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Home My WebLink About330 S Stillaguamish Ave_1130_2026 JUN 28 '93 01:10PM CIS 1 P.1 FAX TRANS1VD.TTAL SHEET Healik Cure tv a Xr- hiWts 316 OcddmtaL Avenue South SuUg276 Sgafik,Washington 948204 206W-885Z FAX 49-IMI TO; are ' DATA: ATT f; 3d nd JOB#: Q2�152 FA C#OF T�ECiT'=: 435-310A #OF FADES: (Includingta�amemittal sheet) FROM: �'-'� _- ,tJBJEC r: Message or Comments; Permit No. City of Arlir -1ton �� N04ICE and Inspection Report Date Called � Address Time Called _ Contractor/Owner By j Requested by TYPE OF • REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping Footing ❑ Framing ❑ Woodstove Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace 116 Ot r 1hjt( ' gPPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Work below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION-24 hour notice required. Inspector Date �` Permit No. S City of Arlir -1ton 'NOTICE and Inspection Report Date Called Addres Time C led ` � Contractor/Owner By Requested by TYPE OF ❑ Setback ❑ Reroof ❑ Insulation Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other *,APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. fork listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION-24 hour notice required. Inspector Date — Permit No. City of Arb -igton CJ 'q 0TIIC?E cmd Inspection Report 7 Date Called t'�J (3 Address ! / -S /I/1— Time Called 2i Contractor/Owner k_ .e,4� -I— By �� Requested by TYPE OF • REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation all Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. — Work listed below has been inspected and approved. ❑~CALL 435-0724 FOR REINSPECTION-24 hour notice required. Inspector Date � 0 City of Arli-",gton Permit No. � �_ -NOTICE and Inspec"n Report Date Called I Address _ I' Time Called Contractor/Own By � Requested by TYPE OF • REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other ❑ APPROVAL CORRECTION REQUIRED rrections listed below MUST BE MADE before work can be approved. ❑ Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION-244 hour notice required. �i:9754--) 11F7GDZO �� Inspector Date L� �� Permit No. ` City of Ar17 �.gton NOTICE and Inspection Report Date Called Address J Time Call Contractor/Owner B Requested by TYPE OF • REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace Other APPROVAL ❑ CORRECTION WOUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION-24 hour notice required. / 7 .r Inspector Date 7 Permit No. /� City of Arlj y`.gton NOTICE and Inspeo zi on Report �j � Date Called � / Address �� "� c� Time Called Contractor/Owner By Requested by 477 TYPE OF • REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other ❑ APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Work listed below has been inspected and approved. ALL 435-0724 FOR REINSPECTION-24 hour notice required. ti ( - � • wA l s `? Inspector Date city of Arlington UTILITIES DEPART-MINT CHECKLIST PERMIT DATE �� f ACCOUNT if NAME: i 8 ADDRESS: BUILDING USE: �,��tilJ, �� # OF BUILDING UNITS: PLEASE NOT:? ALL N?iC?SSARY CORRECTIONS OR REOUjRXXZN^'8 ON sjT,? PLAN IN RED. BLDG WATER WATER METER REQUIRED: SIZE DEPT DEPT SEWER REQUIRRED: YES NO HEALTH DEPT APPROVAL: YES NO SIDE SEWER PERMIT REQUIRED: YES NO TOTAL DESIGN UNITS REQUIRED: GARBAGE CONTAINER PAD: YES NO SPRINKLER SYSTEM: YES NO HYDRANT REQUIRED: YES NO LOCATION: CURB: YES NO GUTTER: YES NO SIDE WALK: YES NO PAVING: YES NO STORM DRAINAGE: YES NO CROSS-CONNECTION CONTROL (DON SMITH) : YES NO BACKWATER VALVE (BRUCE SCHLAGEL) : YES NO SPECIAL, DISCHARGE INTO WWTp (PERMIT REQUIRED) : COMMENTS OR SPECIAL PROVISIONS: o ACV- UTILITIES SUPERVISOR: DATE •w \\ ._\ BL LLDLNG PERiNTIT APPLICATION CHECKLIST RES & DUPLEX COMM & IND APPLICATION APPLICATION SITE PLAN SITE PLAN ARCH. DRAWINGS ✓" ARCH. DRAWINGS STRUCTURAL DRAWINGS STRUT DRAWINGS LEGAL DESCRIP LEGAL DESCRIP ENERGY CALCS ENERGY CALCS STORM DRAINAGE STORM DRAINAGE SEPTIC TANK DESIGN SEPA CHECKLIST UTILITY DRAWINGS STRUCTURAL CALCS THREE (3 ) COPIES OF EACH FO (4) COPIES OF EACH ARE ARE REQUIRED FOR APPLICATION REQ _ rE FOR APPLICATION. >>>>>>>>>>>>>>»»>>>>>>»»>>>>»»»»»»»»>>»»»»»»»> ZONING SETBACKS: FRONT USE REAR LOT COVERAGE SIDE <<<<<<<<<<<<<<<<<<<<««<<«««<<<<««<<<<<<<<<<<<<<<<««««< NOTES: 4.v i 6 DATE: SIGNED: %a'( Y `+r City of Arlington FIRE DEPAR'IKENT CHECKLIST PERMIT DATE NAME: ADDRESS BUILDING USE OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION I I II III IV I V F.R. F.R. I ONE-HOUR N ONE-HOUR I N H.T ONE-HOUR N PLEASE NOTE ALL NECESSARY CORRECTIONS OR REOUIRMHENTS ON SITE PLAN IN RED. SITE PLAN: APPROV-3 DENIED ACvLSS R'Z'QU=RY..ZN S : FIRE LANE REQUIRED: YES NO SPRINKLER SYST'—;X R-EQUIREO: YES NO HYDRANT REQUIRED: YES NO P OF HYDRANT' S REQUIRED LOCATION OF HYDRANTS FIRE FLOW R EQUIR.711=: ALARM SYSTEM REQUIRED: YES NO IC10X BOX REQUIRED: YES NO LOCATION: FIRE EXTINGUISHERS REQUIRED: YES NO LOCATION: ADDRESS LOCATION ON BUILDING: LETTER SIZE• FIRE CHIEF: DATE: J . City of �l .Arlington L_TTILITIES DEPART-- M T CHECKLIST PERMIT # DATE ACCOUNT NAME: ADDRESS: BUILDING USE: if OF BUILDING UNITS: PLEA3E NOTa ALL NECESSARY CORRECTIONS OR RZGUIRZMZNTS ON SITE PLAN IN RED. BLDG WATER WATER METER REQUIRED: DEPT DEPT SIZE SEWER REQUIRED: -- YES NO HEALTH DEPT APPROVAL: YES NO SIDE ScW1M PERMIT REQUIRED: YES NO TOTAL DESIGN UNITS REQUIRED: GARBAGE CONTAINER PAD: YES NO SPRIN ER SYST%.4: YES NO HYDRANT REQUIRED: YES NO LOCATION: Ctm: YES NO GUTTER: YES NO SIDE WALK: YES NO PAVING: YES NO STORM DRAINAGE: YES NO CROSS-CONNECTION CONTROL (DON SMITH) : YES NO BACKWATER VALVE (BRUCE SCHLAGEL) : YES NO SPECIAL DISCHARGE INTO WWTP (PERMIT REQUIRED) ; COMMENTS OR SPECIAL PROVISIONS: UTILITIES SUPERVISOR: DATE Ci ty of Arlington 3gildi ng 'e=, it F T 1 e Check' ;St Company Name Permit Number_ Owner's Name Job Address Original Permit Application - Date Received Original Construction Permit Copy - Date issued Legal Description - on file N/A Plans Requirement Checklist - Completed N/A Planning and Zoning Review - Completed N/A Energy Calculations - WSEC NWEC N/A On File Field Inspection Record - Job card issued Site Plan - On File N/A Copy of Plans - On File Hanging See Locator N/A Destroyed Storage Health Department Approval - N/A On File S . E. P.A. Checklist - Exempt N/A _ On File Utilities Information Questionaire & Application - N/A On File Existing Adequate Fire Department Approval - N/A Comments on File Verbal Approval By Date Time Airport Commission Approval - N/A On File Engineering Approval - N/A Storm Drainage Verbal Approval By Date Time Contractors Registration , Status N/A Expiration Date Structural Calculations - N/A On File Soils Data - Assumed stable soil _ On File N/A Certificate of Occupancy - N/A Date Issued City of ARLINGTON DEPARTMENT OF PUBLIC WORKS PLANNING 112 'ON27G ALLOWABLE LOT COVERAGE Exempt Checklist ALLOWED: E.I. S. Required SHOWN: (2) Shoreline Management: No MORE/LESS Permit Required: Yes APPROVED Date of required Permit NOT APPROVED (3) Subject to Variance: Yes No (4) Subject to contract Rezone: Yes No (5) Subject to Plat or Short Plat Conditions: Yes No (6) Location on legally separated lot: Yes No (7) Subject to State or Local Plood Zone Permit: Requirements: Yes No (8) Zoning Compliance: A. Zone Classification B. Permitted Use: Yes No C. If no, extention of non-conforming use: D. Minimum lot size required: Shown E. Yard Requirements: Required Shown 1. Front 2 . Side 3 . Rear F. Height limitations, Maximum G. Screening Requirement: Yes No H. Landscaping and Plan required: Yes No I. Parking: 1. Off-street parking Required: Yes_ NO- 2 . Plan provided: Yes No_, 3 . Adequate parking provided: Yes No REVIEWED BY: DATE: ci ty of Arlington Building Department DETER-N NATION OF S E P CATEGORICAL EXETNLPTION ACTION OR APPLICATION TITLE: BRIEF DESCRIPTION OF ACTION: CODE REFERENCE ALLOWING E NfMON: w.a.c. 197 - 11 - 800 PERSON MAILING DETERMINATION: DATE City of Arlington Bu�ydT..g Permit File Check—L. Company Name Permit Number Owner's Name Job Address Original Permit Application - Date Received Original Construction Permit Copy - Date issued Legal Description - on file N/A Plans Requirement Checklist - Completed N/A Planning and Zoning Review- - Completed N/A Energy Calculations - WSEC NWEC N/A On File Field Inspection Record - Job card issued Site Plan - On File N/A Copy of Plans - On File _ Hanging See Locator N/A Destroyed Storage Health Department Approval - N/A On File S. E.P.A. Checklist - Exempt N/A On File Utilities Information Questionaire & Application - N/A On File Existing Adequate Fire Department Approval - N/A Comments on File Verbal Approval By Date Time Airport Commission Approval - N/A On File Engineering Approval - N/A Storm Drainage Verbal Approval By gate Time Contractors Registration # Status N/A Expiration Date Structural Calculations - N/A On File Soils Data - Assumed stable soil On File N/A Certificate of Occupancy - N/A Date Issued City of ARLINGTON DEPARTMENT OF PUBLIC WORKS PLANNING AND ZONING REVIEW (1) S.E.P.A. : ALLOWABLE LOT COVERAGE Exempt Checklist E. I. S. Required ALLOWED: (2) Shoreline Management: SHOWN: Permit Required: Yes No MORE/LESS Date of required Permit APPROVED (3) Subject to Variance: NOT APPROVED Yes No (4) Subject to contract Rezone: Yes No (5) Subject to Plat or Short Plat Conditions: Yes No (6) Location on legally separated lot: Yes No (7) Subject to State or Local Flood Zone Permit: Requirements: Yes No (a) Zoning Compliance: A. Zone Classification B. Permitted Use: Yes No C. If no, extention of non-conforming use: D . Minimum lot size required: Shown: E. Yard Requirements: Required Shown 1. Front 2 . Side 3 . Rear F. Height limitations, Maximum G. Screening Requirement: Yes No H. Landscaping and Plan required: Yes No I. Parking: I. Off-street parking Required: Yes No 2 . Plan provided: Yes No 3 . Adequate parking provided: Yes No REOIEWED BY: DATE: City of Arlington Building Department DETEP,Nf i ATTONi pF 5 E.P,A. CATEGORICAL EX E.'Ni UMON ACTION OR APPLICATION TITLE: BRIEF DESCRIPTION OF ACTION: CODE REFERENCE ALLOWING E1�i IP'I'ION: W-a.c. 297 - 11 - 800 PERSON MAKING DETERMINATION: DATE l T d Oo Ai � 3 8' 0" + + + + + " 2' 0" 2' 0" 2' 0 L 1' 4 0 N + + + + 10 0" t 1 t 1 • �tS CASCADE TESTING LABORATORY,INC. ^' TESTING&INSPECTION / EN:--'cERS / GEOLOGISTS PREVIOUS -7 IV0- 74214 REPORT No. 12919 N.E.126TH PLACE, KIRKLAND,WA 9BO34 12061 B23-9000 DATE CERT. NO. EVERETT (2 061 2 59-0017 -7 19 _31 PROJECT �O LOCATION -53(! S. —'7-/L,�. EG BLDG.PERMIT NO. OWNER TO: �,�I.c r /-/-d ) 7-A L WEATHER TEMP. AT AM t LLA-C'=;t1AMcSI-1 Cooc. CO\-leCja:':F AT PM ENGIN ER ARCHITECT ATTN: Da y __J73 S L-F CONTRACTOR !f IT A CAE GDtJSi�Z�1GT l o nl (2) (3) INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS ._ RESTEELICONCRETE ZRESTEEL ONLY FOOTINGS SLAB RESTEEL/MASONRY _ STR.ST/WELDING — AUGER CAST PILES — COLUMNS — OTHER — STR.ST/BOLTING — DRILLED PIERS — WALLS BEAMS (4) � -1J 14aA7-0 (�NI to��JI�G`(> ��C� 1 KJS��GT LOCATION (AREAS) A-M-D�'Ta o CONCRE-TVMASONRY MIX NO. DESIGN STRE GTH(I'C) SUPPLIER TOTAL CU.YD. PLACED _ SLUMP(INCHES) SPECIMENS CAST AIR CONTENT(%) SEE CYLINDER REPORT NO. -T' _YES_NO —ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO. r is REMARKS: /,IJ LCAL- BbtLjE:,g! H i S " APPEA t� 'T'c� � �" O N t�LFItJ S i2� SA s t �^(S D L 60 1 S pKA^f ��c2 USG IJ L!�Lla 6►- PAU-T�O C� Ccv�AL - - HOURS ON PROJECT TRAVEL TIME TRAVEL MILEAGE APPROVED BY INSPECTOR: COPIES TO: LI �G7 1 -�'�' FIELD REP _ t � t SIGNED: FORM NO CTL-89-1 I !, i � .. JIJN-3l -'93 DIED 10:04 I b: FAX NO: #235 F01 Heritage . Construction 12014 - 20th Street S.E. Everett, WA 9820S (206) 334,7044 FAX COVER SHEET Data! z, 3G�f Tire: 1 7:fir;A Cover sheet plus ages FROM: Name; T KAC, / l f 1,F-, /AP,kAF- Phone#: 44 _EXT RE JOB# (�.n`� i !1 _ J A I -A ��C��rr-��-�- Fax#: S SI- _1-L5 - ,-- Comments: P -t--AS E. l A 2 I �`".