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<br /> � I�O� S: S I i��.FC��l�f�tL �O 1 �S: WO�G tNiB PE�"Ilt, ��O��C� I �t���J�� I Y � �
<br /> SHOU,R�I SHADED
<br /> CsENERAL CONDITIONS: �€
<br /> 1. DO NOt SCALE DRAUJINGS. tNE INtERNAtIONAL BUILDINCx GOpE CIBC) 2015 EDItION AND TNE 2015 INtERNAtIONAL � tHE PURPOSE OF tNESE ORAUJINCxS IS t0 SNOW tHE INStALLAtION OF A NEW BEAM AND tU10
<br /> EXISTINCx BUILDINC� GODE IIEBG), UJItN tNE STAtE OF WASHINCstON AMENDMENtB. • - . - �'� .-=" POStS t0 REPLAGE DEGAYED WALL �RAMINCs At �AGN OF tNE TlUO GOYERED PORCNES At
<br /> 2. REPEtIt11/E FEAtURES MAY BE DRAUJN OR GALLED OUt ONGE, BUT SHALL BE : _ _ sss2a'�n'�. � THE BROOKD�4LE SENIOR LIYINCs HOME. TµE OUJNER HAS ELECTED TO REMOvE TI�E ORICsINAL
<br /> a'1�°� � DOOR, UJINDOUJ AND SGREENS AROUND TNE EXISTINCs PORCH AND t0 LEAYE TNE WALLS OPEN.
<br /> COMPLEtELY PROVfDED AS IF DRAUJN IN FULL. LIVE LOADS: I � �
<br /> ROOF SNOW LOAD 25 PSF ' ? � 3°'t3 TNE EXTERIOR FRAMING IS t0 BE GOl/ERED WItH 5/8" tYPE 'X' CxSB t0 REtAIN tHE ONE-NOUR
<br /> 3. ALL UJORKM�4NSNIP SHALL BE OF tNE NICzNEST QUALITY AND SHALL BE IN , ;� ' r i �
<br /> AGGORDANCE 1U17H ALL MANU�AGtURERS' SPECI�ICAtIONS, DIREGtIONB AND A r A C A a '1-I : � , , ;� � ; � o � RATINCs. NO NEW FRAMINCs IS t0 BE REPLAGED IN A WALL BEtWEEN NEAtED/I,INNEAtED
<br /> R E C O M M E N D A t I O N S. t H E U J O R K S H A L L A L S O B E I N S T R I C T C O N F O R i'1 A N G E U J I t H � E R AL LO DS B SED ON SGE 0) � , SP.4CES. NO ADDITIONAL CNANCsES ARE BEINCx REGOMM�NDED.
<br /> INDUStRY STANDARDS AND COMPLY WItH SOUND ENCsINEERINCs AND GONStRUCTION UJIND DESICsN DAtA: � � �� � � ,
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<br /> PRAGtIGEB. tHE GONtRAGtOR SNALL REPLACE PORtIONS OF tHE I N S t A L L E D L U I N D S P E E D 1 1 5 M P N I � ;r� � �� ' NO REvIEIU NAS BEEN MADE OF THE ADEG�UAGY OF tNE EXIStINCs UNDAMACsED FRAMINCs �
<br /> '` � � `� MEMBERS A7 TNE PORGNES. NO REI�IEW NAS BEEN MADE OF tHE REMAINDER OF tNE �
<br /> ;,,� .� � , . � s.__
<br /> UJORK tHAt DOES NOt MEEt tHESE REQUIREMENtS At tNEIR EXPENSE. IMPORtANCE FAGtOR l.m *e � � ' �-
<br /> RISK CAtECsORI' III i ` 5 ' � �� v BUILDINC�. �
<br /> �. ALL WORK SNALL BE PE�ORMED IN ACCORDANGE WItN APPLIGABLE PEDERAL, EXPOSURE C ; ^--
<br /> ---. � ARGNITEGtURAL DETAILINGs SUGH AS, BUT NOT LIMITED t0: ROOFINGs, EXtERIOR SIDINCs,
<br /> StA7E AND LOCAL L,4WS, AND IN AGCORDANGE WItN CURRENt GODE TOPOCsRAPNIGAL �AGtOR 1•� ~� � �
<br /> REQUIREM�N78. `� � ! , . � �'�"'f - . ,.,--.-.----- . � � FLASHINCx, YENTILAtION, WINDOWS, DOORS, INSULATION, YAPOR RETARDERS, MECNANIGAL,
<br /> WIND PRESSURE ON WALL 21 PSF �- �f � ELEGtRICAL, EtG. IS NOt INGLUDED IN tNESE DR4UJINCsB.
