|
, � � � �
<br /> ' �
<br /> � ��y �'
<br /> � �
<br /> � MI���`
<br /> '1
<br /> '�1 .
<br /> RCNITE�TI�RAL DESIG�I
<br /> ASS(�C1�1TES, P�
<br /> �G� E�[.��L ��f''r T C`� 222� Ev�rett Avenue
<br /> E �.1 � � Suite #201
<br /> E Everefit, INA. 9$201
<br /> Ph �25,259.066�.
<br /> �F� ��` a2: 1��v
<br /> DIVESIdN 1: GENERA�REQUIREMENT� DIVISfC}N 7: THERMAL AN�?MOiSTURE PRC}TECTION . ,
<br /> ' PRO.�ECT SHALL CON�ORM T(� 2�15 EDITI{}N flF THE I.B,C. AN[�A�l.CODES LISTED ABcJVE OR t}F AUTHQi2ITIES HAtli�lC l. NEATED BUICDING ENVELOPES SHA��Ct7NFORM TO THE WSEC. PRESCRIPTIVE METNt�[�t7R BY ENERGY AfVAE�YSIS.
<br /> "�✓'`"`,r""'�.r'~,�`v,"`-�f"`ar---�,,r`--,�--. -.�-"~�r--`�.�"-«v"'ev""`�„"",�y""'� �`ti.�"'""� `,r"""�!"`�""`"`,r`""`�,�""�.,
<br /> JURISDICTIC}N. 2. FACED BATT. INSUI�Ti{�N Tt� BE STAPLEp AT FACE.
<br />' C�ESIGN CRITERIA: {UNLESS NC7TE[}4THERWISE;) 3. PROVIDE 4 MIL. INTERIC}R VAPOR RETARRER f�R APPROVED PVA PAINT. AIR BAI�RIERS(WSEC C�#Q2.5.1)
<br /> R00� 25 psf{16DL �- 25L�.} 4. PRt}VIL�E EXTERI�R MO�STURE BARRIER MEMBRANE (TY1/EK QR EQ)C}VER EXTERIC}f2 SHEETING. A CUNTINUC}US AIR BARRIER SHALL BE PE2C7VI�ED THROUGf�t�UT THE BUILRING TMERMAL ENVEL{�PE. � � �� ,
<br /> 5. �XTENt�WIND BA�FE�E 12"ABOVE ATT'IC INSUt.ATIC}N TC�MAINTAIN MINIMUM J."CI.ERR AIR SPACE. AIE2 BARRIER CC}NSTRUCTIC}N (WSEC C402.5.1.1); 1-�- 3-, Ca�
<br /> AL�EXISTING E�IMENSION A�iD CC}fVDITIONS SHA�� E3E FIELD VERIFIED ANY DESCi2EPA1�CiES SHALL�E REP4RTED Tt} 6. I€�SUtATION SNAI�L NC}T E�E COMPRESSE[}. � 1. TNE AiR BARRIER SHA�.L 8E Ct7NTiNt1{�US FC7R ALL ASSEMBIIES THAT ARE THE THERMAI.ENVELC}PE C}F THE BUILbItUG AND � � ��
<br /> ARCHITECT TMMEDZATEC.Y. 7. WRAP WATER NEATERS WITH POLY FACED R 16 BATf. WATER HEATERS SHALL�EET THE REQlJIREMENTS ANfi�SHALL BE S4 ACR4SS THE JQINTS AND ASSENIBLIES� � � � �...�
<br /> , 3. DC} N{�T SCAt�E DRAUIlINGS. MANY C{�MPQ�t�NTS AND RELATFC}€USHIPS ARE DIAGRAMMATIC A�D Dfl NOT YIELD LABELEC}. �. AIR BAi2i�iER 3{�INTS AND 5EAMS SNALL B��EAL.ED,IN�LUDING SEALING TRANSITIC7NS IN PLACES AND CMANGES IN � Q ¢�
<br /> ACCUE2ATE I�IMENSIONS. 8. PROVIDE R-10 RIGIQ INSULATIt}N AT SRSE C7F WATER HEATERS IN U�INEATEC7 SPACES. MATERIALS.
