. TYPICA� � G"3
<br /> • THE MAXIM�3M WATER—CEMENT RATI4 Sk-fALL B� (�.45 PER TABLE 4.2.2. CONDITI(��lS. ALL WaRK IN C(7NSTRUCTI�}N �HALL CO�P�.Y WITH ALL Ct�l�. COLUMN
<br /> • SU�FATE EXPOSURE IS RATED AS °NEGL#GIBLE°PER ACI 350-06 TAB�E 4.3.1. Q�ALI�lCATION: APPLICAB�E B�11LD1NG C4DE�, REGU�ATi0N5, AND SAFET( REQUIREMENTS. CflNC. � Ct}�fCR�TE U�0 Ui��.�SS NOTED UTHERWI�E a,,,, � � .
<br /> • CALCiUM CHL4RI[�E, AS AN ADDII'IVE, ��IALL N4T BE t15ED 1N ANY CONCREI`E THE SP�CIAL INSPECTOR SHAL�. BE A 4UALIFEED PERS4N WNO SHALL DiSCREPANCiES: CC�NST. CQNSTRUC�10� W/ WITH �,,��� �
<br /> PER SECTI4�l 4.3.2. DEM{�NSTRA7E C4MPECEIJCE, T� THE SATIS�ACTIt}�I OF TNE BUI�DING
<br /> THE MAXIMUM PERM(SSIBLE WATER SOLUBLE CH�.O�IDE I� CONCREfE, PERCENT BY TNE CONTRAGTt�R S}�AL� INFORM THE Eh�GENEER IN WRIT#NG OF ANY �t}NT. CONTINU�IJS W� WALL JOINT �
<br /> � WEIGNT OF C�M�NT i5 0,10 PER 7AB�E 4.4.1 {}FFICIA�. DISGREPANClES QR QMiS�30NS N07ED flN THE DRAWiNGS t}R 1N TH� CTR. CE�!`CER W.P,M. WATERPR�4�' MEMB�A�E � F�.,
<br /> �; �F'E�IFICATIONS OR flF ANY VARIATIOf�S �lEEDED IN ORDER T� �ONFORM TO �'�� -.,!
<br /> DISTFtlBUTl�N AF R�Pt}R7S: CU.FT �UBIC FEEf W.Vr1.F WELDED WIRE F'ABRi�
<br /> CC}NCR��{"� PROTEGTION FOR RE1�3FORCING: CQDES, RIJLES, AND REGULATI�}hIS. CfPC}N RECEIPT OF SUCH INFQRMA710N THE �
<br /> � SPE�IAL INSPECTflR TO FURN(SI� 1I�5PEC7i0N REPORTS TO THE B�ILDING � CU.1�l. CUBIC INCH
<br /> �- SIAB5 l�{TOP AND �OTTOM} t}FFICIAL AND SITE STRUCTURES, A�1D Sk16MIT A �11�AL REPORT STATING ENGINEER WILL 5E�fD �1F�IT��N IM1lSTRUCTlO�S Tc� ALL CONCERNED. ANY St1CFl �
<br /> � WA�.I.S 1,�"WEATHER FACE f WATER FACE DISCREPANCY, 4MISSION, (}R VaRIATlON N{�T ftEP4RTED SHALL 8E THE CU.YD. CUBIC YARD �
<br /> WHE#'N�R THE WORK REQUIRING SPE��A� I�ISPECTlt}N WAS CQMPLET'E� RESPON�IBILITY �� THE CONTRACTO� A�VD WOR� �NRLL BE F'ERFO�MED 1N A
<br /> ;� WA��S 2pS�fL. FA�E D BAR DIAMEfER L�
<br /> � FOOTI�lGS: 3"B017i0�1 FAGE Il� CONFORMANC� W6TH T�#E A�PROVED C0�lSTRI�CTION DflCI�MENTS AN� �A�NER AS DIRECTED BY THE ��IGI�EER. DB�., DOUBL� ,:�"`
<br /> APP�.IGA�LE WORICMANSNIP PE��}VESIONS (}F 7HE 2�0� IBC. SNOR1fi�G: alA. �IAMEf�� --�
<br /> �
<br /> �, IN I.IEU {�F THE AB(}VE MIX PROPQRTft}NS, A STANDA�D .M1X [�ESIGN WITN TEST P�A�I�J� R EC�U I R E�E NT�: IT SHALL BE TF�E CONTRAGTOR'S SC}LE RESPO�SlB1LI�Y Tt} DESIGN AND �IAG. C�IA�ONAL ST���T� RA� �RAW I ��� � C+� _