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<br /> 5. tHE GON7RACtOR SNALL GOORDINAtE ALL REQUIRED LOCAL JURISDICtION ,� _ ,:^, Z
<br /> INSPECtIONS AND SPEGIAL INSPECtIONS. TN� GONtRAGtOR SHALL PROI/IDE ADHESIYE FOR ANGNOR BOLtS: � - � � •� . �:� ` � ��
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<br /> GOPIES OF tNE iNSPECtION REPORtS t0 PAGIFIC ENCsINEERING tEGNNOLOCsIES, ING. QpNESIvE FOR AttACNMENt t0 GRAGKED OR UNCRACKED GONCREtE SNALL BE � ± '-� �
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<br /> AND OUJNER SIMPSON StRONCs-tIE At-XP ACRI'LIC ADHES(YE (1,4PM0 UES REPORt �'263 �OR � " � ' =� �--- � '��^ -�����' �fj�r�k��,���+yc "°'" " �j c�1
<br /> CONGRETE, UNLESS NOTED OTNERWISE ON tHE PLANS. BOLtS SH�4LL BE GAL�/ANIZED ..,Q.J N r' t ':- � t���>>E�,���y 5�������� '
<br /> 6. ALL NEW �4ND/OR REPLACEMENt MAtERIALS SNALL BE EQUAL OR BETtER IN KIND ALL-tNREAD ROD ANCHORS, UNLESS NOtED OtHERUJISE ON tNE PLANS. � � � Apanmenl Homes a � 0
<br /> � q Siiver Lake Center �
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<br /> AS EXIStINCx MAtERIALS. � 1 � N ' `�' ''� _
<br /> � 110th St SE 110th St SE t�OM St SF u •
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<br /> ) t0 BE NOLE DRILLINCx AND PREPARAtION AS U1ELL AS INStALLAtION OF ANGNORS t0 BE IN � . � _ � �` ; _ � �, � � z � � 0 0
<br /> �. M E C N A N I C A L A N D E L E C t R I C A L U I O�G l A S R E Q U I R E D �O R R E P A I R U 1 0 R K Q G G O R D A N G E W I T N S I M P S O N S P R I N t E D I N S t A L L A t i O N I N S t R U G 7 1 0 N 5. G O N G R E t E M U S t ..�1 ' _._... � �
<br /> ITS AND SHALL BE BIDDER DESIGsNED. MEGNANIGAL � ` - � , , �' � b '��:T"` ' ',� ( ' ` __ _ � � v o � L o M a
<br /> FILED UNDER SEPA�RAtE PERM
<br /> B E D R Y A N D T E M P E R A t U R E M U S T B E 1 4 D E C x R E E S O R H I C s N E R A T t I M E O F I N S T A L L A T I O N. (f 1 , . ' g �-''�°,�,,1 -�-�..;,`..j • . �� � ''. 1 � ,,2,h5•sE „�,Mqsf a U o U � E o - �
<br /> A N D E L E C t R I C A L R E P A I R D E S f C s N T O B E P E R F O R M E D B�' L I G E N S E D A N p Q UA LfFI E D G O N t A C t E N G I N E E R I F t N E S E S I t E C O N D I t i O N G A N N O t B E A G N I E I I E D. T H E M I N I M U M �; ` •� � ' � }�Z�n s�s E A rt e s i a y n e�.a k e
<br /> ' � $ .��� � .. -_ s������t,weA� Q � b r
<br /> M E C H A N I G A L A N D E L E C 7 R I C A L G O N t R A C t O R S. A L L N E W M E G H A N I G A L W O R K S H A L L COMPRESSIvE StRENCs t H OF G O N C R E t E S H A L L B E 2,5 0 0 P S I A T t I M E O� I N S t A L L A t I O N. /� ' �ti P� F
