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<br /> OWNER
<br /> DESIGN CODES ANL� LOADING� ALL �11NI�fU�1 NAILING SI�ALI_ f�EF_T TNE REQUIRE�1ENTS 0� TABL� 2304.q.1 OF TNE IBC
<br /> � INTERNATIONA� BUILDING COD� (2015 EDITION) U.N.O. ALL NAILS ARE TO BE 'C0�1�10N' (IOd NAIL DIA�1FT�f� TO BE D.IqB°, 16d DIAMETER '
<br /> TO BE 0.1�2"). .
<br /> SNOW I 0,^,DS:
<br /> �OOF SNOW I OaD: 25 PSF ALL I_AG AND WOOD SCRE��lS TO 3E TNREADED FU�L LcNG�N OF TNE PORTION Ef1BEDDED
<br /> INTO TNE WOOD UNLESS SPECIFIC�LLY ALI_OW�D OTNE2WISF WNEN TN�Y SNALL BE 'FULL
<br /> �^T���� ������ �ODIED' LAGS ABOVE TNE TNREADS. FOR LAG SCREWS OVFR 3/8" DIA�1cTER PROVIDE A
<br /> 200F: V3S =110 �1PN, EXP B, Kzt = I.0 PILOT NOLE APPROXI�1ATELY �5 PERCENT TN� DIA�1��ER OF TNE LAG AT �NE ROOT OF
<br /> S�IS1�11C: Ss=1.��01� �1=0.564� Sds= O.q7�1, Shc= 0.564� Ie=1,0 TNF TrII��ADED PO�TION. ALL LAG AND WOOD SCI�EWS 1�1UST B� '�URNED' FOR � �
<br /> �ISK CAT�GORY II INSTALLATION D� N0� DRIVE INTO PLACc. 2035158thCTNE
<br /> S�ISMIC S011 SITE CLASS D Suite200
<br /> S�ISf11C D�SIGN CATEGORY D BOLTS, SCREWS, LAGS Af�1D NAILS PLACED II�1 PRESFRVATIVc Tl?EA�ED �1�1BER SNAI L BE Bellevue;WA98008
<br /> ` �IOT DIPPED ZINC-COATED GALVJ^,NIZED STEEL OI� STAINLF_SS STEEL. ALL CONNECTORS IN �acHirEcroFeEcoRo
<br /> GENERAL: , �� "� �
<br /> TN� INTERNATIONAL BUILDING CODE AND STANDARDS S�IALL GOVE?N ALL �1ATEI�IALS AND COI�ITAC� WI�,� PRE���VATIVE TREATED I_U�1BER SNALL NAVE AS A MINIMU�1 71NC
<br /> COAT�D GALV�NIZED STEEL PFR AST�1 A653 TYPE G185 OR EQUIV�LENT.
<br /> �102K�1ANSNIP.
<br /> AI I T��1PORnRY SNORING OR BPACING IS TNE RESPONSIBILITY OF ^rNE CONTRACTOR. TNE aLL FRAf�IING CO�INFCTORS NOTED ARE PEP SIMPSON STI�ONG TIE C0�1PaNY INC. OR �
<br /> F_NGINEER APP�OVED EQU,�I , FOLLOW ALL MANUFaCTURER'S R�QUIRE�1ENTS AND ��.;�� ����� �
<br /> DRAWINGS 2EFI_�CT� ��I� FINAL FINIS�IED CONDITION OF TNE ST�UCTUR�. � �������� �
<br /> � RECOMMENDATIONS. � ���� �
<br /> �. ���� �
<br /> TN�S� DRAUIINGS ARE NOT INT�NDED TO SNOW EAC�I AND EVERY CONDITION, BUT � , �������� � ' .