<br /> �, RESULTS �1AY BE SU�M111'E� TO THE ENG{�3EER flF RECOftD FOR APPROVA�. THE �� � � ��
<br /> ¢ POUR SHALL 3�OT CqMMENCE UNT1L EI7HER VE�BA� OR WRITTEN APPROVAL FROM P�QVIDE ADEQUATE SNORING, BRACING, AND FQRM WORK, AS REC�UIRED FOR DIM. DIMEN510N
<br /> TNE E�GINEER 0� ftECt�RD IS RECEIVED 8Y THE C0�3TRACTOR. PLRCI�1�: THE PR�}TECTIQN t}F LIFE AND PR�PE�TY Dl1R1NG TNE G(}NSTRUCTIQN OF TN#S DL DEAD �.OAD � f
<br /> � PIACE CONCRETE AS NEARLY AS �RACTICABLE Tti ITS FINAL POSI1'103� BUlLD�NG. EXCESS �OA[� CAPACITI' QF SlAB SHA�L h�OT EXCEE� LOADS DN. D�WN S�"'� � �A�..��,T N�TES
<br /> � A�� CONCREfE SNAI.L BE POIJRED IN A M0�lO�ITHIC POtJR U�l�.ESS SHOWN TO AVt7ID SEGREGATIO�i. �`f�E FREE UNCO�IF'I�IED FALL OF' ThEE EQi�fVALENT TO THE �ESIGN S�JPERIMPOSED LOAD� LESS CONSTRt�CTION DEAD EA. EACN � f I ' I� /� �f n �#
<br /> �' QTMERWISE OR APPROVED BY TFIE ENGIfUEER OF RECQRD PRIOR 1'0 POURlNG CONCRECE 5NA�� �OT EXCEE[} � FEET. �T—�� V A V�� ��I� t�11 V� �����1�iT��� P��!�f
<br /> AE.�JMI�#UM CON�UIT AND ACCESSQRIES SHALL NOT B� �MBEDDE� �N CONC�ETE. AND �IVE LOADS, [?ESIGI� �UPER fMP05ED �.�lADS 1IVC�.UDE LIVE LOAD, E.F. EAC�-I FACE
<br /> -� HOLL4W CORE COI�CFtIT� SlABS: . 13EBRi EMOVE AL�. DEBRIS FROM F�RMS PRIOR T(� PLACING C(}i��REI�E, PARTiTION LOAD, AND ANY OTH�R LOAD N�}T IN PE..ACE AT TH� TIME OF EL. ELEVA�lOEV �--�}J7 �I�i��T `�J' E�TI��� A�D D ETAI I....�J
<br /> 0 92.5"DEEP, PftEC�T, PRE-S7RESSED UNITS WITN NO CQMPOSITE T{�RPI�iG SI�B AS SF�ORING, ��. END I�AI�ING
<br /> , i' MANUFAGTURED BY THE CQNGRET� T�CHNOLOGY CORP4RATION OF TACOMA, C4NS0#��}ATI{?N:_ EXCAVA�QN: ENG#�. ENGINE�R S�"�`I- ��-it1 k�T YV��L �E����4 V� ��� �ETAI��
<br /> � WASHt�GT01V, AND HAVING A �OTAL l�N—GRC�UTED DEAD LQAD NOT TO EXCEED �4 GQNSOLIDATE CO�ICRETE 6Y SUITABLE MERNS. TF�ORC}�JGHLY WORK THE C{7NTRACTQR SHA�L BE SO�.ELY R��PQNSf�LE FOR AL� EXCRVATfO� EQ. EQUAL '
<br /> � PSF. A ��UR FOOT NOMINA�. WID� PLAN�t WITFi THE SN�AR KEYS GROUTED SI-#A�� CONCRETE AROEJND �MBEDDED ITEMS A1�D lNTC? CORNE�S 0�' FORMS. PROCEDUR�S INC�UDING LAGGCNG, SHORING, A1�D P�O�fECTIC}N QF ADJACENT E.S. EACN SIDE
<br /> . � HAVE A NEIP�IMUM AREA qF �13 1��2, A MINIMUM °f"£?F 6136 �N�4, RND BE PR�PER�`, STRUCTk�RES, STREETS, Ai�D tJTILlTIES IN AGCQRDANGE tNlTN THE E.W. EACH WAY �
<br /> .� CAPABLE OF CARRYI�G TNE LIVE �OA[}S SPECIF�ED AB{}VE, THE Sl�PPLIER SHALI. CURING REQUlR�MEh�°f5: .