<br /> GONFORM t0 THE REQUIREMENtS OF tNE SEAttLE OR UJASHINCxtON StAtE ENERCsI' � ;`•/`''� "��,, � ' "`'''"`" � T�+orm an a. �'
<br /> I N C 7 t A L L A T I O N O F A DH ESI V E ANGNORS SNALL BE PERFORMED Bl' PERSONNEL TRAINED ' � � .� SullivanPark � �-, ' ' " " "" Aparn-���
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<br /> GOD E. t N E G O S t O� S U G N M E C N A N I G A L P E R h 1 1 t S S N A L L B E I N C L U D E D I N t N E B I D. � � I � � � � � � g
<br /> t0 INSTALL ADHESIYE ANGHORS. INSt,4LLAtION O F AD H E S I Y E A N G H O R S S H A L L B E `
<br /> PERFORMED BY PERSONNEL CERt(FIED BY AN APPLIGABLE CERtIFICA710N PROCsRAM / '� � '.I�, • I I�'; '"°�` °� � � ,� o ��Ren�a�te��Par��' � �
<br /> 8. CONTAG7 tNIS OFFICE Al' C206) 281-'f500 IF ,4NY ADDItIONAL DAMACsE IS FOUND tHAT INCLUDES WRIttEN AND PE�ORMANGE TEStS IN AGGORDANGE WItN tNE ACl/GRSI � , � !`` ' �:'„ 1 �
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<br /> OUtSIDE THIS SGOPE OF WORIG DURINC� DEMOLItION OR ANY VARIAtIONS TO THE ADI-IESII/E ANCNOR INStALLER CERTIFIC,4tION PROGRAM, OR EQUIvALENt. � �T,� �s�as �`` ; j � ,,, t �`ij� �,,,;;; i'I l� "' �"" '5-�'
<br /> SItE OR EX(StINCs BUILDINCsIS) ARE FOUND DURINCs TNE CONStRUCtION UJORK. � I r ' . , �+ t _ o�
<br /> . ' R=159'6.53 �� .� ( ,.�.:.,..-._.•_.r•' '�' L j �7� I � � '��
<br /> AS AN ALTERNAtE, USE SIMPSON SEt-XP EPDXY ADNESIVE (IGC-ES REPORt �'2508 FOR ' � De1�°a���°'�03 •�- "� '�°`-"'" �`''�~ �� 'd.E�� - ' `�,�'S"` �
<br /> SITE GONDItIONS SAFEtY AND DEMOLItION: � � ; � • �: __.� __.___ ..__ . . .
<br /> t ACtO SNALL BE SOLELI' RESPONSIBLE FOR TNE CONDITIONS At TNE GONCREtE AND IAPMO UE5 REPORt °265 FOR CMu) IF tNE tEMPERAtURE WILL REMAIN � �� �-'�`- - '� � ° � gN
<br /> 9. THE CON R R . � + t � � ��
<br /> JOB SItE, INCLUDINCs tNE SA�Etl' OF ALL PERSONS At tHE JOB SItE DURINCs tNE AB01/E 50 DEGREES 01/ERNICsNt. ' � � � � 1 p�p�CAT�N 7' t� k;��' - ^
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<br /> PERFORf'1ANGE OF tHE UJORK. tH15 REQUIREMENt SNALL APPLY GONTINUOUSLl' AND � � ' �=�a•o� .� r ` �
<br /> NOT BE LIMItED t0 NOi�I'1AL UJORKINCz NOURS. SCRElUB: � ' ,, �''� R=u.00 � r , � ., , `' k �
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<br /> A�N S GURItY MEASURES SGREWS SHALL CONFORM t0 ANSI/ASME StANDARD BISb.I. � ' ; , � N
<br /> A G t,4BLE SAFEtY D E " s3�ss. "�ru's5'�rr �Y �
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<br /> Im. tHE GONtRACtOR SHALL PROvIDE G EP SCREIU DIAMEtERS SNALL BE AS FOLLOWS: _ �, _ , � � � . _ _ � � �
<br /> AND SHALL MAINtAIN SAFEtY AND SEGURITY A? tHE JOB SItE DURIN�s tNE ENtIRE r �a.3�' __. . ti -�- . � ""�`�ws���'°" ��?�i�����E �
