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ELEVATIC�N ��� `� , <br /> --� � s�.� if¢fl_.���n --- ���.{� 1 �la"=1'-0�� ���`� � �Q <br /> . �' '�,� * , <br /> !'� � _STOREFRQ�T ELEVATION � <br /> ti ____ ., � � � � <br /> �.c�� ,,,._ _ <br /> ., �a -1'-0" � <br /> �� �� � <br /> �. <br /> ; <br /> �� � <br /> � '� �� � <br /> �� i� � Lu �,� <br /> �� � � <br /> o � <br /> � , � � <br /> 40QT15U-43 WI#10 STSM i�� � � <br /> � SCREWS�a 16"oc EA <br /> � I-- <br /> � � SI(�E,TYP T&B 1 1t2" PL 3/4x12x1'-0"W!(4}1J2" �� ' � <br /> E /� �-� <br /> � ' I D(A SIMPSON STRON� `�'` '' tI> � ; <br /> _ C� �- <br /> ' r BOLT 2 W13 MIN EMB�D ; � <br /> � � _ 400S162-54�a 16'bc ��_ � � 1 1/2" J- PI.314x6x1'-0"W(t4)112"[}IA �� <br /> r,', , . ` TYP SIMPSON STR�N�BULT 2 <br /> ' �,"" ,�� <br /> � �� c�; <br /> z�, I� � � � �- , � W13"MIN EMBED <br /> �, ST3FFCLIP CL40Q-118 �, � ; <br /> � _,__ �-� <br /> �, i'' i,-� AT EACH STUD W1318"' r � .-y��PER ELEVATIQN � 3 � '� �-NSS PER ELEVATIC}N ' �� <br /> c�j I I � QIA HILTI Hl1S-EZ x 3 �.- � � �� <br /> "" � 114" T�°- , , t�) <br /> �`� ;� C'J � J I c�, <br /> , / � � �--� <br /> I I ' � -- � <br /> _..__ �r� � <br /> > \ �J � <br /> i ,' � ;,� �- C) � ` � � t�__ <br /> � . � , 1/4 = -.... / <br /> ��_' � L - 1I4-�� 1 t`) <br /> #� � � �-'`� o <br /> . -�_�� <br /> NC}TE:SLAB�N GRADE MAY �`-(E)CONG S{}G <br /> !�y <br /> � � �`� P�AC� �E_CTIQ� ��1� PLAl� �E�TIC�N � � <br /> NAVE 112"[7EPRESSI�N <br /> '-��<< `.l�2.� q�2��_����, ���� �� 1��"=9'-0" � <br /> � � �` P��1r W1�LL �_----� �_�/ . <br /> _ _ <br /> �s2.0 �,.i,,�„ <br /> N <br /> O <br /> ft <br /> t <br /> N <br /> � <br /> � <br /> i <br /> C? <br /> U.) <br /> �`-. 4f <br /> � N <[ <br /> � 1�■t �`�l� � U� `� � t <br /> 11J �, 'i <br /> � f � � �� � <br />� � j� ;_' � �, � <br /> I ! }I � a <br /> I �� ! f �� � <br /> t � � � � �W � <br /> ; � � � U <br /> �� � <br /> ����� f1 �� � <br /> I �`��`�� '� �� � � <br /> � � � � <br /> �� � � <br /> N <br /> (D <br /> h� <br /> t'S <br /> IC} <br />' _ <br /> Q <br /> .....�_..... <br /> � <br /> I ro� ' <br /> � � - �F <br /> ��A � <br /> �<K� <br /> � <br /> _ ' � <br /> _ <br /> . ���,��.� � .....x ... � .