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Home My WebLink AboutCALLAHAN DR., 700 2~ 52- 3rY'o e INSPECTION RE~RD CARD CITY OF BREMERTON BUILDING DEPARTMENT ADDRESS & DIRECTIONS ~ ~ '1l1tJ . , PERMIT NUMBER OWNER fl. f/~ ~~ ~ ,17?-(//d~ CONTRACTOR 7<.. It It.. ~ PHONE '?".5 ?-,2?;2.:2- 1 FOUNDATION CORR O.K. 1. PERMIT ON SITE -- 2. CHECK PLANS TO PERMIT -- 3. CHECK SETBACKS -- 4. PROPERTY STAKES -- 5. FOOTING SIZE CORRECT -- 6. WALL SIZE CORRECT -- 7. CHECK FOR FILL -- 8. REQUIRED STEEL IN PLACE -- 9. CHECK FIREPLACE FOOTING -- 10. ANCHOR BOLTS -- 11. FOUNDATION PLATE -- 12. FOUNDATION VENTS -- 13. CRAWL SPACE ACCESS -- COMMENTS: FOUNDATION INSPECTION APPROVED BY: 2 FRAMING COMMENTS: CORR O.K. 1. WIRING APPROVED -- 2. FOUNDATION VENTS -- 3. SHIELD UNDER POSTS -- 4. POSITIVE CONNECTIONS -- 5. SOIL TO WOOD CLEARANCE -- 6. POST CLEARANCE - 2" -- 7. BEAM SUPPORT -- 8. TR. MAT. NEXT TO CONC. -- 9. WASHERS ON ANCHOR BOLTS -- 10. BEAMS PROPER SIZE -- 11. FLOOR JOISTS $PAN -- 12. NOTCHING & DRILLING -- A-FLOOR JOISTS -- B-STUDS -- 13. STAIRS -- A-WIDTH -- B-RISE & RUN -- C-WINDERS -- D-LANDINGS -- E-HEADROOM -- 14. ATTIC VENTILATION -- 15. CHIMNEY STRAPS SECURED -- 16. FIREPLACE COMBUSTION AIR -- 17. FANS VENTED OUTSIDE --- 18. A-BATHROOMS -- B-LAUNDRY ROOMS -- C-KITCHEN -- 18. WATER CLOSET CLEARANCE -- 19. SMOKE DETECTOR -- CORR O.K. 20. FIREBLOCKING _ _ A-STAIRS _ _ B-DROP CEILINGS _ _ C-TUBS OR SHOWERS _ _ D-ROOF & CEILING LINES _ _ E-FURRED OUT AREAS _ _ F-FIREPLACE AT CEILING _ _ G-ELECTRICAL HOLES PLUGGED_ _ H-PLUMBING HOLES PLUGGED_ _ I-LID IN VOIDS 21. WINDOWS A-SAFETY GLAZING B-VENTILATION C-REQUIRED FIRE EXITS D-WINDOW SILL HEIGHT 22. CEILING HEIGHTS A-BASEMENT B-MAIN FLOOR C-UPPER FLOOR 23. SWAY BRACING 24. TRUSSES A-PROPERLY INSTALLED B-STAMPED 25. ATTIC ACCESS 26. CEILING JOIST SPANS 27. RAFTER SPANS 28. ROOF SHEATHING 29. ROOFING APPLICATION 30. SIDING 31. CLOTHES CHUTE 32. SHEETROCK BACKING A-UNDER STAIRS B-ABOVE GARAGE DOOR HANGERS FRAMING INSPECTION BY: tr/<. wi (AI-l-. .. 7t 7f8'/e~ W/e4.A- ~ ;:CAJ ~ v .~ .:zfJ y1.... (~) /,.-, 'i ~4/ s~ 0-.-. (~~ ,J/ ;.... s~~ -c ." -, ~ 7A/B7 ~Z- e M MECHANICAL 1. FURNACE SIZING 2. FURNACE LOCATION 3. FURNACE CLEARANCE 4. 'B' VENT SIZING 5. 'B' VENT CLEARANCE 6. 'B' VENT SUPPORT 7. COMBUSTION AIR 8. DUCT SIZING 9. DUCT CLEARANCE 10. DUCT SUPPORT 11. DUCT JOINTS 12. GAS PIPING TEST 13. GAS PIPING SIZING 14. GAS PIPING SUPPORT 15. OTHER e CORR O.K. CORR O.K. 1. WOOD STOVE CLEARANCE 2. CHIMNEY CLEARANCE 3. HEARTH EXTENSION 4. CHIMNEY HEIGHT FURNACE APPROVED BY: HEAT PUMP APPROVED BY: GAS PIPING APPROVED BY: WOOD STOVE APPROVED BY: OTHER: ~-s:- ~ 11/2'1 /~ ~ P PLUMBING CORR O.K. 1. UNDER TEST -- 2. GATE VALVE -- 3. WATER PIPE SIZING -- 4. DRAIN PIPE SIZING -- 5. VENT PIPE SIZING -- 6. PROPER SUPPORT -- 7. PROPER FITTINGS -- 8. VENTING -- 9. CLEANOUTS -- 10. PROPER GRADE -- 11. HOT WATER TANK P. R. VALVE -- 12. OTHER -- UNDERGROUND APPROVED BY: ROUGH-IN APPROVED BY: S- a. 7'l~7 ~ 3 WALLBOARD CORR O.K. COMMENl"$: ~ ~:~\ ~j 1. LID OVER SIDES _ _ 2. NAILING _ _ 3. W/R AT TUB OR SHOWER _ _ 4. 5/8 UNDER STAIRS _ _ 5. FURNACE ENCLOSURE _ _ 6. FIRE SEPARATION GARAGE __ 7. ATTIC ACCESS _ _ 8. DROP CEILING & LIGHTING _ _ 9. BACKING AS NOTED ON FRAMING_ _ J~~ /-p-,/ j,-.,1) "'"2.,. WALLBOARD INSPECTION APPROVED BY: 4 FINAL INSPECTION APPROVED BY: IYk- ~ F~ ?Yl~~4~ ~ <.,.,. ~. -5 1- l 'Z,;~~V.;8>" FINAL 1. HANDRAILS 2. GUARDRAILS A-HEIGHT B-INTERMEDIATE 3. EXHAUST FANS A-KITCHEN VENTING B-BATHROOMS C-LAUNDRYROOMS D-DRYER 4. TILE AT TUB OR SHOWER 5. DISHWASHER PROPERLY INSTALLED 6. FIRE DOORS A-SELF-CLOSING B-SWEEP OR THRESHOLD 7. ATTIC ACCESS 8. HOT WATER TANK NOTES: PLANNING: CORR O.K. CORR O.K. -- 9. OUTSIDE GARAGE -- -- 10. CLOTHES CHUTE -- -- 11. SEWER/HEALTH DEPT. -- -- 12. COMMERCIAL BUILDING -- -- A-MECHANICAL APPROVED -- -- B-PLUMBING APPROVED -- -- 13. SMOKE DETECTORS -- -- 14. FIREPLACE HEARTH -- -- 15. SAFETY GLAZING/ -- DOUBLE GLAZED -- 16. INSULATION CERTIFICATE -- -- 17. FREE-STANDING -- FIREPLACE APPROVED -- -- 18. WINDOWS & DOORS CAULKED -- -- WEATHER-STRIPPED -- -- \. , " "'\ i~~;~:@';;""'{~IP>:~~f..::~) ~~~;:~~1;j;,r2;!~ :~,7:;: '2),;r"~~;;;;"7~~. ~~$, ~~<'~\7~ . .r;~~?~~ .,~~"., 1&~ i~~J" ;'~j~~ "'" ,:'.:;.~ ';,,::. ,,::. .._":..~.~.'\ 5<~:?}~ ;'. '. _.; \.~ ~- _.....,.....~ ~,~1, }':-?:'j' '~" .~.~) . .:~\' .. ," .. - ,........_\. . . -~ '- . ''':::~:'':" '~:~~~i{:L3j0~>}~r~it~ ~":~:~ ._-o,/;.>~~....~ ~ ,.~ ~:;~~ .":..? ~....~-...:-~ -~.,'4 - BUILDING PERMIT : N!! g~32 ,. City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: 'f>.. 3S66-003-001-aOO9 Site Address: 700 Ca~.e.n Drive Phone No.: 377-010f, , Owner's Name: f.to Pa.u1 v s Bpi scone.l C~.urch Address: same -~~ l' i \ Applicant: DOwner D Architect [iJ Contractor D Tenant' Architect Firm: Representative: Address: Phone: Contractor: P.ay1s L~.V.A.C. Representative: Judy Address: 21M Chico T-!e.y ;::rr.! 9 P,TernertOl1. :' T.!/J, 9ft3lC Phone: 377-5')05 Contractor's License No.: R.AYSHI-130D.t Exp. Date: D Residence D Business ~ Other: Church D New D Repair D Remodel/Addn D Demolish D Duplex D Multi-Family (No. units ) D Sign D Parking Lot D Grading (cu. yds ) D' Bldg. Move Nature of Work Proposed: ;:techanica.l j1P-mit for insta11ation of 1 a.t:'C;' hmLdlino- unit - 5,000 CJ:.tl?o 102,390 3TUve Sq. Ft.: Utilities: D Water D Waste D Sewer D Septic D New D Existing D Storm Valuation of Materials/Labor: Plan Review Fee: Permit Fee: Surcharges: [UBC Sec. 304(b)] $ $ ?s.a~ State $1.50 D Receipt No.: Receipt No.~7-/X~../ Energy $10/$15 D Date: Date: n/24/87 Zone Designation: Occupancy Classification (UBC): No. Stories: Minimum Req. Setbacks: Front: Side: Rear: Height: Heat Source: Comments/Conditions of Approval: c: INSPECTIONS REQUIRED: Foundation D Framing D Plumbing D MeCha.d:al ~ Wallboard D FINAL D OWNER OR BUILDER SHALL CALL 478-5281 FOR ALL REQUIRED INSPECTIONS AND RECEIVE APPROVAL PRIOR TO CONTINUING WORK. SEPARATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING AND MECHANICAL. All provisions of laws and ordinances governing this type of work will be compiled with whether speCified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. SEE AND READ NOTICE ON REVERSE. Ii.... Signature \ \ \ 1 I , , Date 11 f':'!.~ I r.7 , , / - ~ - . / ~ '; Copies to: White-owner; Yellow-file; Pink-Assessor: Goldenrod-Building Stat. Code I PERMIT! APPLICATION r .. __ ..... a------ ~--...---- -- L- __ CITY OF BREMERTON BUILDING DEPARTMENT PHONE: 478-5281 ... . ,~.,. ~- \~'. . 51. a~~J ~ SITE ADDRESS IDD c~ ~ t ;q ~ "'- 0 r C-1~lA.,( CYh ASSESSOR'S ACCT. * 3'7- 0 (O~:> or~ER , ~U.s CONTRACroR Class of work: ~ NEW MAIL ADDRESS \-l v. A. L. ~ 6 ;;:2 I <6 l Ch I' r '" LJA '--' n w ) MALAD~~S . D ADDITION D ALTERATION PHONE t<fl L( S H:r: - /3 () 0 I LICENSE NO. ZIP 61/--'sODS PHONE o REPAIR ~ MECHANICAL D PLUMBING No. Type of Equipment STOVES Gas_ Oil_ Wood_ FIREPLACE INSERT FURNACE Gas (Nat._ LPG.-> Oil_ Wood add on_ Other_ Electric_ BTU Type: Up flow_ Down flow_ Horizontal_ Wall_ CONVERSION BURNER: Gas_ (Nat._ LP-> Under 100,000_ Over 100,000_ Oil_ UNIT HEATER BTU_ Gas_ Elec._ BOILER Gas_ Oil_ Electric_ Other_ HP_ GAS SYSTEM Max. 5 outlet Tota'- EVAPORATION COOLERS Roof_ Wall_ BTU_ AC UNIT Electric_ Gas Elec. Combo_ BTU_ HEAT PUMP Single Package_ SpliL- Add on_ BTU Ton_ .. MIXING OR REHEAT BOX CFM_ BTU_ 1- AIR HANDLING UNIT CM~oO BTU /tJ::?, 3'90 FANS Exhau5L- Supply_ Bat~ RANGE HOOD Residential_ Comm._ ROOF DRAINS CLOTHES DRYER Res._ Comm._ INCINERATOR ALTERATION TO DUCT SYSTEM Heating/Coolin9- Exhau5L- TANKS Oil_ Gas_ Propane wlOK from Fire Dept._ Gallons REFRIGERATION UNIT COMMENTS Fee No. Type of Fixture or Item Fee 7/.~ WATER CLOSET (TOILET) BATHTUB LAVATORY (WASH BASIN) SHOWER KITCHEN SINK & DISPOSAL DISHWASHER LAUNDRY TRAY CLOTHES WASHER WATER HEATER URINAL DRINKING FOUNTAIN FLOOR - SINK OR DRAIN SLOP SINK WATER PIPING & TREATING EQUIP. WASTE INTERCEPTER (Grease) VACUUM BREAKERS & BLACKFLOW DEVICE LAWN SPRINKLER SYSTEM SWIMMING POOL - Private_ Public_ GROUNDWORK SUMP ALTERATION KIDNEY MACHINE PERMIT $ TOTAL $ NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZE! IS NOT COMMENCED WITHIN 120 DAYS. OR IF CONSTRUCTION OR WORK IS SUS PEND ED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORI IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPUCATION ANI KNOW THE SAME 10 BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANI ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COM PLED WITH WHETHEI SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUMI 10 GIVE AUTHORITY 10 VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHEI STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE 01 CONSTRUCTION. PERMIT $1/-:$. De) TOTAL FEE $ bc ~ c;;- FINAL APPROVAL SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DAn (DATE. SIGNATURE OF OWNER (IF OWNER BUILDER) RECEIPT NO (Whil&-ORIGINAL, Yallo....INSPECTOR. Pink-APPLlCANT) PERMIT Cityof Bremertoll, BrnLDING: 478-5281 DEPARTMENT OF CONSTRUCTION AND L.AND USE PLANNING: 478-5Z75 Building Department Request for Issuance of Certificate of Completion TO: Building Business License Engineering Fire Planning Traffic water/Wastewater Please rev iew this request for a Letter of Completion to be issued to the following structure and return to this Department by 11/17/87 Thank you. Permi t Technician: Carol L. Johnson ~_Date_ l1/l~~~~__ ***************************************************************** Address of Building 700 Callahan Building Owner St. Paul's Episcopal Church Nature of Construction Addition/alteration to existing church Name of Building Contractor James H. Robinson Co., Inc. Permit :jI: 7994 2/11/87 Permit Date Type of Construction V l-hr Square Feet 18,364 ***************************************************************** Comments: Approved __ Disapproved __ By: Date Cityof BremertoIl, BrnLDING: 478-5281 DEPART~IENT OF CONSTRUCfION A..i~D LAND USE PLANNING: 478-5275 BUilding Department Request for Issuance of Certificate of Completion TO: ~ Building Business License Engineering Fire Planning T r af f i c Water/Wastewater Please review this request for a Letter of Completion to be issued to the following structure and return to this Department by 11/17/87 Thank you. Permi t Technician: Carol L. Johnson c~ Date 11/10/87 ***************************************************************** Address of Building 700 Callahan Building Owner St. Paul's Episcopal Church Nature of Construction Addition/alteration to existing church Name of Building Contractor James H. Robinson Co., Inc. Permit t 7994 2/11/87 Permit Date Type of Construction V l-hr Square Feet 18,364 ***************************************************************** Comments: Date 12-/6~ Approved ~ Disapproved __ By: ..' Cityof BremertoIl. BUILDING: 478-5281 DEPART~IENT OF CONSTRUCfION Ai~D LAi~D USE PLANNING: 478-5275 Building Department Request for Issuance of Certificate of Completion TO: Building IBusiness License "Engineer ing Please rev iew this request for a Letter of Completion to be issued to the following structure and return to this Department by 11/17/87 Thank you. Fire Planning Traffic Water/Wastewater Permi t Technician: Carol L. Johnson c~ Da te 11/10/87 ***************************************************************** Address of Building Building Owner Nature of 'Construction 700 Callahan St. Paul's Episcopal Church Addition/alteration to existing church Name of Building Contractor James H. Robinson Co., Inc. Permit i 7994 2/11/87 Permit Date ~ NOV 1 2 1987 Type of Construction Square Feet V l-hr 18,364 *******************************i***************~~i~~*********** BUILDING DEPARTMENT Comments: Date Jf-/d-~7 /' APproved~ Disapp;oved _ By: Cityof Bremertol\, BUILDING: 478-5281 DEPART~IENT OF CONSTRUCTION AND L..\...i.VD USE PLANNING: 478-5275 Building Departm, ~~Y\--I ~ Ce r t if i ~ 'r"~ \ ;;) II r;o , " -2. ~3fi!:' / 1/\\ Request for Issuance of TO: Building Business License Engineering> Please review this request for a Letter of Completion to be issued to the following structure and return to this Department by 11/17/87 Thank you. Fire Plannir tewater Permi t Technician: Carol L. Johnson c.~ Da te 11/10/87 ***************************************************************** Address of Building 700 Callahan Building Owner Nature of 'Construction St. Paul's Episcopal Church Addition/alteration to existing church Name of Building Contractor James H. Robinson Co., Inc. Permit i 7994 2/11/87 ~- BREMERTON BI:I\lO\NG otPARTMENl Permit Date Type of Construction Square Feet V l-hr 18,364 ***************************************************************** Comments: ~-~ ~~J-~// ~./ ~ ~ ~;zf-"U-/ ~1f1' //~/64 Date //-~r7 -- , Approved __ Disapproved ~y: ,., 'I'" . 1). R "" "" i1"1 Ie ~ ;," "'I 't, ~.J ii.:. ~h ~ ~., 1 .. t~.. 1 '.007 NOV ~;.u cal' d Grall:e,(On ETlJint':-fs BREMERTON BUILDING DEPARTMENT Request for Issuance of Certificate of Completion f Cityof BremertOItR ~ 't, CiI.;CVGiJ} DEPART~IENT OF CONSTRUCfIOtk't 1 1 19 _ PLANNING: 478-5275 A1VD LAJ.VD USE H 8/ C- Ity of Bremerton E . B . 1 d . ngtn:::ers u~ ~ng Departmept ;'.,3 ~u m.ll,W ~ lID DEe 231987 jf6/~D I ; 1/(\ TO: Building Business License .d~~_ Fire Planning Traffic Water/Wastewater Please review this request for a Letter of Completion to be issued to the following structure and return to this Department by 11/17/87 Thank you. Permit Technician: Carol L. Johnson C-\ Date 11/10/87 ***************************************************************** Address of Building 700 Callahan Building Owner Nature of 'Construction St. Paul's Episcopal Church Addition/alteration to existing church Name of Building Contractor James H. Robinson Co., Inc. Permit i 7994 2/11/87 ~ BREMERTON BUILDING OEPARTMENl Permit Date Type of Constructicn V l-hr Square Feet 18,364 ***************************************************************** Conunents: ~/:~~~,r~ " / ' U //-/6 - 37'- /2-/8-8 --k- Date //--/7-;:' 7 /'2- 22~ ,,~r~'''''Jg~D bo'-. .t... b.r ....., ~ .~ NO'! 1 '3 1987 Cn~' i]"( ~r2J~e:ic~ ~n~~:\r.e~r5 .. Cityof Bremerto1l. BmLDING: 478-5281 DEPART~IENT OF CONSTRUCTION AiVD L.AJ."VD USE PLANNING: 478-5275 Building Department Request for Issuance of Certificate of Completion TO: Building Business License Engineering Fire Planning Traffic Water/Wastewater Please review this request for a Letter of Completion to be issued to the following structure and return to this Department by ...l.l/17 lBT- . Thank you. 1.;2/;) 3/"67 Permit Technician: Carol L. Johnson c~ Date /;;2'/E/'67 11/10/87 ***************************************************************** Address of Building 700 Callahan Building Owner Nature of 'Construction St. Paul's Episcopal Church Addition/alteration to existing church Name of Building Contractor James H. Robinson Co., Inc. Permit i 7994 2/11/87 Permit Date Type of Construction V l-hr Square Feet 18,364 ***************************************************************** Comments: Approved ~sapproved _ BY:~~") Da~e /2-/?-B'-7 Cityof BremertoIl. ~. ~ .. BmLDING: 478-5281 DEPART~IENT OF CONSTRUCfrON A1VD L.AND USE PLANNING: 478-5275 Building Department Request for Issuance of Certificate of Completion TO: Building Business License Engineering Fire -Planning Traffic Water/Wastewater Please review this request for a Letter of Completion to be issued to the following structure and return to this Department by 11/17/87 Thank you. Permit Technician: Carol L. Johnson c~ Date 11/10/87 ***************************************************************** Address of Building Building Owner 700 Callahan St. Paul's Episcopal Church Nature of Construction Addition/alteration to existing church Name of Building Contractor James H. Robinson Co., Inc. Permit i 7994 2/11/87 Permit Date Type of Construction Square Feet V 1-hr 18,364 ***************************************************************** Conuuents: .1..~..~ X~%~-.~ <>f'~~ord ~~-t- ~ ~ 1\"-~W\.6<r 28l. 7z': Approved _Ii'Disapproved _ BY:~~' - -- Date$~~ ~. I(\~ --\.- '\ \ ~"'~\~ d '("~~~~ \ . Cityof Bremerto1l, BmLDING: 478-5281 DEPARTMENT OF CONSTRUCTION AJ."VD LAND USE PLANNING: 478-5275 Building Department Request for Issuance of Certificate of Completion TO: Building Business License Engineering Please rev iew this request for a Letter of Completion to be issued to the following structure and return to this Department by 11/17/87 Thank you. Fire ( Planning-) Traffic Water/Wastewater Permit Technician: Carol L. Johnson c~ Date 11/10/87 ***************************************************************** Address of Building 700 Callahan Building Owner St. Paul's Episcopal Church Nature of Construction Addition/alteration to existing church Name of Building Contractor James H. Robinson Co., Inc. Permit i 7994 2/11/87 Permit Date Type of Construction V l-hr Square Feet 18,364 ***************************************************************** Cownents: 6d~~ ~ --1lL~ ~ ~L~ ~~ ' Approved _ Disapproved ~ Da ~ Cityof Bremertolt BUILDING: 478-5281 DEPART~IENT OF CONSTRUCTION AND LA.ND USE PLANNING: 478-5Z75 Building Department ~f 0 t; 1 p.'" . .... 3 I' ()8 ~'~:~ IJ/ ;;~. .:;, f C 1 rt'" 0, ,..> omp e 'J;P.t:l '..Jf"c" r~tl'" '/i.('''". ..'g 0_~n.O!"b ~'('q.,. ( "l,..:"i~ Request for Issuance of Certificate of TO: Building Business License Engineering Please review this request for a Letter of Completion to be issued to the following structure and return to this Department by 11/17/87 Thank you. Fire Planning Traffic Water/Wastewater Permit Technician: Carol L. Johnson c~ Date 11/10/87 ***************************************************************** Address of Building 700 Callahan Building Owner Nature of 'Construction St. Paul's Episcopal Church Addition/alteration to existing church Name of Building Contractor James H. Robinson Co.) Inc. Permit i 7994 2/11/87 Permit Date Type of Construction V l-hr Square Feet 18,364 ***************************************************************** Conunents: APprove1 Disapproved _ BY:~te"Z Cityof BremertoIt CiTY OF 81tEMERTON NOV 1? 198, MI HI./) ('I 1).(:,1 UTILITIES BmLDING: 478-5281 DEPART~IENT OF CONSTRUCfION PLANNING: 478-5275 Bu~:7n:.~::a:::nt m ~ @ ~ D W ~ 0J - -__________ I A N 9 '" , " ~ - '-.- '-.' !'; !:j S' !~~ Request for Issuance of Certificate of CompletiQl1 -151?tMfRTON fJUfLDfNG 1fEPARTMENT TO: Building Business License Engineering Fire Planning Traffic Water/Wastewater Please review this request for a Letter of Completion to be issued to the following structure and return to this Department by 11/17/87 _. Thank yot<. Permi t Technician: Carol 1. Johnson c~ Date 11/10/87 ***************************************************************** Address of Building 700 Callahan Building Owner St. Paul's Episcopal Church Nature of Construction Addition/alteration to existing church Name of Building Contractor James H. Robinson Co., Inc. Permit i 7994 2/11/87 Permit Date Type of Construction V 1-~1r Square Feet 18,354 **********************k********~********************************* Comments: Date l-Ji.~ Approved ~Disapproved __ By: r '1 - BUILDING PERMIT · 1':1" C 9046 r I '.1 (; City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: 3966-.003-001-0009 Site Address: 700 Callahan Phone No.: Owner's Name: St. Paul's Episcopal Church Address: same Applicant: DOwner D Architect [i] Contractor D Tenant Architect Firm: Representative: Address: Phone: Contractor: James H. Robinson CO.9 INc. Representative: J.E:. Robinson Address: 490l~ Kitsap Way Phone: 377-0066 Contractor's License No.: J Al'ffiSHR3 7 GN7 Exp. Date: 9/1/89 D Residence GJ Business D Other: Church D New [iJ Repair D Remodel/Addn D Demolish D Duplex D Multi-Family (No. units ) D Sign D Parking Lot D Grading (cu. yds ) D Bldg. Move Nature of Work Proposed: Repair vandalism damap,e, replace doors, minor sheetrock, paintBR~. Sq. Ft.: Utilities: D Water D Waste D Sewer D Septic D New D Existing D Storm Valuation of Materials/Labor: Plan Review Fee: Permit Fee: Surcharges: [UBC Sec. 304(b)] $ 0 $ 81.00 $3.50 State ,~;l,50/ GJ $59500 Receipt No.: Receipt No.: 79055 Energy $10/$15 D Date: Date: 9/16/88 Zone Designation: Occupancy Classification (UBC): No. Stories: Minimum Req. Setbacks: Front: Side: Rear: Height: Heat Source: Comments/Conditions of Approval: Richard R. Mumma~ Bldg. Official c. \ INSPECTIONS REQUIRED: Foundation D Framing [!] Plumbing D ~echanical D Wallboard [iJ FI NAL Ii] OWNER OR BUI~DER SHALL CALL 478-5281 FOR ALL REQUIRED INSPECTIONS AND RECEIVE APPROVAL PRIOR TO CONTINUING WORK. SEPARATE PERMITS ARE REQUJR,ED (WHERE APPLICABLE) FOR PLUMBING AND MECHANICAL. All provIsions of laws and orainances goyernlng this Type of wOrk will be compiled with whether specified herem or not. The granting of", permit does not presume to give authOrity to violate or cancel the proviSions q~ any other state or locallaw-,.egulating co~~tructI9n or the performance of construction, SEE AND READ NOTICE ON REVERSE. .... /'\::::iZ" / , ~- - \ ...- 9/16/88 \....Signature;- ~--...... .~?:-<<~ Date ~ L Copies to: White-owner; Yellow-file; Pink-Assessor: Goldenrod-Building Stat. Code I BUILDING PERMIT APPLICATION , "" City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: '3l(.~. c~::~)3' ~( .~ 'I Site Address: '70(J fY~~) ~~/??-Fd'VOAlJ 4J # 98,.,,/ ?-- Phone No.: Owner's Name: ST. V4-uL :J E,t:JAS~ (/#'-IL.(#Address: SAJ7?1~ Applicant: DOwner D Architect [Xl Contractor D Tenant Architect Firm: #/4- Representative: Address: Phone: Contractor: \ Irrrrn~ 5 // 4~/lJscW a. k~. Representative: J ;/ 4oo-/J6b~ - Address: 49CJ4 L:;~m:J a) fik( ,f3d/ /?JE/lrzvtl. 4)/!- Cl8,:J/'2- Phone: 31'/ ~()()t:h Contractor's License No.: J/-tmESrlk!.17 R/'/7 Exp. Date: C'jI-/ -8~ D Residence D Business 5CI Other: e,;"{-,,, JZL:# D New o Repair D Remodel/Addn D Demolish D Duplex D Multi-Family (No. units ) D Sign D Parking Lot D Grading (cu. yds ) D Bldg. Move Nature of Work Proposed: /.?.G~A;~ U ~()/fltj.s:m MmJfl<<'-F ) ~ piL..AJr~ .t#'JoL!..5' '. .?l'/ //1/'//.1( - ... .:5J(~ .EY72oC/c. J ,(J /l /1)77 itJJ.. Sq. Ft.: Utilities: D Water D Waste D Sewer D Septic D New IZ] Existing D Storm Valuation of Materials/Labor: Plan Review Fee: Permit Fee: Surcha'll".' k (UBC Sec. 304(b)] $ J25 $ '?5r~ Q:::J State $3.50 5500 - Receipt No.: Receipt NO.:~<'\.~ Energy $10/$15 D Date: Date: Zone Designation: Occupancy Classification (UBC): No. Stories: Setbacks: Front: Side: Rear: Height: Heat Source: Comments/Conditions of Approval: I understand that applications for which no permit is issued within 180 days following date of application shall expire by limitation, plans and/or other data submitted may be returned to :~ or de~tr6yed by the Building Official. [Sec. 304(d)UBC). I certify that the info I ation ~~is application furnished by me is true and correct and that the applicable require ts .:.f. the/ rYn ~m~~Fton will be met. Date q -/~ --A'~ .... Signature / 'X 7" 7 ~ ies to\wnrte:~wner: Yellow-file; Pink-Assessor: Goldenrod-Suildin Stat. Code I Cop 9 Ci tf of BremertoIl. 239 FOURTH STREET BREMERTON, WASHINGTON 98310 (206) 478 - 5252 MA YOR GENE LOBE B U I L DIN G D E PAR T MEN T February 16, 1989 St. Paul's Episcopal Church 700 Callahan Drive Bremerton, WA 98310 RE: Building Permit #9046 To Whom it May Concern: It has come to our attention that your building permit #9046, located at 700 Callahan Drive, for the repair of vandalism damage, is due to expire on 3/16/89. Pursuant to Section 303(d) of the Uniform Building Code, a permit shall become null and void if work is not commenced within 180 days from the date of issue, or if work authorized by the permit is abandoned for 180 days after issuance. Please contact our office at 478-5281 within 2 weeks to discuss your intentions for this project, or to schedule a final inspection. Sincerely, ~~;;j~;~y~ RRM: j~ cc: file Gateway to the Olympics and Home of the Puget Sound Naval Shipyard INSPECTION RECORD CARD CITY OF BREMERTON BUilDING DEPARTMENT ADDRESS & DIRECTIONS 700 Callahan 9046 PERMIT NUMBER OWNER St. Paul's Episcopal Church CONTRACTOR J ames Robinson Co. PHONE PHONE 377-0066 1 FOUNDATION CORR O.K. 1. PERMIT ON SITE -- 2. CHECK PLANS TO PERMIT -- 3. CHECK SETBACKS -- 4. PROPERTY STAKES -- 5. FOOTING SIZE CORRECT -- 6. WALL SIZE CORRECT -- 7. CHECK FOR FILL -- 8. REQUIRED STEEL IN PLACE -- 9. CHECK FIREPLACE FOOTING -- 10. ANCHOR BOLTS -- 11. FOUNDATION PLATE -- 12. FOUNDATION VENTS -- 13. CRAWL SPACE ACCESS -- FOUNDATION INSPECTION APPROVED BY: COMMENTS: 2 FRAMING COMMENTS: CORR O.K. 1. WIRING APPROVED -- 2. FOUNDATION VENTS -- 3. SHIELD UNDER POSTS -- 4. POSITIVE CONNECTIONS -- 5. SOIL TO WOOD CLEARANCE -- 6. POST CLEARANCE - 2" -- 7. BEAM SUPPORT -- 8. TR. MAT. NEXT TO CONC. -- 9. WASHERS ON ANCHOR BOLTS -- 10. BEAMS PROPER SIZE -- 11. FLOOR JOISTS SPAN -- 12. NOTCHING & DRILLING -- A-FLOOR JOISTS -- B-STUDS -- 13. STAIRS -- A-WIDTH -- B-RISE & RUN -- C-WINDERS -- D-LANDINGS -- E-HEADROOM -- 14. ATTIC VENTILATION -- 15. CHIMNEY STRAPS SECURED -- 16. FIREPLACE COMBUSTION AIR -- 17. FANS VENTED OUTSIDE --- 18. A-BATHROOMS -- B-LAUNDRY ROOMS -- C-KITCHEN -- 18. WATER CLOSET CLEARANCE -- 19. SMOKE DETECTOR -- FRAMING INSPECTION APPROVED BY: CORR O. K. 20. FIREBLOCKING _ _ A-STAIRS _ _ B-DROP CEILINGS _ _ C-TUBS OR SHOWERS _ _ D-ROOF & CEILING LINES _ _ E-FURRED OUT AREAS _ _ F-FIREPLACE AT CEILING _ _ G-ELECTRICAL HOLES PLUGGED_ _ H-PLUMBING HOLES PLUGGED__ I-LID IN VOIDS 21. WINDOWS A-SAFETY GLAZING B-VENTILATION C-REQUIRED FIRE EXITS D-WINDOW SILL HEIGHT 22. CEILING HEIGHTS A-BASEMENT B-MAIN FLOOR C-UPPER FLOOR 23. SWAY BRACING 24. TRUSSES A-PROPERLY INSTALLED B-STAMPED 25. ATTIC ACCESS 26. CEILING JOIST SPANS 27. RAFTER SPANS 28. ROOF SHEATHING 29. ROOFING APPLICATION 30. SIDING 31. CLOTHES CHUTE 32. SHEETROCK BACKING A-UNDER STAIRS B-ABOVE GARAGE DOOR HANGERS M MECHANICAL CORR O.K. CORR O.K. 1. FURNACE SIZING -- 1. WOOD STOVE CLEARANCE -- 2. FURNACE LOCATION -- 2. CHIMNEY CLEARANCE -- 3. FURNACE CLEARANCE -- 3. HEARTH EXTENSION -- 4. 'B' VENT SIZING -- 4. CHIMNEY HEIGHT -- 5. 'B' VENT CLEARANCE -- 6. 'B' VENT SUPPORT -- 7. COMBUSTION AIR -- 8. DUCT SIZING -- FURNACE APPROVED BY: 9. DUCT CLEARANCE -- HEAT PUMP APPROVED BY: 10. DUCT SUPPORT -- 11. DUCT JOINTS -- GAS PIPING APPROVED BY: 12. GAS PIPING TEST -- WOOD STOVE APPROVED BY: 13. GAS PIPING SIZING -- 14. GAS PIPING SUPPORT -- OTHER: 15. OTHER -- P PLUMBING CORR O.K. 1. UNDER TEST -- 2. GATE VALVE -- 3. WATER PIPE SIZING -- 4. DRAIN PIPE SIZING -- 5. VENT PIPE SIZING -- 6. PROPER SUPPORT -- 7. PROPER FITTINGS -- UNDERGROUND APPROVED BY: 8. VENTING -- 9. CLEANOUTS -- ROUGH-IN APPROVED BY: 10. PROPER GRADE -- 11. HOT WATER TANK P. R. VALVE -- 12. OTHER -- 3 WALLBOARD CORR O. K. COMMENTS: 1. LID OVER SIDES _ _ 2. NAILING _ _ 3. W/R AT TUB OR SHOWER _ _ 4. 5/8 UNDER STAIRS _ _ 5. FURNACE ENCLOSURE _ _ 6. FIRE SEPARATION GARAGE _ _ 7. ATTIC ACCESS _ _ 8. DROP CEILING & LIGHTING _ _ 9. BACKING AS NOTED ON FRAMING_ _ WALLBOARD INSPECTION APPROVED BY: 4 FINAL CORR O.K. CORR O.K. 1. HANDRAILS -- 9. OUTSIDE GARAGE -- 2. GUARDRAILS -- 10. CLOTHES CHUTE -- A-HEIGHT -- 11. SEWER/HEALTH DEPT. -- B-INTERMEDIATE -- 12. COMMERCIAL BUILDING -- 3. EXHAUST FANS -- A-MECHANICAL APPROVED -- A-KITCHEN VENTING -- B-PLUMBING APPROVED -- B-BATHROOMS -- 13. SMOKE DETECTORS -- C-LAUNDRYROOMS -- 14. FIREPLACE HEARTH -- D-DRYER -- 15. SAFETY GLAZING/ 4. TILE AT TUB OR SHOWER -- DOUBLE GLAZED -- 5. DISHWASHER 16. INSULATION CERTIFICATE -- PROPERLY INSTALLED -- 17. FREE-STANDING 6. FIRE DOORS -- FIREPLACE APPROVED -- A-SELF-CLOSING -- 18. WINDOWS & DOORS CAULKED -- B-SWEEP OR THRESHOLD -- WEATHER-STRIPPED -- 7. ATTIC ACCESS -- 8. HOT WATER TANK -- FINAL INSPECTION APPROVED BY: NOTES: ~/f& PLANNING: 2,2,~-t1 .. J. ... ~~\~ .Ii BREMERTON PERMIT CENTER 286 4th Street~ BremertoTt, WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT Job Addr: 700 CALLAHAN DR Location: ST. PAUL'S EPISCOPAL CHURCH Parcel No: Permit No: 00-0350 Status: ISSUED Applied: 07/19/2000 Issued: 08/07/2000 Expires: 02/03/2001 Applicant: MR. MAINTENANCE CO. 377-9806 PO BOX 4522 BREMERTON, WA 98312 Owner: SAINT PAUL'S EPISCOPAL CHURCH 700 CALLAHAN DR BREMERTON, WA 98310 Contractor: MR MAINTENANCE 360-377-980lic #: MRMAI**020HO Exp~ 04-20-2000 PO BOX 4522 BREMERTON. WA 98312 Subcontr: Dase: FINISH EXISTING AREA IN THE CHOIR LOFT *~**~*~*~*********~*******************~***~***~*****************~********~**********~******** Valuation * Permit Fees: 167.25 Total Calculated Fee: 440.46 8,250.00 * Plan Check Fees: 108.71 Additional Fees: .00 * Other Fees: 164.50 Total Permit Fee: 440.46 ~~*~*~m************~************~*****~*~*~~*:~~******~*********~**********************~****** \" Thi$ PElymit shall become null and void if the buiidirrg o~' work authoyiz:ed by this pGymit is not ccxnmencecl within 180 days hom t.he data of such p&ymit, oy if this building 01" work aut.hodzed by such permit is suspended oy abandoned at any time aftey the ',.Ie)"!"k is commenced foy a pedod of 180 days. NOTICE - It i~ the Ye$ponsibility of the PElymit holde'y, not the City of BYeffierton oy Building Official to see to it. th<it Y\1quired inspections aye made. The permit holdey muot notify the Building Official when Y<l'ady foy in...."'Pections. Failuy& of the peymil: holdey to notify thg Building Official of yequimd inspections may yesult in t.he stoppsse of the woyk until such time that the p<:.'ymit holdeI' can suootanti<l.te to the buildil19 official that the conce-<:lled (.,IOyk meets 01' exceeds coc:\Q yequirerr.onts. Any demolition. t.e3tim. Oy financial bun:len shall bg bome din:tctly by the pel'mit holdey. Failuye to $l.Jb$tanti<l.tl~ code Y4!quiYem6lnts I"lill inc:J.s.mnii"y the City <l.sainst any and all yesponsibility 01' liability connected with the constyuction. I hen.by certify that. I have read and oxamined thi~ p~rmit and knew the same to be tru~ and conect. All j.')yovisions of laws and ordinancee governing this type of woyk (..Jill bg canpli~ with whetheY specified heyein 01' not. The syantins of a peymit does not pY$SUm€ .~~ give authoyity to.violat& 01' canr-~l the pyovisions of any MheY ~t.i"" oo","""oUno OY the poy'ny",""" 0' CO""b'uction. Signah're: -~ D&te:)( ~0/ro I c'?rt.ify thlll.t I am exempt from the yequinilments o'r the state contY8ctOY'S yegistyation l<l.w. undey .- ~~tion 3. Chapter 126, laws of 1967. Sisnatune: D3te:__ ******.*.********.***~~***. Perml t Cent er--Approved By: fl-~/llJ~ Date: _-.fJ1. ..--1/./'i-i"'\.____ '7 O' . -4JLfL f . .~. -',r...... " ' , ~'\ G~\ r---el BREMERTON PERMIT CENTER 286 4th Stre8t~ Bremerton~ ~ 98337 Phone: (360) 478-5275 F.4X: (360) 478-5278 '>'1 Building Permit No: 00-0350 Status: ISSUED Issued: 08/07/2000 Expires: 02/03/2001 Job Address: 700 CALLAHAN DR Location: ST. PAUL'S EPISCOPAL CHURCH Assr Acct No.: R E Q U I R E D I N S P E C T I 0 N S '" ,"'./ Item: 01100 FOUNDATION-FOOTINGS Dept: SLDG Division: Item: 01200 FOUNDATION-WALLS Dept: SLDG Division: Item: 01700 FRAMING Dept: BLDG Division: Item: 01800 INSULATION Dept: BLDG Division: Item: 01900 SHEETROCK NAILING Dep t : BLDG Division: Item: 02700 FINAL--BLDG Dept= BLDG Division: ********************************************************************************k TESTING: Must be recognized by the Washington Association of Building Officials SPECINSP: Must be registered with the State of WA ST OF WA: State of WA Dept. of Labor and Industries 478-4921 HEALTH: Bremerton/Kitsap Health District 478-5235 ALL INSPECTIONS PERFORMED BY THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THe PERMIT CENTER, (360) 478-5275. ********************************************************************************* permit. HOlder~~~~ . Slgnat\.!'(e:~._ . , Date'~~_____ "- f'" / ',-' , ."". f I 'v- -.,....1--.. . C:- ->>\ r ~--e( co: "'" "':;'" ""::: "" == -:.: == ==== = =:= ===::::::::::::: ==-:::-.: =-=:::: -===,,-, =-:::: === =:::::::=::= "":.:= =. ==::-:: = r::.::: ==::::::-:::::;;:::::::;;:::;:.::t :::::=:::::::;:;: =::::::::::::;;::::: SREMERTON PERMIT CENTER ~1~~' PERMIT CONDITIONS penni t Ho: 00-0350 Page: 1 ==~=~~'=~===~=~==~~~=~=~==~==~~=======~~====~=~~==~==~==~~=~=================== I Job Address: 700 CALLAHAN DR Assr Acct 'No: Location: ST. PAUL'S EPISCOPAL ~HURCH Applied: 07/19/2000 Approved: 08/07/2000 Issued: 08/07/2000 ., Appiicant: MR. MAINTENANCE CO. Owner ~ S~,INT PAUL'S EPISCOPAL CHURCH Contractor: MR MAINTENANCE '-. Descr ipt.i,on: FINISH EXISTING AREA IN THE CHOIR LOFT Conditions~ 1. FIR E a) Extend fire alarm and or sprinkler system areas. If applicable. NFPA 13 & or 72 b) Provide one storz and one markar "c) Exiting shall meet USC 10 Permit HOlder'~ ~ Signature__ X. ~ ------------- into new Date X_~~-- '- .' . OO-o3~O ........Bili.lding.:Permii..AppI1cattoni.......!i.... .. .n>cibfBi~&t6h;wA9ill1Ph6ri~~.:36(}478~5275j~~~.3M .. APPLICANT: ~ER DCONTRACTOR DOTHER .. . .n...... n' ... .._ . . .. _'n ........ .. .. .. ........... ..... . .. . ....... . . n.. ........ ,..... ...... . . . .. - .. .. .. . ...... ..... ...." . . . . . .. . . -. .. . ... ...... ........ ..... .. ....... .. . . . . . . . . . . . . . .. . . Site A.ddress: ~I2EMmTDU I Ov.;nei:: S:T.PR . I .. .' ........ ... ..... I . .. . . . .. .. . . I Contractor: .M ,~ lID 0, "OfU"' Ta.x Account Number: . . . .....AddreSs:.... I Contractor License #: I tCon(ctIJ~[?:~uu...' .. ..... . ........>...........ContactPhone#: .... . .......... . .. ..... "H' ... . . . ............... ... ..... . . . n. ... ..... ..... ....... Check the type of application applied for below: o SFR 0 DUPLS-X 0 iYfULTI-FAJ.vIILY o iYIOBILE 0 ACCESSORY BLDG 0 RES ADDN o RES REiYI 0 COMlvI ADDN ~ COj\;11vI REJ\..f o REP.AlR 0 SIGN 0 DEj\;fOLITION o NEW" CONINI. 0 TEN.A1"JT Ij\;IPROVEiYfENT o GRADING (cubic yards: ) 0 OTHER Nature of Work Proposed: (DnlZY WALL ITI.5TJ lJG fEAMEl) :SPI1CE (?) ll\\~TAtL 2. DD05 HJ rXlSTUJG ROllGH - IAJS G) l"-lSl~LL t.o TO ~ s.m. ELECT1ZlCAL DUTL~'J (f:l .-:- lfecks Square Footage: Dwelling Garage:~i .' ...' - . . Valuation' ... PlaD ReVi6vFee ..Peririit.Fe.e: B~S-Of 1()8 r; . ~5" . Total Fees .' State: _-\pplications for which no permit is issued within 180 days followinB~te of application 3hall expire 07 limitation, and plans and other data submitted for review may thereatter'be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicwt r-or :l period not exceeding 180 days on request by the application showing that circumstances beyond the cone-o! of the applicant have prevented action fro being taken. No application shall be extended more thw once. In order to renew action on an applica' n ftee expi tI n, the applicant shall resubmit plans and pay a ne'.v plan review fee. DATE: 7 )/~/~ { I M; AilS TIZf.JTDlZ. r.5CLJPAL c..H U/Z.CH - Bf:E:ME7Z.TDf\-J -.l /" /1 .I :,~)"~"J/ ~P~J..;f,J~: 'Ir1!r. ~:~ 11.i ~J\j(~ i~ n:,-:(!~~ t'L' "~.\ ,,'1 0(,',:11 ':,;'1p: ill.ln: li~~'dll!.H (.~;{,Vt,) '~(lll....,'lil"I' ;': ~)()'O;i~ ',,:li!.jl!(J',' '1'1'1['= (Of,'(,) ~'f)I)~':'" I" (;,~'/'.;: ~,lJ! IH1;:}'ld 'nlwunq (,n,~;) ro,:,'l ':,~"". ','P':(;Ii;\-i ;\O! I <IT I~:"''''''!''P(<: ill nr.' .':).: ~< llo Kt. " J l( ,r. :1 'n:'* ~, << " ~~ rj(;I:;~ ~ i. ,... J '~ " t ,; I U .i ieu.. 'Ul; '~ * ~ y t:l' .t. 't ;" ,l, :r. '!Y:f ~. 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'j,.J :: *, ~. ,;,., ~ i :ll 'f;', ..;. " t I ~. i: :t)j' ~;' -t,'r. t, 'j:.r '.j;.f '''' 't 't, i',f, "{( ~ {':'I' .>t.:t :l.~' 'f' .t.,i, 'j:.~ :::[;,:'1::.1 ~'l t. '}..'/. i 1 : j j,,~ J :,,'J, ,j '\ :i r:, ';, 'j: i.t ,t', 'f' I ~ 'I Ie \' 1.' .t. ~ ';f.;t,j' ~. ,j ~ :i:;} ,r l: t 'f :1.1, i' ,r *' . ,i::,f ';' i' :1, 'I' t.;i' -t 1 * r I' '.:'11,',' q I f-J',1f'f]h,. )' ; t1f:LflUd: (J(,I)l l(~ " ; <(~! nv. H,) n i : 1 (, l:j '1 HP f'lfYi.f~;: N(;t'F I:. I) ,. / 1 <.:) ,/ "Yo' 10: Jlj I 'I L 1. ~ .J t1 !. :1"L ,_ t f f ( Ill': '.:' 11',lt".f\.: i",',: i.l.) I I:l.L I,. I'k,: ",1. J ',~ i ",kL :C'C ":;. I. ,y ;{., f. .i U \l : i ~~ ~, ~) ~:' \ J t ~~ r. t ,L I >CiUH! i L:U1l, 1-)ITTI[ i 'j4(j t1l'Crl/ i",,) ',',\L I i~,t>~l l {-)f it' l~"! ,', t ,1:,\ I I t . ~ it., i '. ~); , {'IF' I. /;~-: i'~. 'I '.J i.:, I. (,~: :;:-" '.-: ; I.:, l.d 1 (-it ,i Plod,;,;'; 13:IJ "lllf.....~: :_:F1l) r.! (, l :-1 1. '.-~: ~~)n" 111':- ni.. ] \)~.l . ,.'1 I ", .:':-:' '. .: ,{..; .1' .!: t " < ", , I.t' ,\ .j: '1' .1, r ~ 'f .; .f.; ,1' .{, ,j ... A 't, ,j',~ i ,~ ~( .t j." I I:.f"~ ~. (,0"n;' l ..: , ie" i I I';. : ! ~,t.; :,fi l:,,'{"'..;{:,{)': :,I,lc,.;~{) L.I.li~ pfi.I(;. 1'1. ,q r.lh',U ~. {, I' t' ; ,(, '+: ,~ t .t .{ :' 'f. ,I: 'f j:;t 1::1' :t 'J i' r'ilili,<lt:lt I t:.1 " UH, . 7 I. .'! ACORDTM "CERTIFICA TEOF LJABILITY INSURANCE 00 ---0.3 ~O 04 !10E)~'ff6rw> : PRODUCER Northeast Insurance Agencies, Inc. Cor];X)rate Square Office Park 4801 N.W. Loop 410, Suite 625 San Antonio, 'IX 78220 1-800-457-2379 fx. 210-732-3593 THIS CERTlFICATEIS'ISSUEO'AS A' MATTER OF INFORMATION . ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. .--------- COMPANIES AFFORDING COVERAGE COMPANY A Hartford Casualty Insurance Canpany __ _ .______M__._.___~ ___,______.____._____ INSURED Teresa M Remick dba Mr. Maintenance 2637 N LaFayette Bremerton, WA 98312 COMPANY B COMPANY C COMPANY D COVERAGES::: '.' .n. .:.f)" THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. co LTR TYPE OF INSURANCE POUCY NUMBER POUCY EFFECTIVE' POUCY EXPIRATION DATE (MMlDDIYY} , DATE (MMlDDIYY) . LIMITS GENERAL UABIUTY COMMERCIAL GENERAL UABIUTY r~~X: ClAIMS MADE 0-- OCCUR ~ , OWNER'S & CONTRACTOR'S PROT ----, A -x: ROP 65SBAGR4816 04/20/00 I i I 104/20/01 i I I~~~~~A~~REGATE $2000000 I ~.~~()U9~~ :~~~P A~~~.!2QQOO~_._., ~RSONAl & AOV INJURY I $1 000000 I EACH OCCURRENCE I $ ~~-.?AMAGE(AnYone~ 300000 MED EXP (Anyone person) . $ AUTOMOBILE UABIUTY ANY AUTO ~ ~ ALl OWNED AUTOS ----, : SCHEDULED AUTOS --j HIRED AUTOS . NON.QWNED AUTOS . COMBINED SINGLE LIMIT : $ I , ~ i BODILY INJURY (Per person) : BODILY INJURY , (Per accident) I PROPERTY DAMAGE ! I $ ! $ I $ I ANY AUTO AUTO ONLY - EA ACCIDENT i $ IoTHER THAN ;UTO ON'i:Y:l",n ,'.' ! EACH ACCIDENT. $ , I AGGREMTE: $ I EACH OCCURRENCE : $ [AGGREGATE I $ r . $ GARAGE UABIUTY ~ ~ EXCESS UABIUTY i i UMBRELLA FORM ,.---j , OTHER THAN UMBRELLA FORM , WORKERS COMPENSATION AND EMPUOYERS'UABIUTY THE PROPRIETOR! : PARTNERs/EXECUTIVE . OFFICERS ARE: . OTHER INCL EXCL - ~_U:O!!Y~~.I!.~_L!'!L . : EL EACH ACCIDENT : $ r-::-: I L~ISEASE - POUC~..~J~I:r:...: $ EL DISEASE. EA EMPLOYEE: $ A BOPmercial Note Pa 65SBAGR4816 04/20/00 04/20/01 Property 10,000 DESCRIPTION OF OPERATlONSlLOCATlONSIVEHICLESlSPEClAL ITEMS Certificate holder is named additional insured as their interest may appear. **Except for the 10 day non payment. Any quest~ons call 1-800-457-2379 CERTIFICATEHOLDf:.~( .... ....i:';:. ::.: :':'.': Department of Labor & Industries Industries Contractors Reg SE POBox 44450 Olympia, WA 98504-4450 .'CANCELLATlON' SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAlL ~ DAYS WRITTEN NOTICE TO THE CERTlACATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAlL SUCH NOTICE SHALL IMPOSE NO OBUGATlON OR LlABIUTY COMPANY, ITS AGENTS OR REPRESENTATIVES. . ACOR02s:.5(1I9S)':'" 'iilACORD CORPORATION 198!.j ------- '. BREMERTON FIRE DEPT. 817 PACIFIC AVE. BREMERTON, W A 98337 (360) 478-5380 FIRE MARSHAL'S OFFICE Fire Marshal 478-5384 Deputy Marshal 478-5385 Public Educator 478-5393 Business Name: Date: Located at: Phone: Owner/ Manager: Occupancy type: 2J f.,"~'~~ lJnlroFm~~mJe;.an(lJ~~o~::Pth'erau,~ -. ""0 ~ <,~ ' '-""<<' ' ,l "c','~htt: ~~j;..;"''', '),';" ;t"~!~'ef()reV~~~X~~ M ._~~1lffiJ~i;~~~:~~ ..c.._.~~:::.::i:::t:~!: _ No Deficiencies Found (Thank you for your conscientious effort) _ A re-inspection will be made at the end of a specified time. _ Please submit a letter of compliance when these items are corrected or fax to 478-7257. _ Have your portable extinguishers, fire alarm and fire sprinkler systems serviced by a certified technician. This must be accomplished on at least an annual basis. UFC Sec. 1001.5.1 V ~ Have ou, ra e h;; 'u ,,,,ioo, 'tem ,erviced every ,ix month,_ hy a certified techniciao. fY1(1)fIl fC{! n Date of last service: Extinguishers Alarms Sprinkers Hood Correction Date: ~ Owner/ Manager C() ---0 .~ s-o St. Paul's Episcopal ChtlfCh 700 Callahan nrive Ihemel1on. W..l."hington 98~ HV~~}04 (360) 377.0 lOti Re: Finishing of existing space in the church choir loft. St. Paul's Episcopal Church in Bremerton plans to complete finishing of the existing area in the choir loft that is in the nave (main sanctuary) of the church. During construction of the existing choir loft in the church, space for two offices or meeting rooms was planned. The space was framed and provisions for two entry doors were rough framed. At that time, the two interior walls on the choir loft side were finished with dry wall material. The scope of work for the planned remodeling consists finishing the existing framed space in the choir loft area. There will be 784 square feet of Y2" dry wall material installed on the existing four framed interior walls of the area and 356 square feet of 5/8" dry wall material on the existing ceiling framing in the area.. Two doors will be installed in the existing rough-ins to provide access to the offices/meeting rooms. In addition, six to eight standard electrical outlets will be installed in the existing walls between the area to be finished and the existing choir loft. Two electrical wall-heating units will be installed in an existing framed wall. Electrical wiring and outlets for ceiling lights in the two spaces to be finished were previously installed during the original construction of the loft area. In addition to the interior finishing described above, the area to be finished and the existing loft space would be carpeted and painted. It is anticipated that not more than twenty people could be accommodated in the total area to be finished. Also, the use of the space would normally only be for about two hours each Sunday morning. ~.t1~:'Ti':~i;T~~~1~,~i:;~~;':'i:":'i:}th~~",'," "" ~:t~:,.:\,,::~J:'?7"-:~....;.-~~,-~,l\,..c .; 1.52 ;:..... .'.' ..;~: :"':,; .~~'i-~-. r' :. . .\(' . '.. 'r-.,,~_ . <', \',..'~: "". \ :~~:"~" " 0..... ....0.... / 'T' , "i"',': .', , ~ I ,,,", "~; [;';:?:;;;;"':;+";~+f~;t\::i9":r1::;:;fjJ[,;i>!'~~ 6 t,<f'.o07 j y, l.g J 1-",':(,11 , .' ':.:-: :~.. 11.. 71h ~~ #1.-- '~llJ74' 4-<>;Z' '. 11'-511" ..f"'~ 4-0'1/. '1~~' ~'-ciz.' ~j) 1-+~,~,:..i.;4:0'~ ' I ( Install W' drywall materi~l t; the exis.ti~g i~e:i.07 fr~mi~g, ~ ')" C',_ ',...." ~ Install 5/8" dry wall matenal to the eXIstmg ceIhng frammg, .:. '. .'- I,~ \ i', .J~ I ....., 000 2.5 3 3.5 :u+'-d 8~5 5 55 6'1t: ') ,.f.d-X' r.~' ~-o'~, \ 1t+ ~lil (i'~' .oj!.ol'.I' r,1f...' ~'h! 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BREMERTON MUNICIPAL UTILITIES 3027 Olympus Drive Bremerton, Washington 98310-4799 478-5318 4561 VTILITY SBRVICB AG~~E~NT Work Order No. Tap No. Receipt No. Bremerton, WA. , 19 The undersi Service Address: Kitsap County Plat ------------------------------------------------------------------------ SERVICE REQUIREMENT: [] Water [] Wastewater [] Stormwater SERVICE AREA: [] Marine Drive Water [] Sewer District #1 [] City [] North Perry Water [] Tracy ton Water [] County [] Port of Bremerton [] --------------------------------------------------------------------------- SERVICE CHARGES: Connection/Inspection Fee: Water: Domestic...............Size $ . Was tewa ter ............................. $ BARS # Fire ..................Size Storm Water ............................. S Front Footage Fee: Wa ter ................................... S Was tewa ter .............................. $: Storm Water.............................$ General Facility Fee: Water ......., of units Wastewater ..f of units Storm Water .f of units it . (Ii $ it . $ , $ System Development Charges: Water Wastewater Storm Water , , , Temporary Service . Road Permit [] City [] County ..$ Street Restoration [J Asphalt [J Concrete $ Tapping Fee ............................... S Deposit . Other / 51vrZ- a~~f(?r . TOTAL. . . . . . . . . . . . . . . . . . s /50. aD 31-<3 r~. /00 0 --------------------------------------------------------------------------- 1. Utility charges are the responsibility to the owner regardless of whether the property is occupied by the owner or tenant. Unpaid charge shall become a lien on the property serviced. 2. By this agreement, the undersigned owner acknowledges that the owner assumes the risk and the City disclaims responsibility for all claims for damage or injury to person or property resulting from the following: a. Installation, maintenance and operation of all plumbing, fixtures or appliances connected to the water meter or wastewater main. (Building permit inspections are limited in scope and do not guarantee plumbing design or workmanship.) b. Changes in pressure, flow or temporary shut-off of services due to system maintenance, emergency or non-payment of charges. Phone Number State Date Date ~. 1\~ Utilities: 8- I Date ---L ZIP , 19 , 19 190U opies: Utilities Accounting 8 Engineering Goldenrod Copy: Customer ., BREMER'TON;BUILDING~ DEPARTM ENT' 'l~is~'e~tior1 R~~4rf ' ~ ~ Vi, ,( .' ,,'v .,' , , . . . , , ~~" , . Permit ~ber:' ' \ ~ -.. '"' '-, ,~:) . ),<' '; , - )" J '. \, .~ \, v, j' '.',::- Scop~';q,f work;:",' " . Addre:s~s: ~\, ..' " " ' . ~ '-,' I . OW'n: 'e' [:.. <. ;.,;,.\ . .. .' '. Contt~~toi::i~'~" " .' (, ""\ "il.' -. ":''-j' , " Phone: Phone: .' , . " '. . '-,.. - ~- " COMMENTS:" . ' - , ". ~.: ' UNDER FldORIEOqNDATIONINSULA TlON APPROVED:' . , ",'I.., '. , . , " ,\ "\ ,...\, ", , ~..,: , '. , , " '.( .' , \, .' . 'j: , '/ .1~lsp'ectior.(~'qr(l~approved planl> on 'site . - t< ~ '" ~",; '~ i', ",' ~ F6atings; leq'oIJeqs.teel: pl~lCen)ent '. ~" ~ '.. \. ",!'; " \ . 'F9p~in'Qs:r:etj'uirEld'widlh & depth' ~ , .~., \' ~' , I ,B:~a,~LnQ'i;:?)I\soil?~.<;Inatysis if applicable) . ' fOUNDATION SelRar::k~ . "~'".': .'.JIJalis: required ~te.el'pJ,acernent \'; "Wa!Js': requiredsi~e, .' < ':, S p~cia ~in s p,ec,lqr ('wh en, Cl ppli:Pp:b t~t: Plurhbing,'&mechanicalapp'ro,'V;eai,. !:'. '", I" .,' Floor joists and be~nis/pr6peCclearahce t(h~arH) , ", ' l" " ,." ~,~ ;: ~ ""0-,,';,', 'j \, '. '; _1\ .' .' PO!Jfldatidn ve~ts';:, ",';\"'~'<~'c;: Anchor bolts: nut:s&'~c;lsheF~in:~lace:'{~t:,'"" Fl06r joists; ~ize&,sp~n~ ,J '..',' ,:'.."c . Notching~:drill!ng J.qi~fs~Yearf1J' ls.t(Jd:~.\./' .'" Exhau.st fans; wh~flHetILi(6~d: ' \:.'., , :WholehoLlse fan, 6~tsjde'.aif i'ntakes.each'bedroorn . - " , ~. ,.' ,- ,<' " .' .~; .' I ": <.. - ~ . Hangehood "<.'~ ." (.' ~" r '-, "', : " ! -e! ' " , - All y~nt tefl'ninatiot:ls: windows, ~',prpp~Hy >liRe. ,...,. ~--.- ','. '_ I - '~~,. ~,.~...I,:,-,'.;".-,:."r'~"""""--'- . Wif;id.o.w,s; meetS .egress' reqlc1ir~r1i~.Rts ..' .: ;::.L; .,'>'7:' . - .', ' , , ), ,", - .-', .).',( :I'n .;, ,>- ; , Wind9ws',Aafety. ~1:a~~({'1hel'~~r;~gllWe'd;, '. '.' .'S,t91(p: ;h~ac,lf~olT\ :cJei,l~aQc'f: <':;.'" . ,^T,. ; , Fireblqcking:. wall.jQ ceiling, fO,f,req o/illlB1~v~rx, j 2' Fir~.'brQcking:tubs/sho~er~ "''''~''J~'' .... ~,' . , , ~fire blocking:..stutt ~ofe$ 19P ,&~~~QVb~m,'giat~~. '. I. : \Nail tJracing , '.. I;, ,."';; , ""1 ,. " Trus,ses; specs,br(icin}1,' > ,~..'J,< :;':~<" Atti~yentilation ." , ,.::) .: . >:. ":<'" 'WALLJN,SULATION APPROVED; . ,,- '".. !:, . ~.) . .; ,',' ,,' ;. - '. ; - .' . ' ~.' ..... ,~ , . . , '. - ,,' '.. ~.-; " .J (,'\ . ~fA ~~. . <. , ,j' , " ~; '< J " COMMENTS:> ' '.. 1,1,. " I. ~ ' , 'I' .. .,. , .~. >{ - ~ /, ,,-]L,' . , ,.' FOOT'ING'S APPROVED: '-,- t. .' - . .,; ,\' : /. ,; _ -\ '~ . . " FRAMiNG' / '.": . i '. >Eledrica(;a-ppr9veM. 'CJa.,yl.spa~~ access (min. 18 X 24) , -, , ,'- .t _ . , . ~ I ,PQsXt)y'e;c;:on'Qef;lionsposts &. be~ms "'.... ~'.' ,P~sts,P.i:.oP~r1y' ,s'uppor,ted , 'Mudsnl~tf'eated mat~rial " ....... . 'l?eams/Qird~r~S'iZe&' span ~,fJJa~e..a~te~!~J~: aW~equ,i!ed l.o9~tions'. E~ bd.~~tfai1'~i p sq I~t;~d-:-u nce ~d !fio n ed 5 pcme .. f,.ah'~Jerrfii0at\i(lg. d1i~Clly outisde ~"'. . , J ~ . -, t.,R~r'ye,r ~->\~~~j$t,xenl >/ .. '" " , . ; Fif~.R!ac~ec;blhli.usti?n, aJr. \ .W,iNqO~.^(l>;::,prbpe!.U valve. ~il[n:9:11Ei)~ht,s'" " : F . Starts: <Hse lI,.'rUJl; proper w,idlll ' I, ',\ ',-' " , _ t . , F,ire,tlJ69.kjng;:s.t,airs,.s0Hit~:lowered ceilitlgs :Fo~reQlb:ckrrig;lidS in vOjd'sp<;lces, shafts ,S"h~,~Jt~?'~:-:~aC~'i{.lg, ~' : ". - , Rafli:ks '~i,ce/notctling, c .' . ' '- . , " " ~ ~,' " Atticacce.ss'" ,'. ....' ,,' '. . . Wa1l'~rpo(sheathirig: '" J . '-" ' . " ',- ~ - , ..~tIildi(1,q. dried ,in . .' ,~ .' '< \. " . ",'\. " .'.' ""', .' c. < : ': .' ,,:, :_~ " , ",\ ., '''.-, " --:.,,~,' . ~ ~~ COMME;NTS~: . ..' ~ . . , \ ~ \. ~ -\ ,":~'.-f ::~:.\\r, . ,,1,'1.. " ;s " . ",:, . '"; '-,1,' .~~' . , '\ APPRO\lED:':,,'~ :', "c, ' "r. , 1, ,'.} / . 0,:'" ".}' ".~' <. ;',. '.,' 'L, ,: '.',!",'- ,-. \' ,'. \ ~ .. " ,; .~' WAlLS')\PPROVED.: : '\C. ." '.' ~~'. : ..} , i ~ :- ,....,:... .'-;'. She'ar nailing' ' . " C'. '.'.' ..',. " ", " . _ I: .~ ,-' c' ';" \ \ : " ''-" . "'-~, -'I " ..... " r' f _ l' ~ ,<~,~ -~.,': ',' ..;.... . ' . " ~ ./ - )/ <, ' , . '\' , ." ,..~ - . ,,~ " ., , ,~",~,~~;.:L_"..~~;~_~~: ;<. ',~ ,'. "'>:~':':::t~~,:" ~).l '.\ ~ ":~.'.:... ,. \ ~~,"\)"._~--:.,~..~, "," ~ " 'I f . \.. ~:' ~- '-~ .~.~ ~,~. <~<~< ;:~. ~. , . ./';. " . '-/:" I .. I '~ :,: '.. ',~, 'J frii.&ul~li6npr~p~r.Rvalue JnslJlanM: y'ap()f' oarrler ; . Perii;tr.alion~ l~C\L11~edas reqliired ,~,ir)il, bJa~g j'lt)ly'in~,(::tawl' sppce ENERGY GODE COMPLIANCE, . .... ,;C' \"<,_:.' ~. '" InSlJlation: properfaslehttlg: "..'1,> ; ..~~,,~:0 ~ .., , . , "Botto'rri plale~ caUlked t.o:fIO'O,('~' <,:.:.~.:.) '\ ' EI~ctrical bo'xes'~a~,k~t~d;o{~~~I~e~';(:;;~~>;>,:' ~"~, ~.r' :'~;~ 1 ,~~> '. ":~<f:~','~' (" , ,,< '. >~ l. .,r-. ,) , .:: I' F:" ~, .. ';\ 1'. ,." I, ,~, , t, ~ ' }, . , CE;ll,ING I,NSLJLA ~ION AP~ROVED: I' ..:: ~;, ~ -" ',... " ~,. ~.J'; '-' <.', :' " y ~ ;, '\l" . . ... ~ , , , (" CITY OF BREMERTON - BUILDING DEPARTMENT 478-5281 - 817 PACIFIC AVENUE, BREMERTON, WA 98310 (INSPECTION REPORT PERMIT NO. 71'1"'1 I have this day inspected this structure and these premises and have found the following violations of City, County and/or State laws governing same: VI,..( - at:. ft /H~IIIG-~ all a~"") t('1'~ b-y fL~ &.boll.e c"N"e~-I;;,- (: · You are hereby notified that no more work shall be covered upon these premises until the above viola- tions are corrected. When corrections have been made, call for re-inspecti Do Not Remove This Tag DATE q~ff~ r'r Cityof BremertOI\, 239 FOURTH STREET BREMERTON, WASHINGTON 98310 (206) 478 - 5252 MA YOR GENE LOBE The following plans are located in plan file drawer #3 of the tan, 5-drawer cabinet located on floor in northeast corner of basement: (C 1. Food King Store (presently Gary's Family Grocer) 616 6th St. 2. Oyster Bay Inn (formerly Hearthstone Inn) 4360 Kitsap Way - 2 sets 3. Doctors Clinic West 925 Adele 4. Doctors Clinic East 2512 Wheaton Way 5. East Towne Center -Riddell Rd. & Wheaton Way. 3 bound sets/3 single sheets 6. St. Paul's Episcopal 700 Callahan - 2 bound sets 7. Kitsap County/Bremerton Health Dept. 109 Austin Dr. 8. Wheaton Way Middle School/Naval Ave. Elem. 1300 30th/900 Olympic 9. Manette Plaza - 1100 Wheaton Way 10. Olympic College Food Service 1519 Chester 11. Westgate Motel 4303 Kitsap Way Gateway to the Olympics and Home of the Puget Sound Naval Shipyard ... . PERMIT _. CITY OF BREMERTON BUILDING DEPARTMENT PHONE: 478-5281 7CO Callahall SITE ADDRESS Sto Paulvs Episcopal Church same ASSESSOR'S ACCT. # 377-.0106 i ZIP Ludloi'J? 10iA 437.-2922 ~~E D REPAIR OWNER MAIL ADDRESS RoAoT. Plumbing&Reatingp 1041 Andy Cooper Rd.? Pt. CONTRACTOR MAIL ADDRESS Class of work: G!I NEW D ADDITION D ALTERATION PHONE CRI'i'lRB151MT LICENSE NO. D MECHANICAL GJ PLUMBING No. Type of Equipment STOVES Gas_ Oil_ Wood_ FIREPLACE INSERT FURNACE Gas (Nat._ LPG._) Oil_ Wood add on_ Other_ Electric_ BTU Type: Up flow_ Down f1ow_ Horizontal_ Wall_ CONVERSION BURNER: Gas_ (Nat._ LP _) Under 100,000_ Over 100,000_ Oil_ UNIT HEATER BTU_ Gas_ Elec._ BOILER Gas_ Oil_ Electric_ Other_ HP_ GAS SYSTEM Max. 5 outlet Total_ EVAPORATION COOLERS Roof_ Wall_ BTU_ AC UNIT Electric_ Gas Elec. Combo_ BTU_ HEAT PUMP Single Package_ SpliL- Add on_ 'BTU Ton_ MIXING OR REHEAT BOX CFM_ BTU_ AIR HANDLING UNIT CMF _ BTU_ FANS ExhausL- Supply_ Bath_ RANGE HOOD Residential_ Comm._ ROOF DRAINS CLOTHES DRYER Res._ Comm._ INCINERATOR ALTERATION TO DUCT SYSTEM Heating/Coolin9-- ExhauSL- TANKS Oil_ Gas_ Propane wlOK from Fire Dept._ Gallons REFRIGERATION UNIT PERMIT $ TOTAL FEE $ FINAL APPROVAL COMMENTS Fee No. Type of Fixture or Item Fee ~ O() 1 WATER CLOSET (TOILET) BATHTUB 1 LAVAlORY (WASH BASIN) SHOWER '3 KITCHEN SINK & DISPOSAL DISHWASHER LAUNDRY TRAY CLOTHES WASHER 1 WATER HEATER URINAL DRINKING FOUNTAIN FLOOR - SINK OR DRAIN SLOP SINK WATER PIPING & TREATING EQUIP. WASTE INTERCEPTER (Grease) VACUUM BREAKERS & BLACKFLOW DEVICE LAWN SPRINKLER SYSTEM SWIMMING POOL - Private_ Public_ GROUNDWORK SUMP ALTERATION KIDNEY MACHINE h.