<br /> N0.8 0.16�" DIAMEtER � _w_.�..__._ _..__�.__ �" .. __---- � , �
<br /> GOURSE OF tHE PROJ�GT. .. _ -_�_ ... __._.�. __._ _._ __-_. _ " p,�` " �
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<br /> NO.10 �.190" DIAMETER ' " - � ��nP " �
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<br /> 11. tHE GONTRACtOR SHALL PROvIDE TEMPORARY BARRICADES AND OtNER FORMS NO.12 0.21�0" DIAME7ER �-- -• _.. 1.AKE-HE�G�'iTS DRIVE . S''� M
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<br /> OF PR07EGtION t0 PROtECt tHE PUBLIG FROM INJURY DUE 70 DEMOLItION AND REFERENCE DRAUJINGS POR MfNIMUM 3CREl1J LENCsTHS. ' "� ( •" ��� �tAke��
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<br /> REPAIR UJORK. BARR�GADES ARE TO REMAIN IN PLAGE AFtER DEMOLItION UJORK 1 N�
<br /> HAS BEEN GOMPLEtED AND 7HROUCzHOUT THE DURATION OF tNE UJORK. NAI : �� b �, ���,:c�st �o
<br /> N,4ILINCs SNALL BE IN AGCORDANGE W/ FAStENINCx SCNEDU�E tABLES 23-25 IN IGGES THE INFORMAtION ON tHIS SItE PLAN HAS BEEN I N �
<br /> 12. tHE GONtRAGtOR SNALL RE,4SONABLY SECURE SCAi�OLDINCs, UJORK ARE�48, EVALUAtION REPORt ESR-1539 PREPARED FOR TNE IN1'E�IAtIONAL StAPLE, NAIL ANp OBTAINED PROM TNE 51tE PLAN SUBMITtED AND �
<br /> BUILDINCs MATERIA�LS AND tOOLS FROM AGCESS t0 tNE PUBLIC At ALL tIMES. _ __ �L
<br /> tOOL ASSOCIAtION (ISANTA). ALL NAILS SHALL HAYE STANDARD SIZE ROUND NEADS PERi'11ttED WItN 7NE ORICsINAL GONStRUCTION =_ � o
<br /> UNLESS NOtED OtHERIUISE ON TNE DRAWINCsS. NAIL LENCxtHS AND DI AMET ER S S N A L L B E ���� ��„��� == D O G U M E N t S F R O M 1 9 9 8 A N D O U 1 N E R P R O Y I D E D Y�C I���� M�� _ _ �3
<br /> 1 3. t H E R E Q U I R E D A N D/O R IM P LIED DUTY OF P�4CI�IG ENCxINEERiNCs TEGN NO LOCs I E S, I N C., ,q g �O L L�: S C�4 L E: 1" = 6 m'-m" _ _- I N F O R M A t I O N. N O S G A L E = - T������������-�������,������� ��
<br /> t0 GONDUGt GONStRUGtION REYIEW OF tNE GONtRAGtOR'S PERFORMANGE DOES 1 0 d 3" x 0.1 3 1" D I A.
<br /> NOt, AND IS NOt INtENDED t0, INGLUDE REVIEUI OF tNE ADEQUAGY OF tHE »d COMMON 3" x (d.1�8" DIA. NO GHANCxE IS PROPOSED t0 THE EXIStINCs BUILDINC: r FO R 7 N E I S S U A�l G E O� N
<br /> GONTRACTOR'S SAFEtY MEASURES IN, ON, OR NEAR TNE GON8TRUGTION 817E. �OOtPRINt. /��+ ��+ �I �=���,��t'��ORKS,MECHANICA`�, �1��
<br /> 14. tNE GONtRA�CtOR AND tHE SUB-GONtRAGtORS SN,4LL YISIt tNE SItE t0 RE1/IEIU ALL NAILS EXPOSED t0 U1EAtHER OR IN C
<br /> ONtAGt UJItN PRESSURE TREAtED UJOOD 1'''�t�7S�SSO� �7 I�O.% �03SI�J��I2�J�J S��p�,�SSION,ELECTRlG.^-.��i'
<br /> tHE EXIStINCs S17E, BUI�DINCx GONDItION5, AND FEATURES, INCLUDING�, BUt NOt SHALL BE NOt-DIPPED GALV,4NIZED PER AS'I'M A153. t t ���,r�Ru��G PFRMITS.