�s � -rr° •�. 'a"- � �, )i�'' �. 'A TO: Name: Arm D ••f 1&CnIl"d _ Phone # Company; 0. 1,rN! Fax #: REPLY REQUESTED; YES NO COPIES TO: ORIGINAL TO FOLLOW VIA MAIL! YES NO J(UMM Can A" HIPTC't660A t -- -JUN-30-'93 WED 10:04 ID: FAX NO: #I35 P02 CASCADE TEI!MNG"-80RATC)Ry,INC. p ,E�rrwwosr.�err�ra i i oEor_�s�a PREVIOUS O im"NE 10667 49r'- r � REPORT No. KMM O-Ar-O.%A 80 914 Ill 'Ao00 DATE OHRT.NO. _ •_ _- �• LvSf{TT Igo�cz�•�t� �- - `' !.^ 4 � l'r�'•'L LOCATIONN 6Lini PERMIT NO. nimen J T WHATHES TEMP, AT AM dG<a�• 9.'S ! !'r'r�G!v AT pM / ENGINEER ARcrIfTEcT ATTN: are �iJ.CC3 tr> CONT ACTOR (p) (31 v INSPECTION PERFORMED ITEMS INSPECTED FOUNDATIONS T, 04E6161JUCONCAST9 -Z RlSTEEL ONLY FOOTINGS _ SLAB RESTEEUMA80NRY .... STR.STIWELDING _ AUGER CAST PILES _ COLUMNS ..OTHER DRILLED PIERS — WALLS — BEAMS (4) LOCATION(AREAS) � +•K ,i_.;��j. r��y�✓ �lE'_�..> /I�-y r� -/CJ vr.�iC� / .�vrr fJ.9iv5 �.`� .�L'�.t> '��=N'�Y'aL�ti` ✓,i`?��_ f-•�/�"-'Y �`�:`c`.E.t-r c- ..r;�!''!''�t'h_�3..�� `"-�t^�i1'�rr�.—..- ��f��`.wL.. ��Frlr,rl_•%� V-_rz-i.. •;r�s:f.r/��f'�"• t?t'aJ ''Y r!� r ,..Ar�•rrs' °� r?'!e'� , / �crr rc at ♦.J 9i'Jt �TEJRY MIX NO, D'r.,t6Al STRENGTH(I'e) SUPPLIER �_ _ TOTAL CU.YD, PL7iL`E0 SLUMP(INCHES) SPECIMENS CAST AIR CONTENT(%) ~� SEE CYLINDER REPORT NO. YES_NO_ITEMS INSPECTED WERE IN CONFORMANCE WITH SLOG.OEPT.APPROVED PLANS,SET NO.___._, PIGMARKS: ��f .Ay it : �.�.- r �/„�--ram i J G' += `�T t,...� �y� �^C=' «Z - �?�•r.. y�/'''t' r�� G� `+ .. o:��l',:•'••/�,x,r� !'f�!�� .� may[w .1q�!4�P a`.�i y:l�` .�✓y 5 _c:. JL#.-cam a2.�r^��'! �+ �^ Gd'P C_7 -.::;ram r ''• /.;e r/i.G j.'� G•i�/.5,r r^•� �'"O..� ,� /�:-t.-:.lG1�e. //v>r.-y �C�%�:/ir-� /I�'..Gr,I �r/'�f�'�rJ o-.%7� �- FLOURS ON PROJECT irr lc� r a �r2r) TRAVEL TIMk- /� TRAVEL MILEAGE• hyta�l.,f , -07 .-<.f�'P� APPROVED BY INSPECTOR: COPIE$rTd ,�. - - FIELD R EPO R T y _ ----_ SIGNEDrZ�� / FORM NQ.=49-1 MAY 27 '93 10: 16AM CIS p,1 MEMORANDUM Date: 27 May 93 To: City of Arlington 238 N Olympic Ave Arlington, WA 98223 phone- 206-435-0724 fax-206-435-3906 From: Patricia Shelby Project: Cascade Valley Hospital Subject: Building Permit Following is the additional information needed for the building permit application: Hospital Facility License: H-106 General Contractors License #; Heritage Construction HERUC 169DA Mechanical Contractors License #: Evergreen State Sheet Metal EVER(.-7'S S121K7 Plumbing Contractors License #: Joe's Plumbing JOESP**235C2 27May93 Y• -� 7UN 28 '93 01: 1aPM CIS P.2 MEMORANDUM TO: David Anderson City of Arlington 238 N Olympic Avenue Arlington, WA 98223 PAX NO: 1.206-435-3906 FROM: Patricia Shelby, SLR DATE: 23 June 93 PROJECT: Cascade 'Valley Hospital- CENTRAL SUPPLY PROJECT PROJECT NO.: 92132 SUBJECT: Tax ID Number The Snohomish County Public Health District Number 3, d/b/a Cascade Valley Hospital's Property Tax ID: 113105-1-029-0000. cc: Dan Johnson file Page 1 SLR r a � D ,TYN 1 1-93 09: 17 FROM: I E i/HP� 103 208 /7 1 e25 PAGE 1 p Mechanical Systems Engineers 6/11/93 IEi Fax 487-1825 SLR Architecture FAX Telephone No. 467-1021 Attention: Pat Shelby Subject: Cascade Valley Hospital IEi Job No.: 92042 We are transmitting 8 page(s) including this transmittal cover. If you do not receive all of the pages, please call back as soon as possible at 483-1250. Please see attached HVAC load calculations. RECEIVED JUN 2 4 1993 CITY O ARLINGTON Conv to jL2 c� Teiecopv razor Don M. Iverson P.E. Cheryl Hammond • �R r'- JUM-11-93 09: 16 FROM: IES/HP+ ID: 206 1925 PAGE 2 "dwt (:,-s S i t f wa 9, Zo L�Z Iverson Elder Inc. s date , 3 Mechanical Systems Engineers subject �' , ay gp Page M. o GS ?' . . . . z�..sa�n .btu►h . .. ... .. �-tl►�� .l�e�i�.f air � 74°'�_ ,4►.3r� r��w-t'r't,� ✓x�x its°F era S�cG �-fi+^ _(�e�,�d .Z�}ScrO/t,ce x r7° _ ►33c.�c-FWt ��cvr� PRr�T CFr^ R*tq CPC- .Lt San,E�a� 3 3 S Cb6�w 1C-E@ 5 .,. 5S 5 2°._ . . Z S�ro$XC�S-�3) _ S'70GP" Gt~t P55ism(;L4 I njr(LA,t .40 C,S Tarf3t.� Fit i C�.r.G wA-c y+t i� 19-,►z. c�t-w�.h G._.oE. [.0. . __.. v ?o X 815 ._x .1'%q-c � �� ` ' r - __ _ _ - �. / =~=- - = - - __ __ - =-�--- - � - - -------- ---- __ -- =-==--==---� --_ -�- ---- - -_ � ° / / / JUM-11-93 09: 18 FROM: IEi/HP" ID: 206 1825 PAGE 3 i P545 c W0 # 2 Zo iF Iverson Elder Inc. C1 5I I date 9 Mechanical Systems Engineers subject yvL,,cA by 6 e,7 Page nc. Z of 2 CS !2 CP6M 7t. coat. = I ZG ':5 /, a to x �o �`��Oo — 37a c� Jd Ceoc.t W� !.c►�. Su�erc� rnrr.� ro �G 9 z 5 h+v JV we a c") Lo*0 *7,)to PLUM ,NCR R eo,m TS -S T»+? - JUN-11-93 09: 19 FROM: IE1/HP-' ID: 208 47 1625 PAGE 4 Proles C 7�6 i Pro)# 20 7Z, Iverson Elder Inc. S dale jam 9 3 Mechanical Systems Engineers subja by page no. ,3 a F Pea-f- Gr-m 7a Coo L. cftcw --OsOWA_ 19VO )hl� . 90- ?8= 2°41- 070sa ,agX _ ZGS u% 270 Cx�0-5T 1 ( 223o Stt) 3ZS0 L4Cit"K* C:�affs15�f x-ZZ3Ox3Y4�3-_ CIOM Gaol IA.)M�CNft. '2 3 SIC - o x..Z z7(:Zx-e,S1�19- =_._lc��t.Sc- ? . 5��rcced-S JUM-11-93 09:20 FROM: IEl/HP' ID: 206 4q7 1925 PAGE 5 I JI -!II Ilr •r/I IIr • /III I/; J/I• //I///!/r1 r!•I//N I•• •// II//I/ / J I/ !:(/ I/InI /IIl/I11 / /I !/ I///I/!•I Irt ..: YiY.,a QNfvd Y7r s saw Y Moor—uu l! r •�• 1.-�� `�,o .� � i �. I E I' t. .� /� � �• — - a . I • •�` r•. ,• ; •I- f1LrY Olf1Y•YO t / /,l/,/il/11!.Il�i , Ems.. _ I• !� i I ` � S I• '• ! L•t/ LLI .77 ••� b / •t//•i rl/� O l I /1 I / 'b0 09 Z O P/• W/r _ a• � V 4/ •• = i� S. W Q ; O C N 7 • N � W 2 i` •� r r `�•` 1 ' rW R y •: •lam IL �. 10 Ca z z m- }I•' P.9 � LLIm� $W i I x1 /,� 3 = 3 ; �o JUN-11-93 0912l FROM: IE1/HP ID: 206 �k 1925 PAGE 6 SUMMER WINTER Annual Design Dry Bulb Design Wet Bulb Median Design Heating Elev. of Dry Bulb Degree Station Ft. 0.1% 0.5% 2.0% 0.1% 0.5% 2.0% Extremes 0.2% 0.5% Days Lake Cie Elum 2255 b 93 87 82 68 65 62 -10 -4 1 7539 Lake Forest Park 30 89 83 76 69 67 64 14 20 24 Lake Kachess 2270 b 92 86 81 67 64 61 -8 -2 3 7687 Lake Keechelus 2475 b 88 82 77 66 63 60 -6 0 5 8279 Lakewood Center — 88 82 75 68 66 63 17 23 29 Landaburg 535 b 90 84 77 69 66 63 10 14 18 5854 Larson AFB 1183 a 100 96 90 70 67 64 -6 -1 6 Laurier 1644 b 98 93 77 70 67 64 -18 -13 -8 7241 Leavenworth 1128 b 99 93 88 70 67 64 -14 -8 -3 6309' Lemanasky Lake 3500 b 83 78 72 63 61 59 -17 -12 -7 Lind 3 NE 1630 b 104 100 94 71 68 65 -6 -1 6 8037 Linwood 1900 101 96 90 69 67 64 -3 3 10 Little Goose Dam 700 b 106 101 95 72 69 66 11 16 22 Long Beach 3 NNE 25 b 83 77 72 63 61 59 17 21 25 5332 Longmirs AS 7253' Longview 12 b 92 87 82 70 67 64 14 19 24 5064 Lower Granite Dam 640 b 103 98 92 72 69 66 4 9 14 4575' Lower Monument Dam 460 b 108 103 98 73 70 67 7 13 18 Lynden 95 80 74 68 69 67 64 9 13 18 Lynnwood 340 88 82 76 69 67 64 14 19 24 Malott 815 b 101 96 90 71 68 65 -8 -1 4 Marietta 3 NNW 10 b 80 74 68 63 61 59 8 13 18 5435' Ma sville 15 85 79 73 69 66 63 t3 18 23 c, i lin Res. 579 b i o e i 5550 McNary Dam 361 b 104 100 95 72 69 66 0 5 11 Medical Lake 2350 95 90 84 67 65 62 -9 -3 4 Medina 26 89 83 76 69 67 64 14 20 24 Mercer Island 40 89 83 76 68 66 63 15 21 25 Metaline Falls 2107 b 94 89 83 68 65 62 -11 -6 -1 7325' Methow 2 W 1165 b 100 94 89 70 67 64 -9 -4 1 6700' Milton 250 88 82 75 68 66 63 17 23 29 Monroe 120 b 89 83 77 70 67 64 11 16 21 5133 Montesano 3 NW 40 90 84 79 64 62 60 18 22 26 Moses Lake 3 E 1208 b 100 96 90 70 67 64 -6 -1 6 6404' Mt. Adams RS 1960 b 94 89 82 68 65 62 -5 0 6 6973 Mt. Baker Lodge 9060' Mountlake Terrace 440 89 83 76 69 67 64 12 17 22 Mt. Pleasant 4960' Mt. Spokane Summit 5890 b 79 74 68 60 58 56 -15 -9 -2 Mount Vernon 3 WNW 14 b 83 77 71 69 66 63 11 16 20 Moxee City 10 E 1550 b 97 93 87 70 67 64 -4 2 8 Mud Mtn. Dam 1308 b 87 82 76 68 65 62 12 18 23 6067 Nespelem 2 S 1890 b 98 93 87 69 66 63 -14 -9 -4 6899 Newhalem 525 b 95 89 84 70 67 64 9 14 19 5754 Newport 2135 b 97 92 86 69 66 63 -15 -10 -5 7406 Normandy Park 200 89 83 76 68 65 62 14 20 24 North Head 5205' Northport 1350 b 97 92 86 70 67 64 -8 -3 2 6588 Oak Harbor 10 79 74 69 64 62 60 8 13 16 Oakville 85 b 90 85 79 66 63 60 11 16 20 5380 Odessa 1540 b 104 100 94 71 68 65 -5 0 7 6148 Olga 2 SE 80 b 77 71 85 63 61 59 15 20 24 5721 Olympia, Priest Pt. 40 b 90 85 79 68 66 63 12 17 22 5530 AP 195 b 90 85 79 68 66 63 7 12 17 5236 Omak 2 NW 1228 b 95 90 84 70 67 64 -7 -2 3 6806' JVN-11-93 09:22 FROM: IE1/HP.-' ID: 206 477 1625 PAGE 7 Prof Proi * 24 Iverson Elder Inc. L,S, o da1e it Mechanical Systems Engineers Subject , WV-A by Page Me._d bfu� c _ }��S 4&m!a�_I� —u _--- _ L2 26 c o t 5$ W�.G Cans, r1c'f� �'�sv I. Go h a—A s c, 4 �� }1 r •• � � JUM-11-93 09 : 23 FROM: IE1/HP ' ID: 206 !67 1625 PAGE 6 p goas 6-14SCotff; kv T-1 T)!'t. Prol 9?_0 4Z Iverson Elder Inc. S. Wag J00 9 Z Mechanical Systems Engineers subiew Gca-,,;-js Lxo,.o by Pa90 no. 80t ...._,.40_.. . .. Pip o E �eSP P ,�o MIA C*jA- �esl'R�s._ t��SV'�e6._�. GoD�.lG1S�(Z.- - - -•--cro �"�— --- _._ ._ 2 . . --�- �s s�o 15 1' 510, 2360 +�►_XP 23ap.:Xa5�- Ifot: �x1 os.,t tto1C 70 - - _. . ....�915 -- Cascade Valley Hospital CENTRAL SUPPLY PROJECT ADDENDUM ON IE 3 May 1993 To: ALL DOCUMENT HOLDERS OF RECORD: This addendum forms a part of the Contract Documents. This addendum consists of (30) pages (including the attached sheets/pages as noted): ARCHITECTURAL SPECIFICATIONS: 1. 00320 Form of Proposal ADD: (to bottom of page 3) " Work to be completed in Calendar Days." (Contractor to fill-in blank). 2. 07500 ADD: Metal Wall and Roof Panels to be: Roof and Exterior Walls- HR-36, 26 gage, coverage 36", Zincalume, Paint Finish- Polyester. Interior Metal Walls to be: 2 1/2" Corrugated, 29 gage, 24" coverage, G-60, Paint Finish- Silicone Modifies Polyester. Provide all accessories and fasteners as detailed, to provide a complete installation. Colors to be selected by the Architect from the manufacturer standards. Manufacturer to be ASC Pacific, (800)726-2727, or equal. 3. 08200 ADD(to Part III MATERIALS): 3.04 POLYMER DOORS: Corrosion Immune Polymer Door, fiberglass (FRP), as manufactured by Fenestra Corporation, (814)838-2001, or equal. OY 3May93 Page 1 Addendum One 4. 08710 ADD (to Part 4- HARDWARE SCHEDULE): Hardware Group #6 3 ea. Hinges FBB179 41/2x41/2 1 ea. Privacy 5069L2 Lustra x U532D 1 ea. Wall Stop 4071/2 S32D 3 ea. Silencers #20 5. 09311&09312 CHANGE: 2.01/C. Mortar Materials: ANSI Ceramic Tile Standard A-2 2.01D. Organic Adhesive: ANSI A136.1, thinset bond type. 2.01 E. GROUT: Cementitious type with Latex additive, color to be selected. (Disregard note on 4/A5 "Thinset Epoxy Adhesive") 6. 09900 ADD TO: 3.12/B Schedule Substrate Svstem Remarks Stucco Ext. 6-A Flat Latex HM Doors & Frames Ext. 12-A Semi Gloss Metal Roofing & Siding 'ynar 7. 12300 ADD (to Part II- PRODUCTS) Acceptable manufactures: Westmark and Cabinetmakers. 8. 13100 Add the attached 2-page Section 13100 for Design/Build Underground Fuel Storage Tank. DRAWINGS: ITEM DRAWING CHANGE 9. A2 ADD the following note, upper left hand corner of the sheet: 3May93 Page 2 Addendum One d '; Provide (3) Housekeeping pads: one slab on grade under Chiller Unit (CU-4), approximate size 4'0" x 2'6" x 6" thick; one under Boiler/Feedwater Package (B-1), located in Boiler Room B08, approximate size 12'0" x 4'0" x 3 1/2" high; one under Air Handling Unit (AHU-4), located in Mechanical Room B09, approximate size 10'0" x 6'0" x 3 1/2" high. Reinforce concrete with #4 rebar, placed 12" on center, both ways. Chamfer all edges 3/4" typical. Provide anchors through the housekeeping pad to the structural slab with 1/2" diameter drilled in concrete anchors with 4 1/2" minimum embedment. Exact size and location to be coordinated with Mechanical Contractor. Note the pads are shown and referenced on the following sheets: M2, M3 & M4. 