|
GENERAL NOTES:
<br />1. THESE DRAIMNGS AR[ PREPARED PRIMARILY TO SAFEGAURD AGAINSt MAJOR STRUCTURAL DAMAGE AN� LO55
<br />OF LIFE. N0T TO LIMIT DAMAGE OR NJ+INTAIN FUNCTION AS PER REOUIREMENTS OF THE CURRENT ACCEPTED
<br />BUILDING CODE AS LISTED IN THF lASIS FOR DES!GN.
<br />2 AN E%PERIENCED LICENSED COK fRACTOR 1MTH A NqRKING KNOWiEDGE OF 4PPLICABLE CODES AND INWSTRY
<br />ACCEPTED STANDARU PRACTICES SHALL PERFORM THE VuORK DEPICTED IN ihESE �RAIMNGS.
<br />3 ALL WORK SfWLL CONPORM TO THE MINIMUM SiANDAR�S OP THE CURR;ENi GOVERNING BUILDING CODE.
<br />INDUSTRV SPECIFIC SPECIFICATIONS AND STAND4RD5. THE COMFiAC?OR 51'ALL COMPLY WITH REOUIREMENTS
<br />OF ALL REGULATORY AGENCIES N1TH AUTHORITY pVER ANY PORTION OF THE NURK. WORK NOT ExPLIGTLV
<br />SHOWN ON THESE DRAlh1NG5 SHALL CONFORM TO ALL APPLICABLE CODES AND ACCEPTED STANDARD
<br />PRACTICES.
<br />4 THE CONiRACTOR SHALL VERIFV ALL DIMENSIONS. ELEVATIONS AND COND�TIONS ON TH[SE ORAWINGS V✓TH THE
<br />ARCITECTURAL AND ALL OTHER DISCIPLINE DRAWINGS PRIOR TO STF.RT OF CONSTRUCTION NOTIFV ARCHIiECT
<br />OR EOR IN NRITING BEFORE THE START OF CONSTRUCTION REGARDING �ISCREPANqES, OMISSIONS OR
<br />VARIATIO�S. OR THEY SHALL BFCOME THE SOLE RESPONSIBIUN OF THE CONTRACTOR NOTES AND THE
<br />SPECIFIC DETAILS ON THESE DR4lMNG5 TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTFS AND TVPICAL
<br />oETans
<br />5 CONSTRUCTION METHODS ARE NOi INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL DE SOLELV
<br />RESPONSIBLE FOR ALL METHODS, SEQUENCES AND PROCEDURES OF CONSTRUCTON. TH'c COMRACTOR SI-WlL
<br />PROVIUG ADEOUATE SHORING. BRACING, FROMVARK. ETC. AS REOUIRED FOR THE PROTECTION OF UFE AND
<br />PROPERTV DURING CONSTRUCTION.
<br />6 EXCAV�TION PROCEDURES WCLUDING SHORING AND PROTFCiION Of ADJACENT PROPERN, STRUCTURES.
<br />S`REETS AND UTILITIES SHALL B[ PERFORMED IN COMPLIANCE IMTH LOCAL BUILDING CODES, REGULATIONS AND
<br />SArETV REOUIR[MGNiS AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
<br />7. OP[NINGS. POCKETS, ETC. LARG[R THAN 6 INCHES SW1LL NOT OE PIACED IN STRUCTURAL MEMBERS UNlESS
<br />SPECIPICALLV DETAILED ON THESE DRAWINGS. WHEN DRAIMNGS BV OTHGRS SHOW ITEMS IN STRUCTURAL
<br />MEMBERS NOT SHONM ON THE STRUCTURAL DRAWINGS. NOTIFY THE ENGINEER IN WRITING TO DETERMINE
<br />CORRECT DISPOSITION
<br />8 SITE VISITS BY TIi[ EOR ARE A RESOURCE OF THE CONTRACTOR AND SFiALL N0T OE CONSIDERED AS SPECIAL
<br />INSP[CiIONS.
<br />9 GENEItAL INSPECiIONS AND SPECIAL INSPECTION SHALL BE P[RFORMED DURING CONSTRUCTION AS REOUIFED
<br />�V LOCAL GOVERNING MUNICIPALITY.