<br /> ALI TREATED r�(OOD SNALL BE BR�I�IDED WIT�I A QUALITY CONTROL AGENCY �1ARK BY �� � ��
<br /> INDICAT� TN� G�NERAL CONSTRUCTION. WNERF CONDITIONS ARE f�OT SPECIFICALLY ���� ���
<br /> D�Tnll FD, 51�111 �,2 CONDITIONS SNALL BE USED AT TNE DI�CRE�ION A�ID APPROVAL OF ����ICAN WOOD PRESERVERS BUREAU OP �QUAL.
<br /> " TN� ,^,RCNIT_FCT Af�l� ENGIN�E�. SPECIAL INSPECTIONS: G R A P H I T E � .
<br /> T�I� CO�ITRACT02 IS I�ESPONSIBLE �OR ALL JOB SI�F SAFETY A5 WELL AS ALL �1FANS GENERAL REQUIREf1ENTS: Graphite Design Group, LLC
<br /> I��TriODS AND S�QUENCES OF COf�ISTRUCTION TO SAFELY PER�O�M TNE WORK. AUE � ALL SPECIAL If�1SPECTIONS SNALL I�EET TNE REQUIRF�IENTS OF TNE 2015 IBC, CNAPTER 17. 1809SeventhAve,#700
<br /> �NGIN�F2S N�S NO EXPERTISE IN NOR �-IAS BEEN RETAINED TO PRO�/IDE REVIEW OF TNE � �� Seattle,WA98101
<br /> CO(�1TRACTORS �AFETY PR�CAUTIONS AS TNEY RELATE TO TNE CONSTRUC�IOf�I OF TNIS a�� INSP�CTI01�1� AS I�EQUIRED BY SECTION I10 OF TNE 2015 INTERNATIONAL BUILDING 206.224.3335
<br /> CODE A�2E REQUIRED. 11�1SPECTIONS SPECIFILD IN Tl�ESE NOTES Al�� IN ADDITION TO
<br /> _ P20J�CT. �NESE INSPECTIONS.
<br /> CONSULTANT
<br /> I� ANY �R20R OR 0�11SSION APPEARS IN T�IESE DRAWINGS, SPECIFICATIOI�IS, OR OTNER CI1�Y INSPECTION 15 NOT A SUBSTITUTE F0� SPECIAL INSPECTION.
<br /> DOCU�I�NTS, TN� CONTRACTOR SNALL NOTIFY TNE OWNER IN WRITING OF SUCN 0�11SSIOf�I
<br /> 02 �RROR BF_FO�E PROC�EDING WITN TI-{E WORK, OR ACCEPT FULI RESPONSIBILITY FOR ANY WORK WNIC�I NAS B��N COVERED BUT NOT PROPERI_Y INSPcCTED BY TNE SPECIAL
<br /> " TNE cosT To RFCTI�Y SA�1E. V��IFY AND COo�DINATE oPENINGs IN FLooRs, wA�Ls AND INSP�CTO� AND�oe TNE CiTY INSPECTOR IS SUBJECT To �Er1oVA� oR EXPosU�E. � '
<br /> 200F WIT� ARCNITECTURAL, f�EC�IANICAL, AND ELF_C�RICAL DRAWINGS. �
<br /> WNER_F SPECIFICA�LY REQUIRED CONTINUOUS II�ISPECTION IS REQUIi�ED DURIi�1G TNE
<br /> TN� ,^,RCNIT�CTU�AL DRAWINGS SNALL BE REFERENCED FOR I�IALLS, FINISNES aND PER�ORI�1ANCc 0� T�IE WORK. TNIS 1�1AY BE A REQUIREf,1ENT 0� TNF �UILDING CODE /
<br /> DIM�NSIONS. DIMF_NSIONS PROVIDED ON TNE STRUCTURAL DRAWINGS ARE F0� REFERENCE LOCA� JURISDICTION OR TNE �1ANUFaCTUREI2. �� E
<br /> ONI Y AND S�I,^,I I BE VERIFIED BY �NE �RCNITECTURAL DRAWINGS.