10. A2 ADD: Hand washing sink (P-5) to north wall of Clean Storage B05. Centerline of sink to be 3'0"± from east edge of door opening B05B. (See CD-1) A4 Modify elevation 9/A4, adding sink. Assume Herman Miller C- locker rails to be shortened to 10'0", adjust backing as required. 11. A2 ADD: Swing Away Eye-washer to Sink (P-3). 12. ADD: Installation of Generator, underground fuel tank, day tank, monitors and connection to existing system. A2 See attached plan CD-2, showing slab on grade; location and dimension. Add detail CD-3, showing construction of slab. 13. A2 DELETE: All changes to Door B01. (see CD-1) 14. A2 & A3 Install CS-04 where future CS-05 was. Provide for Future CS-05 where CS-04 was. 15. A2 ADD: Shower and Changing Room B10, per revised Plan CD-1. Provide: Shower Curtain Rod similar to AC-15, 3'0" long; (1) 3'0" Towel Bar, North Elevation, (3) Hooks, South Elevation. Mount AC-07 in or near shower as directed by Architect. A3 ADD (to Finish Schedule): Rm #/Name/Floor/Base/North/East/South/West/Ceiling Btu/Shower/SV/INT/GWB-Pt/GWB-Pt/GWB-Pt/GWB- Pt/GWB-Pt/8'4" 3May93 Page 3 Addendum One � , ;,, L I i� I I 1 16. A3 CHANGE: Ceiling height from 8'6" TO: 814". Note changes on Finish Schedule for rooms; B03, B04, B05, B06. 17. A3 ADD (to Door Schedule): Door No/Type/Size/Mat/Fin/Frame Type/Mat/Fin/Hardware/Rating B10/A/3'xT/Wood/S &V/A/HM/Paint/6/1 hr 18. A7 ADD: Louver, 2' x 3', to South Elevation Metal Building. Louver to provide 50% free area. 3May93 Page 4 Addendum One � ss; I MECHANICAL SPECIFICATIONS: 1. 15250 Add the attached 5-page Section 15250 for Mechanical Insulation. 2. 15400-4.04 Add the following paragraph 4.04-B: "Lavatory (P-5): Lavatory: Kohler "Greenwich," No. K-2030; white,.vi.treous china, size 20" x 18" modified for single center faucet hole. Provide concealed arm (floor anchored) lavatory carrier. Chicago No. 834-EP-SLO wall mounted, slow closing double foot pedal valves with stops and 626-E3 spout and aerator, grid strainer and tailpiece." 3. 15400-4.04 Add the following paragraph 4.04-C: "Shower (P-6): Fittings: Chicago No. 1762 VOC single handle pressure balancing shower valve with No. 151 hand and wall shower unit with flow restrictor, adjustable mounting bar and No. 778-9K wall outlet with vacuum breaker. Provide fiberglass shower stall with fold down seat, drain and accessories. Stall shall be "Fiber-fab" (Familian NW) Barrier Free Shower #36-H, 36"06" (inside clear) fiberglass reinforced plastic shower cove with grid strainer drain or approved." 4. 15480-2.01-A Add the following sentence: "Compressed air piping roughed in for future shall meet this specification for medical air piping but shall not be labeled as "medical air", rather it shall be labeled "compressed air." 5. 15480-2.03 Add the following sentence: "Provide adapter for "Collett" wall outlet at nitorgen control panel, coordinate with Owner." 6. 15700-2.03-I Add the following paragraph: "Natural gas piping: Same as Steel Piping (paragraph 2.3) with screwed joints except valves shall be U.L. labelled bronze ball valve; Apollo 80/81 Series." 7. 15700-2.09-F Add the following sentence: "The boiler/feedwater package manufacturer shall provide insulation for all steam and condensate piping (not less than 1.5" thick) and for the feedwater rank (not less than 3" thick). All insulation shall be fiberglass with paintable white kraft paper jacket meeting the requirements for piping insulation in Section 15250. . 8. 15850-2.01-H Delete the statement "(two frame sections per air handler)". A single frame shall be provided for the air handling unit. 9. 15850-2.02 Add Penn and Cook as an approved manufacturer for in-line centrifugal fans. 10. 15850-2.04 Add "ECO AIR" as an approved manufacturer for final filters and housings. 11. 15880-2.08 Add J&J Register as an approved manufacturer for diffusers and grilles (2.09). 3May93 Page 5 Addendum One i PRAWTN TS 12. M-1 Add a 2" natural gas supply pipe connecting to the boiler burner assembly through a shutoff valve with a dirt leg. Provide reducer at connection to boiler package. Coordinate natural gas pressure available with the boiler manufacturer. 13. M-2 Near grid lines C and 4, provide a gate valve in the existing 2" steam supply pipe coming from B-3 and B-4. 14. M-2 At drawing note 7, change one gate valve to a combination balancing and shut-off valve (one for each coil). 15. M-3 At drawing note 12, change one gate valve to a combination balancing and shut-off valve (one for each coil). 16. M-3 Add a P-5 lavatory in Room B05 mounted directly behind the wall from the P-3 sink in Room B04. Utilize the same water, waste and vent piping serving the sink. 17. M-3 Add a P-6 shower stall and fittings in a new room established by the architect approximately 14' south of the floor drain in B06. Provide 2" waste below existing slab on grade floor and extend 14' from the drain outlet west to the existing 4" waste line. Provide 1-1/2" vent up wall and north to the 2" vent serving the B06 floor drain. Provide 1/2" hot and cold water supply piping from the shower approximately 28' west and connect to existing hot and cold water piping with ball valves. 18. M-3 The hot water reduced pressure backflow preventer assembly (RPBA) shall be 1-1/4" size (not 1-1/2"). 19. M-4 At the louver shown in the south wall of the new fan room (over AHU-4) provide a gradual transition from the 24x14 duct size to the 24x36 louver size. Provide similar transition for the exhaust duct at north end of boiler room. 3May93 Page 6 Addendum One 46 ELECTRICAL SPECIFICATIONS: 1. 16020 ADD: the attached 2-page Section 16020, Sequence of Work for Generator. 2. 16200 ADD: the attached 6-page Section 16200, Generation Equipment. DRAWINGS: ITEM DRAWING CHANGE 3. E2.2 ADD: Generator. (See SK-E2.2A) 4. E2.2 ADD: Notes 10,11,12 &13 to Sheet E2.2. (See SK-E2.2B) 5. E3.1 ADD: Generator to Power One Line Diagram. (See SK-E3.1A) 6. E3.1 ADD: Notes 3 &4 to Sheet E3.1. (See SK-E3.1B) 3May93 Page 7 Addendum One e a I I QUESTIONS: 1. 3/A5 Does Sound Insulation go all the way to top of partition? YES How high? Basement Floor T.O.S. to First Floor T.O.S.; 13'0" minus 5 1/2" for concrete and decking. 2. 6/A5 How high does Sound Insulation go? As shown; 1'0" above ceiling. 3. What is above construction space? Emergency Room north end, Radiology south end. 4. Constraints on noise? See Specification 01500/01561 NOISE CONTROL. The intent of the Owner is to work with the Contractor on a pre-scheduled basis for those operations generating excessive noise. 5. Existing Hot and Cold Water pipes were measured 87' above finished floor. Ceiling height revised to accommodate. 6. What is floor to floor height and construction? 13'0" Floor-to-floor. Basement slab 5" slab -on-grade w/ WWF 6x6-W4xW4. First Floor 2 1/2" concrete on 3" deep 20 gage metal deck- reinforced w/ WWF 6x6-W1.4xW1.4 (per Hospital Construction Documents). 7. Are 1-hour construction walls required? YES 8. Construction trailers can be located on asphalt or grass area adjacent construction project upon agreement with Owner. Note that delivery of Oxygen two times per month can not be blocked. All exhausts must be kept clear of Intake Louvers at corner of building. 3May93 Page 8 Addendum One 9. Location of nearest telephone? Adjacent to Generator. 10. What is the rate, of Liquidated Damages and Time of Competition? There are no Liquidated Damages. The Contractor is to submit Construction Time in Calendar Days on Form of Proposal, Section 00320. 11. Al Structural Steel/C/6 Clarify Angeles Metal Systems? Local Rep: Steve Tallman, (206)852-3980 or (206)852-3981. 3May93 Page 9 Addendum One e :. I Page 1 Section 13100 DESIGN/BUILD UNDERGROUND FUEL STORAGE TANK DESIGN/ BUILD SPECIFICATION FOR 500 GALLON UNDERGROUND FUEL STORAGE TANK A. it is the intention of this specification section to describe the general requirements for the design, procurement and installation of a 500 gallon underground storage tank and piping in conjunction with the electric power generation equipment specified elsewhere. B. The tank shall be double wall fiberglass as manufactured by Xerxes, 0/C or approved equal. C. All piping shall be double wall fiberglass as manufactured by Ameron, A 0 Smith or approved equal. D. The design shall account for bouyancy of the tank and provide hold downs if necessary. E. All pipes, including vent pipes shall be sloped toward the tank. Pipe shall be laid on a bed of pea gravel . F. 'rhe tank excavation snail be made in accordance with OSHA requlations. backfill shall be pea gravel with a maximum diameter of 0. 75" G. The tank design shall include a containment sump housinq all valves, fittings, etc. H. The tank shall be equipped with an annular space sensor to detect leakage from the primary tank. 1. All materials and installation procedures shall be in compliance with Chapter 173-360 of WAC and all local regulations, as well as complying in general with API and WPA guidelines . J. The installation procedure shall be supervised by a licensed UST installation supervisor and include the following minimum safety, measures: 1. Immediately prior to installation, the outer and inner wall shall be air tested at 5 psi per the manufacturer 's specifications. The air supply shall not be connected directly to the annular space. 2. Atter installation below ground and backfill to tr,e top of the tank and installation of the piping connections, the tank shall again be tested with air pressure at 5 psi , without product as ballast. Page 2 Section 13100 DESIGN/BUILD UNDERGROUND FUEL STORAGE TANK 3. The contractor shall complete the the tank and piping manufacturers ' check lists and submit to the owne r. K. The design shall provide for access to the containment sump and any other tank openings via manholes. L. The completed installation shall include a reinforced concrete slab over the tank sloped to drain away from the penetrations . aa. a �.+ -....+ • • •-�-� • vaa tG l/ rtC au Lrly �v/ lOan 9-P1laL �. SECTION 15250 Page 1 MECHANICAL INSULATION PART 1 GENERAL: 1.01 DESCRIPTION OF WORK: A. Work Included: The work of this Section includes, but is not limited to, insulation and accessories for piping systems, air distribution systems and designated equipment. B. Contract Requirements: Comply with the requirements of the General Conditions, the Supplementary Conditions and Division 1, as they apply to the work in this section. Comply with the requirements of the other mechanical sections that have additional requirements for this work,including Sections 15010 and 15050. C. Guarantee./Warranty: One year in accordance with provisions of the General Conditions. Guarantee shall be submitted in the form called for the "Project Closeout" Section. D. Related Work, but described elsewhere: Section Title Number Mechanical Provisions 15010 Basic Materials and Methods 15050 Plumbing 15400 Liquid Heat Transfer 15700 Ductwork and Accessories 15880 E. Refer to Alternate Bid 3 as discussed on page 15400-1 for special alternate bid insulation requirements. 1.02 SUBMITTALS: A. Product Data: All materials. 1.03 REFERENCE STANDARDS: A. General: The publications of the organizations listed below form a part of this specification to the extent referenced. 1. American Society for Testing and Materials (ASTM) Standards. 2. National Fire Protection Association (NFPA) 3. Underwriters'Laboratories, Inc. (UL) 1.04 GENERAL: A. Insulation: Flame spread and smoke-developed ratings per NFPA 255, ASTM E84 and UL 723 testing requirements; not more than 25/50. 