<br /> o F'RQVIDE RElNFOR�INC� AROUND MECHANICA� HpLES AROCIND FLOOR PANELS A� LOCA�. 81,��LDING DEPARTMENT, E—W EAST WEST �'��a`���
<br /> � CURING: ��' �,�,, F'. ,r�
<br /> REQUIRE�} l�! ORDER T(} MAINTAIN THE �TRUCTURAL INTEGRITY OF THE UNITS. NO BACKFIL�: EXT, EXTERIOR �� �� �'
<br /> � PRE—STftESSENG STRAND SNALL BE CUT WIT�fO�lT PRIOR APPROVA� OF TNE CONCRETE SNALL BE MAIl�TAINED IN A M(}I�T CC}NDITI�N FOR A �� �^�" C,��a� ���� ��`l
<br /> � � �ACKFI�L AR4E�ND TN� EXTERIOR PERI��T�R �F ANY CONGRETE WA�.I� SEIALL F.B. FLCJSN BEAM � � �� r�� '� °`��'� �' '�`
<br /> � STRUCTURAL E�GI�IEER 0� REC�}RD AND 7HE HO�.tOW CORE DECK MAN�lFACTURER. �UETAB�E PERIOD {�F TIME AFTER P�ACEMENT. NOl` �E P�.ACED UNTIL AFTER THE WA�L.S ARE SUPPC}RTED �Y THE F.D. FLOOR DF�AI� �„l��'� `����`� �.����.��� �' -� ��
<br /> .... SU�MIT FABRICAT10N AI�D ERECTIOE� D�2AWINGS TO �'NE STR�JCTURAL EN�INEER {�F' �,-� ,� '�`
<br /> � REC(?RD F(?R APPROVAL PRfflR TQ FABRICA�SC�N. THE PANE�S SHA�� BE [}ESIGN�q WEATHER CC}NDITIOAIS: COMPLETIt}� 4F IN�fERIC}R FLOOR SYSTEM5 OR VAtJLT LID. DO Nf}T PROCEED �'DN. FOUNDATIQN �` � �� ���
<br /> � AND FA��ICATED �N ACCORDANCE WITN AL� Cl1RRE�T PCI, IBC, A�I AND AS�M ADEQkJATE F'RECAUTIONS S�fiA�.� BE TAKEN DURING FIt7T AND CO�.D YVITl� BACKFILL tJ�TIL (7} DAYS AS A MfN{MUM AF3Eft THE CQMPI�ETIQN OF F.F. �INISN FLQQR ;;;��� �.� � ��, zes�� ����
<br /> � REQUIREMENTS. W�AT'FfER IN ACCC}R�A�CE W�T� TFIE Sf'ECI�ICATIONS. INTERI4R F�.QOR SYSTEMS OR VAULT �ID 11h�LESS WA�LS ARE ADEQUATE�.Y F,�. FlN1SH �RADE �°���`" ��'�.�t���������
<br /> ,,. � �'
<br /> �, REIN�ORCED C�F�CRETE KNEE WAl1S. !�D PLANK P�.A�EMENT: BRACED. BACKFILL SHAL� �IOT 8E PLACE� UNTIL AEfER CO�PLETION AND FLR. F�.00R
<br /> � THESE WALLS S�iALL BE PR�VI�E� AS REQUI�ED AT ALL ACCESS MA�IHOL� IN NQ CASE SHALL THE LI� PtAN1iS BE PLACED BEFORE T�E WALLS 1�15PECTION OF WAT�RPROOFING WI�ERE WATERPFZOOFII�G OCCUR�. DO �iOT F.C}. FACE �F
<br /> � �OCAT1oNS !N AC�OftDANCE WIT� T�fE RECOMM��1DATf�Ns OF THE �ONCR�TE f�AVE BEEN A�LO�IED A MiNIMt1M QF 3 DAYS QF CUR�, WI�EN AVERAGE UP�RATE HEAVY E(��lIPMENT NEAR A WA�� WITNIN A HORIZONTAL DISTA�CE F�G. FQO'T1NG �aB r�ut����: 13-1��-