<br /> ��---.�.e,a�..�u��._
<br /> TNE SPECIAL INSPECTOR �1UST BE CERTIFfcD TO PE2FOR�1 TN� �YP�S OF INSPECTION i3228 «� 2oTN s�r, sui�r� ioo
<br /> D2AWINGS �2� NOT TO BE SCALFD. SP�CIFIED A��1D SNALL DEMONSTRATE C0�1PET�NCE TO T�I� SATISFACTION OF TNF sEL��vu�, WA q8005 • �
<br /> STRUCTURAL STEEL� BUII_DING OFFICIAL. 4z5 �i4-oq4q i iNFoc�Au-E�a�.cor�
<br /> JOB N0: Iq251
<br /> GFNERAL REQUIRE�1ENTS: TNE CONT�ACTOR IS RESPONSIBLE FOR CONTACTING AND INFORI IIf�G TNE SPECIAL
<br /> ' TU�� COI U�1NS: ASTf� A500 GRADE B (Fy=4�000 psi), INSPECTO� OR CITY INSPECTOR AT LEAST ONF WORKIi�IG DAY B�FORE �NE WORK IS TO S=P� - '
<br /> ��� u �,
<br /> � PIP� C01 U�1NS: AST�1 A53 GRADF S (Fy=35,000 psi), BE PERFORMED UNLESS OTNFR CONDITIONS ARE AGREED UPON. �
<br /> AI I 'Ul' �ND 'N' �NAPES: Aq�l2, (Fy=50,000 psi). -
<br /> A I Ir r rr S� �
<br /> �� W�ti��F
<br /> �I I OTnr� �T��I : ASTM A3�. REQUIRFMENTS OF TNE SP�CIAL INSPECTOR: �� � �'�� �
<br /> � AI L STAlf�fl �SS STEEL 31�L (Fy=30,000 psi). � � TNE SPECIAL INSPEC�O� MUST WORK UNDE� T�{F SUPF�2VISION OF A WAS�IINGTUN � ` �`� z` �
<br /> � AI I g0l TS: aSTf1 A325 INSTALLED PER CRITERIA FOR SLIP CRITICAL CONNECTIONS LIC�NSED CIVIL F_NGINEER. �'���� � � ���, � � � � � �
<br /> U.�.�. � � ����� 31 84 ��''�
<br /> AI L ANC�02 BOI TS: AST�1 F1554 GI�ADE 3�, U.P�.O. FURNISN ANCNOR RODS WITN TE-IE SPECIAL INSP�CTOR �1UST PERSO�IALLY BF FAMILIAI� WITN TNF D2AWINGS AND �1UST FSS���Ai__`�����'�� '
<br /> f1ATCNING DOUBI_� NFAVY NFX NUTS AT TNE END E�1BEDDED IN CONCRETE. PF�SONALLY OBjERVE ALL OF �N� WORK R�PORTED 01�1.
<br /> �NAL �
<br /> 09/27/201�
<br /> CAST-IN N�AD�D BOL�S SNALL B� PLACED ACCU2ATELY INTO FINAL POSITION PRIOR TO �I�E SPECIAL INSPECTOR SNALL FURNISN INSPECTION REPOR�S TO TNE BUILDINC
<br /> � POURING CONCR�TE, ADDING BOLTS AFTER A POUf� OR 'W�T STICKING' IS NOT ALLO✓�IcD. DFPART�1ENT AND Ef�fGINEER. ANY DI�CRF_PANCIES S{-�ALL BF 1�11�'IFDIATcLY BROUGNT TO �
<br /> TNE ATTENTION OF TNE CONTRACTOf� FOR CORRECTION; TNFN, IF NOT CORR�CTED, TO
<br /> P20VID� WASN�RS FOR A�L BOLTS AS REC�UIRED SY A15C. AS A �11N1�1U�1 PROVIDE TNE BUILDING D�PART�IENT AND ENGINEER.
<br /> STANDA2D CUT WASNERS Uf�IDER ALL NUTS.