1330/15250-1 SECTION 15250 Page 2 MECHANICAL INSULATION B. Miscellaneous: 1. Tape, adhesives, vapor barrier materials and jackets: Flame spread ratings not to exceed 25, smoke not to exceed 50. C. Thickness: Normal thickness of insulation is defined as the thickness of the basic insulating medium not including finishing coats. PART 2. PRODUCTS: 2.01 INSULATION CHARACTERISTICS: A. Manufacturer: Manville, Owens-Corning, Certainteed or Knauf. B. Pipe Insulation: 1. Fiber Glass: Suitable for pipe temperature from -60 F to 500 F; one piece type with only one longitudinal joint; thermal conductivity not greater than 0.24 Btu sq.ft./F/hr/'in. at 75 F mean temperature. Provide factory applied all- service jacket. 2. For refrigerant piping: Armaflex or equal. C. Ductwork; Insulation: 1, Ductwork: Fiberglass flexible blanket with foil-scrim-kraft facing. Density 1.0 pounds per cubic foot; thermal resistance as specified. Insulation requiring installed thermal resistance over R=5.5 may be 0.75 pounds per cubic foot density. 3. Duct Acoustic Lining: Section 15880, 'Ductwork and Accessories." 2.02 JACKETS: A. Piping: Factory Applied All-service Jacket: White kraft paper outer surface bonded to aluminum foil vapor barrier, suitable for painting. Kraft paper permanently treated for fire and smoke safety and to prevent corrosion of the foil. Factory applied pressure sensitive closure system for permanent seal of laps and butt strips. Physical characteristics as follows: B. Fittings: All-service Jacket: Factory premolded one-piece 25/50 smoke and flame rated PVC fitting covers. 2.03 INSULATION SPECIALTIES: A. Joint Tape: Glass fiber reinforced, aluminum foil and kraft paper laminate with vapor barrier characteristics comparable to insulation facing. B. Finishing Cement: Hydraulic setting, low shrinkage insulating and finishing cement for one coat finish, suitable for painting with water base paint, Johns- Manville No. 375, Ryders,Eagle, Pabco or approved. 1330/15250-2 s � MAY-03-93 11 :45 FROM: IES/HPI ID: 206 487 1825 PAGE 4 SECTION 15250 Page 3 MECHANICAL INSULATION C. Vapor BaI,ier.Adhesive: Vapor barrier lap sealing adhesive, Foster 85-20 or approved. D. Aluminum Pigmented Vapor Barrier Mastic:Foster 60-65 or approved. E. Insulation Pin Fasteners: Zinc-coated steel, 2" x 2" perforated plate with spindle and washer. Spindle length to suit insulation thickness. F. Insulation Pin Adhesive: Contact cement suitable for fastening insulation pins to metal surfaces, Miracle Adhesive HT4620, Foster 82-11,Tuf-Bond all-purpose or approved. PART 3 EXECUTION: 3.01 GENERAL: A. Install with all Joints tightly butted. Tuck and tuft all edges of insulation. B. Install insulation to allow easy access to equipment for inspection and repairs. C. Apply insulation only after piping has been tested. 3.02 INSTALLATION (PIPING): A. eneral: 1. Insulation shall not be continuous through fire rated walls. 2. Apply insulation on all cold surfaces where vapor barrier jackets are used with a continuous, unbroken vapor seal. Adequately insulate and vapor seal hangers, supports and anchors that are secured directly to cold surfaces to prevent condensation. 3. For piping with standard and split-ring hangers insulate over the hanger in accordance with MICA plate No. 5. For cold piping, insulate hanger rod for a distance four times the pipe insulation thickness. 4. For piping 2 inches and larger with clevis hangers,provide insert with metal shield between the hanger and the insert. Refer to MICA plate No. 6. See Section 15050 for shield. 5. Apply specific adhesives, mastics and coatings at the manufacturer's recommended coverage per gallon. B. AlI-service Jacketed Fiberglass Insulation: Apply insulation over clean, dry pipe with all joints butted firmly together. Smoothly secure longitudinal jacket laps and butt strips according to manufacturer's recommendations. 1330/15250-3 SECTION 15250 Page 4 MECHANICAL INSULATION C. Fittings: All-service Jacket Insulation Fittings: Apply factory precut insulation tucking ends of the insulation snugly into the throat of the fitting, and edges adjacent to the pipe covering tufted and tucked in, fully insulating the pipe fitting. Seal all seam edges of the one-piece PVC fitting cover with vapor-barrier adhesive applied over insulation. Tape circumferential edges of cover with vapor barrier pressure sensitive tape to match fitting cover color.The tape shall extend over the adjacent pipe insulation and have an overlap on itself at least 2 inches. 3.04 INSTALLATION(DUCTWORK): A. Flexible Insulation: Apply to ductwork with Foster 85-20 mastic applied in 4-inch wide strips on 12-inch centers; secure with edges tightly stitched with staples. Insulate on the bottom of rectangular horizontal duct over 24 inches wide by impaling over pins as specified for rigid insulation in addition to mastic; sagging of flexible duct insulation will not be permitted. Seal all punctures and voids with vapor barrier. C. Seal all seams with 4-inch wide pressure sensitive vapor barrier tape to match insulation facing. 3.05 INSULATION TYPES, THICKNESS AND VALUES: A. Pipe: See the following pipe insulation table: Thickness for Pipe Sizes Shown(Inches) Insulation Service Type To 1 1.25-2 2.5 & Over Heating Water Fiberglass 1.0 1.5 1.5 Dom. Hot Water Fiberglass 1.0 1.0 1.5 Domestic Cold Fiberglass .5 .75 1.0 Water 40 F to 70 Steam and Condensate Fiberglass 1.5 2.0 200 to 350 F(note that insulation within boiler package by boiler manufacturer) B. Ductwork and Plenums: See the following table. Note that the following values can be reduced by 3.5 if ductwork has 1" acoustical lining and reduced by 7 if ductwork has 2" acoustical lining. Insulation Service Installed R-Value Plenums; insulate same as ductwork below see below All supply ductwork (all spaces) and return ductwork in fan room: 3.5 END OF SECTION 1330/15250-4 CASCADE VALLEY HOSP_ IL SECTION 16020 ARLINGTON, WA SEQUENCE OF WORK PART 1 GENERAL 1.01 SUMMARY A. Drawings, the provisions of the agreement, and Division 1 and 15 specification sections apply to all work of this section. 1.02 SCOPE OF WORK A. It is the intention of this specification section and the accompanying drawings to describe the sequence of electrical demolition and construction due to the addition of a new (owner furnished) emergency power generator. Refer to drawings and specification Section 16200 for more information. B. The emergency generator, weatherproof enclosure, day tank and all associated accessories (as listed in 16200) are furnished by the owner, installed by the contractor. C. Contractor shall coordinate with owner, owner's supplier and Division 15 contractor for the installation, start up and testing. D. It is the intent of this project to disconnect the existing 400 amp equipment branch automatic transfer switch (Westinghouse) and re-connect it to the new generator. All control wiring shall be re-routed to new generator. 1.03 SEQUENCE A. Contractor shall coordinate with the General Contractor, Owner and Owner's suppliers for the removal and/or relocation of existing electrical equipment, raceways or feeders. B. Provide new pull boxes, raceways and conductors indicated on drawings to connect the generator, existing A.T.S. , annunciator circuits, jacket water heater, control circuits for a complete and operational system. All new raceways, pull boxes and conductors shall be installed ready for connection, prior to the disconnected and re-feeding of the existing 400 amp A.T.S. 1.04 DEMOLITION/RELOCATION A. Contractor shall route new raceway and conductors similar to as shown on drawings. Field verify routings with Owner, Architect and Civil Engineer prior to rough-in. B. The Contractor shall submit a work plan and schedule to the Owner and Engineer indicating their methods for removal and relocation of required systems. C. Premium time shall be included in the base bid for electrical system outages related to relocation of systems. 1.05 EXISTING RACEWAYS A. Existing raceways made available due to demolition and relocation of required systems shall not be permitted to be reused. 16020 - 1 CASCADE VALLEY HOSPLI SECTION 16020 ARLINGTON, WA SEQUENCE OF WORK 1.06 RELATED WORK Contractor shall refer to other division of specifications and documents submitted by the Architect. END OF SECTION 16020 16020 - 2 CASCADE VALLEY HOSPITAL SECTION 16200 ARLINGTON, WA HOSPITAL ELECTRIC POWER GENERATION EQUIPMENT PART 1 GENERAL 1.01 DESCRIPTION A. Provide all costs associated with the installation of the owner furnished engine-generator set, day tank, weatherproof housing together with all required operating accessories properly assembled to give a complete and fully operational power generation system. The equipment manufacturer and the authorized supplier shall have complete responsibility for the performance of the engine-generator set and its accessories. Set shall be new, latest production model , factory assembled and tested prior to delivery to jobsite. 1.02 APPLICABLE CODES AND STANDARDS The engine-generator set and accessories shall comply with the requirements of the National Electrical Code NFPA 99 - Chapter 8 Essential Electrical Systems and NFPA 37 Combustion Engines and Gas Turbines. NEMA Standards shall be used for all other requirements, not specified herein. 1.03 COORDINATION All equipment in this Section shall be considered part of the emergency system and shall be supplied by emergency generator set supplier. The assembly of the generator set, controls, load bank and accessories shall be the responsibility of one company, and the authorized supplier shall have complete responsibility for the coordination of the entire emergency generator to provide for unit responsibility. The supplier shall be the company or firm that furnishes the equipment to the electrical subcontractor. The representatives of the generator supplier shall be available for coordination meetings as requested by the engineer or contractor. 1.04 SHOP DRAWINGS & SUBMITTAL DATA Coordinate with manufacturer all of the following: Dimensioned clearance drawings of the weatherproof enclosure and engine generator set including bolting template, earthquake restraints, and location of all stub ups for fuel and electrical connections. PART 2 PRODUCTS 2.01 MANUFACTURER Approved bidders to the owner for furnishing the engine-generator set and accessories consist of: Onan - Cummins Northwest, Inc. Caterpillar - NC Machinery Company Kohler - Pacific Detroit Diesel Allison, Inc. FG Wilson/Energy Dynamics - Signal Equipment, Inc. Mitsubishi/Detroit Diesel - Aptech, Inc. 16200 - 1 � e, CASCADE VALLEY HOSPITAL SECTION 16200 ARLINGTON, WA HOSPITAL ELECTRIC POWER GENERATION EQUIPMENT 2.02 ENGINE SPECIFICATIONS A. Type: The engine shall be a water-cooled, two or four cycle, compression ignition engine of either vertical in-line or Vee-type. The engine shall be provided with an integrally mounted instrument panel including a water temperature gauge, lubricating oil pressure gauge, and engine running hourmeter. B. Governor: The engine speed shall be controlled by an electronic isochronous type governor with +/- .25% stability at any constant load from no load to full load, 0% to 5% (adjustable) droop from no load to full load, maximum transient of 3%, and recovery time of .5 seconds upon activation or removal of full load. The electronic governor shall be suitable for controlling the set(s) independently or in parallel with other sets having similar speed governing systems. Isochronous precision load sharing with electronic load measurement shall be provided so that the generator shares the total connected load equally to within +/- 5% of its rating for any load. (For future paralleling capabilities.) C. Fuel System: 1. Fuel : The engine shall perform satisfactorily and meet all specification parameters when operating on a commercial grade of distilled fuel oil such as No. 2 heating oil . 