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<br /> �'i�OJ�Ct l�l��'i�tl1� N � � �
<br /> ItNE PURPOSE OF THES� DRAIUINCzS It TO SNOUJ tHE DETAILS NECESSARl' TO BRAGE tNE � � v y
<br /> i E X I S t I N C x B R I C K M A S O N R'r' A N� G O N C R E t E M A S O N R I' U N I t I U A L L S A�t E R A �I R E O C G U R R E D o � ;�
<br /> 'a' 82'-S"f B C � TO THE BUILDINCs. TNE BRACINCx U11LL BE INStALLED IN tUJO PHASES. T4-IESE DRAUJINCsB SNOIU = �
<br /> g��_0��t 32�_g��t I TI-IE DETAILS NECESSARY �OR PHASE I OF tHE BR,4CINCx. DRAUJINC�S FOR PNASE II IUILL BE �' , .
<br /> l�) AT 10'-f�" O.G.t ASPHALt GOMPLETED AND SUBMIttED AFtER ADDItIONAL INFORMAtION IS DEtERI'1fNED ON SItE ONGE > z � �' v
<br /> 2 i LO�DINGz tHE PNASE I BRAGINCx NAS BEEN INStALLED. PNASE I AND II IUILL CONSISt OF tNE � � u Q � � `�
<br /> tS2 �oLLOWINC:: S 3 Y m � W o 3 N
<br /> I — .��.——��— ';,� 2 °� o�J � � v=i � °
<br /> T HP ASE I - REMOYE tNE EXIStINCs MEtAL SIDING �ROM tNE EXtERIOR BUILDINCz UJALLS. � '� z o � � g z
<br /> i � � INSTALL A W�4LER AND BRaCiNCx SYStEM FROM THE EXTERfOR OP tNE BUILDINCx AS SNOUA�1 m g o � � o � o� !
<br /> � / ON tNESE DR4lUINCxS. tNE BR4GINCs t-IAS BE�N DESICxNED t0 RESISt tHE GODE-REQUIRED N � „ Y T v
<br /> I I 1 UJIND LOADS OF 7NE 2fd15 INTERNATIONAL BUILDINCx CODE �IBG) AND 50g'o OF tNE v v � o � a v
<br /> � � / C O D E-R E Q U I R E D S E I S M I C L O A D S O F T H E 2 0 1 5 I N T E R N A t I O N A L E X I S T I N C s B U I L D I N C s C O D E � a v � o o �-� 3 �
<br /> � � I I � CIEBC). 50% OF tHE SEISMIC LOADS ARE BEINCs GONSIDERED DUE t0 tNE SNORt-tERM � v 3 � a o v � � ° � �
<br /> � Y 1 D U R A t I O N B E F O R E P N A S E I I I S G O M P L E t E, t H E I E B G A L L O W S E X I S t i N C x B U I L D I N C x t 0 B E � N o � Q � o v �-�
<br /> I Q I � �E51GzNED FOR 'i5�'o OF tHE CODE-REQUIRED LOADS OF tNE IBG. ONCE GONStRUCtION OF
<br /> � � I / PNASE I IS GOMPLETE AGCESS SNOULD BE LIMItED TO GONStRUGtION PERSONAL UJORKING� Z
<br /> �� W � ,
<br /> f- Q � ASPHALt ON THE INST�4LLAtION OF PHASE II BRAGINCx.
<br /> � N I �� I PARKINCs NOtE: PNASE II DESICxN AND SUBMIttAL WILL BE COMPLEtED AFtER PHASE I IS
<br /> � z Iz � GOMPLETED. �
<br /> i IO � � *
<br /> �L U � PHASE II - YERIFY AND EVALUAtE tNE EXIStINCs �LOOR CONNEGtIONS t0 tHE BRICK AND V �
<br /> EX15tING� CMU I � I / GMU WALLS AND PROVIDE StRENCxtHENINGrt AS REQUIRED. BR4GINCs FOR THE INTERIOR � }
<br /> IUALLS i � BRICK MASONRY UJALLS IUILL BE INStALLED AND ADDItIONAL BRACES UJILL BE INSt,4LLED �, � ° `� 0 0
<br /> « � � ; � � � >
<br /> 0 FIRE DAMAC-�ED 1U00D � 1 j t0 SUPPORt tHE EXtERIOR IUALLS ON tHE INSIDE OF TNE BUfLDINGs t0 RESIST tNE �ULL o -; o U � � o � g
<br /> ' FRAMED UJALL I I / GODE-REQUIRED LOADS O� t4-IE IEBG.