<br />STRUCTURAL STEEL
<br />7 STRUCTURAL STEEL MEM�ERS SNALL CONPORM TO 7H[ FOLLOIMNG STANDARDS AND MATERIAL PROPERTIES
<br />UN0
<br />� __ SHAPE __ I STANDARD_ _�_MIN�MUM YEILD STRE55 (FY) �
<br />�ueowo�rinr�ccsEcrioNs nstntns�zoH ,s�z
<br />_onRsnraorinrEs � � --- nsrrnn3e
<br />—' PIPf_S ASi�dr\53 �---
<br />- — iuu�ti--- nstn�n�oaoHroeo
<br />ROD ASih7 n ip
<br />CABLE AS7M nni _
<br />�__ rnonainervoinouua I naimie�< I _' I
<br />2 W11FRE STE[L UEAM IS USED IN CONNECTION TO VJOOD FRAMING. A 3X-DF-L STUD GRADE PLATE IMLL BE BOlTEO
<br />W THE TOP FLANGE IMTH A'/,' DIAMETER BOLTS AT 24' O C. S7AGGER[D AS SPEGFlED BEIOW
<br />3 STRUCTURAL STLfL SHAIL OE FAf1RICATED AND [RECTED IN ACCORDANCE 1MTH AISC SPECIFICATIONS OF TH[
<br />D[SIGNFAORICATIONANDCRECTIONOFSTRUCTURA! S7EELBUILDINGS
<br />d ALLVvELDSIZE51iALLOLMINIMUML1GE70%XALLAROUNDR'ELDUNO.
<br />5 N�LDERS SHALL OE AWS CERTIFIED. ALL WELDING SIIALL USE Ei0 SERIES LOW HYDROGEN ELECTRODES ALL
<br />1h'ELDMG SHALL CONFORId W THE tATEST AM[RICAN WELDING SOGEtt STANDARDS: N'EL�S ON �RAWINGS ARE
<br />SHOWN AS SHOP WELDS CONTRACTOR MAV SHpp y�£LD OR FlEID lM1'Fl0 AT HIS DISCRETION. ALL fULL
<br />PENETRATIOPJ WElDS SFNLL OE TESIED AND CERI��RED �V AN INDEPENUENT iESTING LABORA70RY.
<br />ti ALL [iOLTS SI14LL OG WSTALLEO AS 0[ARING�IVPE CON4ECTION51M11TH THREADS EXCLUDED FROM SHEAR PLANE
<br />(TYPE'X' CORNF:CTIONI. UNO MGH�STRENGTH �OLTS SFNLL �E SNUG TIGHTENED USING ANV AISC APPROVED
<br />METHOD AND DO NOT R[OUIRE SPECIAL INSPECTIONS UNLESS NOTED OTH[R�liSE ALL BOLTS IN SLOTTED OR
<br />OVLRSIZE HOLES AND ALL HIGH-STR[NGiH BOLT9 SHALL U[ INSTALLED N1TIi N'ASHERS
<br />� ALL FxPANSION OR EPOY.Y �OS7S SHALL HAVE CURRENi ICOOIICC W\fING FOR h'J�TERIAL WTO WHICH
<br />WSTALLATION OCCURS. HEADED STUDS SHALL CONFORM TO ALL REOUIREMEN�S OF THE LATEST EDITION OF
<br />THE 'RECOMMENDED PRACTICES FOR STUD N'EIDING' AND THE 'STRUCTURAL WELDING COD[' PUBLISHED �Y
<br />LAWS. ALL 80LTS. ANCHOR BOLTS. EXPANSION 90LT5, ETC. SHALL 6E INSTALLEO IMTH STEEL 1M1'ASHERS AT fACE
<br />OF N1�OD
<br />e GROUT �ENEATH COLUMN �ASES OR 6LARING PIATES SHALL BE 5000 PSI MINIMUM NON-SHRINK fLOWABLE
<br />GROU7 OR DRVPACK. INSTALL GROUT UNUER �EARING PIATES BEPORE FRAMING h1EMB[RS ARE INSTALLED AT
<br />COLUMNS. INSTALL GROUi UNDER f3A5[PLATES AFTER COLUMN HAS BEEN PLUMOFD BUT PRIOR TO F1..AR OR
<br />ROOP INSTALLATION. GROUT DEPTH SHALL BE SUFFIGENT TO ALLOW GROUT OR DRYPACK TO BE PlACEO
<br />OEN[ATH PLAiE1MTHOUTVOIDS
<br />4 N'[LDEDMOMENTFRAMECONNECTIONSSHALLCOMPLYIMTHTHEFOLLOWINGRE�UIREMENTS.
<br />• ACCESS HOLES SHALL BE SMOOTH AND FREE OF NOTCHES.
<br />• MINIMUM PREHEAT PER AVv5 RE�UIREA7ENTS SHALL BE MAINTAINED FOR ALL NELDS INCLUOING TACN
<br />1hELD5. VERIFYPREHUTN9iHTEMPEWITUREINDICATINGCRAVONS.
<br />• VJELD MATERIAL SHALL COA!PLY N1TH CHARPY V-NOiCH REOUIREMENT OF 20-FT�LBS AT -20 DEGREES F.
<br />• END DAA15 OR NOT ALLONED
<br />• ALL R'ELD LAVERS SHALL OE COMPLETED PULL N1DTH OF FLANGE BEFORE NEW LAYER IS STARTED.