<br /> 9. II� UCVNEATEC7 SFACES WRAP CC3NDITIflEVIEUG SUPPLY UUCTS WITH R-8 iN�IILATIt�Nr WATER PIPES WITM R-3. 3. PENETRATIONS tJF TNE AIR BARRiER 5H��L BE CAULKED, �ASKETEa OE2 OTHERWTSE SEALED IN A MANNER COMPATIB�.E WTT'H � ��
<br /> 10. INSULATE EXHAUS7 DUCTS IN UNCaNDITIONED SPACES TC} R-4. THE CC}NSTftUCTION MATERIALS ANE7 LQCATIflN r� � �
<br /> DlVISIt3N 2; EXiSfi1NG CC}NDiTIONS 11. NON-RECIRCUTATTON H4T AND C�LD WATER PIPES LOCAI"ED IN UNC�NDiTi(�NEL}SPACE SHALL B�II�SUTATEC}TO R-3 MINIMUM. � 4. RECESS�[7 LIGHTING FIXTURES SNALL CC?MPLY WI`TH SECTI�N C4t}2,5.8. WHERE SIMIIAR OB�ECTS ARE INSTA�LED WHICH �
<br /> 1. CONTRACTflR SNALL VERIFY ALL EXISTING CC}NIE7TIONS ANC} DIMENSiONS PRIQR TQ CONSTRUCTIC}N. ARCNITECT PENETFtATE THE AIE2 BAiZRIER, i'ROViSIC7NS SHAL.L SE MAC?�TO MAINTAIN THE TNTEGRTTY�7F TNE AIR BARRIEkt.
<br /> SHALL BE N4TIFIEC?IMMEDIATELY C}F ANY DISCREPANCIES,OMIS�IC}NS t�R IRI�GULARITIES. 5. C{)I�STRUCTIQN DOCUMENTS SHALL�t}NTAIN A 17iAGRAM SH4WING THE BUILDING'S PFtESSURE B4tJNDARY AND A
<br />,t DIVISi�N 8: DPENINGS CALCULATIC�N �7F THE AREA C}F THE PRESSURE BQUNDARY T(J �E Ct}NSIDERED IN TN�TEST. These plans are the
<br /> C�IVISIQN 3; CONCR�TE 1. PROVI[�E PERMANENTL.Y MARKE[�SAFTY GIAZIN�AT THE FQL�C7WING La�A1`IaNS: cc�pyrighted material
<br /> i. ALL�C}4TING5 SHALL BEAR ON UNDISTURBEE�SOIL WITN BEARING CAPACITY(�F 2,Q00 PSF MIN. a. IN A,NY OPERABLE DO{}FtSj SWrNGING C}R SLIDING. B�tILDING TES7 WSEC C4C�2.5,1.,2
<br /> 2. EXTERIOR FdOTINGS SMALL BEAft C}�l NQN URGANIC UNDISI'URBED Sdi�,A MINIMt1M OF 1'-6" BELdW GRADE. b. ALL WINDOWS WITH 24"AR�QF �ITHER VERTICAE.EDGE OF A CL45ED [tf ARCHITEC7URAL
<br /> THE COMPLETED BUILDIEUG SHALL BE TESTED ANC?TFiE AIR LEAKAGE RATE dF THE BUILL}ING ENVEL(�PE SNA��NOT EXCEED{�.40 �i�T� Q� ��1IER�T;C DESIG� ASS4CIATES,
<br /> 3. CotvC�ETE SHa�.� �� ��c = z50o ps�w�a r��nflMUM 5 11z��SACKS P��t Ct���C YARC� MIx. c. WHEN TNE BC}TI'4M EDGE C7F THE UVINDaW IS WITNIN 60"ABbVE THE FLOCIR CF(�JFT2 AT A PRESSURE DIFFEREN"CIAL OF 0.3 IEVCHES WATER GAUGE (2,0 i�/� * M2 AT 7S PA}AT THE UPPER 95 PERCENT ��v������ ��r� ����i�` P.S, any plans tF�at do -