� <br /> �-.... � �,.. <br /> � <br /> I <br /> _�� I � <br /> h£_ I <br /> � � - <br /> ' ' -_- <br /> t <br /> � <br /> � <br /> I �c <br /> I <br /> DESIGN STANDARD 24161NTERNATIONAL BUI�[}!NG CODE{IBC}WITH TNE 209�i WASHINGTON STRTE AMENE�MENTS <br /> DESlGN CRIT�RIA POST•INSTALL�C}ANCHORS SPECIAL INSPEC71011 P!2{�taRAM , <br /> _- <br /> _ ; <br /> 1. E}ES1GN A�.L LC7ADS FOR NEW CONSTftUCTION,U�V�ESS NOTED C�IHERWISE. FOR A�tCHORS ON TME�QNSTRUCTION DQCUME�TS NOT NOTEC}WITH A SP�CIFIC PRC}DUGT TYPE OR MANUFACTURER,THE CONTRACTflR SHALL USE _ �._ _. _ _ _�__ , , � <br /> �. ������A�� APPR{�VED ANCNt}RS SPECIFIED IN TNE TP6LE BELC7W. "1'1`PES OF WORK _ -I CONTiNt70US � PERIO[}1C _ COMNIENTS ___ � <br /> � <br /> A. MINIMU�r1 BAGANC��SNOW LC}AD: 25 PSF 1. THE rQ�LUWING PRODUCTS SNALL BE 1NSTALLED P�R THE REQUIREMENTS UF T'HE REFERENCED PRC}DUCT APF'Rt}VALS SHOW[V B�LOW, 11NLESS �____- � _-- � ..___ �_„_ ____._____ _��_______ � �_... �--__�� _ �_ ..--- -_...... ' <br /> � STRUCTUFL4L WELDING __ _ _ _ , <br /> j B. FLAT-RC}OF SNt7W LOAC}: Pf = 25 PSF NQTED C7THERWISE. SII�GLE PASS FfL�.ET�lUELDS NC�T EXCEE�ING .�s _�.__._._ `� � � a <br /> GROOVE WELDS FU�L t�R P�RTIAL PENETRATI�N � � --- J _ _ --- - , <br /> C, SI�4W EXPflSURE�ACTt}R. C� = 0.9 2. NO SU�Sl'ITUTIUNS SNALE.BE MADE FUR PC�ST-INS7ALLE�ANGN�RS SH4WN ON THE CCJNSTRUC7I�JIV DOGU�r1ENTS WITHOUT PFtIOR APF'R�7VAL C)F � ) X ruaH�r�T P�.ar�aa7� <br /> C}. SNCIW LOAD Itv1PC}FtTANCE FACT4R: Is = 1.0 THE cNGINEER C.�r RECURO. SUBSTIT(JTI{7N �tEQUESTS SHALL INCLUOE CALCU�A71C}NS PREPARED AND SEAl.El7 BY A PROFES�IUNAL ENG(N�ER � { I----_ _'�.__ � `rv <br /> , _ _-__ _ _ _- - __ <br /> _ - __ _ ______ - - - _ _ - --_ __._ __ ; ��� .��.���� <br /> E. THERMAL FACTUR: Ct = 1.� REGISi"ERED IN THE STATE (N V1IHICFi THE PROJECT�CCURS, E7�MONSTF2A71N� THAT THE P�t�POSED ANCHQRS HAVE PERFORM�NCE V�L13ES OTHER � ---__ . _-- --_.__----_ --- <br /> EQUIVALENT T�qR HIGHER TFI,�N THt3SE SH�3WN C}N THE Df�AWiNGS. T . _ ---_ ____ ___ ____.__ _ ___._ _ _.__ __.- --. --- ------; -- -- - -- ; ���;ic�ir�a�.���.iv r��.r�: <br /> ' F. SNOW BUI�D-11P: ASCE T _ _ . PER ICCIICBO EUALUATIt7N ,- <br /> -------- -- ------ ___ _ -------- _ -'-----_ _. _.__ __ _.__. ---_ � POST-k�JSTAI.�EDANCNC?RSINC(7NGRETEANC}MASC7NRY ' �REPORTS -- <br /> �-- _... - _ _ --_ _ _ <br /> 4. V�JIND DE�IGN DATA: INTERNATION,�L BUI�aING CC�DF r�SCE 7 i7EM , APPR{�VED PRODUC78 iCC# � . _ ._ ___ _ _ ___ ___ __-- __ _ _ __ __ _ ' ____ ____ i_ . ,._ _ ____ _ _ _--- <br /> _ __ _ _ ___ _ __ __ ____ _- __ - -- - _... RAV�lN ..HEGiCE <br /> ! A. 17LTIMATE DESIGN WII�D SPEED: V��t = 190 MPH -- : __- --.