<br />• A1N(IMUM LAYER THICKN6SS E�WLS'/.', MAXIMUM BEAD Vv1DTH EDUALS 5�8'. GRIND EDGES OF WELD
<br />SMOOTH AND FLUSfi EDGES OF ABUTTING PARTS.
<br />• NOTCHESOFGROOVESSHALLBEFILLED4NDGROUNDSMOOTH
<br />• ALL h71SC N'ELDS NOT NOTED WCLUDEING STIFFEN[RS MISC. PIATES. E7C SHALL BE PERAISC MANUAL
<br />TA�IE J24
<br />STRUCTURALALUMINUM
<br />1 AILALUMINUMP1lOY55HPLLBEIAINiMUlA6061-T6lMTHMINIMUMTENSILEYEILDSTRES5J5KSIUNO.
<br />7 ALIALWMINUMY�ELDSHALILONFORM70AN5Dfib7W0�5PECIFICATIONS.
<br />3 ALUMMUId PARTS SMALI BE \YELDE� '/dTM AN INERT GAS SHIELDED ARC OR RE515TlJ:�E WELOINf
<br />P0.0CE55 YO YlELDING PROCE55 TH�i REOUIRES A WELDING FW% SHALL BE USED. FILLER AlIOW
<br />COMPLYING NITH THE COOE d SPECIFICAiiONS REOUIREMEh�S SIia1L BE USED.
<br />a A1L WELOS OF STRU::NRAL MEMBERS SNPLL BE PERFORMED BY WEl�ERS QUPLIFIED IN ALCOROANCi
<br />NATH TME GOVERNING C07E PROCEOURE'.5.
<br />5. WEL�INGOFAWMINUHSHHLLBEINACCOROANCE\NTHAPPROVEONATIONALLYRECOGINIZEDSTANUPROS.
<br />6. 0%YGEN Cl1TTING OF.LLUIdINUM ALLOYS SMALL NOT BE PERMITfED.
<br />7. �N1F:RE AWMINUM PLLO�' PPATS AAE IN CONTALT \MTH DISSIMIW2 METALS, OTMER TMAN STNNLE55
<br />ALUMINUM OR GA1Vf•V'ZED STEEL OR ABSORBENT BUILDIN3 MATERIALS IIKELY TO BE CONTINUWSLY OF
<br />INTERMIi1ENTLY \Rii, TIIE FAYING SuftFACES SHPLL BE PNNTED OR OTHERNAS SEPARFTED IN
<br />INTMLL4RENTAlUMINUMSPELIFlCATION .
<br />hCCORDPNCE 5
<br />B. OURING ERECTION, STRUCiURA1 PLUMI6! I!.1 SHAII BE PDEOl1ATELY BRALED AND FASTENED i0 ftES15T
<br />DEAD. KSND AND ERECTIONS LORDS
<br />SCREWS
<br />1 SCREIYS SfIFLL BE SEIF-�APPING PAN HEAD, OR WAFER NEAD SHEET METAL SCRENS �ER�5202� OR
<br />EOUNALENT. SLREN75 NMICN ME REMOVED SNAIL BE REPLACED BY A SLREW OF A tARGER DIA WHERE
<br />TME REPLACEMENT IS MADE INTO AN E?'.ISPNG MOIE. ftEPLACE PLL SCRENS NMILM STRIP OUT hNTERIAL
<br />SCREY,5 SMPlI BE SPACED ND CLOSER THPN LB' O C ANO N1TH A hnN. FREE EDGE UISTANCE OF Y,' INCM
<br />CUP ANGLES OR FLAT CIIP$ USED i0R AiiACNtdENTS SFW.I BE 37 MIL THICK MIN., U NA. SIZE CLIP ANGLES
<br />FNO FIAT I:LIPS TO MNNTAIN MIN SCRE�7 SPACING AND EDGE DISTANCES NOTED ABOVE ALL SLREKS tB
<br />AND WiGER `NALL HAVE A 611N HEA� Sli° OF S/t61NCN ALL SCREN5 SIVQL HAVE SUFFICIENT LENGTH i0
<br />Plan Check No.: q302 RUCKER AVE
<br />Job Address:
<br />Owner. CANNON RICH
<br />Tenant: KELLY MOORE PAINTS
<br />Application Date: 4/16I2007
<br />proposed Use:
<br />Type of work: /' MARQUEE OVER h1AIN ENTRANCE
<br />Office Set�- Job Set Fire/Planning Se
<br />v gY;
<br />Reviewed For Permit: Dat�
<br />i,
<br />ENSUREPENETRATIONINiOSTEELh1Eh18fRBVATLEA5T2FULL01AME1EftTMREADS THE ITY OF E ERETT IM
<br />SPECIALINSPECTION NO WA CU.A^R 7EES TliE
<br />I. ALL REOUI0.ED SPECIPL INSPECTIONS SM+LI BE PERFORMED IN ACCORDANCE W1R1 CURRENT ACCEPTED A Cr�CC U R1 CY V T H E DATA
<br />BUIIDINGCODE CNECNIMTNLOCALBUIIG:YGDEPAftTMENTFORREOUIREDSPECIQINSPECTIONS. HEI\1_'Q�V. � iI�AP IS NOT
<br />�. TNESFECIALINSPEGTORSSMPLLBEAOU�LIFIEDPERSONNMOSHFILOEMONSTRATELOMPETENLE.TOTHE A SURVEY' �7 SHOULD
<br />SATISFACTION OF TMB BULDING OiF!:,iAL, FOR TME INSPECTION OF THE PPRTICULFR TYPE OF NOT BE !ia ER'(:ETED
<br />CONSTRUCTION OR OPERATION R[OUIRIN.: SPECIAL INSFECTION
<br />L+y Avx
<br />x_;=
<br />/i.��yl�nt
<br />�O
<br />in'•�O6\�� ��e
<br />ri°
<br />c
<br />�!