<br /> 4. REINFORGING STE�I.SNAL.L BE ASTM A-615, CRADE d. AS�iSTED SEFARATEL.Y IN NOTES BE�.OW. CONFIpENC� I(VTERVAL I�1 ACCORDAN��WITH ASTM E 773 C}Ft AN EQUIVALENT METHOQ APPR4VED BY TNE C(3aE UFFiCIAL. � r�ot bear an architect's
<br /> 40 - #4, GRADE 60- #5 t�R LARGER. 2. ALL PENETRATIO�lS THROUGH FLC}{�(tS OR CEILING SHA�L BE CAIJ�KED ANC?SEALED. �., TEST SMALL. BE AGC{�MPLISHEf� US�NG EITHER{1) BC77H PRESSURIZATIC7N AND L7EPRES5URIZATI{��i C}R{2) PRESSURIZATIt}�l �
<br /> S. CtJVE� REINFOEtCING STEEL WITH 1 1/2" OF C�NCR�TE. 3"WNEN P4U�ED IN DIRECT CC}NTACT WITN EARTH. 3, EGRESS WINDOWS SHALL HAVE A SI��NEIGHT Q� Na MORE THAN 44"ABt}VE FINISH FLt�OR stamp signed in blue
<br /> � ALC}NE, BUT NOT i�EPRESSURIZATION AL4NE. THE TEST R�SULTS SHAI.L BE PLpTt�Ed AGAIEUST THE COR�2ECTED P IN ink are unautht�rized
<br /> ' 6. VERIFY THAT FQUNE}ATI4N VENTS DC} NC7T INTERFERE WTl'H STRUCTURAL HARDWARE C7R SYSTEMS. 4. AN ESCAPE WINL�(�W FS REQUIRED FRt7M A��BAS�MENTS WITH HABITALBE SPACES. ACCORaAN�E V+IITN SECTTt�N 9.4 UF ASTM E ??9.
<br /> p QNfS10N 4: MASUNRY
<br /> 5. OPENINGS FRROM A PRNATE GARAGE AND RESIaENCE SHALL BE 1 iJ2° MIN, THICK�ESS, S(�LID-CURE, WITN SELF CLC3SER AND 2. 'CHE TEST PR�SSURE RANGE �HAl.L BE FRC7M 25 PA T(J 80 PA PER SECTIC}N 8.10 QF AS1'M E 779 BUT THE UPPER L.IMIT SHALL C4pies and may be it�
<br /> LAT�H. HflNEYCC?MB STEEL DC?C?R C}R 20 MIN. LABELE�D{}OR MAYBE USED. Nt}T BE �ESS THAN 5� PA, AN[�THE aIFFERENCE BETWEE�i 7'HE UPPER ANd t�C}WER LIMIT SHAI.L NC?T BE �ESS THAN 25 PA. -�����(�(�GU����S�AV�N�1����
<br /> 6. EXTERtC�R OPENINGS EXPOSED TQ THE WEATHER SHAL�SE FLASFi�D IN StJCN A MANER AS MAKE TNEM WATERPRt�C}F. t ��O�t�NE IS�UANC��F � violation of Copyright
<br /> DIVISIC?N 5: META� 3. I�THE PRESSURE EXPO�JENT f� IS LES5 THAiV 0.45 4R GREATER THAN 0.85 PER SECTION 9.6.4 0�ASTM E 779,THE TEST SHA�.� AP(�t;G�� faws.