~('l 1 R n[) 7.50 PERMIT $ TOTAL $ 15.00 ,; O{O'O 52. .<;1": NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS, OR IF CONSTRUCTION OR WORK IS SUS- PENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 10.00 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME 10 BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COM PLED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME 10 GIVE AUTHORITY 10 VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF ....--CON ~RUCTION-, #~' I " / ~ I / / --1'.-1-.:, \ . ,---. . 'll h l. (.[l2e tfJ~, S':1'ATURE OF CO~T~R OR AUTHOF;/IZED AGENT S/4/G'J (DATE) (DATE) RECEIPT NO. SIGNATURE OF OWNER (IF OWNER BUILDER) -7-' I; (-) ~VO ;'''-f ' '- PERMIT .l'q f:> "Jl f} [ .111 <J. ".jJJ (White-ORIGINAL, Yellow-INSPEClOR, Pink-APPLICANT) .PER_!IlEME!e!~!~!Tl QN .... I PHONE: 478-5281 I I I ~ MAIL ADDRESS ~ I !z. ZIP ~~~ ~. 4~7 '?Z.'Z.. MAIL ADDRESS Q"I" Lut::>lA~ - I PHONE ADDITION ~ ALTERATION U REPAIR I I SITE ADDRESS OWNER . I ~?~~ CONTRACTOR Class of work: D NEW D D MECHANICAL 1b4t No. lYpe of Equipment STOVES Gas_ Oil_ Wood_ FIREPLACE INSERT FURNACE Gas (Nat._ LPG._) Oil_ Wood add on_ Other_ Electric_ BTU Type: Up flow_ Down f1ow_ Horizontal_ Wall_ CONVERSION BURNER: Gas_ (Nat._ LP_) Under 100,000_ Over 100,000_ Oil_ UNIT HEATER BTU_ Gas_ Elec._ BOILER Gas_ Oil_ Electric_ Other_ HP_ GAS SYSTEM Max. 5 outlet Total_ EVAPORATION COOLERS Roof_ Wall_ BTU_ AC UNIT Electric_ Gas Elec. Combo_ BTU_ HEAT PUMP Single Package_ Spli~ Add on_ BTU Ton_ MIXING OR REHEAT BOX CFM_ BTU_ AIR HANDLING UNIT CMF _ BTU_ FANS Exhau~ Supply_ Bath_ RANGE HOOD Residential_ Comm._ ROOF DRAINS CLOTHES DRYER Res._ Comm._ INCINERATOR ALTERATION TO DUCT SYSTEM Heating/Coolin9-- Exhau~ TANKS Oil_ Gas_ Propane wlOK from Fire Dept._ Gallons REFRIGERATION UNIT PERMIT $ 1UTAL FEE $ FINAL APPROVAL ASSESSOR'S ACCT. II PHONE c (< ,'-H<..5 \ '5 \ ""'T LICENSE NO. ~ PLUMBING COMMENTS Fee lYpe of Fixture or Item Fee 6. cro)l I G. c:c:> ~ I \'8.00')(. ~ No. I WATER CLOSET (TOILET) I BATHTUB I LAVAlORY (WASH BASIN) S~OWER KITCHEN SINK & DISPOSAL I DISHWASHER I LAUNDRY TRAY cUOTHES WASHER I WtTER HEATER URINAL I DRINKING FOUNTAIN FLboR - SINK OR DRAIN S~OP SINK I WtTER PIPING & TREATING EQUIP. WASTE INTERCEPTER (Grease) V~CUUM BREAKERS & BLACKFLOW DEVICE I LAWN SPRINKLER SYSTEM I SWIMMING POOL - Private_ Public_ I G~OUNDWORK SUMP I A1.JTERATION I KIDNEY MACHINE 7. ~(:) )( \ /~ro PERMIT $ I~. .- TOTAL $ ~;;(.:>~ NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS. OR IF CONSTRUCTION OR WORK IS SUS- PENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME 10 BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COM PLED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME 10 GIVE AUTHORITY 10 VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER = OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF ;:,.". . z. &"/ (DATE) (DATE) SIGNATURE OF OWNER (IF OWNER aUIWER) RECEIPT NO. (While-ORIGINAL, Yellow-INSPEC1OR, Pink-APPLiCANT) PERMIT 14. The Planning Cornm_ion.may upo~ review of the ~ding site plan authorize major a~moblle repalr shops or funer~homes. Telephone offices, telegraph and messenger offices, telephone exchanges and electric substations and similar uses of public service corporations, police or fire stations. Group Residential Facility, Class I and ~rou~ Residentia~ Facility, ~lass ~: shall be allowed in Business-Two (B-2) 01strlcts by speclal use permlt onl}. (as amended by Ord. 3661) 12. 13. Section 508. Business District (B-2) Accessory Uses. The follctoTing accessory uses shall be permi tted- in the B-2 Busmess Districts: 1. Uses and structures customarily incidental to a principal use speci- fically permitted except of a type specified as a prohibited use. 2. Business signs, not e..'\:ceect:.ng 150 square .:'eet in area, pertaining only to the main business conducted on the premises " 3. Commercial parking lots for private passenger vehicles only. 4. Loading and unloading areas and facilities. Section 509. Busmess District (B-2) Accessory Exceptions. The accessory e..'\:ceptions ~ihich may be authorized by the Planning Commission in B-2 Busmess Districts are those uses customarily incidental to conditional exceptions. Section 5100 Bus~~ess District (B-2) Density Provisions. Density provisions for the B-2 Business District are as follmvs: Is Haximum building height: ~.lhenever the sideline of a lot in a B-2 Business District is adjacent to a ?esieer-tial District, the buildL~g o~ such lot shall be lL~~ted to thi=~7 (30) feet L~ height above highest elevation of sidewaL~ adjo~~g tr~ tract upon which the building is to be constructed. Ho building shall exceed a height of sixty (60) feet above the highest elevation of the side~nilk adjoinL~g the tract upon which tr~ buildL,g is to be constructed. 2. ..Eini."1'IU!ll Lot: ~r:) m:ini.'7IUIll lot area for non-residential buildi.l1g. I1inimum lot area for residential building shall be as required for Residential Districts. ~ ~~~ e 1It15 e Builders' Hardware l1 Supply Co. 1516 15th Ave. West · P. O. Box C 19086 Seattle, WA 98119 · Phone 281-3700 A Hardware Specification for: RENOVATION OF ST. PAULS EPISCOPAL CHURCH 700 Ca 11 ahan B reme rton, WA Architects: MCA Architecture Planning 19660 Highway 305 Northeast Poulsbo, WA 98370 779-2249 August 29. 1986 By Susan K. Trimble, Consultant Contract Hardware Department 00 rn @ [H \'7 lli [ill I SEP S 19RFi BREMERTON BUILDING DEPARTMENT 1 1/2 pr 1 1 1 1 set 1 1/2 pr 1 1 ...:' e e HW1 Butts 88179 US10 4 1/2 x 4 1/2 Latchset 779L2-L9510 US10 CLS WBX Closer 390E/P390E as required DBL SNB Wall stop WC9 US10 Gasket 5050 HW2 Butts 179 US10 4 1/2 ^ 4 1/2 Privacy A40S Ply 612 2 3/4" 8S " Wall stop WC9 US10 Silencers T strike HW3 Reuse all existing hardware from door 42 (including butts, vertical rod exit devices. closers) and add: 1 Threshold 200-5AV MS & EXP 1 set Gasket 5050 (head and jambs) 1 pc Meeting stile gasket 371AW 1 1/2 pl~ 1 1 1 set e e HW4 Self closing hinges 2060 US10 4 Lockset A53F'D Ply 612 2 3/4" BS Wall stop WC9 US10 Gasket 5050 1/2 :< 4 1/2 >: T s t r i k e HW5 1 1/2 pr Butts 179 US10 5 x 4 1/2 1 Lockset A53PD Ply 612 2 3/4" 1 Wall stop WC9 US10 Silencers ..,. -.,;. 1 1/2 pr 1 1 1 1 1 set BS c. T stri ke HlI-J6 Butts 8B191 USI0 4 1/2 x 4 1/2 NRP Lac kset A70PD PI y 612 2 3/4" BS :.: T str i ke Cylinder 20-001 612 Closer/stop P120B DBL SNB Threshold 171A MS & EXP Gasket 5050 1 1/2 pr 1 1 1 1 1 1 set e Hl.J7 e Bu~ts BB191 US10 4 1/2 x 4 1/2 NRP Lockset A70PD Ply 612 2 3/4" BS >: ASc:' ,', Cylinder 20-001 612 Closer P390E DBL SNB Floor stop F121X USI0 Threshold 171A MS & EXP Gasket 5050 HWB WBX Reuse existing door and hardware from door #3 (including butts, exit device, closer) and add: 1 Threshold 171A MS & EXP 1 set Gasket 5050 1 1/2 pr 1 1 1 1 set 1-1\A.19 Butts 881Ft USI0 4 1/2 >: 4 1/2 L 0 c k set A 7 <) P D Ply 6 1 2 2 3/4" B ~3 " Closer P390E D8L SNB Wall stop WC9 USI0 Gasket 5050 ASA " WBX 1 1/2 pr 1 * 1 1 set 1 1/2 pr 1 * 1 1 set 1 1/2 pr 1 1 e HW10 Butts BB179 US10 4 1/2 x 4 1/2 Lac kset A70F'D PI y 612 2 3/4" BS ,', Reuse closer from door 18 Floor stop F8061X US10 Gasket 5050 HvJ11 Butts BB179 US10 4 1/2 x 4 1/2 Lockset A70PD Fly 612 2 3/4" BS :{ Reuse closer from door 37 Wall stop WC9 US10 Gasket 5050 HvJ12 Butts 179 US10 4 1/2 x 4 1/2 Latchset (41 I.)S PI Y 612 2 3/4" BS .- Wall stop WC9 US10 Si 1 encelr's e ASA >: vJBX ASA :.: WB X T strike 1 1/2 pr 1 1 ..j 1 1/2 pr 1 1 1 1 1 1 set 1 1/2 pr 1 1 * 1 1 set. e e HlfJ 1 3 Butts 179 US10 4 1/2 x 4 1/2 Lockset A70PD Ply 612 2 3/4" BS Wall stop WC9 US10 Silencers " T s t r- i k e HfrJ14 Butts BB179 US10 4 1/2 x 4 1/2 Latchset 779L2-L9510 US10 CLS WBX Closer P390E DBL SNB Floor stop F8061X US10 Threshold 173A MS & EXP Automatic door bottom 412AN Sound seal 319AN (head and jambs) HW15 Butts 8B179 US10 4 1/2 A 4 1/2 Lockset 779L2-L9555 US10 CLS x WBX less cyl Cylinder 20-001 612 Reuse closer from door- 4 Floor stop F8061X US10 Gas.ket. 5050 e e HW16 * Reuse BB butts from door 35 1 Lockset 779L2-L9549 US10 CLS WBX less cyl 1 Cylinder 20-001 612 1 set Auto flush bolts 842 US10 1 Dust proof strike 80 IJS10 1 Coordinator 600 series USP 2 Closer P390E D8L SNB 2 Wall stop WC9 US10 1 set Gasket 5050 * Astragal by door supplier \ \ HW17 3 pr 8utts 8B179 US10 4 1/2 x 4 1/2 2 Push plates 47 4 x 16 US10 2 Pulls 290-25 12" CTC US10 2 Closer/holder P390EH DBL SN8 (hold open at 90) 4 Silencers H ~J18 ~ pr Butts B8191 USiO 4 1/2 x 4 1/2 NRP i Deadbolt 8462 612 2 Push plates 47 4 x 16 US10 2 F'ulls 290-25 12" CTC US10 2 Flush bolts 458B10 12" 1 Dust proof strike 489 x 487 US10 2 Closer/holder P390EH DEL SNB (hold open at 90) 1 Threshold 171A MS & EXP 1 set Gasket 5050 e e HW19 1 Bi fold track 2601 pr Hangers 2611 set Pivots 2663 pr Hinges 1751 US4 Pulls 753 US10 ~ k 2 ~ k HW20 Reuse existing hardware HW21 Reuse butts and lockset from door 39 and add: 1 Strike ASA 10-025 612 1 Closer 390E DBL SNB 1 Wall stop WC9 USiO 1 set Gasket 5050 e e HW22 Reuse existing ball bearing butts 1 Lockset A70PD Ply 612 2 3/4" BS x ASA n WBX 1 Closer 390E DBL SNB 1 Wall stop WC9 US10 1 set Gasket 5050 HW23 Existing door and hardware relocated from door 56 to door 63 HW24 Existing dear and hardware to be relocated to door 51 1 1/2 pr- 1 1 * 1 1 1 set e e HvJ25 Butts 88191 USiO 4 1/2 x 4 1/2 NRP Loc kset. A53PD PI y 612 2 3/4" BS ;~ i~SA .., Cylinder- 20-001 612 Reuse hold open closer- fr-om door- 37 Wall stop WC9X USiO Thr-eshold 171A MS & EXP Gasket 5050 HW26 Existing door- to be r-emoved HifJ27 All har-dwar-e by other-s W8X 1 1/2 pr 1 1 1 1 set 1 1/2 pr 1 1 1 1 set e HW28 Butts BB179 US10 4 1/2 x 4 1/2 lockset ?"~5:::;.pD Ply 612 2 3/4" BS " Closer 390E DBl SNB Wall stop WC9 US10 Gasket 5050 HlJ.J29 Existing door to be removed (hardware relocated to door 7) HW30 Butts BB179 US10 4 1/2 x 4 1/2 lockset A5:::::F'O Ply 612 2 3/4" BS :-: Closer 390E DBl SNB 'Wall stop WC9 US10 Gasket 5050 e ASA Asr.; " " L,.JBX lJ.JE:X 1 1/2 pr 1 1 1 1 set 1 1/2 pr * 1 1 * 1 1 set * 1 1 -=!" "-, e e HW31 Butts 88179 USI0 4 1/2 x 4 1/2 La t c h set A 1 0 S F'l y 6 1 2 2 3/-4" 8 S ,., 1 1 - 1 16 ,., Closer 390E DBL SNB Wall stop WC9 US10 Gasket 5050 H 1;J3 2 Butts B8179 USIO 4 1/2 x 4 Reuse lockset f~om door 57 Latchbolt 11-116 612 Strike 10-025 612 Reuse closer from door 36 Wall stop WC9 US10 Gasket 5050 1 / r-;. / ..:.. HW3~S Reuse existing butts from door 18 Latchset A10S Ply 61:2 2 3/4" BS ;~ T strike Wall stop WC9 US10 Silencers ASA v WBX * 1 1 1 ; 1 i ,"" 4 2 i * e e HW34 * 1 1 Reuse existing butts from door 34 LatchsE,t (..HOS F'l y 612 2 3/4" BS >: T stri ke Wall stop WC9 USI0 Silencers ..,. ...:. HW35 Reuse BB butts from door 37 Lockset 779L2-L9549 USI0 CLS WBX less cyl Cylinder 20-001 612 set Auto flush bolts 842 US10 Dust proof strike 80 US10 Coordinator 600 series USP Closer P390E DBL SNB Wall stop WC9 USiO set Gasketing 5050 Astragal by door supplier HW36 * 1 1 Reuse butts from door 46 Latchset A10S Ply 612 2 3/4" BS ,., T strike Wall stop WC9 US10 Si 1 encer"s ...:' 1 1/2 pr 1 * 1 1 set 1 1/2 pr 1 1 1 1 1 set . HW37 Butts BB179 US10 4 1/2 x 4 1/2 Lockset A70F'D Ply 612 2 :3/4" BS " Reuse closer from door 6 Wall stop WC9 USiO Gasket 5050 Hf.l.J38 , ASt~ " WBX Butts B8179 US10 4 1/2 " 4 1/2 Lockset 779L2-L9555 USiO CLS WBX less cyl Cylinder 20-001 612 Closer 390E/F'390E as required DBL SNB Wall stop WC9 US10 Gasket 5050 INSPECTION REARD CARD CITY OF BREMERTON BUILDING DEPARTMENT ADDRESS & DIRECTIONS 700 Callahan OWNER St. Pauls Episcopal Church CONTRAGnJR James H. Robinson Co. PHONE PHONE 377-0106 377-0066 1 FOUNDATION CORR O.K. 1. PERMIT ON SITE -- 2. CHECK PLANS TO PERMIT -- 3. CHECK SETBACKS -- 4. PROPERTY STAKES -- 5. FOOTING SIZE CORRECT -- 6. WALL SIZE CORRECT -- 7. CHECK FOR FILL -- 8. REQUIRED STEEL IN PLACE -- 9. CHECK FIREPLACE FOOTING -- 10. ANCHOR BOLTS -- 11. FOUNDATION PLATE -- 12. FOUNDATION VENTS -- 13. CRAWL SPACE ACCESS -- FOUNDATION INSPECTION APPROVED BY: 2 FRAMING COMMENTS: CORR O.K. 1. WIRING APPROVED -- 2. FOUNDATION VENTS -- 3. SHIELD UNDER POSTS -- 4. POSITIVE CONNECTIONS -- 5. SOIL TO WOOD CLEARANCE -- 6. POST CLEARANCE - 2" -- 7. BEAM SUPPORT -- 8. TR. MAT. NEXT TO CONC. -- 9. WASHERS ON ANCHOR BOLTS -- 10. BEAMS PROPER SIZE -- 11. FLOOR JOISTS SPAN -- 12. NOTCHING & DRILLING -- A-FLOOR JOISTS -- B-STUDS -- 13. STAIRS -- A-WIDTH -- B-RISE & RUN -- C-WINDERS -- D-LANDINGS -- E-HEADROOM -- 14. ATTIC VENTILATION -- 15. CHIMNEY STRAPS SECURED -- 16. FIREPLACE COMBUSTION AIR -- 17. FANS VENTED OUTSIDE --- 18. A-BATHROOMS -- B-LAUNDRY ROOMS -- C-KITCHEN -- 18. WATER CLOSET CLEARANCE -- 19. SMOKE DETEGnJR -- FRAMING INSPECTION APPROVED BY: COMMENTS: Fo~~ S- 0 JC- Jb~ 6g7 ~/-<l/g 7 r.~ ot<=- 5'2. ->/Z./~I CORR O.K. 20. FIREBLOCKING _ _ A-STAIRS _ _ B-DROP CEILINGS _ _ C-TUBS OR SHOWERS _ _ D-ROOF & CEILING LINES _ _ E-FURRED OUT AREAS _ _ F-FIREPLACE AT CEILING _ _ G-ELECTRICAL HOLES PLUGGED_ _ H-PLUMBING HOLES PLUGGED_ _ I-LID IN VOIDS 21. WINDOWS A-SAFETY GLAZING B-VENTILATION C-REQUIRED FIRE EXITS D-WINDOW SILL HEIGHT 22. CEILING HEIGHTS A-BASEMENT B-MAIN FLOOR C-UPPER FLOOR 23. SWAY BRACING 24. TRUSSES A-PROPERLY INSTALLED B-STAMPED 25. ATTIC ACCESS 26. CEILING JOIST SPANS 27. RAFTER SPANS 28. ROOF SHEATHING 29. ROOFING APPLICATION 30. SIDING 31. CLOTHES CHUTE 32. SHEETROCK BACKING A-UNDER STAIRS B-ABOVE GARAGE DOOR HANGERS e e M MECHANICAL CORR O.K. CORR O.K. 1. FURNACE SIZING -- 1. WOOD STOVE CLEARANCE -- 2. FURNACE LOCATION -- 2. CHIMNEY CLEARANCE -- 3. FURNACE CLEARANCE -- 3. HEARTH EXTENSION -- 4. 'B' VENT SIZING -- 4. CHIMNEY HEIGHT -- 5. 'B' VENT CLEARANCE -- 6. 'B' VENT SUPPORT -- 7. COMBUSTION AIR -- 8. DUCT SIZING -- FURNACE APPROVED BY: 9. DUCT CLEARANCE ,/------ . HEAT PUMP APPROVED BY: 10. DUCT SUPPORT 11. DUCT JOINTS /-- GAS PIPING APPROVED BY: 12. GAS PIPING TEST -- WOOD STOVE APPROVED BY: 13. GAS PIPING SIZING -- 14. GAS PIPING SUPPORT -- OTHER: 15. OTHER -- P PLUMBING CORR O.K. 1. UNDER TEST -- 2. GATE VALVE -- 3. WATER PIPE SIZING -- 4. DRAIN PIPE SIZING -- 5. VENT PIPE SIZING -- 6. PROPER SUPPORT -- 7. PROPER FITTINGS -- UNDERGROUND APPROVED BY:. 8. VENTING -- 9. CLEANOUTS -- ROUGH-IN APPROVED BY: 10. PROPER GRADE -- 11. HOT WATER TANK P. R. VALVE -- 12. OTHER -- 3 WALLBOARD CORR O. K. COMMENTS: 1. LID OVER SIDES _ _ 2. NAILING _ _ 3. W/R AT TUB OR SHOWER _ _ 4. 5/8 UNDER STAIRS _ _ 5. FURNACE ENCLOSURE _ _ 6. FIRE SEPARATION GARAGE _ _ 7. ATTIC ACCESS _ _ 8. DROP CEILING & LIGHTING _ _ 9. BACKING AS NOTED ON FRAMING_ _ WALLBOARD INSPECTION APPROVED BY: 4 FINAL CORR O.K. CORR O.K. 1. HANDRAILS -- 9. OUTSIDE GARAGE -- 2. GUARDRAILS -- 10. CLOTHES CHUTE -- A-HEIGHT -- 11. SEWER/HEALTH DEPT. -- B-INTERMEDIATE -- 12. COMMERCIAL BUILDING -- 3. EXHAUST FANS -- A-MECHANICAL APPROVED -- A-KITCHEN VENTING -- B-PLUMBING APPROVED -- B-BATHROOMS -- 13. SMOKE DETECTORS -- C-LAUNDRYROOMS -- 14. FIREPLACE HEARTH -- D-DRYER -- 15. SAFETY GLAZINGI 4. TILE AT TUB OR SHOWER -- DOUBLE GLAZED -- 5. DISHWASHER 16. INSULATION CERTIFICATE -- PROPERLY INSTALLED -- 17. FREE-STANDING 6. FIRE DOORS -- FIREPLACE APPROVED -- A-SELF-CLOSING -- 18. WINDOWS & DOORS CAULKED -- B-SWEEP OR THRESHOLD -- WEATHER-STRIPPED -- 7. ATTIC ACCESS -- 8. HOT WATER TANK -- FINAL INSPECTION APPROVED BY: NOTES: PLANNING: , ,. l! e .. BUILDIN PERMIT - · I'lo 7994 ,. . "," City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: 7'JJ Callal1an Site Address: 700 Callahan Phone No.: 377-0106 Owner's Name: St. Fau19 s :Cpisco?al C:1urch Address: 88I'le Applicant: DOwner @ Architect D Contractor D Tenant Architect Firm: iialcolm CaIDrbell ~ Associa.tes Representative: lYTichael r effi1'on l,l; Address: 15:660 Ffv:ry J05 NEo Poulsbo, FA ~337:J Phone: 779-22[,,9 Contractor: J8.lJles l~ 0 P.obinsor.. Co. , Inc. Representative: Jim Rob:'.D.son Address: LiSO!; KitS8D Fay, Brei'T'2tton Phone: 377..CCEr, Contractor's License No.:J Aj\iESHRJ 7 '3Iil7 Exp. Date: e/I/r7 D Residence D Business [i] Other: Churcl:> D New D Repair ~ RemodelfAddn D Demolish D Duplex D Multi-Family (No. units ) D Sign o Parking Lot D Grading (cu. yds ) D Bldg. Move Nature of Work Proposed: Alteration 8.!ld addition to 3xistinr.: church, includin~ parkin~ lot 0 Sq. Ft.: Utilities: GJ Water GJ Waste [i] Sewer D Septic D New ~ Existing EJ Storm Valuation of Materials/Labor: Plan Review Fee: Permit Fee: Surcharges: [UBC Sec. 304(b)] $ 10218. 7S $ ls87S.0G @ 7SC41 f., State $1.50 $452,Og~ Receipt No.: 70560 Receipt No.: 7S560 Energy $10/$15 0 Date: ';/l;/36/ & 2/L ./ ;nate: 2/~1/1i7 Zone Designation: 3 2 Occupancy Classification (UBC): Ii.?"l Eo D ~ No. Stories: Minimum Req. Setbacks: Front: Side: Rear: Height: Heat Source: Comments/Conditions of Approval: f..pproval Gubject plans submitted 9/1/f36. P8.rkin~ provided ~oS subject to J ct:1t ?a:ddne- A?;Z'eemonts Vlith Ol~pic Kidney Center and r!Iol'.ntainv~_ew ~~dr:icel Clinie. '0' .~.? on .' "- 00 ) o_~ ~ --\- . ,-' f :'f -/ -'.. - 'It-;r . '. ......~ -~. -:....~. " " - " .' I " . . "- ' , - " INSPECTIONS REQUIRED: Foundation G Framing GJ Plumbing GJ Mechanical [i] Wallboard [3J FINAL GJ OWNER OR BUILDER SHALL CALL 478-5281 FOR ALL REQUIRED INSPECTIONS AND RECEIVE APPROVAL PRIOR TO CONTINUING WORK. SEPARATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING AND MECHANICAL. All provIsions of laws and ordinances governing thiS type of work Will be complied with ,-whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel the provIsions of any other stat~~.7 law regulating construct on- or the performan?~f construction SEE AND READ NOTICE O\REVERSE. // fi"'''''?/ I J ~ .- Signature ' /~-. '" :"...1. ~~ ~_1~/'>~ /:.~I"l.."'J IA j~ ,,:,.Ji..,.j Date 7"' - i , ~ Ss. 7 ~ \... , - " , '': / . Copies to: White-owner: Yellow-file; Pink-Assessor: Goldenrod-Building Stat. Code I /. .;21'-+/<67 \o:~ P\rl . M\~Q.<e1 ~n'"\oY\ j"1A.\ cc>\""" G..-"", r 6<>- \ I GC}~ -' CoJ ~s '77CJ ... .:;2:?l- ~cr BUILDING . PERM I T . APPLICATION City of Bremerton, Washington Phone: (206) 478-5281 ASSESSOR'S ACCOUNT NO. "5 c;66 - C::J:::> '2:r <::2C) ( -<::::JY2J 9 <=\ EXatrT 3~ '~""3, -<:::::(">) I - D;;<07 SITE ADDRESS/LOCATION 700 . CALLAHAN, BREMERTON, WA. 98310 OWNER'S NAME ST. PAUL'S EPISCOPAL CHUR~JNER'S ADDRESS AS ABOVE PHONE 377-0106 CONTRACTOR JAMES H. ROBINSON CO. INC. STATE CONTRACTOR'S lIC. # JA-ME-SH-R3-78N7 ADDRESS 4904 KITSAP WAY, BREMERTON, WA. 98312 PYONE 377-0066 ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFORE OCCUPYING BUILDING OWNER'S SIGNATURE o RESIDENCE 0 BUSINESS BY ~rrt "'Sf:: A..: S~?- c;,/ -- <... ,-'': G h: -""I7c,-,;;) PLANNING/ZONING ~2 OTHEM 0 NEW c: REPAIR C REMODEL ~ ADDI1"JON 0 DEMOllSr. o SIGNS # STORIES 2 OCCUPANCY A2, 1/B2 . ~ f:::. .X -v:" ,d,'''J \,,&,,~ bt- THIS PERMIT ISSUED FOR: \ 'r\ c.t. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit ooes no: presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. OWNER OR BUILDER SHALL CALL FOR ALL REQUIRED INSPECTIONS AND RECEIVE APPROVAL PRIOR 10 CONTINUING WORK. SEPARATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING, MECHANICAL AND ELECTRICAL. COMMENTS: 6Je.. C~-L ( OO~@&aw~@ ":f,"D '. , ., 1 q a..... I.,) II....J(H) 81~tMtRTON PIlI! nrr-,IG SErARTMENT +< ~~~T -t ~~r-~.\ 'o,d . BUILDING OFFICIAL: PLAN CHECK FEE 0<:::;;;. ~ BUILDING INSPECTION DIVISION - 817 PACIFIC, RECEIPT NO. PERMIT FEE $ /c;;,;9 22. RECEIPT NO. Bremerton, WA 98310 " e PERM I T 6 tt~,-\C\ f~ ~i 0-, r6 (t>l\~A (' (,01\\';,,( \ -. ) \JV e, ' ~Z2-(QlSS"" .. :. APPLICATION .:t: BUILDING City of Bremerton, Washington Phone: (206) 478-5281 ASSESSOR'S ACCOUNT NO, EXEMPT SITE ADDRESS/LOCATION 700 ,CALLAHAN, BRFMERTON, WA. 98310 OWNER'S NAME ST. PAUL'S EPISCOPAL CHUR€JivNER'S ADDRESS AS ABOVE PHONE 377-0106 CONTRACTOR JAMES H. ROBINSON CO. INC. STATE CONTRACTOR'S lIC. # JA-ME-SH-R3-78N7 ADDRESS 4904 KITSAP WAY, BREMERTON, WA. 98312 Pl..jONE 377-0066 ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFORE OCCUPYING BUILDING OWNER'S SIGNATURE BY ~nt "SE= A... '-=~?- c;./ s- <-.. .= G h: ---r--?(' - ~ o RESIDENCE 0 BUSINESS OTHEF-. 0 NEW 0 REPAIR !1 REMODEL ~ ADDITION 0 DEMOLISh o SIGNS # STORIES 2 OCCUPANCY A2, l/B2 PLANNING/ZONING B-2 THIS PERMIT ISSUED FOR: ~AlTi' ~ A ,j-;- Q" "\ '"'''- L ,A, nJ \'" K,,,~ b-1"- All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not, The granting of a permit does no; presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. OWNER OR BUILDER SHALL CALL FOR ALL REQUIRED INSPECTIONS AND RECEIVE APPROVAL PRIOR TO CONTINUING WORK. SEPARATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING, MECHANICAL AND ELECTRICAL. ., I COMMENT , l~' '~Ii) .', I'" 1r'JQ":' ; 'J ,,-,,.11 8 (tMERTON PI' /I fll ~, G f" LnA, RP 1 FIn . '-':"'" I ty _: 2."/.81 ~tr::' A><ot:U1-"- b~J "~:-'JZ~,I2..- r , ~ .1- . -k ~~~T 1; S-r~\ \::"cl. PLAN CHECK FEE $ 0-:;:;;;. 'S&. BUILDING INSPECTION DIVISION - 817 PACIFIC. BUILDING OFFICIAL: RECEIPT NO. PERMIT FEE $ /~/9 .i2. RECEIPT NO. Bremerton, WA 98310 L BUILDING e PERM I T e APPLICATION - ~ City of Bremerton, Washington Phone: (206) 478-5281 ASSESSOR'S ACCOUNT NO. EXEMPT SITE ADDRESS/LOCATION 700 . CALLAHAN , BREHERTON, WA. 98310 OWNER'S NAME ST. PAUL'S EPISCOPAL CHUR~NER'S ADDRESS AS ABOVE PHONE 377-0106 CONTRACTOR JAMES H. ROBINSON CO. INC. STATE CONTRACTOR'S L1C. # JA-ME-SH-R3-78N7 ADDRESS 4904 KITSAP WAY, BREMERTON, WA. 98312 P'-iONE 377-0066 ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFORE OCCUPYING BUILDING OWNER'S SIGNATURE BY ~~m ~!::..... ~~?- c:;,/..-..... .: ~ h: /7(' -d o RESIDENCE 0 BUSINESS THIS PERMIT ISSUED FOR: \ '<\cJ I. OTHEn 0 NEW ~ REPAIR C REMODEL ~ ADDITION 0 DEMOLlSr o SIGNS # STORIES 2 OCCUPANCY A2, l/B2 PLANNING/ZONING B-2 All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does no: presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. OWNER OR BUILDER SHALL CALL FOR ALL REQUIRED INSPECTIONS AND RECEIVE APPROVAL PRIOR TO CONTINUING WORK. SEPARATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING, MECHANICAL AND ELECTRICAL COMMENTS12~ :F~4~:~~~Lfl~~ OO~~~aw&rm .;1' p, loq""' . ~ .....1 {., (.I 8;-.:tMERTON PPII ~I~IG ~C'rART'Ir-rn ;.. - IY.:.' * <)~jC -t t; S~A.\ '0, cl . BUILDING OFFICIAL: PLAN CHECK FEE 0-::;-;;;;. g; BUILDING INSPECTION DIVISION - 817 PACIFIC, RECEIPT NO. PERMIT FEE $ /(;,IC; i2. RECEIPT NO. Bremerton, WA 98310 eaREMERTON FIRE DEPARTMENTe . TO'~4. V~ FROM ~ ~~ <1?:' SlmJECT ~ ~~~ '$7:"" t. ~ 7~o ~~. DATE 9- ~-?t:;;' (j) k.~ /??efvf.~'""-tJ - &~ Pe?~H~--Z- ~~ c;/,ff/' ~ _ ~ ~~ ~ ~ ~ ~ ~ AZL_~.4\~'- P' .~~---7~/~r ~ W ~ ~ -d-e-rL ~/..r.rb ~ ~ ~ .,:...z--JJ ~ p-~~--/~~~~~. @)~ ~~::-~...4- e.->.dt:&:-=h._~ ~~~~. (jJ ;a~L~~ ~ Lw.~__ ~~ ~~~ ~ r ~.11"_,~ ~~.._~. a?~~ ~--? ~~; ~/~~~~ ~# ~../A~. ~A ~ -4L/ ar4L- ~ ~.4 1/' ~~4t1 ~ ~~ 4~---- r z- ~~~. . ~ ,,' . e e CITY' OF BREMERICN BUILD]N; DEPARn"ENI' PEPMIT APPLI~.TlOO DATE 2 Sept 1~8 6 TO BE CCMPLEI'ED BY 198 St Paul's Episcopal Church CJV.7Nrn. James H Robinson mNTRACIOR 700 Callahan Drive I..lX:]l.TION OF JOB For Additi on EN;:rNEERJN; <n1MENTS/ REV I EWED BY v!5' I)N~LJ 7D .fN<7i1/ p~oP6r~ a eJuAJeon.e>>-.I 6~~ N~W ~ ~,rr>H~ 37l1A"1L.J .-(~ ,) ,(/~~ 71::> ~ OA!-~ ~~e s" :c-E ~.5L.61tJ€ ~~~ CZ8 ~c( ~ c.qdS- e..J 7b rL4-7: (c:9% WC'VL-.o ~G ~~c:/"C ~~) "I)S774rM4./I'-E- e~~ Cd~ / ~ C6J#--z.. ~~~ '7l> /J E ~ /";~IO rz..Ar ~ / k r7"7z."c. 77:> obI cA /~/?P'/;J ~;J N~Il~ . c.-t::: ~~c..C t:; b/ C.t:/j\;k~7S C$.# ~ .- .... " I " J" tit PERM I T e ( APPLICATION. ",. ,'. " ..... BUilDING t City of Bremerton, Washington Phone: (206) 478-5281 ASSESSOR'S ACCOUNT NO. EXEMPT SITE ADDRESS/LOCATION 700 ,CALLAHAN, BREMERTON, WA. 98310 OWNER'S NAME ST. PAUL'S EPISCOPAL CHUR~NER'S ADDRESS AS ABOVE PHONE 377-0106 CONTRACTOR JAMES H. ROBINSON CO. INC. STATE CONTRACTOR'S lIC. # JA-ME-SH-R3-78N7 ADDRESS 4904 KITSAP WAY, BRE11ERTON, WA. 98312 PI-iONE 377-0066 ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFORE OCCUPYING BUILDING BY AuthorU:1Kl _nt ""SF~: ~~?- ~I --,,-- ~ G, ~~: 17 - ~ . OWNER'S SIGNATURE PLANNING/ZONING ~2 OTHEF-. 0 NEW [J REPAIR 0 REMODEL ~ ADDITION 0 DEMOLlS o SIGNS # STORIES 2 OCCUPANCY A2, l/B2 -\c; ~\St-~'rA c.\"wc~ o RESIDENCE 0 BUSINESS THIS PERMIT ISSUED FOR: \Y\cL All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does r presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction OWNER OR BUILDER SHALL CALL FOR ALL REQUIRED INSPECTIONS AND RECEIVE APPROVAL PRIOR TO CONTINUING WOR SEPARATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING, MECHANICAL AND ELECTRICAL. COMMENTS:---rc; ;C;:J ..-.7" >'I j f li-u;. m1~,~~ aW&1ID= ,'i' p, lC1R'"' "J u () [3 i~tfVl ERTON PfJlI OI~IQ scnART"If'N1 -I IV.: . * =,~~ T ~ <:;:rr,.'\ \p, cl . BUILDING OFFICIAL: PLAN CHECK FEE RECEIPT NO. 0-:;:;:;. g;;. PERMIT FEE $ /(;,;9 22- RECEIPT NO. BUILDING INSPECTION DIVISION - 817 PAC I F I C , Bremerton, WA 98310 r " e PERMIT e APPLICATION ~ . ..,.- ....._~ c- BUILDING City of Bremerton, Washington Phone: (206) 478-5281 ASSESSOR'S ACCOUNT NO. EXEMPT SITE ADDRESS/LOCATION 700 CALLAHAN, BREMERTON, WAr 98310 OWNER'S NAME ST. PAUL'S EPISCOPAL CHUR@JvNER'S ADDRESS AS ABOVE PHONE 377-0106 CONTRACTOR JAMES H. ROBINSON CO. INC. STATE CONTRACTOR'S L1C. # JA-ME-SH-R3-78N7 ADDRESS 4904 KITSAP WAY, BREMERTON, WAr 98312 PYONE 377-0066 ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFORE OCCUPYING BUILDING OWNER'S SIGNATURE BY o RESIDENCE 0 BUSINESS OTHEF-. 0 NEW 0 REPAIR 0 REMODEL ~ ADDITION 0 DEMOLlSri o SIGNS # STORIES 2 OCCUPANCY A2, 1/B2 PLANNING/ZONING B-2 THIS PERMIT ISSUE~ FORP>6.~,tcb ~ ~t"'4'..;t "'''' -to .z;1 sII~ C\-" lire \, k,d, 1~~ \",r'&0:.'J 6--t- 0 All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions 01 any other state or local law regulating construction or the pertormance of construction. OWNER OR BUILDER SHALL CALL FOR ALL REQUIRED INSPECTIONS AND RECEIVE APPROVAL PRIOR 10 CONTINUING WORK. :::~;:~ APPLICABLE) FOR PLUMBING, MECHANICAL AND ELECTRICAL. P'" . ~ dkd.~ fZ1_Wy' 9-(7-?G //1 ~~j /?g~k' m~@~~ ,<; r. p .~ 198R BktMERTON RI/I'DING DEPARTMENT ;k ~~j<T 1; ~~"'\ 'o,d . ( BUILDING OFFICIAL: PLAN CHECK FEE $ O~;? ~ BUILDING INSPECTION DIVISION - 817 PAC I FIe. RECEIPT NO. PERMIT FEE $ /(;,ICj ~ Bremerton, WA 98310 RECEIPT NO. 1 ,-- I .~ e e CrrI OF BREMERItN BUIIDDJ; DEPA.~ PEPMIT APPLIC2L<J1ICN DATE SEPT.4 198 6 ro BE CXl-1PIE!'EO BY SEPT *8 198 6 ST.PAULS EPISCOPAL CHURCH G1NER CDN'l'RACIDR CALLAHAN AND HEMLOCK ra:ATION OF JOB For EN:;:I:NEERIN; CCMMENrSAREVIEWED' BY ~ CALLAHAN ___-- 0 _____ _ .d' Z'. Z'5' 3a- _ L". =/ 7~ _____--- ~. :3<" Z'47 ____ ___ 0- .,...-" -- --- ---- \ ___ __ ." ,.' ,J" l..\~ I . " \) '" \ ~e t---:~ \ ~ . I ~ ~? ! vne /.J ; ~dy {) i i , I , . \ 4fJ' \ ~\O.. '\ .~ \ \ t.~. \ \: \ \ ; \ , . " . ;. I . ; . .i " . ..:~'" . '. '..; f~~ ~ ,. . "" ~ . ......... -4 ,. . .,.. .... " . -'-, e .e o R I V E r.- -- -~ 0-- - ~ I C"4"7:7 7 , o -; ~-, <~ .\. :i f1 ~;: I ~ " al -( , I ~o . t:~ , ' I :l (', I , lk ~ l- ~ I lT1 ''', .:, Excess Land ~~ea :t94tOOO s/~ . \I~ " i , ;f,:' ' / . ' I f,'''- ~~\ ~ ~ Sz..<z- y-ne . ---n;\~ (J.)/"""'::. 'en 'oj ~\~~e 'rl,,\'n- ~;" \~ f"" \...::h-s'v.=-\5 2/"", ?-::l..A --16 \ ,..,c.'<="- se \ K,\ ' N'2-p..,. ~y chuv- G~' POTENTIAL EXCESS LAND SITE M O'r c.-..'<1 ~kr,. ~ sh~r<2-J ~ St. Paul's Episcopal Church '~.--.--- 700 Call<i1an Drive. H~ \ \ CN \ \I?-'l, ) r Bremerton, Washington February 1986 c~ 20 . ~~~_/1 ~ ! ~ ~~~ ~ I, ~. ~/.>/cJO' .. ~~~~~~.' {~,~)L 0""~6<-6/'11' ~~~ ~ ! ~~~~ I I e e EXHIBIT A LEGAL DESCRIPTION: The South 80 feet of the East 160 feet of the following described property: All that portion of Parcell of Block 3, plat of Second Addition to Sheridan Park as recorded in Volume 8 of Plats, page 74 and 75, lying northerly of the following described line: commencing as the Northeast corner of said Block 3; thence South 19 06'05" East 96.91 feet to the beginning of 8 curve to the right whose radius point bears South 70 53'55" West 1,479.60 feet; thence Southerly along the arc of said curve 305.23 feet to the true point of beinning of said line; thence South 70053'55" West 335.33 feet to a point on a curve on the Easterly line of Clare Avenue radius point bears South 56 49'08" West 748.58 feet. ~ ..- .'. o'),,~ LJ~~I aq9 - \r:::y::::J\~ .~ G'39, Sc::, 35.:? /0 '1'1 x.3:{O ~ I? -:)5,' 'SS --- ~\ ~ \'ZS'7 ~ b~ ~/~ -sS \N~ \N K ~ L/t?1<6-1.:{?C. j ~\~b .C:l\ AcidYl Pc.. '.. '. > '~<".: /~::?:: :>:':.~~ .... '.- . '- " : ~:_: ::';<:.~ ~~'~~;:.' ,;.::~..-" , ,.~~.:;~,,;:...!~~::;:, ' -,' .. ....< .',. 0'.. . ".. ... . ~ .~' .:. . ' ...' :' ",: ,..:::',:'~<,"~:,'::' . ~ ,. '..: , :' _ _0 ::. ~_'. .. ,. . 0 -"h . . '..:' - ';':-'. 'i:' .:: --; _.~ '~~~> ::;':. .;:::::f}\/....:.- ,'- ;"-' i '. ... .- - - . . . . ',- ~\gb:<::)<4.A,' ~~~.' Y.. L '/' .' \ q}b ,c::::i:::> D?' " . /. ' .,.", t sO ' ss -. .~. i204.~~ ,/q .' \ ..', . .,2>,. \ . ~ .... - -,,< .....: . ." . ., . ;,' . ...., ~. . '. ;'.' -. _.":.. ':- :,,,- '.:.- - . ." - " '.0 .." , .~ .... .... "..- .', ' " ,. ..,-:.: .:.'. ;' .::... ::: , . .. '..-". ;.- '.' : - e e c. CASH 75901 II I DATE \ I j ~~/ i Sf ~f3J f)1~t ~ . / 'iJ:; '. ; 7c9&~17 ~ $SZk ~ - #/~ T T CITY OF BREMERTON 239 4TH STREET BREMERTON, WA 98310 TELEPHONE (206) 478-5281 '" RECEIVED FROM AMOUNT FUND OPT BSB ON ACCT. 1 I J # DESCRIPTION AMOUNT 001 62 322 10 01 BLDG PERMITS 001 62 322 10 03 PLUMBING PERMITS 001 62 322 10 05 MECHANICAL PERMITS 001 341 50 00 SALE OF MAPS & PUBLICATIONS 001 341 60 00 COPIES 001 62 342 40 06 REINSPECTION FEES 001 16 345 81 00 ZONING SUB DIV FEES 001 62 345 83 00 PLAN CHECKING FEES 643 220 00 DEPOSITS (POLITICAL SIGNS) 643 208 03 ST. BLDG CODE SURCHARGE 643 208 04 I Id) I lev I ~ COM PRINT 206.373.9940 277110-CE B - .- , ,'::--=1.. ..' ~._ .,.. , ~ ~;W:Y:.W....,...,..".....,"'._..r~"""""''''~-=''<--'' .. ,-,".~. ~ .......- - -_-:'-::0 --"..,.~:-:-:.-:----,-~f:.~~. -.~~~..-.J..~' :':""c -- ,~.~.~.~':l.~~"';:~ I, ~.... ' 'i' Part Eleven-Chapter 197-11 e SEP A Rules e , '1 P ART ELEVEN - FORMS RCW 197-11-960 Environmental cbecklist. ENVIRONMENTAL CHECKLIST Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for AppliC1Jnts: This environmental checklist asks you to describe some basic information about your proposal. Governmental agen- cies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best de- scription you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write 'dq not know' or "does not ap- ply". Complete answers to the questions now may avoid unnecessary delays later. ----~- - ,- ' Some questions ask about governmental regulations, such as zoning, 'shoreline, and landmark designatiol)s. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels "f land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional in- formation reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this chC(;klist for nonproject proposals. even !hough questions may be answered "does not apply." IN AD- DITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the words · project,' · applicant,' and · property or site' should be read as . proposal,' · proposer,' and "affected geographic area,' respectively. A. BACKGROUND I. Name of proposed project. if applicable: St. Paul's Episcopal Ghurch Addition and Remodel 2. Name of applicant: St. Paul's Episcopal Church, Bremerton, Washington 3. Address and phone number of applicant and contact person: Richard Moore / St. Paul's Episcopal Church, P.O. Box 2172 Sheridan Park Station, Br~merton, WA 98310 / (Home phone) 876-6188 4. Date checklist prepared: July 29, 1986 5. Agency requesting checkli$t: City of Bremerton 6. Proposed timing or schedule (including phasing. if applicable): Design: Thru 9/86 Construction: 10/86 thru 2/87 7. Do you have any plans for future additions, expansion. or further activity related to or connected with this proposal? If yes, explain. Interior finish work onl~. (Ch. 197-11 RCW-p 401 (1983 Laws) t."- . e SEP A Rules e. Part EJeven-197-11-960 8. List any environmental information you know about that has been prepared, or wiil be prepared, directly related to . this proposal. None known. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. . No. 10. List any government approvals or permits that will1;>e needed for your proposal, if known. Building permit. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific infor- mation on proj~t description.) Existing church to be expanded from I'?ozi> s. f. to 1b~4 approx.112)1/2.- s.L after sub-division. Remodel work to internal modifications and new exterior finishes. Parking to spaces. New landscape work and exterior lighting to be done. s.f.. Final site size include extensive increase to . . 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your pro- posed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Project located at ~'Ot'l\lat~~, t Co\~ St. in East Bremerton. Section tap. , Ran&e '. Vicinity map ~d legal description attached. (See attachment 1.) (?~(;, p~t ~,~t~ ~ ) . ~ TO BE COMPLETED BY ....PPLlCANT B. ENVIRONMENTAL ELEMENTS EV ALUA nON FOR AGENCY USE ONLY I. Earth a. General description of the site (circle one): Rat, rolling, hilly, steep slopes, mountainous. other rollinl?:' ' b. What is the steepest slope on the site (approximate percent slope)? ~O% (1983 Laws) [Oa. 197-11 RCW-p 411 . . . Part EJeYe~197-11...960 .e SEP A Rules' e <. TO BE COMPLETED BY APPUCANT EVALUAtiON FOR AGENCY USE ONLY I. c. What general types of soils are found on the site (for example. clay, sand. gravel. peat. muck)? If you know the classification of agricultural soils. specify them and note any prime farmland. Sand and gravel. Soil classification not Known. No prime farmland. ;' d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. e. Describe the purpose. type. and approximate quantities of any filling or grading pro- posed. Indicate source of fill. Minor fill required to level additional aprking areas. Quantities and source not known at this time. f. Could erosion occur as a result of clearing, construction. or use? If so, generally describe. Minor erosion could occur during initial excavation and grading only, however should not. go b~yond site. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? '51 )'5EJ2...~.f, r;v- ~1o h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Site drainage facilities and landscaping 2. Air. a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. None b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No c. Proposed measures to reduce or control emissions or.other impacts to air, if any: Not applicable (CIa. 191-11 RCW-4t 421 (1983 Laws) , " ~ ,- , e SEP A Rules e TO BE COMPLETED BY APPUCANT 3. Water a. Surface: I)' Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)'? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. In- dicate the source of fill material. Does not apply 4) Will the proposal require surface water withdrawals or diversions'? Give general de- scription, purpose, and approximate quantities if known. No 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. ' No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals . . .; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans tbe system(s) are expected to serve. Does not', apply (1983 Laws) :, .j Part EJe~en-197-11-960 EVALUATION FOR AGENCY USE ONLY J (Ch. 197-11 RCW-p 431 Part Elel'en-197-11-960 e SEP A Rules e "W BE COMPLETED BY APPUCANT EVALUATION FOR AGENCY USE ONLY c. Water Runoff (including storm water): I) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Rain water (storm) to be collected via detention system ~onnected into city storm line; hence to salt water. . 2) Could waste materials enter ground or surface waters? If so, generally describe. No d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Surface waters to be collected and channeled through detention system. (to be engineered) 4. Plants a. Check or circle types of vegetation found on the site: ..x. deciduous tree: alder, maple, aspen, other '*" evergreen tree: fir, cedar, pine, other * shrubs * grass _ pasture _ crop or grain _ wet soil plants: cattail, buttercup, b.ullrush, skunk cabbage, other _ water plants: water lily, eelgrass, mil foil , other _ other types of vegetation b. What kind and amount of vegetation will be removed or altered? None c. List threatened or endangered species known to be on or near the site. None known d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: . Selected trees, shrubs, etc. to be provided to enhance existing landscape. No significant native plantings exist. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: None birds: hawk, heron, eagle, songbirds, other: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . mammals: deer, bear, elk, beaver, other: . . . . . . . . . . . . . .. . . . . . " . . . . . . . . . . . . . fish: bass, salmon, trout, herring, shellfish, other: . . . . . . . . . . . . . . . . . . . . . . . . . . . . b. List any threatened or endangered species known to be on or near the site. None (0. I97-1J RCW-p 441 (1983 Laws) ". I" ~ :::" e. SEP A Rules e TO BE COMPLETED BY APPUCANT c. Is the site part of a migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: None 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manu- facturing, etc. Heating will be electrical b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: 1) Increased insulation to meet or exce~d State Energy Code 2) Double glass - slectively placed 3). Energy efficient equipment and energy control system 7. Ennronmentil Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? . If so, describe. No 1) Describe special emergency services that might be required. None 2) Proposed measures to reduce or control environmental health hazards, if any: Does not apply b. Noise 1) What types of noise exist in the area which may affect your project (for e~mple: traffic, equipment, operation, other)? Traffic on nBarby arterial . 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indi- cate what hours noise would come from the site. . Part E1even-:-197-1l-960 EV ALUA nON FOR. AGENCY USE ONLY (1983 LaWi) Construction noise only during construction period{8 AM to 4 PM approx.) . t- (CIa. 197-IJ RCW-p ~ ...... ". . .... - . Part Ele,en-197-11-960 ..,.e SEP A Rules e '1 .' " . . . TO BEC9MPLETED B"'-APPUCANT EV ALtJATIONFOR.' AGENCY USE ONLY. 3) Proposed measures to reduce or control noise impacts. if any: Insulation, landscape 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Presently church use; adjacent properties generally professional! medical offices and limited residential. b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. Existing church building and parking d. Will any structures be demolished? If so, what? yes. Portion of exist nave to be replaced ( e. What is the current zoning classification of the site? 3 f. What is the current comprehensive plan designation of the site? Commercial g. If applicable, what is the current shoreline master program designation of the site? Not applicable b. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately bow many people would reside or work in the completed project? Possibly 2 residents; 4 employees in part time status. j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts. if any: Does not apply L Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans. if any: ~bmpatibility alieady established and accepted (~ 197':11 RCW.;...p 46) . (1983 Lawl) . -,; . . .~. . " e e , SEP A Rules ,- -: ;.. TO BE COMPLETED BY APPUCANT 9. Housing a. Approximately how many units would be provided. if any? Indicate whether high. mid- dle. or low-income housing. None b. Approximately how many units. if any. would be eliminated? Indicate whether high. middle. or low-income housing. None c. Proposed measures to reduce or control housing impacts. if any: Does not apply 10. Aesthetics a. What is the tallest height of any proposed structure(s). not including antennas; what is the principal exterior building material(s) proposed? 45' top of structure; 60' top of cross; exterior natural wood b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts. if any: 1) Use of appropriate color 2) Landscaping. J II. Ught and Glare a. What type of light or glare wPI the proposal produce? What time of day would it mainly occur? Parking lot lighting and building illumenations (6 to 11 PM approx.) b. Could light or glare from. the finished project be a safety hazard or interfere-with views? No - c. What existing off-site sources of light or glare may affect your proposal? None anticipated d. Proposed measures to reduce or control light and glare impacts, if any: Shielding and low light source levels 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity?' On-site grounds only b. Would the proposed project displace any existing recreational uses? If so, describe. No (1983 Law5) ., . .>.~. Part Eleyen-:-197-11-960 EV ...LUA TION FOR AGENCY USE ONLY (0. 197-11 RCW-p 47) , " , ;r' , ' PartE1e'~197-:11-9,~ e . SEP A Rules' ",.e .', ,...:.::.....;0.. . ,.,,~ '. TO BE, COMPLETED BY APPUCANT " . , EVALUA nON FOR AGENCY USE ONLY c. Proposed measures to reduce or control impacts on recreation, including recreation op- portunities to be provided by the project or applicant, if any: Does not apply, 13. Historic and Cultural Presenation a. Are there any places or objects listed on, or proposed for, national, state, or local preser- vation registers known to be on or .next to the site? If so. generally describe. No b. Generally describe any landmarks or evidence of historic. archaeological, scientific. or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts. if any: Does not apply 14. Transportation a. Identify public streets and highways serving the site. and describe proposed access to the existing street system. Show on site plans. if anr. Main access off Callahan Stre~t Secondary access off (See site plan) b. Is site currently served by public transit? If not. what is the approximate distance to the nearest transit'stop? c. How many' parking spaces would the completed project have? How many would the project eliminate? 106; none eliminated d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, ,not including driveways? If so, generally describe (indicate whether public or private). No e. Will the project use (or occur in the immediate vicinity of) water. rail. or air transporta- tion? If so. generally describe. No . f. How many, vehicular trips per' day would be generated by the completed project? If known. ind,icate when peak volumes would occur., Est; week days 50; Sundays & special events 250 Peak volume: 1) S'undays at 11 AM 2) Evenings at' 7: 30 PM to 9: 30 PM (CIa. 197~11 RCW-p 481 . (1983 Laws) ',' . , ... ,": .t.... ' .. . . . 1 I I'. e SEPA Rules, .. . e Part Eleven-197-11-960 .' . . ,-. . ~ TO BE COMPLETED BY APPUCANT '" EVALUATION FOR AGENCY USE ONLY g. Proposed measures to reduce or control transportation impacts, if any: None required 15. Public Senices a. Would the project result in an increased need for public services (for example: fire pro- tection, police protection, health care, schools, other)? If so, generally describe. No b. Proposed measures to reduce or control direct impacts on public services, if any. Does not apply 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse serv- ice, telephone, sanitary sewer, septic system, other. b. Describe t~e utilities that are proposed for the project, the utility providing the service, and tbe general construction activities on the site or in tht: immediate vicinity which might be needed. . 1) Electrical service - PSPL Co. 2) Sanitary sewer - City of Bremerton 3) Storm sewer - City of Bremerton Signature: Date Submitted: (1983 Laws) (CIa. 197-11 RCW.,. "9J ,> ': . . , ..,( ~ e Part Eleven-197-11-960 SEPA R. ,...' TO BE COMPLETED BY APPLICANT EVALUJ AGENCY D. SUPPLEMENTAL SHEET FOR NONPROJECT. ACTIONS (do not use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the. types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water~ emissions to air; pro- duction, storage, or release of toxic or hazardous substances; or production of noise? Slightly greater run off factor due to increase lot coverage only Proposed measures to avoid or reduce such increases are: Introduction of water catchment and detention system 2. How would the proposal be likely to affect plants, animals, fish. or marine life? No affect Proposed measures to protect or conserve plants, animals, fish. or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Does not apply Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or ar- eas designated (or eligible or under study) for governmental protection; such as parks. wil- derness. wild and scenic rivers. threatened or endangered species habitat, historic or cultural sites. wetlands, floodplains. or prime farmlands? Does not apply Proposed measures to protect such resources or to avoid or reduce impacts are: S. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Does not apply (0. 197-11 RCW-p 301 ,j Part Eteven-Chaptei 197-11 ~. _ ..J,' F . :;1 e SEP A Rules e "l~ .\ PART ELEVEN -.FORMS RCW 197-11-960 Environmental checklist. ENVIRONMENTAL CHECKLIST Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to' consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to. provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agen- cies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best de- scription you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal. write .dQ not know. or "does not ap- ply". Complete answers to the questions now may avoid unnecessary delays later. ---- .-' Some questions ask about governmental regulations. such as zoning. 'shoreline, and landmark designatiol)s. Answer these questions if you can. If you have problems. the governmental agencies can assist you. The checklist questions apply to all parts of your proposal. even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional in- formation reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for non project proposals. even though questions may be answered "does not apply: IN AD- DITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions. the references in the checklist to the words · project: . applicant: and "property or site' should be read as "proposal,. .proposer: and "affected geographic area: respectively. A. BACKGROUND 1. Name of proposed project. if applicable: St, Paul's Episcopal Ghurch Addition and Remodel 2. Name of applicant: St. Paul's Episcopal Church, Bremerton, Washington 3. Address and phone number of applicant and contact person: Richard Moore / St. Paul's Episcopal Church, P.O. Box 2172 Sheridan Park Station, Br~merton, WA 98310 f (Home phone) 876-6188 4. Date checklist prepared: July 29, 1986 5.. Agency requesting checldi~t: City of Bremerton 6. Proposed timing or schedule (including phasing, if applicable): Design: Thru 9/86 Construction: 10/86 thru 2/87 7. Do you have any plans for future additions, expansion. or further activity related to or connected with this proposal? (f yes, explain. Interior finish work only~ [a.. 197-11 RCW-1l 401 (1983 Laws) e SEP A Rules e Part EIe~en-197-1I-960 ..,. 8. List any environmental information you know about tbat has been prepared, or will be prepared, directly related to . this proposal. . . None known. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes. explain. . No. 10. List any government approvals or permits that will ~ needed for your proposal. if known. Building permit. 11. Give brief. complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific infor- mation on proje,ct description.) Existing church to be expanded from I~~ s.f. to ~~~ approx. 112) 1'~ s.L after sub-division. Remodel work to internal modifications and new exterior finishes. Parking to spaces. New land~cape work and exterior lighting to be done. s.f. Final site size include extensive increase to 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your pro- posed project, including a street address, if any, and section, township, and range, if Known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description. site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Project located at ~ON\liXI~?t. t Co\~ St. in East Bremerton. Section tap. , Ran&e '. Vicinity map ~d legal description attached. (See attachment 1.) (~~v p~t ~. S-.~ ~) , TO BE COMPLETED BY APPUCANT B. ENVIRONMENTAL ELEMENTS EV ALUA TJON FOR AGENCY USE ONLY I. Eartb a. General description of the site (circle one): flat, rolling, hilly, steep slopes, mountainous, other rolling. ' b. What is the steepest slope on the site (approximate percent slope)? 90% (1983 Laws) (CIa. 197-11 RCW-1' 411 . . .. . . Part ~.i97-11~960 . ';. "; '. - .~/" , e e .'.... ..... SEP A Rules . .,' TO BE COMPLETED BY APPlJ~NT . -' . EVALUATiON FOR AGENCY USE ONLY c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Sand and gravel. Soil classification not Known. No prime farmland. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. e. Describe the purpose, type, and approximate quantities of any filling or grading pro- posed. Indicate source of fill. Minor fill required to level additional aprking areas. Quantities and source not known at this time. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Minor erosion could occur during initial excavation and grading only, however should not. go b~ybnd site. g. About what percent of the site will be covered with impervious surfaces after project construction (for example. asphalt or buildings)? '51,'5EJ2-?.t. tJY ;010 h. Proposed measures to reduce or control erosion. or other impacts to the earth, if any: Site drainage facilities and landscaping 2. Air a. What types of emissions to the air would result from the proposal (i.e.. dust, automobile. odors. industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. None b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No c. Proposcc:1 measures to reduce or control emissions or.other impacts to air, if any: 'Not applicable (CIa. 197-11 RCW..., 411 (1983 Laws) . ,> :)t:.,~.: . it~:: " .'. . .'",,: '. ...~ l:... " e SEPA;R,uIes " e TO BE COMPLETED BY APPUCANT 3. Water a. Surface: 1)' Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. In- dicate the source of fill material. Does not apply 4) Will the proposal require surface water withdrawals or diversions? Give general de- scription, purpose, and approximate quantities if known. No 5) Does the proposal lie within a 1000year floodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals . . .; agricultural: etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the systcm(s) are expec:tcd to serve, Does not', apply <1983 Laws) . P~'~:~f~l~~ " ", . EVALuAnoNFOR v.' , ',.., \ ". , . "AOENcYUSE ONLY J lOa. 197-11 RCW..,. ~I )....,. '. Part Eleyeo-197-1l-960 e SEP A Rules e 'fO BE COMPLETED BY APPUCANT EVALUATION FOR AGENCY USE ONLY c. Water Runoff (including storm water): I) Describe the source of runoff (including storm water) and method of collection and disposal. if any (include quantities. if known). Where will this water flow? Will this water now into other waters? If so. describe. Rain water (storm) to be collected via detention system ~onnected into city storm line; hence to salt water. . 2) Could waste materials enter ground or surface waters? If so. generally describe. No d. Proposed measures to reduce or control surface. ground. and runoff water impacts. if any: Surface waters to be collected and channeled through detention system. (to be engineered) 4. Plants a. Check or circle types of vegetation found on the site: ~ deciduous tree: alder. maple, aspen. other "'*" evergreen tree: fir. cedar. pine. other "* shrubs "* grass _ pasture _ crop or grain _ wet soil plants: cattail. buttercup, b.ullrush, skunk cabbage. other _ water plants: water lily, eelgrass, milfoil, other _ other types of vegetation b. What kind and amount of vegetation will be removed or altered? None c. List threatened or endangered species known to be on or near the site. None known d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation On the site. if any: Selected trees, shrubs, etc. to be provided to enhance existing landscape. No significant native plantings exist. 5. Animals a. Circle any birds and animals which have been' observed on or near the site or are known to be on or near the site: None birds: hawk, heron, eagle, songbirds, other: . . . . . . . . . , . . . , . . . . . . . . . . . . . . , . . . . mammals: deer, bear, elk. beaver, other: . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . fISh: bass, salmon, trout, herring, shellfish, other: . . . . . . . . . . . . . . . . . . . . . . . . . . . . b. List any threatened or endangered species known to be on or near the site. None (Os. 197-1t RCW-. +41 (1983 Laws) ~:;:R~} .; .' :t .. ~,.' ; ~.~r~:. e SEP A Rules. e TO BE COMPLETED .BY APPUCANT' c. Is the site part of a migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: None . 