<br /> TNE FINAL REPORT SNALL BE SIGNED BY � WASNINGTON I ICENScD CIVIL ENGINEER AND
<br /> ON� COAT OF ,^�PPROVED SNOP PAINT �11N1�1U�1 TO ALL STEEL NOT E�1BEDDED IN SNALL STATE TNAT TNE WOl?K WAS IN CONFOR�IANCE WIT�I T�-IF A.PPROV�D DRAI�lIf�1GS
<br /> CONC2�T�. �ABRICATION AND ER�CTION SI-�ALL BE IN ACCORDANCE WIT{� TI�E LATEST AND SPECIFICATIONS �ND TN� �PPLICABLE WORK�IANSNIP PROVISIONS OF IBC.
<br /> � F_DITION 0� T�� AISC (ASD) SPECIFICATION FOi� TI-�F DESIGN, FABRICATION AND cRECT101�1 � � �
<br /> OF STRUCTU2AI STEEL FOR BUILDINGS. ST�EL NOTED AS GALVAI�IIZED SNALI B� NOT-DIP SP�CIFIC SPECIAL INSP�CTIONS REQUIRED:
<br /> G,^�I_VAN17�D UNO.
<br /> - ALL WELDING OF STEEL �XCFPT W�LDING PERFORf1ED IN AN AISC APPROVED SNOP
<br /> � CONTRACTOR S�I,^,LL DESIGN AND SUPPLY ALL ADDITIONAL �11SCELLANEOUS �1ETALS TNAT Q c� . '
<br /> ,^,2F_ INDICATF_D IN TNE �1RCNITECTURAL DRAWII�IGS OR TN05E �1ETALS W+�ICN ARE FOUND DISCLAI�1ER: � � N
<br /> TO �� NcCcSSARY TO SUPPORT TNE A�CNITECTURAL FINISNES OR OTNER BUILDING TNESE DOCU�1ENTS ANp TNE DESIGN ARE SPECIFIC TO TNIS PROJECT ONLY AND �1AY NOT z �
<br /> S'(STF_MS. nl I �2A�IING AND CONNECTIDNS DESIGNED BY �I-IE CON�RACTOR �I-IALL N0� �E REUSED IN ANY WAY WITNOUT WRIT�EN APPROVAL OF AR�10UR IJNSDERFER W �
<br /> F'�I I F F r F '' ,U 0 A A ENGINEEKING. IT IS OUR INTcNT TNAT TNIS DFSIGN �1F�1�S T�IE NOR�1AL STAND�,RD OF � W �
<br /> 2_�J_T IN _CC_NTRIC LOADS B�ING APPLI_D TO TNE PRI��IARY �TP CTURE R L TE� L �
<br /> I O�DS B�ING APPLIED TO �NE BOTT0�1 FLANGE OF STEEL 3EA�1S. SUB�11T CALCULATIONS CARE WITNIN T�;IS INDUSTRY. NO OTNER WA�RANTY IS PROVIDED OR 1�1PLIED. LL, � �
<br /> STA�1P�D BY r", STRUCTUI�AL ENGIN�ER LICFNSED IN TNE STATE OF �NE PROJECT ALONG � � �
<br /> W w
<br /> I�IIT� SNOP DRAWINGS NOTING TNE LOADING 1�1POScD ON �NE PR1�IARY STRUCTURE_ � � ' �
<br /> W
<br /> WELDING REQUIRE�1ENTS: � rn �
<br /> , � O W .
<br /> AI I W�I DING SNr^,LI �fEET AWS CODES FOR ARC WELDING II�I BUILDING CONSTRUCTION. O7
<br /> t`-.
<br /> �XC�PT �",S SP�CI�IED IN TNE SPECIAL PROCEDURE OF T�IIS SECTION, ELECTRODES �1AY � �
<br /> B� �70 (70 KSI �11N1�1U�1). ELECT�ODES MUST SE KEPT DRY AT ALL T1�1ES.