<br /> 1. Rt7flFJVALC.EY& RC7UFjV�RTIG4L �URFAC�S SNA�L BE �LASHE[� Sc CGUNTER FtASNED WITH MIN. 2�GA, GA�VANIZEC?. 7. GLA�ING AD.]ACENT TC}STAIRWAYS WITHI3� 6Q INCNES HORIZt}�1TALLY OF THE BC}TTQM C7F THE TREAD C}�A STAIRWAY I(V ANY BE RERUN WITH A[?aITIONA� R�ADINGS OVER A LC}NGER TIME INTERVAE., �lSlak 1i'1�tC�RKS �A�CHA�1�',�_, :_���
<br /> 2.ALL EXPC}SEC7 METAL SHALL BE HQT pIPPE[�GALVANIZED. DIRECTIC7N UVNEN TNE EXPOSED SURFACE OF THE GLA2ING
<br /> , IS �ESS TFIAN 60 INCHES ABOVE TNE NC}SE OF THE TREAD. A REPURT THAT INC�Ui�ES TF1E 1'�STE[}StJ�FA�E AREA, FI.Ot}R AREA, AIR BY VOL.UME, STORIES ABt}VE GRA[3�,AN[3 LEAI{AGE RATES S��Pkik:.��IQ����-��!���G!",'_�M'.
<br /> SHALL BE SUBM3T("ED TO TFfE BtlI�DING C?WNER ANt�THE CQDE dFFICIAL. IF THE TESTED RATE EXC�EC�S TNAT DEFTNEQ HERE A �t�t�`'����'t�"�������,
<br /> DIVISIC?�i 6. W40Q, F�.ASTICS AND C4MPQSITES $. GI�1SS SHQWER AND BATHTUB ENCLC}SURESJHQT TUBJSAUNA w/ BOTTOM EC}GE L�ESS THAN 6{}"ABC}VE FLOOR L7RAIN. itIStJAL INSPECTIC}N flF TNE AIR SARRIER SHAL� BE Ct}NDUCTED AND AI�Y LEAKS NOTED SHALL BE SEALEd T{�THE EXTENT r
<br /> 1. D�FERREb SEJBMITTAI. Ft}R TRUSSES 5NAI�LBE SUBMITTEd TC}THE BUILDI�fG DEPARTMENT FC}R REVI�W AND APPRQVA�.. �AFTEY GI.AZING IN AN iNDIVIDUA�FIXE� C}R C}PERA�L� PANEI�, TNAT MEE`f5 A�L QF THE FOLLC3WING Ct�NaITIQNS: pRACTICABLE. AN AC�E}�TIQNAL REP{}RT II?ENTIFYING THE CC}�[2ECTIVE ACTIC}NS TAKEN T�SEAE.AIR LEAKS SNALL BE SEIBMITfED TC?
<br /> 2. ALL SCALED TRUSS DRAWINGS SHAL� BE REVIEWEC� BY TNE ARCHITECTJENGINEER t7F RECORD PRI4R T{7 SUBMIT�fAL TCl TNE �. �X�'�������A OF AN ItUDIVIDtJAL PANE GREATER THAN 9 S.F.. THE BUILDING OWNER ANC}THE CODE C�FFICIAL A�1D ANY FURTI�ER REQUTREMENT TC} MEET TME LEAKAG�AIR RATE WILL BE
<br /> JURISDICTIC7N Ff3R THEIR REVIEW ANb APPR4VAC. b. EXPOSEI3 BQT�'4M EDGE LESS TMAN 1$INCHES AE3QVE THE FL.UC}R. WAIVEC}. .
<br /> 3. AL�LUMBER SHALI.BE PER WWPA STAN[}AR[�S: c. EXP{�SED TOP EDGE GREATER THAN 36 TN�HES ABOVE THE FLOOR.