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<br /> i I I �ROM A StRUCtURAL 87ANDPOINT, LIMITED AGGESS t0 tNE FIRSt �LOOR MAY BE PERMITTED
<br /> i I / ONGE PNASE II OF tHE SHORINCs HAS BEEN INStALLED. � .
<br /> � ---�----� ''
<br /> AGCESS SNOULD BE LIMItED t0 PERSONNEL WNO UNDERSTAND tNE NAZARDS ASSOCIATED �
<br /> � CONG. SIDEUJALK WItH FIRE DAMACsED BUILDINCxS. ANYONE lUHO ENtERS tNE BUILDINCx SHOULD DO SO UJItN o^
<br /> 2 � DUE GARE AND C,4uTION, ONLY DURINCz DAYLICsHt HOURS ANp IN C�OOD IUEATHER �,�
<br /> 3 C O N D I t I O N S C I.E.t L I C x H t I U I N D S A N D R A I N, E t G.). A G G E S S T O t H E B U I L D I N C s S H,4 L L B E � '
<br /> tS2 I PRONIBI'tED DURINCs MODERAtE TO HICxN IUINDS OR NEAvY R4fN/SNOUJ. � S^ ,
<br /> � � UJORK tNlS DRAWINCz, 7HE HAZARpS INGLUDE, BUT ARE NOT LIMItED TO, tHE FOLLOUJINCx: i o
<br /> SNOUJN SNADED �
<br /> � • DEBRIS GOYERS MUGN OF tHE FLOOR AREAS, CREATINCx tRIPPINCx NAZARDS. N�
<br /> - - - - - - - _ _ _ • THERE ARE BOARpB WItH EXPOSED NAILS WITHIN THE BUILDING�, o
<br /> " ���I'r'�' ,L�1� • UJEt CsYPSUM CEILINCs FINISNES WItNIN TNE BUILDINC; MAY F,4LL WItNOUt NOtIGE. - u
<br /> 0 �.'"° �` v
<br /> � ANYONE ENtERINCs tNE BUILDINCs �4NYlUNERE SNOULD 4-{AV� NARD HAtS, PROPER FOOTIUEAR
<br /> cA AND PROPER El'EUJEAR, AND BE UNDER tHE DIRECt SUPERYISION OF tHE PERSONNEL tNAT
<br /> cv THE INFORI`1ATION ON THfB SfTE N.4VE GONTROL OF THE SITE (I.E. FIRE DEPARTMENt, GONtRAC70R, OtaR�IER, OR OUA�IER'S N "
<br /> �I�� �L�� ��� PLAN IS SCI-IEMAtIG AND NAS NT). N T THAT U MM N ATf N A O O NOT A T NTIA M�
<br /> � � �� BEEN DERIvED FROM tHE SItE �E O E O R RECO E D O S B 1/E D DDRESS PO E L m„
<br /> SGALE: 1 = 30 -0 � P�AN INFORM�4TION ON RECORD NAZARDOUS M,47ERIALB l I.E. �4SBEST08, MOLD, EtCJ tNAt MAY BE ENCOUNtERED WNEN P� i '� � '' � �M
<br /> UJItH SNOHOMISH GOUNTY, AERIAL E N t�R I N C x A F I R E-D A M A C x E D B U I L D I N C s. N O R E M O v A L O F D E B R I S O R O t H E R G O N S t R l,1 C t I O N �„
<br /> 2 � PNOtOCsR4PHS �4ND SfTE VISIt. UJORIG SHOULD BE PEI�ORMED IN tNE AR�A DURINCx tNE TIMES UJHEN GONtENTS ARE BEINC; �°'
<br /> TS2 REMOYED. ��
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<br /> e o S�'fi�l,�Gtl,��L 1�10�'�S �3
<br /> ' EXIStINC�s 3-WYtHE
<br /> ODE � ,,.��z; � �
<br /> 0 0 BRICK MASONRY tNE INtERNAtIONAL BUILDINC� CODE (IBC) 2015 EDftION N�
<br /> 0 WALLS
<br /> Q �AtERAL LOADS IBASED ON ASCE �):
<br /> �
<br /> ,` WIND D�SICsN DA7A:
<br /> y,3fack
<br /> - PARTIALLY GOLLAPSED UJIND SPEED llfd MPI-4 J Service�enter
<br /> � BRICK MASONRI' WALL IMPORTANGE �ACtOR 1.0 '
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<br /> EXPOSURE B
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<br /> � SEISMIG DESICsN GAtECsORY D �,�Sox
<br /> $DS 0.861 Judd&
<br /> � tS2 Black Park � �'�' ..,, �, _. '
<br /> e �
<br /> LAtER4L �ORGES ARE TRANSMIttED FROM TNE IUALLS t0 CsRADE WItH DIACsONAL BRACES. �o yti � o ��
<br /> , �'
<br /> = StRUGtURAL t MISGELLANEOUS StEEL: " '. .. . _ '. � * f `�'�cj+�,�F��� � -=-�
<br /> 0
<br /> � STRUGtURAL CxRADE AS71`1 A36 Fy = 36,000 P51. ALL FABRICAtION t ERECTION SNALL BE IN � j�r.._-
<br /> � AGGORDANCE UJITH THE LATEST EOITION OF AISG "ST��L CONStRUGtION MANUAL." "t� � *
<br /> �
<br /> 5��� �
<br /> �
<br /> ALL WELDS SF�ALL BE 3/16" MINIMUM GONtINU0U8 F(LLE1' W�LDS USINCx AWS DI.1 CLASS E'10 ELECtRODES � �
<br /> UNL�SS NOtED OtHERlUlS�. ALL WELDINCs SNALL BE PERFORMED BY IUELDERS GERtI�IED Bl' WABO.