2. Main Fuel Tank: The owner is contracting directly with a design build contractor to furnish and install a direct buried main fuel tank. Contractor to include all costs associated with connecting the day tank as furnished by the generator supplier, to both the main tank and generator. The day tank is furnished with the engine generator set. The day tank shall be exterior mounted, adjacent to the generator enclosure. D. Equipment: The engine generator shall be provided with the following: 1. Air Filters: The engine shall be provided with one or more heavy duty, dry type air filters. 2. Exhaust System: a. Shall be furnished with a critical silencing type muffler and a stainless steel flexible exhaust adapter (at least 18 inches long) for each engine exhaust outlet to the muffler. The muffler shall be arranged for horizontal mounting above the engine. b. Exhaust manifold, flex, and muffler connection shall be bolted flange type. 16200 - 2 � •1 � 'CASCADE VALLEY HOSPITAL SECTION 16200 ARLINGTON, WA HOSPITAL ELECTRIC POWER GENERATION EQUIPMENT 2.04 MOUNTING AND BALANCE A. The complete unit shall be mounted on a structural steel sub-base to maintain alignment of the generator- set. The engine generator set shall be statically and dynamically balanced at the factory. Generator shall be provided with vibration isolation springs to be installed between the generator steel sub-base and the floor with earthquake restraints to meet Seismic Zone 3. The complete unit shall be mounted to the housekeeping pad, totally separate and isolated from the weatherproof enclosure. 2.05 FUEL PIPING Coordinate with Division 15 contractor for all fuel piping associated with the new below grade main fuel tank and day tank. 2.06 GENERATOR HOUSING The engine generator set and all associated components (except the day tank) shall be contained with-in a weatherproof enclosure. PART 3 INSTALLATION 3.01 MANUFACTURERS INSTRUCTIONS Comply implicitly with manufacturer's installation instructions and do not "turn over" engine or energize control system until specifically authorized by engine-generator supplier. 3.02 INSTALLATION A. Provide a 3-1/2" thick concrete housekeeping pad under generator with sides 3" wider than the footprint of the generator base or vibration isolators. The pad shall be reinforced with #4 rebar, placed 12" on center both ways and the edges shall be chamfered. B. Anchor the generator set through the housekeeping pad to the structural slab with 1/2" diameter drilled in concrete anchors with 4-1/2" minimum embedment. C. Bolt the battery box to the housekeeping pad floor. D. Mount generator weatherproof enclosure independent of gen set. Generator shall be isolated from the enclosure. 3.03 CONNECTIONS A. Stub up connecting services to generator set immediately adjacent to rails such that exposed systems on floor are not required. Final connections to set shall utilize flexible pipe. (Electrical in Sealtite flex) . Ground the battery rack per code. B. Ground the generator neutral as a separately derived system. 16200 - 4 CASCADE VALLEY HOSPITAL SECTION 16200 ARLINGTON, WA HOSPITAL ELECTRIC POWER GENERATION EQUIPMENT 3.04 FUEL PIPING Refer to Division 15. 3.05 START UP A. Coordinate with supplier representative in performing startup, testing and instruction on systems. B. Install oil filters and air filters furnished by supplier. 3.06 TESTING A. Prior to full load test, the set shall be operated at reduced load for a time period as recommended by the manufacturer. B. Prior to acceptance of the permanent installation, the engine- generator set shall be subjected to a full load (KW) test by the Contractor using a portable load bank (provided by supplier) to fully load the set for a period of four hours. The engine-generator supplier shall have a representative in attendance to conduct the test, make measurements, advise and assure that his equipment is properly operating and protected. Any defects in the equipment which surface from this test shall be corrected. Subsequent to test, the manufacturer's representative shall submit a test report indicating (at 15 minute intervals during test) : 1 . Generator load. 2. Voltage (permanent and calibrated test voltmeter) . 3. Amperage output (permanent and calibrated test ammeter) . 4. Ambient air temperature. 5. Coolant temperature. C. Additional testing shall demonstrate the following: 1. A simulated power outage shall demonstrate the automatic starting of the generator, transfer of transfer switch(es) and energization of emergency loads. 2. Simulated fault or alarm conditions of each item noted to be monitored. 3. Engine cool down cycle is set as noted. D. A certified copy of the test record shall be forwarded to the engineer and copies shall be included in the 0 & M manual . 16200 - 5 t 1 CASCADE VALLEY HOSPITAL SECTION 16200 ARLINGTON, WA HOSPITAL ELECTRIC POWER GENERATION EQUIPMENT E. Corrective measures required shall be made at the expense of the Contractor and the test(s) repeated until all systems are complete and fully operational . Refill all fluids after tests are complete. F. Notify the owner's representative and Engineer prior to scheduling tests. 3.07 INSTRUCTION AND DEMONSTRATION A. The Contractor shall (after one week (minimum) written notification to Architect) assist the generator supplier in conducting a 4 hour instruction and demonstration session during which all maintenance and operational aspects of the system will be described and demonstrated to personnel selected by the Owner. The session shall be conducted by a contractor's representative thoroughly familiar with the characteristics of the system and the suppliers representative. This instruction session shall also include step by step instruction on the sequence of startup and shutdown of the unit, following the written operating instructions listed in the 0 & M manual , and shall include procedures to be followed in the event of audible/visual fault conditions occurring on generator annunciators. B. Instruction on maintenance procedures by supplier. PART 4 WARRANTY 4.01 EMERGENCY GENERATOR The installation of the emergency generator set and accessories shall be warranted by the contractor against any failures which result, under normal use and service, from defects in workmanship or material . Warranty of equipment by supplier. END OF SECTION 16200 16200 - 6 ti , CASCADE VALLEY HOSPITAL SECTION 16200 ARLINGTON, WA HOSPITAL ELECTRIC POWER GENERATION EQUIPMENT 3. Cooling System: a. The engine shall be furnished with a cooling system having a sufficient capacity for cooling the engine when the engine- generator set is delivering full rated load, with all auxiliaries. 4. Starting System: a. Starting Motor: A direct current electric starting system with a positive engagement drive shall be furnished with the engine. b. Jacket Water Heater: A water heater with integral thermostatic switch shall be provided to maintain engine jacket water at a temperature which will allow the engine- generator set to meet the 7 second acceptance of full rated load as specified above in an ambient temperature of 0 degrees F. The heater shall operate on (208) 120 volts, single phase, 60 Hertz, A.C. c. Batteries: Shall be lead-acid storage battery set of the heavy duty truck engine starting type with a corrosion resistant battery rack with seismic restraint battery hold down clamps. d. Battery Box: High density white polyethylene seamless box (1/4" thick minimum) with removable polyethylene cover. e. Battery Cables: Shall be extra flexible, multi-strand copper insulated conductors, #4/0 minimum, with copper ring tongue type terminals for engine, battery type cable clamps for battery. f. Battery Charger: A current limiting voltage compensated battery charger shall be furnished to automatically recharge the batteries. g. Generator Control and Monitoring Panel : Shall be furnished with an engine mounted control and monitoring panel . h. Main Line Circuit Breaker: A main line molded case circuit breaker with auxiliary alarm contacts shall be furnished by manufacturer. 2.03 GENERATOR SPECIFICATIONS A. The generator shall be 480Y/277 volts, 3 phase, 4 wire, 60 Hertz, rated not less than the 500 KW. 16200 - 3 y t - ------ ---�--- o -n Ez r<ft 131 Oz ►�r1 15E Dzr- � ? D E T- ° U -< — n CZ1 N n Tr m m Nm P3z m m � � -N+ I I ° C O 10 1/4 4'-10 3/4' 2'-9 1/2' Q m _ 4'-6' '-6 P T- m NN E p -n r C� � c- Im i >.A. DUT o m � �U) � gi n 3< _ l z 4- zm 8 1/2 1/8' 3'-9 1/4' 10 1/2! 1 3'-il' x 0 D D 1 D 3'-41/4' m I I -< I III 1 CASCADE VALLEY HOSPITAL CENTTRAL SUPPLY PROJECT Project No.92132 Subject: �dJerdumCne Plan I�od��calior6 Scale: yp) I�-O" Reference: A2 - J5asemenfi goo( Drawn By:`.:heb4 SLRHealth Care Consultants and Architects CD- 316 Occidential Ave S,Seattle WA 98104 Clarification Drawing No. Phone: (206)467-8852 Fax: (206)467-1021 3 M . i „� � I I I i I (P I N I — I I I Q I I = I I OUTLINE OF NEW SLAB 4 FOUNDATION FOR FUTURE ADDITION 3 - N GD-3 2 - C I 1 I I CIA I CASCADE VALLEY HOSPITAL CENTRAL SUPPLY PROJECT Project No.92132 Subject: Conde- C�e enera�'or 51ah Scale: �b � I'-O'I Reference:A2 door Drawn By:t*,e►by SLR Health Care Consultants and Architects CD— L 1 316 Occidential Ave S,Seattle WA 98104 Clarification Drawing No. Phone: (206)467-8852 Fax: (206)467-1021 3M 13 � r. _J - e Z) 4 Cs�4T 4" CFA1Pl 7 L-J=. D IN RC)c.K CASCADE VALLEY HOSPITAL CENTRAL SUPPLY PROJECT Project No.92132 Subject: Concreie- ab . Scale: (yz = I'-O" fl Reference: Drawn By: E�Nelb SLRHealth Care Consultants and Architects CD- 3 1 316 Occidential Ave S, Seattle WA 98104 Clarification Drawing No. Phone: (206)467-8852 Fax: (206)467-1021 E �+ Ri ter. z F � �N 2 } vC4 W O d£/V006 0 a c 4 3 v Y 9 N N1 n� ^n �n Z N F-} N � W� sA , \\ N ti I a . a J \ I fp W N Y N I a d \ I 2 I V �j FF 4 m $ d u d 6 2 1 � 0 I �r ----------•-•------- :a M s/oatto A 30VdS----1 I CY I I 30VdS ' I 3DVdS i N Ln 01 I a C/004 I • a cV N ch m o 0 Wp U � O Z � w � w J w Q' O N Q = W Z , U N a z w _ w V/ � ,^ H u 4 W Q Of W (n U Z0 Z UZ Q Q N p p N H J p - Z X Q S U' Q m O w 'N Z (D Q U C9 t m ") O W w Z �_a,n J > Ln (n 2 U m W Q p N mor. 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( � W I I Wa O ro r\ W W Q Z LO LrJ �Z I I Z � CL U LC) i Zp0 W 0� li i W = i JZr= Z �) ; 0 ; � � w FO- 0 p L--- c_�---� I 0 ' EU 0 U- Q I ( � N \ '° w/ F 3 W C J O a C- w I o 0 � �W � W Y W Li u a :D < W Z HO Q ? m 03: Q � } F- O w m W Q W co co O ^UO ¢ ¢ ZO O aO > ~ OQ D F- V) �— ck: W UW Q �U � O _� m _ m ZZ OQ V) w ' O V) ~ rn O> ~ X II V) 0 V)USN UZWLLI J co U O � n � Q UQZ Z a LL- F- (n O } � Z Q z '. LJ a CL W W Cr 0 �� C7 n 0 U 0 Q c Llf V) > W O Q Cr Z OZ QL` U � Z F W W - J � � ZJ � V) CL < JV) � cn < ZQO W J QJU F- C.DW ZF- >- J. � QX Z � U Q (nm O o° Q U3 0= Q W Z F- _m LIJ Ln En 3 W m U^� M- � Y F m Z Z Q � in in � O O O W W Ln oamo� W V, Q z Q J J W Z wW h-- F— N m o �N I.i LL r W OOQ Z Li Q NL Q N N L<L 0.S P OQ ° O cz 0 Of� LLJ n7 �c V� U < �N U QOZJ x � ~ O z Q crZJ ( 0 W Q � QQ� U 4-) zW N cr a C�� QM4 NUQ � O � � a � v CL v7 V _ c J Z U W m Q ^� d ■ Q Z U 2� WWF- viZO ~ Z E r Z W UOZ WQF- to pj E v o Q Z V) 0 F- HOE LLJ ►�� U '- o W WM OF" O OQU :D D m z 0Of (z JLr OD O V= SOW WQU � ZW i rho L O U O 0 r r- C 4 Nj $ v; CO z r r r O ro I� a- u L w W z U z W V J Lam__JI F' ,• U / 3 L U O O w J () C C W Cascade Valley Hospital CENTRAL SUPPLY PROJECT ADOIENDUM TWO 5 May 1993 To: ALL DOCUMENT HOLDERS OF RECORD: In the last two days after Addendum One was issued, some minor clarification questions were asked. We know that last minute information inhibits your ability to submit your bid. Because of the nature of the questions we felt you would want to be told what was asked. Any reply which might change the scope of work being bid, is highlighted in bold to emphasize what is different. We are sorry for any inconvenience this many cause you. This addendum forms a part of the Contract Documents. This addendum consists of(5) pages (including the attached sheets/pages as noted): ARCHITECTURAL SPECIFICATIONS: 1. 