<br /> 3 �
<br /> �11NIf'IUf� W�LDS SNALL BE 3/I�" OR AS NOTED IN SEC�10�! J.2b OF AISC (WNICI-I�V�� IS
<br /> I ,^,RG�R) ��
<br /> AI I �l�l DING OF STAINLESS S�E�L SNALL USE E30q EL�CTRODES WITN �, GI�AC PROCESS � �
<br /> FI�LD ,^�ND SNOP WFLDING SNALL BE PERFOR�1ED BY AWS CE2TIFIED WELDERS.
<br /> " CONVENTIONAL STRUCTURAL LU�1BER: �
<br /> STRUCTURAL WOOD GRADES: �
<br /> JOISTS----------------- D.F. #2, ��N���� ������I��IONS� ISSUEDIREUISED DATE
<br /> 8��,�15 AND POSTS----------D.F. #I� AB, A.B. ANCNOR BOLT CJ, C.J. CON1�RACTUAL JOINT EJ, E.J. EXPANSION JOINT GRD GRADE LVL �11CROLLAf� BEA�1 PT, P.T. PRESSURE TREATED T�G TONGUE AND GRCOVE PERMITIBIDSET 07.12,19
<br /> STUDS----------------------D.F. #2 OR BETTER. ABv. AaovE CL CENTER LWE E�1BED. E�1SED�1ENT GWB GYPSU�1 WALL �1AS. �1ASONRY P/T POST TEN510NED TNR'D TNREAD(ED) REVISION 1 09,27,19
<br /> ADD'L ADDITIONAI CLR CLEAR EL, ELEV. ELEVAI�ION BOARD �1AT'L MATERIAL QTY QUANTITY TJ TRUSS JOIST
<br /> ADJ. ADJACENT C�1U CONC. �1ASONRY UNIT EN, E.N. FDGE NAIL NDR NEADER �1B �1ACNINE BOLT REF. REFERENCE �1AC�11LLAN
<br /> GEN�RAL REQUIRE�1ENTS; ���. Ai rERNA�E COL. COLUMN ENG ENGINEER NF, N.F. NE�1-FIR (A307) REINF. �EINFORCE�1ENT T�1PRY TEMPORARY
<br /> nLL TIr1B�R DI�I�NSIONS NOTED ARE N01�1INA�. APPRX. APPROXI�1ATE CONC. CONCRETE EQ EQUAL NGR NANGER �1D �11D-DEPTI-I REQ'D REQUIRED TN, T.N. TOE NAIL .
<br /> ARCN ARCNITECTURAL C�NN. CONNECT(ION) ES, E.S. EACEI SIDE N�RZ. NORIZ�NTAL �1RF �10�lENT RESISTIN� R0, R.O. ROUGN OPENING T.O. TOP OF
<br /> � AI I WOOD AD.�ACENT TO OR WITNIN I�� OF CONCRETE OR CI�1U OR WITNIN �'� OF EARTN C� A�r CONST. CONSTRUCTION EXIST EXISTING N5B NIGN STRENGTN BOLI FRA�1E SCND SCNEDULE TRAf�1S. TRANSV�RSE
<br /> BOT. �OTT0�1 rONT. CONTINUOUS EXl�. EXTERIOR (A325 UNO) �1FR �1ANUFACTURER SNT S�IEET TYP. TYPICAL
<br /> SNAI I 3� T�2��T�Q I�IITN AN APPROVED PRESERVA �IVE. BF, B.F. BRACED FRA�1E CTSK COUNTER5INK FFE FINISN FLOOR ELEV. NT NEIGNT �1TL �1ETAL SNTG SI�EATNING U�0 UNLESS OTNERWISE
<br /> � BFL. �ELOW d PEN��lY (NAILS) FAB. FABRICATION IF, I.F. WSIDE FACE (N) NFW �1E�1BER 51�1. 51�11LAR NOTED •