<br /> �
<br /> �j STEEL BOLtS: - � �' "'� •
<br /> O ALL BOLtS AND tHR�ADED RODS SNALL BE AS'i'M A3f�7 UNLESS NOTED OtH�RIUISE. ANCHOR RODS � ' �.. p � Z Z
<br /> � SHALL BE ASTM FI554, CsRADE 36. �. Q Q � .
<br /> �,.
<br /> � MECNANICAL ANGHORS ISPECIAL INSPEGTION REQUIRED): ``,`' ''' " �� � ` � � �
<br /> F- MECHANIGAL ANCHORS FOR AttAGNMENT t0 GRAGKED OR LINCRAGKED CONGR�T� S4�ALL BE TItEN � � �
<br /> � ND HEAvY DUtY SGREW ANGNORS BY SIMPSON StRONCx-tIE, INC. (ICC-ES R�PORt "1113), UNLESS NOt�D �
<br /> � � � � �
<br /> � OTHERWISE ON tN� PLANS. ANGF�ORS SH�4LL BE INStALLED AS RECOMMENDED Bl' TI�E , ,,, � � � �-
<br /> � � M,4NUFACtURER __ _ � �
<br /> ts2 � � 0 ADNESIVE FOR ,4NGNOR BOLtS INStALLED IN BRICK (SPEGIAL INSP�GtION REGiUIR�D): Y ����� I � ��I- _ _ � � `
<br /> � ADHESIvE FOR AtTAGI�MENt t0 BRfCK MASONRY AND NOLLOUJ CMU SNALL B� SIMPSON StRONC�-tIE NO SCALE = = � � Q X
<br /> 4 A T (A C R l'L I G T I E) A D I�E S I v E I I G C-E S R E P O R t �1 9 5 8), U N L E S S N O t�D O t l�E R I U I S E O N t N� P L A N S. A S A N Z � � � �
<br /> ALTERNATE USE SIMPSON SE7 EPDXY ADN�5IYE (IGC-ES REPORT �IZZ2), I� tHE TEMPER4TURE WILL �
<br /> � ,� � �''.�' �� �0.: ��593��5�m�9�0 � ��
<br /> EXIStINCi 3-IUYTNE BRIGK REMAIN ABOYE �0 DECaREES OVE�IIC�Ht. BOLtS SHALL BE •StAINLESS St�EL� ALL-tHREAD ROD � Z }-
<br /> MASONRY UJALLS ANGNORS, UNLESS HOtED Otµ�RUJISE ON tHE PLANS. ��593(p(p�j- �Q��$�� � � � -- O !