<br /> JC}I�TS&RAFTERS HF#2 QR SETfER d. ONE QR MC?I�E WALKING SURFACES WITHIN 36 INCHES H4RIZC.�NTALLY C}F THE P�ANE OF THE GI_AZI(�G. aU{�RS AND ACCESS C}PENINGS (W�EC C402.5.4} �
<br /> SRWN BEAM� HF#Z QR BETTER 9. ALL ATf�ICS SHA�� EfAVE A 22"x30" MIN.ACCESS wJ M�NIMUM 30" HEA[�RC}C7M,ACCESS SHA�L HAVE B�TNSULATED wJ WEATHER €?OflRS AND ACCESS OPENI�GS FRQM CtJND3TIC�NED SPACE T{�SHAFTS, CHUTES, STAIRWAY�ANQ E�EVATOR�.t7BBIE5 SHA��BE � �
<br /> GE�ULAM BEAMS 16f or 24f-V4 per plans STRIPPING. GASKETED, WEATHERS7RSRPED C}R SEALED. Q
<br /> MICR�LAMS 1.9E 1q. CRAWL SPACE SMALL.HAVE A 24"x18" MIN. M4NIT�REQ AIIT��ATlC ���� � �
<br /> I1. EGRESS WIN�t�WS, WHE€2E REQUIRED, SHA�L HAVE A MIN. NET C�.EAR QPENING �F
<br /> PARALIAMS 2.OE AIR LEAKAGE-TMERMAL ENVELOPE (WSEC C402.5) n q� �g t-�-�
<br /> COLUMNS NF#1 4R BETfER 5.7 S,F. , MIN. �1ET C�.EAR HEIGHT C}F 24"AND A NET CLEAR W�[?TN t}F 2{}". THE TN�RMAL ENVELQPE{}F BUILDINGS SNALL CflMPLY WITH SEGTIC}�!S C4Q2.5,1 THRC}UGH C402.5.8. �����T�11� �{�T�� ��QU�1��� � �
<br /> 2. TRUSSES SHAL� BE DESIGNECt BY A LICENSED WASNINGTU�1 STATE EN�INEER. �-.�'�.r���._..,r �'~�.m..�'�.,.�.�'< �'�._..✓'°� ��...i~•�. �.w-'~•�✓'���vr>...,.r......�'*..� ��P������[����6�l����� � F••��t
<br /> 3. WC7QD IN RIRECT C4�I1"ACT WITH EARTH C?R MASONRY SNA�L BE PRESSURE TR�ATED. W .
<br /> -3 4. EXTERi4R CtECKS SHALI� BE CGNS7RUCTED C}F PRESSURE TREATEC�UR DECAY RESISTANT W0C7D. ���[������ ������� ��QUIR�� ..�I �
<br /> 5. PR4VIDE SC7�ID FiRE BLOCKIN�AT STUL75 OVER �.{�', ROQF(WALG INTEf25ECTI0NS. .. I
<br /> • 6. A�E.IVAI�IIVG TO BE PER ENGINEER'S NC}TES C7R PER 2ti12 I.R.C. �-- Q
<br /> H (,�!
<br /> 7. ALL STRUCTURAL PANEL COMPONENTS, WITF{IN THE CC7Nt}ITIC�NEC7 SPACE, SUCN AS PLYWC}OC7, PARTICLE BaARD, WAFER BQARt3 � �
<br /> AI�D O.S.B. SHA�� BE IDENTIFI�C}AS"EXPC7SURE I"C}R"EXTERIOR" .
<br /> 8, HANt�RATLS TC} BE 1 1/2" TO 2". Pl�AC�[7 1 1/2° FROM WAI,I.&34"-36"ABQVE TREAfl NC}SING, REfURN Tt}WALG, HAN€�RAI�S Tt} „�
<br /> EXTEN€� 12" BEYC}ND TOP AND BOI�TC}M C}F STAIFt TREAD.
<br /> 9. GUARE}RAIL.S SHALL BE 36°ABC}VE FL�OF�IN A��RESIDENTIA�4CCUPANCIES.
<br /> ttl. GUARC7RAILS SNAL�BE CQNSTRUCTED SO THAT A 4" DIA. SPHERE CANI�OT PA5S THRf�UGN INTERMEDIATE MEMBEi2,
<br /> � 11. CI..AZING IN GUARQRAILS SHAL�BE{)F SAFETY GLAZING.