<br /> 1�111 D STF�I r I AT� WA�{�EI�S ARE R�QUIRcD AT ALL BOLTS AI�ID NUTS BEARING ON WOOD BLDG BUILDWG DET. DETAIL FND FOUNDAI�ION WT. INTERIOR NS, N.S. NEAR SIDE SKW SKEW(ED) VERT, VERTICAI
<br /> r r , i ��i �� �� BLKG BLOCKING DBL DOUBLE FII�I. FINISN(ED) JST JOIST NT5 NOT TO SCALE SOG SLAB ON �RADE VFY VERIFY pERMITIBIDSET 07,1219
<br /> rXC�PT TnAT I/-� X 3 X � PLATE WASNERS SNALL BE PROVIDED AT SILL PLATES BN, B.I�I. BOUNDARY NAIL DF� D.F. DOUGLAS FIR FLG FLANGE JT JOINT OC O.C. ON CENTER SPC SP�CING W� W17�
<br /> IN �" WID� WAI I S AND I/4"X3"X�I-I/2" WASNERS AT �O" WID� WALLS. PLATE WASI-IEI� I�1UST BNDRY BOUNDARY �, DIA. DIA�1ETER FLR FLOOR K KIPS (I,000 POUNpS) OF, O.F. OUTSIDE FACE SQ, SQUARE WNS WELDED NEADED
<br /> �F I OCAT� � " sM a��� DIAG. DIAGONAL FN, F.N. FAC� NAIL LAT. LATERAL ON OVER NANG SS SELECT STRUCTURAL STUD GENERAL NOTES &
<br /> D SUC I TNAT GAP TO PLYWOOD SNEAT�IIN� DOES (��OT EXCEED I/2 . CAST IN 8.0. BOTT0�1 OF DIAPI�. DIAPNRAG�1 FO F.O. FACE OF LDGI� LEDC�ER OPN'G OPENING STD STAf�1DARD WP WORK POINT
<br /> �I AC� ri�AD�D BOLTS �OR SILL PLATES TO BE TIED INTO TNE RCINFORCWG SO TNAT BRDG BRIDGE (ING) do DITTO (DO OVER) FR�1'G FRAr11�1G LF LINEAI FEET ORNT ORIANTATE(IOf�I) STGR STAGGER WS WESTERN SERIES ABBREVI14TIONS
<br /> TN�Y �XT�ND P�I�PENDICULA�' F�01�1 SUP�FACc, DO NO� �WET SF T' BOLTS. �RG 3EARING D DEP7N FS, F.S. FAR SIDE LLN LONG LEG NORIZ. PAK PARALLEL STIFF. STIFFENER WTS W�LDED TNRcADED
<br /> ��W S�7W���`� DWG DRAWING FTG FOOTING LLV LONG LEG VERTICAL P/C PRECAST CONCRETE STIR. STIRRUP STUD � �
<br /> CA�1 CA�1BER(ED) DWL DOI�IEL G� GAGE LS LAG SCREW PERP. PERPENDICULAR STL STEEI WWF WELDED WIRE FABRIC
<br /> CANT. CAN�ILEVER(ED) (E) EXISTING �1Ef�BER GALV. GALVAP�IZED LSI T1�1BFR STRAND PL PLA�E STRUC. STRUCTURE(AL) X-ST� EXTRA STRONG
<br /> CG CENTER OF GRAVITY EA. EACN G�, G.B. GRApE BEA�1 BEA�1 PLYWD PLYWOOD SYf1. SY�1FTRICAL XX-STG DOUBLE EXTRA S OO �
<br /> CIP CAST IN PLACE EF, EF. EACN FACE GLB �LU-LA�1. BEA�1 LT WT LIGNT I�lEIGNT PSL PARALLA�1 BEA�1 T TOP STRONG �
<br /> MOD Super-Fasf Pizza,LLC refains ownership of CAD tlocumenfs � Copyrighf 0 2019 Graphife Design Group,LLC �
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