<br /> HOLE DRILLINCx ANp PREPARAtION AS WELL AS INS7�4LLAtION O� ANCNORS t0 BE IN AGCORDANG�
<br /> ��593�0��✓����P�O .� Z � � Z
<br /> tEMP. WALL BRACE, tYP. WITH SIMPSON'S PRIu7ED INSTALLATION INStRUGTIONS. BRIGK tEMPERATURE MUST BE 0 DEGREES OR ��5936�5���5�� � f ` � � Q
<br /> NICsNER At tfME O� INStALLAtION. INStALLAtION OF ADNESIvE ANCNORS SNALL BE PERFORMED Bl' ��593��54��3�1 c �OI v �
<br /> � P E R S O N N E L G E R t I F I E D B Y a N A P P L I C A B L E C E R t f F I C A t I O N P R O C s R A M t N A t I N G L U D E S I U R I t t E N A N D � �j � � � � r
<br /> 2 x2 x6 CONC. �GOLOCsY PE�ORMANCE t�StS IN AGCORDANGE WITF� tNE AGI/GRSI ADHESII/� ,4NCHOR INStALLER a�- Z ��•
<br /> BLOGK, TYP. CERtIFIGAtION PROC�RAM, OR EQUIYALEN7. ����L D�SC��P I �0�: q
<br /> SIDEIUALK EDCxE -- � �
<br /> ADHESII/E FOR ANGHOR BOLtS INStALLED IN GMU (SPECIAL INSPECtION REQUIR�D): SWALUJELLS 2ND ADD BLK 65� D-�0 - LOtS 9 E I(d �
<br /> � � ADNESIYE FOR AttACNMENT TO CxROUt-FI�LED CONGREtE MASONRI' UNIt CGMU) SNALL BE �uuu���,,,���
<br /> ts2 tS2 SIMPSON STRONCx-tIE At-XP �4GRl'LIG ADHESIvE IIAPMO UES REPORT �'281), UNLESS NOtED � �
<br /> OtHERUJISE ON TNE PLANS. BOLtS SNALL BE ALL-tI-IREAD ROD ANCHORS, UNL�SS NOtED Z
<br /> l'1) At 10'-0" O.G. SIM. OtNERIUISE ON tHE PLANS. W
<br /> I-IOLE DRILLINCs AND PREPARAtION AS IUELL AS INSTALL�4TION OF ANGHORS t0 BE IN ( ,
<br /> .�L � '
<br /> ' AGCORDANCE IUItH SIMPSON'S PRINtED INSt,4LLAtION INStRUGtIONS. GONCREtE MUSt BE v
<br /> 50 -� 32 -8 DRl' AND TEMPER4TURE MUSt BE i� DECsREES OR HICsNER At tIME OF INStALLATION. �
<br /> GONtAGT ENCsINEER I� tHESE SftE CONDITION GANNOT BE ACNIEVED. tHE MINIMUM � �
<br /> COMPRESSIVE STRENCaTH OF CONGRE7E SHALL BE 2,500 P5f AT TfME OF INStALLA?ION. � �
<br /> INStALLAtION OF ADNESII/E ANCHORS SHALL BE PERFORMED BY PERSONNEL GERTI�IED BY - - _ . �, , ,�� ��
<br /> AN APPLIGABLE GERtiFICAtION PROC�RAM tH,4t INGLUDES WRIttEN AND PE�ORMANGE /l�1��F('1 �n� �� U w
<br /> ���LD ��� f��I�l ��� tEStB IN AGCORDANGE WITN tNE ACl/GRSI ADHE511/E ANGNOR INSTALLER CERtI�IGAtION a Z
<br /> SGALE: 3/32" = 1'-m" PROCsR4M, OR EQUIYALENT. �► � �1
<br /> � � }
<br /> StRUGtURAL LUMBER C�RADES AND SNEAtNING R4tINCxS: � � 4
<br /> ALL LUMBER SNALL BE CsRADED IN ACGORDANGE WItH CURR�Nt UJWPA STANDARD CsRADING Rl.lLES � �
<br /> FOR WEStE�I LUMBER USE tHE FOLLOWII�Cx SPEGIES AND MINIMUM CsRADE: A � � �
<br /> �. � a ,� -
<br /> � �x WALERS I��M-FIR "I Fb=9�5 PSI OR "2 Fb=850 PSI �
<br /> ��E�.�:: 0
<br /> � � '7 � Q m
<br /> � �
<br /> MISGELLANEOUS: �—�-���\�
<br /> GONtRAGTOR SNALL vERIFY ALL DIMENSIONS AND GONDItIONS IN T4�E �IELD. REPEtItIvE FEATUR�S �,��, , _ ����:j� �
<br /> MAY BE DRAU�I OR GALLED OUt ONGE, BUT SHALL BE GOMPLETELY PROvIDED AS IF DRAU,A�I IN FULL.
<br /> ALL U10RKMANSNIP SHALL BE OF tHE NICxI�ESt QUALItY AND fN AGGORDANCE IUItH MANU�AGtURER'S
<br /> REGOMM�NDATIONS AND INDUStRY STANDARDS. PROYID� tEMPOR4RY BRACIt�ICs AS REQUIRED UNtIL �
<br /> ALL PERMANENT GONNEGtIONS AND STIFFENINCsS NAvE BEEN INStALLED.
<br /> � �� �
<br /> ,4LL INFORMATION ON THIS DOCUM�TIT
<br /> IS THE EXGLUSIVE PROPERTY OF �
<br /> P,4GIFIG ENCxINEERINCs TEGHNOLOCsIEB, ING. .�
<br /> O COPYRICaHt 2m18 `� _
<br /> >>/2/20�8 Job No. �82�06.00
<br /> 18266.wd.TS1.dwg
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