<br /> �
<br /> ��� �CJL L��E� D �C�D� f�E��RE�1��� PRC:3JE�T I � F�}RMATI{�N PRC�JE�T DI
<br /> F�.��TC�R� DRAWIN� � I� DE�C
<br /> � DETAIL NUMBER IN`fERNATfONAL B�JILDING CQDE, 2015 EDITION &WAC 51-50 SCOPE 4F WORK. ADDITIQN {�F LEASABLE �EISINESS SPACE, 1 ST�RY W1TN ARCHITECT: ARCNITECTURAL QESIGN A�SdCIATE�, P.�. � .
<br /> DETAIL REFEREN�E: INTE�NATIONAL EXISTIN��IJILDiN�C�}�E,2Q15 EDiTlON�WAC 51-50 15 NEW PARKING SPAGES & LANDSCAPING. 8�11[.DlNG JAMES THON�A�, ARCHITECT TITLE
<br /> D1 SI�EET NUM�ER INTERNATI�NAL MECHANI�A[.CC�DE,2015 ED�TION&WAC 51-50 �FIE�.L wlINSULATiON ONLY, NO P�UNIBING OR HEATING MATTNEW SCNREIFE�S, PR4JECT MANAGER �
<br /> ANSI A117.1-2009&WAC 51-50-00� T0,1 TITLE SNEET1DR�lWING lNDEX .,...
<br /> lNTERNATIQNAL FIRE CODE,2t1�5 EL�ITIQ�1&WAC 51-50 UNITS. T.I. REAaY 222� EVER�TT AVE S1"�#1Q4
<br /> B�JI�DING SECTIUN � SECTIC}N__� NATIONAI�E�EGTRICAL CUDE,2014 EDITION 8�WAC 296-468-�10 �QUARE FC�4TAGE 3,80(}S.F. LEA�EABLE BUILDING SHELLNG EVERETT, W��820� CIVI� J °�'t„�`
<br /> REFERE�CE: � 1�N1�ORME�PC.�l�1BING CODE,2��5 EC7ITION,WAC�1-5fi&51-57 PH: {425} 259-0661 FX; (425} 252-6911 u� "� �
<br /> SHEET NUMBER BY 07HERS- SEPARATE SUBMITTAI, � =��'
<br /> WASNINGTON S1'ATE ENERGY CODE,2015 EDlT10N&WAC 51-11 (C, R,APP��EDIX� OGCIJPANCY GROUP. B- BUSINESS J7HUMAS c�r ARGM-DESIGN,NET MATT a�ARCN-DESIGN.NET � � � �
<br /> CITY UF EVERETT DESIGN&CONSTRUGTiON SiANDARDS&SPECIFI�ATIONS ARCHlTECTURAL a 43 � �
<br /> � �VERETT STOR�]WATER MANAGE�ENT MANUAL CLIENT 1{}INNER: 1lAN WlNKLE PR(�PERTI�S LLC ri r,?�, ° �
<br /> BY ARGHITECTURAL DE�IGN � C° �
<br /> EVERETT MUNICIPAL C{�DE,TITLE 19 ZQNING CC3NSTRUCTION IYPE: VB - NON-SPRINK�.ED 3620 BR�ADWAY ASSOCIATE�, P.S. ;� � `c.�' � -
<br /> A EV�RE�'T W�982Q3 c �.
<br /> INTERIOR E�EVATION a � NON RATED C�N�TRUCTIC�N, w(EXC�PTI�N �F NdRTf� � LL � �,
<br /> REFERENGE: � BUILDING Vl1ALL TU BE 1 HOUR FIRE SEPARATION WALL ARCHITECTURAL SITE P�.ANS � �i
<br /> INTERIOR ELEVATiONS, p CONTRA�TOR: GA�'FNEY C�}NSTRUCTIt}N � �
<br /> g REFER TO SHEET'12 (-"t E� V 1� ����� ��1� JOE GAFFNEY �P1,0 AANDSCA E�RA�ITE P�AN B �
<br /> 8105 BROADINAY A11E LP1,� l�ANDSCAPE PLANTING DETAlLS [C3
<br /> EVERETT, WA 982Q3 -�-:
<br /> PH: {�25) 355-5�00 A�.1 FRONT& REAR ELEVATION �
<br /> DATE REVI�ION NQTES Jt�Et�GA�'FNEYC�NSTRUCTION.CQN1 A�.2 SIDE ELEVATIUN�
<br /> � / �^�► p /� A2,1 FL��R PLAN
<br /> V �l✓� � �T� 1�1�� __. _ _ _ ---_ _ _ .__ _ ____ __ _. ___ SURV�YQR& METRON LAND 5UR�IEYING, A3.1 ROOF FRANIING PLAN
<br /> A3.2 RQC�F PLAN
<br /> ._ _ . _._ __ __ ____ _ ___ ___ ___ _ _ _- LAND US� 307 N t�LYMPIC AVE#205 A4.q BUILDING �ECTIC}NS & DETAILS .