<br /> LIMITED TO: GR4DE8, DIMENSIONS, ACCESS t0 THE UJORK, POUJER ACGESS, ����� ��SC�I I- I �0�: �
<br /> ST,4�sINCa, RE�USE DISPOSAL, MATERIAL StORACsE, E7G. � ICxHT GAUCsE FRAMINCx GONNEGtORS: SEG 29 tU1P 28 RCxE m5,GLL OF LOT 9 PLAt OF UJESt vIEIU t tH PtN OF CxOVT LOt I DAF - GOM �
<br /> CxINS LOGATE AL L NOtATIONS ON DRAWINCxB RELATINCx t0 FRAMINCs CLIPS, JOIST HANGsERS AND OTHER At NE GOR OF NWl/� SD SEC tH N89��8 29W ALG�s N LN SD SEG 1319.54FT TO NE GOR SD C�OY1' ,�.`�'�0 1 �
<br /> 15. IF ANY EXG�4VAtION IS EXPEGtED, BEFORE UJORK BE GONNECtINCs DEvIGES RE�ER TO CAtALOCs NUMBERS OF CONNECtORS MANUFACtURED
<br /> UNDER�xROUND UtILITIES Bl' GONtACtINCx "CALL BEFORE 1'OU plCx" �4t gY tHE 51MPSON StRONC�-tIE GOMP�4NY, DUBLIN, CALIFORNIA. EC�UIYALENt DE1/ICES BY LOt 1 TNS00•0m 53E ALCx E LN SD CzOY'I' LOt 500FttN N65�20 29UJ 289.28FT 7N S39•55 31UJ Gj ti�
<br /> 1-Sf�0-424-5555 OR 811. I�FT TH N65E20 29UJ 141FT ?O TPB 7H N24�39 31E 91.49FT TN N65•2m 29U1 355b2 FT TAP ON ELY �,'� ,,
<br /> Otl-IER M�4NUFAGtURERS MAY BE SUBStItUTED PR01/IDED tHEI' HA1/E ICC-ES LN OF tR CONYYD t0 SNO GOBY I�EED REC M,4Y 13, 1902 AF NO '11'1m9 TH S�0f0m mOIU ALCs a' s °'
<br /> A � APPROVAL FOR EQUAL LOAD CAPAGITIES. CONNEC70R8 SNALL BE FAS7ENED TO TNE SD WLY LN �25.82FT tAP ON NLY MC;N OF LAKE NEIGsHtB DR AS SNOWN oN PLAt OF WESt o � M �
<br /> 16. ALL WORK SNALL BE PERFORMED DURINCx NORMAL BUSINESS NOURS DEFINED S ��MINCs MEMBERS USINCs tHE NUMBER AND tYPE OF FAS7ENER5 CALLED POR 6Y vIEIU tN S58•53 55E ALCs NLY MGN OF 5D LAKE NEICsNTS DR 216.0�FTt0 SlU COR OF LOt 9 SD �, ��
<br /> 8:m0 A.M. TO 5:l�0 PM., MONDAl' 7HROUCsN FRIpAY, UNLESS OtNERIUISE ACiREED t0 MANUFACtURER
<br /> BY tNE CONtRACtOR AND OUJNER IN ADYANCE, OR IF LOCA�L JURISDICtIONAL PLAt 7H CONT 858� 53 55E ALCx NLY MGxN OF SD LAKE HEICaHTS DR145Ft t0 SE COR SD LOt ,J '�y,�s
<br /> REQUIREMENtS DICtA7E DIFFERENtLY. tNE StACsINCx OF tNE UJORK MAY GOMMENCE 9 tN GONt 558+ $3 55E ALCs NLY MCsN OF SD L�4KE HEICaHTS DR60Ft t0 SlU COR OF LOt 8 SD f.I�r , Q�
<br /> 30 MINUtEB PRIOR t0 tHE �4CxREED E�4RLIEST StARtINCs tiME. STRUGtURAL LUMBER CxRADES AND SHEATNINCx RAtINCsS: PLAT tN N�LO•06 05E ALG lU LN OF SD LOt 8 DISt 85Ft t0 NW GOR SD LOt 8 7H N30�08 01E