- --_ _...._ --;- ' , <br /> --- ____ _- -_ _- - � t^ � C}: <br /> --. __ _ <br /> ' 8. NCIMINAL C�E�IGN V�1fNd SPE�D: V . - 8a MPH NI�T)KV+11K BC�LT TZ , ESR-1817 SP�CIAL INSPECTION PR4G[�4M FOOTt�10TES: <br /> �sd - i EXr�?,NSION ANCH(7R{Ct7NCRE7E) SI�9PSON STR{�NG���.T 2 E5R-3077 • 1. PRC7VIDc SPECIA�INSPECTION�SPECIAL TESTi�JG,REPQRT�NG ANC}CUMPLIANCE PROCEDURES ACCORDING TC}CHAPTcR 1T OF TFlE 1���t�sfc�t�S ___ _.._._ <br /> C. RISK C,�TE�OEtY: I! ' ; C'�}WERS P�JSNER STUD T S�2 ESR-25Q2 ; �, _ <br /> , . . -- _ �......_--___ ._ ------ ----_ __ _- ---.._r _------- _--- .__----__ _---- _ __.----- _ _ _ ___ INTERNATIONA� S111�DING CQDE WCTH TNE OREGt7N,�TRUCTURAL�PECIALTY CC}DE. ' ' __ _ _ <br /> D. EXPC}�IIRE: B �_. _ ; , <br /> ' HILTI HIT-RE 500-SQ ESR-2322 2. SPE�IA�INSPECTQR�1UALIFICATIONS: DEMONSTRATE COft��PETE�iCE,TC?THE�ATlSFACTI4N OF TNE BUILDING OFFICIA�,�OR INSPECTION OF THE <br /> ; 5. �EISMIC CIESIGN DATA ADHESIVE ANCHOR{CONCRETE) ' HII.TI HIT-HY 200 � ESR-3187 PARTICUI.AR TYPE�F GONSTRUCTION OR OPEE;ATION IN QUE5710N. r s-- - ---� . _ ----- r__ - <br /> ` A. E21S'rC GATEGC�RY: II � ° SIMPSON SET-Xr� ESR-2508 ' � <br /> E _ _.-....._____-.... _ _---..._ �.... �__ _�._ ___..___�.._ __...__.__ 3. PRIOR TO THE BEGINNING OF CONSTftUCTIQhl,REVIEW THE Sf'E�IAL INSPEr710N REC2UIFtEMENTS WITN THE AftCHITECI',ENGINE�R,Bt31Lt7i�G ' _ -{--- -� <br /> B. SE;ESMIC I�VIPORTANCE FACT(?R; le = 1.{} H1L�I'I HUS-EZ ESR-3Q27 � ' flFFICIAL,GEIVE�AL.Ct}NTRACTOR AIVD SPECIAL INSPECTC}RS, _ - � <br /> �� ---�--' -a <br /> C. MAPPED SPECTRAL RESPQNSE ACCELERP,TION PARAMETERS: S� =1.42 g S� = 0.55 g S�REW ANCHOR(GONCRETE} SIMPSON 1`ITEN HD ESR-2713 �I 4. �UTIES t?F TNE SPECIAL WSPECTC?R INCLUDE,BUT ARE Nt�T LIMITED T0: I � <br /> � Q. SITE CLASSIFlCATION: D t P{}W�RS WEDGE Bt�LT+ ESR-2526 ' - � <br /> �.._ <br /> , � A. OBSERVE TNE WORK FC}R CONFt7RMANCE W17N TNE APPROVED PERMIT ORAWINGS AND SPECIFICATIONS. BRIN�DISCREPANCIES TO TNE ;; �� <br /> � - � _. <br /> E. DESIGN SPECTftAt�RESPONSE ACCE�ERATlON PARAMETERS: S�� = 0.95 g S�� = fl.55 g - - ���- uv�_ �-- �- � -- �- IMNIEDIATE ATTENTION OF THE GENERAL CC}tVTRACTOR FOR CORRECTl�N,7HEN,IF i1hlC�RFtECTED,TC??'HE ENGINEER AND TO THE Bt11LDING STANDAI�D PLOTTED SC�LE= <br /> � F. SEIS�r11C DESIGiV CATEG�RY: D C}FFICIAL. �C]�'j"=�'-Q" <br /> � B. FURNI�H INSPECTION REPQRTB FOR EACH INSPEGTIQN TC}THE BUfLDING t?FFICIAL,ARCFIlTEGT,EN�INEER,AND GENERAE.CONTRACTOR iN A g������� �-�-�-��; <br /> c�j GENERAL TIMELY MAN�JER. - - <br /> 4� ^ C. SU�M1T A FINAL REP(�RT STATING WHETNER THE Wt?RK REQUIRlNG SPEGIAL INSPECTIC}N WA8INSPECTED,AND WHETHER THE WQRK IS IN T�J7�L SNELVING ! 