02223 Add the attached 3-page Section 02223 for Backfilling. 2. 09900 Addendum One,Item# 6,under Architectural Specifications, 3.12/B reads: ADD TO: Finish Schedule Substrate Svstem Remarks Metal Roofing&Siding Kynar The Kynar is not correct, It should read the same as was listed in Addendum One, Item #2, under Architectural Specifications; "Paint Finish- Polyester". 3. 12300 ADD (to Part II- PRODUCTS): Manufacture's addresses and phone numbers: Westmark, PO Box # 44040, Tacoma WA 98444, (206) 623-6113 Cabinetmakers; 11420 58th Ave E, Puyallip WA 98373, (206) 848-3541 4. 13100/A CHANGE: Tank size from 500 gallon Underground Storage Tank TO: 1000 gallon Underground Storage Tank. (Design and installation of Underground Storage Tank is part of Bid.) DRAWINGS: 5. A2 Addendum One, Item # 15, under Architectural Drawings reads: ADD (to Finish Schedule): Rm#/Name/Floor/Base/North/East/South/West/Ceiling B08/Shower/SV/INT/GWB-Pt/GWB-Pt/GWB-Pt/GWB-Pt/GWB- Pt/8'4". The Rm # is not correct, it should read "B10". 6. A3 CORRECT: Finish Schedule for Rooms B03, B04, B05, north wall finish to read-"Paint", not GWB. 5May93 Page 1 Addendum Two � C 1 7. A3 DELETE: Equipment List, entire line for CS-02, Boiler. Contractor to supply and install Boiler as shown and specified on sheet M1, Miscellaneous Equipment Schedule and noted B-1. 8. A4 Modify elevation 9/A4, adding sink Shorten length of Crash Rail to 10 field verify exact length, adjust backing as required. MECHANICAL SPECIFICATIONS: 1. 15400/2.03/F Add Wilkins as an approved manufacturer for backflow preventers. 2. 15400/2.04/A Add Jonespec as an approved manufacturer for drains, cleanouts, fixture supports. 3. 15050 2.07 Add PHD and Tolco as an approved manufacturer for pipe hangers. 4. 15400/2.07/A Add Zurn as an approved manufacturer for flush valves. 5. 15400/4.03/B Add the following to sink P-3: "Provide Haws Model 7612 "swing- away" eyewash unit beside sink with 1/2" supply piping with ball valve stop below counter. Adjust ball valve for proper flow rate and then remove handle." 6. 15850/2.01/A Add McQuay as an approved manufacturer for the air handling unit. 7. 15850/2.02 Add Carnes and Acme as an approved manufacturer for in-line centrifugal fans. 8. 15850/2.04 Add Air Guard as an approved manufacturer for final filters and housings. DRAWINGS: 9. M1 and M2 Switch locations shown for Sterilizer CS-04 and future CS-05. Coordinate with Architect. QUESTIONS: 1. Where is Gyp Crete used? Use where removing existing slab-on-grade for installation of recessed fixtures or floors (Cart Wash B06 and Shower B10). 2. Who is paving for Building Permits? The Owner. 3. What is delivery date for Generator? The Bid Documents for the Generator specify delivery to site by 30 July 1993. At the time of notification for the successful generator low bidder, it was stated that date of delivery would be verified at time of awarding the Contract for Construction to the General Contractor to be on 30 July 1993 or later. END OF ADDENDUM TWO 5May93 Page 2 Addendum Two Page 1 Section 02223 Backfilling Project No.92132 Cascade Valley Hospital Central Supply Project 0 22 -BACKFILLING PARTI GENERAL 1.01 SCOPE A. Building perimeter and site structure backfilling to subgrade elevations. B. Site filling and backfilling. C. Fill under slab-on-grade paving. D. Consolidation and compaction. E. Fill for over-excavation. 1.02 SUBMITTALS A. Submit under provision of Section 01300. PART II PRODUCTS 2.01 FILL MATERIALS A. Types A- Crushed stone; free of shale, clay, friable material, sand, debris; graded in accordance with ANSI/ASTM C136. B. Type B- Natural stone; free of shale, clay, organic matter; graded in accordance with ANSI/ASTM C136. 1. Maximum Size: 5/8 inch. C. Type C- Sand: Natural river or bank sand; washed: free of silt, clay, loam, friable or soluble materials, or organic matter;graded in accordance with ANSI/ASTM C136. D. Subsoil: Reused, or Imported, free of gravel larger then 3 inch size and debris. PART III EXECUTION 3.01 EXAMINATION A. Verify fill material to be reused,are acceptable. B. Verify foundation perimeter drainage installation has been inspected. C. Verify underground tanks are anchored to their own foundation to avoid flotation after backfilling. Page 2 Section 02223 Backfilling Project No.92132 3.02 PREPARATION A. Generally,compact subgrade to density requirements for subsequent backfill materials. B. Cut out soft areas of subgrade not capable of insitu compaction. Backfill with Type C fill and compact to density equal to or greater than requirements for subsequent backfill material. C. Prior to placement of aggregate base course material, compact subsoil to 95 percent of its maximum dry density in accordance with ANSI/ASTM D698. 3.03 BACKFILLING A. Backfill areas to contours and elevations with unfrozen materials. B. Systematically backfill to allow maximum time for natural settlement. Do not backfill over porous, wet, frozen or spongy subgrade surfaces. C. Granular fill: Place and compact materials in continuos layers not exceeding 8 inch compacted depth. D. Soil fill: Place and compact materials in continuos layers not exceeding 8 inch compacted depth. E. Employ a placement method that does not disturb or damage foundation perimeter drainage,foundation damp proofing, foundation waterproofing and utilities in trenches. F. Maintain optimum moisture content of backfill materials to attain required compaction density. G. Backfill against supported foundation walls. Do not backfill against unsupported foundation walls. H. Backfill simultaneously on each side of unsupported foundation walls until supports are in place. I. Make changes gradual. Blend slope into level areas. J. Remove surplus backfill material from site. K. Leave fill material stockpile areas completely free of excess fill materials. L. Replace surrounding areas in pre-construction condition. 3.04 TOLERANCES A. Top Surface of General backfilling areas: Plus or minus 1 inch from required elevations. � C Page 3 Section 02223 Backfilling Project No.92132 3.07 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400. B. Tests and analysis of fill material will be performed in accordance with ANSI/ASTM D698 D1557. C. Compaction testing will be performed in accordance with ANSI/ASTM D1556. D. If tests indicate Work does not meet specified requirements,remove Work, replace and re-test at no cost to Owner. E. Frequency of Tests: 1 per 1000 S.F. of fill area. F. Proof roll compacted fill surfaces under slab-on-grad and paving. 3.08 PROTECTION OF FINISHED WORK A. Protect finished Work under provisions of Section 01500. B. Re compact fills subjected to vehicular traffic. END OF SECTION 02223 Cascade Valley Hospital CENTRAL SUPPL-Y PROJECT ADDENDUM THREE May 6, 1943 To: ALL DOCUMENT HOLDERS OF RECORD: This addendum forms a part of the Contract-Documents. i This addendum consists of (4) pages (including the attached 'sheets as noted): ELECTRICAL DRAWINGS. 5HEET E3.1: POWER ONE-LINE DIAGRAM 1. Revise feeders from new 500KW generator to existing 400A ATS to be (2) sets of 3-1/2"C-4#500MCM and 1#5002MCM (G). See sketch £SK E3-1. I 2. Add a 400/400AF fused disconnect switch ahead of existing 400A ATS .mounted adjacent to' ATS for feeder protection. See sketch ESK E3-2. 3. Re-feed existing Panel X as indicated on sketch ESK E3-2. Provide new j-box, 100/50AF fused disconnect switch and raceway and conductors as indicated for feeder to new Panel HXD. Mount disconnect switch adjacent to Panel X. See sketch ESK ES-2. 4. Revise flag note #4 and add flag note #5 as indicated on sketch ESK E3-3. i i I I I j I 1 I i I /1 V z O W Z F v d Z Q 0 T W'L W3 w opn Id o CN cn �o I v z4 d£/YQOS Vol co a=N \ > :. U q +] mm Ig W W G W sa J U----------; 30 a � j 30 UJ a.Qx qr ------------- ,A"4- -V- -------------- x r• — — 4 < I - ........... - H U .------------ 1 O LO O fol V my r -s r_• M� r.t t :g M M � 1 r �j � > Z ! z - oo Z z 0 < == w O I_ p Lit w V) cc cn = . a p LJ U- Z < w 0 CD O O vy U �L1XLcJ � Z W ", o m QQ J WO' QQZ QLi � '� � WU O T ¢ z ~ z Q% m � HULcZ 2x � Zm L:1Z = Pm FpOZ OZ Z Z U- � Z C) M X Z cry � 0~ z i a oo ° roc � o � zo _ a F ¢ < � C ~�� OZ � � LJ m C LJ O aLwL-, 0Lr U C Z z 0 = L rXJLO LV Li I— L;: 4.1 0 LL41L. LJ — -� CL ZWQ U � �< S � W -r- � � z � 3 } LQC) �S ¢ z ¢ aLv � zc ¢ � L,, ¢ � (n U F Lct CL Z ZN4C) V�< SGO � C � N z JOT' pLJ r o o LJ L- C) � L^ < LJ Z — CLVL1Lvl� T p ¢ J U. QLJX � oC � � ZLr- _jzLLJ � ¢ oQZ � < Lj Li zo 0 ¢ on < 3.rW o < C) mL—, , < xL = co o Za25mcc Lwvaz o pOQp1^ O { OpW .M 4P I .9 CITY OF ARLINGTON CONSTRUCTION PERMIT _ 1130 El COMBINATION ® BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. OWNER MAIL ADDRESS CITY ZIP PHONE Cascade Valley Hospital 330 S Stillaguamish Arlington 435-2133 ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE SLR 316 Occidental Ave S #216 Seattle 98104 467-8852 GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N Heritage Construction 12014 20th St. SE Everett 98205 334 7044 HERITC 169DA MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE EVER ES E�121K Evergreen State Sheet Metal P.O. Box 1508 Everett 98206 252-3114 7 PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N Joe' s Plumb.inq P.O. Box 1137 Lk. Stevens 98258 334-1309 JOESP**235C2 CLASS OF WORK ❑NLW EkADDITION a ALTERATION ❑REPAIR ❑DEMOLI[ION ❑BUILDING RELOCATION VALUATION OF WORK s 275;895 ` DESCRIBE WORK PROPOSED USE OF BUILDING ng I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLGAL D -CRIPI ION Of PROPERTY(SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LUI See BA& - OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONST ION. PERMIT EXaDA Y R FROM DATE OF ISSUANCE. 11310 5-1-0 2 9- O SIGNATU Of OMF(ACTOR OR THONT DATE108ADURLSS 330 S Stillaguamish X (OFFICE USE ONLY) PLUMBING MECHANICAL 4/Z NO. TYPE OF FIXTURE FEE NO. TYPE EQUIPMENT FEE WATER CLOSET (TOILET) AIR COND UNITS - H.P. EA, BAIHTUB REFRIGERATION UNITS - H P EA LAVATORY (WASH BASIN) BOILERS - HT EA 16 SHOWER GAS FIRED A C. UNITS-TONNAGE EA. KI ICHLN SINK & DISP FORCED AIR SYSTEMS - B.T.U. MEA DISHWASHER WALL HEATERS- B T U M LAUNDRY TRAY UNI l HEATERS- B.T.U. M CLOTHES WASHER EVAPORATIVECOOLERS WAIER HEATER CLOTHES DRYERS URINAL VENTILATICN FAN DRINKING FOUN IAIN RANGE HOOD COMMERCIAL FLUOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR,ETC ) 21 00 WATER HEATER 2 Floor Sink 14 00GAS PIPING SUB TOTAL f SUBTOTAL $1 73 50 PERMIT f 15 00 PERMIT f TOTAL FEE f 57 100 TOTAL FEE f SIDE YARD SE IBACK STRLLT SETBACK REAR YARD SETBACK DATE RECEIVED PLAN CHECK FEE FEE RECEIPT NO USE/ONE LOT AREA VACANT SITE 5 28 93 816. 08 27 RC 2. 5 - ❑YES ERNO FEES VALUATION FEE TYPE OF CONS] OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING VG I I-1 BUTDING f SIZE Of BLDG, NO.Of STORIES MAX.OCC.LOAD 12 55 0 2222 3 - PLUMBING 57 0 0 F IRE SPRINKLERS REQUIRED YES ❑NO MECHANICAL 88 5 O COMMENTS STATE BLDG.CODE 4 50 ENERGY CODE SURCHARGE PENALTY S B C SEC 303(a) PAID WATER/SEWER FEES rT� TOTAL 1405 150 PERMIT VALIDATION i WHEN PRO ER Y VALIDATED (IN THIS SPACE) THIS IS YOUR PE i' 'RECEIPT PAID - �C� CR • �v NG OFFICIAL DATE cc:ASSESSOR,APPLICANT,TREASURER, BLDG. DEPT. RECORDS COPY CITY OF ARLINGTON T� Nt/� w I CONSTRUC O PERMIT c ❑ COMBINATION ❑ BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. �3O o OWNER MAIL ADDRESS CITY ZIP PHONE Cox ape VALL 4 HosQ rML_ 3.3o s ��u-A C�u>�H►s�1 ARLarlc�Tb N t�R q8 2z3 C�) 4 35-21�13 ARCHITECT OR DESIGNER MAIL ADDRESS CITY LIP PHONE SL.R 31co Aur-_s#Zl4o , -6eIfiTTt loft 98104 C&yp)40&852 GENERALCONIRACIOR MAIL ADDRESS CITY LIP PHONE LIC.NSEIf 4GG 17Rc4r- 6QNSriWC'n0A 12014 - 20 ,st.s . ev r✓Tr &Z 20(o) 334- MECHANICAL CONIRACTOR MAIL ADDRESS 7 CITY ZIP PHONE UCFNSE 5r�r Ke-R�, 3?0. . 