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manu- facturing, etc. Heating will be electrical b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: 1) Increased insulation to meet or exce~d State Energy Code 2) Double glass - slectively placed 3). Energy efficient equipment and energy control system 7. EnVIronmental Health a. Are there any environmental health hazards. including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? . If so, describe. No 1) Describe special emergency services that. might be required. None 2) Proposed measures to reduce or control environmental health hazards, if any: Does not apply b. Noise 1) What types of noise exist in the area which may affect your project (for ex,ample: traffic, equipment, operation, other)? Traffic on nearby arterial 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic. construction, operation, other)? Indi- cate what hours noise would come from the site. Part:E.ley~197~11-960 . . . . EVALUAnON FOR' AOENCY UsE ONLY (1983 Lawa) " . Construction noise only during .construction period:(8 AM to 4 PM approx.) . /;. ," . "'" . . ,",: :.':\<.~ :.-:; .......; :'~~ )~~."', . ,... ~', ",.. .1:-' : ,.~ .fCa. 1.":'11 ac.w-p.e5] ~.'~' ..... .. .. - . ' .~, .:....... ': '...'~.t~:ii;~. - PartEJey~1~~11~~ .. .^.. "'.,'~',." ',;':.~<.; - '.',1. ~.:'."::':r': ..:~ .- -- --_ SEPA Rules - '" . . -. -To BE COMPLETEDB~~~PUCANT " '.. .~.-~ - ", .' 3) Proposed measures to reduce or control noise impacts, if any: Insulation, landscape '_2~i1~~i::(,~;i}~'~'~;f(:: - .~ ,~-'::' , ~:~~~.~~l{~-~~?~.'~t~>~, _' . ;~::~ ..'~.~,: ~v ~~A~'IbN-F9R AO~CY OSE ONLY' 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Presently church use; adjacent properties generally professional/ medical offices and limited residential. b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. Existing church building and parking d. Will any structures be demolished? If so, what? yes. Portion of exist nave to be replaced ( e. What is the current zoning classification of the site? 3 L~ ? f. What is the current comprehensive plan designation of the site? Commercial g. If applicable, what is the current shoreline master program designation of the site? Not applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? Possibly 2 residents; 4 employees 'in part time status. j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: Does not apply 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans~ if any: 'Cbmpatlbility already established and accepted :if ' .. ~ , -' , ,- ,:-:1:: ., (CIt.. 191-11 RCW-. 46) ~ 'f..~:J:':' -':<-,: - "'. .:..,:< ",',~;:':i:(;;,;;'~ ";' :~.;,: ~:' .,~...~". ....- i ,'~ "":' .,-.......::' ',J. (1983 Laws) e e , SEP A Rules TO BE COMPLETED BY APPUCANT 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, mid- dle, or low-income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None c. Proposed measures to reduce or control housing impacts, if any: Does not apply 10. Aestbetics a. What is the tallest height of any proposed structure{s), not including antennas; what is the principal exterior building material{s) proposed? 45' top of structure; 60' top of cross; exterior natural wood b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: 1) Use of appropriate color 2) Landscaping J 11. Ugbt and Glare a. What type of light or glare w!ll the proposal produce? What time of day would it mainly occur? Parking lot lighting and building illumenations (6 to 11 PM approx.) b. Could light or glare from. the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? None anticipated d. Proposed measures to reduce or control light and glare impacts, if any: Shielding and low light source levels 1 2. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity?' On-site grounds only b. Would the proposed project displace any existing recreational uses? If so, describe. No (1983 Laws) Part~197-11-960 EVALUATION FO'R AGENCY USE ONLY {CIa. 197-11 RCW--1l 4T; - Part,EJeyeD-:I97-1I~960 ... e . . . SEPA Rules',' e - ,":",'.: ~ - " TO BE COMPLETED BY APPUCAN'r . '.EV~.LU.AnONFOR A<iE.NCY USE ONLY c. PrOposed measures to reduce or control impacts on recreation, including recreation op- portunities to be provided by the project or applicant, if any: Does not apply. 13. Historic and Cultural Presenation a. Are there any places or objects listed on, or proposed for, national, state, or local preser- vation registers known to be on or .next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts. if any: Does not apply 14. Transportation a. Identify public streets and highways serving the site. and describe proposed access to the existing street system. Show on site plans. if any. Main access off Callahan Street Secondary access off (See site plan) b. Is site currently served by public transit? If not. what is the approximate distance to the nearest transit'stop? c. How many parking spaces would the completed project have? How many would the project eliminate? 106; none eliminated d. Will the proposal require any new roads or streets. or improvements to existing roads or streets. not including driveways? If so, generally describe (indicate whether public or private). No e. Will the projcct use (or occur in the immediate vicinity at) water, rail, or air transporta- tion? If so. generally describe. No f. How.. many "vehicular trips per day would be generated by the completed project? If known.ind.icatewhen peak volumes would occur. Est; week days 50; Sundays & special events 250 ,'Peak volume:. 1). S'undays at 11 AM 2) Evenings at,7:30 PM to 9:30 PM (CIa. .91.11 RCW-1' 4' ., (1983 Laws) , -(.- . _.~ . ." -. :-- .. . . , :/;:f:t -'.:",' '" .~ '.' /1'. .~~. :.: . ,;1. ~.f. . ..... . r'j" a, (. ~. : ;:,';. ", . " . e Pan: EJe\.ea-197-11-960 ;:-;'.: 'f~~~:.~-._", ._~.;' ~ - . e ,SEPA Rules,,' ,,\:;,.;.. . . -".. . . . ' .^ TO BE CO~PLE.TED' BY APPUCANT ..;':",<-:, , :-... : ....:....' , EVALUATION FOR AGENCY USE ONLY g. Proposed measures to reduce or control transportation impacts, if any: None required 15. Public Senices a. Would the project result in an increased need for public services (for example: fire pro- tection, police p'rotection, health care, schools, other)? If so, generally describe. No b. Proposed measures to reduce or control direct impacts on public services, if any. Does not apply 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse serv- ice, telephone, sanitary sewer, septic system, other. b. Describe tl!e utilities that are proposed for the project. the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. . 1) Electrical service - PSPL Co. 2) Sanitary sewer - City of Bremerton 3) Storm sewer - City of Bremerton C. SIGNATURE complete to the best of my knowledge. I understand that to ake i decisi . . . . . ~fl)..C.Q~qt. 13... .c~qlI}];>!;l~JJ.,. .1\H.. }\rchi tect . . JJJ.l~'. 29. . 1986 . . ; . . . . . . . . Owner: '. s . Re.p.r.eseo tall '4e . . . . . , (1983 La..) lOa. 197-11 RCW-p ..91 e e SEPA Rules Part Eleten-197-11-960 TO BE COMPLETED BY APPLICANT EVALt.: AGENC~ D. SUPPLEMENTAL SHEET FOR NONPROJECT. ACTIONS (do not use this sheet for project actions) Because these questions are very general. it may be helpful to read them in conjunction with the list of the elements of the environment. . When answering these questions. be aware of the extent the proposal. or the. types of activities likely to result from the proposal. would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. I. How would the proposal be likely to increase discharge to water; emissions to air; pro- duction. storage. or release of toxic or hazardous substances; or production of noise? Slightly greater run off factor due to increase lot coverage only Proposed measures to avoid or reduce such increases are: Introduction of water catchment and detention system 2. How would the proposal be likely to affect plants. animals, fish. or marine life? No affect Proposed measures to protect or conserve plants. animals. fish. or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Does not apply Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or ar- eas designated (or eligible or under study) fOr governmental protection; such as parks, wil- derness. wild and scenic rivers. threatened or endangered species habitat, historic or cultural sites, wetlands. floodplains. or prime farmlands? Does not apply Proposed measures to protect such resources or to avoid or reduce impacts are: S. How would the proposal be likely to affect land and shoreline use. including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Does not _appl v. lCla. 191-11 RCW-p ~I - -... --.- --.. ~ - -. - - '- - - __ ___ __.__..f": - -.......- - . ' HANK WAIBEL District 3 e City of B;emerto1l, e 239 FOURTH STREET BREMERTON, WASHINGTON 98310 (206) 478 - 5252 CITY COUNCIL AL COL VIN District I MORRIE DAWKINS District 2 LON OVERSON District 4 July 31, 1986 MA YOR GENE LOBE SHIRLEY MARTY CRUTCHER District 5 MARY LOU LONG District 6 C.R. "TINY" COLLINS District 7 SPENCER HORNING District 8 RUSS JOHNSON District 9 Mr. Michael Beaman MCA 911 Western, Suite 412 Seattle, WA 98104 J Dr CAI) 1~Y1 '~ RE: st. Paul's Church Parking Requirements Dear Michael: To confirm the results of our meeting on July 29th, I have summarized the two issues we discussed below. 1. The intent of Section 749 of the Bremerton Zoning Ordinance is to require all new construction, beyond a certain t~reshold, to provide adequate parking for the entire structure - existing and new. This threshold is described in Paragraph C2 of Section 749. 2. St. Paul's Church, as a whole, will be considered a mixed use. The following parking ratios should be used when calculating the total parking requirements for the Church. A. Adult Education and General Use Area Section 757 (37) - 1 parking stall per 500 square feet of gross floor area used for academic purposes. B. Youth Education Area Section 757 (38) 2 parking stalls per classroom, and 1 stall per 200 square feet of administrative office area. Gateway to the Olympics and Home of the fuget Sound Naval Shipyarr!. ~ .. >' . . Mr. Michael Beaman Re: St. Paul's Church Parking Requirements Page 2 C. General Church Area Section 757 (31) - 1 parking stall per 4 permanently fixed seats, 20 inches of bench or pews is equal to one seat; plus 1 parking space per 50 square feet of assembly area without fixed seating. D. Administrative Office Area Section 757. (29) - 1 parking stall per 300 square feet of gross floor area of general, non- professional, office area. (*Note: This summary is paraphrased from the Zoning Ordinance. Please refer to the Ordinance for the actual language.) Dave Hanna and I enjoyed working with you and look forward to working with you again in the future. If you have any questions or comments, please do not hesitate to call us at 478-5275, 8:00 a.m. to 5:00 p.m., weekdays. Si ere17/ /k(177NIIJ .. CLARE HARDIE Planner I CH:dw cc: Building file David Hanna, Senior Planner ,;"';,1 . - ~- +'f ~ f) G'- ? 1..1 ~. r? ~::;;; () _-- .' -g ;$C.)-; Fee $....u.!~:u.~:<.___..'u...................u___.___u.uuu___.___ ReceIpt No. ...._~">>.um_u.___u______._..__.h_.h._....__.....1 BUILDING PERMIT CITY OF BREMERTON BUILDING DEPARTMENT F. E. IRISH, Building Inspector . ESsex 3-1411, Ext. 36 Owner's Value Bldg. Dept. Value DESCRIPTION: $1017, !JO!)~L !tl{) f)[J:l?!-- Lot Block Additions Address on Job ..7(2.a.__..f~11{(!__k~,.uu__..................................__00.............. Date ..1.D...=.!-:.9..=..:J..!t:..u Building __UU__'n,'m x u__.__..mm. and Oo,.OouOo,,'m stories __..m..__..__..__..m basement. Lot 'm__um,'m x ,...m.'__,U.. Front Yard u..__....m.......__.. Rear Yard ..mm.um.m..m. Side Yard __......m..m.u..__. Garage ..u.m.m....m.__........ OCCUPANCY ~ERMIT REQUIRED BEFORE OCCUPYING BUILDING Zone __.m.mOOnm...um...m.__........ c/' 'v' \ f- i ".)" 7 1':;) ,,- - i I Owner ~1:.\--_..0:.1~.u.u--.:r;~~f)ul,)A':1-?-Lt.:--.:...l~-'.I...\'!'.~t. Address 4.t;-.~i;m;~1&q..Id!.,k'L..nou Phone u..mu........ Contractor ~..,r:~:'{0.(~s__...b:..(.....K..Q..a.X~nS.2!:1........ Address .~.?1..lu.i:1.L...~."::.:.?...1~~t___.. Phone 00...00....000000 f ... ~ ....~, This permit is ~ss'l!-ed)or: o' .0 __ .' /, ./l. ~ u. _ _. u_ n. n u:' _;:_~ 5.:_ ~~Li:~,~ .!_;~"_-i':'"~'L .__ :?::7;_~: j:' _~_ u _.;.::~_ _: :.t;: ~-"-~_.-.; _:;.~_-:.::.;__ ___ u _\\':.i?_ __ _: _~_{::-.;~ ~:L~r~':.;'~_ ~,J__ _ _ _ _ ~'~L~;~_~ f~,:_:__ u__ _ n u ___. _..n__ n_ . . All work to conform to all applicable building ordinances and amendments. Please note the following special instructions and requirements. DETACH HERE AND POST THIS SECTION ON JOB INSPECTION - Reinforcing steel must be inspected after placing and before covering. FORMS shall be inspected and approved before pouring. All plumbing, wiring and the frame of all buildings must be inspected and a'pprovecl before covering. Wood preservative to be used on all wood against masonry. Ventilate foundation and attic. Sepa- rate permits required for plumbing, wiring and heating. See City Engineer before working on streets or sidewalks. -- _. - - - -- - .-- - --- - - --- -. - -... - - -- - - -- -. - -. --- -- -- - - - - - -.- -.. -. - -- - - -- -- -- - - --- - -- - - --- - - - - --- -- --- - - -- --. - -.- - -. - - - - - - - -- - --- - - -- -- - - -- -- - -.- -- .-. --- - - -- -- --- --- -- --- .--- --.--- -. -- -- -.- -- -- - - -- - - --. -. - ---- -- .--- --- --- - - ---- -- -- -. - - -- --.- - - - --. -- ---- - - -- - - --- ------ -- - - - - - - -- - --- -- -- - --. - - - -- -- - - -- - -- - - - -- - - -- - - -- - - -- -- - ---- -- -.- - - --- --- -- - -- - ---- --- -- --- -- -- --- - - -- - -- - - --- -- -- --- - - --- .-- -- --- - .-- ---- .-- - -. - - - - -- - .-- - --- ---- --- - - -- -- --- -- -- - - - -- .-- ---- ---- -.- - - - - -- -- - - -- - - -- - --- - - -- - - -- -- --. - - --- -- - - --- - _..---- -- --- --- - - - - - -- - -- -- -- -- - - -. - - - - - - -- - - - - - - -- - - -- - - - - - -- - - - - - - - -- -- -- - --- - --- - - .-- -.-- - -- -. -- - - - -- - --- - - - - - - - - -.. - - - -- -- -- --- -- -- - - -- -- -- - - -.- - - - - - --- .-- - - - -- - --- - - - - - .-- - --- - -- -- ---- ---- ----- - - - -- - - -- - - - -- - - - - -.- - - - - -- - - - - - - - - -- - - -- - - - - - - -- - -.- - - - -- - -- - - -- - - - - - - - - - --- ---- -- --- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - .-. -- - - - - - _.- - - - --- --- --~ - - -- -- -- --- , . -----------------------.-------------------_._-------------.---------------------------- . . . . . -- -- --- --~-- -- ---- ----- -- ------ -------- --- -------_.:_---~- -------------------------------- I '.- Owner's Signa tu re.,~;~;: ~~.~./ t;~ 5. 0.~ .',;;.;! ~.;~~.~.1..: ~(.. ..;.~~:~; :-t:. ~~.. " By. .:.~::.... __. ?~:-;,~.).~.. .-. ~. .~. ..;~ :::.:~. :.~.{ ;,. ~::.?:~:::..... ....., t'o-';' -~ / Hii AlIthori~ed Agent Building Inspec;;::~:~::~~~:,:Z2:~;~~::::::,:::::,:::::::::::,,::::",:::::::::::: ~DF - '" __., . BPILDIl:G ru.:'-s -r:OtJiT'rj SLIP. a-11ER: ,// _ A N".f.v ;>;jdL~~ CJ.4" T'{PE OF co~rSTlWCTICH: , -'~- .- .~ ,II. l'I }:;.~l~ : ~E3IrlS;\:CE '-n1',D-:;'S'" 1- H.~.L ".,--, ;). t:J t) (ILl ~<'~ .A~-,c/ BUSINESS REYODEL AtDIrION ;,-<. ALTERArICN -::0'.'1' P ACTOR: PHm;E: DATE RECEI\.'i;D: 9'- c::! b - -:-:' _5 B~ildinr. B.ryartmen t : -f!f! fY !cpproved Flre Lepartrent: _ __ Anproved Dat~ Perr.:i t issued: '/~- ~9-./r' - l :::::::-::::::::::~---~~------::::::::~-----;::-::::::::-------------- COPlrlents: Enc;ineering Department: Approved Not aDprovec COY'r~cticn PRrmi t reql.'ired - Sani t~ry Drainar;e Storm Drainage Gas E;;ins Underground Utili ti~s Sidewalk Da~e: tur, /7J-' CD ~ ~ /Y'C ~ i ~ ~~r' :t~;..,.. Irlltlal: ~ ~ ..s~..-:z.(/......... ____~~~. ~ ::::::::~---------------~~-~~~~_:_~~~-~. Electric~l Dep~rtment: ~~~ A~prov~d ~ot apDrovcd . ~~:~~~::~t,j~7-4CL~:1!~--:f:-~~------------ PluPibing, ~eparyment: Apnroved _ Not approved P1PfJ .j-u b~ a.CCo~~'~ to V"" \ ~ t3/d5' Q,de. :~:::~::~f!~~~1~~J~~ite:b~~~-:~~~--~-~ Planning Department: 1:._ {:i~.J ~~~~ -- -~ "'~L.r~- ~ . g n2_~C:~~ fJS UY'- 0_ ~ Inltlal_ _ , -, C'\ /J --A-. Comments: EtJvltUy..~ ~ ~ ~-J @~ G) ~ Commissioner of Public Date: I 0 ~2. g---1)" COr.'.nents: . Approved Not ::<pproved .. /' . " 1',/' (.7 () d ,/._- 0 cJ I{:O - , .. ~ 'r e .;""'''': .. Fee $.m.m....m____...............__......____m.mm.__m.m____. Receipt No. ____..mm..____mm________m.____...m..m...__... BUILDING PERMIT CITY OF BREMERTON BUILDING DEPARTMENT F. E. IRISH, Building Inspector . ESsex 3.1411, Ext. 36 Owner's Value Bldg. Dept. .vOt?/ CltJCY Value DESCRIPTION: Lot Block Additions Address on Job .. 2.-?_~_.._ ~-? ~<<4f::'!? __~~~";r:!." _ _._. m m__ __......... __ __ _.. _.' _..' _.. __. m.. Date . ..~?..:::<i?~ :::-2..-L... m ... __ .......__ Building __..._________.. x ___________m.. and ____.__.___n___ stories .__________..________.__ basement. Lot ..____.m.m__ x __"______'____' Front Yard .___.__m._____._____.. Rear Yard __...__..___._______.___ Side Yard .___.______....____m__ Garage .______.___.__........_____.__ Occupancy .-. n. "71...--.-- -- n__.:;; -....:.. -- -- .--.. -.. - -....... n -- n..... - --- __... __ __.....__ ____........ _ __. __. Zone .__ ..___. __. ..__ _....__ __.... _. __ __. __..__ Owner.~:.z.dt~~d'a.!__..ffL/M~~1?-,..-..c:!4.'!:~&... Address .__......_____.___........__._________...... Phone ...___m__...... Contractor ... __. ____ n' -. __. __... _.. _.............n. _... _. _ _ _. _ _._..._ _.. __... Address . __. _.... __ .__. ..__ .... ____. __......... ..... Phone __ n' __.. _ _ _._._. This permit is issued for: A~~...........................................__..._._.............. ........................................................................................ .............................................................................................................. -_......................................................-...... .............. --............................................................................ --.................................................... --..............-...... ad. <<~.r2__~.\h:i-<<.c t:.~... ... ... .<:?~.t?:.. .~.r.:?:. -::.i!..'2.Q. q....... .,... . _.. ...... .... _........... ... ....._.... ......... ...... ........ ......... .... __. .......... All work to conform to all applicable building ordinances and amendments. Please note the following special instructions and requirements. DETACH HERE AND POST THIS SECTION ON JOB INSPECTION - Reinforcing steel must be inspected after placing and before covering. FORMS shan be inspected and approved before pouring. All plumbing, wiring a:nd the frame of all buildings must be inspected and approved before covering. Wood preservative to be used on all wood against masonry. Ventila,te foundation and attic. Sepa- rate permits required for plumbing, wiring a,nd heating. See City Engineer before working on streets or sidewalks. ~~.. - ./.!/...: :.'.: ..:~ ~;.-.;: ~:-:",;'!.............................. -.... -........ .............. - -' -.. -..... - -......... -..' - -.......... -....... -..................... ."... \ ..--------....---........---........-----..--..-------..---..--..--------..-..---..--..---..---------......-----------....-....-..-....---..--------..------..-----------..-............---....-.........---------....-----..........-- ........................................................................................................................................-.... --.............................. .................................................................................................................................-..................................... --...... ..- --.... -.... -.. -_......-.... -................ -- ---- --_.... --.... -o. __ __...... __........ __"Oo __...... .._.. ....__...._.... __.... __...... ............ ___ __ __ __ __ __ __.......................... ___............ __......_........ __ __ __.... __ .._.... .._.. ___.. _______ __.._..__ -.. - 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Owner's Signature... n. ..__ '_' _. ,'..n __ n __ n _............ ___". _...... _.. _ __. By __ .., _"._......... __ __. _ __.....:. __ n.. _... _... .... ___..n... n__...... ....__ His Authorized Agent Building Inspector _.. _. _ _ _.. _ __ _ _ _. _ _. _ _ _. _ _.. _.. _... _. _ _ _. _ _ _. __ __ _ _._. _ .__.. _...... _.. __. _ _ __.. n. _ _' _ __ By . _.. _.. n........ __ __... __. _"""'" _........... __ n.. n __........ __.. n __.... n..."" ~DF '--r. . .1', il ", c:r . . ""1" CJ II' J c=1 ' I t:::Y i : \ ~. a. ~ 0 \ 13j 0, TIS;} " CJ " . . ,/ [31J Cl ~ D ~~ 0 .._,. 1"............. k81 D ~ 1::1 I:2Sd CJ 12$P CJ . '. [2S" r::::] ..~.... 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U1 ^:t."F:t.u~nb ~o ^:t."F11?nb ~a:t.~M :t.oaJJa X1:t.U~O~~~UD"FS 'sesn ~o spu~wap T~1~:t.snpu~ ~o T~~o~awwoo 'Du~snoq :t.oa;~a A1:t.U~O~~~UD~S 'sa~:t."FT1?nb T1?~n::}.~u ~o ao~ds uado :}.oaJ~a X1:t.U~O~J"FUD"FS '~a~~ aq:t. U"F su~a:}':t.~d O"F~~~~~ aq:t. :t.oa~~a AT:t.U~O~;~UD~S 'sa~~nosa~ ~o s:t.uaw:t.:t.~wwoo a1q1?Aa~~4a~~~ pu~ aTq~s~aAa~~~ aA10AUI ~~:t.~T1?nb ~o sanT~A 6u~snoq :t.aa~~e A1:t.U~O~;~UD~S ouo~:t.~~e:t.T~ qd~~6odo:t. ~aq:t.o ~o 10~:t.1?A~OXe DU~TT~J '6u~p~~6 :t.u~a~;~UD~S aAToAUI rdo?S' &1;9 11P'f'~ . h . :' ':s:}.o-edWI T~~uaWUO~~AU:iI o:t. sa:t.1?Ta~ ::}.~ s~ 'UO~:t.O'l.pasodo~d :IV"" , fY(}..l..~.:JW3~ (Y1f H ~7 It'o o.c.>2.. I-l'wnH? 7b'pI<1?5!dg S7(1~1 fS . dd' ~ v :t.U~O~l V ("'#"'0' H '"'~. V'? Q-O L . -y,)-1~"'1-:;:) . /5> ~ '5~.J'.'-f~Ofltl f S('ioUJ<:t'q'\j : ::}.sarioa~ ~o a~n:t.-eN ~61' cQ"4 ~ :paT~a l~sodo'~d a:t.1?Q NOIJ.W'l'I=:>:iIQ J.=:>'ldWI ~'lJ.NaWNO~IAN:[ e e .: ."! ... .... .. 1 .f1i! . . IMPACT DECLARATION 0, 1. The Proposed Action is exempt by definition (above portion need not be filled out). ~ 2. The Proposed Action is not a major action significantly affecting the quality of the environment. o 3. The Proposed Action is a major action significantly affecting the environment. However, an environmental impact statement was prepared at an earlier stage and no new information or developments have intervened since the preparation of that impact statement. Therefore, no new environmental impact statement is required. (] 4. The Proposed Action is a major action significantly affecting the quality of the environment and an environmental impact statement is required. DATED this 30~day of ~~T , 197$: Initiating Department Official I' - ........ - -..__h ~.~...-.-~...........-..<-..."..--...-... -,..--..--- BUILDING "ERMIT 'N! 1407 AI City of Bremerton, Washington Phone: (206) 478-5281 OWNER'S VALUE BLDG. DEPT. VALUE PLAN CHECK FEE RECEIPT NO. PERMIT FEE $ is: 00 RECEIPT NO. DATE $ / SOt> f}0 -- - 7"6.5~C /0-6'" 7J> CU~~ ADDRESS PHONE STATE CONTRACTOR'S L1C. # ADDRESS o RESIDENCE BUSINESS 0 NEW huRCit o REPAIR PHONE o REMODEL o ADDITION PLANNING I ZONING FIRE ZONE STORIES OCCUPANCY' THIS PERMIT ISSUED FOR: AI- rc~ ?rE "." "v-e CFJ. ~,.:VlE Xi .tJ '-"kheAJ UJ,fJ.. J.. f ft ~ PJ-I9C C All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. INSPECTIONS REQUIRED: Foundation 0 INSPECTION: Framing 0 PlumbingA Electrical .~ Wallboard~ FINA~ FOR INSPECTORS USE ONLY: REINSPECTION: \O\PPROVED NOT TYPE OF INSPECTION DATE TIME APPROVED - COMMENT DATE TIME APPROVED FINAL INSPECTION APPROVED BY OWNER'S SIGNATURE ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFORE 0 BUILDING DEPT. -- .. B REM E R m 0 N B U I L DIN G D E U A ~ ~ MEN T PER M I T A P P L I CAT ION ----------------------------------------------------------------------- -------------------______0___-__---------------.------_________________.__ Application Date Issue ;)&te Assessor Acct # Site Location Owner - Last Name - SLceet - c~ty - Phone Tenant!s Name Agentfs Name Architect's Name [X] Building [ ] Mechanical [ ] Plumbing Building Contr~ctor: Contractor street City Phone Representative state LlcenBe :If City i..~cense :it 10/13/1993 Application Number 93AP06989 per.mit Number ~?roject Group 3966-003-00l"0009 700 CA~~A~AN DaIV~ ST PAU~S E~ISC02A~ 100 CALi..AhAN D~IV~ BREMER'l'Ql"i (L06) Fi rs t CBURC~. MI state WA Zip 98310 :.?none(206) Pi1one(206) [ ] Grading [ ] Move Building [ ] Mobile Home [ J Sign [ ] Burning [ ] ::"anc Clea:c [ ] ?aving ~ ] Underground [ J Demolition ADVANCED FIRE P.O. BOX 1543 WOODINVI::"'LE (206) PROTECTION state WA Zip 98072 ADVANt'!:'i. ~ 9B6 ~xp~rat~on D&tc OljU2/i994 :":'xp:..rat~oll Date l~a.-c "L:.re o~ 'W'orJ{: ~:l re spr in.u er sYBtem :Lor new COLl~ Lt"UC'l.:" on. APPROVED PLANS AND SITE :.!.wAN r--~US::": RZi~.Alii ON sr.:~ AN0 AVAILABLZ ?OR lNSPECTI0N. Bui:i6.ing Va:iuatio:il. CO..lnci~ District Construction Type Resic..ence L J Business [] uther ~Xj New [ ] ~ep~ir [J Remodel [J Addition [] $48~BO.uu -'- Census Tract Sq Feet Inspections Requ~red Zoning TY~~jJ ?ounci.ation L .J Framing [J Int)(.;."'G..L.on [ J Plumbing L J Mechanical [ ] Wallboard [ ] Final ~X] 3t&tu.s Code 25 --------------~=~~------------==tr----------------------------------. d ~ - -~ - - - - -- - - -;:;J - - - - -t;p----~ - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - n- . oct 0S '93 09: 22 AM, Poge 'i::?ty~t:BUILD" ING 'i.,J-ERMI';JI'1):\A:;:J.P' L:'ICA' ',TION:::::,::'~':"i::,:Vj:-:,: . .......~.............. . "." ':.:,;..c.. '.'. ". .~"~....l.l"".;..,, "<":~ :'~..,:'.~'.:,.., , ". . '.. ", '. ',:. . ". ;..;,1.:. ....... .. '.' ... 'r' ~ ~ ..'.. ;-;;.. ....~.r:':':',... ..... ~.-::... : ":~.." <C' .....{.. . ~., 'j" ',"'....:: .,..:"::..::~;~:~:;,~;;:'.i'.~::: ;Y~CirY:of nrcn~erto'~~, W;lshingtoni;:9 8310,:f\y:l'honel,'C20Gf4 78.. 5 2 75~fFAX:::'(206i::4i8~5278:~:~~~::i:' APPLICANT: 0 OWNER JRJ CONTMCfOR 0 OTHER: IfH>JfloVCE'D Flee ?i?OTECTIOtV SrTEADDR.E5S: iJOOCAUI1Ht9AJ DKluE . L0!ACCOUNT NO. c.. -b003'D~'7bb OWNER~TmUL.:s EP/5CcPrll. CHuiZC-H ADDRESS: 700 CAUAHAr-...J. D12've , . CONTRAcrOR: f1I;vfJNCED ~Ke?i?ora:::::r/ON, ruc. CONTRACTOR LICENSE, flDV fiN ~p Jqq B b CONTACfPERSON: VA0\'D -S.t11lus ADDR.ESS: PQt:PXJS43WCCO/M)ilt..l?, wA Cf"&:f72 EXPIRATION DATE: -SA,...;. '"2, Iqq4 CONTACT PHONE' 1- 2ob-- 4<6?>-s~'7 ~ "'I o SFR 0 DUPLEX 0 MULTI-FAMILY 0 BUSINESS 0 OTHER:~ L o SICN 0 DEMO 0 MOVE BLOC. 0 MOBILE 0 CRADINC(yd.):, )tI NE.W 0 REPAIR 0 REMODEL 0 ADOITION 0 OTHER: NATURE OF WORK PROPOSED: h-ee SP'EIAJICtE72 S'iS7&r1 rQ..72. N~W LJo",,)ST?U.CTIO/I'J .4-r S--r: PI1ut..'S c..AI0it1!Bu12l.f I1ANOK. C.'7b-l1#J IT') .- A 12CT/1ZcMcA.JT (,oHMuJUiTL/. CoA..Jfl2flc.r 4t1Du~1 ~4<6lq~o. QO. SQUARE FOOTACE: Dwelling: Cara&e1. , DecJu: l7"r~::" J~.l. .. e.....~ 4e 'cI'" .. VALUATION nAN REVIEW Hill " ,llll.lW1T I'lie ' , 'SURCHARGES " ' " .... TOTAL 1;.I:::fS:c':,,:, 1$ $ $ ENERCY: $50,00 $ ST.... TF.: $4.50 7: t> u a '-' -=--- -=- AppJiations for which no permit is issued wilhin 180 days following tJle d.ne of application shall expire by limiulion. and plans and other datll submitted for rc.."Vicw may thereafter be' retumcd to the appJicant or destroyed. by the building official. The building official mayatend the time for action by the applica.at foc a period not exceeding UIO days 00 request by the applicant ..howing that drCuDutances beyond the conuol of the applicant have prevented action from being taken. No appHcation shall be ateoded More than once. 10 order to renew action 00 an application after expiration. the applicant IhaU resubmit pJam and pay a new pJan I'evicw fcc. APPLICANT'S SICNATURE: Altivd ~ 7J?atUZ .. DATE: /o/.g/q:.s . . Fad ~h'" 2:, - ~ b 17 .. Poat-It'" brand fax transmittal memo 7671 To {~ ~ e.. k C^-.. u ~ From . ' d. V. r-- I r f(. f> "..(,),t- Ct Dept, Phone 1/ ~~ ~:" I, · ~~ ':'l'P '# nfll, 'Ill;, n ~ 1< ~A I~ r,: '/' .' d 1: f,: 1 f r: t ~ I ,cO-l C. ." ~ ") ,"1 Ii r:} t I,: ,"', ~ \) f'-'1j;>: ':il1 , ~ ~ il t.. 'l't. I " ,:, ('r-~' ~)IJ t t.',=.\ 4'_~:~ <1(1 f ~ j- f:t ~ 1 !< n n i r I ( , "', 4~II'; ~\.f"'. -,"~ !-t' ,~tj ~ f (lq I' r"J . . !~ 1'1 i7 ~; ....., ~ U i 11 \ .. ~ ! i..) } , ~ 'ill,': ~ " " , .' ,> \ t ;:, , , ~ \,' I 1:', /',1,jfq ",' Ii';.", i:"rd,~~'{ !)i,1f 1,"'11 'l p I / I ( " !l " In i !' ::0 ; I!,: p !~ !--' I' 1'-1 1/ N '!' * ( " ' r I ~ "~ ...~.~ I'! '111 ',;lH""~ f.'.~F'~'i Am, 1\11\ t D:, i,' :;: i' " '''I r , ' ... ~ , '\ / J .1 1"\ : ' ~ ~ ) ~ j. - 1-/1-; '0 S ., h l', ,1 ..., ; ~t 4::l H " (t f J . #..1 ~ " VPIC'I' (; i ., '1 ( ~ j' , f.' ,0, "': ," ,J II \..: ,,'l\ ." I'q \r '!, '.~ : '1f" <=-: t .\ r '" ,:- I , , ,~ ,1 '~l! ~', tl 'I " 'OJ ! , \!1; .1 :1 I :-.'r...(:". t-- i"; .~ 7 '.' t ~ " , i\; 1; ~ \ C f l} r 1\:1 1 d -;. ;.'f'! '" f (~ ;-~ , .- I i p,:~ ~} [11 '~'1, I' ... 1/ i. .;.) ! ~ . ~-'. l ;.~ \ ' l " " " ;'1:' r"I.:' { ~ I"J f" (j ~ t) / t 1,1 1 ,~\ ~ ", it '-I'" r~ p (I ~, 4 k ' I " ..' Ii 1f^~ih~ITIf1i(\t1ii\f1IITl!rITl!it\l!iITl!IITl!IITl!j('IiIm'l!i^lIi7lf1i1\11ih~i7ll!r7\~i1\1Ii^"i1\1Irt1rli'ITf1i'ITl!'h~;~mr{\jIit\f1iITl!IITf1i'i1IliITJji?\TIi7)l!~l!i'ITl!i7)l!~ .:~ .1 "'T'A'T".<L ...., "J.14. lJ &. J I ....... _... .......: . FEE $ J3u~ine~~ clJcen~e No. 10578 10. 00 ISSUED BY CITY OF BREMERTON, WASHINGTON The person named hereon is authorized to transact a Automatic Sprinkler System Installation business at the address shown, pursuant to Ordinance No. 1917, as amended, of the Ordinances of the City of Bremerton. Advanced Fire Protection, Inc. 19231 144th Ave. NE Woodinville, l-JA 98072 \("-~ \\J\C-~~ City Cltrk . Display ConsPicuously at Above Place of Business , _liM/l..Y..!/l_Vl/l~I~~~/l~I!.U!~~Vll~/l.V..!/l~II~~lll.Y.!/l~I~I"'V..!~V~~~/l~/l~/l~/l~/l..Y..!I"'Vll"'~/l..Y~Vl/l.Y.!/l~IMI~ , ~ CJ Z~ CJU -<( cn.J 00. ZUJO <(cr;.J J:OO uu..u.. <(UJ.J I-[])::! UJUJ[]) Ol-z UJ<(- cnU <(u.. UJ- .JI- a.ffi U (I).' '. . , "#,.' ..- "-'w'" -.r M w 0- r<: < " ....... 0 z f'\J <> 2 <:) ."\J ~ ii: ........... 1j .-l -l 0 0 c.JJ .11 l- 0- < 0"- Cl a: .-l U) :)... ~-' lD u.. > :::;: :;J z .... . z <: 1-. Z ">- U 0 ~. I.,J ~ ..c. Y.. - I- .~ <II ~'.. m a: , C' -- ~ .1:..".... . ..J'-:: ' ::J vI e/) V LLJ Z N a: ...... ..... t- e/) Q ::::l 7- "', Cl _":I 0- z -- Cl I- Z V '<( < ~.!. ~ a: 0 .1- eo '0 l~ . CL \,..; O~ "'" -- .J 1-' ~ '/'1 ..J .-l -' C .... .u .>< :::>- V 0 Z .~ !'l ..... <.C a > 0 0 a ::> 'ct: ~ :.J o :c >- ..- ...J '<( .;.' Vl ..; ~ >- cO Cl ..... Cl ;:; o 0: "- Vl <( Cl ..... 0: w .... Ul <5 w 0: v (<~ ..r: I- Z ,-., v - u --, .l~ .:'.:. B REM E R TON B U I L DIN G RECEIPT # 086506 D E PAR T MEN T * This Is Not A P~rmit * Building 62-322.1001 Permit ~aes $ 408.00 other Fees Zo>"'\ing Pees Amount Paid. $ 40R.OO $ 408.00 _.~---~~----------------_. - .....--. - -- - ---- - -......... - - - - ._...~.... $ 408.00 Recei. ved From: Advanced Fir~ Protection#37914 Oct 13, 1993 Plan Check Fees Amount Paid $ 265.20 $ 265.20 ----------------------- ----------------------- $ 265.20 62-345.B300 $ 265.20 Gen Paym~.mt $ 4.50 Other Fees $ .00 En.ergy Charge state sIc $ 4.50 643-237.13 - - - - - - - - .. - - - .- - - -- - Total Fees $ 677.70 Amount Paid $ 677.70 Prior Payment $ .00 --------- --------- Balance Due $ .00 On 10/13/1993 For #93AP06989 TO ADVA~CED 'F~~~:'~~ECTION:.! N~ ~ ~. ~.~ ~ IJIHTI [iJ ~ '[f 00 IA\ ~ ~ [?J] ~ '[f '[f IA\ ~ 19738... 144th Avenue N.~" " '\: ',.5 \c- "\~, W Woodinville, Washington 9 :"!I"_? DATE (206) 483.5657 · FAX: 483.5 fI ... 1 2. 10 -'7 - q 3> OC\ C. IT Y of B ?F'r1C72 TO,..J L;:"j",~~~~, 1~ttt1 t:u/LDIt\JCi ?L~NJ\JI Na .\.. t:>EVe-L~~l1tAJr -S-r: ?,4Ul'S CA"-.JIE"f3IiK:'1 nAt--Jo12. :! .u-" IlZE"""" SP;2If'...)'CLBR 5ltSTBt-l PiA 215b 4 TYI sr: B2EneJ2Tot0 J w;q JOB NO er ~ 51 0 GENTLEMEN: WE ARE SENDING YOU ~ Shop drawings o Copy of letter ~ttached o Prints o Change order o Under separate cover via the following items: o Plans 0 Samples 0 Specifications ~ f/'1DI?~L'C- C'At.c.f..u..tc?rIOAJS COPIES DATE NO DESCRIPTION '3 iO-6-Cf3 IO-'1-Cf3 rH D P? AuL / c... 13uILDiU 'PEi2nf( ?Lf11J "28-JIEt,J A PPL I CAlI 0 r..J ~ L I Ge ~G' .... f.;;ZeP'1 E"2TOP-J "3 \ I PLt> l "...'-ESS. THESE ARE TRANSMITTED as checked below: 'J!. For approval 0 Approved as submitted o For your use 0 Approved as noted o Resubmit copies for approval copies for distribution , corrected prints o As requested o Returned for corrections o Submit ~Return o For review and comment 0 o FOR BIDS DUF REMARKS "PLeASe"" lZerC-li?/J ~eT of" HYPPfluLIC 19 o PRINTS RETURNED AFTER LOAN TO US e;"...)E SeT Si-lciP PK~JNCi. os t4/VD C),..Jl: CiALGLU F1 TION S l~/I/-J ST.4'-'/P8 D .4P?Ro l/FlL, --.. "-rHAIJ/( VfOIA rF ME" : 'leu HAve ];;:>IJLlI i::> -:s . ,qtJ'1 n~us ~lAESIIONS REASe- GOA.JTAc.:r ~T 4<53- SbS? COpy TO SIGNED: Ad ~... 7??atu2 If enclosures are not as noted, kindly notify us at once. L T -584-2 PRINTED IN U.S.A ~. . iJ. . "1~ ., '" . B R E M E R T 0 N B U I T.. D I N G D E P A R T M E N T p E R M I 'r A P P L r C A 'i:' I 0 N ---------------,-----------------------------~----------------------.--- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -.. _ _ _ _.. _ _ _. . _ _. _ _ _ _ _ _ _ _ _ _ _. __._ _ _ _._.. _ _._ _ _ _ _ _ _ _ _ _ _ __ _ _ _ w.. _.... _ _ __ Application Date Iseue Date Assessor 1\cct # Site Location Owner - Last Name - street - City - Phone Tenant's Name Agent's Name ArchitE:ct's Name [X] Building [ ) Mechanical [ ] Plumbing Building Contractor: CO:ltractor street City Phone Representative state License # Ci.ty License :It 10/13/1993 Application Number 93AP06989 P~:rmit Number Proiect Group 3966-003-001-0009 700 CAl. T..AHAN DR I VE ST ~AULS EPISCOPAL 700 CALLAHAN DRIVF. BREMERTON (206) Fir-st CHURCH MI state WA Zip 98310 Phone(206) Phone(206) r J Grading [ J Move Building [ ] Mobile Horne Sign '3urning ~~cn1 Cl ear [ ] Paving [ .1 Underground r. ] Demolition [ J [ 1 [ ] ADVANCED FIRE P.O. BOX 1543 WOODINVILLE (206) P~CTECTION state WA Zip 98072 ADVANFPJ.99B6 Expiration Date 01/02/]994 Rxpir-ation Date Nature of Work: Fire sprinkler system for new construction. APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND AVAILABLE FOR INSPECTION. Building Valuation Council District Construction T.YPP. $48980.00 1 Census 'I'r'3.ct Sq Feet Inspections Required [ ] ~oning Foundation [ ] [ ] Type Framing [] ~XJ Insulation r ] [ ] Plumbing (] [ ] st~tus Mechanical [ ] [ 1 code Wallboard [ ] ( J 2b Final un 6ii;"""""=""""""""/~7;37q;""""""'"~"=""UC~7~Tliftl Residence Business Other New Repair Remodel Addition r - '"' '" " "" 0: lID Or."r 1 ;:\ 1q~:n t\l, ,I '''\) l I' l\ 0 ,J _ infNl M-E-M-O-R-A-N-D-U-M OCTOBER 15, 1993 TO: BONNIE KRAUSE FROM: DEREK SKANES SUBJ: FIRE SPRINKLER AT CANTERBURY MANOR BUILDING APPLICATION NUMBER: 93AP06989 SITE LOCATION: 700 CALLAHAN DRIVE TAX LOT NUMBER: OWNER: ST. PAULS EPISCOPAL CHURCH The development of the proposed site does not conflict with utility systems located within the Callahan Drive right-of-way. The plans have been reviewed and approved for backflow protection devices. APPROVEDU~' ,-<;~<,<> ~ LOGGED IN it,. ~ ',(j.3 DATE 111,. rS ~3 LOGGED OUT ~,. /.s r9 3 ,-, 1< !, 'j' " 1'1 ,) h' f' 2'. P r: ' j .' ,1) i q I, \,,',-. ! r' t ~ \ ~ f- r~ :': t j ~ ^,~~,-,'..'''1:l1' (\1'.-:' ~ ~~'i~(. 1';"",,11(11, ., Ii f-i RECent. !, ocr l~i !" 1'4 ,r,E. D l.Jb 1. 4 7993 c} ~~~ '"'. '~L; - '! U ':',1(:1'/0(1\ City . i1fities s a.nd , Of Bre' merton ,. ,. " r f\ ~.~ t., I!' f' /\ i ii,' ; {; i '-1' J \ ,';f,!,'Il\'l", 00! n,,'-,',. 'Inn ('1\1 U\HhJ'1 "Ff',,':--~ ,,\ I J n \ ! , ") 'j' ; f, \ ' r ~ I ; l' ! ;. Ii' f Pt", III! f f.tl'/ni,;t'; ~ : ~ \ , r-" I . i ( 'I: i' 'l' J1"l ) 1,11, PO,: . i ~~. , t'" i 1 I.:' (.- ~ f.;,\", N;itP" ,.-;'1' PAII',S r'~','I~l'r'F':,!, IJf ! fll{'l."i ; ~i 1- \' t ) , J ~,"1 -r t :-:- 'l'e"titl.'l j I ~ N'1lIlP l\.."U' n r '" N n Ellf'.. 1\ ',I'!, i i:e('!' '~; f'l~n1l1~ I:-.:j HtdJdlJ1q I '\ M....(.lufl i I~;~ I II t"' IUlfTbl {..j ~'~ t'l i · (i i g ry ( "( If ~ i ,I d ( l 1 r l:r I t ~ ( " rt). r .:1 t 11 (~~ ;.: i~ j l: ~t ~'., t :" it}, phi ,;\:" FP-7) I ';:"',f'ni di j \/t" ~~tL~tf' Jl.!{,ti~'n:~" ~ :<'ij' r,1,4,;:.n:'c- t iT: !P (~ nf WIll)I; ~,' i -, i i 'HI H,< 'f! /11;; CAUNlAN /In'I'd' !:~RI<:HRR'rnN ~11: ',; ,=-- w l~ "': i P '!i-q It, . ....., ~ ~ 1 ... \! 1\ , Phn'lf'\ .'Of; I tJ~I(",.or!.l( ;)Oh } I:, dIll f"1 H n ,; ":' nil 1, , , ! 1 I,;} r-lnl':i !', !lP/I;(A r: 1 "f!,,! f1UJ.t",tf,q L,\Ht{ \.~tt--'~~-- l"'V'1 n'l Plld?{~rrJlH111 r""mr. 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'J t If'~{/' OJ t i ,1':1 P! qrnhi1111 M."\("tl(lll;" ,ll W;ll, ! hl,;j t,~ l:ltH I I- I ! 'ry~;: ~ ,(,'i';) \ j".1 1 I I '; -J ;;.~ . , /D//3/q3 ,,. '~ P. R E ~1 1-<: p lp ; I j'-J H 1,1 I, N I . . p f': fi' ((1 '1' l\ ~ ) ~ }l,PP' J.,',d i 'HI fled P f :~':1\lP DR r p ^ '1 .~ p '" '~ , ; I .1\ , '1,1 #: L:lt~' i,(\('<dinq I l W n p t !. ;:l ~l t N ;;\ HI f> st,Ppot ';1 r. y Ph(1p~ 'rp'lant I ~1 N3!n:=' Acv"nt 'c; NilITiP rn ,,,hi te.-'] .~; i'L'i\\If' LXI HuildJnq 1'1 M.,=:o(<h;'!tl i r';11 :1 P I tOntl} TIC] Hid 1 n;1f' # f'i-ty r.ir''''n'~''' 11' L / }..' : ~,/ I (1 t_i ~ n 10: f-' A R 'I' M I': N '1' , , 'V JON ~\ - ---@ .p.1.'fJ1 j fat I rH~llmr$..0 ,) \~\'''iq ')0' ,-nn t Nl'mb7'.o... ~<> 'tP-n " ~LJ.'\ u- {.., Il, r. i.-.".t t~T nllf'-~ 'do? h > a . ::>;- <'& '<; . ~\ ','J UJ t<' 1 ,- "'. . t '~H n R ( · H ..... 1.- Nt 1(' , Y~l .~_ '1~; :-... 1 .'" I p r~ 7\ ? i t' q!1") II; 1--) -) '1(, h - I) I) ~ (Ill I () III \ t., 7[1(1 ('7\l.~,AJ--IAN I1R [\fl" srr PAUr.S RP r S('(>Pl\f, {OO l'AJ.J.Mt^N IW rvr:: !-\l-< j'l~HF.F'T'nN ( ','C G) P!il1np( '.\(Hi" Phon€'( ~)(l6) (; J (l rI.1 Jl q HI)\ff? Hui1rliHq MOll[ I p Hnrnf' Slqn Rlln11nq j,'Hld t't (";1' I pavinq i HndF<rqullmd 1 })PffioJirlon AllVI\N('F;n FIR!': PRl)1'~(~']' InN P. (). }-.\nXl ~,4.:; HOOflTNV 1 {,r.f<~ ( :' (1 f1 ) f) r :! t- f- W A 1. i J" q ~; (l ., ? .I\P\TAN)i'f'i l)CJRf, 1~l{pil"linrl n,-JtR OI!(J?/'llJQ4 l<~ x P 1 ~ ;1 t 1 rm !l;1 1 p f.f ,1 t II 'I'-' (l f w ('; ,( : F'-~ ,'f-' ~r.-n i n1{' (>I ';}":! ,->1'11 ill, ,.f'v] :"l>l~d r u,-'I 111n. APPRCJ\T,.:r: ! '.ANf ANI; Sl'I'r,~ PI,AN ~1~i~;'1' !.'!~~U\]N (IN Sl'T'F AND I) K~~Abc::"I-.€4':::';~. ~j t5to~%. OvWAflkrs vJL'i~' fJ,,~""I.~ '''1 . v~ ,s.,R tf?'4H 'JiJ n . 'H' C' t) 111' ,~j 1 n 1 " t Ii.' t I I ~.-> n;,; 1 ~ '\ l' i ;, ,-' I (' n 11:;1 t. j'1.) ( . I I nil rp 'j' =. J ~'" Rp~~ i f!( fir-;..) l.{ , t ~1 i. 1 . 0 ~ 1 '""j ot lip t N0'w RpP;i.ir Rp!nl)r!"" i 1\'/(: ~ t- i ,Ii) - cJiA;u .<:;<1,-'ppt rn~:pPC't i nfl:'1 R "(fIll r ..d I r Xl ! ! r I r ~I (l T) i f) n 'l'y,!;:> .1 1 I ! J r 1 >. I f v 1 ".I c.: f ;4 ( IU\ "ndp "In one! n t 1 (H'I Prnminq InCllllat.inn Plumn11lQ ~-1f'('hA.n 1 ~,l i W~-l1. 1 hn;, ~- d , " fi'l 1I (I ! /D/!3/q3 . / 4 . . B REM E R TON PER M r 'T' A P P L [ CAT ION B (J I L D r N G D E PAR T MEN T --------------------------------.----------.--------.-----.------------------ ,- -- ~ - - - - --.- -.- -.- -.- - - -.... .~ - ~.- -- - -- -- -. .-. - - -- - .- -- -. -- ~"'" - - - .-.-.- -.- - ~. - -.. .-.- - _...... - -- -' .- ,-- -- -... ~.- -. - -. Application Date Tssup. Datp. Assessor. Acct. # Sit.e Location Owner. - Last Name - Strep.t - City - Phone Tenant's Name Agent's Name Architect's Name [X] Building [ ] Mechanical r ] P 1 umbi ng 10/13/1. 9'-H Application Number. (Hl'.POf)9R9 Permit Number Pn~ 'ject. Gr.Ollp 1966-003-00l-0009 700 CALLAHAN DRIV~ ST PAULS EPISCOPAL 700 CALLAHAN DRIVE BREMERTON (206) ~ 1. r s t I~HURCH MI state WA Zip 98310 Phone(206) Phone(206) r ] Grading [ ] Move Building [ ) Mobi.le Home [ ] r. ] [ ] Sign Burning Land Clear [ ] Paving [ ] Underqr:ound r 1 Demolition -------------------------------------------------------------------.-- Building Contractor: Contractor st r.eet. City Phone Representat1.ve State License # City Lir.ense # ADV.ANCED FIRE P.O. BOX 1543 WOODINVILLE (206) PROTECTION state WA Zip 98072 ADVANFP199B6 Expiiation Date Ol!O?!J9Q4 Expiration Dat.e Natur.e of Work: Fire sprinklet' system for new (~onst.r.uct.ion. APPROVED PLANS AND SITE PLAN MUS't' REMAIN ON SITE AND AVAILABLE FOR INSPECTION. Building Valuation -------------.------------...-----------.------.--------------------------- $48980.00 Council Dist d.~t 1 Census Tr.act Construct.ion Sq Feet Inspections 't'ype Required Residence r Zoning Foundation r ] Business r 1 Type F'raming [ , I Other [X] I nsnl a ti on [ 1 New [ 1 Plumbing [ I Repair r 1 status Mp.chanical r ] Remodel ( 1 C nrl e Wallboar-d [ ] .l\dd.l t:i DIl r ] )5 Finnl r X] - -.:-::: ::=::0--~ --:::-:::: =:: ::-:~:"'::."'-.c -===- 'c. -:... /D /1;'3 /Q3, p *~ (~ :.., r~ h) 'P f~ J'4 ,~ n r, r r! II l..' ;' f\ foe 'l' !vi F N 'I' R',:' ',", I !.I'I' #. I);: r Cil''> 'f11 , .1 :, ! ~., N:d A p,'" fn t t A, l'lnu (j" I ',I'. n1\:i Idfnq ), ,'" .' {j it I ~ 'i. I i I}'l t fI\;.-t'" ~ '--' .,4.., 4(/:: , rq. Ai/ln,!ld ~1H: l'. ...-'1 '4 lr'.',. 1 i/!il: " ',' fl t',,': '1 '"I . i; r'- t j' I ~t tr t-", ~ ... ~':n"\,IIY r 't I ,,: I '1 ,.-. .. " f, '.' t, n ~l; , C " ',' J " ,~ I .: 1 \ ~t~.JI ~l1l 'rfl~~ll ~ , Ii 'I ""... t,1,::lf .,~ .~ t \ i ~'! ' J 'i ' . 'J ,,'I , I 't'" i . I 1 \lnrlt;T! ( l ~ t t,) r t~' .. - t..... " 'l ~ 1 " ~ ;-; l' ;1 t d .,' d" ',' -'f; t':1 'l 1ll.4!l t ." I! " 'J I, nil"::' f" .", .. ./1/ p. I ~ ;;. I' " l n ~{ ~ I ft ,.. \0 ,; G' ,->,;,,> 1 \J I."', I F "'HI\, ,11, ! 1 /0 \ I \ i } I 1 '~I i\~J H ,1 j i \"'~.j,d ", i ; 0' 1', 1:1 .,,'1 # ,P;l, ! 'I ) ,\ : I ~- ~(.' ' 1\ 1'( Ii-, 'I B 'l ~ . . .. ADVANCED FIRE PROTECTION, INC. P.O. Box 1543 19738 - 144th Avenue N.E. Woodinville, Washington 98072 (206) .483.5657 · FAX: 483.5077 ~rnlYlYrnw @~ lYwill~~~~lYlYill~ DATE JOB NO 11-1-93 ATTENTION BO~Jt: RE: TO G//"Lf ~r -p;;?er7ezTO~ -Z tg' 6 <1/44 S-r:- lSi2er1ee-r00 J c.0t4 9<33/0 . $7'7' ?AuL'.5 '7CXJ C?.AtL1'9H14A..J );>1::. GENTLEMEN: WE ARE SENDING YOU o Shop drawings o Copy of letter )iAttached o Prints o Change order o Under separate cover via the following items: o Plans 0 Samples 'j4 ?Ci2P/\'. -r t:EE o Specifications COPIES DATE NO DESCRIPTION THESE ARE TRANSMITTED as checked below: o For approval o For your use "f;/ As requested /~ For review and comment o Approved as submitted o Approved as noted o Resubmit o Submit copies for approval copies for distribution o Returned for corrections o Return corrected pri nts o o FOR BIDS DUE 19 o PRINTS RETURNED AFTER LOAN TO US REMARKS C/t...X'..L:c~ z:::> 15> C-I-Jz:.cr $a..jp -rile A-'fffu.Je::c> tffA-J K ~ eu Fo2 2::5'7.2'8 - n~ PL~,vS /0 JCr;:::"J::1i?Z?s.,.~ ~E- SiA..JC"eJ;?e-L 't ) COpy TO SIGNED: 4;d ~- ~ If enclosures are not as noted, kindly notify us at once. ~ L T -584-2 PRINTED IN U.S.A. 2535 BREMERTON MUNICIPAL UTILITIES 3027 Olympus Drive Bremerton, Washington 98310-4799 (206) 478-5318 ~TILITY SBRVICB AG~~HMHNT Bremerton, Receipt No. n ~-<:J.. S- WA. to J ) ~ ,19_Q3 I . Work Order No. Tap No. The undersigned Service Address: Legal Description: Plat property owner hereby applies for Utility service at: Block Lot Kitsap County SERVICE REQUIREMENT: [] Water- [] Wastewater [] Stormwater SERVICE AREA: [] Marine Drive Water [] Sewer District 11 [] City [] North Perry Water [] Tracy ton Water [] County [] Port of Bremerton [] SERVICE CHARGES: Connection/Inspection Fee: Water: Domestic...............Size $ Fire .................. Size $ Wastewater ............................. , Storm Water ............................. $ BARS # Front Footage Fee: Wa ter, ................................... S Was tewa ter .............................. $ Storm Water ............................. * ,?' General Facility Fee: Water ......., of units Wastewater .., of units Storm Water ., of units (it $ (it $ (it $ $ $ $ System Development Charges: Water Was'tewa ter Storm Water $ $ $ Temporary Service $ Road Permit [] City [] County ..$ Street Restoration [] Asphalt [] Concrete $ Tapping Fee ............................... * Deposit $ Other Storz Adapter $ TOTAL. . . . . . . . . . . . . . . . . . $ ; 28~ 6t ~ , ~ 401-388.1000 --------------------------------------------------------------------------- 1. Utility charges are the responsibility to the owner regardless of whether the property is occupied by the owner or tenant. Unpaid charge shall become a lien on the property serviced. 2. By this agreement, the undersigned owner acknowledges that the owner assumes the risk and the City disclaims responsibility for all claims for damage or injury to person or property resulting from the following: a. Installation, maintenance and operation of all plumbing, fixtures or appliances connected to the water meter or wastewater main. (Building permit inspections are limited in scope and do not guarantee plumbing design or workmanship.) b. Changes in pressure, flow or temporary shut-off of services due to system maintenance, emergenoy or non-payment of oharges. ,Name Canterbury Manor Billing Address 700 Callahan Drive Owner ,;~"'.sign8:t'ur;:~ tu:tJ~,~ Agent'sSignat~r~ , , Phone Number ) Date Date Swe It) a , WA ZIP 98310 ~ , 1 , 19 Bremerton Municipal Utilities: . " ", I , . \ . . "r ~~ ~"j " D' .., ' ate 16}/f, 199-3 Yell Copies: Utiii ties Accounting" '. .,:.~':, Utilities Engineering Goldenrod' Copy:.,~Customer " \ \IW' 'I-ik":'!" ~ ............... HYDRAULIC CALCULATIONS for 5/: P/JUL IS. CAlJTe&tK~1 Mflt00 K '700 CAl-Lflfl/ltJ DR. 6iZEl1EKToN, wf1 913/0 "2 BEDPCO'1 APT: 2110{ ~Lot)2 CONTRACT NO. DATE 10-7- 73 DESIGN DATA: COVERAGE PER SPRINKLER SQ. FT. SPECIAL SPRINKLERS GBi? "1lJb j2::CeS5eP NO. OF SPRINKLERS CALCULATED . 4 \.. OCCUPANCY CLASSIFICATION ;?ES/DEAJnrJL. DENSITY ./2 GPIN~. /{::/ 'i./6' S?ACltJy AREA OF APPLICATION SQ. FT. .r: j, .- IN-RACK DEMAND HOSE STREAMS 100 TOTAL WATER REQUIRED 152.4 INCLUDING HOSE STREAMS \ :.L. ',: GPM NAME OF CONTRACTOR ll'DvtltJCED FiIZF PKDTcCTJOrJ NAME OF DESIGNER DAvl ~ -So M Au S ADDRESS 20 f30x 1513 kJOOOrAJUILLE.lJ/! 9'Zo?2 . AUTHORITY HAVING JURISDICTION 62'Er1E12rC0 Hl2c aPT: SPRINKLER SYSTEt1 INPUT DATA . 'File Name: Dt1S TPAU4 Date: Oct 07, 1993 JOB TITLE: 2 BR APARTMENT 2 FLOOR 4 HEAD GBR HEADS SOURCE NODES Node Tag Elevation Static Residual Residual Hose Stream Pressure Pressure Flow Allowance (ft) ( ps i ) ( ps i ) ( gpm ) ( gpm ) SRC -7.4 90.0 70.0 1000 0 NODE DATA Node Tag Elevation K Node Tag Elevation K (ft) (ft) SRC -7.4 SOURCE 46 37.5 0.00 1 6.0 -100 47 37.5 0.00 BCH 6.0 0.00 48 37.5 0.00 ACV 6.0 0.00 49 37.5 0.00 BOR 6.0 0.00 50 37.5 0.00 2 6.0 0.00 51 37.5 0.00 3 2.0 0.00 52 37.5 0.00 4 10.0 0.00 53 37.5 0.00 5 10.0 0.00 54 37.5 0.00 6 10.0 0.00 55 37.5 0.00 7 10.0 0.00 56 37.5 0.00 8 10.0 0.00 57 37.5 0.00 9 10.0 0.00 58 37.5 0.00 10 19.5 0.00 59 37.5 0.00 11 19.5 0.00 60 37.5 0.00 12 19.5 0.00 61 37.5 0.00 13 19.5 0.00 62 37.5 0.00 20 29.0 0.00 70 37.5 0.00 21 29.0 0.00 71 37.5 0.00 22 29.0 0.00 72 37.5 0.00 23 29.0 0.00 73 37.5 0.00 30 37.5 0.00 75 37.5 0.00 31 37.5 0.00 76 37.5 0.00 32 37.5 0.00 77 37.5 0.00 33 37.5 0.00 78 37.5 0.00 34 37.5 0.00 79 37.5 0.00 35 37.5 0.00 80 37.5 0.00 36 37.5 0.00 81 37.5 0.00 37 37.5 0.00 82 37.5 0.00 38 37.5 0.00 83 37.5 0.00 39 37.5 0.00 84 29.0 0.00 40 37.5 0.00 85 29.0 4.30 41 37.5 0.00 86 29.0 4.30 42 37.5 0.00 87 29.0 0.00 43 37.5 0.00 88 29.0 4.30 44 37.5 0.00 89 29.0 4.30 45 37.5 0.00 23A 29.0 0.00 PIPE DATA PIPE TABLE USED: STANDARD.PIP pipe Tag End Node Tags Length Fittings Diam. H-W Coef. (ft) (ft) ( in) . 1 SRC 2 305.00 E 6.280 ( D6 .000 ) 140 2 2 1 30.00 2T 6.280 ( D6 .000 ) 140 3 2 BCH 10.00 T 4.100 ( D4 .000 ) 140 4 BCH ACV Fixed pressUie diop of 8.0 psi 5 ACV BOR 65.00 E 3.356 ( F3 .000 ) 120 6 BOR 3 6.00 E 3.356 ( F3 .000 ) 120 7 3 4 9.00 2EC 3.356 (F3.000) 120 8 4 5 30.00 T 3.356 ( F3 .000 ) 120 9 5 7 48.00 T 2.154 ( C2 .000 ) 120 10 7 8 9.00 ET 2.154 ( C2 .000 ) 120 11 7 9 144.00 4ET 2.154 ( C2 .000 ) 120 12 5 6 150.00 3E2T 2.154 ( C2 .000 ) 120 13 6 13 10.00 T 1.398 ( 1. 250 ) 150 14 8 12 10.00 T 1.398 ( 1 .250 ) 150 15 9 10 10~00 T 1.398 ( 1 .250 ) 150 16 12 11 9.00 ET 1.398 ( 1 .250 ) 150 17 11 13 150.00 2E3T 1.398 ( 1 .250 ) 150 18 11 10 144.00 3E2T 1.398 ( 1 .250 ) 150 19 13 23 10.00 0.0 1.398 ( 1.250) 150 20 12 22 10.00 0.0 1.398 ( 1 .250 ) 150 21 10 20 10.00 0.0 1.398 ( 1 .250 ) 150 22 22 21 9.00 ET 1.398 ( 1 .250 ) 150 23 21 20 144.00 3E2T 1.398 ( 1 .250 ) 150 24 21 23A 150.00 2E3T 1.398 ( 1 .250 ) 150 25 23 32 8.00 E 1.398 ( 1 .250 ) 150 26 22 31 8.00 E 1.398 ( 1 .250 ) 150 27 20 30 8.00 E 1.398 ( 1 .250 ) 150 28 30 35 2.00 2T 0.874 ( o .750) 150 29 33 34 6.00 T 0.874 ( o .750 ) 150 30 34 35 7.00 T 0.874 ( o . 750 ) 150 31 35 36 8.00 T 0.874 ( o .750 ) 150 32 36 37 8.00 T 0.874 ( 0.750 ) 150 33 37 38 11.00 T 0.874 ( o .750 ) 150 34 38 39 6.00 T 0.874 ( o .750) 150 35 33 61 82.00 4E2T 0.874 ( o .750 ) 150 36 34 45 124.00 2T 0.874 ( o .750) 150 37 30 44 124.00 2E4T 0.874 ( o .750 ) 150 38 36 43 124.00 2T 0.874 ( o .750) 150 39 37 41 84.00 2T 0.874 ( o .750 ) 150 40 38 40 92.00 2E2T 0.874 ( o .750) 150 41 39 40 84.00 ET 0.874 ( o .750 ) 150 42 40 41 11.00 2T 0.874 ( o .750) 150 43 41 42 38.00 E2T 0.874 ( 0.750) 150 44 61 62 3.00 2T 0.874 ( o .750 ) 150 45 61 31 40.00 E2T 0.874 ( o .750 ) 150 46 31 46 7.00 2T 0.874 ( o .750) 150 47 62 48 64.00 3E2T 0.874 ( 0.750 ) 150 48 62 47 42.00 2T 0.874 ( o .750 ) 150 49 48 47 8.00 T 0.874 ( 0.750) 150 50 47 46 6.00 T 0.874 ( 0.750 ) 150 51 46 45 8.00 T 0.874 ( 0.750 ) 150 52 45 44 9.00 T 0.874 ( o .750 ) 150 53 44 43 5.00 T 0.874 ( 0.750 ) 150 54 43 42 6.00 T 0.874 ( 0.750 ) 150 55 48 49 90.00 3E2T 0.874 ( 0.750 ) 150 PIPE DATA pipe Tag End Node Tags Length Fittings Diam. H-W Coef. ( ft) (ft) (in) 56 47 49 70.00 2T 0.874 ( 0.750) 150 57 46 50 74.00 E2T 0.874 ( 0.750 ) 150 58 49 50 2.00 T 0.874 ( 0.750 ) 150 59 45 73 74.00 T 0.874 ( o .750 ) 150 60 73 52 75.00 T 0.874 ( o .750 ) 150 61 44 32 131.00 4E2T 0.874 ( o .750 ) 150 62 32 53 24.00 T 0.874 ( 0.750) 150 63 50 70 1.00 T 0.874 ( o .750 ) 150 64 70 71 8.00 T 0.874 ( 0.750 ) 150 65 71 72 8.00 T 0.874 ( o .750 ) 150 66 72 51 67.00 4E2T 0.874 ( o .750 ) 150 67 42 60 34.00 2E 0.874 ( o .750) 150 68 60 54 128.00 ET 0.874 ( 0.750 ) 150 69 60 59 42.00 ET 0.874 ( 0.750 ) 150 70 59 58 .7:00 T 0.874 ( o .750 ) 150 71 59 75 36.00 T 0.874 ( o .750 ) 150 72 75 76 1.00 T 0.874 ( o .750 ) 150 73 76 77 3.00 T 0.874 ( o .750 ) 150 74 76 55 48.00 T 0.874 ( 0.750) 150 75 58 78 34.00 2T 0.874 ( o .750) 150 76 78 56 51.00 2ET 0.874 ( 0.750 ) 150 77 58 79 55.00 ET 0.874 ( o .750 ) 150 78 79 57 36.00 2T 0.874 ( 0.750 ) 150 79 51 52 6.00 T 0.874 ( o .750 ) 150 80 52 53 7.00 T 0.874 ( 0.750 ) 150 81 53 54 8.00 T 0.874 ( o .750) 150 82 54 55 8.00 T 0.874 ( o .750 ) 150 83 55 56 11.00 T 0.874 ( o .750 ) 150 84 56 57 5.00 T 0.874 ( 0.750 ) 150 85 56 80 3.00 2T 0.874 ( o .750 ) 150 86 80 81 14.00 T 0.874 ( o .750 ) 150 87 55 82 8.00 T 0.874 ( o .750) 150 88 82 83 17.00 3ET 0.874 ( 0.750 ) 150 89 23A 23 8.00 E2T 1.398 ( 1 .250 ) 150 90 23A 84 31.00 3T 1.398 ( 1 .250 ) 150 91 84 85 20.00 T 0.874 ( o .750 ) 150 92 85 86 13.00 ET 0.874 ( 0.750 ) 150 93 84 87 10.00 0.0 1.398 ( 1 .250 ) 150 94 87 88 14.00 T 0.874 ( o .750 ) 150 95 88 89 14.00 0.0 0.874 ( o .750 ) 150 SPRINKLER SYSTEt1 HYDRAULIC ANALYSIS Page 1 Date: 10/07/93 DMSTPAU4 JOB TITLE: 2 BR APARTMENT 2 FLOOR 4 HEAD GBR HEADS . L-JATER SUPPLY DATA . SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. Q PRESS. ~ DEMAND PRESS. TAG ( PSI) ( PSI) ( GPM ) ( PSI) ( GPM ) ( PSI) SRC 90.0 70.0 1000.0 89.4 152.4 51.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 152.4 GPM TOTAL HOSE STREAM ALLOl.JANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOL-JANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 52.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) ( PS I ) (GPt-l ) SRC -7.4 SOURCE 51.4 152.4 1 6.0 HOSE STREAM 45.4 100.0 BCH 6.0 - - - - 45.4 - - - ACV 6.0 37.4 - - - BOR 6.0 - - - - 37.2 - - - 2 6.0 - - - - 45.4 - - - 3 2.0 - - - - 38.9 - - - 4 10.0 - - - - 35.3 - - - 5 10.0 - - - - 35.2 - - - 6 10.0 34.3 - - - 7 10.0 - - - - 34.7 - - - 8 10.0 - - - - 34.6 - - - 9 10.0 - - - - 34.5 - - - 10 19.5 - - - - 30.2 - - - 11 19.5 - - - - 30.2 - - - 12 19.5 30.2 - - - 13 19.5 - - - - 29.7 - - - 20 29.0 - - - - 26.1 - - - 21 29.0 - - - - 25.8 - - - 22 29.0 26.0 - - - 23 29.0 - - - - 25.2 - - - 30 37.5 - - - - 22.4 - - - 31 37.5 - - - - 22.3 - - - 32 37.5 - - - - 21.5 - - - 33 37.5 22.3 - - - 34 37.5 - - - - 22.3 - - - 35 37.5 - - - - 22.3 - - - 36 37.5 - - - - 22.3 - - - 37 37.5 - - - - 22.3 - - - 38 37.5 22.3 - - - 39 37.5 - - - - 22.3 - - - 40 37.5 22.3 - - - 41 37.5 - - - - 22.3 - - - 42 37.5 - - - - 22.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 10/07/93 JOB TITLE: 2 BR APARTMENT 2 FLOOR 4 HEAD GBR HEADS 'NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) ( PSI) ( GPM ) 43 37.5 - - - - 22.2 - - - 44 37.5 - - - - 22.2 - - - 45 37.5 - - - - 22.2 - - - 46 37.5 - - - - 22.3 - - - 47 37.5 22.3 - - - 48 37.5 - - - - 22.3 - - - 49 37.5 - - - - 22.2 - - - 50 37.5 22.2 - - - 51 37.5 22.0 - - - 52 37.5 - - - - 22.0 - - - 53 37.5 21.9 - - - 54 37.5 - - - - 22.0 - - - 55 37.5 22.0 - - - 56 37.5 - - - - 22.0 - - - 57 37.5 - - - - 22.0 - - - 58 37.5 22.0 - - - 59 37.5 - - - - 22.0 - - - 60 37.5 - - - - 22.1 - - - 61 37.5 22.3 - - - 62 37.5 22.3 - - - 70 37.5 22.2 - - - 71 37.5 - - - - 22.2 - - - 72 37.5 22.2 - - - 73 37.5 22.1 - - - 75 37.5 22.0 - - - 76 37.5 22.0 - - - 77 37.5 22.0 - - - 78 37.5 22.0 - - - 79 37.5 22.0 - - - 80 37.5 - - - - 22.0 - - - 81 37.5 22.0 - - - 82 37.5 - - - - 22.0 - - - 83 37.5 22.0 - - - 84 29.0 - - - - 17.1 - - - 85 29.0 K= 4.30 9.7 13.4 86 29.0 K= 4.30 7.8 12.0 87 29.0 - - - - 16.8 - - - 88 29.0 K= 4.30 10.6 14.0 89 29.0 K= 4.30 9.2 13.1 23A 29.0 - - - - 23.