8t�5,� LF <br /> 1. THESE STftUCTURAL NOTES ARE A SUf'P�EMENT TO Ti1E SPECIFICATIONS. i�p.;_�S aRE,� 132,78� SF <br /> � 2. SPECIFICATIO�JS AEVD CODES FtEFERENCED IN THESE NOTES ARE THE VERSI{}NS MOST RECENT�Y AD4PTED BY TNE PERtv11TTING AUTHC}RITY. CONFORMANGE WITH THE APPROVED PERMIT DRAWfNGS AND�PECIFICATIQNS. ' a o�c�c;;au;�civc 7s o <br /> 5. DUTIES OF THE GENERAL CONTRACTOR INCLUDE,BUT ARE iV(}T LIMI7ED T0: <br /> � 3. VERIFY C�IMENSIONS ANa CON�ITl4NS WITH TH�AftCHITECTURA�DRAWINGS. FIELD VERIFY DINiENSIQNS AND EL.EVAT(ONS REIAT#VE T(}TNE �,AS� S I�RE 1?.a,��� �` <br /> EXISTING STRUGTURE PRIOR TO FABRICATION OF MATERIALS. A. N�}TIFY SPECIAL INSPEGTQft THRT WQRK IS REAQY Ft3R INSPEGTIQN AT LEAST 24 HtJURS B�F4R�Ii�SPEGTICIN!S REQUIRE[�. - � ^ <br /> � B. MAINTAIN AGCESS TC�W(}RK REQUIRING SP�CIAL INSPECTIQN UNT1L IT HAS BE�N(��SERVED AND INDICATED TC}BE IN CONFORMANCE BY THE I�����A�Itiv� � 2'Oa�, ,�� <br /> � 4. FOR FEATURES OF CC7h1STRUCTIaN NOT FULLY SHOWN,PROVEDE TH�SAME TYPE AND CHARACTERAS SHi�WN FOR SIMILAR CtJNDiTIONS,SUBJECTD C K U T I L I T Y y-� 5 2 5 5 F <br /> TO REVIEW BY THE ARCHITECT AJUD STRUCTURAL�NGINE�R OF RECQRD. SP�GIAL INSPEGTC}R AN[7 APPROVED BY T NE BUILC11NG O F FICIA�., � � <br /> � 5. APPLY,PLACE,ERECT QR INSTAL�ALL PR(7DUCTS ANE}MATERIA�S IN ACCQRDANCE WITN THE MAIVUFACTURER'S 1NSTRUCTIONS. C. PROV�DE TFiE Sf'ECIAL WSPECTOR WITN ACCESS TQ APPROVED PERMIT DRAININGS At�tD SPECIFIGATIONS AT TNE JOB SITE, GRO�� BUILDIRIG <br /> � 6. AQEQUATELY BRACE STRUCTURE AND A�.L.STRUCTtIRAL COMPC}NENTS AGAINST WIND,�ATERAL EARTN AND SEISMIC FOF�CES UNTIL THE D, MAINTAIN JC}8-SITE C4PIES OF Al.L REPORTS SUBMITt'ED BY 7HE SPEGIA�1hlSP�CTOR. `���,��� �'� <br /> �? PERMP�NENT tATERAL-FQRCE RESISTING SYSTEMS HAVE BEEN INSTAL�EG�. �� ������������ <br /> � 7. �aUBMITTALS: A. C{}NTINUOUS INSP�CTIdN: THE SPEGIAL INSPECTpR IS t?BSERVING TFiE WORK REQUIRENG SPEGIAL INSPECTIC�N ATALL TIMES. ������ ����� <br /> � ' <br /> `� A. SUBMIT SHCIP DRAWINGS FC}R: B. PERIODIG 3NSPECTIC7N: THE SPECIA�INSPECTOR IS ON SITE AS REQUIRED T4 CQNFIFtM THAT TNE WC}ftK REQUIRING SPECIA�INSPECTION fS IN ����I��' <br /> � � CQNFt�RMANCE. <br /> . 1. STFtUCTURAL STEEL ; STEE�PaCKAG�ID <br /> . B. SUBMIT SHOP DRAWING�PRf�R TC}F�iBR1CATI0IU OF MATERIAL. ; NO� A��IIC�E�I� <br /> � � SPECIAL TESTING REQUIREMENTS <br /> ,� _..... <br /> _ , , <br /> � 4 1. 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