<br /> _ __ ___ _ _ _ __ _ __ _ ARLINGTt?N, WA 98223 A4.1 WALL SECTlON� & DETAILS ,
<br /> PN: �425} 258-4438 A5.0 CONSTRUCTIOE� D�TAILS
<br /> _
<br /> __.. ____. _. __ _ __ _ _ _ __ _ CIVI�. ENGINE�R: 8RL S�RVIC�S. STRUCTURAL
<br /> BRIAN LINSEY .._�__._
<br /> 222� �VERETT AVE STE#202 BY: BY UTHERS
<br /> _ _ . _ __._. __ __ EVERETT, WA 98201 S�,O STRUCTURAL DETAIl.S A�P�t�V�p
<br /> ._ _ __ _ _ . _ __ PH: {4�5} 259-555�i 51.1 �TRkJCTURAL DETAILS ��.r���Jl��C� � CC��c�UN1�`Y _.__�__.
<br /> C��V�L ���n�-r-���"�: �
<br /> ___ __ _ . _- _..__ ___ _ _ . ___. .-�-.-��,-e-��,.,t,,-t�„-�,-- .����,- �-��rp,r--��-�-�-.-,r- ..�-v..- STFtUCTURAL : �11lKE MITCHELL �NGfNEERING _
<br /> -- - - �Y
<br /> �____________
<br /> _ -- . ._ __:. __ _ ENGINEER MIK� I�ITCH�LL '�-. -- .
<br /> � FIRE I�EQUIRENIENTS i�A��� --� ��--Ca� "� �--.
<br /> __ _ - AtV APPR{�VED AUTC)MATlC �IRE AL.ARM SYSTEM I� REG2UIRED,
<br /> 7821 168TH AVE NE ���� ��� ��1�-,� __..
<br /> � � �A REDM4ND, WA 9��52
<br /> _ _ _ _ _ _ _ .. NFPR-72 FIFZE ALARM TC} BE INSTALLED PER CITY C}F EVERETT � _
<br /> P�rmit#: 81706-057 _,_�_____
<br /> � _ . _. _ _ C}RD. 190�-92 PH: {425} 861-��H'I Site Addr�ss. 362(l BROADWAY
<br /> __ . _ _. _ � ��vner: VAN WIFtKLE PRCtPERT[ES LLC A
<br /> __ __ ., __. __ _ . _ �_,,���.�.�...,r..�...�.._s��.._..�....���.�.._,r�_.�._y,�.._�,...��..�.���..�^R..�._..� Tenant: VACANT ���:
<br /> _ __ __
<br /> __ _._ _ _ _
<br /> _ _ ...__
<br /> App•Qate: 5 23f2(l17
<br /> Praposed Us�. Ci�MMERCIAL ����"�t�
<br /> Deseription; NEW CClMMERCIAL.SHELL
<br /> ___ _ _ . __ _ _ _ -_ _ _. _. __ _ -__ _ __._ .. �, .
<br /> Revi�wed By: _[}ate: ��'� �`"� t� �
<br /> ���?ffice Set Iob Site Sefi FireJPlanning Set
<br /> � � L � � � Copyright 2016 jj1
<br /> pR{ri[TECTURA40"c57GNf55�CFA7E5,P.5. •
<br /> �
<br />
|