<br /> UJEEKEND AND HOLIDAY UJORK SHALL BE GARRIED OUt ONLY UPON UJRfTTEN ALL LUMBER SHALL BE GRADED IN AGGORDANCE UJITN CURRENt U1lUPA STANDARD 285.78Ft t0 tPB LESS ADD'L RNJ TO CITY OF E1/E PER SIUD REG AFN 980'1200602
<br /> GONSENt Bl' tNE OUA�IER. tNE GONtRACtOR SHALL REQUESt APPROV,4L OF SUGH GRADINCs RULES FOR UJEStERN LUMBER USE THE FOLLOUJINC: SPECIES AND MINIMUM
<br /> U10RK NOt LESS tNAN 'i2 NOURS PRIOR t0 THE GOMMENGEMENT OF WEEKEND OR GRADE: ' f t }�
<br /> NOLIDAY WORIC Sf'T�� I ��J./�X CA
<br /> STUDS t GOLUMNS HEM-FIR "2 Fc=1300 PSI OR StUD CsRADE Fc=800 PSI SNEEt 1 PROJECt NARRAtivE, VIGINITY MAP, A85ESSOR'S No., �EGAL DESGRIPti�l. SNEEt `
<br /> I�. tNE CONtRAGtOR SHALL GOORDINAtE U11tN TNE OIUNER FOR � DESIC�NAtED AREA �ALL PLAtES t SILLS HEM-FIR "2 Fbi850 PSI �
<br /> tH St0 E O� MAtERIALS, EQUIPMENt A,ND _ _ INDEX, SI7E PLAN AND NOTES O � Z
<br /> UJItNIN tNE SftE t0 BE USED �OR E R�4Cs P05tS AND tIMBERB NEM-FIR "1 Fc-850 PSI OR "2 Fc-5�5 PSI
<br /> tEMPOR4RY GONStRUCtION OFFfGE BEPORE GOMMENCINCs UJItN tNE UJORK. TNE SHE�t 2 PARtIAL PLAN AND SEGtIONS
<br /> SECURITY OF THE MAtERIALS, EQUIPMENT AND TEMPORARY CONSTRUCtION OFFICE GUARDRAILS WEStE�I GED�4R "2 Fb='IfdO PSI SNEET 3 $EGtIONB � � � n
<br /> StORED ON-SIT E I S 7 N E R E S P O N S I B I L I r Y O F t N E G O N t R A G t O R ' I �f t
<br /> A L L S N E A t N I N C x S H A L L B E A P A P E R F O R M A N C E R A t E D P A N E L S. S N E A T N I N C x S N A L L B E ��.F����I�l� D� 1 �% - � � ,j.
<br /> 18. tNE GONtRAGtOR SI-4�4LL PROVIDE ITS OWN DUMP3tER FOR CONSTRUCtION DEBRIB. PL1'UJOOD OR ORIENTED STRAND BOARD (OSB). BOND GLABSIFICATION SHALL BE �" � � �
<br /> 'EXPOSURE I' UJNERE PROTEGtED FROM TI-IE UJEAtHER. BOND CLASSIFICAtION SHALL BE JURISDICTION: GITI' OF EVERETt
<br /> N T M ORARY 'EXTERIOR' UJNERE EXPOSED, SUGN AS EA1/E ANp SIDINCs APPLIGAtIONS. ALL ABUttINCx ORIGINAL CODE: 1994 UBG UJItN StAtE OF UTASNINCztON AMENOMENtS � U �
<br /> 19. THE CONtRACtOR SHALL BE RESPONSIBLE �OR DEMOL1710 , E P CODE CFOR REPAIR WORK�: 2015 INtERNAtIONAL EXIStINCs BUILDINCx CODE CIEBC) � ((� �
<br /> BRACINCs, METNODS, TEGNNIQUES, SEQUENGES AND PROCEDURES IN CONNECTION PANELS 81-IALL NAYE I/8" C�AP.