<br />E
<br />, �
<br />aG� y �4� .
<br />;
<br />I;
<br />i
<br />- ,a�473t5�, ___ _
<br />T -�
<br />p 9
<br />7
<br />0
<br />�, w 6i SC
<br />., ',_
<br />r
<br />C�• n
<br />A� � �
<br />,
<br />. _ ...�ans, , .._
<br />�{r
<br />3� �
<br />,I j
<br />° ,,
<br />:O [1
<br />� c
<br />0 j
<br />a
<br />v ,
<br />m
<br />' - ' ♦. n 5t sC .
<br />Y,
<br />' i
<br />�fia si sr. , -
<br />_. a��I�51SE1 I��__
<br />e �
<br />,p i
<br />� �
<br />,��
<br />�
<br />�EI� ;t SE
<br />• • � IArrylaM�.
<br />��
<br />n
<br />.� �
<br />p51'
<br />p � � ���� � SL ,.
<br />� `+
<br />,ry
<br />� � 1. �IN Th� SA AE rJiANNER.
<br />I ,, t
<br />Il� �� �- „
<br />1 1 i �! . d� ,
<br />�l� ' "__' � � 1
<br />( �,��5`.--s I'� � \ .. F ��i.,F'������� f,i;
<br />I� " l .! � � ! �' c� � �. f �
<br />3 `t '•� �' �.-
<br />�
<br />-a�s�5( 1., .rt",�t:'
<br />I. i P' { K�,1t ::
<br />__ - " . ��1�� ` , i
<br />'^ � . .._. _�_ ' ''!i 1�,� �'�
<br />n —•r! � � I i�i'\ -�
<br />�� �"� �,� � _�
<br />.� �' h �
<br />'. ° � �" �`�,� � ��i �
<br />�Nnb' ` �.. .G 1 . .
<br />I
<br />N �
<br />I! �I
<br />\
<br />tPs
<br />\
<br />ti'
<br />il
<br />E
<br />vC fCen
<br />�
<br />�A
<br />�' i
<br />'�� �.FuneialHomc� ' L i '
<br />Antl Cemr.tery �� � � �
<br />_ � i� i
<br />�� ` m
<br />a
<br />y �
<br />- - � �;` d �, � � .
<br />1
<br />:� � �i �: � �` _
<br />� v � ��
<br />^, `,�, �.` �� I ,
<br />_ i � . J ' ,' —' � �
<br />�I � „-f
<br />I 1
<br />I � i
<br />.-. '--_ � '. ' ��I
<br />�
<br />n
<br />f{A �q , RR� I.117
<br />18435 Olympic Ave. 5.
<br />Tukvnla, WA 98188
<br />800-869-7162 Toll Free
<br />425-251-1600 � hone
<br />425-251-5065 Fax
<br />�vww.Rainier.com ,
<br />on9'na Eesg� mnreou ae vux*M
<br />urqerFeOeraiCOCyngr,la,�sa�0
<br />am Pe papery ol Raimpr I�.trsm, lW
<br />A�Y reDrtExim ol n�s hs'9^ mccot
<br />r�;ro+bn-e� ronxnl ne�pesYy
<br />b�o-eee+
<br />�Kelly Moore Paints
<br />4302 RuticerAve
<br />Ev�tetl,VJA98203
<br />Persmm
<br />VJillard Park
<br />i'Metal Awnmq Comn'ete
<br />0o ame
<br />Enaineerina nales�man
<br />�a.�rg me
<br />109635
<br />n o •oc sno�
<br />John Hansen
<br />�aua �
<br />xix
<br />�recr yi ae
<br />Dave Tacuino
<br />vpM d'N%
<br />x/x
<br />�s� aa, �
<br />A.01 '�i�
<br />s�es�. rvsr�[�-
<br />
|