15�8 , v 8 2ao PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP NtONE LICENSE/ ...la fR's_ nt-u"mr;j. "PA a6x• 1131- , L Ate STEMS lc�A.q 8 V=.6 62o4p) 334-1501 CLASS OF WORK ❑NLW ADDITION ALTERATION ❑REPAIR ❑DEMOLI HON ❑BUILDING RELOCATION VALUATION Or 1WiORRKK, T Z+6,8 1✓ 1� `A V As e c-r ibR Na4' C-67.1'CX 5 - �umc�AaiAtypLjEt RR"i'f1 r ► PRUPOSI D USE OE BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPL - L_ TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLGALUtS(RIPTI/No PROPERTY(SHOWN BELOWOR ATTn(r fOURCOPIES) $IONSOFLAWSANDORDINANCESGOVERNINGTHISTYPEOFWORK ull f�/'^ WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE —j"`" GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NU Ta aNATU W REGULATING CONSTRUCTION OF THE PERFORMANCE OF CTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. CONTRACl RORAUTHORIZEDAGENT DATE 108.\DURESS — I'LIJMBINU _ ECIIANICAL NO. 1'YPEOFFix 'URE FEE' x'sFIXTURFS NO. TYPE OFEOUIPMENT FEE x'sFIXTU ES WATER CLOSET(TOILET) $7.00 IRCOND.UNITS-H.P.EA. quip.list" [))3A1 I ITUll $7.00 EFRIGERATION UNITS-H.P.EA. uip.list- To '.AVA'l'ORY(WASHBASIN) S7.00 OILERS-H.P.EA. ui .list•• SHOWER $7.00 AS FIRED A.C.UNITS-TONNAGE EA. ui .list•' _ I'I'CII EN SINK&DISPOSAL $7.00 •ORCED AIR SYSTEMS-B.T.U. MEA $9.00 _�)ISI-IWASI-I ER $7.00 ALLHEATERS-B.T.U. M $9.00 )f�\EINDRY TRAY $7.00 NIT HEATERS-B.T.U- M $9.00 CL-'HIES WASHER $7.00 VApOItAT1VE COOLERS +WATER HEATER $7.00 LOTHESDRYERS $6.50 }1KINAL $7.00 NTILATION FAN ZiT -_'))KINKING FOUNTAIN $7.00 tANGE HOOD COMMERCIAL $630 1 1 I,OOR DRAIN - _ S7.00 MR IIANDLING UNIT- CI'M VACUUM IIREAKERS $7.00 OVE $650 �t001 :DRAINS-DRAINS, $7.00 _LrTAL FIREPLACE&CHIMNEY $6.50 SINK(SERVICE- Ilnit.l ) _ S7.n0 Z I ATER HEATER $6.50 �6 Y- y ? _ _ AS PIPING *(!!e to 5=$3.O0.addnl.=$.75 ca. •Equ�tnco itlistmus,hcerovidcd. - - -suivi"arAL I gppp� - ^ -- surrarAL -- - _---- '1'O'I'AI. TOTAL FEE PLAN CHECK FEE SIDE Y.\RU SL IBACK STREET SETBACK REAR YARD SETBACK DATEREC�VED FE RUEIPT U5r /UNt Lot nttt.n VACANT SITE FEES VALUATION FEE 2. >� ❑YES NO _ PLAN CHECKING NG TYPL OF CONST OCCUPANCY GROUP NO.OF SITE UNITS n -r - I �� WILDING SILL Of BLDG. NO.Of STORIES MAX.000.LOAD T� 2ZZ ------n PLUMBING ✓ FIRE SPRINKLERS REQUIRED YES MECHANICAL ❑NO STATE BLDG.CODE COMMENTS,,, /t � /7Avs0 W ENERGY CODE SURCHARGE PENALTY SEC.303(s) J( ), WATER/SEWER FEES � TOTAL Q�/ 7 Cf s O MAY `- 7 PERMIT VALIDATION WHEN PROPERLY VALIDATED(IN THIS SPACE) THIS IS YOUR PERMIT 6 RECEIPT iLIl�Ci Tr)Iv PAID _CRN BY _ DATE BUILDING OFFICIAL cc ASSESSOR,APPLICANT,TREASURER, BLDG DEPT RECORDS COPY CITY OF ARLINGTON CONSTRUCTION PERMIT M 1146 ❑ COMBINATION ❑ BUILDING ❑ MECHANICAL ® PLUMBING ❑ SIGN PERMIT NO. OWNER MAIL ADDRESS CITY ZIP PHONE Cascade Hospital 330 1,�_-illaquamish Arlington 98223 435-2133 ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE GENERALCONTRACTOR MAIL ADDRESS CITY ZIP PHONE TOPV15'it1KN Top Hand Fire Protection 27115 Old Owon Rd TnnrnP CIR272 794-c;g-�2 MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE# PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE S CLASS OF WORK ❑NEB ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLI TION ❑BUILDING RELOCATION VALUATION OF WORK S DESC IBE WORK add sprinklers to new 322 sq. ft, remodel 1900 s . ft PROPOSED USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- Hospital TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LEGAL DE+(RIP ION OI PROPERTY ISHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOr BLOCK OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OFTHE PERFORMANCE OF CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNATURE OF CONTRACT.W OR AUTHORIZED AGENT DATE 108 ADDRLSS 1 330 S Stilla uamish 2 (OFFICE USE ONLY) MECHANICAL PLUMBING NO TYPE OF FIXTURE FEE NO TYPE OF EQUIPMENT FEE WATER CLOSET (TOILET) AIR COND UNITS -H P EA BAIHIUB REFRIGERATION UNITS - H P EA LAVATORY (WASH BASIN) BOILERS - H P EA SHOWLR GAS FIRED A C UNITS -TONNAGE EA KI ICHLN SINK& DISP FORCED AIR SYSTEMS- B T U MEA DISHWASHER WALL HEATERS- B T U M LAUNDRY T RAY UNI I HEATERS- B T U M CLUIHLS WASHER EVAPORAI IVE COOLERS W'AIER HEATER CLOTHES DRYERS URINAL VENTILATICN FAN DRINKING FOUN I AIN RANGE HOOD COMMERCIAL FLOOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR,ETC) WATER HEATER GAS PIPING SUB TOTAL S SUBTOTAL S PERMIT $ PERMIT $ TOTAL FEE $ TOTAL FEE $ SIDL YARD SL I BACK STRELI SETBACK REAR YARD SETBACK DATE RECEIVED PLAN CHECK FEE FEE RECEIPT NO USF /ONE LOT AREA VACANT SITE RC 2. 5 ❑YES [3NO FEES VALUATION FEE TYPE OF CONS1 OCCUPANCY GROUP NO OF DWELLING UNITS PLAN CHECKING VG 40 95 I I-1 BU'LDING $ 63 00 SIZE OF BLDG. NO,OF STORILS MAX,OCC LOAD 222 3 PLUMBING FIRE SPRINKLERS REQUIRED M(ES ❑NO MECHANICAL COMMENTS STATE BLDG.CODE 4 50 ENERGY CODE SURCHARGE U B C. Sprinkler Only PENALTY SEC 303(a) WATER/SEWER FEES TOTAL 108 45 PERMIT VALIDATION �f f j� _ (� WHEN PROP Y VA L TD (IN THIS SPACE)THIS IS R PERb & ECEIP, V d �J�� PAID C _C 1 BY BUILDIN fFIG:\L DATE cc: ASSESSOR,APPLICANT,TREASURER. BLDG.DEPT RECORDS COPY CITY OF ARLINGTON CONSTRUCTION Sy:�re.A/,*/Br,,PERMIT r ❑ COMBINATION ❑ BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. 1 OWNER MAIL ADDRESS ZIP PHONE &_az_'v4)Z / ;:g� �P,11.47±1e,7: 436- ARCHITECT OR DESIGNER MAIL ADDRESS CITV ZIP PHONE 7rm� f}a,t.. F:r ��.T c?:o,�• 3 7/JS'm/�Dk,env FJ 44+9 -e Wt 77• 7 7`�.s'931- GE�L CONTRALIUK MAIL ADDRESS CITY ZIP PHONE MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE OF PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE f CLASS OF WORK ,0NLW gAUUITION CAALTERATION ❑REPAIR ❑DEMOLITION ❑BUILDING RELOCATION VALUATION OF WORK S otscRiet /JWORK D ►ROPOST O USE Of BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLLAL DES(RIPIIUN OI PROPERTY SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LUI BLUCK OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION.PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNATURE Of CONTRACTOR OR AUTHORIZED AGENT DATE IDB.IDDRLSS x- — (ofFICI?USE ONLY) PLUMBING ECHAN L NO_. I'YPV OF FIXTURE FEE is FDCFURES NO. TYPE OF EOUIPS ItEE aaFIXTURES A'I'ER CLOSffI'('1'OILI;'1') T7.00 IR CON UNTFS-H.P.EA. quip.list•" _ ;AflflUB� $7.00 IKEPRIGURK171ONUN)'FS-H.P.EA. ui .lisle• AVA'1'ORY(WASH BASIN) $7.00 JOILERS-H.P. ui .list'• WRR $7.001 3ASPIRPDA.C.UNF -TONNAGE EA. ui .list'• _ ITC N SINK&DISPOSAL f7.U11 'ORCED AIR SYSTEMS- :1'.U. MEA $9.00 )ISIIWA I1ER T7.00 ALLHEATERS-B.T.U. M $9.00 _ .AIJNDIdY UAY 57.00 JNIT HEATERS-B:T.U. $9.00 LO'1'l1ES WASftER $7.00 "VAPORATIVE COOLERS A-FER I IEATER $7,00 'LOTH ES DRYERS $6.50 _ IIl�l_1RINAL $7.00 EN'TIIJtTION FAN $4.50 DRINKING FOUNTAIN $7.00 ANGE HOOD COMMERCIAL 56.50 IYLOOR DRAIN $7.00 kIR HANDLING UNIT- CPM \ _-. ACIIUM BREAKLRS $7.00 TOVE f6S0 '0' 0011 DRAINS-RAINLEADERS _ _ S7.U0 _ _ _ETAL FIREPLACE&CIIIMNEY 0 1INK(SERVICE-BAR,E-W.) -_ A1'LR HEATER T6• 'AS PIPING u to S=T3.00,addoL=T.75 ea. •E ui•went list atust Ea toaJnd SUB'I'O'fAL SUB'l'O'l'AL TOTAL FEE - - SOUL YARD St IBACK SI !L1 SL REAR YARD SETBACKTE - PLAN CHECK FEE —� � � FEE RECEIPT NO. USE/ONI LOT AREA VACANT SITE FEES VALUATION FEE �I` `�7 1—� ❑YES l0 TYPE OF CONS1. J OCCUPANCY GROUP NO.Of DWELLING UNITS PLAN CHECKING VG G1 E _L_ i �- BU'LDING S Oo SILL 01 BLDG. NO.Of STORILS MAX.OCC.LOAD 17 l- PLUMBING I IRE SPRINKLERS REQUIRED YES ❑NO MECHANICAL COMMENTS STATE BLDG.CODE (��C A ' ENERGY CODE SURCHARGE !/V U.B.C. PENALTY SEC.303(+) WATERISEWER FEES RECEIVED TOTAL _ PERMIT VALIDATION . WHEN PROPERLY VALIDATED(IN THIS SPACE)THIS IS YOUR PERMIT 8 RECEIPT PAID _CRN BY BUILDING OFFICIAL DATE cc:ASSESSOR,APPLICANT,TREASURER. BLDG,DEPT RECORDS COPY 1 ANN IIII TIlThtC11 OF ('111HIN'fly 1[N C: Form 106 I THIS SPACE RESERVED FOR RECORDER'S USE: 1 Filed for Record at Request of Robert C Bibb, Attorney i Name........... . .... ... _. ............................. .. . ..... 1 •t�c :; ca C ....... , Address „ 210 East Third Street i W tsl S` _.._............ .................................... ..............._.. ............. 1 ' City and State Arl.in ton Wa.shin .t. on 98223 ... ......--. ... I L- --------------------- Statutory Warranty Deed (CORPORATE FORM) THE GRANTOR ARLINGTON HOSPITAL BUILDING COMPANY, a Corporation, for and in consideration of $ 175.000.00 in hand paid, conveys and warrants to PUBLIC HOSPITAL DISTRICT NO. 3 OF SNOHOMISH COUNTY, WASHINGTON, a Municipal Corporation, the following described real estate, situated in the County of Snohomish , State of Washington: Beginning at the Northeast corner of the SE 1/4 of the NE 1/4 of ection 11, Township 31 N.R. 5 E. W.M. , thence south 40 rods following the East ine of said Section 11 to the true point of beginning;thence West 6. 66 chains 439.56 feet) running parallel with the North line of said SE 1/4 of the NE 1/4; .hence south 10 chains (660 feet) more or less, to south line of said subdivision; .hence east 6.66 chains to the southeast corner of said subdivision;thence North .0 chains, more or less, to the true point of beginning, EXCEPT tract beginning on h�._south—lines-o£-said--sxihdivisi.on 304---.�aet-yes-t.- of; �1 -sca�tl}east_�o�ner..of. said— - ubdivision; thence North 200 feet; thence West to the West line of the aforesaid .ract;thence south to the southwest corner of said tract;thence East along the ;outh line of said subdivision to the point of beginning. ALSO EXCEPT the following tescribed tract: Beginning at the Northeast corner of the SE 1/4 of the NE 1/4 of ;aid section;thence south along the East line of said subdivision 962 feet to the .rue point of beginning;thence West parallel to the south line of said subdivision 129 feet;thence south parallel to the east line of said subdivision for 276 feet to :he south line of said subdivision;thence east along the south line of said sub - tivision to the southeast corner thereof;thence North along the east line of said ;ubdivision to the true point of beginning.ALSO EXCEPT COUNTY road and EXCEPT such .and as has been deeded to the Town of Arlington for road purposes : SUBJECT TO �daiver of Damages File No. 1000950? Snohomish County Auditor 's Office. IN WITNESS WHEREOF, said corporation has caused this instrument to be executed by its proper officers po,' to seal to be hereunto affixed this 30th dt March i 19pOfi, -!� ARLON..HOSPITAL_ _U3 DING.--COMPANY_-- Cj S11. �. [�� SAU i..S -i f�k7............................... ..... - =............ �•� REQU i a R President. T955 wBy.......... 1066 S a q OF WARHINGTON, / ss. County of Snohomish V'E. ; !� `' 'r��:a. ;ge �qj On this 30th --d -vf"-• y , 19 66 before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned anti sworn, personally appeared JI�\10E F. 7-11:'�i:iPSON and FLORE34C;E J. T:'`I i°iPSON to me known to be the President and Secretary, respectively, of ARLINPTIOI� HOSPITAL BUILDING COMP the corporation that execute t ie oregoing Instrument, an acknowl g t e said instrument to be the free and voluntary act„and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that i Al�, authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporgt•iga.•••.. t `.Wi;flWIfi}r,}iand and official seal hereto affixed the day an year first ab ' written. ...... .. �,Z:�. ��.......