<br /> IUItH tNE StAtE OF UTASNINGTON AMENDMENtS . �
<br /> UJItN tHE UJORK.
<br /> U100D PROtECtION / tREATMENt: ZONINGs: B-2B - OFFICE Q X
<br /> OYERLAY: NONE �
<br /> 20. tNE GONTRAGTOR SNALL PROVIDE TEMPORARl' BRACING� OR SUPPORT TO ALL LUMBER IN CONt,4Gt UJItH CxROUND OR GONCREtE OR EXPOSED t0 tHE ELEMENtS OGCUPANG`r' CORICsINAL 1994 UBC): PERMfttED MIXED USE OGCUPANCY Z � � �
<br /> PREYENT MOYEMENt OR SEttLEMENt OF StRUGtURE AS NEEDED IN AREAS BEING�s SNALL BE PRESSURE-tRE�4tED (NOtED P.7.) IN AGGORDANGE UJItN AIUPA StANDARD UI.
<br /> REPAIRED. IUINCx MINIMUM AUJPA USE GAtECxORIES: IPER ORICxINAL DR4UJINCsS) r�-- �.Ll
<br /> USE tNE FOLLO LC-� - RESIDENTIAL UJINCx � � ,'� �"'
<br /> B - GENtR/�L OFFICES AND SER1/ICES U � � '-' O
<br /> 21. COORDINA7E ALL DEMOLITION AGTIvItIES UJItN tHE OU�IER OR �OMEOUA�lERB' I R OR/ AMP �UJOOD SILL PLATES): UC2
<br /> CONSTRUGtION T1'PE: C1994 UBG� 1/-I HOUR � � � �-- Z
<br /> REPRESENTAtIvE.
<br /> CONStRUCtION tYPE: 12015 IBG): 1/A O � ,_j � n
<br /> CONStRUCtION: PAINt ALL SGARS, Gl1tS aND DRILL NOLES WItH A UJOOD PRESERVATIYE tNAt IS SPRINKLERS: 1'ES -�
<br /> StORIES: 1 ..� � U � ,"�"� � ���
<br /> 22. ALL SUCN PRODUGtS AND MAtERIALB SNALL BE INStALLED IN A,CCORDANCE UJITH COMR4TIBLE IUItN 7HE GNEMICALS USED �OR TI-IE PRESSURE 7REATMENt OF TNE U100D. SQUARE FOOTACsE IORICsINAL�: 30,'i50 SQ. Ft. PERMItTED ��' ��� �� 5 �; `'� � '-
<br /> � N YATI S FOR FIELD tREA'I'MENt SHALL MEEt tNE REQUIREMENTS OF AUJP�4 � ��'f `"�' Y°=� '�:° � � Z � �
<br /> TNE MANUFACTURER S RECOMMENDAtIONS AND INSTALLAtION INStRUGTlO S, PRESER YE SQUARE FOOtACxE REPAIR: 556 SQ. FT. l2 LOCATIONS At 228 SQ. Ft. EA.�� f . ; c�
<br /> I N D U St R1' StAN DARDS AND GODE REG�UIREMENtS. STANDARD M�. ; l
<br /> 23. PROYIDE FLASHINCsB FOR EXtERIOR BUILDINCx COMPONENtS IN AGCORDANGE UJItH U AMINAT UM �� J A� ' 8 ���� �-�-�,� �
<br /> IBG CHAPtER 1�. �� D ,
<br /> DOUCxLAB FIR-L�4RGN GRADE 2�-v� CFb=2�0� PSI) �OR SINCsLE 5PAN BEAMS. ALL `^��r�' 4�EYE�"�� = ; �
<br /> G i L U L A M M A T E R I A L S S H A L L G O N F O R h 1 TO tH E REQUIREMENTS OF ANSI/AItG AI90.1 AND Pp`�"'�z fi��,, 4< �
<br /> BE StAMPED IUItH AN AItC QU/�LItY MARK OR AN APA-EWS tRADEMARK. ADHESIVES (�/ W
<br /> USED IN tHE CsLULAM MANUFAGtURINCx PROGESS SHALL GONFORM t0 AITG 405 FOR WEt "`j � Y �r C U��'� y +�- u}j