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 10/07/93 JOB TITLE: 2 BR APARTMENT 2 FLOOR 4 HEAD GBR HEADS . PIPE DATA ( cant. ) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL( FPS) HW( C ) (FT) SUi'l. NODES (FT) ( K ) ( PS I ) ( GPM ) F .L ./FT ( PSI) Pipe: 14 18.4 1.398 PL 10.00 PF 0.3 8 10.0 0.0 34.6 0.0 3.8 150 FTG T PE 4.1 12 19.5 0.0 30.2 0.0 0.018 TL 16.00 PV 0.1 Pipe: 15 11.1 1.398 PL 10.00 PF 0.1 9 10.0 0.0 34.5 0.0 2.3 150 FTG T PE 4.1 10 19.5 0.0 30.2 0.0 0.007 TL 16.00 PV 0.0 Pipe: 16 4.4 1.398 PL 9.00 PF 0.0 12 19.5 0.0 30.2 0.0 0.9 150 FTG ET PE 0.0 11 19.5 0.0 30.2 0.0 0.001 TL 23.00 PV 0.0 Pipe: 17 6.5 1.398 PL 150.00 PF 0.5 11 19.5 0.0 30.2 0.0 1.4 150 FTG 2E3T PE 0.0 13 19.5 0.0 29.7 0.0 0.003 TL 184.00 PV 0.0 Pipe: 18 -2.1 1.398 PL 144.00 PF 0.1 11 19.5 0.0 30.2 0.0 0.4 150 FTG 3E2T PE 0.0 10 19.5 0.0 30.2 0.0 0.000 TL 180.00 PV 0.0 Pipe: 19 29.4 1.398 PL 10.00 PF 0.4 13 19.5 0.0 29.7 0.0 6.1 150 FTG PE 4.1 23 29.0 0.0 25.2 0.0 0.043 TL 10.00 PV 0.3 Pipe: 20 14.0 1.398 PL 10.00 PF 0.1 12 19.5 0.0 30.2 0.0 2.9 150 FTG PE 4.1 22 29.0 0.0 26.0 0.0 0.011 TL 10.00 PV 0.1 Pipe: 21 9.1 1.398 PL 10.00 PF 0.0 10 19.5 0.0 30.2 0.0 1.9 150 FTG PE 4.1 20 29.0 0.0 26.1 0.0 0.005 TL 10.00 PV 0.0 Pipe: 22 11 .1 1.398 PL 9.00 PF 0.2 22 29.0 0.0 26.0 0.0 2.3 150 FTG ET PE 0.0 21 29.0 0.0 25.8 0.0 0.007 TL 23.00 PV 0.0 Pipe: 23 -4.6 1.398 PL 144.00 PF 0.3 21 29.0 0.0 25.8 0.0 1.0 150 FTG 3E2T PE 0.0 20 29.0 0.0 26.1 0.0 0.001 TL 180.00 PV 0.0 Pipe: 24 15.7 1.398 PL 150.00 PF 2.5 21 29.0 0.0 25.8 0.0 3.3 150 FTG 2E3T PE 0.0 23A 29.0 0.0 23.3 0.0 0.014 TL 184.00 PV 0.1 Pipe: 25 -7.3 1.398 PL 8.00 PF 0.1 23 29.0 0.0 25.2 0.0 1.5 150 FTG E PE 3.7 32 37.5 0.0 21.5 0.0 0.003 TL 16.00 PV 0.0 Pipe: 26 2.9 1.398 PL 8.00 PF 0.0 22 29.0 0.0 26.0 0.0 0.6 150 FTG E PE 3.7 31 37.5 0.0 22.3 0.0 0.001 TL 16.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 10/07/93 JOB TITLE: 2 8R APARTMENT 2 FLOOR 4 HEAD GBR HEADS PIPE DATA ( cont . ) PIPE TAG o( GPM) DIA( IN) LENGTH PRESS. END ELEV. NOl. PT DISC. VEL( FPS ) HW( C ) (FT) SUM. NODES (FT) ( K ) ( PSI) ( GPM ) F.L .1FT ( PS I ) Pipe: 27 4.4 1.398 PL 8.00 PF 0.0 20 29.0 0.0 26.1 0.0 0.9 150 FTG E PE 3.7 30 37.5 0.0 22.4 0.0 0.001 TL 16.00 PV 0.0 Pipe: 28 3.3 0.874 PL 2.00 PF 0.1 30 37.5 0.0 22.4 0.0 1.7 150 FTG 2T PE 0.0 35 37.5 0.0 22.3 0.0 0.007 TL 8.00 PV 0.0 Pipe: 29 -0.5 0.874 PL 6.00 PF 0.0 33 37.5 0.0 22.3 0.0 0.2 150 FTG T PE 0.0 34 37.5 0.0 22.3 0.0 0.000 TL 9.00 PV 0.0 Pipe: 30 -1.3 0.874 PL 7.00 PF 0.0 34 37.5 0.0 22.3 0.0 0.7 150 FTG T PE 0.0 35 37.5 0.0 22.3 0.0 0.001 TL 10.00 PV 0.0 Pipe: 31 2.0 0.874 PL 8.00 PF 0.0 35 37.5 0.0 22.3 0.0 1.0 150 FTG T PE 0.0 36 37.5 0.0 22.3 0.0 0.003 TL 11.00 PV 0.0 Pipe: 32 1 .1 0.874 PL 8.00 PF 0.0 36 37.5 0.0 22.3 0.0 0.6 150 FTG T PE 0.0 37 37.5 0.0 22.3 0.0 0.001 TL 11.00 PV 0.0 Pipe: 33 0.6 0.874 PL 11 .00 PF 0.0 37 37.5 0.0 22.3 0.0 0.3 150 FTG T PE 0.0 38 37.5 0.0 22.3 0.0 0.000 TL 14.00 PV 0.0 Pipe: 34 0~3 0.874 PL 6.00 PF 0.0 38 37.5 0.0 22.3 0.0 0.2 150 FTG T PE 0.0 39 37.5 0.0 22.3 0.0 0.000 TL 9.00 PV 0.0 Pipe: 35 0.5 0.874 PL 82.00 PF 0.0 33 37.5 0.0 22.3 0.0 0.2 150 FTG 4E2T PE 0.0 61 37.5 0.0 22.3 0.0 0.000 TL 116.00 PV 0.0 Pipe: 36 0.8 0.874 PL 124.00 PF 0.1 34 37.5 0.0 22.3 0.0 0.5 150 FTG 2T PE 0.0 45 37.5 0.0 22.2 0.0 0.001 TL 130.00 PV 0.0 Pipe: 37 1.2 0.874 PL 124.00 PF 0.2 30 37.5 0.0 22.4 0.0 0.6 150 FTG 2E4T PE 0.0 44 37.5 0.0 22.2 0.0 0.001 TL 150.00 PV 0.0 Pipe: 38 0.8 0.874 PL 124.00 PF 0.1 36 37.5 0.0 22.3 0.0 0.4 150 FTG 2T PE 0.0 43 37.5 0.0 22.2 0.0 0.001 TL 130.00 PV 0.0 Pipe: 39 0.5 0.874 PL 84.00 PF 0.0 37 37.5 0.0 22.3 0.0 0.3 150 FTG 2T PE 0.0 41 37.5 0.0 22.3 0.0 0.000 TL 90.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 10/07/93 JOB TITLE: 2 BR APARTr1ENT 2 FLOOR 4 HEAD GBR HEADS . PIPE DATA (cont.) PIPE TAG Q( GPM ) DIA(IN) LENGTH PRESS. END ELEV. NOl. PT DISC. VEL(FPS) HW( C ) (FT) SUM. NODES (FT) ( K ) ( PS I ) ( Gpt.1 ) F .L .1FT ( PSI) Pipe: 40 0.3 0.874 PL 92.00 PF 0.0 38 37.5 0.0 22.3 0.0 0.2 150 FTG 2E2T PE 0.0 40 37.5 0.0 22.3 0.0 0.000 TL 112.00 PV 0.0 Pipe: 41 0.3 0.874 PL 84.00 PF 0.0 39 37.5 0.0 22.3 0.0 0.2 150 FTG ET PE 0.0 40 37.5 0.0 22.3 0.0 0.000 TL 94.00 PV 0.0 Pipe: 42 0.6 0.874 PL 11.00 PF 0.0 40 37.5 0.0 22.3 0.0 0.3 150 FTG 2T PE 0.0 41 37.5 0.0 22.3 0.0 0.000 TL 17.00 PV 0.0 Pipe: 43 1 . 1 0.874 PL 38.00 PF 0.1 41 37.5 0.0 22.3 0.0 0.6 150 FTG E2T PE 0.0 42 37.5 0.0 22.2 0.0 0.001 TL 51.00 PV 0.0 Pipe: 44 1.1 0.874 PL 3.00 PF 0.0 61 37.5 0.0 22.3 0.0 0.6 150 FTG 2T PE 0.0 62 37.5 0.0 22.3 0.0 0.001 TL 9.00 PV 0.0 Pipe: 45 -0.7 0.874 PL 40.00 PF 0.0 61 37.5 0.0 22.3 0.0 0.3 150 FTG E2T PE 0.0 31 37.5 0.0 22.3 0.0 0.000 TL 53.00 PV 0.0 Pipe: 46 2.2 0.874 PL 7.00 PF 0.0 31 37.5 0.0 22.3 0.0 1.2 150 FTG 2T PE 0.0 46 37.5 0.0 22.3 0.0 0.004 TL 13.00 PV 0.0 Pipe: 47 0.5 0.874 PL 64.00 PF 0.0 62 37.5 0.0 22.3 0.0 0.2 150 FTG 3E2T PE 0.0 48 37.5 0.0 22.3 0.0 0.000 TL 91.00 PV 0.0 Pipe: 48 0.6 0.874 PL 42.00 PF 0.0 62 37.5 0.0 22.3 0.0 0.3 150 FTG 2T PE 0.0 47 37.5 0.0 22.3 0.0 0.000 TL 48.00 PV 0.0 Pipe: 49 0.0 0.874 PL 8.00 PF 0.0 48 37.5 0.0 22.3 0.0 0.0 150 FTG T PE 0.0 47 37.5 0.0 22.3 0.0 0.000 TL 11.00 PV 0.0 Pipe: 50 0.2 0.874 PL 6.00 PF 0.0 47 37.5 0.0 22.3 0.0 0.1 150 FTG T PE 0.0 46 37.5 0.0 22.3 0.0 0.000 TL 9.00 PV 0.0 Pipe: 51 1.8 0.874 PL 8.00 PF 0.0 46 37.5 0.0 22.3 0.0 1.0 150 FTG T PE 0.0 45 37.5 0.0 22.2 0.0 0.003 TL 11.00 PV 0.0 Pipe: 52 1.3 0.874 PL 9.00 PF 0.0 45 37.5 0.0 22.2 0.0 0.7 150 FTG T PE 0.0 44 37.5 0.0 22.2 0.0 0.001 TL 12.00 PV 0.0 SPRINKLER SYSTH1 HYDRAULIC ANALYSIS Page 7 Date: 10/07/93 JOB TITLE: 2 BR APARTMENT 2 FLOOR 4 HEAD GBR HEADS . PIPE DATA ( cont . ) PIPE TAG o( GPM ) DIA( IN) LENGTH PRESS. END ELEV. NOl. PT DISC. VEL( FPS ) Ht..J( C) (FT) SUM. NODES (FT) ( K ) ( PS I ) ( GPM ) F.L.lFT ( PSI) Pipe: 53 0.1 0.874 PL 5.00 PF 0.0 44 37.5 0.0 22.2 0.0 0.0 150 FTG T PE 0.0 43 37.5 0.0 22.2 0.0 0.000 TL 8.00 PV 0.0 Pipe: 54 0.9 0.874 PL 6.00 PF 0.0 43 37.5 0.0 22.2 0.0 0.5 150 FTG T PE 0.0 42 37.5 0.0 22.2 0.0 0.001 TL 9.00 PV 0.0 Pipe: 55 0.4 0.874 PL 90.00 PF 0.0 48 37.5 0.0 22.3 0.0 0.2 150 FTG 3E2T PE 0.0 49 37.5 0.0 22.2 0.0 0.000 TL 117.00 PV 0.0 Pipe: 56 0.5 0.874 PL 70.00 PF 0.0 47 37.5 0.0 22.3 0.0 0.3 150 FTG 2T PE 0.0 49 37.5 0.0 22.2 0.0 0.000 TL 76.00 PV 0.0 Pipe: 57 0.5 0.874 PL 74.00 PF 0.0 46 37.5 0.0 22.3 0.0 0.3 150 FTG E2T PE 0.0 50 37.5 0.0 22.2 0.0 0.000 TL 87.00 PV 0.0 Pipe: 58 1.0 0.874 PL 2.00 PF 0.0 49 37.5 0.0 22.2 0.0 0.5 150 FTG T PE 0.0 50 37.5 0.0 22.2 0.0 0.001 TL 5.00 PV 0.0 Pipe: 59 1.4 0.874 PL 74.00 PF 0.1 45 37.5 0.0 22.2 0.0 0.7 150 FTG T PE 0.0 73 37.5 0.0 22.1 0.0 0.001 TL 77.00 PV 0.0 Pipe: 60 1."4 0.874 PL 75.00 PF 0.1 73 37.5 0.0 22.1 0.0 0.7 150 FTG T PE 0.0 52 37.5 0.0 22.0 0.0 0.001 TL 78.00 PV 0.0 Pipe: 61 2.4 0.874 PL 131.00 PF 0.7 44 37.5 0.0 22.2 0.0 1.3 150 FTG 4E2T PE 0.0 32 37.5 0.0 21.5 0.0 0.004 TL 165.00 PV 0.0 Pipe: 62 -4.9 0.874 PL 24.00 PF 0.4 32 37.5 0.0 21.5 0.0 2.6 150 FTG T PE 0.0 53 37.5 0.0 21.9 0.0 0.016 TL 27.00 PV 0.0 Pipe: 63 1.5 0.874 PL 1.00 PF 0.0 50 37.5 0.0 22.2 0.0 0.8 150 FTG T PE 0.0 70 37.5 0.0 22.2 0.0 0.002 TL 4.00 PV 0.0 Pipe: 64 1.5 0.874 PL 8.00 PF 0.0 70 37.5 0.0 22.2 0.0 0.8 150 FTG T PE 0.0 71 37.5 0.0 22.2 0.0 0.002 TL 11.00 PV 0.0 Pipe: 65 1.5 0.874 PL 8.00 PF 0.0 71 37.5 0.0 22.2 0.0 0.8 150 FTG T PE 0.0 72 37.5 0.0 22.2 0.0 0.002 TL 11.00 PV 0.0 . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 10/07/93 JOB TITLE: 2 BR APARTMENT 2 FLOOR 4 HEAD GBR HEADS PIPE DATA ( cont . ) PIPE TAG o( GPt1 ) DIA( IN) LENGTH PRESS. END ELEV. NOl. PT DISC. VEL( FPS ) Hl.J( C ) (FT) SUt1. NODES (FT) ( K ) ( PS I ) ( GPM ) F.L./FT ( PS I ) Pipe: 66 1.5 0.874 PL 67.00 PF 0.2 72 37.5 0.0 22.2 0.0 0.8 150 FTG 4E2T PE 0.0 51 37.5 0.0 22.0 0.0 0.002 TL 101.00 PV 0.0 Pipe: 67 2.0 0.874 PL 34.00 PF 0.1 42 37.5 0.0 22.2 0.0 1 .1 150 FTG 2E PE 0.0 60 37.5 0.0 22.1 0.0 0.003 TL 48.00 PV 0.0 Pipe: 68 0.9 0.874 PL 128.00 PF 0.1 60 37.5 0.0 22.1 0.0 0.5 150 FTG ET PE 0.0 54 37.5 0.0 22.0 0.0 0.001 TL 138.00 PV 0.0 Pipe: 69 1.2 0.874 PL 42.00 PF 0.1 60 37.5 0.0 22.1 0.0 0.6 150 FTG ET PE 0.0 59 37.5 0.0 22.0 0.0 0.001 TL 52.00 PV 0.0 Pipe: 70 0.7 0.874 PL 7.00 PF 0.0 59 37.5 0.0 22.0 0.0 0.4 150 FTG T PE 0.0 58 37.5 0.0 22.0 0.0 0.000 TL 10.00 PV 0.0 Pipe: 71 0.5 0.874 PL 36.00 PF 0.0 59 37.5 0.0 22.0 0.0 0.3 150 FTG T PE 0.0 75 37.5 0.0 22.0 0.0 0.000 TL 39.00 PV 0.0 Pipe: 72 0.5 0.874 PL 1.00 PF 0.0 75 37.5 0.0 22.0 0.0 0.3 150 FTG T PE 0.0 76 37.5 0.0 22.0 0.0 0.000 TL 4.00 PV 0.0 Pipe: 73 0.0 0.874 PL 3.00 PF 0.0 76 37.5 0.0 22.0 0.0 0.0 150 FTG T PE 0.0 77 37.5 0.0 22.0 0.0 0.000 TL 6.00 PV 0.0 Pipe: 74 0.5 0.874 PL 48.00 PF 0.0 76 37.5 0.0 22.0 0.0 0.3 150 FTG T PE 0.0 55 37.5 0.0 22.0 0.0 0.000 TL 51.00 PV 0.0 Pipe: 75 0.3 0.8.74 PL 34.00 PF 0.0 58 37.5 0.0 22.0 0.0 0.2 150 FTG 2T PE 0.0 78 37.5 0.0 22.0 0.0 0.000 TL 40.00 PV 0.0 Pipe: 76 0.3 0.874 PL 51.00 PF 0.0 78 37.5 0.0 22.0 0.0 0.2 150 FTG 2ET PE 0.0 56 37.5 0.0 22.0 0.0 0.000 TL 68.00 PV 0.0 Pipe: 77 0.3 0.874 PL 55.00 PF 0.0 58 37.5 0.0 22.0 0.0 0.2 150 FTG ET PE 0.0 79 37.5 0.0 22.0 0.0 0.000 TL 65.00 PV 0.0 Pipe: 78 0.3 0.874 PL 36.00 PF 0.0 79 37.5 0.0 22.0 0.0 0.2 150 FTG 2T PE 0.0 57 37.5 0.0 22.0 0.0 0.000 TL 42.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 . Date: 10/07/93 JOB TITLE: 2 BR APARTMENT 2 FLOOR 4 HEAD GBR HEADS . PIPE DATA ( cont . ) PIPE TAG Q( GPM ) DIA( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL( FPS ) HW( C ) (FT) SUM. t~ODES (FT) (K) ( PS I ) ( GPM ) F.L./FT ( PS I ) Pipe: 79 1.5 0.874 PL 6.00 PF 0.0 51 37.5 0.0 22.0 0.0 0.8 150 FTG T PE 0.0 52 37.5 0.0 22.0 0.0 0.002 TL 9.00 PV 0.0 Pipe: 80 2.9 0.874 PL 7.00 PF 0.1 52 37.5 0.0 22.0 0.0 1.5 150 FTG T PE 0.0 53 37.5 0.0 21.9 0.0 0.006 TL 10.00 PV 0.0 Pipe: 81 -2.0 0.874 PL 8.00 PF 0.0 53 37.5 0.0 21.9 0.0 1.1 150 FTG T PE 0.0 54 37.5 0.0 22.0 0.0 0.003 TL 11.00 PV 0.0 Pipe: 82 -1.2 0.874 PL 8.00 PF 0.0 54 37.5 0.0 22.0 0.0 0.6 150 FTG T PE 0.0 55 37.5 0.0 22.0 0.0 0.001 TL 11.00 PV 0.0 Pipe: 83 -0.7 0.874 PL 11.00 PF 0.0 55 37.5 0.0 22.0 0.0 0.4 150 FTG T PE 0.0 56 37.5 0.0 22.0 0.0 0.000 TL 14.00 PV 0.0 Pipe: 84 -0.3 0.874 PL 5.00 PF 0.0 56 37.5 0.0 22.0 0.0 0.2 150 FTG T PE 0.0 57 37.5 0.0 22.0 0.0 0.000 TL 8.00 PV 0.0 Pipe: 85 0.0 0.874 PL 3.00 PF 0.0 56 37.5 0.0 22.0 0.0 0.0 150 FTG 2T PE 0.0 80 37.5 0.0 22.0 0.0 0.000 TL 9.00 PV 0.0 Pipe: 86 0.0 0.874 PL 14.00 PF 0.0 80 37.5 0.0 22.0 0.0 0.0 150 FTG T PE 0.0 81 37.5 0.0 22.0 0.0 0.000 TL 17.00 PV 0.0 Pipe: 87 0.0 0.874 PL 8.00 PF 0.0 55 37.5 0.0 22.0 0.0 0.0 150 FTG T PE 0.0 82 37.5 0.0 22.0 0.0 0.000 TL 11.00 PV 0.0 Pipe: 88 0.0 0.874 PL 17.00 PF 0.0 82 37.5 0.0 22.0 0.0 0.0 150 FTG 3ET PE 0.0 83 37.5 0.0 22.0 0.0 0.000 TL 41.00 PV 0.0 Pipe: 89 -36.7 1.398 PL 8.00 PF 1.8 23A 29.0 0.0 23.3 0.0 7.7 150 FTG E2T PE 0.0 23 29.0 0.0 25.2 0.0 0.065 TL 28.00 PV 0.4 Pipe: 90 52.4 1.398 PL 31.00 PF 6.2 23A 29.0 0.0 23.3 0.0 11.0 150 FTG 3T PE 0.0 84 29.0 0.0 17.1 0.0 0.126 TL 49.00 PV 0.8 Pipe: 91 25.4 0.874 PL 20.00 PF 7.5 84 29.0 0.0 17.1 0.0 13.6 150 FTG T PE 0.0 85 29.0 4.3 9.7 13.4 0.325 TL 23.00 PV 1.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 , Date: 10/07/93 JOB TITLE: 2 BR APARH1ENT 2 FLOOR 4 HEAD GBR HEADS PIPE DATA (cont.) PIPE TAG Q( GPM) DIA( IN) LENGTH PRESS. END ELEV. NOl. PT DISC. VEL( FPS) H~J( C ) (FT) SUM. NODES (FT) ( K ) ( PSI) ( GPM ) F.L./FT ( PSI) Pipe: 92 12.0 0.874 PL 13.00 PF 1 .9 85 29.0 4.3 9.7 13.4 6.4 150 FTG ET PE 0.0 86 29.0 4.3 7.8 12.0 0.081 TL 23.00 PV 0.3 Pipe: 93 27.0 1.398 PL 10.00 PF 0.4 84 29.0 0.0 17.1 0.0 5.6 150 FTG PE 0.0 87 29.0 0.0 16.8 0.0 0.037 TL 10.00 PV 0.2 Pipe: 94 27.0 0.874 PL 14.00 PF 6.2 87 29.0 0.0 16.8 0.0 14.5 150 FTG T PE 0.0 88 29.0 4.3 10.6 14.0 0.366 TL 17.00 PV 1.4 Pipe: 95 13.1 0.874 PL 14.00 PF 1.3 88 29.0 4.3 10.6 14.0 7.0 150 FTG PE 0.0 89 29.0 4.3 9.2 13.1 0.095 TL 14.00 PV 0.3 NOTES: (1) Calculations were performed by the HASS 5.7.0 computer Pl"Ogl' am under license no. 007C544 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maXlmum imbalance at any node of 0.143 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 14.5 ft/sec at pipe 94. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: C Diameter ( in) MATERIAL: XL HWC: 120 Equivalent Fitting E T L C Ell Tee LngEll ChkVlv Lengths in Feet B G A BfyVlv GatVlv AlmChk D DPVlv 2.154 5.00 10.00 3.00 11.00 6.00 1.00 17.00 PAGE: D MATERIAL: DIRN52 H~K: 140 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G Ell Tee LngEll ChkVlv BfyVlv GatVlv 4.100 13.00 27.00 8.00 29.00 16.00 3.00 6.280 19.00 40.00 12.00 43.00 13.00 4.00 23.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 , Date: 10/07/93 JOB TITLE: 2 BR APARTMENT 2 FLOOR 4 HEAD GBR HEADS PAGE: E Diameter (in) 0.874 1.398 PAGE: F Diameter ( in) 3.356 t-1ATERIAL: CPVC . HWC: 150 Equivalent Fitting Lengths in Feet E T L C F G S B Ell Tee TonRUN COUPLG 45 GatVlv Sl.J BFLYVL 7.00 3.00 1.00 1.00 1.00 1.00 5.00 6.00 8.00 6.00 1.00 1.00 1.00 1.00 7.00 6.00 t1ATERIAL: FLW795 Hl>JC: 120 Equivalent Fitting Lengths in Feet E T L C B G A D Ell Tee L CHK BFLYVL GA-VA ALRt-1VL DRYVLV 7.00 15.00 5.00 16.00 10.00 1.00 17.00 29.00 . ._""........r. :::>T::> I ~M HYDRAULIC ANALYSIS Page 12 uate: 10/07/93 JOB TITLE: 2 BR APARTMENT 2 FLOOR 4 HEAD GBR HEADS WATER SUPPLY CURVE 120+ I I I I I I 110+ 100+ I I I I I I 90*"0"""""" : """""""" : """""""" : """""""" P 80+ """""""" R """""""" E """""""" S """""""" S 70+ 70.0 psi @ 1000 gpm-> * U Flow Test Point R E 60+ ( P S X I 50+ ) 40+ I I I I I I 30+ I I I I :============================== 20+ LEGEND X = Required Water Supply 51.42 psi @ 152.4 gpm 10+ o = Available Water Supply 89.38 psi @ 152.4 gpm II 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOl>J (GPM) , I - " ,,' F1/,E COMMENTS SITt<: AJ)\)\U:ss: 1M ~4Jb.-hfiM-J).~N). APe.N" 93/!?66 9 !?1 OWNER: ,dI-. f}w LJ C~O.PLANS CONSTRUCTION TYPE: SQ. Fr.: OCc. LOAD VALUATION: PLAN CK. BLDG. SRCHG. FEES PAID: PLOG. MECIL OTHER l>An: HATE API'. WI NOT ROlrrING: SET # SENT RETURNED API'. COMMENTS Al'P. REVIEWER * . BUILDING rszJ /0//1 V D~ - PLANNING D - ENGINEERING D - ~ WAn:R ~ :k .t./ ~ - I<1RE ~ ~ I tJ. .; V \ - '1 TRAFFIC D '-- - . m:AI.TIl DI~PT. D - DATE COMMENTS ~ ,. F1/.E COMMENT.\' I srn: ADIlIU:SS: 700 (JA ~~.-. ~ API', NO. ~r/IfPL1 7$~i OWNJo:R: (I~t~ /7J~ NO. PLANS (~()NSTlH JCTION 1''1'1'1':: SV.I'T.: OCc. LOAJ) VALl 'ATlON: !'l.AN ('K. BLDG, SIU'IIG, FJo:Jo:S PAID: I'LB(;. MJo:C1L OTIIJo:R IMT": DAn: API'. WI NOT ROI ITIN(;: SKr/# SENT RJo:TllltNEO API', COMMENTS AI)):>>. REVIEWJo:R UI TII,D1N(; tB ':)/1/'11 ~/4 ~ C)~ - PLANNING 0 - ENGINEERING 0 - WATER 0 /J - ~ 1!gjqlf -Jf~ FIRJo: ~ V'" ./ - TRM'Jo'JC 0 - ImAI.TIIDEI'T, 0 ,.--- - / ./ J)",n: ('OM"'I":NTS ./' Jl1/1f'/ /I/''''UII & A.lAhA / /J ~ J_ J d //'~/ r "'" . ~ BRllMERTON BUIlDING DEPARTMENT Inspection Report Scope of won: signs Addretls: . 703 Callahan Owner: Cantebury Manor ContractOr: WG Clark Permit Numher: 15815 Pbone: Phone: . on ard/ COMMENTS: FOUNDATION laa:ment 6c:ab1e) FOOTINGS APPROVED: ~ ~4R COMMENTS: WAllS APPROVED: (lC: line uiNlDAdll uiml 10' APPROVED: ENDGYCODE COMPLIANCE COMMENTS: UNDER FLOOR/FOUNDATION INSUlATION APPROVED: WALL INSUlATION APPROVED: CEILING INSUlATION APPROVED: MECHANICAL ~ted hearth COMMENTS: GAS PIPING APPROVED: OTHER APPLIANCES APPROVED: FURNACE APPROVED: COMMENTS: PLUMBING GROUNDWORK APPROVED: PLUMBING ROUGH-IN APPROVED SBISIfI"BOCK COMMENTS: SHEETROCK APPROVED: PINAL aired COMMENTS: FINAL APPROVED: ::~.:::)))it'{)/:::t:::::::t:::i\t::::::::::fD:Dm~Dm: H:. ..,"Wii::ji=riiiif::::.:..:::/::..,...:.:t:.:.::::::....:.. ..:::.::.:... ... . H)::'. ......:. ... ...:<:,.:".::.:,:,.:::,.:::,.:,:.,.:.::,:':::};:::::,,::<: ,....H..............H.................,.[o~.,~:~~.~~D~lJilLcj:J_~iJJ.iNRrFMBN/1;;.... .'H ph . ....... NOTICE OF PERMIT REGUlATIONS This permit shall become null and void if the building or work authorized by this permit is not commenced within 180 days from the date of such permit, or if this building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see to it that the required inspections are made. The permit holder must notify the Building Official when ready for the inspections. Failure of the permit holder to notify the Building Official of required inspections may result in the stoppage of the work until such time that the permit holder can substantiate to the building official that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. e granting 0 . a permit dbes not presume to give authority to violate or cancel the provisions of any other or. la regulating construction or the performance of construction. Z.?\ ~ E:.0\ ~ 4- Date I certify I am exempt from the requirements of the state contractor's registration law, under Sec. 3, Chap. 126, laws of 1967. Signature Date Permit Number pcraziLdoc ~ . . B REM E R TON B U I L DIN G D E PAR T MEN T PER M I T A P P L I CAT ION --------------------------------------------------------------------- --------------------------------------------------------------------- Application Date Issue Date Assessor Acct # Site Location Owner - Last Name - Street - City - Phone Tenant's Name Agent's Name Architect's Name [ ] Building [ ] Mechanical [ ] Plumbing 08/12/1994 Application Number Permit Number 3966-003-001-1601 A_ JJ _PEc:?ject Group ~'7~'7 KEMLOCK 7d~ ~ CANTERBURY MANOR First ST PAULS 2797 HEMLOCK BREMERTON state WA Zip 98310 (206) 94AP07884 MI Phone(206) Phone(206) [ ] Grading [X] Sign [ ] Paving [ ] Move Building [ ] Burning [ ] Underground [ ] Mobile Home [ ] Land Clear [ ] Demolition --------------------------------------------------------------------- Building Contractor: Work will be completed by owner. Nature of Work: Three free standing signs (only one is over 6' tall) APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND AVAILABLE FOR INSPECTIONS. Sign Valuation $5000.00 --------------------------------------------------------------------- Council District 1 Census Tract Construction Sq Feet Inspections Type Required Residence [ ] Zoning Foundation [X] Business [ ] Type Framing [ ] Other [X] Insulation [ ] New [ ] Plumbing [ ] Repair [ ] Status Mechanical [ ] Remodel [ ] Code Wallboard [ ] Addition [ ] 35 Final [X] ~======================================================= ~~~~~ - APPLICANT: 0 OWNER ~ONTRAcrOR 0 OTHER: SITEADDRESS:~OD ~U\-~ -e:~\::.LC\"",,- ~~~T ~.....~.:,. OWNER: O-r ""e:,,\~ W~ ~ ~ &q-() ~ CONTRACfOR: WG- ~~ L..oN ~ '" , COUNTY ASSESSOR PARCEL #: ADDRESS: ADDRESS: CONTRACfOR LICENSE # CONTACfPERSON: ~"O'1 ~l-O~ EXPIRATION DATE: CONTACfPHONE# o SFR 0 DUPLEX ~IGN 0 DEMO 0NEW 0 REPAIR @MULTI-FAMILY 0 BUSINESS D OTHE~ D MOVE BLDG. D MOBILE D GRADING(yds): o REMODEL D ADDITION 0 OTHER: INTENDED USE:~\~ C~~ ZONING CLASSIFICATION: f'l\ F COUNCIL DISTRlcr:~ NATUREOFWORKPROPOSED:l~s,~,- ~ E:)<..\~\()~ l ~~\'--()\.~b- \~'~'E1Z ) 5>'<cli!" ~ S'-'.\}"-YT,<;:;Q Dw:" ~e<>_~~ ~",) SQUARE FOOTAGE: Dwelling: S OJ 00 D Garage: N "" Decks: ~ \"= '>" ~ 5" b() For Department Use Only :::::c:::::::';:"':'v.A.ttJ.Al1or;t::::::::::::::::::.:.. :':':':':'efAN':'itEVj. ........F.EE:.:.:.:.: ::t::::r::tt~lritMntl$St:@f:::::{ :;:::lfl:Sw<malrms.tt::::r:: :::::::ml:fm:trQ'tACl$~::~~t~t~~::: .... . . . -... :::::;::::..<..::. .::.c::.... ...:.E-W::...... .'::=:::=:: {::~}~:~:t::::: ..... ::..:..::::: ..-:._ .-..:;::~:#:.{:?::: $ $ $ ENERGY: $50.00 $ STATE: $4.50 Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. and plans and other data submitted for review may thereafter be returned to the applicant or desuoyed by the building official. The building official may extend the time for aaion by the applicant for a period not exceeding 180 days on request by the applicant showing that circumstances beyond the control of the applicant have prevented aaion from being taken. No application shall be enended more than once. In order to renew action on an application after expiration. the applicant shall resubmit plans and pay a new plan review fee. APPLICANT'S SIGNATURE: rmation is correct to the best of my knowledge. - J ,~~ DATE: \ 7- ~c..-- q ~ o W.G. CLARK CONSTRUCTION CO. 408 Aurora Avenue North " SEATTLE, WASHINGTON 98109 Phone 624.5244 TO C \\'1 D ~ <\S'~e2:\l) ~ V~~\~'-- O\I,.)\.'::.\D~ WE ARE SENDING YOU ~AttaChed D Under separate cover via > );1' Shop drawings ~Copy of letter D Prints D Change order D Plans D DJEuu[OO @[f uOO~~~[f0[]Duu~[L s.. y~~\~ IDO JOB NO. 2.3 ",,\1- D Samples the following items: D Specifications DESCRIPTION s v..~ S& COPIES DATE NO. '2 > THESE ARE TjjANSMITIED \z1" jbr approval \( ~r your use "if As requested as checked below: D Approved as submitted D Approved as noted D Returned for corrections D For review and comment D D Resubmit_copies for approval D Submit_copies for distribution D Return_corrected prints D FOR BIDS DUE 19 REMARKS \=C.~E D PRINTS RETURNED AFTER LOAN TO US ~e \E L... ") COPY TO -=S-e-F~ J -=s-~ I PRODUCT 140 fNE:BSf Ioc;, Groton, Moss. 01471 If enclosures liTe not as noted, kindly notify us lit once. SIGNED: \I~ ~ a~~LOlL. 4jw~- " NaG. CLARK - ---.--' .- -- ...,,-- - -- :ONSTRUCTlON co. ~ ~ ..... ,~ 1, r AX 1 R^N~;Mll TAL ~ fV '~J'~LL" ('-00J 0S? , j~'t 0ATE.;_ \ 2 1\ C ~_._ :i 4:.. 11ME; , ~{/;., Ll. .' ..-" ,~ .~ '\.. ,... ",.2...", ~... ,..,', oG \..,,.~~-E'Q.;,'~":> TO...~-L~~ '-' .t' ~ _ C;""'~y .. t AA. ti' -A . 7 b ~ " . ; r ~~.....:....~ ... _~.c_=. - _ ATTN~. ~~ ' ~ RE:_->\ ~{_" t->~ \.I!(.", . (,J, " ~~~. . L ll,,<:t~ '~JI \.-, =~....,....,. . ~ . ,. ^ ~_, \' ;1.' 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R If' 1'1 F !'l l' ...-'<:':i:mi t tf'P.C:c J~ 0-/ ,:~ ~ (j :'; (i ~ b -t: j~ ~1 e ~-: L ~~ ;,r, i Ii <J j/'ee 3 /. :1, I!'J J/ T~i'y L .; ,: 1"'.1'1.,1 ti 11 'c t::l 'l 'i ,,' Au.:;; 1:2. J ~":;! 1'1 an I,:b.ec).: roees P...nwurd I,., '. '.; ~ 4~~Sa $ 40,jG .. _.......~. - <. . .... _ _-0..... _." s 4 S c t;\~: {:. t~ '. ~' :1 ~~. "." " ~ t .:! I" + I \.:::~ n P 3.Yj1lo:"I~ L nthLr; 1""12'.'.', ErlE t~g ~'( f~b.:l~' ;;.:~; ;.: i.~ 3 t. t~ S / (' (' < ...~ 2:;- --,'! ~) j, 'f '''\. ~l t 'F e l; S ;\:lir;'.\!,';: P,:U,i t'i:J.-,r J'3yrn,.')". Ba 1 ~:1D '':\: J I.IF:; ',-'It \.1 t / 1 ~~ I ] :..~ l-=-.~,~ 2"'r'~j. #!"}It[~r"}i.:'~'l. ," ,-: !~ l' ,I J ~: (I :::: ~..t . {) f~: ::;') ~ "'J , S \~) , ~, .. "\ . L' . t: ... 1::" r,r'. . - .. \_' f" ,', ... M fi' ,.., .11 ~J N '" ~~ T. L f 1'4 .: n l~ (, , f;' T r.-i E i'l '1' fl- ' . "- J ~. f' ;'\ R.~ECr..; I f''f :;i D ::'7', ',:6 " 'n-, :J . ., :'~ ~4.., .1), I", 1111 c .... " , ,', r: 1 c- ., ..{ , - ,- l. '- L"':"- ,- v 1~fl:';:1iLll' Ft?~_~"1 1.1. t.' '. ," " 4'. -," . "' . '.. \. ,in f:.:? -::;~ 2. .t U O.l. '.':.1\1'::! F<.:'c'~-' ~ _~ltl :.~~ Ft-1(~.J " ,; -,' '/ ;~f..;c:i"~~c:-d, FI:crd~ w. '. 1 : ~.1~. L ':]:::, I j: -, J~,rUL<[i" PdJ I~~. :~ '"'I :' . I:) ~) ~ " "\'" , .' , ',I:; r<} ur, :lH>.: K :;'E-e,' ~ t:- , GC! ~ .,. -. - - ..- - - "'- - - ... - - - _. - ~ .. ') .J :.: , t~ L\ "-.... .: ',~ -. ", ('., . (;~:nj r:~t Y:f1(')l~: ;~ll. 1! e1- t: ,,..' 1";,1\-0-; J} Clldi ,~<;" ;:.~ t \"i t t~ ':3 ,/ ~.~, ,~, ') : 'I . .. _ ~ ._..l I '}1, _ -:-.. ~ ] 'F t:. _ ~ ':'.\ :'ji ',n; 1:: Pel L! rf-~ i;,~ P..)"./~prn',+ }";:J ~, l.j t ~ C '""") 1-.~ \.~ r-'" ~ .. ~, l~ :"::' ,,:.;,./ J ,}. "F'r) ~ ~ fj :J,;\ F ',~ t/ ~, ".. l\l1k<~~ \: P 3:, :-: '" ,IV; ~! . -",,~, <:() ~ . ~'... " 1 ').. .- ..-l.- -\,,- ..' "I ,,.; ,_, . r: I~' 4- ,; ._ f; . 'j',-' CITY OF BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION DATE: 8-17 - , 199 4 TO BE COMPLETED BY 8--:25- , 1994 Canterbury Manor Ot-mER owner CONTRACTOR 703 Callahan LOCATION OF JOB FOR 3 signs ENGINEERING COMMENTS/REVIEWED BY WL A./ e&i/ Btf. ~Z >/~?'-r11J $#[J~/I'Vt/ 6'/iL'I L (;) eft TjiJrJ t"Jr . 5/6 J1/ j Rib '-/T or:- (' d tJ w, ;.J;..> - 7'o/eM A.J(!'T / AJ j>t/ ilL it..- tt/~ u~ ~-( ( 1kbh~ ~ ~ 1'-27- 9+ .~ .<:J~Ai 's I.I)IIL II)/") I 8B /!J IRE' /< - 0 .... W c;J-z-/frNO (-AHW/~ B REM E R"T 0 N B U I L DIN G D E PAR T MEN T PERM I T A P P L I CAT ION- ===================================================================== Application Date 08/12/1994 Application Number Issue Date Permit Number ~ssessor Acct # 3966-003-001-1601 /1- project Group Site Location J7~; :IEl11601C 7~ft,~_lUr4-.....-~ Owner - Las t Name..-CAN-'l'ERBtlRY'""'M~6R ctzn U-/Fi~ rsl ST PAULS - Street 2797 HEMLOCK - City BREMERTON - Phone (206) Tenant's Name Agent's-Name Architect's Name [ ] Building [ ] Mechanical [ ] Plumbing 94AP07884 MI State WA Zip 98310 Phone(206) Phone(206) [ ] Grading , [ ] Move Building [ ] Mobile Home [x] [ ] [ ] Sign Burning Land Clear [ ] [ ] [ ] Paving Underground Demolition f......,.,..:. . Building Contractor: Work will be completed by owner. Nature of Work: Three free standing signs (only one is over 6' tall) APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND AVAILABLE FOR INSPECTIONS. Sign Valuation $5000.00 --------------------------------------------------------------------- - - Council District 1 Census Tract Construction Sq Feet Inspections Type Required Residence [ ] Zoning Foundation [X] Business [ ] Type Framing [ ] Other [X] Insulation [ ] New [ ] Plumbing [] Repair [ ] Status Mechanical [ ] Remodel [ ] Code Wallboard [ ] Addition [ , 35 Final [X] J --------------------------------------------------------------------- --------------------------------------------------------------------- iff fIQ.,/ ~ Q,. '\ o ~ \\'.1 1'~~m':;"~F;""\~:,:,>:"'W~~~"~~!.~~...*t!.,t\~,,....,.w..,,..,.~\'';;:''i..~,-'''"''':\~-X-:'~w.'\.u....~ttil..';'-nL',~\'i-' J , o EPAAiMENT OF LABOR AND INDUSTRIES THIS CERl'J:IES THAT 1 HE PERSON N~ HeREON IS REGISTERED A8 PROVIDED BY LAW AS A F . I CtlNBt'ON'i,i'~ '~QENER ~L . l;d' '1 i'" q~BlAA~ N,U"Iata .~(tk(;p' ,";..' C*370NO ~~1~"":",} I~, ~C'TIVE I)ATE '..... '... , , "'r:~~~ ~ ,. . ;. ~li"'; t",;, 0 " .It....: ~~~-g\~~AR$4 :1'\!~" ,ON,L to. ,;,: 'rf; . ,)! r ,-tOS l AO~ Ol:t. ' .~~f.\~ . .~. .,~ ,,"'tJo..t 'I ' STATE OF WASH1NGTON ~ J '~ "'.l .~,~. , WA 9Bl09 ~ ~l\5i'~~~~\\~~~,-(\,,.....V'o.y.;,....~,\~\~,,,-_. " r &354$! <<JII j 3.W' ~ L DRlACII TO rHSPU\Y GE~IFICAT€ . t LuG c'LAC ~ 3 7~ ;vO -~ .' . \ ,~ ~ . "~ B REM E R TON B U I L DIN G D E PAR T MEN T PER M I T "A P P L I CAT ION ~-------------------------------------------------------------------- --------------------------------------------------------------------- Application Date Issue Date Assessor Acct # Site Location Owner - Last Name - Street - City - Phone Tenant's Name Agent's Name Architect's Name [ ] Building [ ] Mechanical [ ] Plumbing 08/12/1994 Application Number 94AP07884 Permit Number Project Group 3966-003-001-1601 2797 HEMLOCK CANTERBURY MANOR 2797 HEMLOCK BREMERTON (206) First ST PAULS MI State WA Zip 98310 Phone(206) Phone(206) [ ] Grading [ ] Move Building [ ] Mobile Home [X] [ ] [ ] Sign Burning Land Clear [ ] Paving [ ] Underground [ ] Demolition Building Contractor: Work will be completed by owner. . Nature of Work: Three free standing signs (only one is over 6' tall) APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND AVAILABLE FOR INSPECTIONS. Premis id t'r' . I e en I IcatlOn required to Life ~ 1 ~fO 'Me i"i;~( ~":rm"~. Sign Valuation $5000.00 (. Council District 1 Census Tract Construction Type Sq Feet Inspections Required [ ] Zoning Foundation [X] [ ] Type Framing [] [X] Insulation [ ] [ ] Plumbing [] [ ] status Mech1nical [ ] [ ] Code -;./D: Wallboard [ ] [ ] 3ifJ'Ll@ Final [X] ~~\~~===================================~~d~~::~~~====== ~ ~~~~ '!Va IJEP. ON ',4/)"'.1,.. .,(ftf.. Residence Business Other New Repair Remodel Addition ~f: B REM E R TON B U I L DIN G D E PAR T MEN T PER M I T A P P L I CAT ION --------------------------------------------------------------------- --------------------------------------------------------------------- Application Date Issue Date Assessor Acct #' Site Location Owner - Last Name - Street - City - Phone Tenant's Name Agent's Name Architect's Name [ ] Building [ ] Mechanical [ ] Plumbing 08/12/1994 Application Number 94AP07884 Permit Number 3966-003-001-1601 /1_ ~J _PE~ject Group 21~1 HEMLOC~ 7d~ ~ CANTERBURY MANOR First ST PAULS MI 2797 HEMLOCK BREMERTON State WA Zip 98310 (206) Phone(206) Phone(206) [ ] Grading [ ] Move Building [ ] Mobile Home [X] Sign [ ] Burning [ ] Land Clear [ ] Paving [ ] Underground [ ] Demolition Building Contractor: Work will be completed by owner. Nature of Work: Three free standing signs (only one is over 6' tall) APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND AVAILABLE FOR INSPECTIONS. Sign Valuation $5000.00 Council District 1 Census Tract Construction Type Sq Feet Inspections Required Residence [ ] Business [] Other [X] New [ ] Repair [] Remodel [] Addition [] 35 Foundation [X] Framing [] Insulation [ ] Plumbing [] Mechanical [ ] Wallboard [] Final [X] Zoning Type Status Code ~ ~-rc ~ 11l9~ >1r.~ ~~ ~(jX ~vtu . . "i/' ~~~.f/ W.G. CLARK CONSTRUCTION CO. 408 Aurora Avenue North SEATTLE, WASHINGTON 98109 OJE1T1T[EOO @[f 1TOO~~~rF:?JD1T1T~[L Phone 624.5244 L~7 '. TO ba.-E ME 12-\D ~ 'p~ 0'\= (-D~~""'" \..) "'r av~O('~~ RE: > WE ARE SENDING YOU ~ttaChed 0 Under separate cover via ~hOP drawings ~ints 0 Plans ~opy of letter 0 Change order 0 the following items: o Samples o Specifications COPIES DATE DESCRIPTION 3 ~~ .s. \> S 7 ~ s- c..\,\ THESE ARE T~NSMITTED as d ~ approval ~For your use o As requested ~or review and comment checked below: > o Approved as submitted o Approved as noted o Returned for corrections o Resubmit_copies for approval o Submit_copies for distribution o Return_corrected prints o o FOR BIDS DUE 19 o PRINTS RETURNED AFTER LOAN TO US REMARKS ~ ~~,^'E c:.,.~ S~-=-~"' ~)~ -Pr- '-- ~ p (L() P 'L-\~ 'P-hr~ -f\N n I \( ~s.~ EN'~'~Wi~ @~~ SEP 2 6 1994 BRFNH PTON R/1l1 nl~JG DfPARTMEN1 COPY TO SIGNE~O: \~'- ell If enclosures are not as noted, kindly notify us at once. PRQDUCT 240 - (NifliS! Inc., G_, M", OWl B REM E R TON 00:~D I N G D E PAR T MEN T PER M I T A P P L I CAT ION --------------------------------------------------------------------- --------------------------------------------------------------------- Work will be completed by owner. Application Date 08/12/1994 Issue Date Assessor Acct # Site Location Owner - Last Name - Street - City - Phone Tenant's Name Agent's Name Architect's Name [ ] Building [ ] Grading [X] Sign [ ] Paving [ ] Mechanical [] Move Building [] Burning [ ] Underground [ ] Plumbing [ ] Mobile Home [] Land Clear [] Demolition ::::::::-::::::::::~------~--;~~-~~ ~~lcr~~ Nature of Work: ~ ~~, . Three free standing signs (only one is over 6' tall). ~ ~ APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND ~ 1~f>~"1Z> AVAILABLE FOR INSPECTIONS. ~ l~ ~v-u- ~~~/,J~~~ ~~. . ~ #/~M Application Number Permit Number 3966-003-001-1601 /1_ ~l_ PE~ject Group 21~1 HEMLOCK 7d~ ~ CANTERBURY MANOR First ST PAULS 2797 HEMLOCK BREMERTON (206) 94AP07884 MI State WA Zip 98310 Phone(206) Phone(206) Sign Valuation $5000.00 Council District 1 Census Tract Construction Sq Feet Inspections Type Required Residence [ ] Zoning Foundation [X] Business [ ] __651_ Framing [ ] Other [X] Insulation [ ] New [ ] Plumbing [ ] Repair [ ] Status Mechanical [ ] Remodel [ ] Code Wallboard [ ] Addition [ ] 35 Final [X] ==~================================================================ ~ "\D\ q'-\ ~\\ M-E-M-Q-R-A-N-D-U-M It! I!@ Ill! r~, A'l .I {,!:,;:<, 'iuS.2 I..i:;; .: ,f\/ B 70 "li.'; B Ill(, ,o,<t~' r/11.o1fl/C r:1:h>fl)f/J 'EPt;1( '1/'::'11/) ~ 'jj I AUGUST 18, 1994 TO: BONNIE KRAUSE FROM: DEREK SKANES , THREE FRESTANDING SIGNS SUBJ: BUILDING APPLICATION NUMBER: 94AP07884 SITE LOCATION: 703 CALLAHAN DRIVE TAX LOT NUMBER:3966-003-001-1601 OWNER: ST. PAULS CANTERBURY MANOR ~\5t'\ ~t- '00.. \oeo..W ~ld..e 1=>\.tbUL ~<~~ - 6~~ ~ CA.~\d A-. r'\ \ . ,~\L v-. ~ \,\-t -eS. '--'V'\\.-\" h ~\s . '-^-' :i\f\ COMPLETED LOGGED IN BY: ~ 4~~ 8-/7 -ef'4 DATE LOGGED OUT 3-?:Z~4 e.Zs- -9f t' ~ Pi f.' J.,' M F. F< 'f :, N " \"; .. I' ,. ,. ., '!.) L R M ..,.. I i~ [, i> l J j~.J .~- ~~. f' ; , 1 ~ 3. L t~ f.; ,"~ w,' J):.i h~ t).8~("'t:S:~{'" Ac~!...i.- } si It?- r~.').~ati en \)'..liH: t" - L83~, Na'llt'.' f1t ~..()~:. -~:J t '/ .... 1-' rl :,), " ~-, 'f'::1j '!IF: ';- NuIti< i',J ':'11 t ! S :'I.:hlli:, Ai. c!ill. t e .'~ t · s N :l)T".~ r i<:'.I.i 1 d.: u~; 1. H.;; :ii.an; ".;3.l r P J 'nn1' i',; } 1J t1:i I,; i Xl "J '.; :")1, t-, La'; ~,', 1. [) E P A IFj ,f" g ~) V E D AUG 1 7 1994 r. :l l~ (j .. l:" }' " 1 (: i". T :,: Q ~ i..J~PL, Oll-'ublic Works anl ". . .. " .. , _ '.. .".. . J.!.tilities. _ " - ,- .. ~. -- - - . - . " - - .. .. 'CitY bfBremerton f ~ ': " ~ ') ( l ~ ~ 0 ~ \..> --' I .l......_ ~ t ...... . hPf.,j i.,.'aticL JIlun.1.'i::l p ,.: t ,1I it !II (IInbe: t .~ \.'.:, Q - :) c,o, ., U fJ L - 1 G t'l .1 l:' l ;, ) e c t ,: [' (1 U 1.' .\.",~ "1.7'1- ;J..;"h- n~,~ ,4... ~/J .. ~ ~ -- - :n--"T--" *.. .1J U ,. . .-/c.ro.~~ _.." "'T'" ,;..." l '.-f. ' "1" ~ ....;. . ,'" '/ ,', l.r..N'1ERRURx MAN..'ft' FJu:." i~JT t-:'\.GL, ,,"j '::' HE}.1T./O(;V 041\FU'i ::f ,:" HI EREMEf<'rUN (,,. ,. l- . ..~, '-.. ~ \ .-, Zit' 'j '.' ,', 1.", ~'-iF. ". ;: (;. ~:) ~ Fb.JfJc: :: ',>S ~ f' h C}: 1'..' I,' (} f '. " (::- :1::11l..q M,','::.." U 1.11 l '.lJ ilq r.bi-J,t I E-' Hi,mc>, 1 J ! .... I ,I', I I ~';i::.n T-j U. t uj r, g I.dlld ~'~le'lt : 1.~3~1l il~ L 1 Qnch,.. ':~ t()11.~ I 1),::--01;; j it. -: . L, I , ,. ~~(; l~;7. \-jJ L 1 t t'l ,-~\.;){jr t f.1. ~:( .) ~WI~Cl- 1 N 3::' 1 r E-- s. f ~1, d: k : rrbl'f"f' it ,,~"" ;.:;rJII',ij,lJ,-,i ;'" '1'-).~' 'oni y ~I,;c~ ,I.~~ '..~/E:l ... , r I.all ArPR0VEU PLANS hUG SITE PLAN M0fT REMA:N eN ~;T~ ANL ^~~ITJ~r~J~E ]!C~ ~~~:~fIECT~0N~~ ~:.:'~. ":s 1:~ \,- a 1 :J at. i .J f'J. (0ln:i.i~i i fj'; St.'L~j ct ,...~ ') \-, ~ : t: r I..:,.'! ~. 'i ~: n TY,t;: (. P'(i':' ~,!eH:'e I B , l ~', J r ~ e S ~ r nLhf:) N::='ti T'.,,?f -':i j L r,:t?)rjl~(:e t {1 ,.! _Li ~ 1 ~'_I n L <' " ...'.1 c l i _ "-.4'_ _.... . -...... - _. .- - -_. ~~ - ... - /))tf};)J \ C\~ ,\\\9 \ ;;: :... :: D~' . ,'.; C: .L ;~... e n.~ u ~~' ~r t: .:~ ~~~f 1:-'.~_~~"t 1 G8r;.~~:~~. '.. '~~;3 F. ,:; :{ ,l'] j" L; ~l :-, 'I\! i c.:,; 1....{r,!-~" F : ) un d 1 ; _ : ,..) J ,.l'am~,l, Tn:-ul.-j t 1 :J.U i- F i 1..m;,_i [I.,:;. H1o-:;b3<i \ ''',1 j ( .. i,./-' I , ~ "~~ ;; r. I , ,- .i 1,:t...J,-" \'~0.:. 1 t.\ ,Ia.c..t Bl1 !.. a; I" t ;'. : i ~i :: ------- -'.-....-----.-.--------.!!--.-:~_ ---.-._ ___r__:_;.---_'_______.__._ _~____ _ _ __ B REM E R TON PER M I T B U I L DIN G D E PAR T MEN T --------------------------------------------------------------------- --------------------------------------------------------------------- Application Date Issue Date Assessor Acct # Site Location Owner - Last Name - Street - City - Phone Tenant's Name Agent's Name Architect's Name [ ] Building [ ] Mechanical [ ] Plumbing 08/12/1994 09/28/1994 3966-003-001-1601 703 CALLAHAN CANTERBURY MANOR 703 CALLAHAN BREMER TON (206) [ J Grading [ ] Move Building [ ] Mobile Home Application Number 94AP07884 Permit Number 15815 Project Group First ST PAULS MI State WA Zip 98310 Phone(206) Phone(206) . [X] [ ] [ ] Sign Burning Land Clear [ ] Paving [ ] Underground [ ] Demolition --------------------------------------------------------------------- Building Contractor: . t Contractor Street City Phone . ~epresentative State License # City License # W.G. CLARK CONSTRUCTION CO. 408 AURORA AVE NORTH SEATTLE (206) 628-3137 GREG WGCLAC*370NO State WA Zip 98104 Expiration Date 07/01/199)f~ Expiration Date .' Nature of Work: Three free standing signs (only one is over 6' tall) APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND AVAILABLE FOR INSPECTIONS. Sign Valuation $5000.00 Council District --------------------------------------------------------------------- Construction Type Residence Business Other New Repair Remodel 1 Census Tract Sq Feet Zoning Type GB Status Code Inspections Required Foundation Framing Insulation Plumbing Mechanical Wallboard [X] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [X] [ ] [ ] [ ] ----~~~~~~~~~-[ ~_J1__ _ __________________::________~~~~:______~~~__ :~~~~~~~_:~~- --- ~--- ------------_:::~:~:~_:~~------ _________n__ -~-T---------------h------------T--n----------- B REM E R TON B U I L DIN G D E PAR T MEN T CON D I T ION S o F PER M I T --------------------------------------------------------------------- --------------------------------------------------------------------- Application Number 94AP07884 Permit Number 15815 FIRE..... Premise identification required to UFC and BMC, 6"minimum. PLANNING. .... 1) Must be entirely on private property and a minimum of 10' from edge or roadway. 2) Must be located in landscape island equal to or greater in size than the sign. WATER.... . 1) Signs must be located outside public right of way to avoid conflicts with utilities. ~.I. ------------------------------------------------.--------------------- --------------------------------------~------------------------------ . FII.E COMMENTS srno: AOIllU:SS: C:<79 7 ~ A/>I'. NO. ~L//J~t7 7 J it/' , OWNJO:R: ~ J?/~ NO. Pl.ANS CON:o.TI{\lenON n'I'E: S(}. FT.: ()('(". LOAD V ALlIATION: I'lu\N 1'1\:, IILI)(;, SRCIIG. Ffo:E.'i PAID: 1'1.1)( ;. MJ<:C1L OTIIJ<:N. IMn: I>ATJ<: AI'I', WI NOT I{O\ iT1NG: SKrIl iM RJ<~n Il{NJ<:n Ai>l'. COMMJ<:NTS Al'l'. I{EV1EWJ<:N. [QJ tt{,,1 .,,/ -YN UI rll.DlN(; - PLANNIN(; [K] 9/:lCJ- V S7 - ~ (:;J 1t1 ~ ~~ -- J<:N(;INJ<:ERJNG -z;r:::: - WATEI{ [!J t/ V TT-- - ~h~ lo'JlU: ~ vY .,/ WlO - TMJ'J<'JC 0 - 1 IJ<:AI.TI I ml'T. 0 - . I>i\TJ<: (,OI\1M~:NTS 311~ HI: u..J..'-'\ ~ ....J ~ ~ A. ~A"~ J. J 0 / (j 'r ... .~ /, \~ B REM E R TON i I, -.-1..1 --t , . . I ., .." B 'lJ I L f) I N G P E R M I (. ..... Application Date Issue Date Assessor Acct # Site Location Owner - Last ~ame - st~eet ,- Ci ty - Phone 't'enant's Name Agent's Name Architect's Name [X) Bui.lding [ ] Mechanical [ ] Plumbing 07/09/1993 10/15/1993 3966-603-0 1-0009 700 CALLA At1 D'R ST PAULS EPISCOPAL 700 CA AHAN DR BREMER_ON (206) , ARTMEN'l' - - - - - - - - - - - - - - - - - - "',. - - - - - - -- - - - - - -- - _ _ _ _ _ _ _ _ _ _ _ _ -.. _ -- -- _ -. .- ..... -. - - - - ... - - . .. -- ... - -------------------------- -- -. - - - - - - - -...... .., ..- -- - - - - - - - - - - --.-- Application Number 93AP06723 Permit Number 14968 Project Group First RETIREMENT COMM HI , ~,,~ ~ ","' state WA Zip 98310 ....~r Pho:le(206) Phone(206) -.. INTEGRUS [ ] Grading [ ] Move Building [ ) Mobile HOT!le [ ] [ ] [ ] Sign Burning Land Clea~ l ] Paving [ ] Underground [ ] Demolition ...,. -----------------------------.-.---------------------------------------- Building Contractor: ,.. Contractor W.G. CLAR~ eONSTRUCTION CO. street 408 AURORA AVR NORTH City SEATTLE ,. Phone (206) 628-3137 Zip 98J04 state WA Representative GREG State License # WGCLAC*370NO Expiration Date 07/0J./1994 City License # Expiration Date Natule of Work: Construction of a new 76 unit retirem~nt housing project. APPROVED PLANS AND S;ITE PI.AN MUST REMAIN ON SITE AND AVAILABLE FORINSPEC~ION. " Building Valuation $4;iI)OOOO . 00 ---------------~-~-------_._----_._,._._.._-------------------------------- Council District 1 C~nsus 't'ract Construction Sq P'eet Inspections Type \ Required \ Residence [X] Zoning ~'dundation [X] Business [ ] 'rype Framing [X] Other [ ] Insulation [Xl New [X] Plumbinq (x] , Repair [ ] status Mechanical [X] Remodel [ ] Code Wallboard rX] Addition [ ] 3 Final [X] - - -.. - ..... - ...- - - - -. - - - - - - - - -. - ~- - - - - - - - -- - -.. -.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ..----- ----- _ . Appr~ved By: . . "-., -i5 loj ('1J...\ - - - - - - .- - - - - - - - - - - - - - - - - ~ - - ~ - - - _ _ _ '_ _ _L i _ L ",-,J ------.---------------------------- ----~------ --- -- B REM E R TON BUII,DING D E PAR T MEN T CON D I T ION S o F PER M I T -------------------------------~-_._---------------------------------- ... -- - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ ... .... _ _ _. _ _. _ _ _ _ __ "4 _ _ _ _ _ _ .... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ .... _ _ Application Number 93AP06723 Pet'roi t Number 14968 -------------------------------.-.------------------------------------- Engineeri~g-- A right-of-way permit will be requiced for any work in public right-of-way. No stormwater shalJ be allowed to drain onto adjacent public or private properties. Building--AII bedroom doors must be undercut 1" above finished floor to allow fresh air circulation. All trusses within 5 feet of eith~r side of 2 hour area separation wall shall be protected with 1 hour fire-resistive constr.uction. Separate permits required for fire sprinklers, fire a}arms, plumbing and mechanical. Exit lights and exit signs required, not shown on plan. \ , '\ , ",: ,/"",: { \~ : > Water--Ci ty for.ces wi 1J. install tbe 4'" fi~rr. ,I ine from I the contr::-ctor installed 4" gt.l,t~ valve to the,'e:r)d of , , . J\ the double check, detector, valve assembly. (~6TE: the plan shows a 6" gate valve in this location.) U D ~ U ~ D ~ n M OTT T T T'\ 'r ~f"" n D n ~ n m ~~ " M m ,f CON D I T ION 8 o F PER M I T -----------------~------------------------------------_._------------~ ---------------~----------------~.~-~~--------------------------------- Application Number 93AP06723\~~' Permit Number 149n8 . ----------------------------'-_._---------~-~------_.~--------------.---- / ", . . \. The 3" domestic service is to b~ ins~alled by City forces from contractor instz<i.led 4" ~ate val ve to the i I 3" 08 & Y gate val ve past/the metei:- in the vaul t. .,: The 2" irrigation meter is to be installed by City force;] f!:"om the 6" main. City fOrCp.8 will set aoeter. temporarily for the contractor to test the double check valve assembly. When positive results from a certified backflow tester are submitted, the 2u turbine meter w':'il be set permanently. city forces will do wet tap on water main in Callahan Drive and Hemlock st~eet. Contractor to supply and install cast iron tapping sleeve and tapping valve before city forces arrive. Supply backhoe and laborer to assist. Wet tap only cha~ge is $220.00 per. Please ~all 478-5318 for an estimate of costs for time and materials to install meters and ve.ult. This in an estimate only. The difference of actu~l cost will be billed or reimbursed. Fire--l. Knox box is required. 2. storz adapter required. B REM E R TON BUII,DING D E PAR T MEN T CON D I T ION S o F PER M I T -------------------------------.----------------------------------~--- ---------------------------------------- --_.---------------~----------- ...__~ 't .. Permit Number 14968 --------_._---------------------------""---------------------------------- 3. Flow and tamper switch requi~ed on sprinkler system. 4. Hood and duct extinguishing system required in central kitchen with Type I hood. Quencher OK (separate permit required for kitchen equipment), ~. =========~================~=~~=======~===~==~===~=~=====~======~===== .' \ ...... ............. .,..........:.. II..... DIN.... .......e Eft..... HI 1.1..:,...,JtP... P.~.:I..C. ..rr 0 .......... .......... .... .. .~. ,.:::::,"::".: ';-"=;';:;:.: ,". .' "'<:" '. ,':::: ':. :. . ::: '.- '. .:-. ", .::. - -:. :.:-. '. . . ... .. . . -. .,.... ' .. cum < G) . ... :. ..(.:.. ...... ..,..., ..1\. FAi(206}478-5278......':..'.. APPLICANT: DOWNER D CONTRACTOR ~ OTHER: Avd1ik+ ~~-3\O . SITEADDRESS:/OO (fi~~ ~.lMo..v~ {AJA VTAXACCOUNTNO. ~- ~\"<XiS 1 / I C/o ~ .t'~1'5 ~i~\ ct.,~ OWNER: . (' . ADDRESS:fCO C.a1L~ t1Yiv~ a~~l'" (JA ~€>SIO . 40'0 AVRJVC1 A./€-. / N.<='V~ ., CONTRACTOR:W.(.,. c~ (l~+''<M. Ca ADDRESS: "7-,~(q I^-'Pc O)f;\oO) / CONTRACTOR LICENSE # (JJ~L(Ac..;,+.. -=b70f.40 EXPIRATION DATE: f. I . ~4 CONTACfPERSON, c"4 CONTACfPHONE, ~-31~1 D SFR D DUPLEX D SIGN D DEMO fl] NEW D REPAIR D MULTI-FAMILY D BUSINESS ~ OTHER:~(V\\ D MOVE BLDG. D MOBILE D GRADING(yds): D REMODEL D ADDITION 0 OTHER: NATURE OF WORK PROPOSED: l/1A.-6woho.~ f 6\ IAt..l.V --r ~ - 1M ,t v',d'\~+ ~V\~t. SQUARE FOOTAGE: DweIling: rctJ/ r;;r::;2 ~arage: -----. Decks: ? I ~t..o ~:r . 7~ ~ Uu tJlI4 .:...,:......Y Al-UATl.ON.... '.... .,.. .:.:,PLANllliVIEW. FEE:',:.. .. :. .:".:PElU\1lTFEE".,...... .. SURCHARGES ... ........ . TOT AL FEES .. , ... .. $ $ $ ENERGY: $50.00 $ STATE: $4.50 Applications for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. No application shall be extended more than once. In order to renew action on an application after ~Plicanr shall resubmir plans and pay a new plan review fee. APPLlCANT'SSIGNATURE:~ ~ DATE: 7/"'>/0):'<:, , / ..- - CITY OF BREMERTON Gateway to the Olympics and Home of the Puget Sound Naval Shipyard America's Most Liveable City BUILDING DEPARTMENT August 18, 1993 Integrus Architects 1600 ExchangeBuilding 821 Second Avenue Seattle, W A 98104 ATTN: Greg Hough Greg: The following plan review comments were noted by the Building Department upon review of the proposed St. Paul's Canterbury Manor Independent Living Apartments: 1. Separate plumbing, mechanical, fire sprinkler and fire alarm permits required. No plans included in this plan set for plumbing or mechanical systems. 2. All dwelling units that are not Type "A" handicap accessible must be Type "B" (adaptable). For Type "A" units, stove controls must be located within reaching distance offront of stove, faucet levers must be within 17" of edge of counters. Grab bars shown in bathroom elevation drawings (Sheet AIO.I) do not comply with Washington State Barrier Free Standards. Grab bars must be installed at one side and at the back of the water closet and shall be parallel to the floor. See Section 3106(k) of WAC 51-20 for more details. Af~rA.-\.~C ~~ f I Cj ~L. cz..~ . 3. Bremerton-Kitsap County Health District approval will be required on corruJe 1 kitchen. 4. Storage or laundry rooms that are within Group R, Division 1 Occupancies that are used in common by tenants shall be separated from the rest of the buildng by not less than 1 hour fire resistive occupancy separation. (UBC Section 1202(b)). This requirement also necessitates 1 hour rated doors from these areas into the corridors. The plans indicate details of this area as being on Sheet A8.1, detail 19; however, we did not locate this detail. 5. Are the mail room/Iobby area walls part of the I-hour corridor construction? Indicate where the 1 hour corridor construction at this area is located. 239 4TH STREET . BREMERTON, WA 98310 An Eqwal Opportunity Employ" 6. Area separation walls must extend from the foundation to a point 30" above the roof unless certain exceptions are met in UBC Section 505(t)(4). Show which exception applies to this building. C2.~ ~ ~ tl"\ ~ 7. At least one handrail on each set of stairs must extend 12" before the top step and 23" beyond the bottom step. 8. No electrical plan is shown, therefore no exit signs or emergency lighting is shown. Provide details. 9. Detail 30 of Sheet AII.I shows deck section detail. A I-hour building requires all elements to be of 1 hour fire resistive construction. This detail does not indicate 1 hour construction for the deck elements. Provide a detail showing a 1 hour soffit under the decks and 1 hour construction on the floor system. \ ~ \. \ As you stated earlier in the week, you intend to submit a new door schedule. I'm assuming that all the doors that are labeled "verify" on the current schedule will be specified on the revision. Feel free to contact me at 478-5275 if you need clarification on any of the above comments. Sincerely, J~ Janet Lunceford, cc: file ':7- --:J~ '\.\\ " \ \ ~ ",..S)' I',J "In 93 1 i > \:; > ~ .' '. ~ ~ v: W 1 ~ 1 ~~ " !iii, "-J ~ f~ , L. ~ " ( 0 '- " 7' ,_f ,; '4: ~ i%: ::. " n ~ ~J; Ie .t ,k~ ;;'"""1 ~' t' " ': ;/ ~. l' ..- . ~;;1 "' /~ t' . ->- ~ '1 J; .... ~ . ;-i .;. tt ~ it 'J; 'J:'7 \' ':'-"f 1'0.: -? ~('i) ~~L '::: >, ~, ;; - ,',- ~ ~ '" C?) '-e- --e.- ~ ,.;j(, c~ ~..) '~ ..:9 '3 -.:;.:;, , --.' : .::-c... '" ~>I'~ .t' " '" ) , 7()3 /flL ~ - B REM E R T 0 N B U I L D I N G D E P A R T MEN T P E R M I T A P P L I C A T I 0 N --------------------------------------------------------------------- --------------------------------------------------------------------- Application Date 07/09/1993 Application Number 93AP06723 Issue Date D Permit Number Assessor Acct # -9.~' (,t:l():.J! 31~-dJg~~~-project Group Site Location 700 CALLAHAN DR ( Owner - Last Name ST PAULS EPISCOPAL First RETIREMENT COMM - Street 700 CALLAHAN DR - City BREMERTON - Phone (206) Tenant's Name Agent's Name Architect's Name [X] Building [ ] Mechanical [ ] Plumbing MI State WA Zip 98310 INTEGRUS [ ] Grading [ ] Move Building [ ] Mobile Home [ ] [ ] Paving [] rning [ ] Unde round [ ON CO. 1\ ~ -------------------------------------- Building Contractor: Contractor Street City Phone Representative State License # City License # W.G. CLARK CONSTRUCT 408 AURORA AVE NORTH SEATTLE (206) 628-3137 GREG WGCLAC*370NO State Expiration Date 07/01/1994 Expiration Date Nature of Work: Construction of a new 76 unit retirement housing project. APPROVED A~I'L -1. NSP~ ~ ;ilk ~ Buil alua 'on $ 30000 .00 ----::::::::::::~~-------::~::::;~~~~-----------::::~::::::--- Type Required AND SITE PLAN MUST R MAIN ON SITE AND ~ t Residence [X] Zoning Foundation [X] Business [ ] Type Framing [X] Other [ ] Insulation [X] New [X] Plumbing [X] Repair [ ] Status Mechanical [X] Remodel [ ] rttr / '!J Wallboard [X] Addition [ ] Final [X] --------------------------------------------------------------------- --------------------------------------------------------------------- , , I '. 3 R F, MER TON '. PAR T MEN T Application Date Issue Date Assessor Acct # Sit.e LOtmt.lon Owner - Last Name - street - City - 'PhonE: Tenant's Name Agent's Name Ar:chi t.ect 's Name (X J BuiJ ding [ ] Mechanical [ ] Plumbing - ---- - -- - - - - - - - --..... '.. - - - - ~_..... -- .__._-----------~--------_._-- to/13/1993 11/.02/1993 3966-003-0 -0 700 CALL . AN DRIVE ST PAUl EeISCOPAG 700 C ,LAHAN DRIVE BREM RPON (20 ) Applicatioil Number 93AP069R9 Permit Number 15023 Project Group Fir.st. CHURCH MI state W~ Zip 98310 Phone(206) Phone(206) [ ] Grading [ ] Move Building [ ] .t-Iobi I e Home [ ] Sign r. ] Burning [ ] J.Jand Cl f'ar [ ] Paving [ 1 Under.gl'ound [ ] Demo~ i b.on Building Contractor: ---------.---------------------------------.---------------------------- Contractor St:r.eet City Phone RepresN. t.at i ve state 11i cense # Ci ty I,icense 1f ADVANCED FIRE PROTECTION P.O. BOX 1543 WOODINVILLf!~ (20€) St3te WA 7.ip 93072 ADVANFP19~H6 Expiration Date 01/02/1994 Expiration Date Natute of Wor.k: Fire spr1nkler system for new constru0tion. APPROVED PIJANS AND SITE PLAN t-fUST RE~AIN ON SI~E AND AVAII,ABLli.: POR INSPF.CTI0N. Building Valuation --- -- --- -- - ------- - - - -- - -..---- --- ....----;...-- ---------- -.- ------- -~. -.-- - - - ~-'-- $4898C.OO Council Di.st':"ict 1 Census Tract Construct.ion Sg Ft:'et. Inspections 't'ype Required 'Residonce f ] Zoning F'Ollndation f ) .. Business [ ] Type Framing r ] L Other [X] MF Insulation r 1 New [ ] Plumbing [ ] Repair. r ] Stat.us Mechanical r ] Remodel [ 1 Code Wallboard i. ] Addition ( ] 25 Final [ X:! - - - - - - - - - - - - - - ~. - --- - - - - - - - - ... -- - -- - - .~ -- - -. _.- - - - - - - - - - - - - - - - - - - - - -- -. - - - - - -- - - - .. Recel ved By: 4, h')' Approved By: . ~ -----_._-------~~ -_.._....~-_..__... ... -----.------- . --- ---.-- -.------ -".' ---_._..,.._-----~:.._-- - -. -.- _.. - -,- -- - ~ .-- ------- ---~- ---- - -....- B REM E R TON B U I L DIN G D E PAR T MEN T CON D I T ION S o F PER M I T -------------------------------------------------.-------------------- __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a... _ _ _ _ _ _ _.._ _ __.... _.... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Application Number 93AP06989 Permit Number 15023 WATER.....plans hav~ been reviewed and approved for backfjow protection devices. FIRF.:. . . . 1) Knox box required. 2) Two stor~ adapters required. ------------------------------------------------------~-------------- -- - - - - - - --- - - - - - - --- - - -- - .--- -~. - - - - -- - - - -- - - - - - - --- - - - --- - - -- -.... - -.- - -- -.--- /\ \ :1 v- .. :/ \ , -! I ,.--- \. ,.., I l I - I- -. I I ~ \ ~.. .. . B REM F. R TON. B U I 1., D IN G D R PAR T MEN T PER M I 'r. -------...----.-------------.----------------------------------.------.---- ____R~________~_______~____~_~________________________--.-----.---------- Application Date Issue Date Assessor Acct fI: Site >:'ocation Owner - Last Name - StrE"et - City - Phone Tenant t B Na.me Agent's Name Architect's Name [ ] BUl J. ding [Xl Mechanical [ ] Plumbing 11/30/1993 12/15/1993 Application Number 91AP07150 Per.mit Number J51?