<br /> � T�CHNO�OGY Ct?RPQRATION. HOWEVER, TNE NEED fi�}R THESE WA��S 1S NOT A�hBiENT TEMPEf�ATURES A�E LE�S THAN 50 DEGREES FAHRENHE3T TNE €�fZAWING N�ME: i3144S—S01 � -
<br /> a � EQl1AL TO THE NEIGHT OF THE WAL�. GA. GAGE
<br /> � ANTICIPATED FOft THIS PR��IECT PER PRE�.IMlNARY CO�fiCftE1'E TECM DESI��I �AB�ES. CONTRACTOR MUST AL�.�}W A MINIMIJM CURE TIME (}F 7 DAYS OR SIDE'WA�L PR�TECTIOt�: �A�.V, GA�VANIZED '� � r�:'�'�� �� ;
<br /> ; P�OVIDE AN A��}ITIONAL SET C�F CYLWt7E�5 TO �E BROKE� Al� THE �...�, ��;.� , , ;r DESE�NE�. MPM
<br /> REIN�OR�ING STEE�: PEDE�TRIAN TRAFFIC SHALL BE PRC}TECTED AS SPECIFIC lN THE lB� GB. GRADE BEAM '�¢ � i ORA�`I�lG BY. JFO
<br /> � TIME QF LID PfAGEMENT DEMOi�STRRTING A MINIM�M GO�JCRETE . , `,
<br /> � D�F(}Rl�Eq BILLET STEEL ASTM A-615, �RADE 60, FS = 24,000 PSI, IAP ALL H.S.S. E-IIGH S7RENG`1�H ST�EI. � ':'� ._._�-.�- V. �.T���- - `;.. DATE: 4-2��14
<br /> SF'LICES A MINIMUM OF F'ORTY BAR �]AMEIERS. PROVIDE E�.B4W BARS AT WAL�. STRENGTH 4F 1,O�a PS1 HAS BEEN �EAGHED. �v��.�c ��.�v c s ��r� ,
<br /> "' I.D. INSID� DlAME�ER � _ _.: r SCA��; :, A5 Nt}TED
<br /> � C4RNERS A�D #f��'ERSE�TIONS TO SPLfCE NORIZONTAL BARS. F��OVIDE TW� �4 t ERos� €��,a��r:��!i �����,;ti��t���t ��JRISDICTION: EV�REI�
<br /> `" BARS AROUND A�L OPENIN�S W1T�E A MINIMUM Dii�ENSiON QF ECEVEt� lNCHES OR I,�.C. (NTERN T�. BLDG. CO(�E ;_.
<br /> M s n �1 �U3l.t'; >urJ:t�..T�'>rr�:iil° I<� +Et'�t1IR£C)PRJOR
<br /> GR�ATER IN WALLS AND �L�kSS. EXTE�ID TME BARS 2 -� BEYON� OPEIVINGS, OR �
<br /> � E G`iINE£F2 Tf} S:AHT€�'� t,rrt . ,. ,r;,,,.i,C1^7 �}Iti 7!#1S '
<br /> ��QJ��.�. :'t�.r�:z,��,'...:1`. '.,*, r¢ i. `^�,it.`.�t.� ��
<br /> � AS FAR A� PC}S�IBLE AND HOOK. PROVIDE Oi�E �4 X 4'-0"DIAGONAL BAR AT ,};
<br /> a�.' CQRNERS, l�1EL.DED WIRE FABRIC (WWF} Si�AL� CONF'ORM TO ASTI� A185. WNIF �t�t�����e�r;�tE. ' c r; �w�;; :�,•:.,�a�rs �
<br /> AN�EXPift�.>.���'M:.�.._. . : .�S��ft�tiT
<br /> � SI�AL� BE LAPPED Q�{E CRqSSV�IR� PLl1S TW4 I#�CHES �I.E., 8"F4R 6X6 MESH}. �aR ct�tvsi�ucT�or� r�as ��.�:� �s�u��
<br /> - •fl FI��D BENT BARS S�ALL BE GFiADE 4�}, FS = 20,000 PSI.
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