<br /> USE ADNE811/E5. GLULAM MEMBERS SNALL BE MANU�AGtURED �ROM DOt.t�sL�4 S F IR � � +~ O �
<br /> LAMINATINCs LUMBER. ALL BE.4MS SHALL NAVE ZERO CAMBER UNLESS NOtED
<br /> OtNERIUISE. MEMBERS NOt EXPOSED t0 YIEW IN tNE COMPLEtED UJORK SNALL BE � (�/
<br /> INDUStRIAL APPEARANGE CzR4DE. � +�
<br /> �
<br /> EXtERIOR IUALL SNEATI�-IINGz: �
<br /> APPLY PLl'UJOOD/OSB TO MATGN EXISTINGs EXTERIOR UJALL SHEATHINGs TNIGKNESS � �
<br /> C1/16" OR 15/32" MIN.) NAILED t0 STUDS IUItH Imd COMMON NAILS At 6" O.C. At ALL -� � �
<br /> SUPPORtEO PANEL EDCsES AND AT 12" O.G. ALONCx INtE1�"iEDIAtE SUPPORTS. ALL Permit#: 81812-017 '� � n
<br /> PANEL EDCxES SHALL BE BAGKED UJItH 2" NOMINAL OR IUIpER FRAMINCx. �
<br /> Site Address: 2015 LAKE HEIGHTS DR SE ~
<br /> _
<br /> Owner: ALTERNATIVE LIVING SVC INC � l'1
<br /> GYPSUM SNEATHINCs BOARD: Tenant: BROOKDALE SENIOR LIVING-SILVER LAKE W
<br /> APPLl' 5/S" 7YPE 'X' CxYPSUM SHEAtNiNCs BOARD IDENSCsLASS CaOLD OR EQUIVALENt) App. Date: 12/14/2018 � _W
<br /> NAILED t0 5tUD5/�RAM(NCx WItN 1 7/8" LONCx G�ALY,4NIZED ROOFINCs NAILS At �" O.C. Proposed Use: Z Y
<br /> Description: FRAMING,WEATHERPRO��OFIi G��,APqI�TO O `i
<br /> SPECIAL INSPEG710NS: COVERED PORCHES �3, Z 1`i/r� � � } �
<br /> ADNESII/E/EPDXY ANGHORS CGONTINUOUS) - tABLE I'1�53 ` � `
<br /> FOR CONtINUOUS SPECIAL INSPEGtION OF ADNESIYE/EPDXY ANGNORS, tNE SPECIAL ��,��� �� ' � � (� � � � 0
<br /> Reviewed By: �~ -'�✓ Cate:�
<br /> INSPEGtOR MUST BE ON tNE JOBSITE GONtINU0USL1' DURINCs ANGNOR INS7ALLAtION t0
<br /> �Office Set !ob Si Set ___Fire;Plannmg 5et
<br /> VERIFI' ANCNOR tYPE, ADHESII/E IDENtiFIGAtION AND EXPIRATION DAtE, ANGHOR "
<br /> DIMENSIONS, CONCRETE TYPE, CONCRETE GOMPRES811/E STRENCxTN, HOLE DRILLINCx
<br /> METNOD, NOLE DIMENSIONS, NOLE CLEANINCs PROCEDURES, ANGHOR SPACINCx, EDCsE
<br /> DIStANGES, CONCRETE tHIGKNESS, ANGNOR EMBEDMENt, tICxHTENINCx tORC�UE AND �
<br /> ADNERENCE t0 THE M�4NUFACtURER'S PRINTED INStALLAtION
<br /> ALL INFORMATION ON TH18 1�OCUMENT
<br /> IS THE EXCLU�IVE PROPERTY OF �
<br /> PACIFIC EAK�INEERINrs TEGHNOLOGIES, ING. N
<br /> O COPYRIC�NT 2m18
<br /> � Job No. 18284.00
<br /> �2/�3/2o�a
<br /> 18284.wd.1.0.dwg
<br />
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