-1 Project Grout> 700 CALLAHAN ST PAULS CANTEBURY 700 CALLAHAN 13REMERTON (20 n) First MANOR MI State WA Zip 98310 Phone(2()6) Phone(206) [ ] Grading [ ] Move Building [ ] Mobile Home ( 1 Sign [ ] Burning [ ] {,and cl ear r J Paving [ ] Undergrou!ld r. ] Demolition Building Contractor: Wo~k will be completed by owner.. Nature of t-lork: Mechanical per.mit APPROVlm PJ...ANS ANn SITF. PI.AN MUST REMAIN ON SITE AN!) AVAILABLE FOR INSPECTIONS. ------------------_.._---------_._-----~---_._-------~-----.------------.-- Council District Census Tract Construction Sq Feet Ins)?€>ctions Type Requi:r.ed Residence [ ] Zoning Ponndation [ J Business [ ] Type Framing [ ] other [X] Insulation [ ] New [ ] Plu.mbing [ ~ . .I Rep.;:d r [ ] status Me~hanical [X" .I Remodel [ ] Code Wallboard [ ] Addition [ ] F'inaJ [X] ---- -.-- --..----- -- -- -... - -.... ....------- -- - --..----.. - ---- --- - - ---- -- -. --~. - - - --- -------.."...-. ::::::::=:: :=!l./riA=="= = === = = == == = = :::::::: =:: ljtM~ _ _ -- _ _ -=-- B R F. M F. R TON B U I L DIN G D E PAR T MEN T M E C H A N I C A L l? E R M I T A P P L I CAT ION ==================~~~========~==~=======~==============~===========~= Application Number 93AP07150 Contractor street City Phone Representative state License # Ci ty T~i cense # INDOOR COMFORT SYSTEMS, 118 VIOLET MEADOWS ST S TACOMA (206) 539-1424 RANDY VAN LEUVEN INDOOCS1320H INC. State WA Zip 98401. Expiration Date 09/01/1994 Expiration Date stoves Fire Place Inserts Furnaces Conversion Burners Unit Heater Boiler.s 5 Gas System: Max 5 Outlets Evaporation Coolers Air Conditioning Units 11 Heat Pumps 2 Mixing or Re-Heat Box Air Handling Units 6 Fans 1 Range Hoods 2 Clothes Dryers Inciner.ators Duct Alterations Tanks Refrigeration Units Other Items ==========~=================================~=======:=~============== B REM E R TON B U J L D r N G D ~ PAR T M F, N T CON D I T ION S o F PER M I T --._-------------~---------------------------------------------------- ----------------.-----.------------------------.----.-------.-----.-------- Application Number 93AP07150 Permit Number 15121 FIRE. . . . . 1) Ducts w/2000 CFM or greater shall be equipped with smoke detectors. (duct detectors) 2) Fire dampers required at all corridors. -------------------~------------------------------------------------- -----------------------------------------------------p---------------- - - - _.-.-- ---.-. - - -.-.- --- - --.- - '----:------,~ -......-- - ----' --- --- "\..0.......'., ;foD I ..~ BUI~~ DEBAR PER M I T B REM E R TON Application :aate . Issue Date . Assessor Acct # S1 te [,ocation Owner - Last Name - street - City - Phone. Tenant's Name Agent's Name Architect's Name [X] Building [ ] Mechanical [ ] Plumbing E N T ---------------~------ ----------------------- .} 02/02/1994 02/09/1994 3966-00 01 700 LAHAN DRIVE S . PAUL'S 700 CALLAHAN DRIVE BREMERTON (206) Application Number 94AP07308 Permit Number 15243 fhD/project Group First CANTERBURY MANO MI state WA Zip 98310 Phone(206) Phone(206) [ ] Grading [ ] Move Building [ J Mobile Home [ ] Sign [ ] Burning [ ] Land Clear .r ] Paving [ ] Underground [ ] Demolition ---------------------------------------------------------------------- Building Contractor: Contractor street City Phone " Representative state License # City License # Nature of Work: Fire alarm system. Bui~ding Valuation INTERCEPT CONTROL P.O. BOX 1386 KENT (206) 854-3030 JEFF INTERCS101QE .. SYSTEMS State WA Zip 98035-338 Expiration Date 11/05/1994 Expiration Date $28000.00 Council District. --------------------------------------------------------------------- Census Tract Construction Type 2 Sq Feet Inspections Required \. Residence [ ] Zoning Foundation [ ] Business [] Type Framing [] Other [Xl Insulation [ ] New [ ] PI umbing [] Repair [] Status Mechanical [ ] Remodel [] Code Wallboard [] Addition [X] 6 Final [X] ------------------~--~~-------------------~------------ ::::::::=:::~~~====::::::::=::~==~~========== ....></JjJiiEMJiRTtJN7Jt.iliJfiJlNGJJEPMTM:EN'k..........<...i............./.<..... ';{';'{'{;,:;{,~i,~,~. ......{.:..?'i1;it;f:::~:biJ~~.,;..~AX:~~'ii.f.{;'ii NOTICE OF PERMIT REGUlATIONS This permit shall become null and void if the building or work authorized by this permit is not commenced within 180 days from the date of such permit, or if this building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. ..~:~q#~ar~..~~~~iiIr~..::.i!.:..::....:.:.i.i/. 50/i.Pmataftei(coiRleUonanabelOre~yj>( .....:...}:.:.:.<r>>i<<.....<<.....}{<:)i<<< ..:.........:.....:......:.................. 1.... \;. u.........l:~illi;..........~..:..r......;........:::~.}:.::.:.......;~.........}{. ~il... }L.</i:~r.....................................:...........:..:...:......:....:.....:..:......... ......:.....:.................... ({!i.:...!!. 6. .rIJJ:V vu.p;;J;: Ptlvu~ 11"...: ~4I: lW"r1Da_ ..::.:.:::.:.. ;;.:...:.:.:.:....;.;.:::;..c...........::.:.;.....;....:....::....:::...:c.....:::.;...::;....:.:.:.:::.:.::....:::..:/::;;:::::.:. ..:...~:u....;....!! ::...:....:..:.::.::::..:.:.;:::...~:.:::..:...:.....:::..:.....::..::::.:..::::....;;;..:.:.:..:. ::::.:.......;.....7"1':;.....:.:c:c. ..c... ....:. ...::.... .:......::.::...::.....:;;..~~c;.~::.:::...:cc..c::::::.:::::::::.:::::;".;.:::.::::.:.::c:.:c c.:c..::.::::::.::::::...:;::......c;:.:..:...cc......:;.::.;:.::.......:::::::.:.....::.:..:::.;.c.::.::::.:.:;c"::..;.:.:::::.::::.;::::,,::..:.::::..::::: I:":A.ny~()jI~Dece~J)y.~~ujlai~i.p<<t~taI2:.:\/(::i)).i{:........... NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see to it that the required inspections are made. The permit holder must notify the Building Official when ready for the inspections. Failure of the permit holder to notify the Building Official of required inspections may result in the stoppage of the work until such time that the permit holder can substantiate to the building official that the concealed work meets or exceeds code requirements. Any demolition, testing, or fmancial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any ~egulating construction or the performance of COnstruction. . . V7 ;2,--f6',-Cf t-) . Signature Date. I certify that I am exempt from the requirements of the state contractor's registration law, under Sec. 3, Chap. 126, laws of 1967. Signature Date Permit Number pcrmit.doc it V t,,: I' , 'I" '" 1: ' ' II 'I I" " ~ h t'p ;j H 'I' " I, I R rl~1 ~ !< r !--'ur' Ji (i 11 .) .. ''-'1. , . ~ j'1 t ' i r, 1 '1=' i ~H' k r. ,1 \ i ~ ~ I: 1 i I j i: !: Ii ~Ii ! (-. :".1', ., ,- P.; j r1 ." ; .'\ , , : ~t IPt '\ :.')0-7\{ .. {\n.. ,\ " , J 1 . -~ ; , , ,-} ': I I . ~ ' , '/ (< " ,I ( '1 \; .. -'.1 n,',-, . 'f ~ ~ ; ! , t, :; \ I I!' I I: ", . ,1 ~. I' I; , 'f : l"" ,.... ' ~', ~ . ; ~ .d " -J"" ," r ,. , - ,. I' I . ,. ,t : .. 1 " 1. i'; I .~ I ! , dU '. .'. i 1 :': : " t ~ . f I ~~:! \'; . ; , , r :'1 , , ~~ . ' . :-~~,~11 ~~,. '., I~ . , :' ~ f ; J i : ~. ;.1 " !'. . i' I . t ~ i I 1 ~',;! Ii ~- I P, ~'lq'-...(; i I.} .." t; ~ ,:... ;iH{ " 'tjq .' \1 ..\ 1 ,; f '; i ~ \. 'I" H. I', ,':' (- . I\. t} :.1 .') , ", : . I I I " : ) r '1 \ r, , I " \ : N : . ,. _ J ~k~:oc~:~ooc-- l ~. .,J't' . ... .J . ~ ...:., ~'.,J. .~: ~\ - .- ~. - - - - - .- - - - - - - .-- .--.-.-..----- --.-- Appj.icatio~:. :J<:.-ce 158\.:.2 .Jt:...t:~~ Assessu~:- Ace t ~; Si t c! . ,0C2.t i 0:1 OU~EZ - ~&Dt Kame .s'~~:- ~2t c~ty ::'~J.o::le Tena::lt's Name Age:l'C '...> l'!<>.ffie A::C:1i tect ':.;; Name ~i{~ 3't..~~~::'.lg - - Mec~1,-,:~::'c.;f:~ r ~ J :~ :'. '".m::> ~ :: S' 3ui~~ing Co~t=f:C~G~: CO::ltracto:_ ;] t '': c' z t city ,,'j ...':'one Represe:ltG..'~i V2 SL<:.-ce _lcenS2 ::;: C:. 'l:.,.' :::"'~CEnse { J:\~ ~ -t ~~...:. 2 0 ~ ~'J 0 ~ ..... ; :-'::"::-€ (:;"i.o.~l:.. systc:;(~.. 3 ui :.. L.:' :~y \7 (,...:. v."':" L ~ \JJ.l ("(h ..'.C.... .J::' .:t::-:..ct (;0:13 t ;..qo:...::..:":;. CL '~ype ~eT~.Le:,l.( ':' -: .J "L:J ~ ~.\ 2:J..j O.\.....,e;.. L.l~ .J l.~.cw J.epu.:' i_ . ....:..::t~CIt._~._ lJ .': :JJ i ..:. l'~ .J ..L :'! C .) , A . ~ -1 .~ ~ ..{ >1, I A "'j ., ..... ~ C A ... iJ i:\ .- _. - - .- -. - - ~.- - - - - - .- - - - .- - - .-. - .- _.--- ...- - .,- ...-.----.-.,- -. . - - .- - - .-- - -.... - . ~ .- u ~ . _ . _ _ _ _. _ _, . .._ . _ . _. , U 2/ C :: / ~_ s ::; .~ 3!~6-o~ 3-CJtJ/-()()Oa; /00 ~,JI.::;.~,il.:~_Ai( .j..~IV:',~ S~: .?liC:";:::' /~; 0 CA._,:"':A~'AN Tnv~: AJ?:.?~~cc:.'\..::'O:). I'h:.m..)z~_ :;4A?0730J "1 ,,~, Ll~ i:. :\~'~m~e::.:- :'::'oject.. (,J.OL:? '-. ".- C! .!. _.....~~L. CAI,~'!.'::~a.3U~~:I ?CAI'~u I'U 3R::X::R ",:ni.'~ (206) state WA Z~p 98310 ::'_10He(206) 'P' --;'("0'" ..,.10,.J.,-, L. 0) I ~ Gr&c.::'~~g T' S':'S:l -. Pavi~g L ~ ~ ~ ~ J i" 3\.:i : (LJ.g' r .. Bu.;:;J.ing ,. ~ J Move ... .J ~ ~ U:lO.e rg:~ otlnc.. . r . , 2 ~~ urn::: r ~..l <:':1L Cl ec:.;~ Jemo .:. i t ~ on . ..0,'):" . '- ~ '- .J I~7S~C~'~~ CON~~O~ CYS~8XS .., :-. , . L.' . " !' f ...,.:.... _ . II., ~'\::I'.! ~~ ~20o) 8b43030 St.<.:..te ~.qA Z i ? 980 :; ~J ~~~; n .',,"",,~,'-: V -'_ .' 1 I-r_' ..;J,<.;S:'_ U:,. Q::: ~~2i/_(""~:LtJJ.-~ .jc:..l.~ ~_~_/uj/~,""J~!J: :;;ti:i:i.;:&'~i.G~l :Jc.;.Lc. ~'1 --:.....,..,-' .", l.;L-UVvv.vU Ce:':lSl....;J :-::~.(;~ Sq .~E.;e';;' L1spe(. -;;':i. O=~.3 _..Zt....~:'" ~ ~( Z 0';1.:":'.).9 , . ">>I'J.... ~\-:.J ..-:.O\..:....!.l...t.:. .~-:~, O:.L _., ~ Lr.:':' :~y ~ ~ . . . ~,._~'-'- ~i....'--.....u~A. L. ~, .. l.m.':J i ~l g j:~el";'~:~4'.!.:i. (.:~'. . :s .~ ('.. :... l~ _~ (; l" '- ;0. ..7 L.. .. .:J 0 l.:..o: t.. 6 ;:i::lf:.. -, . '\...- ..,. .~ ~~ ...: _. --- - --- -- - - -" -- .... -, -- ~ ~ -,. .- " . ~ - . - - - . - " .- - - - - - -. .-. -~ .- ~ . .. . -. . ., -.. . ,. " \ ,~~ ~ ~- . ~""lf'- ~ ,~ 'I " ,,' Ii' I" \, t-.'l-t~; !~ 1 prr # d::) :-, "; ,t ':... ~~ I' i 1 ~ . f": :, " " ! (,1; ~ . ..... , 't~ , :. i ~ (o!- 1- ( ~.! / I , I J:, ( .' !) ~ ."~ J ~ ',' ;, ~'1 ,i ~- I' ': 1'1 : -~ i., , , .,' 1~ 1~ 11\ I, rj; I" I :- ~ ~ ~ I ~ ::.' '. I ') , , t- , I. r~":'I-i; 1 q l \ 1-1"1 j ,'/ ~ .' :. > . .. ) ~.: ; \1 31&6-otJ 3-6{)/-(){JOC; .~ i ;. t. \ \ ! ~ 't. '1 ., ,', l'~'~' ~ ~4, .~ ...~., , .' , ( I ~ I ; , .: : I ~ I ','t' 1~.'1 ) v1\Y ZJ . ~ ~-: t q.\., . I t / ';. -1 (; ~"r ~',>i -.!t\f:'l~.\ I, : :.1 ....(" .1f1 t~~. ~ ;(\: , : j - : I , -~ { r f"::~ '\ ~ ~ ; 11 !1'!--. (.. ., ~ i---.... " t '.. (' r ~ : ~ I ! I" --. t '"( i ~:,: , i ~;; . ~ '.~ '7 1 '1', , : ;-l r:;. -. !':":rnH';i[ ll~! ~.~ f \, ; 1 I; 1\;) ~~ f:;t', ;"! \" .'~ 141;"; ",;. '.' !'d: " ',ffl'\/J';I~~~ ~ ,l : . " i ,-1 :, r .; '! ," '1 ,) -'-, ~ I I-~ ! / f, '.I. ,'. i '. -1 " ,~ "1 " ,1 " : ! \ 'l;', , ~ ; ";, I' : " \ ." .. LETTER OF TRANSMITTAL ,,(. . FROM: ~ -- . ~9~~EACEPT CONTROL SYSTEMS. !Nt' OATE:1 -1 4-94 . JOB NO.: P.O. eo.. 13SI! ICe",- WI>. 980U.~311fl 1211i.li o5~:MnO RE: st. PAULS CANTERBURY. MANOF Bremerton, Washington. TO: BREMERTON FIRE DEPT. C/O BLDG. DEPT ADDRESS: 286 4th st. CITY: Bremerton, Washington.98310 Plan Review FIRE ALARM SYSTEM ATTENTION: PLEASE BE ADVISED: WE ARE SENDING YOU :KJ ATTACHED 0 UNDER SEPARATE COVER VIA L&! PRINTS o ARTWORK XJ PLANS o PROOFS Kl SHOP DRAWINGS o PHOTOGRAPHS o SAMPLES THE FOLLOWING: ex SPECIFICATIONS o CHANGE ORDER o COpy OF LEITER o ,---------~- ._....._.~- ~ -- - - ---- ----'--------~----- ---~-~ ---------'--~-- ~.- r-- - -- - -~ ._----~ -~~- "_ __. __n___ NO. DATE COPIES DESCRIPTION 1 1 1-14-9~ 3 Floor plans of system proposed. :2 2 " 3 Sets of cut sheets equip. proposed. on 3 - .. 4 5 THESE ARE BEING TRANSMITTED AS INDICATED BELOW: r'XJXJ- ~F-OS-':AE~,p URESoTvEA-OL---. 0 APPRO~EO~~-l~'---'-' ---- -.. DO SRUE~~uMR'rN~- COPIES FOR DISTRIBUTION .... OJ 0 APPROVED WITH CORRECTlONS = I CORRECTED XJ !;:OR YOU::l US.... 0 RETURNED 'NITH CORRECTIONS 0 RETURNED p.:=TER LOAN TO US l:(] ~O~ YOUR CO~MENTS 0 RESUSiVil"l COP1ES FOR .6.PPROVAL 0 XJ FOR Blo(S) DUE A. S . A . P . ~- ---'--.....=.~~~--- -"'--"'-~..&-..<.....-__~......t--____~ _~-'--"-_~~~ COMMENTS: THANK YOU !!!! TOPS. FORM 3805 ORIGINAL LITHO IN U.S.A ~ ;;, > ..... " . ," '" R R f: M"'~ R 'I' () N R TJ r I. n T N C P P. R M J 'r A P P T. J C A If r () N n I': PAR 'T' M E: N '1' .. ..,-.-. .._.,- ._--_._.~ .._-----_._.._._~- ~ .- - - . ... ,- . ~, - . -.. ~ - - .~...-- _. -- -" -. , , - . - - . - .- AppJ it'ati nn nah> T:'1~:llF' DBtl1; 1\ ~~ ~ p ~~ ~ 0 r A c (~t # S.i t p L (H' a t i (l n ()wl1pr .. La~~t. NamF> SrrG>pf c;ity PhnfH.'" 'j'en;.j,Ht ':J Nantt:'.' A9 en t I..~ N ,1ll1'" .l\rr"hi t.pr~t · ,.~ Name [XJ Ruild.lnq r J M(~('han i ca I r 1 Phmll:ti ng Rn i ! di ng ('''TIt r(1rtor: I'ont 1.<11.'t'lr st r p...t (' i t Y Phnnp pppn",~;pnt.at' iVF: ,t"t ate 1.1 ce'nsf' # ('lty f.lcpnse # !\IatllJP (If Work: Firp alatm systpm. R ul I rl i II 9 V ~ I U Ct t i on ('n11;1("11 D'l ~t r i rt (:nn~; t r 1.1(,t. i nIl TypIC- Rp~1i do::.H"P ~U~. i np~LC:; nthF>t Npw Rf'-'1~;1 i I. I, F'fnnd F> i d(j l!ii ' i "" r. fl r X 1 r 1 r ! J r xl o :) In? 11 9 9 4 : --/ .- ;' :...'.,' DR IVT<: ,h() CALl.AHAN S'I', PA.TH, , S 'Ion CALLAHAN RRF.MF:R'1'ON (706) DRT\TF: ! nrading r Mnvp sui ldiuq r Hnhi Ie HomE" ) N't'I':Rt'p;p'r CON'fRO!. p. (). H{)X 1:,86 KP.N'f (/06\ H'->4- Hno ,I F.!4'~ [N'I' P.R (~Sl 01 QF; $)R()()().n(l - .r- _ '""- _. ..- _. _ __ ~. _ _ __ _ .< ._ __ ,_ . ... _ . ., ~_ __ _ .~. _ _ ,_~ -. -, - ,.. ,- - . - - ~. - .- -, -, -. - .- App t i (';j t. i on Nllmb~l: 941\ P07 VHI PP nn.i t Nl'mlli='f' PI II ipt't n;'nnp F'jl~d (?~N'T'fi:RBnRY MANO MI st~te WA ~ip YR110 Phnn"" ( ',) 0 t) ) PbOJlf'( :>Oh) 1 Sign 1 RllrninCI J l.and ('I Pil) r I I) d V i II 9 r :I Hndpr-grnund f1 liE-inn Ii t i on ~w fi '{' t<:M:-; S 1 a t I~ W ^ Zip' ) H 0 \ t) ',:i 8 f: x pi r d t. 1 0 fl II <1 t. p 11! 0 r:, / I Y q 4 t<: x p i rat inn n.;.j t- P ., ( . "" II r; \l.'~ '1' r a (' t Sq Fept /',llninq ':'ypP f) ta t 11:'; ('(lr/ p ~I-tuqc~ rn:;pf'>(~t ions RF'qulred ( F'nundatinn Framing Insulation Plumbing Mp('h;'1l) i '~a I Wa' 1 boor-a Pinal. r; t 1 fl r 1 r .I [I r .! Ixl ---------------------------------- -- .~- ----------------------------- ----------------------------------- .. - ,--------------.---------------- Application Date Issue Date Assessor Acct# Site Location Owner - Last Name - street - City - Phone Tenant's Name Agent's Name Architect's Name [ ] Building [X] Mechanical [X] Plumbing 12/03/1993 12/06/1993 3966-003-0 -0009 700 CALL AN DR ST PAU 1 EPISCOPAL 700 'LLAHAN DR BRE RTON (206) Application Number 93AP07163 Permit Number 15095 Project Group First RETIREMENT COMM MI state WA Zip 98310 Phone(206) Phone(206) [ ] Grading [ ] Move Building [ ] Mobile Home [ ) [ ] [ ] Sign Burning Land Clear [ ] Paving [ ] Underground [ ] Demolition --------------------------------------------------------------------- ". Building Contractor: Work will be completed by owner. Nature of Work: Plumbing permit for new 76 unit retirement housing project. APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND AVAILABLE FOR INSPECTION. Council District Census Tract Construction Sq Feet Inspections Type Required Residence [ ] Zoning Foundation [ ] Business [ ] Type Framing [ ] Other [X] Insulation [ ] New [ ] Plumbing [X] Repair [ ] status Mechanical [ ) Remodel [ ] . Code Wallboard [ ] Addition [ ] Final [X] ::::::::=::~=~~RdC:~~~::::::::=::~============== B REM E R TON B U I L DIN G D E PAR T MEN T M E C H A N I C A L PERt~IT A P P L I CAT ION = = = :::: = ::: = = = = = = = =1 = == = :::: = = :::: :::: = :::: :::: = :::: :::: :::: :::: :::: == == == :::: :::: = :::: = == :::: :::: = :::: = ::::= :::: ~.p=.:::: :::: :::: == :::: :::: :::: :::: :::: :::: :::: :::: :::: :::: :::: :::: ~ . j }, Application Number 93AP07163 Work will be completed by owner. stoves Fire Place Inserts Furnaces Conversion Burners Unit Heater 2 Boilers Gas System: Max 5 Outlets Evaporation Coolers Air Conditioning Units Heat Pumps Mixing or Re-Heat Box Air Handling Units Fans Range Hoods Clothes Dryers Incinerators Duct Alterations Tanks Refrigeration Units Other Items --------------------------------------------------------------------- -----------------'---------------------------------------------------- \, .' ..j '. " { ; B U I L DIN G D E'P ~ R T MEN T B REM E R TON P L U M BIN G PER M I T A p'p L I CAT ION -------------------------~------------------------------------------- -----------------------------------------------~---~------------------ Application Number 93AP07163 , I I' / " Contractor street City Phone Representative state License # Ci. ty Li cense :# I SUNRISE/PLUMBING INC 1415 WWND ST N WEST A AUBU,RN (2Q,6) 874-4083 RONAIJD KAUFMAN SUNRIPI1640A State WA Zip 98001 Expiration Date 09/01/1994 Expiration Date 137 Toilets 22 Bathtubs 137 Basins 76 Showers 76 Kitchen Sinks 77 Dishwashers 7 Laundry Trays 14 Clothes Washers 1 Water Heaters Urinals 4 Drinking Fountains 17. Drains 1 Slop Sinks 1 Water Piping and Alterations 1 Interceptors 4 Hose Bibb Lawn Sprinkler Private Pools Public Pools 1 Bui 1 ding Se\'ler 1 Gas Pipe Roof Drain Private Hot Tubs Public Hot Tubs 10 Other Options ===================================================================== " '. B REM E R TON B U I L DIN G D E PAR T MEN T CON D I T ION S o F PER M I T --------------------------------------------------------------------- -----------------------------------------------------------.---------- Application Number 93AP07163 Permit Number 15095 BUILDING... ..AII 'floor drains outside of kitchen shall be provided with trJp primers. =================i==============================.====================== . B R B M ~ R TON P,HII.,DjN(~ RF.CRJ P'T' # Of:: 6724 * 'T'h 1s 1.::' Nnf' .~ f'p.nui t "'< II R PAR f,' M F; N 'J' Mf'chi)wi ea] h:;-~)/~' .100S PI mnb:i.nq 67.-3?2.1003 P. po \--mi t f<' "'" t"'l $ ~Hi . nn ~: :1 h ~"7 . !=.n Of: h"'.r fl't"f':I~ 7.nninq J"€'f:'.c~ ..... .- .~~., .~ .~- .... ... --, - ,o' "- .... -". ~.. - -. ,., .... ... ~. C :'\68f'.. 50 An\Otllit P:31 rl. t.J t:_~ . on :.;H.;:q . ~l 0 .... - ...... _ _....... "-0,.... ... .' -,-- .. ., . . ~~ 3r.R~" ~lO RA("~i.VAd Flom: :::lun t"i~ ('I P 1 umbt H9 ~~ :?11 .? ~i Dee 07, I. ~)(n plm.') f~h~(~k f,'''':'PB Amount PD.id C :.'1 ,'F. ~; ? ~, ~.~ I~ . 6 .'"~ - ...~ "" '., ,. ...,..... .-. .- _. - -. ~ . ... ... ..........-..,~ -..... ... ... . '. . - ~..... ..~ - .. " -... - .- '. "-~ . - ~ . ~; :H7h.{)f{ f, '? --,1':; . 8\ n (J nPlI Pn VIOPO t (H h,'n: J"FoP'1 '-;ll\-'J gy ehny'g0 Rf uf.:- sic filL" ';>';7.1.) 'l'c,t.;';.I I 1"C'F'o'. AiIliVlJyt p;!} i d I?r ior PiiYi"lpni: Hi-l! iHH-'e Onp On l'.>/07/19Yi ,.'eH .ft q :il\Pq 7'1 6 :; $ .00 ~. ..' .00 .......~.- -_._.~...'. ~. ... ... ..- .- ..~ . .... . $ 6061.r.H ~~ ''>f,g!'). SO ~1 :) 3"7 r; . () H $ ..00 B REM E R TON B U I L DIN G D E PAR T MEN T PER M I T A P P L I CAT ION --------------------------------------------------------------------- --------------------------------------------------------------------- Application Date 12/03/1993 Issue Date Assessor Acct # 3966-003-001-0009 Si te Location J 700 CALLAHAN DR Owner - Last Name ST PAULS EPISCOPAL - Street 700 CALLAHAN DR - City BREMERTON - Phone (206) Tenant's Name Agent's Name Architect's Name [ ] Building [X] Mechanical [X] Plumbing Application Number 93AP07163 Permit Number Project Group First RETIREMENT COMM MI State WA Zip 98310 Phone(206) Phone(206) [ ] Grading [ ] Move Building [ ] Mobile Home [ ] [ ] [ ] Sign Burning Land Clear [ ] Paving [ ] Underground [ ] Demolition --------------------------------------------------------------------- Building Contractor: Work will be completed by owner. Nature of Work: Plumbing permit for new 76 unit retirement housing project. APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND AVAILABLE FOR INSPECTION. Council District Census Tract Construction Sq Feet Inspections Type Required Residence [ ] Zoning Foundation [ ] Business [ ] Type Framing [ ] Other [X] Insulation [ ] New [ ] Plumbing [X] Repair [ ] Status Mechanical [ ] Remodel [ ] Code Wallboard [ ] Addition [ ] Final [X] --------------------------------------------------------------------- --------------------------------------------------------------------- J~ ~ B REM E R TON B U I L DIN G D E PAR T MEN T M E C H A N I C A L PER M I T A P P L I CAT ION --------------------------------------------------------------------- --------------------------------------------------------------------- Application Number 93AP07163 Work will be completed by owner. stoves Fire Place Inserts Furnaces Conversion Burners Unit Heater 2 Boilers Gas System: Max 5 Outlets Evaporation Coolers Air Conditioning Units Heat Pumps Mixing or Re-Heat Box Air Handling Units Fans Range Hoods Clothes Dryers Incinerators Duct Alterations Tanks Refrigeration Units Other Items --------------------------------------------------------------------- --------------------------------------------------------------------- B REM E R TON B U I L DIN G D E PAR T MEN T P L U MB I N G PER M I TAP P L I CAT ION --------------------------------------------------------------------- --------------------------------------------------------------------- Application Number 93AP07163 Contractor street City Phone Representative state License :# City License :# SUNRISE PLUMBING INC 1415 WWND ST N WEST A AUBURN (206) 874-4083 RONALD KAUFMAN SUNRIPI1640A State WA Zip 98001 Expiration Date 09/01/1994 Expiration Date 137 Toilets 22 Bathtubs 137 Basins 76 Showers 76 Kitchen Sinks 77 Dishwashers 7 Laundry Trays 14 Clothes Washers 1 Water Heaters Urinals 4 Drinking Fountains 17 Drains 1 Slop Sinks 1 Water Piping and Alterations 1 Interceptors 4 Hose Bibb Lawn Sprinkler Private Pools Public Pools 1 Building Sewer 1 Gas Pipe Roof Drain Private Hot Tubs Public Hot Tubs 10 Other Options --------------------------------------------------------------------- --------------------------------------------------------------------- '.7-1"7'" ~~ . '~..'>~-r'~ 4v... . .:..,..'"','~. :1.-, ..:t.:' B REM E R TON A P P L I CAT ION B U I L DIN G D E PAR T 1'1 E N T PER M I T ========~==========================~~================================ Application Date Issue Date Assessor Acct# Site Location Owner - Last Name - Street - City - Phone Tenant~s Name Agent's Name Architect's Name [ ] Building [X] Mechanical [X] Plumbing 12/03/1993 Application Number 93AP07163 Permit Number Project Group 3966-003-001-0009 700 CALLAHAN DR ST PAULS EPISCOPAL 700 CALLAHAN DR BREMER TON (206) First RETIREMENT COMM MI state WA Zip 98310 Phone(206) Phone(206) [ ] Grading [ ] Move Building [ ] Mobile Home [ ] Sign [ ] Burning [ ] Land Clear [ ] Paving [ ] Underground [ ] Demolition :....,. ....','.l... ~-'------------------------------------------------------------------- Building Contractor: Work will be completed by owner. Nature of Work: Plumbing permit for new 76 unit retirement housing project. APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND AVAILABLE FOR INSPECTION. Council District Census Tract , Construction Sq Feet Inspections Type Required Residence [ ] Zoning Foundation [ ] Business [ ] Type Framing [ ] Other [X] Insulation [ ] New [ ] Plumbi.ng [X] Repair [ ] Status Mechanical [ ] Remodel [ ] Code Wallboard [ ] Addition [ ] Final [X] = = = = = = = = == =~ = = = = = = =.;~ ~ ~=~ = = = f ~ =~ ~ =h ~ ~= = = ~ = ~ = j =; ~ ~= = = ~'=~ ~~ ~ ~v- /,J!Ii>!1s .......- Wi" evL .( 11\ ~.- L'" 50 <::= ~. I 'tA.J, ~ 4. 'k _ A-1~ . -!1 0 or oLr tv.. ~.s 0 l) \-~ j ~ u t... ~ ~ ~tUll k- prO'l/\~ Wj $ct!1f.~"b\,-~ fJtvi ..-;/. ~fr1~r'",,~ I3uo B REM E R TON B U I L DIN G D E PAR T MEN T \~~\.c\ a:,A N I C A L PERM I'T A P P L I CAT ION , --------------------------------------------------------------------- --------------------------------------------------------~------------ Application Number 93AP07163 Work will be completed by owner. stoves Fire Place Inserts Furnaces Conversion Burners Unit Heater 2 Boilers Gas System: Max 5 Outlets Evaporation Coolers Air Conditioning Units Heat Pumps Mixing or Re-Heat Box Air Handling Units Fans Range Hoods Clothes Dryers Incinerators Duct Alterations Tanks Refrigeration Units Other Items , ----- ===================================================================== B REM E R TON B U I L DIN G D E PAR T MEN T P L U M BIN G PER M I TAP P L I CAT ION --------------------------------------------------------------------- --------------------------------------------------------------------- Application Number 93AP07163 Contractor street City Phone Representative state License # City License # SUNRISE PLUMBING INC 1415 WWND ST N WEST A AUBURN (206) 874-4083 RONALD KAUFMAN SUNRIPI1640A State WA Zip 98001 Expiration Date 09/01/1994 Expiration Date 137 Toilets 22 Bathtubs 137 Basins 76 Showers 76 Kitchen Sinks 77 Dishwashers 7 Laundry Trays 14 Clothes Washers 1 Water Heaters Urinals 4 Drinking Fountains 17 Drains 1 Slop Sinks 1 Water Piping and Alterations 1 Interceptors 4 Hose Bibb Lawn Sprinkler Private Pools Public Pools 1 Building Sewer 1 Gas Pipe Roof Drain Private Hot Tubs Public Hot Tubs 10 Other Options --------------------------------------------------------------------- --------------------------------------------------------------------- '$ '~ ',~ """" ,.~,.... ...... ~1> ., < .. A R R MER TON 13 fJ [ L D T N G * This Is Not A Pprmjt * n ~ p n R T M ~ N T RECRIPT . OB~71B l'1et-;hrmi caJ 62- 3:12. lOOS P J umh:i Tll) f,?~3?).l003 PI.':"rmi t l?e<,,:s $ 4B.on Ammrn t p 3. i d $ 3fd7.~.O .'" .. , t/ ut he ,: l?'l";eA 7.nn:i. ng l1'e€>!l ._---_._-----_...-..~._._~---_.- - ...~, .~- ........... - ...... ~. --'...,. . -', ...... .,...-. ".. .. $ 36HS.50 b ,') .00 Ri"lCe i vp.dFr.'nm: Sun:r:i r; IE' P 1 uml"ll n9 -#;) 1.1 J 9 ---.- - '-' .. ~...- ~""---"--~- ~-.........? ",. .....""~~.,_._---_.~.. .._,,~~ -.. .~..., ..-....-...--.~.- .... -. ...~.* -.. Dpe 01, 199 "~ Plan i~hed: f.t'f:'FW A.rnount Paid $ ?1.4J:, $ 7'3.45 $ ?:,')4. fd ." $ ? 354 , (5'~ l,..,' :,~:~~~-':~~~~~~~~~~=.~~~~ $ ")37F,.OH N' $ ?17f1,n8 1):'>-' "J45. 8300 (;"m Paympnt' othpl;" TPe~s F:ne, \JV eh~nJe state file: \"'J 4 :1 - )i 'l . l ~i 'l.'otal 'l!\A~Fl Amnun t p,d d Print' f!ilyment Ra 1 nn..'f-'" Dl1A On l?/O'~/ 199:3 .I"m #<HAP07J63 $ .on ., ..~ ,,- - . - ...... .... 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() n ?~ t Hr,1], f :.~ r p ,~n,l'i \- N H illL '_' r ... ~.~ i:1 i ' ..' , !? r- C'; 'j ";":' (' -r- ~ ~ r n ~ .Il~" ;,~ -1 i' R. r---;'r I F:~: tot r:: I'( :_~ ;' :--: ~.F.~ ;-; i ~l \- :0_ :~ ^ ',: 1 ~'L;,.:~ ;.j { .' j:.. },;,'! ~ t", [i e t ;:.;'t :~-r, , ~- : ~ 'IJ -: l, '-.1 nur~'~ 1 \ J \ '1.\'1 :::. i. ;"Y~' (I;:!'J' : T' ..... , 1. ".~ ?\d:-n:': ;:;; ;'l,-.:} ! ;f-'.liTi;-; i .! : ': i.~ I '}r; " L: ~ (' Lt-\ (~.:'{ ~ -'()f.-..j :-:~t'r~(r)(..r T ('cr,) . . -', , ,- S~~A'T'trrlf: ( ) (} f~ \ ~:. >' B - :i 'I '-{ ''1 ;~~:E(~ :.A ti ~o;(;(~ r \ .r~( :oi' '~'/ (! t.j'--l ,"~' t ;':t {. (-:' if V F.... ?;.1 p '.,; H ) { , .,~ F ;<. p:j ;~ ~J t' "i (H',\ :') ~-,1 -t- i~ ;_ ! '.7 :' ~'< 'IIi.,! ;~-' /\ f':';'! ~~' 0. t] ~ : : I D-1_ t i? ('~In('r~ 'L' ;l(')-\~~~~.~ (1(; :,- ;'" ~;".; c ~ T~_ P P r~ ::) 1,] r!; C F Ll~,N r-': I\J~ (; S T 'r }:: ~_:' ~ "t~i\.:, ~-1.P f; If ? Er~;1. ( ~;'i (N '-; 'r }~~ t\r~ i,i .. ,} l~~ i f:I).Hl;t:': ;-i\r;~z l.f'''I~-:PF;'~f~l'f"Clr~ : '; 1 !, j i, n -1 l'i q \;' Zl ; : l ;~ L i ~! ~ i, ~ '1.") t l r" t ! . r: j ~ t ;:" I" i~ : :on.-'~ t- 'i qr-i f' 1 ,'Hi it' t,'" !'; J~' J~ F~-::~ .1_ f,r e' t i: n.! 13 i rtF-,"=,: .:: ~ oJ in h ;.;:~ i'~ N .;::o\>) '~ep;,l'.\ j !:.: (~lIlf}(~ :'_:- i r~ r{ (~ \ t. 'l n c!M. 7-9-13 ;~.,i. '~,,'!(;nr~{! . t-;C i'c ! ~~ : ~ !7':,' ~'~ ::~ , ~ :-:~ .p r- ~~j (~ t ;'j .,~ {,Ie ,:.~ f I/,. :,-',;')', i n~J I~Vl:~':. h 1 i: i:<t.)~. 11:'~ ('"di-:. tJj~.~~';;:';{ 'l-:~r'~.'; ~~: :-:\{'r \~, ; .'d ~ f"~ C~ ~ ~ t I (1 ~ 1_ .~ f;' ;. ~n; J. n. ~...~ T_n.~~'u ~ r_,~ j ~.. . !? t tunl'; ; : 1 ':1 ;',.-i (--~..'"" h ,.~ J! i :"2\ i '-' ~,; ;J; 1 \,:';:; , . , ,- , f--;"~. ~.~ a ! .0'. CITY OF BREl-1ERTC)N BUILDING DEPARTMENT RECEIVED SfP 3 iii INTEGRUS , to' .' \ PERMIT APPLICATION 7-9- I 199 3 TO BE COMPLETED BY 7..16- 1993 -, St. P a u 1 I S E pis cQQ a 1 OW'N:i~R W. G. CL~rk Con~t. CONTRACTOR 700 Cill1 ahan ~ LOGATICiN OF JOB ~ FOR . ,ret; n~ment homes '" ' ~ ENGINEERING COMlo1ENTS/REVIEWED BY .f1&- ~ ,uV \~ It ") '~CD @ C/'1"Ltt. ~l~'v~"er E/..EIA-r",..,s OItJ 1~~ ~ 7" c..../,J ,4- -i"'ll"~rr I)': ~. ~~M I r (;J I LL.. a- t:.. rde ~,~,.,., ,i),€ j; t';,~IIVG. K:t:QZJ')1 ~E:.u rOl;: (~~e.I" vV 4"~./( I?/(##( d- ?t./....q..7- 1\10 .57Z'"fH'A//l:-ff~ ,MIt}(,L t?Ef /'9-LUJu./EI). ;-0 2)1;;-4-1 t.J 0'.,..!7t) ~4Cl(~ .~BI_lL r:!',c ?~(/#f'E P...ftJ~. --...\../eCD" .~ , r~~~~~ ~/~~uv~~: ~s?:'07tt.~.....rr-~..R~ >- O~OIl//'v',~~r A."~U4.);r"'" ~ E;VD t.:)Jc S'/~'-v,ft..lc. t2.,J CA-t..LA-wAU :r:;i!?/vE L-~m.;e r-~1 ,4n/Y @ ;o--~;~~ d-YuY4'd~/L P~~-fI 7" rl.9/t5".R;E b TlTT7IfL'- . /,F I~ REr)Uje~ C\ 10'SCOUcTH cCEDAR SPOKANEc WA 99204 P 0 c BOX 1482 (99210 Ic FAX 509c838c2194 509,83.8,8681, J N T E.'GR-U S A'RCHITECTURE September 7, ,1993 - -/ , Ms. Janet Lunceford, City of Bremerton Building Dept. Dept. of Comml!niry- Development , 286 4th Street' " ' , Bremerton, W A9831 0 ' . . RE: Daylighted Foundatiofl Perimeter Drains Canterbury Manor , c INTEGRUS Project No.' 9205 Dear Janet Lunceford: The; purpose of the perimeter foundationc drains is simply toinsur~tPat the' ground floor slab _on grade stays dry. Since surface 'storm water is handled by other systems, the o~y source of flow fo~ thefoundaiion drains ishiteral migration. - The geotechnical report prepared by RZA Associates did not indicate that any , . significant 'ground water was present or that enough flnes were present in "the :site soils to, presume that lateral, migration would,bea problem.', In summary, the fOl!ndation drain system is anticipated to have only very low. c flows which would percolate, into the 'site at the daylight section. Discharge will , not be allowed ~o flow onto neighboring property or public right of way., ' .' . _ c ' , "" Joseph M Hensley 'L;rry D., Hur'lberi William A, James Gary D Joralemon' Bruce Fc Mauser Mark M 'Miller Sincerely, , , George H Nachlsche'im Arlh,ur A, Nordling , John Pllmley. Go'rd'on E. Rue'h) Thomas MShine Bruce'M Waclker' ';Gerald A wirikler Kir"klund S, Wise yp/d. I' . ~ < .',' , " . "'.', ,. -: ; i" '~~. I . ,',,- " l,. _' ..... i ' .. ~ _~ I ~,'... . ~. oj. ~. . ,";- .;, , ,0 ..; A Profession~1 Service Corporation " " ~ .f ~oc ~ '\i r 1f:' C H ~ Ms Janet l.'IIll'<:'ford !J?X' l~nrN"'-\" PO<1/y R ~n ~Jr1'(,!(8rm lAtter Sf'prembf'\ I, ; qQ1 Page '? '"I;f\ 't -:." "~lY'" "\l' ~l~~~J~' :,- (tt":ry Hf'alt~. Dl.~'~rh;t fftUst rr.v;ew and ],.ich..;! \>\;" 'U? . ~jdrdi:'1zl;rg thi~ submiltaJ dir~.ct:y .'}'k~' '~!f' I -!~. 'N~t.h tht'rr: , " ")lJf~<~~u ~/j !J-f. g 1(/93 Jr3wmgs, S~{; bdc dashed lirle on (}.- \i ;.;:' ';-""~ t:: if. r 'j~'"I/.ek ,ii..~.1 tc :\34.. :',t:'gend t~)f fil~; resistive .n;':'" b" J ...:~ .\"\ ';'-",!:l' ~'::'L<(~,"'~ ~~l;'_~ heer.. ~~l.nld:nated tJ '. .:,1 _j..:.;-;..J, ~~:'f ~};f.~~r. ~1: ~, 11' ~'. in :dt~t;y ,t",g~.c.:\ ;.." cy; <,\:\lfrr.";C'j"j (.i tre ,~CiITjdor, See fajn~ " '-;J.~.',~r::c. '.,,' sl-;~~,;~t ^, ,2, , , ;~,..I. '1 :11 :ii" 1_ II ,-;~. ,g-;,~~ :'.: ._i~~(~' '~C~rl~:.,Jf" ~~J. ._'~~:;" l~'~'~':';~~::' ~" ~:1 ; .;f :JBC -,..' , ;'r';" ~;"; ~ ";r, I ~).n~ {; ~-"{~.!,~~ ~,2,(.-" l/Ai : .\ !,)~ ~ , :.:- ., ,1 '4-(,1 ~L\~. 'A'11~;: , , . l j 1 <"'~ \ 1. ,'. 1 ";"l'2.l ';' !:\4. ~ A.'~ I, 'q ..,. ,'). .,' T A' I... "".;, ~"'\~ ;.1 '~} ; iSt'. 1f1( ',,:,-;(.: '''''r'''~dl.1'.J ~'.Jt1~li~ \';,~,,\::r. . !.., " ,. '. r "I:: 'S y.' 'E' :'~ ;f{ qr. ;;~'t-:el Ag ; , ~ , t ~ I '/ -. ~ ~..;{ ~:-,,~ ~'~f~ : ,)~.~~d'-':~1.i.!2 II":. "{",:i~ ." ;'l ' ij;; YC!Wdlf Jed '. ; '-'~ t- i. !If ./,"1 - -,,{~'),., '-, . :.~ ,.,,~., to: c.c1 ~er" "'~.:r!_~'~ 'i-te. 11",., I ,: :';-'-':":'I"~l(~ U.J.~',-~J~:; '~'1 " J.ic tt::l1r'" :i?A'101i'j.<:J;;. I }:our f.1r~" .II'" ..-,:'''llj.. I'}l ;JA:\,~ "btj:.-<-l' r'LI ::H; .. -~{~."'7. ... I. ".., . ,,".' ,,': "r-',~, 't:-<1 { i... t,' ;' t,' _;1 ( ~,' ,"") .4> .1.:: <: It) :.' ,u J.l;;! ,- ~ -.. ..... .", ..:, I ~.~ ',':~ " t I' ~'; .., " "';\'"t". ''l- ~l'. ..... ,:... '".j. ,t' t-';:~~~d,:;l'/;""""'.'). '.;;:'~.f --. :,{,:. 'l~~,,' ~ (':'.~ ,~..I~'.'I" t~~ t~- >~.:,"';; ~-<'>',~ ~;qul ~~ ~J?~)t~cL:.:' t' 1~ .' \ 4 '~ "'t,1".,' ":~ ",." -.l..c;; I.; I.' \' t:.';" ~ ! . -.1 ~ 1 ,:} ,1,'\1 ... t-:,. i ""I ~.',... _' .....; I ,\' ,'. ..> ~ .."i,Jo:-- .;" \ ~ ,1 :- ~..~ " r" .. 'tf,'~t~, ~ c , ' " v. 'Ii-' \ .'_.... - ....~ \ : ~"" .~ ,:~~ p t '1 ~ '1',~ oi,;\;(:!! ;~',; ",Q . ,,~.,.ol. f+:'V' (.. 'l!ll~'~_ ~n\i\l) " tV . ,- ,I :- I !_. ", ,~- , ~ "(,I 'i, ..~ -:, .... ,:ioo > " J;-" l -, ~,' i6!Cn ~M,'Ft j-; Iv,"'" '".1., j . :. "~. " ,~.~ ':~ p .." ,{'....~ ,;'.'<':<< w{Y'# ': .~~ ~ ., ..'(f:(~ LV ..,~ i-.J ; \wne: e,. ',rt7 ?r"" ~ W\De-0'M ({J)V ..c;~ ~-"lI~1";'" '''''-t:,.''~l\,H., .l.:V'.'L~~'\'~f/' ':Jt:~i.tjJ ': 't' ::::: 1 [6/80/6D \.. -" ,.. '., -' I ~ TE C H (- S , . Ms. Janet Lunceford RE: Response to IU 18/91 Correction Letter Seprember7.1993 Page: 3 St, lf1r..lJ;-\~tt tv;') not. h(: aI1nwc.l tl) d;scharge onto adjacent propenies. A ,epar,ltt' I..tiel tl) thi" li'feef is fC>ltllCC111,irlg from our civil engineer. c; '~, 1'( ',~k v..',:l-.s aTe IH"";'lje,~ withir Lne l)fOptrty inter-:ol1l1ectir.g the end of ;:lit;: walk m', tIle north side of Clare Avenue to the south side walk of Callahan Dri"", T1',." r'nJt~ fnl)nws the serpem:ne path around the nonhwest end of the hui,,jif1g, t";-\,,,! '1<""0'\<: thp triangular open space, thtn north to Callahan. A ''.Y'.iWlL1gy pelmit .1p{dicaJ;m1 ~a... ~llbmltted to the department of fisheries ;uly 16. Per fd~ph(\1'l~ .;onversati0.n with Mr John Beltner on September '1, it is my :.JJ1der<;tanding .h~r all of rh.::ir l:,'ncern.s have beel1 addressed and a permit i" fort\1l'nmir:g CO.\iCLl!SION P;;:;",:,e!d.\iIS~ lffiffit:diatdy \~t (irj'f i~,uc"; th<it remain unre..<;olved I plan to revisit the llf\artrne.l? ;m.~ plans .m(~ dt~Uhlf ,;r.\"...k ',hat d;!nt;;1~i0naI .:learanre5 an': .:oordina!:ed for CUi Type A & B handi.:apped al~(.essiblc requirements. Also, we h?ve evaluated Imf i'19'. WSFC wmpliaflL~ opriul's. Our olio of window area to f1(,.'i a;ea is iit',ptl xima1dy 8 perl~~nl On ~his has;s, tl1c: prcject WIll utiliz~ 199' W5fC ,~0'J1piia~lCe pn~l.riptjv c upttl)!'! 2 to meet energy code requ iremems H' it is acceptahle INP. Wl:\ ,'nmpl~H~ and ~ubmi~ ,hI:' wftrkc;heet unct' our window ~,..pp!it:j :" known sc that the w~"!'~"\\' ,;, ht>,i' df ',,"!;W Yil\t:'Ai in accuratdy. In dddit;ur.. the owner intem~~ hI participate ':11 Puget P;~wer's "Comfort Plus~ program I under(jlann some (h'f1"'t~T1t:Hil1r1 is req"ired frurP the city. ph~ase adv;"e me of Gin,! ;I,t;nn r,~Quired on ",r r111 to se,:urf> pnt>rgy t")mrlianl~e certificatinn. :1idnli: j"v fel your r.iSsistam;e ~hrough'Jut d1is proc~;s. OUf dient is ,)pfmistic 'bat ,tJ\ ,I:;" }lleces will. he in place "J star! constru.:tion arou:1d September::' 1:Ci~dlv ale:t F t ~lJ'Y snag\; In pt>rmitting that would de-1.ay this start date, 'I"j ery t'1.lly yours, IJ'..Iif:CRUS Arch ;~"Cf1J"f', p,\ " Attachments AS.'\12LIS\L~-rrEP.S\~tM",IU'T i r0CI ::1 :J!:-1JiJI 8j;':[1 [E./80/50 e" .. CITY OF BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION DATE: 7-9- 3 ,199 . TO BE COMPLETED BY 7-16- , 1993 St. Paul's Episcopal OWNER W. G. Clark Const CONTRACTOR 700 Ca 11 ahan LOCATION OF JOB FOR . retirement homes C#k e. r tJt!? 5 }C)t?~ .u.c t: r'N"'/IV(. ENGINEERING COMMENTS/REVIEWED ~Y ~ . &.~r ~r A/A-'r . ,L),vy V/ 7?:J ~I4eE~ L UJu./cl ;c:J b24-/ t.-J P~~17' - A/EEu L-E TTEI? ,..- RPPf..-7 77/Z o ~LI. ..( #VAJ ~ ~~r.f?,F/- ~ L::#R. ;-..I /---0 COII////E.c/ dV/9'UtJ~ Y ,/ EA/D *,q- (5J!\/ C/9-t..LA-WtfV 7:;;12/ i/ E /'--/&&.0 L€-rff,e r~/f //Y'/Je/lvc-/ c. P .ERY'-f I 7 J rl.97E.J?M!..s b:TJ7-77 /l/C 13, tC'E 7}u) i?:. €--b /".-: '\ REGRfPT # OR6S?~ g .R g t4 FR'" (I N n !I J I. n '! N f.l g1'l'i 1 d i.THJ h::'~-1?? lOCH Rto:rZ AdEipt~r ]4-'~88 .loon Sa) €'!f:l of Haps/Pnhs l6'-341. sooo ,J '* 'J'b i ri f:; Not- 'A Pl"'.'mi 1- ;,',; n ..~ PAR 'I' H F N 'P Pf"i':111i 1- fj'f.'~"",~ $ J () ,1 :1 9 . ~ 0 Qt, h""Y.' Ff"€r1 !;> .1 ~. R . 64 $ . on ~i, em] Ilfl Pt'-PI'; l\.mrHHl ~ P;,d rl ~n en -';'}. ~o $" 0.1 :--\<). ,r.:,o .. ~~, "'" _ _. _. ..... ....... ',_ _~ ,.ri.. . ..~ _ _, ._ .... _~... ,_ _n'n." ,..~... ...,_ '. ~.,,_ '~."_'" '.'_" ~.: 'I Ii:l 3 q . 1:,0 fo?f"Cf"iVi'-'d [1'n~m: F.p: nt~opa '/ H0t.', rf'fill';:}d' it ') W;fJ \ \ \ \ \ \ \ \ \ \ \ ) ,I- -_ _ Ort". 18 I 19tH P l ;'HI C.tH'r;ltF'F(~n Amnl.H1 t Pnld :;; 6~.~H}.~H _.~....... ..-............ _"~ .1......-.- ~.~.~.....r'........__~ _.... ..~.~ '''-.- .. -,....... .~.-. ......,~. ~.....- .-.,. $ hfl'JO.r;$ (.:)<~4!), g300 CiF-H Payment' ,H h"-'Y.' !"pf"'n ~:;:np.rqy {:ll,ngf' ni',at e n/ C (.4'1' ?Yl. ,1:1 '1:'1)1 ;'\,1 F,"'F'~; J\mnun t P,.d d P r i. <1 r f? a vmA n I- Oill:.nl('t'O j)l)P< On 'I () II H / I, <) 9 'S },'o'" :if)'1I\P(lf.'1?:-;' ,:- .,' .no $ ;>81,'111 $ l'Hl,0,'t t,; 1~4.I)n .... ..' .. ~- .. .. . '. ", .. ~ . - .. ~;! ? 0 1 3 , '-$ 2 $.104')?h4 $ ;.1190,hli . -.... _. ',' .... . ., '" -. .. - -. ~ .. .... I,,~'" .;> .IH; ,). ~) JUL 1 2 1993 MUNICIPAL UTIU ,/ ~ /' ,/' ,~ B REM E R T 0 N B U I L D I N G D E P A R T MEN T P E R M I T A P P L I C A T I 0 N -----------------_._------------------------------~----------------~-- --------------~------_._---------------------------------------------- Application Date Issue Date Assessor Acct # Site Location Owner - Last Name - Street - City - Phone Tenant's Name Agent's Name Architect's Name [X] Building [ ] Mechani ca 1 [ ] Flumbing Building Contractor: Contractor Street City Phone Represent.ative state License # City License # 07/09/1993 Application Number 93AP06723 Permit Number Project Group 94-3160031 700 CALLAHAN DR ST PAULS EPISCOPAL 700 CALT..AHAN DR BREMERTON (206) First RETIREMENT COMM MI State WA Zip 98310 Phone(206) Phone(206) INTEGRUS [ ] Grading [ ] Move Building [ ] Mobile Home Sign Burni.ng I.,and Cl ear [ ] Paving [ ] Underground [ ] Demolition [ ] [ ] [ ] W.G. CLARK CONSTRUCTION 408 AURORA AVE NORTH SEATTLE (206) 628-3137 GREG WGCI.AC* 3 '1 ONO CO. Zip 98104 '-:<II State WA Expiration Date 07/01/1994 Expiration Date Nature of Work: Constructio'n of a new 76 uni t retirement housing project. APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND AVAILABLE FOR INSPECTION. Building Valuation $4300000.,00 Council District Census Tract '. Construction Sq Feet Inspections Type Required \ Residence [X] Zoning Foundation [X] \ Business [ ] Type Framing [X] , Other [ ] Insulation [X] New [X] Plumbing [X] Repair [ ] status Mechani.cal [X] Remodel [ ] Code Wallboard [X] Addition [ ] Final [X] "I ~ / J )~:;~:::::::::::: lj~ij-=::'9'=!}!;:::::::::::::::= :::,:=-=:::::::::=::: ~= =::::::::: =:::::: =:::::::::::::::::::::::::::::::::::: :::::-::::::::::::::::::::::::::::::: ... ..v-~ _ ~ ......... B REM E R TON - ~"'~ ~ - / , ~ ".~ ; BUr'l-DING D E PAR T MEN T ===~:===~~~~~~~=====~~c~=~~===~===~~::=~=~-~~=~~~=~~=;=%=~=~~~~=.~~=:~~:: Pf:1:R.MIT A P P LIe A ~ [ 0 H Appli, cat.ion fj(';\te Issul7' Datt', As~;esBor. Acot '# Sjt.l?~ TJocatioo Owner - Last Name - at t:"0.'et, - City '- Pho:ne Tenant.s Name Agent's N~m(:'; Archi t~ct 'l:; Name- [X] Building [ .1 Mecuauical [ 1 Plumbing 07/09/1993 Applica.tion Numb~:r 93~P06723 Pernd t: Numher Pr.oi~~("t Group 94-3160031 700 CALI.P.;,HAN lIR ST PAULS EPISCOPAL 700 CA1.f..,AHAN DR BREMER'l'ON (206) Fl.l.s,t, Rl?:TJRf!;MENT COW'! M:l; State WA Zip 98310 Phone(?06} I?bonf> { ~'(6) IN'l'l!:GRUS [ '1 fJrarlilH1 [ ] Move Building [ ] t1obi] e Home Sign Bl.l.r.rdng I,and Clear ( ] Pavin9 r ] Und0rgl~i1und [ ) nemolitjon r 1 r 1 r. ] -~--------~~-~-~~---~,~~_._-----_._---~~-~---~~-------~-----~-~--_.~-------- Building Cont~actor: Cord; rac I: ('1'1:- at n:,fJt ci.t.y Phonf.> R.epresentati.ve state l~i (lPH~e if Ci 1:y I,i Gense f1 W . G . CI,.ARK CON STRITG'l' r ON GO. 408 AURORA AVF; NOR'j'H S 1.0:11.'1"1' t, E (106) 628-'3137 GR14~G wnCIJ\C*.:170NO 7.ip 98104 Eltat e vm j~xpi nilt :i on D!'!lte 07/01/1994- Expi r.atl,('JI'\ Dt:lte ~ntute of t'lork: Construction of a new 76 unit retirement Louming projeat. SITE ANn APPR.OVED PI~ANS AND S tTE Pt,AN AVAH.ABl.E: FOR I NSPEC'rT{)f,j . ~o~ Building Valuation 1 It '11 '1 ::7 $4100000.00 Cauncil District - - - ..-......... .-..-,p.j. -.......... - .., ........., ,... -'........ - -.....--...,. ---- ........' ............,..... .... -....... -... ..... ..........--- .....__... ......-- ....-....... --- ..................... ,-_..~ -- Census 'l'rar,:t Constn,wtion Sq F'e-et ~ ~pect:i non 'fype $? ~~q:ui.rcd ~ tl'::::: t;::o:.. c::i:, , ~ '!. 4f'J/ Residence [!:] Znning fi?i:"" ~.nd~ti"" [X] Btud ness [] 'T'ype ~ ,::; I.... -;;S amJflg [X] Other f] ~-:; ~ U'tr"Asul at-ion un N~lW [x) ~ ~ ill ~I umbing [xl Repair. f] S1:aruH ~ (::f ~-1eeh'Hii('J<.dIK~ Remodel [] eod~ '!!!) Wall hoard, [XI : Addition r. :1, ~ f"inal ,I.X] ~"" from~ ~ "P:e1tYr)' , 7~"9: ";~ "~"" """ "" ~""" ~"~" ="""'"" '""" ~ B REM E R T 0 ~ RUII..DING D E PAR ~ MEN T 1?F.RNI'l:' A P P LIe A ~ ION - -.- -----.-..." .- - --__ ______ - ___ __._ _...... - ___ __ __ __ __ __ -0-__- _______._ _...._..-._..... _..... ...__.___ ._...._.___._...__.,..........._._ _.._......"..t.. _..".._..,_._...,_._~..._"'...__.._.__._.-.__..__.u,......_.__..._"'___" .,._ ...._...._ .___ "~"''''_ Application Dr:!.te Issue Dat.E:'! A.ssessOi:" Ace'!: ~ nitIS' JJocation Owner - Last Name - street - Cit.y - Phone Tenant9s Wam;:) Agent 0 s Naml\? Archi ted~ 0 s N&WG un Bui 1 cling [ ] Mechanic<:ll [ ] Plumbing Building Contyoctor: Contr.elCtor- St.reet City Phone RepC0sent(J\,t.ive Stnte 1ir.\?nn0 H Ci t y. (,icensF? if 0"110 9/ J. 9 9 .3 Av,?licat.ion l\jpmh~~ 93AP015723 Per-nit N'Ul1Ib~j( Project Grcu~ '34-,1160031 700 ~AU,AHAN DR S~: PAULR F.P X SCOPA,'.... '100 r;AT_,1.,ll:;H~,N UR l3R€YigRT.C)j\l' (206) F.irst RETI~~MENT CO~M ~I state WA Zi~ 98110 Phone(206) Phon~( ?O()) INT~GRUS [ ] C):Eid~ n9 .. ";1 Sign [ ... Pav:tng J 1 r 1 Nove '8ui. J. dI..; ng r ., Ruruing I: ] Und0t'gr.ol!nd I'. 'C .\ r ] MohiJ8 H oril2' r. ] ~'<47y:l (~1 ~fl);, r ] De>mol i 'cion ~"1.G. Cf..,FH~1;C CONST1.~1jC'l'LQN CO. l}Ol:\ t\UROJRA ,\<1VR l\HP'.l')H S~ATTi..g (206) 6)A-3137 ~t8t3 WA ~ip 9810g G'" ~n ~,'..~:)jl".:.' iiIGG],,0CIl, ~nONO ~~pi~ation DBt~ 07/0J/1994 ~ ~l. ~ i ': <:\ 7. i en Da t r-:.: Natv:;-:-e of Work: Construotion of a new 76 unit r0ti~Fmpnt hnusjng proj8c~. AP.r:>ROV~D P~Al.\JS ~~~",~X!E PJ.,AN ~US'X' RE\IIUH~ ON S.ITE ANn " J )l\VAI/.ARl'F. FOil IWRr:/,~'.'ON. I .., \ '" 5. ,.1 . \ l...er r.e ,cJ"3 IFlooJ <U L hVlD).c: !3Dx ~"5 IC-i.'l'-A.i..e.d -<.) t7-- TC/~"2 O-.dr,,-( / qv..I'r..f .' ::J. J , . '^VV\~(' '5Wltd"- v"equi'r.ed en 6~nV\.-k/er-SLf.6~ .<lJf/ood ~ du...C+ ) ~t,l.e.'C~,:.ov-{."\V'\--. ~v'<; \0..'...... 5G%5'~VV'\ '('..QJj'lAl'r.i;)~'V'\ . L.evV+fev. I kl/okt---l-LV\. ~wJ r'1~hC0~ DK. 3u~t1hng, V,t:'lt~Cl',,~Oil 6 S430CJOO"'Lf)r3":- I.. I-I!- 7 It. - -.f,d,<-fl r. 1fj__ - 5:{;i,{t-- _~. _ -'" - -- ---, ,. -' :y,J j': J~ ... f: /LCJ.,-=. - -I:.l.e.4. d-e..d. Council oiHt~ict Cena~s Tract Conntructiory Type R{O'EliclenC0 Busi.ness Other Wer<1 'Repc.d !':' R~model AdcH t:i on on r 1 '- I [ ] [X] [ J [ ] [ ] ~~~~@W~W .~~;~" .~ ~~I\.l)<' cO c>, C! ,,,, () Inspection!s Required Fr..luDd@ti()i'1 [X] !framing [X] Insu.J Qtion [:in Plumbinq [X] J>~e('h,,!nim~l pn ~..;y<:lllboard [Xl 1" in fl} un (~nd.8' d~=::::-::::: :':7:;'9~ 2:f~ :::::::::. ~.;::::-;;c: ,.::: =,,::::::~:::::-::.:.: -:;'.;:~::, :::==::::::::: "':-.::::::: "':-::-:::::::: ~:-:: ':'::.::: ~":-.::::.::::::-::::::"::-.::::: /, CITY OF BREMERTON Gateway to the Olympics and Home of the Puget Sound Naval Shipyard America's Most Liveable City BUILDING DEPARTMENT June 18, 1993 Integrus Architects 1600 The Exchange Building 821 Second Avenue Seattle, WA 98104-1503 A TTN: Greg Hough Dear Greg: Per the faxed message of June 17, 1993, your understanding of the definition of a basement versus a first story is correct. Our interpretation ofUBC Section 420 has been that if any portion of the lowest floor level is more than 8 feet below grade, the floor level is defined as a basement, not the first story. If you have any questions regarding this matter, you may contact the Building Department at 478-5275. Janet Lunceford Building and Development Specialist ~ - ~-~v +- (- . f::-;j'~ ~. .r ~ \-U buJ'j 1\ tJv1. ~ () fl s I~l~~ +, cc: file 239 4TH STREET . BREMERTON, WA 98310 An Equal Opportunity Employer M-E-M-O-R-A-N-D-O-M July 27, 1993 TO: Janet Lunceford FROM: Derek Skanes SUBJ: 76 UNIT RETIREMENT HOUSING ST. PAULS EPISCOPAL CHURCH Building Application Number: 93AP06723 Site Location: 700 CALLAHAN DRIVE Tax Lot Number: /:/..........~.~. Owner: ST. PAULS EPISCOPAL CHURCH City forces will install the 4" fire line from the contractor installed 4" gate valve to the end of the double check, detector, valve assembly. (NOTE: The plan shows a 6"gate valve in this location.) The 3" Domestic service is to be installed by City forces from Contractor installed "'4," . gate valve to the 3" OS & Y gate valve past the meter in the vault. The 2" irrigation meter is to be installed by City forces from the 6" main. city forces will set meter temporarily for the contractor to test the double check valve assembly. When positive results from a certified backflow tester are submitted the 2" turbine meter will be set permanently. City forces will do wet tap on water main in Callahan Drive and Hemlock Street. Contractor to supply and install cast iron tapping sleeve and tapping valve before City forces arrive. supply backhoe and laborer to assist. Wet tap only charge is $220 per. Please call 478-5318 for an estimate of materials to install meters and vault. This The difference of actual cost will be billed Approved: Dc OA.~ __ '- C::::;-~ ~. - ~ _ Logged In :7~/zr~~ - . ( costs for time and is an estimate only. or reimbursed. Date 8-4-9.3 t, " .; IN'ffiGRUS Architecture, P. S. 1600 The Exchange Building 821 Second Avenue Seattle, WA 98104-1503 ADDENDUM #1 Int~grus Project No. 9205 August 25, 1993 ST. PAUL'S CANTERBURY MANOR Bremerton, W A NOTICE TO ALL CONTRACTORS: This addendum is part of the Documents dated 8/16/93. References made below to the Project Manual and Drawings shall be used as a general guide only. Bidder shall determine the work affected by Addendum items. PROJECT MANUAL Item #1.1 Item #1.2 Item #1.3 Section 00020-Invitation to Bid CHANGE: Second sentence page 1 to read, "Quotations must be submitted by 3:00 P.M., September 9, 1993." Section 00300-Bid Form & Section 01600-Material and Equipment CLARIFICATION RE: SUBSTITUTIONS: Use of the word "exactly" in the first sentence of the bid form is construed to mean products and assemblies equivalent to or better than what is specified. BASE BIDS which include products not specifically accepted by the specifications, but meeting this criteria, shall be submitted to W. G. Clark with a CSI substitution request form which explains the deviation. Similarly, the first sentence of paragraph 01600, 1.7A shall be construed to allow equivalent or better products to be included in the BASE BID so long as any deviations from what is explicitly approved in the specifications is accompanied by a completed CSI Substitution Request Form. The "VALUE ENGINEERING OPTIONS" section on page 00300-3, provides a mechanism whereby any reasonable product or assembly option can be submitted for consideration, with the goal of achieving a more cost effective project. Section 0771O-Manufactured Roof Specialties CLARIFICATION: Attic Vents paragraph 2.3A, Ampcor RVA-151 is referenced from 1993 Sweets. Equivalent aluminum mushroom type vents will be accepted. Net free area is 150 square inches in lieu of 151. ARCIllTECTURAL DRAWINGS Item #1.4 Item #1.5 Sheet A2.1 CHANGE: Move Door 18 1'-0" min. south along roughly Grid 23 extended. Wrap handrail around comer at Grid E/23 extending a minimum of 12" to meet barrier free handrail extension requirements. Sheet A2.3 CHANGE: Dimension string along Grid C from 12 Line to 16 Line shall read 23'-0" in lieu of 22'-8 5/8", and 23'-0" in lieu of 23'-3 3/8". 920S\GMP-8I'1lCS\ADDENDUM.l ~ 'i ADDENDUM #1 Page 2 ST. PAUL'S CANTERBURY MANOR Item #1.6 Item #1.7 Item #1.8 Item #1.9 Sheet A3.l DELETE: Room 42 designator near Grid D/18 Sheet A4.1- ROOF PLAN I 1. ADD: Detail reference 20/Al1.2 at west overlap of 3:12 and 5:12 roofs. Tag midway between Grids A & K, 1 & 2. 2. ADD: Indicate two Dryer exhaust vents at approximately Grids 8 & 24, crossing at line G. See Floor Plan for grid reference, and Exterior Elevations sheet AS.l for approximate location. Reference Detail IO/Al1.2. 3. ADD: Indicate Trash Chute exhaust fan at approximately Grid 24 crossing with Line G. See Floor Plan for grid reference, and Exterior Elevations sheet AS.l for approximate location. Reference Detail IO/Al1.2. 4. CLARIFICATION: Overframed 5:12 gable roofs along M Line between grids 10 & 13, 19 & 22 are graphically incorrect. North- South eaves are at same basic level as eave along Line L between Grids 13 & 19. Valleys emanate from this reentrant corner rise to the 5:12 ridge, then drop to the roof edge basically opposite the starting point. See Exterior Elevations Sheet AS .1, and Roof Framing Plan Sheet S2.S for clarification. 5. CLARIFICATION: Ridge vent termination at 6:12 roof Grids 10 & 22 should be held back 6":!: from eave edge. 6. CLARIFICATION: Eave overhangs on returns from 5:12 roof gable centered on Grid 16 along Line C is 6". 7. ADD: Ridge vent at south Dining extension midway between Grids 30 & 31 extending south from Line K, stop 6":!: short of eave edge. Sheet AS.l CLARIFICATION: Exterior closed soffits shall be painted C-S6, white. Reference sheets A3.1, A3.2, and Details VAl1.1, 12/Al1.2, 23/Al1.2, and 24/Al1.2. Sheet A6.1 1. CLARIFICATION: Depiction of eave overhangs at Sections A-A & B-B are not fully coordinated. Roof Plan A4.1 shall govern. 2. CLARIFICATION: Depiction of foundation conditions are approximate. Structural drawings shall govern. 3. CLARIFICATION: Beam to Joist connection shown in Section F-F at Grid 31 is incorrect, Structural drawings shall govern. 9205\OMP-SPIlCS\ADDENDUM.l '\ \ '} ADDENDUM #1 Page 3 ST. PAUL'S CANTERBURY MANOR 4. CHANGE: Detail Reference 24/Al1.2 indicated at Grid J, Section D- D to 24/Al1.1 (SIM). 5. ADD: Detail Reference 19/Al1.1 at sill in Section D-D, Grid J and in Section F-F Grid 32. 6. ADD: Detail Reference 24/ Al1.l at window head/sill beam occurring at Grid 32. 7. CLARIFICATION: At Section B-B see 8/AI0.3 & 9/AlO.3 for gas fireplace elevations. Item #1.10 Sheet A7.1 1. ADD: Concrete foundation stem walls require dampproofing for all below grade locations. See Detail2/Al1.1 Item #1.11 Sheet AlO.2 1. CHANGE: Detail Reference 15/All.2 in drawing 26 to 15/AI2.2. 2. CLARIFICATION: Detail Reference 24/Al1.1 in drawing 26, should be noted as (SIM.) ~Jtem #1.12 _Sheet A 11.1 1. CHANGE: At Detail 4, Change "GYP. BD. SOFFIT FACIA" to "~" HDWD VENEER PLYWOOD FASCIA" 2. ADD: At Detail 27, Note: provide roof jack as flashing to route refrigerant lines to Air Conditioning unit through. Weatherproof with foam sealant in any voids between the lines and interior face of roof jack. Item #1.13 Sheet A 11.2 1. CHANGE: At Detail 18, add missing leader from top note: "2 layers..." and point to double line wall cladding shown. 2. CLARIFICATION: At Details 17 & 18 reference wall type W9 for shaft wall closure construction. Item #1.14 Sheet A12.2 DOOR TYPES 1. CHANGE: Letter designator on farthest door to right from E to G. 92llS\OMP-SPBCS\ADDENDUM.l '\ \ , ADDENDUM #1 Page 4 ST. PAUL'S CANTERBURY MANOR WINDOW SCHEDULE 2. ADD: Following Detail designations: W5 SILL, 191 A11.1 W11A HEAD, 251A11.2 W12 HEAD, 251A11.2 W13 HEAD, 24/A11.2 SIM. W14 SILL, 19/A11.1 W15 HEAD, 24/Al1.2 W19 HEAD, 24/Al1.2 SIM. W20 HEAD, 24/A11.2 SIM. 3. CHANGE: Following Detail designations: W5A HEAD, 11 TO 24/A11.1 SIM. W16 HEAD, 24/Al1.1 SIM TO 23/AIL2 W17 HEAD, 24/A11.1 SIM TO 23/A11.2 SIM. STRUCTURAL DRAWINGS Item #1.15 Sheet S2.2 1. CHANGE: "2x10 (SLOPED & HORIZ)" noted along Line 32 between Grid D & H and between Grid 30 & 31 roughly along Line L to 2x12 (SLOPED), 5 1/4"x9 1/2" L VL (HORIZ) 2. CHANGE: "2x8 outrigger joist brace back to 2xlO w/2x8 struts @ 24" O.C." noted along Line 32 between Grid D & H and between Grid 30 & 31 roughly along Line L to "2x8 outrigger joist brace back to 2x12 wI 2x8 struts @ 24" O.C." 3. CHANGE: Framing note for Dining extension south of Line K, between Grid 30 & 31 to read "Low Roof Below 2x12 @24" O.C." Item #1.16 Sheet S2.4 1. ADD: Common Balcony along Line J between Grids 8 & 10. Configuration and members are opposite hand to Common Balcony shown along Line J between Grids 22 & 24. Item #1.17 Sheet S2.5 1. CHANGE: Eave overhang along Grid 10 and 22 shall remain constant as valley transition is crossed between 5:12 eave and 6:12 rake. See Architectural Roof Plan Sheet A4.1 for overhang extent. 