----1l........... ..... )Washington, ----- 7P ` , No ary Public in and for the State `��ti•,� { ►`'.' residing at Arlington or w►� — OFFICIAL RECORDS C) I/ E i� VOL 19 FACE 234 CITY OF ARLINGTON CONSTRUCTION PERMIT �® _ _ �292 ❑ COMBINATION ja BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. OWNER MAIL ADDRESS CITY ZIP PHONE Cascade Valley Hospital 330 S Stillaguamish Ave Arlington 435-2133 ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE# Jack Wollin Masonry 2215 Sunday Lake Stanwood 98292 652-2233 JACKWM*194LS MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE# PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE A CLASS OF WORK 40 15NLW ❑ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLI f ION []BUILDING RELOCATION VALUATION OF WORK f 16,95 DESCRIBE WORK security wall for helo-pad PRUPOSE D U!A OF BUILDING Stora e Of liquid 02 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- g q TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLGAL DEY RIPTION OF PROPERTY (SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOT-BLOCK - OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OFA PERMIT DOES NOT PRESUMETO GIVEAUTHORITYTO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. 11310 5-1 G 2 9-0 0 0 0 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT DATE JOB AUURE SS 330 S Stilla uamish Z/ (OFFICE USE ONLY) MECHANICAL PLUMBING NO. TYPE OF FIXTURE FEE NO TYPE OF EQUIPMENT FEE WATER CLOSET (TOILET) AIR COND.UNITS -H.P.EA. BAIHIUB REFRIGERATION UNITS - H.P. EA. LAVATORY (WASH BASIN) BOILERS - H.P.EA SHOWER GAS FIRED A.C. UNITS -TONNAGE EA. KI ICHLN SINK & DISP FORCED AIR SYSTEMS- B T U MEA UISHWASHER WALL HEATERS- B T U M LAUNDRY T RAY UNI1 HEATERS- B.T U. M CLOIHLSWASHER EVAPORATIVECOOLERS WATER HEATER CLOTHES DRYERS URINAL VENTILATICN FAN DRINKING FOUN I AIN RANGE FIOOD COMMERCIAL FLUOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR,EFC.) WATER HEATER GAS PIPING SUBTOTAL f SUBTOTAL f PERMIT S PERMIT f TOTAL FEE f TOTAL FEE f SIDE.YARD SL I BACK STRELT SETBACK REAR YARD SETBACK PLAN CHECK FEE DATE RECEIVED FEE RECEIPT NO. USE LONI LOT AREA VACANT SITE ❑ FEES VALUATION FEE [:]YES NO TYPE OF CONSI OCCUPANCY GROUP NO OF DWELLING UNITS PLAN CHECKING NG 25 39 BUTDING f 39 00 SILL OF BLDG NO.OF STORILS MAX OCC LOAD PLUMBING FIRE SPRINKLERS REQUIRED ❑YES ❑NO MECHANICAL STATE BLDG.CODE 4 50 COMMENTS ENERGY CODE SURCHARGE U.B.C. PENALTY SEC.303(a) _ WATER/SEWER FEES AID q(�(' TOTAL 6 8 8 9 9_9 PERMIT V TION WHEN P P RLY CAUDATED (IN THIS SPACE) THIS IS YO PE lu RECEIPT PAID C B O HCInL DATE cc: ASSESSOR,APPLICANT,TREASURER, BLDG. DEPT. CORDS COPY CITY Or ARLINGTON CONSTRUCTION PERMIT - ❑ COMBINATION BUILDING ❑ MECHANICAL ❑ PLUMBING SIGN PERMIT NO. ` A fl` zOWNER lx MAIL A DRESS ;I1 V ZIP PH E � ` r J ARCHITECT OR DESIGNER MAIL ADU FSS �Y ZIP PHONE a GENERAL CONTRACTOR MAIL ADDRESS CI1V ZIP PHONE ^LIC NSA E I - cJ L __c e Gc�a/ ,ice 1l ha rd n�f-� s2a/S Su��y L!( J' S MLCIIANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE I .1 PLIJMBINGCONTRAC70R MAIL ADDRESS CITY ZIP PHONE LICENSE/ L CLASS OF WORK 1 ❑NLW ❑AUDITION ALTERATION ❑REPAIR ❑DEMOLIIION ❑E VALUATIONOF WORK vv'' DESCRIBE WORK -f � -` - , PROPUSI U USE OF UILDING I HEREBY C 4MINED THIS APPLICA S-t�✓� Q �� /� 0 Z TION AND �� CORRECT ALL PROVI- LlbAl Ut St I ION Of PROPER IY SHOWN BE LOW OR AT T A(Of FOUR COME 5) SIONS C JG THIS TYPE OF WORK 101 BLOCK - or WILL BE 9/lj� ,�,y :D HERIN OR NOT.THE GRANTII / — IF TO GIVE AUTHORITY TO VIOLATI c�L (� F ANY OTHER STATE OR 1 TAX ID NUMBS FR_o oPERTY TA S TEMENT LOCAL 1 / DF THE PERFORMANCE OF ' CONSTI / V ROM DATE OF ISSUANCE. IOB-%UURI SS d�7 v SIGNAT /C C'�j/ DATE - I'LIIMItIN<� _ _ _ _ ____I:CIIANL..__ DDD"'�✓✓� NO- t'YPI-'OFFIXTURR FIS13 i•FIXTURHS TYP FEGUIPME3NT PUB sea FIXTURES WA I ER CLOSE I-('I'OILIi'1') E7-IN0 -- -- - IR COND.UNITS_-IT.P.EA. _--quip.list •' SA I I I1I111 --_ - - - $7.00 _ _ - -- _ EFRIGERATION UNITS-H.P.EA_ ?quip.list* AVNFOO ZY WASH BASIN) _ E7.00 _ OILERS-ILP.EA. iquip.list•" `E7.00 _ .AS FIRED A.C.UNITS-TONNAGE EA. :_quip,list"' fTCHEN SINK&DISPOSAL S7.00 •ORCED AIR SYSTEMS-Q.T.U. MEA S9.00 )ISHWASIIER — - $700 - - '-_ ALLII EATERS-B.T.U. M -- $9.00_ L.AIJNI)Ry'TRAY _ $7.00 _ NITIIEATERS B.T.U. M $9.00 R LOTIIESWASIIER $7.00 •VAPOATIVE COO LERS �,YAT ER I I EAIH:R $7-00 'LOTI IES DRYERS $6.50 _S7.00 - VENTILATION FAN $4.50 -))RINKING FOUNTAIN $7.00 kANGE HOOD COMMERCIAL $6.50 1zL00R DRAIN E7.00 MRIIANDLING UNIT- CPM ACUUM IIREAKURS S7.00 foVE $6.50 1LOOF DRAINS-RAINIMADH_RS $7.00 METALIFIREPLACP&CIIIMNEY $6.50 :SINK(SERVICE-TSAR,ETC.) _ $7.00 _ _ _ _WATER IIGAT_E_R__ -- -- _ - - - S6.50 --- ---'- - AS PIPING '(up to 5=$3.00,addnl.=S.75 ea.) 'Equipment list must be providcd �. Ilf I7Ii S118'Ig7rA6 - suvroTAL PERMIT PERMIT -- - - -- -TOTAL FEE _ - - --- TOTAL FEE SIUL YARD SLIBACK SIRELTSLIBACK REAR YARD SET BACK DATERE40MVIEO PLAN CHECK FEE FEE RECEIPT NO. USF /UNI LOT AREA VACANT SITE ❑YES ❑NO FEES VALUATION FEE TYPE OF CONSI OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING VG P� SILE Of FILM. NO.OF STURILS MAX.OCC.LOAD BU'LDING S 13 PLUMBING I IRE SPRINKLERS REQUIRED ❑YES ❑NO MECHANICAL COMMENTS STATE BLDG.CODE /J ENERGY CODE SURCHARGE PENALTY V.B.C. SEC.3031131 WATER/SEWER FEES TOTAL g g� PERMIT VALIDATION WHEN PROPERLY VALIDATED TIN THIS SPACEI THIS IS YOUR PERMIT&RECEIPT PAID CRII BY CC! ASSESSOR,APPLICANT, TREASURER,BLDG.DEPT. BUILDING OFFICIAL DATE RECORDS COPY 1 A N 11! T EfflE C 101 101 1F S Its 10 H 101 AR 11 S�� C-11 1�[NTY 1[N�, Form 106 r---------------------- ---------------I THIS SPACE RESERVED FOR RECORDER'S USE: I N•' C` i I Filed for Record at Request of Name................Robert .0........Bibb.......Attorney Address..................210 East Third....Street................................. Ell City and State...... _Arlington, Washington 98223 ', , cle ICJ L------------------=q&---—---------I L III V"JG` Statutory Warranty Deed (CORPORATE FORM) THE GRANTOR ARLINGTON HOSPITAL BUILDING COMPANY, a Corporation, for and in consideration of $ 175.000.00 in hand paid, conveys and warrants to PUBLIC HOSPITAL DISTRICT NO. 3 OF SNOHOMISH COUNTY, WASHINGTON, a Municipal Corporation, the following described real estate, situated in the County of Snohomish , State of Washington: Beginning at the Northeast corner of the SE 1/4 of the NE 1/4 of Section 11, Township 31 N.R. 5 E. W.M. , thence south 40 rods following the East Line of said Section 11 tQ the true point of beginning;thence West 6.66 chains (439.56 feet) running parallel with the North line of said SE 1/4 of the NE 1/4; .:hence south 10 chains (660 feet) more or less, to south line of said subdivision; -hence east 6.66 chains to the southeast corner of said subdivision;thence North LO chains, more or less, to the true point of beginning,EXCEPT tract beginning on - � .GP r6"�0^.�� o }lye-•!=}-L�iC'r�r� i+aa r7 ;ubdivision; thence North 200 feet; thence West to the West line of the aforesaid -ract;thence south to the southwest corner of said tract;thence East along the South line of said subdivision to the point of beginning. ALSO EXCEPT the following 3escribed tract: Beginning at the Northeast corner of the SE 1/4 of the NE 1/4 of Said section;thence south along the East line of said subdivision 962 feet to the :rue point of beginning;thence West parallel to the south line of said subdivision 229 feet;thence south parallel to the east line of said subdivision for 276 feet to :he south line of said subdivision;thence east along the south line of said sub- iivision to the southeast corner thereof;thence North along the east line of said subdivision to the true point of beginning.ALSO EXCEPT COUNTY road and EXCEPT such Land as has been deeded to the Town of Arlington for road purposes: SUBJECT TO Waiver of Damages, File No. 10909502 Snohomish County Auditor 's Office. IN WITNESS WHEREOF, said corporation has caused this instrument to be executed by its proper officers 0'411,% fate seal to be hereunto affixed this 30th LMarch 19 66 � . �POfjq�� 5 pip ARL •HOSPITAL ......... ING.... OMPANY e � F ' • • S p : 2SAL NO SALES TA ................. ......... t, A . vk REQUIRED I President. :,d:••..;p. ,, ` - By...-................... Y.................�... •�'y,�� tip' ,;,,,. 1 i966 I Secretary. ST� OF' WASHINGTON, �• r� (� U County of Snohomish J,IL I G WwR q suet On this 30 t h sy a --Ity - , 19 66 before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned anti sworn, personally appeared JENCE F. THOMPSON and FLORENCE J. THOMPSON to me known to be the President and Secretary, respectively, of ARLIlN��01 HOSPITAL BUILDING CO +iP the corporation that execu e t�e oregoing instrument, an acknowl g t e said instrument to be the free and voluntary a&t.and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that {{ ^ thorized to execute the said instrument and that the seal affixed is the corporate seal of said corpor4t4 ......`Wj�A?rijAand and official seal hereto affixed the day an year first a written. SIIIRY ✓� ary Public in and for the State o Washington, ' >:6 ►•`'. �, residing at Arlington '•rt•oF w►`- �\ _ OFFICIAL RECORDS 0l n VOL 19 PACE234 CITY Or ARLINGTON 0-f" x CONSTRUCTION rya I PERMIT( El COMBINATION ❑ BUILDING El MECHANICAL ElPLUMBING 4 SIGN PERMIT NO: OWNER MAIL ADDRESS CII Y ZIP PHONE C1�scApe DESIGNER NosPtTAI.. 330 5 �iTULh(i9A 1614 AP%U*TbN wR gA?23 6a* 4- 9133 ARCFIITECiOROESIGNER MAIL ADDRESS CItY ZIP PHONE a SL _ 3uo=w49ISmL.Aus5*2AP, SgtMe Wl 95104 GWO 40 MZ GENERAL CON I RAC 10ft MAIL ADDRESSIt CITY ZIP PIIpNE LIC NSE/ �. N CTj01`� 12D oth S,E E� ll 93Z 3 Zob 334- MEC11A K.ALCONiRACTOR MAIL ADDRESS CITY ZI► PHON LIC SE "o. 8a �d 82b(o @d 07. PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE 1 -�4CTS irWNC NIA "P�.tau 113�- . LAKE S�g WA 98 z'455 CLASS OF WORK ❑NLW MALIDITION ALTERATION ' ❑REPAIR ❑DEMOLIIION ❑BUILDING RELOCATION VALUATION or WORK s 2T6.V 5 y (F� WAsemem-r ml-AT:" $Di PRUPV F U USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- lkbAL Uk5(RIP I ION U PROPER Y(SFIOWN BELOW OR A►IA(FI FU R COPIES) I, SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOT WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAXI D NU %LLAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF UCTION.PERMIT EXPIRES I YEAR FROM DATE OF ISSUANCE. IOBAUURI.SS F CONTRACT RORAUTHORIZEDAGENT DATE IL (OFFICE I1SIi ONL1O� I'I.IIMII IN(1 ECI IANICAL NO. 1'YPQ OF PIXTURE FEE x's FIXTURES NO. TYPE OF EQUIPMENT FEE i s FIXTURES A-il?R CLOSI?I'(TOILET) $7.00 NIP COND.UNITS-II.P.EA. 3quip.list•" IA'I'I FFIIII $7.00 I.EFRIGHRATION UNITS-H.P.EA. 3quip.list•" .AVA'I'ORY WASI I BASIN S7.00 OILERS-H.P.EA. !quip.list— __ I IOWER. $7.00 3AS FIRED A.C.UNITS-TONNAGE EA. —!quip.list— I'I'CIIEN SINK k DISPOSAL S7.00 ORCED AIR SYSTEMS-11N.U. MCA $9.00 )ISI IWASIIER $7.00 NALL IT EATERS-B.T.U. M $9.00 _AUNDRY'FRAY $7.00 J NIT IIEATERS-D.T.U. M S9.00 I.0'1'IIES WASIIQR $7.00 VAPORATIVECOOLERS VATfi11 111?Al'F li, $7.00 LOTI IES DRYERS $6.50 .—I URINAL $7.00VENTILATION PAN $430 NUNKINGFOUN-I'AIN $7.00 1ANGH HOOD COMMERCIAL $650 ..1.001L DRAIN S7.0_0 -- IR IIANDLING UNIT- CPM �VACUUM I1REAKEItS $7.00 _ TOVQ S6.50 tOO1:DRAINS-RAINLEADEItS _ _ $7.00 — ___ _ _ETAL FIREPLACE A CII IMNEY $6.50 .INK(SERvicl:-ItAlt,E'I'C.) E7.00 A'1'ER HEATER $630 ' u to S=$3.00,addnl.=$.75 ea. II - _.rq_! tmenl list SU II'1'O'I'AI, SU IT'1'O'FAI. 1'lil(MI'I' 1'EltMl'1' SIDL YARD SL I BACK SIRLLISLIBACK REAR YARD SETBACK DATERE-C6NED PLAN CHECK FEE USE 1014E LOT AREA VACANT SITE El YES El No FEES VALUATION FEE TYPE OF CONS1. OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING VG SIZE Of BLDG. NO.Of SIORILS MAX.OCC.LOAD BU'LDING f PLUMBING F IRE SPRINKLERSREQUIRED ❑YES ❑NO MECHANICAL COMMENTS STATE BLDG.CODE ENERGY CODE SURCHARGE PENALTY U.B.C. /� SEC.)0�1>t) RF �� WATER/SEWER FEES TOTAL MAY 2 7 f�l '� PERMIT VALIDATION WHEN PROPERLY VALIDATED IIN THIS SPACEI THIS IS YOUR PERMIT R RECEIPT CITY OF AHLIm-i f'01� PAID CRN BY cc:ASSESSOR,APPLICANT,TREASURER,BLDG. DEPT BUIIDINGOFnOtiI DATE RECORDS COPY ,09 = .. 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