2. CLARIFICATION: See Lower Plan portion representing Grids 12 to 31 for framing and configuration notes applicable to the upper plan portion representing Grids 1 to 12. 920S\OMPoSPBCS\ADDBNDUM.l , t ADDENDUM #1 Page 5 ST. PAUL'S CANTERBURY MANOR Item #1.18 3. CLARIFICATION: Location of all roof penetrations not available at time of printing. All affected bidders are responsible for coordinating their respective scope of work with the Architectural Drawings, and Mechanical and Electrical Drawings to be issued by subsequent Addendum. 4. CHANGE: Vertical truss members do not occur at ridge. Rafter top chord (and bottom chord at contractor's option) shall extend from Corridor bearing line to center ridge. See Architectural Wall Section 3/A7.1 for location. Use Simpson TP15 splice plate, as shown, at ridge line to splice top and bottom chord extensions. Sheet S3.1 1. CHANGE: At Detail 1, 2xlO sloping to 2x12; 2x10 horiz. to 5 1I4"x9 1/2" LVL. Delete reference to LPC6, replace with "See 29/S 1.2 for typical L VL connections. See also Detail 24/ A1t.l and Item 1.11, #1 above. 2. CHANGE: Detail reference 2/- at Detaill to 8/-. 3. CHANGE: Detail 8, 2x6 rafters indicated to 2x12; 2xlO (SLOPED) rafter at grid to 2x12 (SLOPED); 2x10 (HORIZ) to 5 1/4"x9 1/2" L VL (HORIZ); delete note LPC6 each side of 2xlO, replace with "See 29/S1.2. " *** END OF ADDENDUM #1 *** 920S\GMP-8P1lCll\ADDENDUM.l 7-/(- 94- ... ... __ -=..;_ ._u ~_...-~~-:-.~~--.~---- .... / IV ~w_"rloN+;;ti;"'RO~" ______.__._____...._._______m_____j__ .----- -------1. ! ; ; : : .: . i -i ;. !< \i- I! FR()M/N(~ __________--------1 : ::; -- LEV EL I: 0J€srl i ;;:;-----------.:.:;--r;------------,-------- - __ LEveL I: - 'j.\ ~Sl .ii 2. '" 1> Lr; VeL \: WE.~I- ; 3 Rp Lrrvl:l- _ \i--- .-I/lqm kAlTI1.Y ;,IW.{ WELLS ,<: rr I'J) / AI rj /\,')6'(. iJls. -roR... I i I A "IT Ie.. i i .i! -.-~------l. I: I --------------~ K"" 2,10 Ii K:5 5.. S-1O~~f RfV1 3:) I &)){)f1~; R.M 34 I' 5T flF ...cLu~ Ci?~""1H3 \: I".e;4 $ /.i cRYI'\ - 1 : I; I I I I i 1 .I I - I FINAL ----_--------!..-----.. "< ;. --1 -------L I --------t-- I I -----------1 I j i ; ------j--- I I i I " :L~~t i __ ~ ------------iX ~ L/~ m_~ 41-L Mi'1/( ~ I ---- ------------1 I 93-3~4 B R ~ W E R TON B U X I D I W G D E PAR T M R N ~ !?E~~1I~ A ~ ~ ~ I CAT ION - - -.... - - - - - - - -.... - - .....- -- -- - - - --.- - ......- "...- - -........ ',-" - - - - -. - -- -- - - - -"..... - - ----..,. - -.. - - - --- ---- - -- - -...- yO' - - __ .;..... -'- ----.... ,.. -..... _.... ,-,..... ~~._ _. _....., _........... _ "'.'_'_ ,.. "'" __ .<._ __....,.. _ ,.~ _ _..._...~ _ -'''(I~..... _.... __.... __ _ _ ~.'_ . . Applico.tion Date Issuo DaltG Assessor. Ace'\:" ~~ Site Locat.ion Owner - La8t Name -. St rcet . '" -. Cl \-. 'r. ., Phone Ten2l.iO.t · s Nt;l,me Agent. v s Name Architect's Nam0 [X] BuUd.ing [ ] Mechanica! [ ] Plumbing Building Cont~actor: Contractor street city Phone Re19F."eSentativ8 st~t€' L:i C'~nSE: t5 City Li.cense * 07/09/1993 Applic~tion Number. 93AP06723 Permi t. Nmnbcr. Project Gr01Jl~ 94- 3160031. '100 GA!...J..m'H\N n:R 8~ PAULS EPISCOPAL 700 CAI,I,APAN DR BRElC1ERTON (206) Fi E"st R.ETIREM.f>~N~i:' COM~.Ij1. JYi! St.@te WA Zi~ 9€310 Ph.one( ?O(~) Phon~(:?'(l6) I NTl~nRU 8 [ ] GJrflcHrlg [ 1 ["love Btd.l di ng r ] l-:!obi J (" J.~omE' [ J r ] r J Sign irJurni ng :("md. GJe@2"" r. ] Paving [ ] th1.o.~rgro'l..mrl [ ] Demo]:~ t:i on W.G. CLARK CONSTRUCTION CO. 408 Am<?tHU\ AVFS NORTH SEA '1''.1:' f. ~ (206) 628-~H37 GREG WGCr.AC~ 3 '/ONO Zip 98104 stf2te WA EKpir~tion Dmte 07/01/1994 <;;;;li:pir-ation Date NatuY.'e> of r'1od~ ~ Construction ~f a Dew 76 unit r0l~r.ement housing project. APPROVED PJ~ANS Af-JD S IT]<~ ,P?(,AN t4HST RE\<.~.AIN ON S ITE Af~D AVAILABL~ FOR INS?ECTI0N. un [ ] [ J []i] r ] [ J [ ] ~ - - - >> -. - - - - - -. - .. - .. -. - - - _.' ':::::: 4 ::::~ =* = :;;:ry":: "" :- - .. - ., .. - - -" .. .- - -- - .. - - .. - - - - - - - - - - .. - .. _ ~;;:;;::;;':;'" .... - :;'--1:'13 - ~P1~-1~ ;':93" 'h-;;~:'faP A;;;;.o-Vti; - - - -.- - -- Building Valuation Counc.:i! District COlJf1 t cruct i Oh1 Ty?:>c R e Eli Cl. G':>W f) BUflines.9 other NevI Repoir Remodel Adait:i.oTl $4300000.00 G~nAl\a "i~'i.:'Cl.ct ::i~ 1'i'eet Inspections Reglli,,:,cd 2:nning 'i'y':?8 !:"ound a t ion 't'4' . .. l:"C2ml.ng ImmJ Dtion Plumbing .Me(?h~nicGlJ ~^Ja] 1. bC)an~ Final [X] I. 1 .X.. LX] [Xl [X] /)n [X] stZ''(.UB Code } '.~. . I J .. B REM E R TON - PER M I T B U I L DIN G D E PAR T M\E,N T J, 07/09/1993 94-3160031 700 CALLAHAN DR ST PAULS EPISCOPAL 700 CALLAHAN DR BREMERTON (206) INTEGRUS [ ] Grading [ ] Move Bui 1 ding, [ ] Mobile Home $4300000.00 A P P L I CAT ION Sq Feet ==============~~==~================================~===~====== W,G. CLARK CONSTRUCTION CO. 408 AURORA AVE NORTH ' SEATTLE' (206) 628-3137 GREG WGCLAC*370NO Application Number 93A.P06723 Permit Number Project Group , First RETIREM~NT COMM MY , , state WA Zip 98310 Phone(206) Phone(206) j Appl ication Date ,.' ~. Issue Date Assessor Acct # Site Location Owner - Last Name - Street - City - Phone Tenant's Name Agent's Name Architect's Name [X] Buildfng [ ] Mechanical [ ] Plumbing Building Contractor: Contractor Street City phone Representative State License ff City License :It [ ] Sign [ ] Burning [ ] Land Clear [ ] Paving [ ] Underground [ ] Demolition 't", ~ \ state WA Zip 98104 , EJtpi'ra,~'i(jlnJ)ate-:,OigIPJ./1994 . .," .' , . r. . ,\.. 1 ':~ . .., . ,,~'xp.ir;ation ,Date','! :' \,\,' :' , Nature of Work: Construction of a new 76 unit retirement hohsing project. ;~:':.~ 'r ~";'. ': ' APPROVEP PLANS ANDE'i,E PLAN MUST REMAIN AVAILABLE FOR INS? CTION - .' Building Valuation Council District Construction Type ON SITE AND ~ ~ 'YV' ~ Cr\.--t5 Census Tract Inspections Required Residence [X] Zoning Foundation [X] Business [] , Type Framing [X] Other [ .1) Insulation [X] New [X] Plumbing [X] Repair [] Status Mechanical [X] Remodel [] Code Wallboard [X] Addition [ ] Final [X] \~1~~;~====~:~=~================================================ r . .. ~t" c. 'oJ .~~. K_- l . V ';;. . 1"'-. V' . 3 Shl/~-e. S + bL ~~ ~. x . ..- , ''1S,l eq 0<.:) ~ . _, ... )--, . . . R('of- SF n ....1<. u.... $ ~ A' ...,. - SyfG.- a,..,.-t:... , ~,~& ... ,. . - . - . ~f1~. rlbi ~~ F~s ~~~~ ~';-; ~ ,,&",,0 j r t=:n> ,,-h f' Q.o", -lr-o ls c...... S {.e'oi f l' p<' , '(e..-k \- s:., ,II" mko '" ~ \.). c:..otJ~~ "',"'11 ' - - .- - ..- . il" ~ J.t6L{th. W~ ,~p ~ '~~.~ I~o' 01'"\ ,IJ ~~, ~. ~-h/e I l~~.rj .. ." - \q G) h~c- i~, - - '. ---/- r.+-. f. /. lCLvvv.Lr'1 } ~,~ ~ . I / ? ..- l \'1 ' H~lt- roo.... }I~h1 ~... rC/ rt-:/ hr;-. AS.w rY\~~7 .~~... 36 .( G-k:::,(j.J ~I r /' 0 d2~ . . or (\ G Y\. /- CJA ~~-'JSi -h~ _ . "'l I IJD ~ l <.J . / .., . ~ -- vI.:1 /o~ b . I. ':::> '. fj.... ~ ./~(<IS I ~/ c9 ~'~ IeJd4; Y0J- s,~ -- "-.. ..41V-,1 (~L; '=- . - Lt'c{k~J~ trf'- .............. . . 1 I'.., -V ." <i BREMERTON BUILDING DEPARTMENT 1991 WSEC Compliance Worksheet--Electric APPLICATION NUMBER: r 3 A-P 070 23 APPLICANT:EPISCo,P?.4--L .ee77/ZeMGN'r Ifo/ll4F~ or:=- tve57a2./V I SCOPE OF WORK: (2gNEW DATE: err B ~ q 3 SITE ADDRESS: '700 C-4~~1M7V' p,e/ve- BR-eMG7ZroA.J M 1\I:JPXX~()1';lI=I~QDEt{tl HEATING SYSTEM:E~c772IC fIy',t:::J.;<:20/V16 t8A-s:€:eo~ ~q50 (7.4%) TOTAL HEATED SQ. FT. GU\.Z.tNtit.I.@tNG 'ffift99BM"Y~V#t ?::?'Ai'{J1;!f?{) }""}::':""',',.,...,,..... . 1 0% 0.46 12% 0.43 2% '0. 0 15% 0.40 18% 0.39 21 % 0.36 25% 0.35 30% 0.32 80/Cf/ TOTAL GlAZING SQ. FT. COMPLIANCE OPTIONS 0.40 0.20 0.40 0.20 0.20 0.20 0.20 0.20 R-38 R-38 R-38 R-38 R-38 R-38 R-38 R-38 YifWmgQt .UWiTht ~&rI..I~#~}"M2)w :}:":'}}}::}{\::o'iMl):{:; R-30 R-21 R-30 R-19 R-30 R-21 R-30 R-19 R-30 R-21 R-30 R-21 R-30 R-19 & R-S R-30 R.19 & R-S :::::'imwAtt? n. ........................ .. ....................... ).ilEtbwd ... ........................ . - - ...-... -........ -..... itltill.t? R-21 R-19 R-21 R-19 R-21 R-21 R-21 R-21 R-30 R-30 ~~ R-30 R-30 R-30 R-30 R-30 R-10 R-10 R-10 R-10 R-10 R-10 R-10 R-10 00 wAtt; ...................... .. . ...... -......... - -'.. -. - -.. ..........n..ELQ........w............ ...... . .... ..... -. ...... :-::X:::::: -.--..: .:::::::::::: ....................... . ........................... .......................... :'G:RAl)E}{ n_,_, .._,. .n.. ..... R-10 R-10 R-10 R-10 R-10 R-10 R-10 R-10 To comply with the WSEC you may choose one of the above options. Indicate which option is equal to or greater than the percentage obtained by dividing your glazjng square footage by your total heated square footage. Follow the line across to determine the required insulation values of buiMing elements for that option. A heat loss calculation may be submitted in lieu of choosing one of these options, but wiD be subject to review and approval by the BuiMing Official - WHOLE HOUSE FAN The whole house fan requires an automatic timer with a manual override and must exhaust 15 cfm er bedroom Ius 15 cErn. Choose one 0 the ollowin locations: G$Nml&W~A.'tftt{QQM}~lV\1;t'WA;y.~Q'l'~(mAAi$til~(l)) !tvL/((//OtA4L ~./J?CZ ,"~T.s;. S€}ZVb-"I::/ 13')/ vtc.:re:;p C-e'lV~C-Ize:;; t/INb ~t<"/MJ>d'5r SVS77?W7, 8 Uft- WINDOW SCHEDULE ON FOLLOWING PAGE MUST BE COMPLETED NO-,F.' 8~A7vO j 1'ML)O~L/rY/e- VVIL-t....- 8~ PPeJf/lt::7~~ oA.lt:..-F" SU~PL/~ (S SR-I2L--JF;K? BREMERTON BUILDING DEPARTMENT WSEC Window Schedule tJfAlt1~ Sffow/J I,J B~c.t::€T:;; wi 2-0 (14-7) TY~ 8,P~Mev.,s Wz... (b (3&) Co/2~~ ~~Tfl1.-ev7S vJ3 24 ( ~) Cotzrv~ /JJt? /9-YZr;lA..BvTS" ~4- {5.S ( ~) C-OUA/6f?S i06 3 I (12) t.-o~( /V 6 ~S w& q (4) /VI t :; G. t C) C A-rl (j)1..)S lJ.j I 3~ (~) ~~r~S: W8 (2- ~) ~~~T-<5 wC( l2- (z) S7?11~5 I l.N' l 0 3~ (3) S7JLh~S I Wt ( I 6 (<5) S7Y11 /2 5/ c:.-.au/VG p- I Wl'2- 14- (2-)' :;?/ZO ~ l-oWA./6t: \ IN'13 ~ I) FOY~ I vJl4- SO (3) OI"N/A/tq I liVlS- 5" ( ~) O//V/~6 I 1IJ(& 40 (\ L/I/L//A./t? I (fJll ~4 (2.) OIN/NCr I tvlf)/ICf 50 (2) all\///1./(:7 ~ vJ2-0 2 ( Ct) t?/A///Jf:7 f' . MODELl .- -....... -........ -. -....... ................-.-......... ......................-...... ..............illYP. ... ...... .E......... ....... ....... ........ - -...... ::::)~{:> :\ ::: -:;:- " >~{{} ............................ TOTAL WINDOW SQUARE FOOTAGE: S.9 S- 0 / Brand and model/type must be submitted on window schedule. Any changes must be resubmitted to the Building Department. 1600 THE EXCHANGE BLDG. 821 SECOND AVENUE SEATTLE, WA 98104-1503 FAX 206.628.3138 206628.3137 INTEGRUS ARCHITECTURE September 7, 1993 Ms. Janet Lunceford City of Bremerton Building Department 286 4th Street Bremerton, W A 98310 Re: Response to 8/18/93 Correction Letter St. Paul's Canterbury Manor lntegrus Project No. 9205 Dear Janet: I am in receipt of your August 18, 1993 plans review correction letter for St. Paul's Canterbury Manor. As we discussed over the phone, the 7/6/93 drawings submitted for Building Permit on July 9 were revised to incorporate owner and contractor requested changes, and to make them suitable for bidding purposes. These updated drawings dated 8/16/93 were issued for bidding on August 18. Many of the problems you identify are addressed by these drawings. In order to facilitate your re- examination, I have clouded the significant changes on two sets of prints and shipped them to you under separate cover. This letter goes on to address your concerns point by point and explains our proposed solution. Joseph M Hensley Larry 0 Hurlbert William A. James Gary 0 Joralemon Bruce F Mauser 1. Plumbing, HVAC, Fire Sprinklers and Electrical are all being designed by Mark M Miller design-build contractors. Each is responsible for submitting for and securing George H Nachtsheim their own permits. There system designs were issued for bidders reference in Arlhur A. Nordling Addendum #2. This addendum has been forwarded to you under separate John Plimley BUILDING DEPARTMENT CORRECTIONS cover. Gordon E. Ruehl Thomas M Shine 2. Five (5) apartments within the building are designated as type A handicapped accessible. All other units have clearances in the kitchen and one bathroom for a 5' diameter turning circle. Blocking will be provided at all required grab bar locations in apartment units by adding blocking behind the toilet in elevation l/AI0.l similar to elevation lA/AlO.1. See sheet A9.1 and redrawn sheet A 10.1. Bruce M Walker Gerald A. Winkler Kirkl und S Wise bf 10 ~ {~ b u...> vnd~c..u-\ dOorS AS:\9205\LETI'ERS\BLDGDEPT,1 A Professional Service Corporation INTEGRUS ARCHITECTURE Ms. Janet Lunceford RE: Response to 8/18/93 Correction Letter September 7, 1993 Page 2 3. We are aware Bremerton-Kitsap County Health District must review and approve the commercial kitchen. Weare coordinating this submittal directly with them. 4. This problem is addressed by the 8/16/93 drawings. See bold dashed line on the Reflected Ceiling Plans sheets A3.1 to A3.4. Legend for fire resistive wall designation is on sheet A3.1. Door schedule has been coordinated to indicate 1-hr doors as required, see sheet A12.1. 5. The mail room/lobby is designed as an extension of the corridor. See faint dashed line indicating corridor wall construction on sheet A3.2. 6. The area separation walls are designed to use exception No.2 of UBC 505(t)(4). One hour barriers at the attic are provided 5'-0" minimum (3 truss spaces) on either side of the area separation wall. See wall section 11 A 7.1 and the Attic Plan on sheet A4.1. 7. Handrails at stairs extend 12" beyond top riser, and 23" beyond bottom riser. See dimension strings in drawings 21,24, 26, 28 on sheet A8.1. 8. Electrical plans were issued as part of Addendum #2. This is being forwarded for your reference under separate cover. 9. Per our previous telephone discussion, it is our understanding that 1 hour fire resistive construction is not required at exterior balconies by the UBC. Our rationale is that section 1711 3rd paragraph permits projections from walls of Type V buildings to be combustible construction. Paragraph 4 of the same section stipulates that one-hour fire resistive construction is required when openings are not permitted or require protection per table SA. The required zoning setbacks exceed the threshold distance indicated in the table. For this reason we did not show one-hour fire resistive construction as part of detail 30/ A11.1. 10. The door schedule has been revised, and "verify" spaces filled in with a fire resistive rating. See sheet A12.1. ENGINEERING DEPARTMENT CORRECTIONS 1. Invert elevations for the storm detention piping have been revised. See 8/16/93 sheet C1.3. 2. We will make arrangements to secure a right of way permit for any work in the public right of way. Please advise if this is normally coordinated by the owner or contractor. AS:I9205ILETTERSIBLDGDEPT .1 INTEGRUS ARCHITECTURE Ms. Janet Lunceford RE: Response to 8/18/93 Correction Letter September 7, 1993 Page 3 3. Storm water will not be allowed to discharge onto adjacent properties. A separate letter to this affect is forthcoming from our civil engineer. 4. Concrete walks are provided within the property interconnecting the end of the walk on the north side of Clare Avenue to the south side walk of Callahan Drive. The route follows the serpentine path around the northwest end of the building, east across the triangular open space, then north to Callahan. 5. A hydrology permit application was submitted to the department of fisheries July 16. Per telephone conversation with Mr. John Bettner on September 7, it is my understanding that all of their concerns have been addressed and a permit is forthcoming. CONCLUSION Please advise immediately of any issues that remain unresolved. I plan to revisit the apartment unit plans and double check that dimensional clearances are coordinated for our Type A & B handicapped accessible requirements. Also, we have evaluated our 1991 WSEC compliance options. Our ratio of window area to floor area is approximately 8 percent. On this basis, the project will udlize 1991 WSFC compliance prescriptive option 2 to meet energy code requirements. If it is acceptable we will complete and submit the worksheet once our window supplier is known so that the window schedule can be filled in accurately. In addition, the owner intends to participate in Puget Power's "Comfort Plus" program. I understand some documentation is required from the city, please advise me of any action required on our part to secure energy compliance certification. Thank you for your assistance throughout this process. Our client is optimistic that all the pieces will be in place to start construction around September 21. Kindly alert us of any snags in permitting that would delay this start date. ' Very truly yours, INTEGRUS Architecture, P. S. l Attachments AS:I9205ILETTERSIBLDGDEPT .1 ~~ .:.. ~~>~... "' . ... " .~. '.-ill 0."....~.- "'w .. ~ ~ . ~..;.~_.=~~.~~t..~,.,.. .; .' . ..... .._.. .J~Ii" .. ":'==-1 ..- RICEIVED AU& " 1993 lNTEGRUS Clltcwuy Ie> thr ()/yml'i~ ,,"d Ho"." of 1/" Pug" Soulld N.1lial ShiT'Yut'ti Aml!riL'a'.~ Most UlJ{'.able City BUILDING DEPARTMENT August 18, 1993 A TTN: Greg Hough Post-It'. brand fax transmittal memo 7671 '11'0 lntegrus Architects 1600 ExchangeBuilding 821 Second Avenue Seattle, W A 98104 Greg: The following plan review comments were noted by the Building Department upon review oflhe proposE~d 51.. Paul's Canter~ury Manor Independent Living Apartments: 1. Separate plumbing, mechanical, fire sprinkler and tire alarm permits required. No plans included in this plan set for plumbing or mechanical systems. 2. All dwdlingunits that are not Type "A" handicap accessible must be Type lIB" (adaptable). For Type "A" units, stove controls must be located within reaching distance affront of stove, faucet levers must be within 17" of edge ot counters. Grab bars shown.in bathroom elevation drawi~gs (Sheet Al 0.1) do not comply with Washington State Barrier Free Standards. Grab bars must be installed at one side and al the back of the water closet and shan be parallel to the floor. See Section 3106(k) of WAC 51-20 for more details. ). Bremerton-Kitsap County Health District approval will be required. on commercial kitchen. 4. Storage or laundry rooms that ;are within Group R, Division 1 Occupancies tmlt are used in common by tenants shall be separated from the rest of the buildng by not less than 1 hour tire resistive occupancy separation. (UBC Section 1202(b)). This requirement also necessitates 1 hour rated doors fi'om these areas into the corridors. The plans indicate details of this area as being on Sheet A8.I, detail 19~ however, we did not locate this detail. 5. Are the mail roomlIobby area walls part of the I-hour corridor construction? Indicate where the] hour conidor construction at this area is located. 239 ~Tll STRl'l'.l .. BREMEKTON, W^ 98310 II_ J.,jw.1 Opr,"fw.ily r~"Y" ,). ----.-. ., (' ~ ( 6. Area separation walls must extend irom the foundation to a.point 30" above the roof unless (;ertain l:xccptions are met in UBC Section 505(1)(4). Show which exception applies to this building. 7. At least one handrail on each set of stairs must extend 12" before the top step and 23" beyond the bottom step. 8. No electrical plan is shown, therefore no exit signs or emergency lighting is sbown. J?rovide details, 9. Delail30 of Sheet AIl.l shows deck section detail. A l-hour building requin:s all l:lcments to be of 1 hour fire resistive (~nstruction. This detail does not indicate 1 hour construction for the deck elements. Provide a detail showing a ] hour soffit under the decks and l hour construction on the floor system: As you stated leat'lier in the week, you intend to submit a new door schedule. I'm assuming that all the doors that are labeled "verifY" on the current schedule will be specified on the revision. Feel free to contact me at 478-5275 if you need clarification on any of the above comments. Sincerely, J~ Janet Lunceford cc: tile WASHING10N STATE ENERGY CODE PROGFiAM Building Record Attacllment 8 WSEO Contract #: (ploaso chock one) A. []J New Building 0 Addition over 500 sq. ft. (pleaso chock one) B. 0 Single Family Q Multifamily 0 Duplex Jurisdiction: City of Brernerton please check one: QQ City 0 County Assessor's Property Tax # {or attach legal doscriptiO()J~ 3966-003~001-0009 ' -Permit # 14968 File IDJ (if different from Permit ~ Permit Owner Identification #(FoderallD# or Social Security;;) : -9li:'316003f'--- A. Site Information ^ddrl2.~!J 703 Callahan Drive City Bremerton, WA Zip 98310 Homeowner St. Paul's Episcopal Church Phone ( Servicing Electric Utility Puget Power B. Builder Information _~~I~~QY. W.G., Clark I,,' (i Contact Person " , ----~ , Ad,<1re~s 408 AurQfa'Avenue N. _9!Y. Seattle Zip Phone 'I! ;" II 98104 C. If SIngle Family (R-3) Total Conditioned Floor Area sQ. ft. D. If Multlfamlly (R-1) TotalJLQLBuildings 1 Total It of Units 76 ';i A. Primary Space Heat Type (check one) [Xl Electric Baseboard o Electric Furnace o Electric Heat Pump o Other (5pacify bolow ) B. Back-Up Space Heat Type (e/leek all th,.t apply) o None o Wood o Electric Baseboard o Other (spacify below) C. Water Heat Type (check one) ~ Electric o Gas o Other (5pacify bolow ) 1 J ~I , ;';:';;'..;:;.".';.;',:,.::..:.;i::.:;:...!:il:,.:":":I:.;.!,..!g,.9:M:B:hl:~~9:gi'::':I::::'.:.!..;::;;':::'li:!1i;':!i.'::'-.::!!":I'.';'I !.;;:...;I..I:;i:!.....I:...;......:I,!.I:!:...:...I.~s.~:€!gilp.~zgNf:Q.flS~M:~.ij:T:...:.i::I..:..I.!.!.:.:!.IJ!.IJ!;!I!.:.:':!'.! WSEC Compliance Method I]J Prescriptive PaUl o Component Periormance o System Analysis Inspection Dates Date Building Perrnitlssued Date 01 Insulation Inspection Date 01 Final Ins~ction 10/15/93 4/28/94 9/9/94 I ! , .1 ~ J I ; I hereby certify that this buildIng or addition has b.een Inspected for the measures requIred by the 1991 WashIngton State Energy Code (WSEC), that It Is In substantial compliance wit WSEC, d that the WSEC checklist for thIs building Is on file. .:< , It l: ., ~; >'it 1l "1 ~r ~. ~i Signaturo of Building OHicial or Authorlzod Reprasonlaf a Return white copy to: Kathleen Skaar, Washington Stale Energy Office, 809 Legion Way SEt FA-11, Oly~pia, WA 98504-121_1 . WSEO - W/lilo Copy UtihlylBu, # of pages ~ ~, I f I i -".....-.- , 94 E;: 55 .- J F'RGE . 001 ~:8 : iR:.' i 8c': ~'"". :_0, =,(1 "3~)1.:~~~ 8::.: l c.- 38'3 302 ,'if b ~,_:t hf: . ("~ --. ' kG.ClRK -t;:J" _' ". ~,~_,~,_,_~'~'H_' ::~fNSTRUCT10N CO~ '~:;! fAX TdANSMrnAL ?J ", ~~ (" ~'I . 'kl, ~;:~ ~'\:. Sf; I~~ l,f !~I,if -:1 l~l~ t~1 I,.', ~ J.r- r/1 [:'f "~ t~ hi Ci f;-[ tJ [''' .1 10:~ Ji'-l I:':' ~;\ '-'f. t~:i L,;:} l~')' l';::i ,1(', \:,,;;; f\:i I{:~ h'l" 1{~J ~I) 1;[ ~ ti' ~ L V.I r~'i , , r~j I' '~~ i ~L !,J ~~\:l .d -, '"J! ", , i .~ ,t(' l~ " L'.:.> .-,>- .~...; ." ,;,_, ~ ~~t:1:,'i~/f~ t 'Xx t~..J'I.:J~n (2:J6) G$2.71?'f:i ..-- ( :JAil;:, ) 5 ~.?~-V'--~A... _. 'm.-\E: ':.; ~ ~._~~ _.:.=~' e::,~-- '" '::'.'" ...' 'Y . \<., .,.. ,; .' -. . rQ'~~~1~~~_J~'5f.:-.5?'f. L~~j..'). l.t:J~~,""'fA,X P,: ~ ~_,r,:,~, ,': -; .' ~J!N' __'-:~L~~~" . r""':':: \\'"2 .... '\. '.. r' , ' If''''^ . Kr_ _.:-;_L...-..cX .!~:S-_~2....~.~~-j, ,~,')t ~".jf. ~~.,.c. ".,~~>t:/. ... ::~., '~ :- - ." -. ._-- - .; , . ..T~~--'-'-' ==-.~-'-. ~ ;,.~ .0=.= --::=::=-:-_~~:=J:,: ,,- ~~'::-. AHESE'-IDlNG;VOU ~t ,;;.-. r _ 1'1-" _ '-:. - --, - . >, :~J>_';'\ _ 0 y ..:.";>~l_ \r_.d'.~}. !,~'l~:- C !-~- ~.Jl.\..- _ :J2.:\,-- i-, ") ","'~' , ".I!lo't., A.~ '~ ~o ~;.. s;). .~'C :.....Ki. 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"._~.-'~ ]",-.:6'__' :;:_']l\._~_,: ~ r'l: ': ~-~ -'i ,/-) . --~- '. _.2r-~~O~ '. j h.<:t~('_~- RUG 15 'g4 12:4.4 W;;()3/94 07:.36 FA~ ~(lti ~,'>:~ 71.~!:; :'. \~. \,1. .-u..f\ \.U.\~l PRGE.C1C11 -c.;. "-..,.... .. W.G. CLARK CONSTRUCTION CO. 408 AURORA AVE. N. SEA TILE, WA 98109 (206) 624-5244 F~(206)682-7126 ,. ..... ;)i~I01~il~~L~~lli~~:Tltf\i{<,.f(,~:T~} \-:: {' '..~'. :..-- To: S Go'"'" "' E. tL \L."L S(')N CompanY:~(LE-~<L-'"'("t>~ \:'LOf.-.~,. Phone: 4."1 <6 ~ 1,.. I 5 __ Fax: 4- -, e:,~ 5 2-/~ .._- ~ From: Qu,Q'1 ~~L-OL. Company: W & (' L....a-\e.- Phone: :;>]< B.~2 D'"2.._ Fax: ~ 2...~ { 4D ~ Date: ---15 ~V'..& . q 4- -- <",?O~ I kZ-~. -=Z44b .... ....... ---41 Pages including cover page: Enclosures: -:?:;, ~~!:. D~ t:>c"-y u.. (> ~L '-t c.~ t:-v..~. r 1 @ ~~ Qoo.........~ c,\r\-4--:t~\L~ ~'-b\1L C.{?W 0 \T~~~~,,~ ~n Z- ?"-t~ ~f. v-J2.oo~~ ~:r-. ~ 51-- ?~~~ C~a.:-\?;,......~'i ~O~ Comments; L\ ~-r \ ~ p~ ?~E. ~L--' ME. \ ~ ~~ '10'A~ NE.EO:::. 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Z,:J- 2 ) No,- C~"lt- 'E:O -~~, _\_._~----- _~ ~5__\_B.ED_lh....~_,,_~ ~~: . \ BED ~Lo~.E- I' j I II I' , i I j II II ~ '.jL: n ,'! { f I" II it I' " , t ~ i I i' , . i; , ~ ! I' , : " ~ I i I I' }L q I. 1.1 - - ----- -----+------- I' , , , . I' J,..l........... I' " ~- :! F\ : I i; ; I i I If ...-_-----""""-.....---.-_-..0...___.___. _----. ; i , ~. ~ , f " ; I II . \ - _..._____""-I__.r->O<_~_.____.. _~_JI__ J _. , I , 1 i .1.' "J.-T7~ Cl (", (: c :4 1"'71 (;t C- MOUNTAIN VIEW BUILDING ASSOC. 2771 HEMLOCK STREET BREMERTON, WA 98310 TELEPHONE (206) 419-6595 August 19, 1994 ljJ&@ftUY/l AUG !J ~ IlJ: () 7994 L!!J BlJllD/~REM[RrOIV G D[P4 Rrl'v1ElVl David P. Steele Executive Director Episcopal Retirement Homes 220 West Mercer, Suite 500 Seattle, W A 98119 Dear Mr. Steele: Thank you for meeting with us yesterday to discuss the landscaping on the bank adjoining our property. As we stated, our concern is with possible erosion and consequent plugging of the drain in our parking lot. We understand that the bank is steeper than you anticipated, and you therefore were unable to complete the landscaping plans as shown on the approved plans. We also understand that you are concerned as well, and have chosen to use an erosion barrier instead of the more expensive rock wall previously mentioned by your project superintendent, Rudy Taylor. This option is agreeable to us, as long as it serves its purpose and no erosion problems occur affecting our property. We appreciate your acknowledgment of the potential problem and your willingness to accept responsibility, should a problem occur at a later date. sin~7;~ Mark V. Paciotti, MD. Managing Partner cc: Shane Jensen, City Planning Dept. "JR')' 1:3 '84 .d,:;j 12: 01 PRr::iE . 001 ,~.. - "':'" (2CB: .;,11 :{,';}. A~CEt~~@ ~V Q 3 m4j ~~'ftilh4J . r'I;:~~1 GOO SUl18 ~1O:J 600 StE'w;:m Street SA;:jMIA VV;,d~ltlGton 9810' tv! clY ?.. 1 99 4 Mr. Cn=g Hv\tgh integru~ A.n~hirl~t;ture 821 Second Avenue.. Sl.tlte 1600 . Se.~tde.; Washiriglon. 981.04-1 5US ' $u bject: St.. P.<A.ul'sC~nterbul'Y ~anor WLA Project Nq.: 232'2 Dear Greg: .:~~7:'~.:':~;":: ':'. ... ~. . . O~.. Ap~~~:~7 t 1994, we visited 1 the: joh sit.Q: fot' an in:"pI'O e~s constructioTI . opserv~ti:vn;.. The fo:llowing item~ were nokd: Fire Prote~j:ion 1. Fire' water.main{n St<."lrage.45 do~~ not appear v) ht': prop dy brac.~l.~d:()h the ~'e~l end. Verify that S\lPPlOl.t~ ::md hrf\(.ing mF.~1 thn ;(:'1 irem.ents-1.>f NFPA 13';. . HVAC i:. \.... . .....1.. ".: Spet..~ification Se('li~\n l_~~..WO, Paragni'.ph 2.07 C, il dic*H.e~ th::-tt all . >., _' ..1o~gitudin~.J seam round rl~'t:tw{)rk and senms of adjustn ol~::l~b\(~~<i\.~Hl:u_\c-~b."" ..... . 5eak(1. The dudwol'k h~s not bCt~n sp.:=llp.d. $R..\~ ".~ ., \V\...,n.--. 5-(3 '(~ not firt:./ ~m()ke a.. ~ $,^'p.~J. 'l- ~-l-Oj((f)--S Heal pumps a'!."l.d m:<.ke-up ~,ir arlit in :=1l.tic are mounu~d on. wood skq)ers w-ilhout vibrv.lion isolator~. E<p.l.ipmen t without int:~~t'n 1 isoh1.tion should h"lVC v'ibrat.ion lso1atvr:-<-: \;..)0"(" K. c..(YV\o\,-?\~~ D. \lenfy the. t. Will he- ~de'_I1.\ntf" ~l'.Tt'~S to all voluffip d<'lmpeI~ c.o....tWo.. \\(,g "te:.. 1"-,^-es \S~ \0 v.. \ \i"' . The ('.<1~ing of the m.ilie-'l,.lp hl:<:lter In pttir is d.an1~lgerl iT m p~opie CiHwliltg uVCt. it- The CB~jng shoulri be protp.c( E-'.d du I:.ing; co).;~ ~~~d ?'lo 't~c:t~~l.-\ h-o ; \f\S+a.\\o..l-'oY\, ..tr J W ~ t \ \ ~rt~,~ht~ 11\ CAb ~11\Q-t '- do not " L. . Fire. dampers ut diffu~NS: in ~rd floor {;orridor c.eiling ; type as required by code. ~\~ I $~K~ dCl>..,\M.. W\\t \ It\st~\\ ~iI\ ~"'("'r- ~. ....,.. \. '.' ". ... <+ -- Rt"tUli1. ;''\11' ;(It''ld o\.tl.si.d,~ ~4i: ~(q~n,.<:tj(H~<; to heat pump~ have npxihk CfHlIWdllJ.IS. W O"{- K c....t:>M~ \~~ s lnmpers and fire o..~o..,s W ~ H i'.f:. " " 1 ** TOTRL PRGE.001 ** "1 A 'y' 1:::: '94 12: OE; F'AGE . 001 . ..~ .-:,..... REcelV F'12.Z.~ GOO ~:;:.11,9 :J():3 600 S\2'Nart 3treet :~P';1i1lF;. W;;SGtn[J:Ot1 9ilm", (206) .,.1i ;:",.;! .', May 2. 19S14 Mr. Cn;g. Hough lntegn.ls An:hit.(;r.:i'.ure 821 Seeond Avenue; Sui.te 1600 Seattle, WashingLOTI 98104-150t~ \ . . Subject: $t. Paul's C",-nterbury ~anor WLA Project No.: 2322 Dear Grea: . .' .::::~ " . On.... Apiil~>.:?7; 1994. we vis.ited~ tht:'; job ~lte fe)t' an in:'pro ~ C~S construction o~se~~tiuIl;. The following ite~J were [lnkd: Fire Prote<;;tion . . ..... L Fire waterrnain i~ St<.\rage.45 d()~s not appear to h~ prop rly braced. on: the west end. Verify that !;upplort~ ~nd bracing rne:p.1 tho ;t~(i irements .of NFPA 13. HVAC \ . '. 1... :',. dicat.c~ that all ~~~~a~~.'S-TI... 5-\~' Fire dampers at dift\l ~~rs: in ~rd floor con.-ido1" ceiling, 'e not fire! sf'noke. t type as require.d by cotk. ~,~ I s~oK<a do...~ 'tS ~~ '$'v\.t'P~~ . w H \ i V\ S-\,o... \ \ ~ Y\ 0... yo;-- ).. y - ~ - l-O XJ.o ~ Heal pumps flnd Inak<':-up ;\ir nnit in ,,!t.le are mou.nLe;d on wood ~k{~pel.5 v.-rllhout vibraliun \$OlatoI-~ Equipmen t without mtern 1 isoht.tinn sho\.tld have vibrs.tion isolall..>n";,. woy- '" c,c> """'? \~~ ,Specification Sedion 1,9.800, Panl.graph 2.07 C, i ..' _ '- .longitudu1:::.J seam 'ruulld orldwork ~-uld seams Of3d~ust~ .. se:.\l:o.ed. The dw:.,.t...vurk blks n()t bC.f,nl s~~lp.d, 'l>.~\",,\' '2. ~~. ,,' 6. Venfy there w111 he- ::ldetp.w.tf" ~C.Ct:sS; to <4.11 lnmpers. <1.Tld fire dam pm. c.",tv.>o.. ~)<.;;> 1"<> 0" y-ao..S will "S~ bu..\ \\ ' The cnfllnY, of the make-up h~;.\ter in ;.ttrlc is damaged In m people crawling uv(;r it. The C.;,sdng shouH1 he -prl)t~r.l..,c! dLu:~ng <.:O\:::;' ":~~d fY'o,..~c:r"~n . ~ \ 'r\si-o..\\~1\O\f\ + ( J W Q. i \ \ <;;--~\'\~tct 11\ eo.. \,i:~"rt ~ the atti<- do not 4. . ...-' Rflt,1Jrn ~-1.ir R.nd' outsicl~ ~'!.ir C'onn'.":l.tiL)ns 1.0 hC:..~t pumps have flf~xihle CIIIlIl.-'(.j iOJ.1S. W 0'<"" ~{ c...o\o>>\"'f' \ ~~ - 5. .....,:' I ** TOTRL PRGE.001 ** \ - 06/ 16/ '34 [17:27 [1[11 .. ~ ,,'" 1'1 T G H l- S \ " r . " , - TRANS i\..fJTTA L < l ~-,P'C[ J'.~lJ ~ II, :- ~~-~~1 .. Job No. , ~~;::;~i~ -~ '.~~-.f{Ve i~'~'~~ ~/ Wo .., ""'+ . '" ~, .."",m...,"" 4- _ T,,'oJ .".. ""'m'rt.. "'~'"d'"' ,.", ".., ~ \ ~ n H~rd ~Opy yen'! bv ornrnQn l....arner .\... , ~ 1 .1" .: I) ~ r:: ": , ~~~-tt:1 o CO'-'Ultd i ---- -----.---.... O'T'ssnn'J ''''r'1l,tee o "'j>m~rl!lndU""6 o nOI~& 0.,," d,.w f.",,, ".' [J ,,""',""'" Cote" ~IM" DF--- ~'lli.elLQQ....._ _ _ ____ _____ _ -1..# - .~~. k _ C- A F3_,p_~_ + --f I -1'---'--- I I , - - -r---r------ - r---- --- - I I I ---+r--i D'ng "rOef lJ'IJPOS8' frnd 0 drilNlnYb o draWIng file un dial( ... """!"'hQ 9bo',,I6 'ie G or/} ~tonam ttod ;.}b I'JPUW6. o f~, QPprf)\...sl o elO t<OQu")&t~d [l fe, lour Ill" o lor YOUf uae o other ,.. Copy to. .:. " 'I,,~ 11",]1 ~~r"'l~ c.arO:)tl/...ul j [11=,/16/'34 [17:2:=: OC12 r / Counl il of American Building Officials I~HAnOHAl- CONf~R Of DUll DING OFFIC SECRETAAIAT ~OUTl'iff'N 8UIL-DING COlX CONGHESS IfofTl;rUanoNJiU., INC. BUILDING omCtA1..S AND co~ ADt.41NlS"T1UTOf'lS IHT'ERNATlONAL. INC. '-",{I r...1....llll,.lull Hv..nl Mu l"1'H'JtJhdl1~. ,\klb4.~'ll'.1 J.~/ 1 ~ 10"11 V,.'" ,1 rlo:.'.fThJw. ,r H'i,\d COtJnt.-)o! Ctuh J..-tllb, III,nol:-' 6(1-.178 NA IONAL EVALUATION SERVICE COMMittEE tu::ro~n NO. Nt":R-l.CMJ Rc;~uCiJ MilfCh I, 1990 Tnis report L' ~UDjeCl 10 rC~.\.;iJnin"tivn in 2 yc;an-. nws JOIST COkJ>ORATI N 9777 Wt::ST c.:HINUt;N ISO U;V AKU P. O. SOX 60 BOISE, IDAHO &J101 r I. SU8Jt:CT IJ'" Jo.' '"" IJ"'" ".Jg, ooor """Ie, II. f'ROPERTIF.,S fOR wrCH EVALUATION IS SOUGHT TJ~ Jo~~ I 1. StruCtUral j L Fin,,; Resistance ) SoumJ Trdl1.lJTJis.s.iun 0 mrul r J r'"t96 G3ragc Door HC'.ad Slrut;lural (lOry III, UE.,S(;'I<IITION A. l"eneral TM TJI JOISt is a JOISt .....itll wood t'lan/Fl and ....'Cbs. Vanous comblnallons of flange aM ""fb materials i1r.e notco in Tablc N.O. I Ihe top and bouom na,gcs are placea 10 create either a constant oeplh )OISt (parallel or a constantly 1,'<'I1")1n8 depth jOi5t (single taper). The TJ~lJt6 Garage /JQor leader is a T ~hapcd struCtmal ....'J(xl member d=ibcd as olltM-:i: ! The top and OOflom fia gcs arc MlCl-I.O-LAM. ldmlnale<l veneer lumber, 2.5 indes thick. and 3.5 inches Wide. \r \, \ \ \ -TJ1'"' and MICRO.I.A.~ re registered trildemarli..~ or lbe Tru.~ JOist ('m-ponotloQ. Bot~, Idaho. 2. The ""cb malcnlil is 7/8 inch Ih,ck pl}'\loiood. 'llle web L' reinl'uru:.\J willI ply.....ood I;l=~ 7,'8 ,rich Ihlck, 2.1(2 inf.:he:; high 4!nu 8 ,,,,:In;;, l.jflg pl<lced ilt Ci>,'11 cnJ "!"x1\'C th{; lx,jttom flange. The heaOtr-s are manufacLUrnJ In (.)eptID ru/lj;HJt;; [, om 12.3/8 1J),;hcs 10 1v.-1l2 IlKhc:\ There are I...." standard lengths, 16'~- ..ntJ lS',B". All hcadcr~ 81" manufa~urcd ""lM a camhcr of apprwirna1el) 2.2()() foOt radiu5, 3. .\. 5. 6 nlC wdJ bull j<':.>IIll6 of the jQi.~L' and he.ad,,,, arc clthel 5<.juure hUll or ~rra(ed as reyulreu' by Ihe ~IJCufl': ll1i1nuf~ctur1r.g ~1.1n<J<tr\.l vf lht= .\ IuS JOISI CorpJr,Jllun. '111,- ",,;ct, nange connection i.~ made by inscl1.ing Ihe weh into a groove 10 Ihe c.enler of Ihe (3C-: of Ih~ nange mcmocrs. R. Fabri<:stioD ~u...., 'nl" TJI JlIIst LoS produced 10 fl ,;onlJnuOu~ fabnC1lIlQn process. TllC f111ngc ::snu Wl:O m<:,mlxr.. I1rC fed into il machll'lC ....hlch a~mble~ them Into the. fln~h-::d ptlXlUCL The TJlI96 Garitgt' Duor lI~dl.k( i.> produ~.o in il :H3[t0l1ilrj prcs.s as described tn the Tru~ Ju,,,t CUI !-,ouHlon Olilnufilcturing standard. The TJI joist "m' hcau<:n. ar<; '~ut to the desired length as it leaves lhe ass.cm/)l)' machinc 001.1 ~~ MdCl\.C<i in a <;,nrHfollcd environment 10 <llIuw Ihe i1tJhe~ivc to cure,. C. Material Spedn"",tlt)II$ ."langes l\1J(~}{()-J...I\M laminateu v~nC;Cf lumt.-,er ~ manufactured ac.coruing IU lhl: manufacturing ~13nd.ards of Trus J015t Corponuioo a'l &pecified in Report No. NER-I26. M3chmc. stress rated (MSR) lumber i.'i l-lf2 loch IhIC~: lumber ....ith an "E" of 2...35 ~ 106 psi for the IJlfl$S joist, 1.95 x 106 p51 for the I'J IfJ5S JOISt, 2.0 X 106 psi ror the TJUa~s joist, oHld 1.8 x 100 and 2.0 x 106 psi rur the IJ~4L JOlSl.\. TIle MSR lumber b VIsual!)' gnKku aner ripping to rul~ ~.i;lbl~h~d try Trus J()i.~t Corporalion manufacturing slandard.,,_ Moisture cOntent.s ~h311 REPORT NO. NER-l00 ("AGE 1 Of \0 ThL~ n?r.",rT " I,mlted to rn" "~C1.fi.- prc4uct and data and It"!,/ reP.:JrTS <l.1hmJ/tOO hy [h(' appiicant on us a1-1p!k:(J/IV" ""41.1""[1<':; 'h6 '~pvl1. No If)(J\".t:''','flO,.\rH 1('~rs w..~r~ r~r1c)nTi P.d by the Nullonof tt:u/uOltOn .s-.:rv.lt.~ CO"'lmlrr~'. and (he romml:te-e specifk:U~1 d~ nor n)Qke an.v !..LiCfTont\.'. .,,[11,;, e..p,,-,s.,...'d or ,mr.ohed. GS <1 any finding or other rn<.lIIL"t In th~ 'ep;)" or (1:; to atl~' O,r:x:![J,-t coue,ed by rhjj '..,)1)'1 ThIS rnsdo,mer IndLJd..~. bur cS rlrJI hrnlt,xi [Ii ml'rCi)(Jr)((Ji) Jil).' J hl:5 repQn IS a/.s.o SUU/<o'L1 Iv tile hm'tuf/(Jr1 Ic;t.,J I":,.,,, ~ .- REPORT NO. NER.lOO be boelVo<<n 7 aDd 16 per rcqUlrCmci')t.S noted tn the '1 Cl6/16/'34 Cl7: 2':;' cm1 jOint Webs. Web malefllli fur llle Jl Jo~ ~ eIther p~'OOd ....,lh PS 1-<'33, f'~tnIn marlUr4l1.'~U i:rj POUatctl COrpr.1rauon or Slurdiwvxl uricmcd I>lrand baurd manufactured by Pelican Spruce Mills, Edmonton, bena, U1naaa. Ptystran and StUnji\No.:ld panets arc prOOu under a quam)' oonlfOl program Wlrh il1Spe-Cliol'lS by tne American PlywC01 ASSOC.1atlon \ i'I ER-10l:l). The TJI/38 joist weo matcri.Ji 1:> Canadian [)Qu~ fir plyW\."lC1d o:mfonn,og to A Standnrd 0121. Web material for the TJl/~ Garage Door Header:; is ptywxx1 comptYlllg "',lh PS 1-83 ....'it~ (unher requHcmems as descnoea In the Turs JOisl CjJrpor3tio~ manufa(,.1unng ~landard. Adhesive - AdhesIVes 5hall of the types ~peqfled in the Trm JOIst wrporation manufa uring slandards and meet Ihe requirements des.cnbed in TM D2559. U. D~'21l 1. Tll JOisl5 The allOW<:lble ~gn >'<11ues e as outline" In fable NO. H. The reqUirements for ~b Miffenep aod mmlmum bP..<long lengths are shawn in Figure No. I and table No. III. The )OIS( web'!. may 'XJntain holes as S<el fonh l~ the allowable nolc chan noted in Fog'" N~. 2 "d J for P"^'f:.od webS and oriented strand board webs, respectively. When jOLSLS are us.ed as :;im Ie-span members, (he OeslgTl shear IS equal to (he end rdlCtion When JOISts are used as mUltIple-span memtlen, the dc::s.ign .\hear is the c::Jlculaled~l1e<lr at t~e [fltenor 3Upprni reduced by Ihe le.s.scr of 15 percenl or the uOI[onn load wlIhln a distance "(2" (jolSl depth) from the fa of the support for Ihe followmg comllllons: a. All TJlr..5f255 and 25 jOl5lS. b. 10 - 16" deep TJl!35 5/38 and 350 jotSts c. 10 - 24' deep TJJi3 XiJ50XJ40/42/420/45/450/55/:'SO/6.5 and 75 joISts. For all otner JOtSI deplhs, Ih deSIgn shear is the calculated shear ;IT the face of the ,menur :; pport. I The design :;l:lellr for mlll!ipl~ span member joiw; up 10 12" (Jeep used In rcslden!lai noorJ' l'.S[nlcllOn m8y be increased an additional 10 percent. . For j01$1 qU<<lifying as repeti . e members. ' the bending resisumo: may be Increased J and 7 rcem for joists with MICRO.~ LVL and MSR lumber tlan ~. respectively. The lOp t1angC3 uC TJI jol.St.S mu~l be I.iltc....Uy ~lIpportcd lit I(:J1.1l every 24', except thaI lS"' required for JOi.<;LS with 1.65" wide flange:'>. The ends of the 'oist must be restrained 10 prevent roliover. TIllS i:; normally prCMctcd by diaphragm shca!hing attacheu La the TOp nangc a~d to an end wall or a shear lrarJ5fer panel ~pable of Transferrin 3 minImum force of 50 pound' per fOOl or the requln:cl sne r forcetl due 10 .....;nd or 5<eismlc cor.<11110nS Blc'(.;king ur cr III ilclng ",ith ~guivalcnl strength may be useo. L::U:J3 PAGE 2 OF' 16 Bridglng IS nOl cC':jlJlred In TJI o..~r Md roof jOLJI applicnl1ons. 2. TJI,/96 GaraJ{c Door He'nl.1~r Th~ he<ldeN arc 10 be u.!>Cd In ;)CCOrdancc ",ith Table rv. E. On~Hu..r, l-'Ir-r.R.,.,utlv<: Roof-Collins Qr F1oar.Ce;!Io~ RJlUng:'I ..roo A.>>lifD..J t.) the Followiog C-onstruct!Q(l$ (~lp[ivc de[ai~ foc each ~mbl)- arc nOlc<J bd(7).'' Jnd i.a Figure No. J) 1. A doublc;:.wu::xJ nOO( ool1.5L:iting of a 5ubJloor of I" nommal longue-and-grCl::r.-e sheathing or i/2" interior p~ \l,llh exterior giue. and a layer d l' numm.t! lUllgue-aod-gr.::.,...e finish tlooting or 5/8" Inlerior-type plywood fjni.sh flooring or a Ia}'er of Type I Grade M.l panlcleboard nOI les,~ than 518' ttlict ana a suspended ceiling u( jra" lhick.. 2' x 2' Qr 2' .\ 4' usa F1RECODE AVfV\TONE!~ laY-In acoustical tlOard suppon cd by an apprO'o'cd e.xpos.ed tire-rated suspensIon $)'Stem attache\.! llJ the bollom flange or to cold- rolled cnannels Sp<lIXU f1ul QvCI 4' on ~ntvr. lrutlllled ovcr the <Icoustical boan:! are 1- Ihick, 4-pouna-pef-aJ!;lic-fOOI (minimUm) USG THERMAflBER. mineral W\)V1 Dlal1j.;c~ Llghl fixtures haVIng a mlttlmum size of 2' It 4' may be inSUlllw In [he: ccilmg, prDVldC-d Ih.: Ilg,groplC oreM of fi:nures do not exceed 12 square (eet per 100 square feet of cciling and the nxturo;:s are protected a3 follOwS: A 2-1/4" by 4.8" piece 0[ usa mER ~ii'-F1BER tight rU1ure proteclion L<. l:ml alung the lD'lg dimcru;iom each side of the fu.1ure ana agalllst adjacent susperl$lOI1 rneml'Cr.J, a 17-I/~" .( 48" pieee is l(lId (}ver each side of the fIxture and a 4-1i2" ~ 24- pico:: ill cal.:h enu amI lied 10 top Plv{;G3 hI corne", of Lhe fIXture ~lh No. 18 SWG .steel wire. In addition, t;.I;':lling openings flJf' air diffu$Cn IJp [Q a mQXlITIUm ~e of 12" in diameler are ailvwed. pnNidcd l,}p"nil1~ arC protcctcc;l WIth (ire dampen and the aggregate area'l do not cx.c:ccd 113 square mche! per 100 square feel uf l.:Cilllll!:. The dL<;taoce from [he bottom of the truss 10 the semt of the ceiling ~hall br: al lew,t l (r. (9 A single.I<l}'\'1 OUJI o( 3/4" tongu~"",nd'gr<)o~ plywood or 23132" IOngue-and-groove AP A rated structural-use panel (Exposure 1 or exterIor glue), ....'th JUts~ siAlced up to 24" on centf:r and II ceilmg of r.vo tsye~ of 1(2" thick Type X gypsum board applred to Ihe bottom Chord. All butt joinLS of (he 3/4" ptywOCX1 or 2.313Z- Af A ralcl.l S!rllClUraJ.usc panel (~ure 1 or ntcnor glue) must faU 00 framing members. The first layer of txJ,'lrd shall be atl<Khed wilh 1..518" long Type S ~ plooc<<l 1Z. on ccntCt. The second la)'er shall be IflWlll~d wilh the Joint.! 5Ulggered from tile tlrn Layer. It shall be !astcnc:d WIth 2" long Type S ~ spaced 12" on center in the field and S" On center at me nun jO\nI.$. Type G IJ4.Tewz l-t(2" 100g ~~Il IX spaced 8- 00 center and 6- C<'lch S-lde of the bull join!. The secooa layer shall be finished Willi jumt (;lpl: and compound. Resilient channels may Ix wed ~ pan of the ceiling attachment system provided they are spaced 16" on ~nler (24", If Joists arc 16" on center) and fa.'ilened perpcndicul<U' to joISts Wit/) 1." long ~./i.ar<lened steel, .15" shank dialTlCter, sclf-dnlling and 1iClf. I<lpping Phillip:! head scrcwi. The ceiling IS al.tached to the resilient channels as d~ibel1 aboYe. [16/16/94 1]7:3[1 " P^I~F. 15 (It 16 1][14 HEI'ORT NO. NER.200 FIGURE NO. .. "tl'llf..RESISTlVE: ASSUofDLY DETAILS ;-r 1<T MINIMUM 1--1 r' t 1 .~~ ~ . Q)- r-- R~ --D "-0-0 ASSEMILY E.'. 1 UUUtJU:-WOOD FLOOR 2 T.!I' JOIST 3 FIXTURE PROTECTION 4 2~-INCH ;r.:, ~-INCH RECESSED LIGHT fIXTl)RE; 5 COLD-ROLLED CHANNELS. 5 12.INCrl AlA DIFFUSER 7 L;tJG I Ht:HMAFIBER MINERAL WOOL 6;""ANP\ETS B S/8-INCH ACOUSTICAL PANELS 24 INCH!;;';; /. ",,, l'ICHE5 SUP PORTED BY AN APPAUVl:U EXf'OSEO FI~E.RATt:O TENSION SUSPENSION SYSTEM /~ AS5U.Bll' E-2. ~ I 314 INCH TONGUE.ANO-GROQVE PLYVVOOO , "TWO LJiYERS tl2-INCH rYPE X GYPSUM BOARD) , TJ" 'O"T / ASSEM8~Y e.3. 1 ,3/<l-INCH TONGUE.AND--GROQVE PLYWooO 2 IJI" JOIST 3 518.INCH X 24--INCH X 48...NCH PANELS 4 FlnURE PROTeCTION 5 1t2-INCH TYPE X GYPSUM WAl.LBOAAO b 24-INCH X 48-INCH RECESSED UGH I rl;o;, UHf;; 7 6-INCH X 12.INCH OPHlINO FOR RETURN AlA 8. 12-INCH DIAMETER DIFFUSER OPENiNG 9 STEEL SUSPENSION GAID //) /' C..__- L.-- ;-:. / l.? !~ ! !i I! F1< IJM ;/1/ C~ .___________-1 ---- :; - LEVEL '! ..' . .. (,AJ€ST I. \J .______._ _____--,--__+..___Jl;...._______________._ ~ -- LEVEL ii _lAJEsr !'y L. l\iJ:;;. LEi'V E L I: ",/!e:; S I I: X ") R. j;. -" LEVEL- W~--,>I 6/~ Iy~ / IV $: U L /4 Tl 01.,/ S HEErR.ock. FINAL --..;...-----, ----------,---_._-.- ----~--~----.----------:._-- ----------_----.-!~------ x____ ..~-~=j~-; o:jil==-~-- i ? ()~ f I --r ? D"-' ?-- I ~-1 / 0'<-- ~\ w1- I ---T !/ ._--------------1 . ! \ ( --n---l-.~<;~ J- : /..., .__________m____~-- ~>~ ---- ,l,(l'1IN E IoITfI...Y Ii !X --n ;rA':~nU/ms IV. ~' ~~~ ~\",,_\..~. K rr/t. J AI : . ,'_ !X (~A.c(J.!.. }(-o>> I: .. '(4..... ./ ~( IV!' I 4 rT/C 1: -------------1. ,. , ! I I: I x /,,------ . . , . I . ________~i- i I I I I I I i ! I I " oJ"-.. ~ _n ... ...- -...- ...1 :Lhd~~ ; ; I.... . ! ", i ' Ii Ii J-RIJMIN(r ._________---1 . - LEVEL I' '. uE:S r I : jL '-Live:=-L-n-- ----.-------- Lg~ ily D Lr:;-I/E.' Ii .'1s._; I '- ,! y . j;;. I". - L EYE L I! / IV $ '-"_:'i rl"l/~ SHEETRoCk x_______.__ ___________.---1 l'~-- i 1_'" .. - . FINAL . _______----'-_____.__. ..u...__. ----l --.------~-~-- I '~ ____________ I : ._~- - _______J~ I' i i I ---l -LcVlil. :=/4<:, I~.D Le:VE.L :::11<'/ n." _ _- _ --f~ . \4'~~ ~ 9AL/ +-1 (g tel ~ t~~~ ~-',---7-=----~S-o-~.~---- If' . '.> ~ ^ ,-. .- ___ _ ,- -- L-" '1"-- ----.. "(.-~ , / / . - \L,' . --.----------. v' . _~__._._ _c I . _ ~_ .- ----- ----~-_____ _ h 17\-'''' L.-,-, ?/ -:;. -:.\ . '; ,~- LP\ ~ (-(---j.)1?~) /v. . \'7~(L\'-.,y.:_-,) 7(::;:3.--:JD\' X _____________1 >< 1< ,-I ~.-l'--l.j.-i.J-7;t*~~-:~~.-. I t;;J ( '\' '- '--A;- v v -(" .::-' :(jL~~ ctLf ,- tD @) Lx qC ~/~-ro~.1 i I : IT Ie. i; iX I. I I '"'--------- I: I: p , CI4LL._____ JV;()A./ , ---.-- - --- --. -------j-----.- i i ,- ----------------i--- ~LL--------- ~V~~ti ~~t--f)~~----1- 0'0 ! - ~--;------ j \ \ ! -L i I -- -....- . .- -.... -- .-.. t ------------- r-. - -----l~ I ------~ : ~ ; ,--~-hett.r_.. ~--~-'=~-- ~--- -. I. I: --------. , I: Ii I! I I \. '\- INTEGRUS .:. ARCHITECTURE September 28, 1993 1600 THE EXCHANGE BLDG. 821 SECDND AVENUE SEATTLE, WA 98104-1503 Ms. Janet Lunceford City of Bremerton Building Department 286 4th Street Bremerton, W A 98310 FAX 206.628.3138 206.628.3137 Re: Resolution of Outstanding Building Pennit Issues St. Paul's Canterbury Manor Integrus Project No. 9205 Dear Janet: Per our last phone conversation I understand there to be four outstanding issues regarding St. Paul's Canterbury Manor. The resolution of these items is as follows: ~ crV' ~ ~ The Port Orchard Fisheries office has completed their review of the project. John Boettner has approved our storm water detention design and sent his report onto Olympia for final action. Please see attached review letter. I have prepared Clarification Drawings CD-4 & CD-5 (attached) to explain our proposal for wrapping the roof trusses in the vicinity of the 2-hr Area Separation Wall with 5/8" type X GWB. See 8/16/93 drawings A4.1 Attic Plan and Wall Section 11 A 7.1 for reference. Please advise immediately if these do not meet with your approval. W. G. Clark's Washin~ton State Cqntractor's License No. is WG-CL-AC- *370NO. C!.op,-/ LV\'\ bz ~~ fI-<r' L..... C)ctq" q/ .36/9.3 The current tax account numbers for the subject property is 3966-003-001-. 0009 and 3966-003-001-0306. The Owner is in the process of subdividing the property for the new project. Once new tax account numbers have been assigned, we will advise you so you can update your records. Joseph M Hensley Larry D Hurlbert William A James Gary D Joralemon Bruce F Mauser Mark M Miller George H Nachtsheim Arthur A. Nordling John Plimley Gordon E Ruehl Thomas M Shine Bruce M Walker Gerald A. Winkler Kirklund S Wise To the best of my knowledge this letter should clear the way for the Owner to pickup the building permit once the remaining permit balance had been paid. I am also enclosing a letter from the health district indicating approval of the en. 9 /0 The mop sink raised as a concern is located in Janitor's Closet 3 issue directly with Ms. Harrison. AS: 19205ILETTERSIBLDGDEPT.2 A Professional Service Corporation INTEGRUS ARCHITECTURE Ms. Janet Lunceford RE: Resolution of Outstanding Building Permit Issues September 28, 1993 Page 2 Thank you for your assistance throughout this process. I will make a confirming phone call once you've had a chance to review this material. Very truly yours, INTEGRUS Architecture, P. S. cc: David Steele, ERHWW Bruce Mauser, Inti;lgrus Jeff Williams, W. G. Clark Attachments AS:I9205ILETTERSIBLDGDEPT .2 J.5EP 20 '93 12: 37PI"I WRSH ST DEPT FISHERIES . -- . (:",r.JP/ O~ P'll.$~l1" " Y~lt+f-f '5i~~iJl~/~' ''5,-p-r, 2(;~ l ~'13. -:;CN"f" [0 0(..'(6.., (7, ~ /aD1/!.- V ..;;tt t? rt. (;. c.ltl.f':# "" tof4.-:}J '"r1t4 ,- D ~ ,...., rWc.;:'J ~.,4-.f/A-~~.tt.!.. \....:;:: " P.2/2 r 1 Di3.te: 3 Pages: 4 Contact 5 Na,me: 6 Street:: 7 City: September 20, 1993 1 Phones: (206) 286-9951 Episcopal Retirement Homes 220 West Mercer Suite 500 Seattle 8 :State: WA 9 Zi.p~ 98119 10 Control Number: 00-54979-02 11 WRIA: IS.MARI 12 "'ater::, Port W~~shintl:ln Narrows 13 TribTo; Puget Sound 14 Quarter Section: SW 15 Section: 12 16 Twns hi:! : 24N 17 Range:: OlE 18 County: Kitsap 19 Project Type: Storm Drainage System 20 Start Date: Immediately 2.1 End D~l,te: March 14, 19'jl+ 22 SEPA: DNS, City of Bremarton, Final 23 Hab. Mgr.: John Boettner (206) 895-4757 24 Patrol: Worcester PROVISIONS NOTE: Wa~hington Department of Fisheries (WDP) reviewed your plans rE~ceived on July 16, :l993. 1. This project is approved, as illustrated in yoqr application, subject to the following provisions. 2. Temporary erosion control m~asures during construction shall be sufficient to prevent siltation of state waters. 3. The use of galvanized steel in stormwater facilities is discouraged by WDF due to the potential for leachates (i.e., zinc} to enter waters of the state. 4. Water quality is not to he degraded to the detriment of fish life as a result of this project. 5. The system shall be adequately maintained to function effectively for removal of pollutants and control of run-off. If you have any questions or need additional information, pleas~ contact John Boettner, Regional Habitat Manager, a~ (206) 895-4757. LOCATION: See Block No. 19. It:23:20::Sept I L~ l I I _L_____I_ ..~i,.' / ' I I J CLARIFICATION 2-Hf2-. AI2EA ?EPA(.2.ATION W AL-L- I I I I JOb ~IPE ~HfZ- FlrzE ~5ISTIYE CON 5"-: e f2.ICOF I CElLIt--.le ~M'6 S;LeMENTSI w/l HArCI1.€. P tjF2.EA) ..:..., ('!Yp .. CF ;Z..fJL.ACES ~ -nz,usses: 6/5 ~E> -X EA Sl~. I ., -~.f2AFTE~S;: 2. L..A ~,lZS . . o/B" ~WB- ~ 5EEEE/~,1 . S>IM, . INTEGRUS Architecture, P. S. St. Paul's Canterbury Manor Bremerton, Washington INTEGRUS PROJECT NO. 9205 Date 1,1.B, q& Item No. P IZ /, Sheet No. A4. / ~. VENTILATION SPACE P~VIVe: 1-1~jZ- W,NsT: e j2QJF/c.L-G( F-f2.AM'G" ~L8V1ENTS -------.--- 5'-0" MIN. EA. SIDE -- - ----'---()~-2- --.R--WALC----- ... ---.-,-.---------- -----\ (- ') , ) / ) ( . ./ ~. "-', /~ , ( ) () j,. ( \1 ) \( i( I \. .., ,. 5/811~W~ -rYPE- >< fA SIDE" . O,l1NFIL ' ~ TY~ H ( .) NOTE.: UN PraoT €:C'fE.P OP€N 1C:t{?) TH~DU6:rH -rtzUS& PLANE AI2E .ACCePTABLe ffZ.OVI PEP T:gUSS-AZAM IN~ M~MBE~S. ,'/2-E:T P-IN-I- tfi2- -P(2OT"e:-cnOl-.L CLARIFICATION DRAWING NUMBER INTEGRUS Architecture, P. S. St. Paul's Canterbury Manor Bremerton, Washington TY-F: ?co ) ( /) , \ , VINYL SIDING - ~ ljUILDlNC;--FAPU'~ .. _ ~~8'~_GYP~_SHEAJJ--lING ~ GABLE END TRUSS ~--_._---_. -- ---.-- --- ::/J ('J~-.' '- (~ ,~.) ( - '''-/ -"""-... ""---'. . ') (i \ f I i. j ~ I I ):' \ .,-, : AjZ. e;p... s e: FAJ2-.A.. "'-IO~ WALL 2 LAYERS 5/8" GWB TYPE "X" EACH SIDE OF INFILLED TRUSS. . 'i.; CD-5 , INTEGRUS PROJECT NO. 9205 Date Cf,Ze.93 Item No. P/2 I. Sheet No. / I A '7, / , .. BREMERTON-KlTSAP COUNTY HEALTH DISTRICT WILLA A. FISHER. M.D., M.PH.. DIRECTOR 109 Austin Drive Bremerton, Washington 98312 Environmental Health Division (206) 478-5285 FAX 478-5298 RECEIVED SEP Z 3 1993 September 21, 1993 INTEGRUS Integrus Architects 1600 Exchange Building 821 S~cond Ave. Seattle, W A 98104 Re: S1. Paul's Canterbury Manor, Bremerton, Washington Dear Sir/Ma'am: Plans have been reviewed and approved by this office for the new commercial kitchen at the above retirement center located in Bremerton, W A. A mop sink is the only additional item required by this office to meet retail kitchen standards. All drains originating from food contact equipment must be indirectly plumbed to the sewer per the latest edition of the Uniform Plumbing Code. This includes refrigerator/freezer condensers, ice & pop machines, coffee & espresso machines, etc. If you have questions regarding this letter please contact me at (206) 478-5285 Ext. 7106. ~ Sally Harrison, RS. Environmental Health Specialist u .[ ~ "',"": G R " ~ .-- .'~- r~ , .--- , r "'E~EOHCN.~ CQNFIAMAT10N o El'l~ ~~ d~gO 1j11l1'/:r.~ 921 SQCu.w. Il.q ""'Ile $olJ7.tfctJA ~1l,fM IS";:, --. -:- ~~~. ~.;,j,l. ~ ~.-J~"".: -.__~~~~:::-::':c":':::::_-::::;:;::r:::;:-___-A-.._~_~__-T. _____ I ~ .~-~J.~~ ~I;_:';~!e ~?;.1;91'l~_-'~~_ /. '~,/~?ft1 :?~'..f(;./';(!;. l' :{;'i<.::" 'it '<i! \h-/tc~) 47e:::_~E~ 7':;~ " ",.., "'4""~'~ h ~ ,~?' 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R ;- .J Sl'C,419 Rf P,\iR .~ 1''lt' ""..-.trt!ct,(1r III' ''elit'walof an\' pal1 d' an n::..img :1utldlO!' for ,he rdrp(l\e 01 '1' n:..'n,cllance D ,.j s S('( 4111.SE1...."nIZER :, "'.hemical tha?cause:.. a ~UbSIaIlIi,,1 proportion nfn poser, JY:ople N animab 10 dcvelop all dllt:rglC reat.:lIon In normal ii~~ue after rt'. ~atet1 t")(p""Uf"t' Ir the d='{':l' SER V!l E COR R II.0R I' J luil) enelo'.ed pa< .a[:::- u~cd fortran~rOr!"lg ;,aT- .m!",,, proouctlOn malenal\ doll lor plJlTYhe, other lhan reqUired e.\iling.. SHArI' 1\ ili' ,n{enor "r.le<, ~ndo~(;d hy wall, or Uln~truClltJh. e'ltenrJ'ng IhrulJl1h 0,1e or m,'T'P \!nn..., or na,elflC'n!<' wh,ch c()nn.'C!~ or:w:'nlll.gs 111 'U(T~~'IV( nOOI', (If 110"'" "p.J roof I;) .,cu>mmn(!lIte elevlltors. dumbw811CT';, mIThamca! . eqUIpment nr "mol':;l lit\' '('1.". or t(llranSI1111 IIghl or venldallOn dlr. S~IAvr f.l'Cl.OSI.RE .\ the \"dll~ onon'inlellon fnrrmnp. the h{'undane<:lf a ,haf~ S'/-i ALL, a~ u'ed m th" '-\l,k. " m3",dat. F). \\10KE OFTi't' fOR :<, ,;p <lJ1pf('V!O(1 ,Jt"vlce m.1I ',Fn,(', "hillle 0r mv.\,nlt' par!lcJ~, d cOfPh,'\1 ''''J ~~ S!"Hrrf, See [h.rr.lt"f "~, tu€ ~ "lOR'\' .' th.llpu-<'lJrn. oJ nu;I11Jn~ ''1l1I.(.cdl,. 1W~C'n!"e;Jpper' ulfa,'f nf;.y ..., / ~I oRE. f11V.T and Ihl' ,Jp;Xf 'udad' 11 ,Iv.: 1""-11 'le~1 I~H' [Xl.t"Pl ~hatth( Irpmn'it ~IO!) / t.P /Vi. { '11;!:r,;.: :11,;1 )(111"1,' C'lf.J hl"'.j,'l!, 1;1' luc1cd h--??u.C'p'1lht" upper \t;rla(p of tho" i(~'-~ <;o7t)') ,'lm' Innr 2nd I"~ Cl!lnf 0, 'o"f '}'lolV/, tllhe filll,hed floor kvcl dlrecth 3bme')...~~~ , '~:'L:~)r ,mU:":'.,;.,.,~..n.<}"f 'pace I~ "'l~~;i~.lxwe ~rnd~~..0D.I:d~ 'f....... -.:: _~T1.!:,~tjlia.r: -'.1!".Ii.~II"fhC'lolalflt'f',nt't(ron'mon:!han 12 ret'1aoove>p..radt . '\ ;, ..f.';I~:) Iler,. < .:"1V pili ,]1 ~l'S;tft!e or U'lU\('J u;1(kr Hoor 'I';we ~hall ht" :~!:.?: (:~. '- .. ---- ..-- -~- - - .--- -..------....-- .J '-...1 I-II "':j n:; ~1J n r; r 'O~\Y Hw 1---- "'11 .he I. :- ". '/" ,-.. - ',_; '(~'Ih \A. ,":'. t- 4Cd1.f ", '1" a ""GP .~_ .- - tJJ(.,,' ~' t\.t'! ,- of ~t~:':d~l!~vlrfl:: l;ll~\ OitC f'\.}f't '~\.t': ~ ~~f"' '-;J \",,~;;,;? :-t,: ~ ti~ r . (,\.'t'; "not rn(~'~;',; t-;;;~ ltf. i '.' 1!~)F.t;hu',,"' f)c:, ,'t'r-. ;'~'h,.".t;.lIr:t''''''m~h:o,iJ.=- . _ .~~~ L/~G~~S\';_;.o"~~I"~t i~~~'-;:. r; '~.!..:.~ -, .1 t.! '.. '\ ,I H~"- -::' ... :,j~ '- I. '1f ;. .G 1l\ ~T \~ 'I u", '.', '~'I"" :. v"J .','r, '~.~ir .. d:r " t d', . , ,.....,...;... l!i(- l. ,lJ~"';.1 t -t :,.\1' ~ . ~ ~~~ ,!.(", 1'": ~t J~ ,T, ......r:. ',,,,, ~, , . i. ,. II' 1 , , 1 I,"'. :. I., i' i. '~", ~ ~ 1 i ''1'; ','l ,1. "l.- '.- 'r ; ~. ,-' _' .. "I 1_, ,"-;'.' ~ J I~GRUS Architecture, P. S. 1600 The Exchange Building 821 Second Avenue Seattle, W A 98104-1503 ADDENDUM #2 Int~grus Project No. 9205 September 1, 1993 ST. PAUL'S CANTERBURY MANOR Bremerton, W A NOTICE TO ALL CONTRACTORS: This addendum is part of the Documents dated 8/16/93. References made below to the Project Manual and Drawings shall be used as a general guide only. Bidder shall determine the work affected by Addendum items. PROJECT MANUAL Item #2.1 Cover CHANGE: Interchange Fax and Telephone number. Telephone: (206) 628- 3137, Fax: (206) 628-3138. Item #2.2 Section 02221- Excavating. Backfilling and Compacting for Utilities 1. ADD: "See paragraph 3.1H." at end of paragraph 3.513,1. 2. DELETE: Paragraph 3.5B,2 in its entirety. Assumed BASE BID scope of work for Excavation and Backfilling is as required by paragraph 3.4B,3 for the utility line design elevations indicated. Item #2.3 .Section 02222- Excavating. Backfilling and Compacting for Structures 1. CHANGE: Paragraph 3.5C to read as follows: C. If unsatisfactory soil materials are encountered at footing design elevations, continue excavation as directed by Architect. If conditions are not a result of Contractor's negligence, additional excavation and associated backfilling deeper than bottom of footing or slab sub-base design elevation will be paid for in accordance with contract conditions relative to changes in work. See paragraph 3.1A. 2. ADD: The following paragraph 3.5D D. At Old Building(s), overexcavate at shaded areas indicated on the Grading Plan to 5'-0" below subgrade following topsoil stripping for BASE BID purposes. . Actual overexcavation depth shall be to firm bearing native soil or depth approved by Architect. Any deviation from assumed BASE BID will be paid for, or credited in accordance with contract conditions relative to changes in the work. See Section 00300-Bid Form: Unit Prices and Section 01028-Change Order Procedures: Unit Price Change Order. 920S\OMP-8POCSIADDENDUM.2 y ADDENDUM #2 Page 2 ST. PAUL'S CANTERBURY MANOR Item #2.4 Item #2.5 Item #2.6 Item #2.7 Section 8410~Aluminum Entrances and Storefronts CLARIFICATION: Automatic Door hardware required for doors specified in this section, are included in the work of this section. See paragraphs 2.5G and 3.5. Section 10522-Fire Extinguishers. Cabinets. and Accessories CLARIFICATION: Paragraph 3.2, Kitchen and Mechanical Room extinguishers are wall mounted on bracket, one per room. Section 10552-Mail Boxes 1. CHANGE: Paragraph 2.1 C, Aluminum box acceptable in lieu of Sheet Steel specified. 2. CHANGE: Paragraph 2.1 D, Depth in inches is 6. Note all dimensions are nominal. Minor variations to accommodate manufacturer's standard product is acceptable. 3. CHANGE: Paragraph 2.1 E, Master key requirement is deleted since it is not compatible with USPS standards. 4. CLARIFICATION: 3.2 Schedules: number shown is for double tier units. For single tier units double the quantity shown for a total of 80 boxes. See elevations 1 & 2 Sheet AlO.3. 5. ADD: Outgoing mail slot, wall location to be determined, and coordinated for depth. Section 10800-Toilet and Bath Accessories 1. CLARIFICATION: Contact for SafeTek Grab Bars is Diane Coran, Safety Technologies, Inc., 780 South Apollo Boulevard, Melbourne, Florida 32901. Telephone: (407) 952-3664. 2. CHANGE: Paragraph 3.4 B: 24" x 30" mirror to 24" x 36". This mirror has a frame and will be installed in the public toilet rooms. 3. CLARIFICATION: Paragraph 3.4 B: Toilet Room Mirror, 30" x 30" is frameless with bevelled edge. To be installed above sinks in typical Apartment Bathrooms where " 24" x 30" MIRROR " is currently shown. See drawings 1, lA, 6, 8 on Sheet AlO.l. 4. CLARIFICATION: Paragraph 3.4 B: Medicine Cabinet does not require mirror face at elevations 4, 4A, 6, & 8, Sheet AlO.l. 9'2OS\GMP-8PECSIADDENDUM.2 , " ADDENDUM #2 Page 3 Item #2.8 Item #2.9 ST. PAUL'S CANTERBURY MANOR Section 12512-Horizontal Louver Blinds CLARIFICATION: Paragraph 3.5, Schedule: Louver Blinds required at all exterior windows except as follows: 1. Windows into stairwells 2. Windows into Vestibule 135 3. Window types W13, W15, W19, W20 Interior "relite" is defined as door sidelight. Louver blinds are required at sidelight at door 43, and 134. Section 12692-Floor Mats CLARIFICATION: See Item #2. below for scope of work. EQUIVALENT PRODUCT APPROVAlS Per Item #1.2, Addendum #1 prior approval of products is not required to submit alternative pricing to the General Contractor under the "VALUE ENGINEERING OPTIONS" section of the Bid Form. However, some products have been reviewed and received prior approval. A listing follows for other Bidder's information and convenience: Item #2.10 .Section 8952-Translucent Panel System Skywall, Inc., 2~" thick panel system, with Translucilite plus Tedlar coating. . Item #2.11 . Section 10oo0-Miscellaneous Soecialties: Wire Mesh Partitions Acorn Wire and Iron Works. Item #2.12 Section 10522-Mail Boxes Bommer mailbox #9040 with finish 628. Bommer outgoing mail #491 with finish 628. CIVIL DRAWINGS Item #2.13 Item #2.14 Item #2.15 Sheet C1.2 1. CHANGE: Ground Fin. FIr. 301.00 boxed note to read "Ground Fin. FIr. 301.33, 300.67, See Architectural Floor plan Sheet A2. 1. " 2. DELEfE: Note at bottom of Sheet that reads "Under new footings, overexcavate new fill areas l' -{)" min. ...." Sheet C1.3 DELETE: Requirement to slope foundation drain pipe to drain. Sheet C1.4 1. DELETE: Concrete bollard note at Apartment building entry. Item leader points to is Landscape work. 2. CLARIFICATION: Add "Concrete" to typical "Extruded Curb" note. 920S\OMP-SPECS\ADDENDUM.2 . ADDENDUM #2 Page 4 ST. PAUL'S CANTERBURY MANOR Item #2.16 Sheet C2.1 CLARIFICATION: Detail 12, add 6" width dimension at top of curb. LANDSCAPE DRAWINGS Item #2.17 Insert Drawint:s ADD: Insert Landscape Drawings after Sheet C2.1. For purposes of Addenda #2 bound with Mechanical and Electrical Drawings for convenience. Index L1.1 Landscape Plan L 1.1- Irrigation Plan ARCIllTECTURAL DRAWINGS Item #2.18 Sheet A2.2 1. ADD: Closet shelf and rod in Closet off Mgr office 134. 2. ADD: Adjustable Shelving in Closet off Lobby 138. Item #2.19 nSheet A2.2 to A2.4. Housekeepini Closets ADD: Adjustable shelving on wall mounted tracks along one wall in Rooms 118, 218, 318. Item #2.20 Sheet A2.2 to A2.4. Kitchen Make Up Air Shaft CHANGE: Make up Air shaft required at Northeast Two Bedroom End units numbers 124, 224, 324. See attached Clarification Drawing C-1. Item #2.21 Sheet A3.L Notes Add the following: 3. Provide ceiling joist for all GWB ceilings where height indicated is below bottom of floor framing above. Item #2.22 Sheet A4.1. Attic Floor Plan 1. Add fireplace flue and shaft. 2. Add the following note: Continue vertical shaft walls from floor below to bottom of roof deck unless indicated otherwise. 3. Add two (2) shaft extensions per 19/A11.2 for kitchen make up air shafts. 4. Vaulted roofs above Dining Extensions are 5:12 slope, shed roof over kitchen is sloped as required to meet high and low point. ~OMP-SPECS\ADDENDUM.2 . .. ADDENDUM #2 Page 5 ST. PAUL'S CANTERBURY MANOR Item #2.23 Sheet A 7 .1. Wall Section #3 Add the note 'dampproofing' to the north side face of the concrete wall. Item #2.24 Sheet A9.1. Typical 2 BR (jj) End Plan. Private Bathroom Change elevation reference numbers from '7 & 8' to '8 & 9'. Item #2.25 Sheet A9.1. Typical 1 BR plus Alcove Plan. tyDical alcove toilet . Add note to grab bar shown opposite toilet: '36" Grab Bar'. Item #2.26 Sheet AlO.l. Elevation #1 Change detail reference from' 11 A3.3' TO '2/ A3.3' . Item #2.27 Sheet A12.1. Door Schedule. Abbreviations Add the following: SL Sliding Track (@ head only). Item #2.28 Sheet A12.1. Door Schedule. Doors # 03.04.05.06.lO.11 Hardware group to be #1. Item #2.29 Sheet A12.1. Door Schedule. Doors # 07.43.107.119.133.207.219.307.319 Under glazing add the note: 'Wire @ Relite". Item #2.30 . Sheet AI2.2. Window Schedule CLARIFICATION: Window type W2G is the same as W2 only with internal grid Item #2.31 Sheet AI2.3. Room Finish Schedule 1. CHANGE: At Room #25 Central Kitchen all walls; stop FRP at 8'-Q" A.F.F. provide manufacturer's standard trim to GWB. GWB above to be finish: TI/PT, color: C-29. Exposed GWB at ceiling to be finish: TI/PT, color: C-29. Paint type to be Two coats interior semi-gloss acrylic latex. 2. CLARIFICATION: Rooms 129 & 142 Mat extends south from Doors 129A & 142A 4'-Q", full width of corridor. Mat finish surface to be flush with adjacent carpet. 3. CHANGE: Note 6 to read, Entry Mat (M) @ exit door, extend full width of landing and extend 3'-Q" south of door 51. Mat finish surface to be flush with adjacent carpet. 4. ADD: Note lO at Room 134. 9'2OS\OMP-8PECS\ADDENDUM.2 .. ADDENDUM #2 Page 6 ST. PAUL'S CANTERBURY MANOR STRUCTURAL DRAWINGS Item #2.32 Item #2.33 Item #2.34 Item #2.35 Sheet S2.1 1. CHANGE: 8" Step between grids B & D along and between Grids 25 & 27. Should be 1 '4. 2. CHANGE: Typical hold down size is HD2DA, instead of HD7 A, as noted in notes and at Grid 17-L. Sheet S2.2 1. ADD: Rain Canopies at Grid B between 2 & 3 and at Grid B between 29 & 30 key details 14 and 21, Sheet S3.1. See also Architectural Drawings for size and framing. 2. ADD: See Architectural Drawings for roof slopes of low roof between Grids 31 & 32 from B to H. 3. ADD: Typical header over window below at Grid 19 between L & M. 4. ADD: Typical header over doors below at Grid B between 2 & 3. 5. ADD: Detail 3/S2.1 at Grid B between 3 & 12. 6. CHANGE: Typical hold down size is 7 A, instead of SA, as noted in notes and at Grid 17 L. 7. CHANGE: Hold downs at Grids D-12, F-12, G-11. J-11, C-20, F-20, G-21, & J-21 are HD20A, instead of HD7A. Sheet 2.3 1. CLARIFICATION: Delete wall and beam at south end of entry canopy (north of Grid C) between columns entered on Grid 16. Add TS 8 x 3 x 3/16 per Detail 12/A11.2. 2. ADD: Typical header over door opening below at Grid C centered on Grid 16. . 3. CHANGE: Typical hold down size is HD5A, instead of HD2A, as noted in noted and at Grid 17-L. 4. CHANGE: Hold downs at Grids D-12, F-12, G-11, J-11, C-20. Sheet S2.4 1. CLARIFICATION: 6 x 6 post at Grid 22 (and 10) supporting deck beam (L VL) to extend down to top of foundation wall. This is typical support for L VL per 29/S 1.2 and (3) 2 x 6 may be used at contractor's option. ~OMP-SPECS\ADDENDUM.2 .. ADDENDUM #2 Page 7 Item #2.36 Item #2.37 Item #2.38 ST. PAUL'S CANTERBURY MANOR 2. ADD: 5-1/4 x 9-1/2 LVL at Grid C from approximately 12' west of Grid 16 to 12' east of Grid 16 with (3) 2 x 6 supports per 29/S1.2 at ends and in walls at 4'-8" east and west of Grid 16. 3. DELETE: Header centered on Grid 16 north of Grid C. Sheets S2.2. S2.3 and S2.4 1. DELETE: Detail 1/- at Grid J between 12 & 13 and 19 & 20. 2. DELETE: Detail 1/- at Grid 17 between F & G. 3. DELETE: Detail 3/- at Grid L between 13 and 15. Sheet S2.5 1. CHANGE: Beam on Grid H from 8 to 10 and 22 to 24 extend to Grids 11 and 21, respectively. Change size from 5-1/4 x 14 LVL to 7 x 11-7/8 LVL. Support at ends with (3) 2 x 6 posts per 29/S1.2. 2. CLARIFICATION: Beam line on Grid J should extend entire length from Grid 22 to 24. This beam line and beam line on Grid J between 8 and 10 indicates 2 beams - roof beam and window header. Both are 5-1/4 x 9-1/2 LVL. See DD/A6.1 and AS. 1. 3. CLARIFICATION: Detai16/S3.1 SIM at Grid 24 on D and E indicates Simpson HI required from bottom chord of all roof trusses to wall sheathing on full length of corridor walls on Grids D, E, F and G. Sheet S3.1 CHANGE: Detail 14 - Replace with attached drawing CD-2. DELETE: Detail 15 CHANGE: Detail 21 - Replace with attached drawing CD-3. MECHANICAL DRAWINGS Item #2.39 Attach Drawin~s ADD: Attach Plumbing, Fire Protection, and HV AC Drawings for all bidders reference after sheet S3.1 Index Pl.l Ground Level Plumbing Waste & Water Pl.2 Entry Level Plumbing Waste & Water Pl.3 Second Level Plumbing Waste & Water Pl.4 Third Level Plumbing Waste & Water P-l Laundry & Drinking Fountain Risers P-2 Typical One Bedroom Plus Alcove Riser P-3 Typical Two Bedroom Center Risers 92llS\OMP-8PECS\ADDENDUM.2 . "I ADDENDUM #2 Page 8 ST. PAUL'S CANTERBURY MANOR P-4 Typical Two Bedroom Riser Diagram P-5 Typical Studio Riser P-6 Typical Back to Back 1/2 Bath Risers I Fire Protection - Site Plan 2 Fire Protection - Ground Level 3 Fire Protection - Entry Level 4 Fire Protection - Second Floor 5 Fire Protection - Third Floorl Attic M-I Ground Level - HV AC M-2 Entry Level - HV AC M-3 Second Level - HV AC M-4 Third Level - HVAC M-5 Attic Plan/Roof Plan - HV AC Item #2.40 Attach Drawinl!s ADD: Attach Electrical Drawings for all bidders reference at the end of the drawing set. 'Item #2.41 Index for Division #16 Electrical Drawings Sheet No. EI E2 E3 E4 E5 E6 Sheet Description Site Electrical Plan First Floor Electrical Typical Corridor Lighting & Power Attic and Roof Plan Unit Electrical Layout Electrical Riser Diagram ... END OF ADDENDUM #2 ... 920S\GMNlPECSIADDENDUM.2 " .a .. .n... ~.. ~.. ,-..'- -.-.. - -- -. .u ....... . ~ I I I I r . 1I ~ TWOBEDRO_QM__@END @ NORTHEAST CORNER. ',' IZ I~ ::::r'-o" .-.......-..... .. -:/4- ; , ". . . ~ . --"" .'-. -.' .-' _..-:...- : - C L-ARIF-IC A TION ..D.RA-W.ING NUMB ER .:--:u-~-:.=_ '..~-=-_; - ..~,_ :-. i . . ;. fl~' u.~=:~..~. INTEGRUS Architecture, P. S. ' . .'--- ---"-:;:':: I u__ . St..-~ul's-Canterbury-.ManOl" --- - .----.- Br.~~on,_~ashington. ..._m... ...... .ADDENDuM~NO. 2 INTEGRUS PRO~.NQ. 9205 - -.-Septem~,-1993 Item No.-''2. 2..0 . Sheet No.A~:~ A- Z 3 A:z..+ ." .l. ~ GALVANIZE ALL STEEL WORK It WASHERS 3/8x41f~ (GAL V) J 16 1 1/2~ THD ROD W/NUTS (GALV) ~4 ~X4 3 SLOCKING / / .3 16 v ~ 3!4x4x8 W/2-3/8"~x2" LAG SCREWS EA. SIDE DOUBLE STUD EA SIDE OF' PIPE (CONNECT EA STUD TO TOP PlJ\TE W / ( L.30 ) 1 1/t STD PIPE" . (GALV) " I TS 5x.;): 1 /4 .7IJ wi END CLOSURE ~ ~ 1 /8 '/ DRAIN HOLE IN BOT. OF ALL CLOSED MEMBERS CANOPY ( LS30 >EA END OF EA 2x4 END SUPPORT CLARIFICATION DRAWING NUMBER INTEGRUS Architecture, P. S. C~~2. _~. :~.~,t.::<-:"", . St. Paul's Canterbury Manor Bremerton~ Washington ADDENDUM NO.2 INTEGRUS PROJECT NO. 9205 September 1, 1993 Item.No. Z,~ 6 Sheet No. .:s'3. / , v L 2 .'/2)(2 1/2x1/4 x4" LG. WI 5/S"Glx 2 1 It LG. LAG SCREWS TS 5XJ 2-2x6 BLOCKING 2x6 TRIMMER CANOPY END CONNECTION CLARIFICATION DRAWING NUMBER INTEGRUS Architecture~ P. S. -. ., r;.cD<:~$:i3:. .""..> .-\J' _~~-:;~.:~ . '", '.: -":".-.;'':'-:::!'.:.:~'''- St. Paul's Canterbury Manor Bremerton, Washington ADDENDUM NO.2 INTEGRUS PROJECT NO. 9205 September lJi 1993 Item No. '2.. ~?; Sheet No. 5 3-, / INTEGRUS ARCHITECTURE TRANSMITTAL 1600 THE EXCHANGE BLOG 821 SECOND AVENUE SEATTLE, WA 98104-1503 FAX 206 628 3138 Toe I~ ~/JC~ Date U7;Y (J)? J5~t::~ Job No. /fU?& L?q;7 r: Z-Brb 4Tl1 S'~er Subiect 15~~~ ~ 9l33/0 , Job Title 1,7.93 crUS- $7; ~/ft{(,.rS- ~.&ij,R;/ 8/c?/93 ~ Oc>c-w#t ~T.s: 2066283137 We are sending via o Fax transmission Total pages transmitted including cover sheet pHard copy sent by common carrier uPS o letter o meeting minutes o memorandums o notes o contract 0 chg. order/proposal/fma ~raWingS o shop draw./submittal 0 specifications ~ther o drawing file on disk -#-2. The above items are transmitted as follows: ~or approval 0 as requested 0 for your file o for review & comment 0 returned after loan to us 0 other ~or your use Remarks ,.l f'rulessional St!rVlce Corpor,ltiun \ ~, / S'tJ;l?J ~ / 5 ~ t.f.3 aJUUVP1 15/~/ /5675 - F Pennlt Number: 14968 BIUIMERTON BUILDING DEPARTMENT Inspecdon Report /11. e c. tr. 4- '; c "'f L Scope of work: RETI~ HOUSING PROJEcr A.ddress: CALLAHAN DRIVE, ~ 7 () ~ Owner: ST PAULS EPISCOPAL Contndor: CALRK CONST - Phone: Phone: 628-3137 COMMENTS: FOUNDATION Hable) FOOTINGS APPROVED: WALLS APPROVED: COMMENTS, P I -- & 4~ ~~y ~~-' ~ ~~ ~ S;.I("-"Y 1-4 ~~ ~ f)lu~l'!!L '~ '\ " APPROVED: line uin:mentll aired 10' Insulation: r ENERGYCODECOMP~CE COMMENTS:______ UNDER FLOOR/FOUNDATION INSUI.A30~PROVED: WAIL INSUlATION APPROVED, ~ 1 CEI\JNGINSUlATIONAPPROVED, ~;.. , MECHANICAL art hearth COMMENTS: ~~~Ja-I-~~ ~/3"'5V _____ f~ ~/ ~~ A:M.- ~/~ ~,~,..q7' GAS~~~G:~ ~ --0;7~-;::~APPR:VE~'---~----- OTHERAPPLIANCESAPPROVED:_____________ uUed COMMENTS: F"+- /I'~ d.....r~~ ~.A- /2'2 7-~ rJ ~ ~~ ~/.,s/ ,," II /!o/fY ~_ (3r';f;fj~u;WORKAPPROVED~~y _PLUMBD<G ROUGH-D< APPROVED~;; r ~ SBDTROCI[ COMMENTS:__~ ~.~ ., /-~ I L ,,/ d ~y ~ UI~ ~ ~ 7-[3-9"7 SHEETROCK APPROVED: w~ ?Jy/Yy uired E Buildi Buildi uired COMMENTS: FINAL APPROVED: LZY ~--.- ~A~,~~ I I / / ~.~~~ ~~~ ~~~ ~~ ~~~~~. i CERTIFICATE OF OCCUPANCY ~ ~ ~ ~. ~ ~ ~ ~~~~~~ f!7~ ~ ~ k CANTERBURY.MANOR ~ ~ 703 CALLAffA.L'J DR f!J]~J ~~ ~tIud~~~~~uu:tIt~~cf~ f!J]~ ~o/~ ~cff!J]~~~~ TYPE CONSTRUCTION Vll:1r 'i. TYPE OCCUPANCY R1 / A3 <]j)ate: COMMON USE . Apartments/Assisted living units September 12, 1994 f!lJ~ @/fidaI This certificate must be posted and permanently maintained in a conspicuous place. Permit No. 14968 .J Facsimile Cover Sheet To: Gene Eckland Company: Eckland DryWall Phone: Fax: 876-t557 From: Scott Erickson, Inspector Company: City of Bremerton - Building Department Phone: (206) 478-5275 Fax: (206) 478-5278 Date: 12/13/94 Facsimile Cover Sheet To: Dave Narramore Company: Phone: Fax: 805-371-6865 From: Bonnie Krause, Permit Technician Company: City of Bremerton - Building Department Phone: (206) 478-5275 Fax: (206) 478-5278 Date: 03/22/95 Pages including this cover page: Comments: Inspection reports for St Paul's Canterbury Manor / ;; V,?< :J ."';;'-I;"~."J,..,;t"-/~';:kif.,.(.., /5:J.{3 ~YJ _ 15/~/ /5ZJ'iS'- F Pennlt Number: 14968 BRIIMIIRTON BUILDING DEPARTMENT Inspedlon Report /J1. e c. tt. 4-- ;- c -'1- L Ii: r" Scope of won: RETIREME'lN HOUSING PROJEcr Address: . CALLAHAN DRIVE, 700" 71')"'7) Owner: ST PAULS EPISCOPAL Contndor: CALRK CONST Phone: Phone: 628-3137 COMMENTS: FOUNDATION FOOTINGS APPROVED: WALlS APPROVED: ~~~~~y 14 ~~ ~ r;j-ucrL?iL COMMENTS: APPROVED: FRAMING line 10' RNERGYCODECOMP~CE COMMENTS: UNDER FLOOR/FOUNDATION INSUI.A)J~PROVED: WALL INSUlATION APPROVED, ~7~CEILING INSUlATION APPROVED, 7.-.y /7 1 MECHANICAL ound-coated hearth COMMENTS:___~~4J, ~/v) 14"~~/~>--- ~ /3.-' <7 Y 4 J), ./, ~;~ ,k rj/--L._ /..-:::{ //-1,. I' J- , / ,~_.-x:(//j:f,./ - /' .- C,;.. '''.,r' 1/. '-.'., '. -L- ), ''''''''-r1-~tf::. _l"f!I--1..~ /\'.-''(T.l,,'''_,.,,_. f..' .. tor- <." ( , ~eeIil\, C;v ,v- ::~~~:G;;~RO~D,~----~0~{~-f:::-;;:AP~~::-~'=-==-=---= OTHER APPLIANCES APPROVED: aired aired COMMEl'o'TS, ~"en.- cf...r""t ~A-- /2- 2- 7-~ _____?4__~--~~-~~'f~ ____________ ( \ I , { \ / II C / r y ,- / -~,/, PL\lMBING GROUNDWORKAPPROVl!D~~_PLUMBING ROUGH-IN APPROVl!D ~ ~I:-~ ( '() J II V,/9 ,V / // I/~ Y ~-- 5// ~/sy '-...., ...-.?'t' (~" SHEETROCIl COMMENTS:___~ ~~ 3 ~~ -~ ~~ 7-/3-9'-1 ~ SHEETROCKAPPROVED:_-*~ 7/J/Yf' PINAL aired E COMMENTS: FINALAPPROVED:___~/ ~---. ~J;~4~ . I INS UL /1 /10111 SHEETROCk , --------1-.- ,___~._._ n__._._n__.._._.___!____ i i --_._------~- ! i i ! : j: - ..j.;. 1_:' I' i i ii'- ________.-11 ,'. rRAM! AI G G - L E:V Et..:,Ij-'O",; '.":.f ....< .' 0J€S rj! . E'=-[E::;LfL~lr----- . I IJ ....JtL.g,;J , i 2IVl> L~JlcL ~/ B 'S T . R' 3 0 LEVE'-, I VlqlN E AlTIlY It4J~ WELLS l'~.' = IrlD I/ll" l' /vi Eo/~ -r7.;)~; .,. I: 1 ! I: I: __K:.L'L 5rvl:, A IT Ie. t4 ,. i , .'J. 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I: A IT Ie. ! : ___._____-----i ' I I I' : Ii I --------~ ; j. ! i ----t II I \: i i ..---------------j--- I i i --- --.1 i I -----ti- /J~lJt~ i I ( I If', ) I -'! /~ 1:_" ' -~-----j I I I I '.,', " i . ----" -- --- ~ -". ----~-1----' --,.-~-------------".- I I I I __~~u_~~. . ---- --~ --------- ------+ ~ I --_.---~--I , . i ! . -. ...j.:.. 1-:-' i: ij-- . ~! bR,IJ0/lING ~-~-':-"rE:-V ELI: ,- - WeST , ~~-l~V€L- ~--------- I - ,~sr .!.' 2."'b_ Lr;1/cL" T W -- r L"..~"- :3 Rb LEVEL. iNS uLfJ!}ON +;'H;~TROU ---------.-------.--.--.--j--- --~--- ------J I I I -----1 I " I I=INAL iIlqliJ E''.JaIl.V If II Ie. Ii ; ! I I: e-~-I L 7- Y-i.'C. ' ntl~ lv'ELLS ~lrlJ)llIl~ j , J. i /viEOy s,-rbR",! ,\ ~ /ii-L--- ! --- ..--' -------- --~-l----- i~ I: ---------~ L L 7~ g-:.7'-f - ---~ ------~ .---- i I -- ----1 ~ I --'---r _ ~.__n___ . .'.-' .,,'..',':,' I: I: -..-__------1 i ! . ! : i --1: 1600 THE EXCHANGE SLOG 821 SECOND AVENUE SEATTLE, WA 98104-1503 FAX 206 628 3138 2066283137 INTEGRUS ARCHITECTURE TRANSMITTAL ILMr. &!nit '8y inJL~ C in J or Brf' JnOxton ~ni~ I:hielopm?nt 2e to 4th tr.e,et -1lr.ernt(rlvn WA q~D Date Job No. Job Title Subiect We are sending via D Fax transmission Total pages transmitted including cover sheet ~ard copy sent by common carrier o letter o meeting minutes o memorandums o notes o contract o chg. order/proposal/fma 0 drawings o drawing file on disk o shop draw./submittal 0 specifications ~ other Co ies Date 1-24- The above items are transmitted as follows: D for approval tp as requested D for your use D for your file D for review & comment D returned after loan to us D other Remarks P/EOeG hok.-Stn1e,. f1eId f?e~ dou0le-QI'ded~feri.. SiQned .A-flfl..v Greg ..fVy -1trLt9h Copy to , A Professional ServIce Corporation AlA DOCUMENT G711 OW,,".:K ~ ARCH /TECT l3"'" CONSULTANT 0 / FIELD 5( s.> ARCHITECT'S FIELD REPORT PROJECT: St. Paul's Canterbury Manor, CONTRACT: General Construction DATE \I/z..''?/o;~ TIME \O~,VYlI FIELD REPORT NO: I ARCHITECT'S PROJECT NO: 9205, WEATHER C~ TEMP, RANGE WORK IN PROGRESS ... PRESENT AT SITE O(l~V- COI~':') / 6Jbo (b((l,~\{~~ OBSERVATIONS ~. INFORMATION OR ACTION REQUIRED ITEMS TO VERIFY ATTACHMENTS ~_ , / ~ " REPORT BY, ~ !:&-_-= , AlA DOCUMENT G711 · ARCHITECT'S fiElD REPORT. OCTOBER 1972 EDITION' AIA@ . ~ 1972 J THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON,D.C. 20006 "page\ of 1 pages INTEGRUS ARCHITECTURE . -- ~ q .~oS- _ 0/ 7 FIELD REPORT ....f?~!..~.:......t./......~.~......f..?::......................!..~~.~.:.......II..~~~_~!!:!............~.~.l!::.!..~.~~.:....?X2.~........~~~............ . PRESENT AT SITE OBSERVATION: G# 17 S V W V W .................................................................................................................,/...............;..L....................:;)........................................................................................................ 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FIELD'REPORT ~1!~..L ~_ ~~ ..;l...,. YI~THER: ~..:... ..!.~_~.~~.~:!_~!._~E~~_~.~~.~~~.~.!..~?.~.~.t~:~:t~1'-~T-f...J..BJ-4~.~.".J:l2 REPORT BY: H\lLE ~f....1L)U.Ju:::.S Page No.2 I __ I \ . r \' \ ._..._..J],d-:2_..Jf.:'.ar:_...Ll.e;::.-L"~-~ \ e.C} , \, ~ \ --...-.....-.......---..........-..-............---.--.-.......-.-.---... \ () i _1_1 L I. 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O:h'M FIELD REPORT DATE: 1/11/0)4- TIME: 16 ~ . M . WEATHER: -40,=, 'CAr~t- ..!.RE5E~.!. AT SITE.EBS.~RVATI~N: ~+4,\v\IL .b6.....j~ J 121. REPORT BY: ~II?E: I.C ~ . . -';~ge NO.'i7~-' ~~~~ L~ /-'^~, .~ ~. =~.D~.~we-J..JY.LtT .. ..-.. ~kf--4"~~~-' ---.-.....-....----...---.......--...-.--.----..--......... ...--------.- ..~- ~~.uL:J.~ ,,:. - -~ X~ cb,' ~-~.~_.. .. ' CN1 ~-:lJ 0 wc.lA r+~? ~-t\~ CIA, ~~~ ... -. ,,-,' FORMS\N()'22 INTEGRUS ARC NIT E C T U R E FIELD REPORT DATE: TIME: WEATHER: PRESENT AT SITE OBSERVATION: 111. nr REPORT BY: Page No.Z 2- 1) ~t ~or f' , 'l ~~~~ ---f.; ~.a'- '" -, . _. u___ 7~~~~e:~ ~~I+- ~~~& 'P~V\1. ~(7<~ "~~ '-' FORMS\N()'22 . INTEGRUS ARCHITECTURE FIELD REPORT DA TE: _~L.l ~J...c:? :i._.---2.~~:.: 10.:9.. V\'1 .WE~.!~.~R: ~__49 I",::> __._..... _!~ES~~~..~_!._ S'!.:~..9..~~~~.Y..~.!.~~~.:...~lf+-t>S~ jB~..,I."",jW.;.~.::r .___.__.....................__.__................. 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FORMSIN()'22 INTEGRUS ARC KIT E C T U R E n0~ . ~'I_..1 ~\ ;. ,I (~ 'Ice ,..j/~/:.,::: '''''-- ~:-.;~. g::~~l FIELD REPORT _DATE: .J!Z?!c:::=f~ TIME: (04 M WEATHER: f?t{t.{CJllI 40's \~ PRESENT AT SITE OBSERVATION: &.+4 ~(K, t::>6 --jB-H i 1<:.T .. .._____.... .l_ REPORT BY: Mt~ lLt~ oS . Page No. '/z. \ ~Il.f 1. ,. . , .._l~~~iAa ",,~t1c;.y<:Se. ~ w~",'Il ~~f ,j\;tCL~<e'.c...c:::::~~\~k e)(*?t-~. \ 'b II r\ \ ~ \ .___. ~.a.......dt._.~V1 e)Jt1rd._.~_ l}J1~ -c-J+. \ ~v'1f'f1.r#iIL ~.\j\a ..._..._.J~.:..b~ .:tla.~_~~.Y.:ri:._..~j.rL_Q~(~CC~.-ss.::._~...d:!dL~.- l ce&:; iCV1 . \ l ~ .....2-T~..~.[\.:-~~-...~~.=.--:.~.;~i, ~-~;~=-.._;.~ f _...~ + ~;:'''~']- ( \i~I. ..__.~_.!...6~_.......i:.~kl.__._-Cc-......._Wl~..._-._~-.Q,:L_CL.--_-_.....-~ __.._ %.~i-r1~.~~;;.--'cc~1I_::t!~ . ~~d.\~li:AS!...: ~ib ' '.' 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U 11 E F1ELD REPORT DATE: . TIME: WEATHER: PRES ENT AT SITE 0 as ERVATI ON . . .. NO.y REPO RT BY Page .1._1:~_. ~euiev~d.._Q;2.n~/l~ &- dfs-rY('6&d7M -... _ tJ1?IU~?<:::1 Ca.Sr a/Y1iYl~ '24, J2.e~olwd_ _~k.d~dL_th'-/~..:d ~~Z-~L~ _~J)..L::&...~ M~_~-P2~_G".'CI - _..__........... 3 L____G...IJ..m...~~. ~-J./ I cff:.~__.._.~ ~tLC~ -...-. ...._..__._.....dLd:. -et1J__._~;y/z..t~c...._. 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'J __ ._ 1-.~--~021*~-~~~.t?Wf\44/ m ~f2f~c-/~ 11~J!::... .. _..__...._~.~ Or....._~t!::r-r J?t..&r,f' ~.--.-if,;:2.~/~ ..-- -- B,.-~~-;:;j?d.~ )?;;; -/;~~ -:;[;r, JA~ _ J).-d.0L_._.-._b_~._- _ L:- _.____. ?7 d. . .l.ljl1Lh~ 1b I/f./ G~ Yrt14 i~ 4-~~/~\0 ?dY1 fr{f,ch/. ff1L?e:Ctrl' - ~ :6-r r~;~-.fj,~/1 ;2~d p~ hft~~-r . SO .....ffi~~__.._C ~ b, ~S~iI-~ J2..)..~/-I- -VJ.dr...~_..$~t'fd, ~&/Utd duf7~ ..Qi/v-tU r ~-'fnI1 (J'M.....I2W~~r;.., ~~., - __~-h---o(~d. 1...._..Reco;.,~I'\~rw- ~ 1 #~ A~('Q ~Ch/~C;- 'I'-f~-.s ._ Ii d f ~.f-L ~t:i ~) ~)_..,/1-.rr~.;;7pd '-hJ., IS'Sw_ rldbY/~ _ .~O ~. YP1AbS f7YrJ.J/iJ 1M hr- ~' /'~~ I'tirt, r-A~ 'io ~ r;~~ f' . '- j, (/ ~ Lf' ~ t--: ,. jqr// 4r-~.f~d- fp /:.qu.e.. p~P'()s;"..f Ii e~s f- i"o Md Z~" N,Y'e ShII/dA/lrJr''o/ at! /)1 CoY/lW tJ,c t-~~ ~ ~vff J~~_ (COY? 'f-) FORMS\NQ.22 Wielqy9sltJndgren RECEIVED MAY 0 3 1994 INTEGRUS Plaza 600 Suite 303 600 Stewart Street Seattle, Washington 98101 (206) 441-5172 May 2, 1994 Mr. Greg Hough Integrus Architecture 821 Second Avenue, Suite 1600 Seattle, Washington 98104-1503 Subject: St. Paul's Canterbury Manor WLA Project No.: 2322 Dear Greg: On April 27, 1994, we visited the job site for an m-progress construction observation. The following items were noted: Fire Protection 1. Fire water main in Storage 45 does not appear to be properly braced on the west end. Verify that supports and bracing meet the requirements ofNFPA 13. HVAC 1. Specification Section 15800, Paragraph 2.07 C, indicates that all longitudinal seam round ductwork and seams of adjustable elbows shall be seamed. The ductwork has not been sealed. 2. Fire dampers at diffusers in 3rd floor corridor ceiling are not fire/ smoke type as required by code. 3. Heat pumps and make-up air unit in attic are mounted on wood sleepers without vibration isolators. Equipment without internal isolation should have vibration isolators. 4. Return air and outside air connections to heat pumps in the attic do not have flexible connections. 5. Verify there will be adequate access to all volume dampers and fire dampers. 6. The casing of the make-up heater in attic is damaged from people crawling over it. The casing should be protected during construction. I N T it G R U<S ARC K IrE C T.U ~ E FJELD REPORT . . . ~. OA TE: TIME: WEATHER: PRESENT AT SITE OBSERVATION: REPORT BY: Page NO~ , / I C-c-/l' -TtIf 6~" C~I7-r~~-h,-~~~v'4d. to (ns-r~ -- h. (0 ~~.g._ /1.:QM~_- _....._..__ ..-..---------.-. ...---.--- . __'9, (2- ._e~~ ~_v-.~_g,,- A-v-~~~~_.if -fu /t?r~~.._. __.___tr..2f?oS4 ~~~fLS"/- -Ie ~L COv~~___.. V ~ ) -- 7~~. FORMS\NQ...22 t'VielalldxLJl,1c1~l'en Mr. Greg Hough May 2, 1994 Page 2 of 2 Plumbing 1. Piping penetrations through exterior or foundations walls shall be sealed with link-seal type closures per Specification section 15050, Para 2.6 C. Electrical 1. The rigid nonmetallic conduit must be supported per the NEC, Article 347- 8. Please call if you have any questions.. Sincerely, WIELAND LINDGREN AND ASSOCIATES, INC. John E. Phillips, PE Project Engineer iNTEGRUS A II c. H J TEe r..D 11 E FIELD REPORT _ DATE: :=;;//7 / q 4- TIME: WEA THER: PRESENT AT SITE OBSERVATION: REPORT BY: Page NO.%, c:r) CI7Y1 -/~d 1fft1.b-J/.s: d#7t3 ScJ-f14'1- he-r~ ~ ~o~-#i ~+ry' L~~L~~/~~~~'" ~ " ~a. 0 f. .~~ ~d .c.&./~~ _I ,tl/!~ _wr/I be. MOv~,I ~~ .6 vt.At (; .. _ L , {:/o W ~...__ H'"\ dIJ ~ /\-- m cl ~. .~~e#7~ -fh,y,~. FORMS\N0-22 INTEGRUS _ ARC: HIT E C T-.U 11 E FJELD REPORT .'-J DATE: ~/17/q4- TIME: PRESENT AT SITE OBSERVATION: REPORT BY: WEATHER: Page NO.% -5J nY? ;St, O-P -G,cr/1~rl/!re. ~-r ~C~f..M-d ~d . .~/!-.c _ do ~(I\ - +0 L/)~ Y'. 1YJ4- - ..Lo....~'1!:L-;_~~__._~7' ~~~_ m. P-e~ ._~j:::-~~S ~ V /e-~...IflMce ~4'6-ed, La!Z:C SAatl A.e /:?/,1P/Pc! h~~_.. (e!.~er l)2sf-~d/dvJ SO_ ~ ~ _-1Li.S..LPJe ~ ~C/~ LS~.. t?toR~ /!ai- --!-~ (e3 rq ~ ~ rf)'15'A . ~~~rfi1'd fh4 WL S7Y~ aT ~_d -P.fgor as~.ePf4.6Ir~-f ?-'VaS )'1 f!-{~c e.., 7) CPl:?serV'~~~&-~ -~r':/ SfY~sr..I1.~/t:?(.e '""h2 sA' ,f~~ds Ii ,c b a !r;.&!. ) e s: 8) COrrAr~c:I M/fer a-r fv--/?'4/7t1u~ h11t1 . wfY\((/&w5 ~ aw,'''Y1:J rv;r~ .b;e r-cu..;u:.-dr?&/ ~/ft1 v~h~cd e4'1d. /1/7/,'/1 Pvr PJ(~~ ?vlfJtt - p~fpd ~fd, , P,a"N~ .;~ M~ (NFI'- vJ I NYA'JvJ . AL~ FORMS\NQ.. 22 INTEGRUS A R ~ II I TEe T..U 11 E FIELD REPORT DATE: 5 (7 q4- TIME: /.OC' /M WEATHER: c9//~caS-~ PRESENT AT SITE OBSERVATION: &~ /I" J /2. T;. 'vi. / J p, ,(/f,. REPORT BY: GrL61 ,~/;;tAe:7J'h" " .I Page NO./A' ;) /4-I/;~e"d ro?tfj/1 ~~~ k--r ;50{A'ff1 _ ._~.;-- ~-4/':t:r!y ~e .L f...(Ay-"d .5ty-?Lf~'_ ..._.__ J I ~___;'.:f: -fp_Q.__~:i~ -7q_~.(~ ~--~_____ ",,,_",_.._1k:J~~_-:ta~_..t_._l20c!~~:5/ j:?-4---r _~/~-Its:~,.- ...._ .___~ _..d:1i (;'"-.I.~L?rU;'t:...z-$ _..!:y-" / I . b<____~/eR1.5"1 veL-....J .....__.--..&-Gfw~t..~v~__~_.. r,e.,.0~U Q-~ r~~kt.r!:J __. r<L-~./Y1cJ ~~ t))tJnCY1S. ._ -...../ ' z) ~dh /~I/~ _ ~ Gr41. :..t6.V(~ W~//c~cl.~ ~T -- ..L- 7K. t J---' .-Z' ' . /. '- __p~~ /?)( /A/!SI77~/1~ /CI _~/S,...-:..v,c:i . tJ. / .../ __ C 1.,,.{4/1/(/0 ~ -r-n --e ..s j . . ~ C~-f-v?,~~ ;::, ~ ~ -/1. ~ vv/~ .. 0-/'^2 ~ fzc:l A~O'. '?~N /'-t("~V" ...fo ..s- t,.t /"J'() ~,d714---vc::rr.{1.# ,J".;-I P'-~ 44Lved h PtOc"1:: i..,? u;L? i/J t7Y&r - .... ~p!VI* <S ~;;~ -&Y~~ - 7r~~i*~-S ~/~~.IIr-r ~ O~ C~(JdS .par -~ ~ ;-I.e, ~) tf2e,v;, W/4.d ~/~ bYJ1/'--".,t;~\.f k-i fcJ...#1 '" .. ~A~f57- ,h~() cI ytJvt-~),t~/fy~'fpcf- ~/(/ ~r'4J Y'o/lMh/ c~;#, j:::;fch-.. . ... ~ #(/~ C-(;v'1S~/r~-S FORMS\N0-22 ., IN T E G R U S ARC HIT E C T..U 11 E FiELD REPORT INTEGRUS A R 1:." I TEe T.U 11 E FIELD REPORT DATE: 5/3/ /q4- TIME: WEATHER: I ' PRESENT AT SITE OBSERVATION: REPORT BY: Page No. ~ 6J-.--tt1~Ct1,t:U,j(" J - 5:'Cl, . ' k d. .k f?~ ~ d ~t/!-'I / r~"/1..txy' ~S ~-IUt~d ~y1 _____CLML____7!P---IP1 2~~..__S;: 1Y1_-f//C-t-2::-~..~_t!J..._f?1 U M (; (~ .__..__.._r.i~~~S....l"__ IVtZ._-P ~_/?J1..cft~g S~ (un M-. ____...._0 C/ ~!.L~::-~ .___.. .________.._ ~-(dw~~ It) /:1: /w~t:J-~~~/?~ 4- __.6.a.ctA:'.:d _.~.el/?f ~s--:I-- __L.ffL.,... + pic C~j . .iM.~ ~-,/~R d !/W'#J~.f -10. ~C"'€tI td?.5:r ~ .~fl'Y'~ fI/ H t:.._.h-.12!.S ~-;- _CJ!li1tLP~.~_CPv!~ ...____.. . .. JJ.-~::c.cn"?Ci (~-'~~LC//ud ~dd(:j,~,ft .!' C CI din A.::hdV1L fr1 ~ ~ r~:fZc:.uY-,z ,/ . .c;v-r- ed..~ Sr~V 'C~~J) ~ ev-4~, ____."77:1 _~-S;?t:? &~ lit:; j.-, !/~:h>~ /'t4 '?JU's/?-Yi - q) f?e0'~..?L fi1 :7'/rz?1~ #Z 0-;id, Gt,~ A--- bi/k . .;?? '-r 7 d,e~ 60. 1C?,2 g./-Ier/l,de n""";';":1 "#. I::r~ MG'd .#'h"ud?-I- rWi~c:!. &~:;c~;t- s-<-<tl~f~ ~VtLd, _ :<<Ydvd .~pJ cP'W? rw.s/~, 't).,RS/4-,^, -&,7 FOAMS\N<)."VA:- SU >'0 fr~l/V'e... oCt/~ Z/os~U ...,. -'~ ~ .. INTEGRUS '4 R C KIT E C T.ll ~ E FiELD REPORT DAT~. Zit 94 TIME: (0.' IS . WEATHER: CLfat7'J2. 7 Os PRESENT AT SITE OBSERVATION: G, /1,. V 8, J2. r .- / / . REPORT BY: Gr~a h6?lCt J.1 . Page NO.?{ .r!.?d...t;tZgse (JL~- S/'/.e Vlr/'1- ?-'VtLS fo P..zf2L{(..~__.......:~ ss: ~ ~.___.-rh ~ f- /'1/ bf/b /J Or rf1S' 0 / (/t! d _.... _a....t:....._~._.__._....~./t-..~L'f<f-:..~.1!:l €'e..fz.Yi&:...........___ . JI~~~'!;;~!a;:s f:!:;~:~Y-= _.._........_.........._.......:.;;_..._.___.__c_..........___..__.. . -.--.........." ?..5' .... ......_.__~J....@.l:.~kl/ !::-~_( _f.'-/ L.~ ~ =-JZ//'t/~.......:t:tz.l0u~ .. .__._..,g~ic.1... I ~........=&LjtJ:JfLL~.-i.::I..tJ. re.L?..t:f~ j) ~ ~..- _._....b&_~~p~~~ c-f ?tJ ICYe'd if/:l_~.fJ-fe..i_ n~/d. _..i1-:J....e..d!..P C f,1. ~/ Cv1 -/D' R1 C c em. 0 rit!-:=Ie <s,L~ 1/ .__..__ ct~ ~_...J.._~.__a...C c ~~ ~ 6/e. .:;.,--..;:;.--....-. .-----...-....---- . '--. . ~_. ~/\~~ ~l_cc..i}j4..1_$1 dt.i:1.q.._.~ d .7'r"i I'M d ~ f~rt!s ~ ~~ t4LL. wmdi~. l.nA// .J _~ h~eP1 .1-0'#1 SL.f..1::YCtM'!~'; .Pvt'W! _ ___.~.!.~_....~-Ls_..a.cce~T~~~ .._II W.f.l~ ^of~d #?~Li:. ~ -fc;~ o.f- -fr-/'Y'V7 d.oes ~-l)r ~ /l&n IY~~ _a&t2/' ~d. w~Yld~(.,J, Cor,.-k~~(./iJvV J1.;/// in ~ -r Ift-dd-_ -I-r / yY) So ~1!:'Lr- . we A / C7/1f?d a1~ #-e ~r'h~d C t::U.,-( If:- -3~~. -1-0 dy/;; ... -f'!~!"}?~~/I/. P/"/,P. -I(tf{.J~ r.-i/l ~ . [~t7 s~.&.? 6f~' ~(,~ ?, A.r;;' I'I1..d-/c;J -h; -. ~.M/~~/.:hV'L ;:..t a~-;'Lll~l.T __!~/(/c.:tJY1.L. 5..e~;ro door ~;,Cf tfI~ FORMS\N0-22 INTEGRUS ARCHITECTURE FIELD RE?O RT _.~~.T~:.....~:...'l:.f..:...:t. 4:::............._....._.!..!~~~._..............._....._. ...~.~~.!..~.ER~~.___..... PRESENT AT SITE OBSERVATION: ............-..........................................-.........................................................................-......-..........-.......................-...---.-...--:;2:;....... 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Vt .!?.I.:7I,e.~.~.c:L...........~~..t..l:.!?.!!..'t:::C;........l...~......:tQ........ /'~...~.~.d:::t.~~.er.tlkf..f.j.. ~ . . ....... ~~...........C::.~~~...d..........t?e.11jL~:?::~::L.........dgr;E.~.!__~;g,_L_....... 'f'i ....... ... .I.?...(!..f:.~......... ...a...........':t2J.!.!!::'t::.........n#?_........e..~:..........~..~1 fe._.._/.$__......_. - 'I -S.e~ ..... ...... .. ........ ........(.._..... ~......... ...... ......t;;.;.{Q~_.....R1.~~..........I(...a..f.:~..!A.~-......TQ.........~:s.&::.:9-.....:$" ; ~~.~. .._ ..~...~.......t2.f_..~~~........~6..~.d..-...k.....~...(d..t........(2..IL~_........... to - __~::f:Mt~L.._~~__._.t:fL ,.,d-~__.__ -. .....................~~.........e 'r ...1J.!.(2..&..........I...~........~~............~...l.<f::6.._._~ ~~_Q..-t..... =~::2~i~j;;?:f~~~;;{:Jdtt. INTEGRUS ARC II I TEe T.. U 11 E FIELD REPORT DATE: 0 " Z I ~ q~ TIME: WEA THER: PRES ENT AT SITE 0 as ERVATIO N : ..--. ... N~h' REPO RT BY: Page -...2J- ,4-,rdtAl.ec.T_.l!?~iT/d //7'10 _s.:&--hts a? .._____i?.ui/~_:5--..~~7'-*.-br;l- 4YJf~t/Y1 "ot/~ .____....L.2...C:.K......._.C2..:f'._.... A:.c..e...4Y2-~-'@..t:...-...k.-?1!.:H. (" c:u~ .- _____..._.(2 f .._.c....w cl__.._..C.l!...t.'-~~8..~.___M._fz.:..__(L~~_.. . ' /' ...J .___..__~ :6.L~~d........:M.~_ s..~..f.fJZi.....,-~c I' c):s.C'/I c-r .___.__...~_._....:.?~:!.y~g;..__~/!!Zr~~.d:A::!::J_t- d~c~/ed _~_~__.d.-I_~~f (-r --L~J~~~~ .i? Cf..r t' d ~, .....- ____.....-1 ~ ~i:.-__d~f ~~._t2 ~i:L._(fl-l1 ~~ '^" C'V k:. ( .s. ._ ...t1~__.~LOC .e7 ed /~.___....__....____._. ~ _~;;;;~;(- '~ ?tp(/~-~~rle1 dg-f~l- -L!:r _-4~ ~;~ ?~L ~/0.r,::':'; ~5(J/(/~d_ _ ~~r GtA./8 1;~;IYb.e .L--hs~~thd _ .b'rS"-1-J ._....?ras5 .b~ckwz=7 .~ r.k? 4c..c/V ~ d :...../ / ~ wJ/! ~~ J2f.-rt'-'~~V1 ~-o;s~~ ~tI .- _44 ~ec&.d::.~~ ~ 6~v,6 7V ~ - '-IJ' / v7- - .. LV / it A v -b~ r(fi"Ld k ~ Vv . ~ :f ~ vh ?"Vtdf-.//~~ ~t/ be h e ~-...J' ~ ~-5 b Ibc~~ I/' ~ ~~~M ~ cl.rtf-d.e , ~~ v ....box. )5 /20 t av~l'/~ ./ C/oS~ .....Iir2/ )11 ,If: (,/ &- /d 6 Y7 '-C.. at~d ~ c.. (J)// ~e ~ c.J-po ~ J C4Yl Ce' d........ -I't:i s :/eL1~ ,be~d eM th1k~@1/"' ~h f/OU d s2..::..I2c;L_ff' C-4 r/ u-- y,~ P-R- cUe(' ~o~?-J 5o-fl1~ sl(j/?~;;4 c.e,;t~c-~4n ..f FORMS\N0-22 . . r J / l.. C:..hJLJ A .?7 ~f' . /' ~ Qv1 t:LU s / ~ ~ a //1 A /71 td Per- tehf.tV\ 'IV/ ..., ~'1 ~'or ~/~?'/*'. \ tA.~ $Oc.wtR.. .....Hl Ie.t +~r~;, ~~~A . ~+ fVVO;;J tGC~M ~ -ttsh~ .f-,. ( tIJ wi: J t;f ~ H r)A"'S/-rI' r;J,,... , t Off. ~. o ~ {s,(tz/q'f- . I ~ ~ ga.cc.~ L..lG7~ S~.AO,o/~. ALl bN "TO oF .f7 X17A~ fI\J/~P ~ p~ S(1)(N(.;. "'o~: l(.AlO $~ 1W I t ~ ftAAY ",or Be: -rt1ff S /hkE tfT7 CANTJdIf'~fApY t'1~ 1N~ .b~f~q4-- INTEGRUS ARC It I TEe T.. U 11 E ~\l FIELD REPORT DATE: ~/zf;/q4 TIME: loo,P'/Y} WEATHER: Cb.~ '7'o.s . PRESENT AT SITE 0 BSERV A TION: 6 A U..B II} ~-r REPORT BY: G/L~ h'Giltbih . '" Page NO.~ ~~t:l frr~ia~ (itJ.~d" /zpk-S 10 ~ .__c::.~~/#4_.d!..e.~~~ de'ci:S ,Per- r:R ~'2'2. -L..-~.f- __~~_a_4)(eSld"....a;l2-_SrL'/::trd .. .._._...1~..__Q. -P _._.pLft~e..__.A/,L!r~x:..~-:et?~.L::.L~.Ii!::.h . . ~E -z..!:1d--EZQ~r- _P~dY#fi.L _z)-MOdd -~;rk ~J;~. J?e-0~d _ ~~_~_d _MJi. $_k_~..GM---L4.t/ U/J7~ijgLt.~-h&v1f. '. d V .-4~dl/l2d *../p~J__~d,L2~e/ yh,f .--tiULeftt./5 -:t-Ld_. M ~A€ ~ / C::f:1~~.:Io -/-vtrn . .C:Jd1.~- It1.Qde,r~ ~ &.f! (C'~ ?J'Z;>/i ..;-:-__f.:::::::i/!.- P/r~. d212 ~: btd~ & ~. ..tI.R..c:..; 2-ov1-fd r ~ ~ to wdd{ ~i/ I b1- -Le ~-,L- ~~// , _ _ 3J F-;rd loc.d~d atlfoJ+7t~l.:iG"_ ~~/ a'h(;V' Q~AJ~St" ?0;~ . #~h/T~ /p/'. .~~ S~)-IC?' .n~-f-- eft.s-~S~/' 6U--'':f- Sha..-U ~ - /, L~ c~.:I~ ~ ~ ::t- 3/-0 ~ 'h I Jk!./11,t'd/m /1 b!? IotJ -Iz;uc#1 ~1A.f~ .ft/;~ Ac-~ ~ iJ1~ t/fc/iltt ,.. 6U~ I?'Of/l.4r ';~ - r~f'-,UlY-(?d Tv _ ~cY (;?Ak~ ~ 4,if' /iR~d ;J.s) --3 1-j..,;V ;1fLt1T!&uLi.w- sA-t",/d /;:z/ .qd'&~-+.M~ FORMS\NQ-22 ~!J C;~~yt/} /?'t(c;! c.,.ear~"'J-Ie rovvf~ d".-f ~ _ _ ._ ,-",,_.....1' --P h_~ ..'/.,//~, ffl/L?/ cml'lfr.-+W/ fI€" //qhf: INTEGRUS A HeN I TEe TpU 11 E FIELD REPORT DA TE: {/ I z& /q4-. TIME: WEATHER: , PRESENT AT SITE OBSERVATION: REPORT BY: ..---- Page NO~ ~-f~.JY5- e;;-4dY7JC-~M d L:J/lil~ _ '??et.l.YL...t..7~~ $S ~r ../ vir::S- c ~S .s J I:/Yt ~ ._. _~~L.':tt1........._~..'k::t1 (&.. _.._.__.____.._... ""$-) ~~"~E~ __ A':_~~_lgd..:..._~..!~~..dd.. di~,tL!.f:yt..~ _~~h_~~_~h.a.?:!~-r A..d~~I-~ b~~,--4LJ ~~~ sAtfY:::L~ IQ~~d" ~_?:.Ip ~.-Ld.d_.,J;Z.0:-1..J1. 0-1 &e.~d $1-~~S'5 ~h~...s::t c:&AC-tL. 4ddt'h'r/1~ ~p__~r_ F...~ Vf4/7 i-7'. ~_6?j:'e 6+1-1'3 ~_..fcyf\ / L._~ _._cSQ. +1h '.m d ...dJ2t;A.r/f I C:r1.t2J~ de!:_ij~ /CJ c: ?f- .77 h..s Y--I ~~ ~cfs ~ ~~ ~~.)I'I?tIl?/Y1~~~ C. ~;~&-__~'/I ~~L~~ &.-f ~s-l- . __. 5"Nd nol-. I^-/~ vlVr-f,y~ I't! ~/1 &(JtY~cvr~' -to .~-U/' .eKA?~d WASr€, /' i/j-Je/ .4-cc.~~l~ 4 .#yA-C- re~1/7 tb. cJcc~ ,^,I'~ ~r 1".r,'C~ ~~C~, rg) /h~~~c../L"-/'1 ~ A-tic::! I~ct::.hd h 'i~ ~:k-;?;3J~of~~J~J Cmsn-vch~ FORMS\N0-22 (;/ . \...... I . ::..J " INTEGRUS ARC II I T' E C T" U "B E FJELD REPORT DATE: (; /z 6 TIME: WEATHER: , PRESENT AT SITE OBSERVATION: REPORT BY: Page NO.~ _7.)-.t1:1t:?Sfu---Pc:v:f11 c:;00Y'.s &VI'.1 &drt'r"v1 _ .___~0.~ .__..f.!1 (L..~/~_ J' Aa--.J .1' (/V /~ -O..V'/r' vS-. .._ ...._.__._.._l_~_.__.___._...._.__._._._-......_.--__.--..- .-..--.-.--. -.. ~~~.fd~..f- .5",yredd_.6~M _ _26.L_W1~--t!M,!, ~Jv1~~ - ...__ .tE.- ~ .~r/.Y..._.__~~~d q:d.~ev~ _ v:./Ut/ __-m~ c/, h-71'..v1 J2~~ ":7) ~~fe_iifv/~ilA- ~;,u., ..fA~~ .__ k. tA-1C4/.~-€J::.e-.d.. ~J'7"A~ _~I~ .~tZbt~ ._ h~ ..... -----~- . ---- ~/6) 1Y~4 'w,-~.i~ ~~rc:;&c;v ~z: sA~J ./ , 1M. (QC~d.. i)oV7n-e~f/y ~-fi1 0.+ !I~_ ---~;Jf2. ~'ft 0'1 c.~ C/YL~i._ ~ti.d ~~'?v1L. ~t?(/ (? ~r- ~~ ...rAc;u( ke a<VC?J/Pc:/- .. ~~ :f/.e:/ ..<<e .e;v~ M/!:#7 .e~c:A, C' ~ . C0"1h/f ~~ -to t/~'- ~ ~/VJ /~ N:JflI- . hi'/~ ~~..J,/'h~ 0-1/1 4CC~ .. i7--J--rL;rh'7'-h"d' ~ ~#aL~/ /A~ j?~Rd uv-- I - in-ffpf.UJ C~rfY"~ /~,.,r.4-- "1 CtPYS: FORMS\N0-22 INTEGRUS ARC. HIT E C TU ~ E FIELD REPORT DATE: TIME: WEATHER: PRESENT AT SITE OBSERVATION: '------ REPORT BY: Page NO%- ~~ ~-A.Q4?,~Tt- ~f 4/4'@/IVJ. . .~ _~ ~ ~~../~ J ~/ ' U~~/-..x-(VS- ,~ .__ .___.__.._.._Lk~ r.i::.- ~ ~t.......1.:E _.....?P!. /~~.._b2..6. , ...-/ ~JZ~~~#:~if~~"r _.._._.._Cc::I::::....___....__..__.._._.....""-_._...___ '~L...{"Q:._..._..__.__';::::; , _. 'L"t.Llc:tuid:{~.-<2(~~ 4/'" ~~d:c~/C'/ . .._-,P..LY~~~-.-~z!-~s.. ;CO//t)(;V;f.?3J.___~R?dA;'~ $;, __....f::e~Y:a_--.:tl2._<2.( c ~~ c:I ~;I{-r/L..I!.&.~ ~ I'&~~~d ~ 77k-t!-/Jk~ rHj'H UA .__t:1.,_ S tJ...i7 f-. '~_e.__i1 ~/!tL(fl a/J' S~I s:..UC~..fS / ~ ..t-d"'?'"l .d / ._~_e..~.I..1' Rcrl~~~-I:,. fp .kt-L'lS -:4- ~.-d._...ir C/V~ tl ~ '. , ,t7~/~ ~, 0--RJ.,L -brcLfo ~CCP'W'-d~Zl. tft~~ 1 /J,-,.,dtctj4 ;/ PoSSible. !rCr~It';e.. ~~...aZf L.tsl- ~" t- 31-0// 10 /!!:.cludL ~~:: sf;-L'dwd s~P'-tl." _ _..Jz........cl:I-..-.S1..t.::!.Y::!J._ (! ~~~ $;'-N rt. f ~~ M (jvb ' , I(A/~ h~dJC~ ~M:.(.s +- /~ ~ ~~~ f?dN~ ~~".. ~' rt()k~-pe, tftS rtf~~v;d ("'h 'C-MJ ttMc~ ru fv ('14; l,t:;lbt~y . ~ d d II j:? /{;Vf, ~~ vI', iI/J;1-C~ , / /l Cy~t?::.e~tf/A/~ , If ~/~, /t.---r S (J V1~. 5' //U tr6 _~ck. 3~t1 (/:t . fy . de C- avno ~~7r? a s ~Pr'-d ~'d._....k..~ (/V1Lt:1f#. s. FORMS\NQ-22 INTEGRUS ARC HIT E C T..II 11 E FIELD REPORT ---- . :::~fAT 5~ o BSERV ATlON~'ME: WEATHER: ~ REPORT BY: Page NO.~ -1.4) CAr/1 '-I-L- - - .. ____~~r_ __~~/!~.tfl d~ d 5f~t.(s ivts!- r~'-I~.__ . ~ v ____..___.._.t2.I.__.._0f{t.:.~~..._...~t:..fd:!:c_d t/"r"?4__~~.~_..Jf ~av/~__.__. __.....___._..L._..__.b.f'r:2t..f..'?~.._..~~-I~/ ~.;f:.._~..e.r ~ S tJ 0 ~ ._ __~~c.f.-::-b.r/L1~2:.-Ir~.e ~/~PV'0c~_ ~ --.l.. &-flC~ S ~MJ v _a::d I 4 s <<tI~l. . .:.. --I .-S.bliL~"",--._. .."'--..-- ...-- .__..,. (1/ d. $.Q~_.__.5.l,cp o-f' A/(jY~:...e~~-!- P:/Y'~....... ___.. --L~ J:7 c t....~ 2.___.c.e / ~ C cJ..f' cI _._.h...d!:/"'- d/c ~ . $l-tft~~/S. dt-r :f~ fV{J~f-:.... ~-d, /ZfJ~/r?)2€~ ~_~~f'f --J?~~ ~ s c~~!d fo , . P~_'-.~fit.:P r:L.("..~..f(.r. M df1t_~_.L::kfVJ ~. ,4 i U / ._ ~ . ~- __f H:~ I{____.- - . ..___ e, c.QY1*~c-h.r Iv Adv/>e ~/,&/v'./ed /~ C:~ ~/1fS. ~~ftwd (}{ 6()~ t:?/r'( ~-r- ~c0AU/&f--c.,te ~.~ H't-Id. . f', Ard...,t!lv-l /L'c,F / j?nJV17J{( r:f!.-v'iH'd /,/-r~ I aSlfJlYV+ ~..~ /c:-vr--r v-6 r Cd/r~(/v~ CV7tf^/t~ 12y!)~5~~ (J(,A/~ W'-~?1 "'t~E f--o I ,. .~ ct?v:e-4~ s--hrA-I p{sr~~ FOAMS\N0-22 INTE GR US A: lie: It I TEe T..U ltE" FIELD REPORT DATE: ;//2. ~4- TIME: 3_"ooPI'P? WEATHER: ~ 80$ PRESENT AT SITE OBSERVATION: GAt; vS~120 PSt gt!3 REPORT BY: G/:J. ' u. rA - ", / Page NO.V A/1 i5h~~j::. /..s ~/l)C.e(?~y' 'ar ft/LSr ePtCf P0wd S~ ~ ~~/~ IS- ~~rf~ A-/ Ld.. .e#L 7"&~ AI'&t#~ .5/,~C--L~0_--J _t2.i::..~tch~ s ~e F?~ .' . .-f} 12 evle<AA?d , A~-#L!'~ ~/#1JfrVe UI/VM~) V~~/ /?~id J~~, ,~~d -I-n4 11~ PH~'d t/f-/t'"/ 6e .6riJ~kr ~ W@'*YI- ~ -f ~~tld€tI CtRJ:'P..1 TdL?SO// ;(.#td' 4.~~ ~/c4 V"v/'// k OU1f'/~e''/ r~ So/d!-t'~.s-l- /;?dct ~:r ~u~;I at/'.6, 4-r ~d.. /tUuP1 d,.I"~~ /1n;Jh &'f~ N// k. t~~d~ ~ S;~,uJ::.~' ~d :m,r? tJr ~~/h d ~.eS-,t;' ~", ~S' Ar/// ~ ro ~r ~ ~~S/~V~f:s " ~'~~~~c~-k-t~- /71'- . . ff~S P'A'/ / ~ . ad '~d ~ . a4~ ~~{!t ~~~;,l1s~~~Cb US~ 2) ~~ ~ j4'~ sfiv~ dl'f?rL dtPl P4-r /' ~,#-I!~ /t)c~d ,E!~&, S/?€ 41s.1 FORMS\NlJ..22 INTEGRUS ' A R ~ II I TEe T., II 11 E FIELD REPORT --/ . ~~~m ~......m DATE: TIME: WEATHER: PRESENT AT SITE OBSERVATION: REPORT BY: Page NO.o/' ~ ~J'~~d ~~ ~ ~d;~ t:/vy? ~~a' Sr-~ ~~/iM. /~~~a'61 '1/~/91- ~, 4fJl/,/(!C-ffy.. J~t/I4~'4::.d '-71-t ~ cn~. 4) Cel~~ ~ <fsP~ ;n~ ol7'7~ 5/1~ - _ /' be ~N AyA_. J,r/r:;.r= ~ .. r~t?cuH!d cvr~t..A;fd bR~ ~ W€S~ S,/'4 s;) l!t:<d ~~ d /~~ P1-d ,T' ~ ~/#.... , IS ~A('~~~' /I1~u-e ~c:~ ~"=- 't+?Tr> ~~P-tfI:G /?~ f see,' ~fl-Ach.d Il1r~rc./KJ 9/3t) Cfttf3 rU// eu..J ~ 12-/2-/'1-3 (:00 rtlil1~f"dY) , I . I , (" --0 U4 ffl e P1 C FY~ ~vtos~ ~r-.~~~d ~~~ /J'/4 fl,' ffYJ~ ,btP/ -ri7 ~' ~du- ~ , V' A-;tvIJ;€- tlfA'"d1.../re if /'-..,c.' P t7f Le- /t.R..eds' ~ . 6-e' ~~~efJ:ed' //;1 ~~' iv, .srUrr&~d ~6~ s--h~ ' dUY, 7) $d>Clh rSi~ iJ~!J ~ /'Wi~ ~?WI'/ sfe~ . d.,J"C-fAfred' /15'r'~ ;e.r/ r~/h1P/so/~ NY--< tP-d Idl~ O'(/U'~ cJvV~ ~y rvof- ~ /J~. UIO ~Sv a~~. ~ s: ..,.4.., UYI..fl-n-. ~/~ d/~fw- FORMS\N~20/} '7//.3. '1"" /.v, TJY' INTEGRUS Acltl:ltrTECTlJllE RELD REPORT PRESENT AT SITE OBSERVATION: REPORT BY: IJ) .ec.(~~far (futf'ISecl ~J J1~ · ..' . p~ d SCZ ~ n.t'ld ~R-14"") '~S 2,1- ~___:;a-i-te ~ #e .J4.~IZ. ~e1Sr- SId.! ~...tU':-r~ --IP tAs-r- ..s~~. s: Ctf7-1/ . ~?:ht::v1t ~~'/~~. /n.r,P'~~j1/t1fS t1V7 ~~r.re. ~~..~ ~-I/I~ ;v/rl1. As- G..vv'l r 4n-14 -& C(..r d.,.....,...- , .. ~~t, ~ 1!'1 fj... ~f;;1.. C~ d .' ..tfJ~ e:;~ -:;~ . - t:t:ls-f- S/~ /?AI- tit:; ~ ?ocde,rS .~ -h CtY~~ ~/"A- (.;f,ccA-P. $0 ~ ./'-dr- - , 'h .~ b-e~t/. ~C{W/~ SLt' S~ A-(:? 2-. .' c' ' / \--- t?~ Utrre;01- FORMS\NQ-22 INTEGRUS AiItl:IlITEl:TIJ.IfE FIELD REPORT r PRESENT AT SITE OBSERVATION: REPORT BY: 8 fZe(/iUV~df1/ltAk-u~. ~y t7()os€.~c,J::.. fbr- ou..:/-.Yt:U ~r ./'/1Td~, ~~~t/Rd To e-u7- r./(2p...r.r....epf~cI::- ~Y7tj:1"?, ~elfl.~~ =~. !-/old ~ ~~&: ~d~~ ~~ 5r /0- ?.&2/17-'. a~ ~_ M~-Id1 (d1!f/ ~ .&;/0"-:. ':1). C~. ;O,{A/J::uy sYadsde..s(fRt.~d . .-!tv ~d~~ &i~ I'r~/7;$'!i;J~ .dr/7A/V1~~L/-:;~~~"~ :ft>dtY., .~) ?roVl~ q- s~~ ~I/etl . o -'!:JOVl/nv- ~r;y-~~M.. 0..1' ;rY?~M /,.~ vv~ . .~ .,4,{:)'h'(j'S---:-f?~ ~ ddv(~ ~~r~~r- or piS-PUrl" /~..~M"~d lof so ~.' ~~<<cr7'7JV1 . C:~b' --./ Co<<dWJ~~d, . /0) ./ \ '. FORMS\NQ-22 A I ~. \ j:1. I fiOO TH[ nCH~NG[ 8LDG. Bil SE COIIO AvENUE ~fATTl(' WA ~8'04.15C3 F^X ~06.E;<8.l,~e 10fi fi~8 3137 10C1 .' N T E (; H U S ~ n C II I r ( C I V n [ TRANSMJ1'tAL Wit nrl"! Annrllno viII ~)( trnnAm "Rinn ~ii-otnl J)"onR t'AnRmitt"rl innl...iinlJ nnvn, Rhl'll'lt o Hard copy ent by commel'> o..rrlet DllItH'r ~emo'andUmfJ o chg. orderl 'cpo8al/fml! 0 drewinge dnot"''' o c{lntrsot d rewlng fiI. </r, di e k o snop draw./eubm;ttal 0 epscificati o other It o for approved 0118 teqlltjletlld I o for review 011 CQmm~nt 0 raturned a er IQ4Hl to u~ D other o for your fllll , A "rot~~~'''lI,J S",.,(t CorporilJol'1 [;::[11 t'6/SC1/SC1 J" INT~CRUS J , 1\ '- ~AO"'lrE.erUR!: MEMORANDUM , GOO The ucflMtg lluilding 921 SoclllId AyMCI. SlIDttlii, WA 9S1lJ4.1603 206 628 3137 208 i28 3138 FAX io V. B.. ~t.- C- IA/. G. Ct-~~ Dat& ?, z.. · Job No. Job TItle C PrYJl~ eXh 1......- ~7~~ !~~/~~ ~~ 's; ;1/,8 // '~ '/; " :zt!/. I / , - - -_ W-I --= c..: - . ~:_l ~cn~~ TAa-Js~ -J 20 C , I ~ tJ 2~ cf'M OLA/' / ~~ r7) aHA. I ~- ~ " . ~ I \r' "j GOO [G:O~ r6/S0/S0 l 'Y>, Ji,' , RZA AGRA, Inc. F',eld Report Transmittal 11335 NE 122nd Way Suite 100 Kirkland. WA 98034-6918 (206) 820-4669 FAX: 821-3914 To: Integrus Architecture 1600 The Exchange Building 821 Second Avenue Seattle. Washington 98104 Attention: Greg Hough Date: 04/14/94 Job No.: W-8906-1 Project: St. Paul Canterbury Manor Enclosed for your review and records are our most recent field reports pertaining to the subject project. All previous field reports and correspondence from our office are summarized as follows: Field Transmittal Report No. Report Date Items Date 01-06 11/18-11/30/93 Daily Field Reports 12/03/93 07-10 12/02-12/07/93 Daily Field Reports 12/10/93 11 M-12M 12/13-12/15/93 Materials Field Reports 12/22/93 13M-14M 12/17-12/22/93 Materials Field Reports 12/28/93 15M 12/29/93 Materials Field Report 01/04/94 16M-17M 01/03-01/06/94 Materials Field Reports 01/13/94 18 01/12/94 Daily Field Report 1/17/94 18M-22M 01/14-01/24/94 Materials Field Reports 01/25/94 23M 01/28/94 Materials Field Report 02/08/94 24 04/06/94 Daily Field Report 04/14/94 Remarks: cc: 1. Episcopal Retirement Homes 2. W.G. Clark Construction Co. 3. City of Bremerton 4.lntegrus Spokane 5. Marx/Okubo Attn: David Steele Attn: J.B. Hall Attn: Janet Lunceford Attn: Brenda Nortol) Attn: Greg Arnold . .u"..,.", DU.. \1t @~ n w ~ lID n . ~ ~ , - -. 4 ~ ..~ ~~ 1 ('" ~~ ~~. ~ ~ .. ~ .... BRE.MER10N aUllDlNG DEPARTMENl .)'.: RZA AGRA, Inc. Daily Field Report Project Name: St. Pauls Canterbury Manor Location: Corner of Callahan & Clare Ave S. Bremerton, Washington Client I Owner: St. Paul Episcopal Church Contractor: W.G. Clark Const. Co. RZA AGRA Rep.: John R. Zeman RZA AGRA Contact: Ben Weiss Equipment Used: Date: 04-06-94 Arrival Time: 1 :00 p.m. Clients Rep.: David Steele Contractor's Rep.: Rudy Taylor Job Phone No.: (206) 623-7440 623-7440 (fax) Weather: Rain, 500 Field Report No. 24 Job No. 11-8906-01 Wednesday Page 1 of 2 Comments: We arrived on site at the contractors request to observe exposed parking lot subgrade soils at the above mentioned site. We observed and probed the exposed subgrade soils for the proposed parking lot, using a % inch dia. stainless steel rod (see attached site map, page #2, for parking lot location). The exposed soils appeared soft and yielding, with probe embedment of 3-18 inches. We informed Rudy Taylor of these conditions and recommended that the proposed parking lot soils be dried or the top 12 inches of material be replaced with a more suitable fill material. RZA-AGRA Field R Contractor's Rep This Report presen opinion formed as a esult of our observations of the contractor's activities relating to geotechnical engineering. We rely on the contractor to comply . the lans and speci Ications throughout the duration of the project irrespective of the presence of the RZA-AGRA representative. The presence of out field sentative will b or the purpose of providing observation and field testing. Our work does not include supervision or direction of the actual work of the contractor, his employees or agents. Neither the presence of our representative nor the observation and testing by our firm shall excuse the contractor in any way for defects discovered in his work. Our firm will not be responsible for job or site safety on this project. ~ Reviewed by: ~.....a-.._ l~ Continued --- o Field File Copy 0 Contractor's Copy .1 _'f , .(., ":;;"0"'. ..., ~;;.i':',::::'\. u ; ,,'- . :,'. _ _,', i',:";., :.: < ,'" .....''-'.-''. '-",. "':i';>, ,,-,.,'C.,', ' '. " _ ':5;ii;':'i;jj:i!:;':_j~-t_:;:'j> '. "', ;: ';. '. '" .;, .' :,,;,', , ; 0__ ',., "~I; ........ -"i;Wt(~l~~~;~~;~~;i ' f~i~;~"'~ P :/;;1,'8\;';','-'" "If,' ,....""-~,"5:-'.,J 'l<@;{'ii{;i';~~';:':jLl~if) ';;~j,: ~ :%:",'q:t''''i':::;, . ," <, ' -,~ ..'\ ',"::" -, tll"'; ~~~1i}i~::{]~_ ~ -:,~,:,:,t",,:,;: ,/,,~ 9" .~tJl;j~W:~~t;:;I?J '. ;~; ''2 ,',q """'. \-;t- "H' W. "'.,'. ',.", .,' _" """J~ d, .... './;.-.'1"0',.' ,,-, ;',it"W: : ''''':- 'r';, "}, " i .' /P .' "'''',.~;,',. '. """'" i%I ., "'. ".". '" 'J 0 .:"1; i1: . ".; i' ':r-,\, '.' .: "",' . i.~, i"i'. ",,",, ." ",' L' .. : '", ,'," II \J '. "~""'" """ <8:1" .,,' . .,' . ," , ~ ":";.~{(::::\?: ". .~_.::,,;,ji'~""f'~'; / iF ':~' '.' " ,."'[ , ;: \ ',' , ". '" ';;" """ "" ". , , "" '" , ;", II uJ .'. '. "'Yi" ,> . ~i~.'ii ", (;fi:,; :;;'''';''>1 !~: . ',: ',.'. :\ :)' ,,", . ,.;.f\\! . '" ,."'- "'" """', ";~,,,-, "'. 'w . . · '". ',.'i.,." . '',;~.. ";'.::" " .- ",' .;. '.'" 1;;""" __.' ", . . ., . '''', ,'" '. . ':" . .'C. ,'., "';'" "',:;,:."., ,!",.l--" ',., _, ,. '. "\.T:- , ""'" "".., "" "'." . '.' ,,, .. 0" '''.. r ',0"" ~'., i,e-" '. 'W',\...., ',.p. :."", v,',. ;:""',,,,,,,...: . "",,('d;,: "";'! ,{:,' x,"\ "'~'0"',.'.", '1','~.-\:" ., ., ''''i'*i:'- ~~i;\'~;.-~!ili;'w;r '. , It~::.<; 'iK"':,.. ' . ",. ." ." ""--:'::ii'.." ',' . ..,....... ",\ j \',. 7']'''''' . ""i; )., .- . .... ...... /"" ' Wi [ "uti" , ,-1j~'~., ' ~J ~ ~ : i l""i;~,t:,; '1"0': ';;I~'; ,"";"I~~ 2.'':;1 .' ! ~ 0 ~ v I~ ~ ~ J I; , j~~~, .i'1:':;" ';: .- ,:"/i',\P m~ i':TIA.r '-': ,~ I II! ~ ~ ~ ,,} ~ r1 ~; i;;c::,t;~;,~j,,:\r~'~W)~B;t;,~i~~~1~~)t0\~li~T;t !: ! · ~ d J,I bJ --" ".. . ~"~o""'''-'<10 0 '" . . '., ,_ ~\\I\;'~':.'.~&i~I~I"';d~ 'Ci,i..... i~,.:' t,,' <'. . r" ".,; " '.. '.: ;'.' 1.,':',:'. .." :'..:j(,t'--':':~i~~~ 'llJ . n\..: ,. . . (f) .- ";,,,:'J'~i(r~:\:),z :<t:-., . . .., "." ~. ".' "w ...." ''''''",';''', '"""." '" ., ,in i,:",,:, ~;;i ,'i"',:/,-,",' '":"'-1",,~,,;. " ., I~\\\ ". '~g il. ..... "'.'~..' ~ r--- . '. ",: :. >. /', .IG ':' ~'7 '.~ .--' "'., . ...':'.~:,<.-:, ' .' "r.:;" ,.,;.:.,.-, '" ~: .,.. '.:;:\, ., ;; " ". "';'" --- " 'r,' . 'i:' .' . ....'1 .r::::3 ~,... ' . I:. "':;".'--8.: 'r--~ RZA AGRA, Inc. Field Report Transmittal 11335 NE 122nd Way Suite 100 Kirkland. WA 98034-6918 (206) 820-4669 FAX: 821-3914 To: Integrus Architecture . 1600 The Exchange Building 821 Second Avenue Seattle, Washington 98104 Attention: Greg Hough Date: 01/13/94 Job No.: W-8906-1 Project: S1. Paul Canterbury Manor Enclosed for your review and records are our most recent field reports pertaining to the subject project. All previous field reports and correspondence from our office are summarized as follows: Field Transmittal Report No. Report Date Items Date 01-06 11 /18-11/30/93 Daily Field Reports 12/03/93 07 -10 12/02-12/07/93 Daily Field Reports 12/10/93 11 M-12M 12/13-12/15/93 Materials Field Reports 12/22/93 13M-14M 12/17 -12/22/93 Materials Field Reports 12/28/93 15M 12/29/93 Materials Field Report 01/04/94 16M-17M 01/03-01/06/94 Materials Field Reports 01/13/94 Remarks: cc: 1. Episcopal Retirement Homes 2. W.G. Clark Construction Co. 3. City of Bremerton 4. Integrus Spokane 5. Marx/Okubo Attn: David Steele Attn: J.B. Hall Attn: Janet Lunceford Attn: Brenda Norton Attn: Greg Arnold Materials Department RZA AGRA.. Inc. Daily Field Report Field Report No. / ~/lII Project Name .:5T Us (laAllvr~v~ fl411ilL Job No. IL- ~,p6-1 Location /{kur~"; " I?~#..{",.N YtIt/~ Date ...":3 ::r1'f.4 94 s S@rWT F 8/G.em~ WA-- . Arrival Time /tC),q-".. Page 1 of_ ClienVOwner6t. /IuJ..f ~/.s(1L')~t tfL,el Client's Rep. :OA-V/~ sI~ Contractor t.. i (.Z_ Cia /tel:- I Contractor's Rep. 12v~ T.4j It, ~ RZA Field Rep. p~ ;L/4,~ Job Phone No. ~J. 3 - 7it/l RZA Office Contact ff-c''V Wet:SS Weather K 19 I;; 4' 6' ~ Material Type: 6w ~ r vt - Material Supplier p~ ~u" fVl4/~r"J.s Requirement (psi) 4000 Delivery Ticket No. 0 d41 ~ Cement Content (sk) {p st. Truck No. (;; 4 Placement Time /2 NlTtJ'" Mix No. '-~ D S Ambient Temperature (F) 46" " Mix Proportions: Material Temp (F) 730 Cement (Ib/cy) Slump (in) 4 II Water (Ib/cy) Air Content (%) <17", Fine Aggregate (Ib/cy) ~ Water/Cement Ratio .. ;t ., Coarse Aggregate (Ib/cy) .." -I I' / 'O() Sample Size 0:, X /2 Admixture (oz/cy) ~ ~ 07- Amount of Material Placed / to ~ I Admixture (oz/cy) Po:-.J-4 ~-:;)4; 3.. C>2- Field Specimen Numbers Admixture (oz/cy) ,--- Test Age (days) . 'I :2-g J z.~ J J.h;JI..-O , Com'!'ents & Locations &n -:'~ b4eJ ~ p> 44ck.s -;;,"""JI7O /~i/' Rn#~f!'-b {k(!/d S&,d;..t/l/.5A-c~ 5~iCe-5. {L~cL tJ;{c~ CnCl I~ f! /I/I~ DueL ~..f-I~ (I3J eL'/3 B we / /9 7c z-p (" AlIJ, o~~ .t'r '~.) . 1// E A-s-f t"UVt1~ ~ r b.J:i/LS , - ;d rooi'^'j :; STr'M W~U-5 F~v"" L/17 Tl> II /2- 7 ffit 50, fhu~4- ; F 1.35 .- &tel;. MJ iliA (!IIv-l~ 4c.k It. ? ;?1, - I~N/~ . d Ji4k" 1/lJ;;~/ e.e-( Wttt5 b<. /':./1 ~ -eC- /'j::J (? 4- -,i; ,yt5- -:> 8 ~ c:;t: A t7tv:& ~V'k~. 4 I / - fil~ ~ ~(.Aj ~ RZA AGRA Fiel Reviewed by: ~~ o Contnued KWF 07~6 (REV. 1 1/93) .,' ..- RZA AGRA.. Inc. Materials Department Daily Field Report Field Report No. / 7 ~ Project Name ~r: ;;,(/~S M,JrI/~-R liMA }1/1,?A!/L, Location ~~~' a~, ~~ .4:7; ~~~~:J/ IA)A- ClienVOwner ~ ~t/t4 f3-f'/<.t!4/'/k- (I-+4;~# Contractor tJ.C7' ~/L RZA Field Rep. "0. .Jk/~~ 1(,,.Jt;;.ra..- RZA Office Contact ~-r ) ~tS' 5' Material Type: ~~ Requirement (psi) f/Jti?O Cement Content (sk) II ~IL Placement Time l1~oo ~ Ambient Temperature (F) ~5""Z> Material Temp (F) &<:; 0 Slump (in) C; "" Air Content (%) Water/Cement Ratio '~.." 3/ Sample Size (," 1. /1" (J~I..I,JlJ~tl S Amount of Material Placed q~.J>.s 1 Field Specimen Numbers S&r ::tI- cD Test Age (days) '0 1/~ I 2.-~ /,..h:?t-. 7'J . Comments & Locations ~r/A nJ ~ 1'Jl':. I /~CVI W~ 0;;.. /k:~ ?I".A'OL. -;0 PtAC!-C'"cJ~'-; 0;:: <2o.Jc../~~ I f-'I <:::L.-A(Z, /)~ ~J:e. i3~/~,.J A ,':l...uh M 1-,1,)6 ::fI?<::>(I.-, / ro /7 . ~(,),J 2> ~ i26;)~/J<;;' 7""7.> /~ /J Ci?~~,.:I-,J et. hJ 7/7.1 Job No. II-Hot" - / Date /-t, - t;:3 SSM T wJh= Arrival lime /:J ~.~t) ~ Page ..[ of Client's Rep. ])~(!'lJ 57'h!N~ Contractor's Rep. /2tJ~y 7:..oyu.-'!.- Job Phone No. /1;5 --~~0; Weather /'JU/v.a 7 Material Supplier ;;::;~- J4u.- 1"~A-Y7.A44t-r Delivery Ticket No. '2..-f =? 'i Truck No. 1/ f." Mix No. "30 <:;; S J, Mix Proportions: Cement (Ib/ cy) .-c.- Water (Ib/cy) 10::; !-lor Fine Aggregate (Ib/cy) /2, ZL, G<).2~oA-'os~ Coarse Aggregate (Ib/cy) 7/8 -l~ l 3 Admixture (oz/cy) Mlca..n~ II! t/ l CS Admixture (oz/cy) Poc.....,rta- 0 - 3:; ~ Admixture (oz/ey) et48:>i:. OIL D - If 7 ~ fh z.z, -"l.D -l! 1l- 70 ) ~ (7~1'?4;&7O(S ;JH~( ..:es:r-70 q73 ~ "W47C..... /4LS '( 77fG ~OC/C UJ(2.A '77 c.>0S. Cb.0C /!. x W~ t..-ACl-GJ I/.Z- /f'- f. ~ ~OC-/~I!-TE...J) :-.J 1774 A /l..-rc::.c.-,.(;e,0 /<::!-,o c:::....... VI e. ~..../~ 70C- ~ f '7H I C!-,.::'..C -0JJ ho71 ,,)6- /J-/l6# S ' ~ S -( I 2.-- G, , ~ /2 '-< /~ 2Ji92-.') -::0 L- .---- 4d //6~ ~ 11)<;!6C-1ZJ> 12JJv2-, IAJrt(~ /J5 ffl!....- Mfh<x.J.&.o ?L...c!,J5 (:jB:'!-5 , <=-r'- " if ,!)~l) /M~~ 2Jts1W. t~Xv tJlU -H10t2.fe, ~ /J20Lf?A.AT~:J) fd:~~~f- (}~...LLtf-r..AJC!1E.5 AJvus'77E'D J;jle-/~G- ?~___~..:J-;-~ ~U I4~J6 J4,Jj) 6/~ .l>4-77:J. . RZA AGRA Field Rep -1rNo Contractor's Rep Reviewed by: ~ ~ti1Ued KWF 07D-6 (REV. 1 "83) .~~ RZA AGRA. Inc. Materials Department Daily Field Report Field Report No. i 7 ~ Project Name ~;: j;b(/v5 M,}rl/('-R U.Mt j1/14A11l___ Job No. //- Ho(" - / LocationlAl~~'a,J.-I..~~ .4/6- Date /-, -'70 SSM TW~ --:gV~~7ZlJ I 0A- Arrival Time /J 'J1J~ Page ~ofl Client/Owner ~ ~t/v5 t&/IS~-4/'~ [J~.e.(y# Client's Rep. ])#(!'!J .5~ Contractor j;).c'7' ~/t:.. Contractor's Rep. J2//~y ro/~..-L- RZA Field Rep. '~.:i (). /.k/~t!.It.r~ Job Phone No. #;5 --~/~ RZA Office Contact ~~) Ut..( S Weather !JUJ.vl) 7 Material Type: IkA1/~ Material Supplier h"J..l!Q>- l4u~ JI'~~QtA' Requirement (psi) --f!/)(P~ Delivery Ticket No. ~ - t._c/. 3 "7 Cement Content (sk) fR ~Jt. Truck No. /~ Placement Time PJ-.oO J)..,. Mix No. 3::>~ 5 ./,., 0 Ambient Temperature (F) ~ " Mix Proportions: Material Temp (F) I/o' 0 Cement (Ib/cy) ~0t3 Slump (in) 8 '1 Water (Ib/cy) IIJO Air Content (%) Fine Aggregate (Ib/cy) $5 - (.5/6 ('f',f3% "'"'0'$''''''-&) Water/Cement Ratio ~ 2"1 Coarse Aggregate (Ib/cy) ?/~" - 18 '7 7 Sample Size (, ~ t. ,1-" (l~f.l,..) })I!.I\. <; Admixture (ozjcy) /vt1C-C-o 1'-''2... - 4.. 3~ Amount of Material Placed ~ Admixture (oz/cy) ;>oU<~~,0 g 3'3 Field Specimen Numbers ~ ~.) Admixture (oz/cy) ~()Jc..::J> - (;? 7 c-t..... Test Age (days) 7 7/~ 2-~ . J-I-&~7'J . po~ 2-D - 7 I <3 [1ft 7c) COOlments & Locati~ns} {;;"~77VV6j) oAJ jJ,6-G 3) ce with the approved plans and specifications. Yes, ~or No // RZA AGRA Field Rep Contractor's Rep Reviewed by: ~.~ tnued r:wF 07o-~ (REV. 1 1/931 . . RZA AGRA. Inc. Materials Department Daily Field Report Field Report No. i 7 ~ ! Project Name ,~-r: /-:b~~5 Mdrl/t'J:l uLy J1-44A1/i-, Location LA.J~~ as.., ~~ A/6 ~~~~~:J104- ClienVOwner -::::e- ~V?<5 f!;1'1<'C'LJJ'~ (?~U'A Contractor t:).G7' ~/L RZA Field Rep. ' ',_, i O. 41t-1.!. I(,,-~ RZA Office Contact ~~) UI..s"5 Material Type: ~^-V~ Requirement (psi) -flAP...., Cement Content (sk) ff 4/L Placement Time e-.oCJ p....... Ambient Temperature (F) f~v Material Temp (F) , h~Q Slump (in) _ . <'1<1- .. Air Content (%) Water/Cement Ratio ' ~ .31 Sample Size (~ i.t ~ /1- If (J~I..l,Jh6A. S Amount of Material Placed 107 F' ,~: .'") Field Specimen Numbers ~e;-~ J Test Age (days) '0 t~ I 2-9> 14, r1 Comments & Locations ,4,/h 7 U. ~ <f)~L Jl~I.-6t?-A--Y~1'L I Ln,zz -~. ~ /JEtt/b.-ofJ57> ~~ ?/Z.&SG- (j /'Y'\ (Y\ /'Il~. . ..-.-: 7 I __ '~p........--... . J--Mfr? a 77> f- L-/~~ ~"yy~-f'vC-:::J 7ft'S -u.'SM-Ef'PrJf'-/, ' ~ . ) ( ~.~ / Dt Y Job No. I/-Hot, - / Date /..,c, -tJ...:3 SSM TW~ Arrival Time b .':;t)Q.A- Page,1 of4 Client's Rep. ])~~/?) 5~ Contractor's Rep. /2t1~y ro/~A Job Phone No. f; 75 c- ~~0> Weather LJu;p~ 7 Material Supplier hu::.l> Mf-L.. rvf~Qt-r Delivery Ticket No. 02(jf<:;'" Truck No. l~1/ Mix No. :SOc;' 5 ,. Mix Proportions: Cement (Ib/cy) <:"7 I Water (Ib/cy) /IJZ-- ~ Fine Aggregate (Ib/cy) 5~ - I~o~ (t/.fo;.,) Coarse Aggregate (Ib/cy) -'/.f" -I Y'91 Admixture (oz/cy) A./Ud"i.t- _ c1, ~ ~ .t1 -.? J Ad!TI!xtl,JreJn7/,....\.. 1')"; ~j) - J S '5 'Of!>VfU, - Ufp) I '2.- ZD - f~ '5V c;~) 4-S~ Dr o /,J -r- l-<)fr..5 'S L-/~& ::::vL (Q r=- ~ In our opinion. all item ./ ~e with the approved plans and specifications. Yes ..:-~ ,or No ./ RZA AGRA Field Rep Contractor's Rep Reviewed by: ~~ ~tr1Ued KWF 070.& (REV. 11/93) ~ dJ.lied t:lliIJ MATER~<\LS, !JIW. <.,---- ,< READY-MIX CONCRETE, CEMENT, SAND, ROAD GRAVEL, FILL DIRT, SEPTIC TANKS P.O. Box 6, Poulsbo, Washington 98370 Phones: POULSBO 7794431 BAINBRIDGE 842-6100 BREMERTON 373-2541 P[ TOWNSEND 3854100 1-800422-5010 'fZZ ~ 4C-t/.-4 R& Po~ 17 h l-G..-'73 ?~ t/ oP~ DESIGN MIX NO: DESIGN STRENGTH: MATERIAL CEMENT: FLY ASH: COARSE AGG: PEA GRAVEL: SAND: WATER: AIR: POLYHEED: POZZUTEC 20: 100 XR: OTHER: RHEOBUILD 12 OZ/CWT 1000 ~ 305S 4000 PSI WEIGHT 564 LBS 0 LBS 1900 LBS 0 LBS 1250 LBS 30 GAL 5 PERCENT VOLUME 2.87 0.00 11. 24 0.00 7.48 4.00 e- .;. 7//1JD ~ 'Ill-- '?u 1. 3 5 ~..{. Z- ~ 6 o o OZ/CWT OZ/CWT OZ/CWT e q <~ /~OO-L. .,"4~"''''',,,,,,<,,,''''-:''.......a._~,..,..............>.....--_.. . < YIELD: 26.94 CU. FT :J . W/C: 0.44 -; ~ UNIT WT: 147.16 I J . ; ,~ Slump: 8" NOTE: This is the standard 4000psi mlX design with the addition o~' a superplastizer to increase slump for easier placement. SERVING THE AREA WITH OUALITY PRnnurT'; ~lVn r:>r;'nIHJT ,",Oln,-C.- RZA AGRA, Inc. COMPRESSION TEST REPORT 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820-4669 FAX: 821-3914 To: INTEGRUS ARCHITECTURES 1600 THE EXCHANGE BUILDING, 821 2nd AVE. SEATTLE, VVA 98104 Attention: GREG HOUGH Date: 1/14/94 Job No.: 11-8906-1 Project: ST. PAUL'S CANTERBURY MANOR FIELD DATA Contractor: VV.G. CLARK Material Type: CONCRETE Requirement (psi) 4000/28 DAY Cement Content (sk) 6 Placement Date & Time: 8:30 A.M. 1/14/94 Ambient Temperature ("F) 40 Material Temp ("F) 71 Slump (in) 7.25" Air Content (%) NIA VVater ICement Ratio: .31 Size of Samples: 6x12 CYLINDERS Amount of Material Placed: 18 yds3 Material Supplier: FRED HILL Delivery Ticket No. 02497 (Y) Truck No. 55 Mix Number: 305 S Mix Proportions Cement Content (Ib/cy) 569 VVater (Ib/cy) 176 Fine Aggregate (Ib/cy) 1315 Coarse Aggregate (Ib/cy) 7/8" 1900 Admixture (oz/cy) POL YHEED 33 oz. Admixture (oz/cy) MICRO AIR 4.2 oz. Admixture (ozlcy) POZZOTEC 20-26 oz. RHEOBUILD 66 oz. Test Date Laboratory Field Test Age Test Load Specimen Area Compressive Specimen Specimen (days) (Ibs) (sq.in.) Strength (psi) Number Number 1/21/94 568 37 I 7 11 0620 28.27 3913 2/11/94 569 38 28 150200 28.27 5313 2/11/94 570 39 28 147360 28.27 5213 HOLD 571 40 HOLD N/A 28.27 N/A SPECIFICATIONS 28 DAY 4000/psi LABORATORY DATA Remarks: 28 DAY BREAKS EXCEEDED 28 DAY STRENGTH REQUIREMENTS. Project Engineer: BEN VVEISS cc: 1.EPISCOPAL RETIREMENT HOMES Attn:DAVID STEELE 2.VV.G. CLARK CONSTRUCTION CO. Attn:J.B. HALL 3.CITY OF BREMERTON, COMMUNITY DEVELOPMENT Attn:JANET LUNCEFORD 4.MARX/OKUBO Attn:GREG ARNOLD 5.1NTEGRUS SPOKANE Attn:BRENDA NORTON OO~@[gUW[g[ID r5 "f) 0 Q iln. \ \., 1994 f1P[!'jrr PTf)N BUILDING OEPARTMErfi RZA AGRA, Inc. COMPRESSION TEST REPORT 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820-4669 FAX: 821-3914 To: INTEGRUS ARCHITECTURES 1600 THE EXCHANGE BUILDING, 821 2nd AVE. SEATTLE, VVA 98104 Attention: GREG HOUGH Date: 1/14/94 Job No.: 11-8906-1 Project: ST. PAUL'S CANTERBURY MANOR FIELD DATA Contractor: VV.G. CLARK Material Type: CONCRETE Requirement (psi) 4000/28 DAY Cement Content (sk) 6 Placement Date & Time: 8:30 A.M. 1/14/94 Ambient Temperature fF) 41 Material Temp fF) 75 Slump (in) 6.25" Air Content (C/o) N/A VVater /Cement Ratio: .32 Size of Samples: 6x12 CYLINDERS Amount of Material Placed: 54 yds3 Material Supplier: FRED HILL Delivery Ticket No. 02501 (8) Truck No. 66 Mix Number: 305 S Mix Proportions Cement Content (Ib/cy) 567 VVater (Ib/cy) 185 (HOT) Fine Aggregate (Ib/cy) 1241 Coarse Aggregate (Ib/cy) 1893 Admixture (oz/cy) POL YHEED 33 oz. Admixture (oz/cy) MICRO-AIR 4.2 oz. Admixture (oz/cy) POZZOTEC 20-36 oz. RHEOBUILD 66 oz. LABORATORY DATA T est Date Laboratory Field Test Age Test Load Specimen Area Compressive Specimen Specimen (days) (Ibs) (sq. in.) Strength (psi) Number Number 1/21/94 572 41 II 7 101700 28.27 3597 2/11/94 573 42 28 142480 28.27 5040 2/11/94 574 43 28 145940 28.27 5162 HOLD 575 44 HOLD N/A 28.27 N/A SPECIFICATIONS 28 DAY 4000/psi Remarks: 28 DAY BREAKS EXCEEDED 28 DAY STRENGTH REQUIREMENTS. Project Engineer: BEN VVEISS cc: 1.EPISCOPAL RETIREMENT HOMES Attn:DAVID STEELE 2.VV.G. CLARK CONSTRUCTION CO. Attn:J.B. HALL 3.CITY OF BREMERTON, COMMUNITY DEVELOPMENT Attn:JANET LUNCEFORD 4.MARX/OKUBO Attn:GREG ARNOLD 5.1NTEGRUS SPOKANE Attn:BRENDA NORTON RZA AGRA, Inc. COMPRESSION TEST REPORT 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820-4669 FAX: 821-3914 To: INTEGRUS ARCHITECTURES 1600 THE EXCHANGE BUILDING, 821 2nd AVE. SEATTLE, VVA 98104 Attention: GREG HOUGH Date: 1/14/94 Job No.: 11-8906-1 Project: ST. PAUL'S CANTERBURY MANOR FIELD DATA Contractor: W.G. CLARK Material Type: CONCRETE Requirement (psi) 4000/28 DAY Cement Content (sk) 6 Placement Date & Time: 8:30 A.M. 1/14/94 Ambient Temperature fF) 42 Material Temp fF) 71 Slump (in) 6.25" Air Content (%) N/A VVater /Cement Ratio: .35 Size of Samples: 6x12 CYLINDERS Amount of Material Placed: 72 yds3 Material Supplier: FRED HILL Delivery Ticket No. 02505 (12) Truck No. 57 Mix Number: 305 S Mix Proportions Cement Content (Ib/cy) 569 VVater (Ib/cy) 106 (HOT) Fine Aggregate (Ib/cy) 1238 Coarse Aggregate (Ib/cy) 7/8" 1900 Admixture (oz/cy) POL YHEED 33 oz. Admixture (oz/cy) MICRO-AIR 4.2 oz. Admixture (oz/cy) POZZOTEC 20-94 oz. RHEOBUILD 66 oz. T est Date Laboratory Field Test Age T est Load Specimen Area Compressive Specimen Specimen (days) (Ibs) (sq. in.) Strength (psi) Number Number 1/21/94 576 45 III 7 108880 28.27 3851 2/11/94 577 46 28 149710 28.27 5296 2/11/94 578 47 28 146060 28.27 5167 HOLD 579 48 HOLD N/A 28.27 N/A SPECIFICATIONS 28 DAY 4000/psi LABORATORY DATA Remarks: 28 DAY BREAKS EXCEEDED 28 DAY STRENGTH REQUIREMENTS. Project Engineer: BEN VVEISS cc: 1.EPISCOPAL RETIREMENT HOMES Attn:DAVID STEELE 2.w.G. CLARK CONSTRUCTION CO. Attn:J.B. HALL 3.CITY OF BREMERTON, COMMUNITY DEVELOPMENT Attn:JANET LUNCEFORD 4.MARX/OKUBO Attn:GREG ARNOLD 5.INTEGRUS SPOKANE Attn:BRENDA NORTH RZA AGRA, Inc. COMPRESSION TEST REPORT 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820-4669 FAX: 821-3914 To: INTEGRUS ARCHITECTURES 1600 THE EXCHANGE BUILDING SEATTLE, WA 98104 Attention: GREG HOUGH Date: 1/14/94 Job No.: 11-8906-1 Project: ST. PAUL'S CANTERBURY MANOR FIELD DATA Contractor: W.G. CLARK Material Type: CONCRETE Requirement (psi) 3000/28 DAY Cement Content (sk) N/A Placement Date & Time: 2:00 P.M. 1/14/94 Ambient Temperature ("F) 46 Material Temp ("F) 60 Slump (in) 4" Air Content (%) N/A Water/Cement Ratio: .49 Size of Samples: 4x8 CYLINDERS Amount of Material Placed: 9 yds3 Material Supplier: FRED HILL Delivery Ticket No. 02512 (19) Truck No. 64 Mix Number: 300 Mix Proportions Cement Content (Ib/cy) 473 Water (Ib/cy) 230 Fine Aggregate (Ib/cy) 1335 Coarse Aggregate (Ib/cy) 7/8" 1850 Admixture (oz/cy) MICRO-AIR 5 oz. Admixture (oz/cy) POL YHEED 24.4 oz. Admixture (oz/cy) N/A LABORATORY DATA T est Date Laboratory Field T est Age T est Load Specimen Area Compressive Specimen Specimen (days) (Ibs) (sq. in.) Strength (psi) Number Number 1/21/94 580 49 IV 7 41920 12.58 2906 2/11/94 581 50 28 61800 12.58 4913 2/11/94 582 51 28 60710 12.58 4826 HOLD 583 52 HOLD N/A 12.58 N/A SPECIFICATIONS 28 DAY 3000/psi Remarks: 28 DAY BREAKS EXCEEDED 28 DAY STRENGTH REQUIREMENTS. Project Engineer: BEN WEISS cc: 1.EPISCOPAL RETIREMENT HOMES Attn:DAVID STEELE 2.W.G. CLARK CONSTRUCTION CO. Attn:J.B. HALL 3.CITY OF BREMERTON, COMMUNITY DEVELOPMENT Attn:JANET LUNCEFORD 4.MARX/OKUBO Attn:GREG ARNOLD 5.INTEGRUS SPOKANE Attn:BRENDA NORTON @AGRA Earth & Environmental Group RZA AGRA, Inc. COMPRESSION TEST REPORT 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820-4669 FAX: 821-3914 To: INTEGRUS ARCHITECTURES 1600 THE EXCHANGE BUILDING, 821 2nd AVE. SEATTLE, VVA 98104 Attention: GREG HOUGH Date: 1/17/94 Job No.: 11-8906-1 Project: ST. PAUL CANTERBURY MANOR FIELD DATA Contractor: VV.G. CLARK Material Type: CONCRETE Requirement (psi) 4000/28 DAY Cement Content (sk) 6 Placement Date & Time: 9:05 A.M. Ambient Temperature ("F) 44 Material Temp ("F) 69 Slump (in) 6" Air Content (%) N/A VVater /Cement Ratio: .33 Size of Samples: 6x12 CYLINDERS Amount of Material Placed: 18 CY Material Supplier: FRED HILL Delivery Ticket No. 02520 (3) Truck No. G4 Mix Number: 305 S VV /1 % POZZOTEC Mix Proportions Cement Content (Ib/cy) 572 VVater (Ib/cy) 188 (HOT) Fine Aggregate (Ib/cy) 1247 Coarse Aggregate (Ib/cy) 7/8" 1903 Admixture (oz/cy) POL YHEED 34oz. Admixture (oz/cy) AEA 4oz. Admixture (oz/cy) POZZOTEC 20-47oz., RHEOBUILD 67oz. LABORATORY DATA T est Date Laboratory Field Test Age Test Load Specimen Area Compressive Specimen Specimen (days) (Ibs) (sq. in.) Strength (psi) Number Number 1/24/94 600 53 I 7 120940 28.27 4278 2/14/94 601 54 28 145620 28.27 5151 2/14/94 602 55 28 146840 28.27 5194 HOLD 603 56 HOLD N/A 28:27 N/A SPECIFICATIONS 28 DAY 4000/psi Remarks: 28 DAY BREAKS EXCEEDED 28 DAY STRENGTH REQUIREMENTS. Project Engineer: BEN VVEISS cc: 1.EPISCOPAL RETIREMENT HOMES 2.YV.G. CLARK CONSTRUCTION CO. 3.CITY OF BREMERTON, COMMUNITY DEVELOPMENT 4.MARX/OKUBO 5.INTEGRUS SPOKANE Attn: DAVID STEELE Attn: J.B. HALL Attn:JANET LUNCEFORD Attn: GREG ARNOLD Attn: BRENDA NORTON ~ .A G R A Earth & Environrnenta/ Group RZA AGRA, Inc. COMPRESSION TEST REPORT 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820-4669 FAX: 821-3914 To: INTEGRUS ARCHITECTURES 1600 THE EXCHANGE BUILDING 821 2nd AVE. SEATTLE, WA 98104 Attention: GREG HOUGH Date: 1/17/94 Job No.: 11-8906-1 Project: ST. PAUL CANTERBURY MANOR FIELD DATA Contractor: W.G. CLARK Material Type: CONCRETE Requirement (psi) 4000/28 DAY Cement Content (sk) 6 Placement Date & Time: 10:15 A.M. Ambient Temperature fF) 44 Material Temp fF) 70 Slump (in) 5.75" Air Content (%) N/A Water/Cement Ratio: .33 Size of Samples: 6x12 CYLINDERS Amount of Material Placed: 54 CY Material Supplier: FRED HILL Delivery Ticket No. 02525 (8) Truck No. 64 Mix Number: 305 S W /1.5% POZZOTEC Mix Proportions Cement Content (Ib/cy) 568 Water (Ib/cy) 189 (HOT) Fine Aggregate (Ib/cy) 1276 Coarse Aggregate (Ib/cy) 7/8" 1907 Admixture (oz/cy) POL YHEED 330z. Admixture (oz/cy) AEA 40z. Admixture (oz/cy) POZZ 20 71 oz., RHEOBUILD 670z. LABORATORY DATA T est Date Laboratory Field T est Age Test Load Specimen Area Compressive Specimen Specimen (days) (Ibs) (sq. in.) Strength (psi) Number Number 1/24/94 604 57 II 7 119800 28.27 4238 2/14/94 605 58 28 147630 28.27 5222 2/14/94 606 59 28 143880 28.27 5089 HOLD 607 60 HOLD N/A 28.27 N/A SPECIFICATIONS 28 DAY 4000/psi Remarks: 28 DAY BREAKS EXCEEDED 28 DAY STRENGTH REQUIREMENTS. Project Engineer: BEN WEISS cc: 1.EPISCOPAL RETIREMENT HOMES Attn: DAVID STEELE 2W.G. CLARK CONSTRUCTION CO. Attn: J.B. HALL 3.CITY OF BREMERTON, COMMUNITY DEVELOPMENT Attn: JANET LUNCEFORD 4.INTEGRUS SPOKANE Attn: BRENDA NORTON 5.MARX/OKUBO Attn: GREG ARNOLD @ AG RA Earth & EnVIronmental Group RZA AGRA, Inc. COMPRESSION TEST REPORT 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820-4669 FAX: 821-3914 To: INTEGRUS ARCHITECTURES 1600 THE EXCHANGE BUILDING 821 2nd AVE. SEATTLE, VVA 98104 Attention: GREG HOUGH Date: 1/18/94 Job No.: 11-8906-1 Project: ST. PAUL CANTERBURY MANOR FIELD DATA Contractor: VV.G. CLARK Material Type: CONCRETE Requirement (psi) 4000/28 DAY Cement Content (sk) 6 Placement Date & Time: 1 :00 P.M. Ambient Temperature fF) 45 Material Temp fF) 56 Slump (in) 8" Air Content (%) N/A VVater /Cement Ratio: .40 Size of Samples: 6x12 CYLINDERS Amount of Material Placed: 10 CY Material Supplier: FRED HILL Delivery Ticket No. 02546 (12) Truck No. 35 Mix Number: 305 S Mix Proportions Cement Content (Ib/cy) 560 VVater (Ib/cy) 158 Fine Aggregate (Ib/cy) 1314 Coarse Aggregate (Ib/cy) 7/8" 1893 Admixture (oz/cy) POL YHEED 33oz. Admixture (oz/cy) AEA 4oz. Admixture (oz/cy) POZZOTEC 20 47oz., RHEOBUILD 66oz. LABORATORY DATA Test Date Laboratory Field T est Age Test Load Specimen Area Compressive Specimen Specimen (days) (Ibs) (sq. in.) Strength (psi) Number Number 1/25/94 612 61 7 128080 28.27 4531 2/15/94 613 62 28 146720 28.27 5190 2/15/94 614 63 28 144680 28.27 5118 HOLD 615 64 HOLD N/A 28.27 N/A SPECIFICATIONS 28 DAY 4000/psi Remarks: 28 DAY BREAKS EXCEEDED 28 DAY STRENGTH REQUIREMENTS. Project Engineer: BEN VVEISS cc: l.EPISCOPAL RETIREMENT HOMES Attn:DAVID STEELE 2.VV.G. CLARK CONSTRUCTION CO. Attn:J.B. HALL. 3.CITY OF BREMERTON, COMMUNITY DEVELOPMENT Attn:JANET LUNCEFORD 4.MARX/OKUBO Attn:GREG ARNOLD 5.1NTEGRUS SPOKANE Attn:BRENDA NORTH RZA AGRA, Inc. COMPRESSION TEST REPORT 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820-4669 FAX: 821-3914 To: INTEGRUS ARCHITECTURES 1600 THE EXCHANGE BUILDING, 821 2nd AVE. SEATTLE, VVA 981040 Attention: GREG HOUGH Date: 1/19/94 Job No.: 11-8906-1 Project: ST. PAUL'S CANTERBURY MANOR FIELD DATA Contractor: VV.G. CLARK Material Type: CONCRETE Requirement (psi) 4000/28 DAY Cement Content (sk) 6 Placement Date & Time: 8:30 A.M. Ambient Temperature fF) 34 Material Temp fF) 68 Slump (in) 5.25" Air Content (%) N/A VVater/Cement Ratio.: .33 Size of Samples: 6x12 CYLINDERS Amount of Material Placed: 31 CY Material Supplier: FRED HILL Delivery Ticket No. 2549 (1) Truck No. 66 Mix Number: 305 S Mix Proportions Cement Content (Ib/cy) 552 Ibs. VVater (Ib/cy) 190 HOT Fine Aggregate (Ib/cy) BS-1250 Coarse Aggregate (Ib/cy) 7/8" 1937 Admixture (oz/cy) POL YHEED 33 oz. Admixture (oz/cy) MICROAIR 4 oz. Admixture (oz/cy) POZZOTEC 20 71 oZ.-RHEOBUILD 67 oz. Test Date Laboratory Field T est Age Test Load Specimen Area Compressive Specimen Specimen (days) (Ibs) (sq. in.) Strength (psi) Number Number 1/26/94 616 65 7 122720 28.27 4341 2/16/94 617 66 28 151880 28.27 5372 2/16/94 618 67 28 154720 28.27 5473 HOLD 619 68 HOLD N/A 28.27 N/A SPECIFICATIONS 28 DAY 4000/psi LABORATORY DATA Remarks: 28 DAY BREAKS EXCEEDED 28 DAY STRENGTH REQUIREMENTS. Project Engineer: BEN VVEISS cc: l.EPISCOPAL RETIREMENT HOMES Attn:DAVID STEELE 2'vv.G. CLARK CONSTRUCTION CO. Attn:J.B. HALL 3.CITY OF BREMERTON, COMMUNITY DEVELOPMENT Attn:JANET LUNCEFORD 4.INTEGRUS SPOKANE Attn:BRENDA NORTON 5.MARX/OKUBO Attn:GREG ARNOLD ~AGRA Earth & Environmental Group RZA AGRA, Inc. COMPRESSION TEST REPORT 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820-4669 FAX: 821-3914 To: INTEGRUS ARCHITECTURES 1600 THE EXCHANGE BUILDING. 821 2nd AVE. SEATTLE, vVA 981040 Attention: GREG HOUGH Date: 1/28/94 Job No.: 11-8906-1 Project: CANTERBURY MANOR FIELD DATA Contractor: w.G. CLARK Material Type: CONCRETE Requirement (psi) 4000/28 DAY Cement Content (sk) 5.5 Placement Date & Time: 1 :00 P.M. Ambient Temperature fF) 51 Material Temp fF) 62 Slump (in) 4" Air Content (%) N/A Water/Cement Ratio.: N/A Size of Samples: 6x12 CYLINDERS Amount of Material Placed: 6 CY Material Supplier: FRED HILL Delivery Ticket No. N/ A Truck No. N/A Mix Number: 305 Mix Proportions Cement Content (Ib/cy) 564 Ibs. Water (Ib/cy) 250 Fine Aggregate (Ib/cy) BS-1260 Coarse Aggregate (Ib/cy) 3/4" 1900 Admixture (oz/cy) AEA 4 oz. Admixture (oz/cy) POL YHEED 6 oz./160 Ibs. Admixture (oz/cy) N/A LABORATORY DATA Test Date Laboratory Field Test Age Test Load Specimen Area Compressive Specimen Specimen (days) (Ibs) (sq. in.) Strength (psi) Number Number 2/4/94 696 73 7 85440 28.27 3022 2/25/94 697 74 28 145600 28.27 5150 2/25/94 698 75 28 142120 28.27 5027 HOLD 699 76 HOLD N/A 28.27 N/A SPECIFICATIONS 28 DAY 4000/psi Remarks: 28 DAY BREAKS EXCEEDED 28 DAY STRENGTH REQUIREMENTS. Project Engineer: BEN WEISS cc: l.EPISCOPAL RETIREMENT HOMES Attn:DAVID STEELE 2.W.G. CLARK CONSTRUCTION CO. Attn:J.B. HALL 3.CITY OF BREMERTON, COMMUNITY DEVELOPMENT Attn:JANET LUNCEFORD 4.INTEGRUS SPOKANE Attn:BRENDA NORTON 5.MARX/OKUBO Attn:GREG ARNOLD RZA AGRA, Inc. COMPRESSION TEST REPORT 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820-4669 FAX: 821-3914 To: INTEGRUS ARCHITECTURES 1600 THE EXCHANGE BUILDING, 821 2nd AVE. SEATTLE, WA 981040 Attention: GREG HOUGH Date: 1/24/94 Job No.: 11-8906-1 Project: CANTERBURY MANOR FIELD DATA Contractor: W.G. CLARK Material Type: CONCRETE Requirement (psi) 4000/28 DAY Cement Content (sk) 6 Placement Date & Time: 8:00 A.M. Ambient Temperature (IF) 38 Material Temp (IF) 65 Slump (in) 6" Air Content (C/o) N/A Water/Cement Ratio.: .32 Size of Samples: 6x12 CYLINDERS Amount of Material Placed: 9 CY Material Supplier: FRED HILL Delivery Ticket No. 2596 (1) Truck No. 66 Mix Number: 305 S Mix Proportions Cement Content (Ib/cy) 557 Ibs. Water (Ib/cy) 182 HOT Fine Aggregate (Ib/cy) BS-1241 Coarse Aggregate (Ib/cy) 7/8" 1893 Admixture (oz/cy) POL YHEED 33 oz. Admixture (oz/cy) MICROAIR 4 oz. Admixture (oz/cy) POZZOTEC 20 71 oZ.-RHEOBUILD 67 oz. LABORATORY DATA . , Test Date Laboratory Field T est Age T est Load Specimen Area Compressive Specimen Specimen (days) (Ibs) (sq. in.) Strength (psi) Number Number 1/31/94 652 69 7 126260 28.27 4466 2/21/94 653 70 28 143060 28.27 5060 2/21/94 654 71 28 147220 28.27 5208 HOLD 655 72 HOLD N/A 28.27 N/A SPECIFICATIONS 28 DAY 4000/psi Remarks: 28 DAY BREAKS EXCEEDED 28 DAY STRENGTH REQUIREMENTS. Project Engineer: BEN WEISS cc: 1.EPISCOPAL RETIREMENT HOMES 2.W.G. CLARK CON~TRUCTION CO. .' 3.CITY OF-BREMERTON, COMMUNITY DEVELOPMENT 4.INTEGRUS SPOKANE 5.MARX/OKUBO Attn:DAVID STEELE Attn:J.B. HALL Attn:JANET LUNCEFORD Attn:BRENDA NORTON Attn:GREG ARNOLD @AGRA Earth & Environmental Group RZA AGRA, Inc. COMPRESSION TEST REPORT 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820-4669 FAX: 821-3914 INTEGRUS ARCHITECTURES 1600 THE EXCHANGE BUILDING 821 2nd AVE. SEATTLE, WA 98104 Attention: GREG HOUGH To: Date: 1/3/94 Job No.: 11-8906-1 Project: ST. PAUL CANTERBURY MANOR FIELD DATA Contractor: W.G. CLARK Material Type: CONCRETE Requirement (psi) 4000/28 DAY Cement Content (sk) 6 Placement Date & Time: 1/3/94. 12:00 P.M. Ambient Temperature fF) 45 Material Temp (OF) 73 Slump (in) 4" Air Content (%) 4% Water/Cement Ratio: .27 Size of Samples: 6x12 CYLINDERS Amount of Material Placed: 16 yds3 Material Supplier: FRED HILL MATERIALS Delivery Ticket No. 02418 Truck No. 64 Mix Number: 305 Mix Proportions Cement Content (Ib/cy) 575 Water (Ib/cy) 153 Fine Aggregate (Ib/cy) BS-1323 Coarse Aggregate (Ib/cy) (7/8-1") 1900 Admixture (oz/cy) AEA-4.2 Admixture (oz/cy) POL YoN 34.2 Admixture (oz/cy) NIA T est Date Laboratory Field Test Age Test Load Specimen Area Compressive Specimen Specimen (days) (Ibs) (sq.in.) Strength (psi) Number Number 1/10/94 492 21 7 101700 28.27 3597 1 /31 /94 493 22 28 150460 28.27 5322 1/31/94 494 23 28 152200 28.27 5384 HOLD 495 24 HOLD NIA 28.27 NIA SPECIFICATIONS 28 DAY 4000/psi LABORATORY DATA Remarks: 28 DAY BREAKS EXCEEDED 28 DAY STRENGTH REQIREMENTS. Project Engineer: BEN WEISS cc: 1.EPISCOPAL RETIREMENT HOMES Attn:DAVID STEELE 2.W.G. CLARK CONSTRUCTION CO. Attn:J.B. HALL 3.CITY OF BREMERTON, COMMUNITY DEVELOPMENT Attn:JANET LUNCEFORD 4.MARX/OKUBO Attn:GREG ARNOLD 5.INTEGRUS SPOKANE Attn:BRENDA NORTON ~<:"'~ - ~) . ~~ ~ \~\ f.""'\ \.~ \\ '\.\ \.;>.J <-"" II c.. \j c>""=' ' '\ i \5' _~. \f'\ ( '-.:) \ \~\ \;:'} ~<3~ \.~.,). \'" ~ \...>'- f"'~'" x: \:.. <~$)~ ..~"'\ n"ilf~.'li~ l\S(\~\:: $ \\y~ \,., \\\~W.. ' \\\\\\. RZA AGRA, Inc. COMPRESSION TEST REPORT 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820-4669 FAX: 821-3914 To: INTEGRUS ARCHITECTURES 1600 THE EXCHANGE BUILDING 821 2nd AVE. SEATTLE, VVA 98104 Attention: GREG HOUGH Date: 1/6/94 Job No.: 11-8906-1 Project: ST. PAUL'S CANTERBURY MANOR FIELD DATA Contractor: VV.G. CLARK Material Type: CONCRETE Requirement (psi) 4000/28 DAY Cement Content (sk) 6 Placement Date & Time: 1/6/94, 8:00 A.M. Ambient Temperature (oF) 35 Material Temp (oF) 65 Slump (in) 5" Air Content (%) N/A Water/Cement Ratio: .31 Size of Samples: 6x12 CYLINDERS Amount of Material Placed: 9 yds3 Material Supplier: FRED HILL MATERIALS Delivery Ticket No. 2434 Truck No. 66 Mix Number: 305 S Mix Proportions Cement Content (Ib/cy) 573 VVater (Ib/cy) 103 "HOT" Fine Aggregate (Ib/cy) 1326 (5.2%) MOISTURE Coarse Aggregate (Ib/cy) 7 /8"~1 913 Admixture (oz/cy) MICRO AIR-4.2oz. Admixture (oz/cy) POL YHEED 33oz. Admixture (oz/cy) RHEOBUILD 67oz., POZZ 20 1.5% LABORATORY DATA T est Date Laboratory Field T est Age T est Load Specimen Area Compressive Specimen Specimen (days) (Ibs) (sq. in.) Strength (psi) Number Number 1/13/94 524 25 7 114620 28.27 4054 2/3/94 525 26 28 153800 28.27 5440 2/3/94 526 27 28 154710 28.27 5473 HOLD 527 28 HOLD N/A 28.27 N/A SPECIFICATIONS 28 DAY 4000/psi Remarks: 28 DAY BREAKS EXCEEDED 28 DAY STRENGTH REQUIREMENTS. Project Engineer: BEN WEISS cc: 1.EPISCOPAL RETIREMENT HOMES Attn:DAVID STEELE 2.W.G. CLARK CONSTRUCTION CO. Attn:J.B. HALL 3.CITY OF BREMERTON, COMMUNITY DEVELOPMENT Attn:JANET LUNCEFORD 4.MARX/OKUBO Attn:GREG ARNOLD 5.INTEGRUS SPOKANE Attn:BRENDA NORTON , I RZA AGRA, Inc. COMPRESSION TEST REPORT 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820-4669 FAX: 821-3914 To: INTEGRUS ARCHITECTURES 1600 THE EXCHANGE BUILDING 821 2nd AVE. SEATTLE, WA 98104 Attention: DAVID STEELE Date: 1/6/94 Job No.: 11-8906-1 Project: ST.PAUL'S CANTERBURY MANOR FIELD DATA Contractor: W.G. CLARK Material Type: CONCRETE Requirement (psi) 4000/28 DAY Cement Content (sk) 6 Placement Date & Time: 1/6/94, 8:00 A.M. Ambient Temperature (IF) 40 Material Temp (OF) 60 Slump (in) 8" Air Content (%) NIA Water ICement Ratio: .29 Size of Samples: 6x12 CYLINDERS Amount of Material Placed: 63 yds3 Material Supplier: FRED HILL MATERIALS Delivery Ticket No. 2439 Truck No. 15 Mix Number: 305 S Mix Proportions Cement Content (Ib/cy) 568 Water (Ib/cy) 100 Fine Aggregate (Ib/cy) BS-1313 (4.8%) MOISTURE Coarse Aggregate (Ib/cy) 7/8"-1897 Admixture (oz/cy) MICRO AIR 4.30z. Admixture (oz/cy) POL YHEED 330z. Admixture (oz/cy) RHEOBUILD 670z., POZZ 20-71 oz. LABORATORY DATA T est Date Laboratory Field Test Age T est Load Specimen Area Compressive Specimen Specimen (days) (Ibs) (sq. in.) Strength (psi) Number Number 1/13/94 528 29 7 97940 28.27 3464 2/3/94 529 30 28 149080 28.27 5273 2/3/94 530 31 28 150600 28.27 5327 HOLD 531 32 HOLD NIA 28.27 NIA SPECIFICATIONS 28 DAY 4000/psi Remarks: 28 DAY BREAKS (psi) EXCEEDED 28 DAY STRENGTH REQUIREMENTS. Project Engineer: BEN WEISS cc: 1.EPISCOPAL RETIREMENT HOMES Attn:DAVID STEELE 2.w.G. CLARK CONSTRUCTION CO. Attn:J.B. HALL 3.CITY OF BREMERTON, COMMUNITY DEVELOPMENT Attn:JANET LUNCEFORD 4.MARXIOKUBO Attn:GREG ARNOLD 5.INTEGRUS SPOKANE Attn:BRENDA NORTON RZA AGRA, Inc. COMPRESSION TEST REPORT 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820-4669 FAX: 821-3914 INTEGRUS ARCHITECTURES 1600 THE EXCHANGE BUILDING 821 2nd AVE. SEATTLE, WA 98104 Attention: GREG HOUGH To: Date: 1/6/94 Job No.: 11-8906-1 Project: ST. PAUL'S CANTERBURY MANOR FIELD DATA Contractor: W.G. CLARK Material Type: CONCRETE Requirement (psi) 4000/28 DAY Cement Content (sk) 6 Placement Date & Time: 1/6/94, 8:00 A.M. Ambient Temperature f'F) 45 Material Temp (oF) 65 Slump (in) 5.25" Air Content (%) N/A Water/Cement Ratio: .31 Size of Samples: 6x12 CYLINDERS Amount of Material Placed: 107 yds3 Material Supplier: FRED HILL MATERIALS Delivery Ticket No. 02445 Truck No. 66 Mix Number: 305 S Mix Proportions Cement Content (Ib/cy) 571 Water (lb/cy)102 "HOT" Fine Aggregate (Ib/cy) BS-1303 (4.8%) MOISTURE Coarse Aggregate (Ib 1 cy) 7/8"-1897 Admixture (oz/cy) MICRO AIR 4.30z. Admixture (oz/cy) POL YHEED 330z. Admixture (oz/cy) RHEOBUILD 670z., POZZ 20 950z. LABORATORY DATA Test Date Laboratory Field Test Age T est Load Specimen Area Compressive Specimen Specimen (days) (Ibs) (sq.in.) Strength (psi) Number Number 1/13/94 532 33 7 111 740 28.27 3953 2/3/94 533 34 28 151700 28.27 5366 2/3/94 534 35 28 149630 28.27 5293 HOLD 535 36 HOLD N/A 28.27 N/A SPECIFICATIONS 28 DAY 4000/psi Remarks: 28 DAY BREAKS EXCEEDED 28 DAY STRENGTH REQUIREMENTS. Project Engineer: BEN WEISS cc: 1.EPISCOPAL RETIREMENT HOMES Attn:DAVID STEELE 2W.G. CLARK CONSTRUCTION CO. Attn:J.B. HALL 3.CITY OF BREMERTON, COMMUNITY DEVELOPMENT Attn:JANET LUNCEFORD 4.MARX/OKUBO Attn:GREG ARNOLD 5.INTEGRUS SPOKANE Attn:BRENDA NORTON RZA AGRA, Inc. Field Report Transmittal 11335 NE 122nd Way Suite 100 Kirkland. WA 98034-6918 (206) 820-4669 FAX: 821-3914 Integrus Architecture 1600 The Exchange Building 821 Second Avenue Seattle. Washington 98104 Attention: Greg Hough To: Date: 02/08/94 Job No.: W-8906-1 Project: St. Paul Canterbury Manor Enclosed for your review and records are our most recent field reports pertaining to the subject project. All previous field reports and correspondence from our office are summarized as follows: Field Transmittal Report No. Report Date Items Date 01-06 11/18-11 /30/93 Daily Field Reports 12/03/93 07 -10 12/02-12/07/93 Daily Field Reports 12/10/93 11 M-12M 12/13-12/15/93 Materials Field Reports 12/22/93 13M-14M 12/17-12/22/93 Materials Field Reports 12/28/93 15M 12/29/93 Materials Field Report 01/04/94 16M-17M 01/03-01/06/94 Materials Field Reports 01/13/94 18 01/12/94 Daily Field Report 1/17/94 18M-22M 01/14-01/24/94 Materials Field Reports 01/25/94 23M 01/28/94 Materials Field Report 02/08/94 Remarks: cc: 1. Episcopal Retirement Homes 2. w.G. Clark Construction Co. 3. City of Bremerton 4. Integrus Spokane 5. Marx/Okubo Attn: David Steele Attn: J.B. Hall Attn: Janet Lunceford Attn: Brenda Norton Attn: Greg Arnold l. RZA AGRA, Inc. Materials Department Daily Field Report Field Report No. 2..-3 J--t Project Name 6..,. 21/~s (hAJ~~ /1A4-v0/Z- Job No. II-ffClt;-1 Location {lOWb<- QC' (]".L<fil!..tW i {!uteh 4')6';Pate Zf? i)7f.::J 9-/ SSM T W 0 6UIv1€..C'_70~~A Arrivall1me / -t?o.p~ Page -L of..L ClienVOwner '5 j, (l-,UL-s' ~21 Sc:!.OF:4-t- /L~f'r,JIClient's Rep. /).4-(//2) 'S';;e~ p:; Contractor IU~;~~ Contractor's Rep. 'Zt.JJ)7 RZA Field Rep. ~/M /~ Job Phone No. & Z--s -7<1'1 D RZA Office Contact < ~ S..s:&. Weather (!~tL- Material Type: a,,;;~-;z Material Supplier %J:/~ ~ #~,"-,A-<-j Requirement (psi) 9-600 Delivery Ticket No. --O:Z &; ~ G~-+ Cement Content (sk) <;;', (z- Truck No. dL c./ / Placement Time 1100 Mix No. !3oS:- S-I v Ambi~nt Temperature (F) , Mix Proportions: Material Temp (F) cPl. E7 Cement (Ib/cy) <; L. L/ Slump (in) 1- ~ Water (Ib/cy) z....C-O Air Content (%) . Fine Aggregate (Ib/cy) ~Z- ~ D Water/Cement Ratio ' 11/ Coarse Aggregate (Ib/cy) Y~4_ /900 Sample Size &.. Cf2~ /2- V' (?~';!-;rJi::JtYl... ~ Admixture (oz/cy) A-t!4 - 45 Amount of Material Placed 0 yLJ...5. Adm~xture ~ ~v!::f-/'tl"Gi7.D fo ~/lrc:o ~ Field Specimen Numbers Admixture (oz/cy) Test Age (days) ~2.~/~ ~t:-.2J Comments & Locations M..-fl--I t.J~2> 0,0 S' lib- H/ Ch~/ZAe.-T3tZ-S r ~QU6SI 70 /Ah~ *1V--1<";' ~. ~-rc;;-Gc- ?/ZA.y/'Z- 7V aO/lJ~ ?~tJ..e.~Ur""::(OIL M60oL1'T7-f/~ rOO/7,,( k ~~t-L AT M4/J t'll.Jr~ b?rwGC0 0::::-12-1-2):5 /~ 4N7) /7 ~/~ C!L/( )!:.. .4-u.- u/.4S AS ,t?Ga- ,4"o(/11-Ot/6]:) L>lZ4u:J/;)7S' (lA/A> I "1?_A-t!.. 7CYt ?Lfi~. ~0 , 0.y~S 3 of ~~D ~~ "",,y:: - ~';;-/5"'a::r.JP'5). ~~) i:r- ~ /J~t/e GO~---IZc/d a~e-"E:-~_~J~ ~ JLL4. -r~c ~ &/C./SCA:::-/~~ a//77/,4- ~~~ vf(';qTZl~ :rL45z- .y:.bq'Gx'/Z--_~...J?2'PLS 70 v';G-/U~7 &r4'7~-5/~ 37:;?~/'7,C, In our opinion. all it ..!!h the approved plans and specifications. Ye~ No_ RZA AGRA Field Re Contractor's Rep Reviewed by: o Conthued KWF 07().6IREV. 1 11831 - ...- 11335 NE 122nd Way Suite 100 Kirkland, WA 98034-6918 (206) 820-4669 FAX: 821-3914 RZA AGRA, Inc. COMPRESSION TEST REPORT To: INTEGRUS ARCHITECTURES 1600 THE EXCHANGE BUILDING, 821 2nd AVE. SEATTLE, WA 98104 Attention: GREG HOUGH Date: 12/29/93 Job No.: 11-8906-1 Project: ST. PAULS CANTERBURY MANOR Contractor: W.G. CLARK Material Type: CONCRETE Requirement (psi) 4000/28 DAY Cement Content (sk) 6 Placement Date & Time: 12/29/93, 12:00 P.M. Ambient Temperature fF) 43 Material Temp fF) 69 Slump (in) 7" Air Content (%) 4% Water /Cement Ratio: .27 Size of Samples: 6x12 CYLINDERS Amount of Material Placed: 50 yds3 FIELD DATA Material Supplier: FRED HILL Delivery Ticket No. 19191 Truck No. 57 Mix Number: 305 S Mix Proportions Cement Content (Ib/ey) 590 Water (Ib/ey) 158 Fine Aggregate (Ib/ey) BS-1297 Coarse Aggregate (Ib/ey) 7/8"-1897 Admixture (oz/ey) AEA-4.2 Admixture (oz/ey) POLY N-33 Admixture (oz/ey) R HEO-66 LABORATORY DATA T est Date Laboratory Field T est Age Test Load Specimen Area Compressive Specimen Specimen (days) (Ibs) (sq. in.) Strength (psi) Number Number 1/5/94 472 17 7 108580 28.27 3841 1/26/94 473 18 28 154780 28.27 5475 1/26/94 474 19 28 149600 28.27 5292 HOLD 475 20 HOLD N/A 28.27 N/A II I I 128 DAY I I l.ooo/PSi I SPECIFICATIONS Remarks: 28 DAY BREAKS EXCEEDED 4000/psi SPECIFIED REQUIREMENT. Project Engineer: BEN WEISS cc: 1.EPISCOPAL RETIREMENT HOMES Attn:DAVID STEELE 2.W.G. CLARK CONSTRUCTION CO. Attn:J.B. HALL 3.CITY OF BREMERTON, COMMUNITY DEVELOPMENT Attn:JANET LUNCEFORD 4.MARX/OKUBO Attn:GREG ARNOLD 5.INTEGRUS SPOKANE Attn:BRENDA NORTON .""nc'.;,..,.:..;,.i"....l,,>;<.r_;:,.u.,,~....,,,t._,;;""',.,'~k.".'..' RZA AGRA, Inc. Field Report Transmittal 11335 NE 122nd Way Suite 100 Kirkland. WA 98034-6918 (206) 82(}.4669 FAX: 821-3914 To: Integrus Architecture 1600 The Exchange Building 821 Second Avenue Seattle, Washington 98104 Attention: Greg Hough Date: 01/25/94 Job No.: W-8906-1 Project: S1. Paul Canterbury Manor Enclosed for your review and records are our most recent field reports pertaining to the subject project. All previous field reports and correspondence from our office are summarized as follows: Field Transmittal Report No. Report Date Items Date 01-06 11 /18-11 /30/93 Daily Field Reports 12/03/93 07-10 12/02-12/07/93 Daily Field Reports 12/10/93 11 M-12M 12/13-12/15/93 Materials Field Reports 12/22/93 13M-14M 12/17-12/22/93 Materials Field Reports 12/28/93 15M 12/29/93 Materials Field Report 01/04/94 16M-17M 01/03-01/06/94 Materials Field Reports 01/13/94 18 01/12/94 Daily Field Report 1/17/94 18M-22M 01/14-01/24/94 Materials Field Reports 01/25/94 Remarks: cc: ,. Episcopal Retirement Homes 2. w.G. Clark Construction Co. 3. City of Bremerton 4. Integrus Spokane 5. Marx/Okubo Ann: David Steele Attn: J.B. Hall Ann: Janet Lunceford Ann: Brenda Norton Ann: Greg Arnold , , .'."e. ;,.,,6' :: " It RZA AGRA.. Inc. Materials Department Daily Field Report Field Report No. 1 BA1. Project Name 57"". Y.4~L.-S G:rJ.rl'5"-~~ MA.Jo/L. Job No. 11- K-9ot, ... I Location WA.rut~ ~ ~~ 4-/&. Date I ~ cTA.,J 9</ SSM T W Ti) 3111.Mt3Il-'70.J) ;)1'- Arrival Time ? :00 AJ-.. Page...L.. Of~ Client/Owner ST- ?AlliS r'A~rJlE-lLAf~ M.q;)PA- . Client's Rep. /)J/u//O <:;r~ #_ Contractor t.J. G-. (]l-A-t!:::k.. Contractor's Rep. .t2dJ)Lf RZA Field Rep. al//Z..tS ~/'("-~/r;-~'F- Job Phone No. (, l3 - i(t(o RZA Office Contact b. {;)~15 5 Weather (!.U;U)i)'1 fo ',5 Material Type: Co,:)~ Material Supplier ~1)' ;I.//u- MA-~.41-..5 Requirement (psi) ~oo 0 Delivery Ticket No. OZ-fq 7 (9 ) Cement Content (sk) (p ..s K:. Truck No. 4155 Placement Time e (30 AM Mix No. 3t>S" 5 Ambient Temperature (F) 40 0 ,~ Mix Proportions: Material Temp (F) 7 I 0 Cement (Ib/cy) ,S't"q Slump (in) 7 '1<1 .. Water (Ib/cy) 17~ Air Content (%) Fine Aggregate (Ibl cy) /.6 / ~ Water/Cement Ratio " 3 / Coarse Aggregate (Ib/cy) 7/e" - I"7D 7) Sample Size (, "x. fZ-" Admixture (oz/CY) ~ ~ - 33 OS Amount of Material Placed ~fJL&.l> #r/t) y'"')S~ Admixture (oz/cy) M./~1I-1"- - 4. 7...n; Field Specimen Numbers ~~cy) O~U> - U,") (I '70) Test Age (days) 7, 2~ / 2.8 } HOl-:?J ~~~ ~hVl""')) - t,~ .5 Comments & Locations Alt.R.-lt/~ t?;) ,-~/7?; A-r- eoA.J77LA CZ-7CVL <\ /~u~/ I -rlJ /Ak~<2....r ~ So ~ (21fC.s::."iF=-iEf ?fZ-fO/t.. ro a/").-0 rlflL-7C- ?&14t!.e~6;)"- 0 ~ St.- );.6 ~,J &/l..A..2J ~ F ~ 2 t- 70 .5 2- t../ A./~S 8E:T;;)F~J ,4 AAJJ:> L t:../,.)6-s. 4~~ tZL-~.4/L4~~S ~::k~ A:bJ7j<:'~n ) tru-- WA- S 14- _") Pfu- --r7./G: /1 f1f?/0rJa /) Jf.A 0;~ ~ do,.;; 'f/Z-,(j C-TV rL . , ,!/l-ttt!-t;--o ~ ( Yi)S3 6P' -::F1l-GJ> !-(t'-'- M4/~/4L-S M <;c -# '-~ s C!ooo. tJ<;L ~I)Ar z:lb3: ABm!?- L.-OC3A-z:&~ A:s:d 41 -/It/~e.- A ;/2.-<:; #.4~7 p16t'2-/ JA6~tZ-(~A-~ (/26./;UPOtU1-/J:':.- /J.f'J('.t2DJ6J)) (!~A)~;Z L--r.Jn-<; ~-A/1~ t//.4 PJu/I-?;c7 H~ ezc:,~S~L-~R-/Z;;:L> A-r- . ...-J .1 ~ -1 "\ - J.- /"//t"V~ljC/) H(fIjt--./6 1..1Xl.fi 770/1-15; (~/rlI HW-MtL ft::1AL- (/;(!'fl4-7()f1- asr .4 r~7P.L-~;:; /2 - 10 ...~.)< I?.." aoMfltt6Ss //k. <:;7/?~dr;. /657 art-/-<}2)~L 5 (p{)~ 7?) atlA,.)~~ ~ t:h2-2-t.J-rGc- 2.0 *Jl{~~ ~ ~ ZA~" RZA AGRA Field Rep Contractor's Rep Reviewed by; ~~ ~tnUed KWF 07G-& IREV. 1 lfUj --- ..--" ~. , RZA AGRAr Inc. Materials Department Daily Field Report Field Report No. IBM Project Name b-r. 7Htlw C!A-1TII6/lAU~ Location 'A.J/f.Iu..bJ ~ ~4-~ ,.aV~ ~t3tl-~;:) . ~f\ . ClienVOwner ~-r. ?AOkS cf, S&:;f)/k- (l~/L('lj./ ~~OL Job No. //-810(., - f Date ,.tI~,J 91 SSM TW~. Arrival Time 7 too A.J-. Page ..Z:-of~'1 Client's Rep. .]),1// ~ sn.eJ ~ Contractor D. &. . Ck-~Il-/~ Contractor's Rep. Jlo;)l/ , RZA Field Rep. (! //.L,S" 41,c..,t.>1(;". -Jc.--tL.. Job Phone No. (p Z-3 -7 cf-VO RZA Office Contact ~ ). _ __ IS, [A)t;,r<;;( Weather ~():})s ~D'5 Material Type: Cov ~ Material Supplier ::F"U2:> #/~'- MA7ll!:Il..ItJ--LJ Requirement (psi) LjOOD Delivery Ticket No. oz.-SZ> I (6) Cement Content (sk) (t? SiC. Truck No. V V Placement Time ~~ 30 <4...... . Mix No. 305 S Ambient Temperature (F) Lj / C) ~1 Mix Proportions: Material Temp (F) 75"'0 Cement (Ib/cy) .:;-~ ") Slump (in) (, lit.! Water (Ib/cy) 18~ 1Jc-r! Air Content (%) Fine Aggregate (Ib/ cy) (zell Water/Cement Ratio . -3"Z- Coarse Aggregate (Ib/cy) /(I,9 ~ Sample Size Lo ., Jt I~ . Admixture (oZ/cy) 91'Ly ~ - ~ s '5 Amount of Material Placed ~A1()uQ) 47 <4 ps3 Admixture (oz/cy) -.2 Field Specimen Numbers Admixture (oZ/cy) 0 j I'll- 0 Test Age (days) 7, 2-0. U. ;./IJ t--n ~t!?l.:Ji. -n- ~t!06(.)j(-'1> - ~ t72 ( I I :::::> -LL- -...) Comments & Locations f A2t/ISt:32> J2v2J 7 t..J I tJ. &-. G c..- t4.f2-I~ C)"F l14 Y tfoAJr!.1E-ILIA) t<..) FaI -;r;:;~ .42)'1) II IOJ E)~ I)oz-zu n:; c- z....o ,4(lL"1~IT:J(L ~) ---J+i~ '?o/~/ ?J~ 2% C!51 /)OLL//L-?b D~ ~A.---te>.Jr.) \-_.::~_.~ f1:xs..<'/~/F.. (1J)L-2> ,/O//t)iS, :Due- 7?5 ~ . , ---- /ly2JM //0;) /2A-r6 tAJaIJL-/) 6& PI2-t3.SE.,)r. CZoAJi/LAlJ.--TVL /1H::~ , (l.f)/f)r;i1a...r132 5~ Cl./?~/7L,IIc:J-:rD1L ~ 1;)4?:;~GJ> l7!eA." 77-Ia'/' I rtKA 7)/)/710;) D-r /7hs A-2J/1-"1~){rL..l4-E. 5~LLl> be L./~/ns-.fJ T?J II (; 70 , /) ~AS~ /Uk;:./Z- 70 ?A-6-e. ~ c;.F 7H I S /26,.P"~ with the approved plans and specifications. Yes _ r No_ RZA AGRA Field Rep Reviewed by: ~ ~tnUed KWF 070.& (REv. 1 1193) ~ . RZA AGRA, Inc. Materials Department Daily Field Report Field Report No. IBM Project Name S.,. ~)L.S (!AAJ7EL81JR1 M ArJofL Job No. J/,,R'?' ot'.,;./) Location tJAU~,.J ~ (1 A-t.-~HA~ .4v6 Date J/ v;;;J 'I! SSM T W TO. 1S~M€e...TO-:J1 ~A Arrival Time 7 !OO ~ Page :5. of ~ I Client/Owner '5... ~ULS bj/~t;C'Dt11H-- (J.Jh~ Client's Rep. V/J/ I?J ,sr~u;, Contractor fA. ) . b; . r!.Lfl../L.,lZ Contractor's Rep. J2v.p Lj RZA Field Rep. (11:111.-1 S ./.-L'-I f!>iW":..."- Job Phone No. rt1H - 7;,,{l"o RZA Office Contact _ ~ __.-....-..... _ 12 lAL.sf Weather (1.t..mMtj 10 '.5 Material Type: (kAJ(!Q...677=-, Material Supplier ZPP""=0 t-I/L..L M41?"!;-IUAl__" Requirement (psi) 1000 Delivery Ticket No. Ol--C:;;-O S- (I z... ') Cement Content (sk) & 5/.t. Truck No. _ <;" 7 Placement Time ~:c36 4.......... Mix No. 30s s Ambient Temperature (F) 4.-2...0 J) Mix Proportions: Material Temp (F) 7 { 0 Cement (Ib/cy) 5(, 'j Slump (in) (tl '/4 .. Water (lb/CY) /0& /-lor I Air Content (%) Fine Aggregate (Ib/cy) /25 ~ Water/Cement Ratio"3S Coarse Aggregate (Ib/cy) "'/f3 "'- It::) 00 Sample Size & ~x /l'" Admixture (oz/cy) ?fX-L(il6blJ - 3.3 ~ Amount of Material Placed :5AI'1I1.AlJ e 72-'j-D.$ .3 Admixture (oz/cy) /y/ ell.() A1fl..-~ ~. ~ Field Specimen Numbers . Admixture (oz/cy) ?(J7?.JJ71:?_ 2.0 - 51~5 U-%) Test Age (days) 7 z,f lj-- . J..k/~~ Sct d:!.. -1, I~ I2#EO(!,vl'l.-~ - flit IL.. . I / ' ~ J Comments & Locations No RZA AGRA Field Rep Contractor's Rep Reviewed by: ~ ~ti-lUed KWF 07(>6 (REV. 1 1/63) Materials Department RZA AGRA. Inc. Daily Field Report Field Report No. IBt1-r Project Name 'Sr. :::1VL-<\ aAJr~v~ !/A.4-,;)OlZ.- Job No. //-89ot? - , Location (A)A/JJ)~;) ~ QA-l/(....A-~ ~ Date /,1 ~~ 9/' SSM TWW 'j;f2.GMGL:ro,;) I 1...J19 Arrival Time (' OC>,4fo.t Page -dof.:;r:' ClienVOwner 61' f/AVL-<., ()14,.))~ (.11/.-"1 /-t,.,uPL Client's Rep. LJ.4J/..2J S ~~L.-G Contractor bJ. G--. ~< Contractor's Rep. /2u.]) '1 RZA Field Rep. (7~ .5 , ./-k."'.1'./6 .J~ Job Phone No. If; 2-.3 -' 2. </<10 RZA Office Contact __ -=-~. ?x--J ~,5f Weather (l--L-O~I fb's Material Type: (lL/,.)~ Material Supplier ,q:::tz...6J f/-I '-<- MI)..~{~.5 Requirement (psi) ~ ~ {X I Delivery Ticket No. ()l..J:)/ '2, (. , It ) Cement Content (sk) Truck No. :Jj (" r! Placement Time 2.--: v 0 Ph Mix No. :!!Jo(9 Ambient Temperature (F) 4 (~ 0 ,) Mix Proportions: Material Temp (F) (000 Cement (Ib/ey) c.f73 Slump(in) L( If Water (Ib/ey) 2.30 Air Content (%) Fine Aggregate (Ib/ey) I ~S (; Water/Cement Ratio . ,/'7 Coarse Aggregate (Ib/ey) ifl'J" - I r~ () Sample Size .J/fX 814 TiI:;;:) Admixture (oZ/ey) fvf,UtGh4'!L - ~es Amount of Material Placed ~~? ,/.pS.3 Admixture (oz/cy) V()I~H.56D - 2-t{:c/~ Field Specimen Numbers Admixture (oz/ey) Test Age (days) -; ( U'J, 5~4i" Il!::- I Comments & Locations .:t:^-JS~ ~S ~ iZ€sTe:Ec.- ful'L- S-;rJ ~/7,J6--) O~ ;; Uu ~/t.r?1"-r 8 7V r2- ~ ~~ /2- &lto.Je ~4.--')A-( 8 70 (L - 4r-'1€:tZ- ,q)JC;-~ <:; r.-..,cttJ r- ,.;) ~ &G~,Jt!.ES I Au 4}/J-) ~~ ;C7~/Z- ~f'~/c-...J ~LA.,Js-~ a-1J//U?~/l- ft/l-~ /) . ~ >/J).s...s nY -=F../U3L) #>L-C.- ,(4# ~/4~ M/,)L::J1' i~D(J ~") /""5/ ~;;t'J~()) ,4r-~l!E p-~o/LE uaC?A-77cJ~S: ~r:=~~~"~=:(;:~~~-J/:':~"-;~5 1i-:~ ~.- ~ '1 X rf- 6f' r1:--y c-/ J~ ') -p ~a-~ ~ ~fr7..o/Z6 5' 57 ~ 51/2..-EJ&- /"7.L . with the approved plans and specifications. Yes _ No ------ RZA AGRA Field Re Contractors Rep Reviewed by: ~J ~ Contnued KWF 07C>6IREV. 1 1/83) . G00'39~d 921L 289 902 90:01 86. 8 ~3a -. . _ f22A f88? t:Jq id (B H "W.G.CLARK CONSTRUCTION co. '?;1&~ <:;OF S- ~ I-If?!" Oener-.u Conlr.lc:iUll> Since 1910 FAX. TRANSMITTAL . FAX NUMBER: (206) 682-7126 DATE: ~ \ 4- 3""~ q+ TIME: TO: 5~'-- \ ~O~ ~~(..,Sl.~ FAX #: A TIN: -S-.sz..cz.. "1 RE: ~~c.. ~ M\")I.. ~ \l-~ So Fc>L C~ ~ a...~'4..'1 5-r. 9~~\~ t-\~~ e.. WE ARE SENDING YOU HEREWITH: 5 Gc.... ($e:LC>~ ~. TOTAL. PAGES INCLUDING TRANSMI1TAL: (\:) COMMENTS: ~'Z,.).. ~-f2A ~ ~L~.~ \~; p;ec:::..~ \0 tV H~ J Dr;::;. a.ECDt..O) \~\2..E:C(\....~!:.,\~L-r \~ ~€ '-\t-\.\, ~t:l~ -~L.C>C2.\(" ~~E. L~~ oC2.... ""\D ~ M~')U"",u.",,,-- e,~ '/ 01 ~ \ 2 /0. \ 'K\.~ ._\!:a "Tb ~O\D ~..., \=>~~\~ t:::.....o....'O . 3"' 'D \ ~\ \ ~ ":>\...PQ) l>~ ~~ E L...-U C',) e.~ . p~ rv....., ~~ '~LE"'\-'~~e- ~N0:EJZ..S.~\c~ v::> I ':t D VI.. j ~ E=' 1.0 '\ l....\.... \ t'o\.. f> ~ E t-'\.~ \lrt--\ S. ?o ,-,,-'1 \ M""-~ \~ 'f . C-L '. o~(...€ ~~ - RcU ~ o+:'4:.(..~ ~~\V~~_- ;~~:J~ W. Go CLARK CONSTRUCTION CO. 'Q,l.---r- \~_ RZA AGRA.. Inc. Materials Department Daily Field Report Field Report No. I c; ~ ProjectName sr. t)AUL.-~- (l4-j.,~I'U'-,j~ /L4I:,1JolZ.- JobNo./I-f70(, -I Location {j;uJ~ I! ~~; t/AU-A-t/AJ Ili/6 . Date 1- /7 - 7 f S s@r W T F rYJ16c,6t-WP I~fl Arrival Time 7!oo A2......, Page -1. of2- ~ / ClienVOwnerS'-: ~LLS .~ ,t..14-Jo1Z.... Client's Rep. P./1t/;?J 'fl7:N.L. Contractor W . G- . &...A1l-IL Contractor's Rep. ~':;:;'7 RZA Field Rep. U, ~G- ~ 'Job Phone No. &'2.:; - '7<!'-f D RZA Office Contact ~~ 11. 01! ISJ Weather (]t.-Pi/Ol./ ~() / S I Material Type: C?oVc...iZ.6~ Material Supplier Requirement (psi) ton 0 Delivery Ticket No. ~~~:~:~~~:~:t (sk) o~ ~ ~~c~~o'3DS" s:,.) / I '10 ""zz.o=- Ambient Temperature (F) ;';0 , Mix Proportions: ' Material Temp (F) (pq 0 Cement (Ib/cy) ~7 ~ Slump (in) (,,;; '" Water (Ib/cy) rB6 ~c;;- / Air Content (%) Fine Aggregate (Ib/cy) !l-c.( 7 ? ~/' a Water/Cement Ratio ., :> '3> Coarse Aggregate (Ib/cy) !~ "_ / It! ~ Sample Size (L ... x.. It,..... ~ LI ...)!)OL < Admixture (oz/cy) 7JCI"'7 ~ - ~ if ~ Amount of Material Placed SAMfut71 Ar-1e I/OS~ Admixture (oz/cy) #1"- - c.{ ~ Field Specimen Numbers Admix~ur:.(oz/CY) ?c~ z..o - 117 Test Age (days) 1/28/2-6,. )../0(..,.3> f,-;.tW'~>v('-1:> - (p 7 c9J Comments & Locations /J..u-t V,(f) blr) cs:; /7i!E" .4r &Jr1L..a.e...'iZYZ..-5 12~tk>c::-:- /0 /4) )" t?E e..,- -:fO 1lfl-7.s ~ i?e::., ~ ?~t.P~ "fZ) a~!'l.. E~ l1..4e6/1-->c'....yr Mf"l- 5~ 0....) ~-4])C: ~~t.....,)tc...t:W ;:; ArJ.o JA.1 CiN~ _~~/Z--1 I (/.I -rp 2.,3 ,I vi I_/A) ~ <;;7e; f> ])o~::.). f)Ple:..~ ~/A b~- fJ /)J;J'sry-.~U-;-~ ~'l.-~ jlV"~ ,4/~t.- t-)~S P S" Pea... R.4':;S t <::ftC~-;::;-e~77o,Js. (lr..-)-r/Z-1-1/'!..7ZM_ / ?t-;ae-6:-D 3(p ins ~ I?t:" ~-6-!) / ;//1 E_ M /J 77::.-z. /./.L (... ~ 1"1/7 I Y ~ :5 0 <" <; 0 I-n-I I C? 0 ;:h"7.z 0 7'EC.. .4.-JA z::( )/DS u.J (.r?<-1 {'/2- "70 ?(-. z:z...vrtE cL . .S~t1L~7) eo0C./l.-~7'f:. AT / /J ~ C ~ J ~ "") i / / ~y . YJ ,II>S > 4,.;) ~....., t,D<; ~ vLA('/~f!5,..) r AA)~ C!-t-~r- If - l::? x.. Il...... / I ---n;<),/ [1i/~/~ c~..s -?Ot7_ ~At3-,..I 5~,t?~.:;v/L... ~/ZLLJ&-7H V6n.--1 -:;:::/ ~ "'-I/~:J ... CDr-..) C.f!~ to )~ 1..J.4 ~ //(..,/1(7 .-&..D U p'!?- rp ~ ~ fi /'oJ!) Ct'J LJ~ 0 L- / /) /1- ~ I) cJ ('1M /.A p:'.L.- ...u~ IC!..r1-L. ~ ) 16 e..A-~ /J'i ;H-/f!.../CE,J?) ptt-:7loAJS 0;::: <:/-;46. ,. ou, 'P"'oo. aU ..m' '7(~d,~': ,. 00 " ao/. with tho appro~d pi,.. aod 'p.clf'c,,"", Y .~, N, _ RZA AGRA Field Rep . b Contractor's Rep Reviewed by: /t~~ o Conti-mad I:WF 07~& IREV. 1 1/931 ----.....;.....-~-~-- RZA AGRA, Inc. Materials Department Daily Field Report Field Report No. (9;1/l . Project Name Sf, ?ALJL~ (!A~~Utl~t/ /U~~ Job No. 1(.-P7oC:." ( Location t1rA..~L- or t~ v ~ ~~~ ~. Date 1-17 - q c/ S S~T W T F &Ei'f,,~I(..~ . U,tJ . Arrivallime "?~oo A,..... Page 2-of_ I I ClienVOwner Sr., lJl?tJt.--<;!; ~P/S C!.o PAL.. a~...)I!~ Client's Rep. /)111// 7) )rG::t;...e-'f:.- Contractor RZA Field Rep. RZA Office Contact Contractor's Rep. j2()?:> y J~b Phone No. & 2-:3 ~ 7 #6 Weather ~t/.l) S ~ I.~ Material Type: ,,)c ;z.'E- ~ aterial Supplier Requirement (psi) foo 0 Delivery Ticket No. Cement Content (sk) L'l Truck No. Placement Time I () : I c:;; 5.o-tI'{...~ Mix No. ,JI.L P Ambient Temperature (F) +.-1- ~, Mix Proportions: Material Temp (F) 700 Cement (Ib/ey) <;ft r Slump (in) ~ 3!t/ .. Water (Ib/cy) IJi I-hr I Air Content (%) Fine Aggregate (Ib/ey) Ii 7 (. Water/Cement Ratio ' .; 3. Coarse Aggregate (Ib/ey) 110 7-"(f; + Sample Size & ~ x I z.... ~"/~U...5 Admixture (oz/ey) ?IJtc..(. flU::) - 3 :;:; ~ Amount of Material Plaeed':;PMPtb f:5'Vj 61 ~ lO~tAdmixture (oz/ey) u,4 - t/ ~ Field Specimen Numbers Admixture (oz/ey)W;"'t..- 2..&..- 7!~ Test Age (days) ,/, 2-B Lf?-, t!Ol.J) ~&O ft...<D -tv 7dt. I I f J Comments & Locations -- - ~Il-€;. !) 1-1, t..-t.- ;1.A k ~tZ-/ P. '- (,. b L.~L- c< (f- \ &'1 Sc>)" 5' t..J / If /z fIJ f) Pouv7C ( . In our opinion. all items inspected ard in con:ormance with the approved plans and specifications, Yes ~ No " I' - - Ut"-J J l{ )en..... RZA AGRA Field Rep ~' '-tt - Contractor's Rep Reviewed by: ~A _ ) 0 Contfiued KWF 07~~ (REV, 1 1/S31 ~-- ~ Project Name $;-. {)A VI- 's Ui Location uA:tlUZ~;" (l--VA(J~ ~ -g~61t- cWo CAJIJ , Client/Owner "7"5/ _ v~ tJL<., ~r<;(!.of A l.- C?-r-/utu!.d Contractor tJ . Go. at.-~ U( RZA Field Rep. 0..Ht.-t$ I-kM~/(~)t:!.1L RZA Office Contact ~,,) c.Je;../~ '" Material Type: (J:t)"..) (Ijl..6'ilL Requirement (psi) ~ooo Cement Content (sk) & Placement Time /:OD I'IL-1 Ambient Temperature (F) .1./..,,, Material Temp (F) 5" & /1 Slump (in) e It Air Content (%) Water/Cement Ratio Sample Size (0 'A I Z 11 tUfvl,J/l!A.f Amount of Material Placed 10 v 0 S J Field Specimen Numbers Test Age (days) 1,2,,8 ,2..8;I-IOU) Materials Department Daily Field Report r.!fIZ6v~ Field Report No. 20 f\.A.- RZA AGRAr Inc. ~:J;--:..-~__::'::'::'=:-:;~~l-~-1A f- /Vl4.voll- Job No. I /-89o(p ~ J Date 16 i7AAJ t;4 S S ~T F Arrival Time /~: 3D p"" Page -L of..L Client's Rep. JJ~0..lJ )'ntE--t-C Contractor's Rep. I<v.1> '1 Job Phone No. 0"2--3 ~ 7# 0 Weather ~c;..., tJ---OVl) '" L/tJ15 I _ Material Supplier -,::'/U-J);-/" u_ A/f,p.n;:~a. {. 5 Delivery Ticket No. (J ?:5..tff.,. -i..!J.-) Truck No. ?i<' Mix No. :?;OS- 5 J, Mix Proportions: Cement (Ib/cy) 5(",,0 Water (Ib/ey) I~{? Fine Aggregate (Ib/ey) /"; I~ Coarse Aggregate (I91ey) 'Vr~ /' Ibt? ~ Admixture (oZ/ey) . it...~iH6? - .; 3CS Admixture (oz/ey) iliA -- t-/ 'fY Admixture (oz/ey) ?tJtp)1C//. 20 - V7~ ~bJl&J> VP~ ,'iC Comments & Locations AMIt/~() 0;) s / a A-r- r::J,olj772..4eTlYl--S .l26<'J u~,,- -,;;- /d-;?~ ~~ ~' US~~L- ?iUOIL- -r?) r7nrJ~~ ?~ I t)~ ~/"J 1.0 <=- .4,...J ?J <; '77':/1..--7 0~U- --;V1'l- Uf'/~ UEt/t:3L- )) /l-I ve 4?~ . Ar=-rc/'_ (1A_~/~ & a,,-.,L--I S /,;)s /.}J~ o.e' :;:::V~ 5"" . A?-L.- t:...J4-S ~-J--.D 7'7? /3~ /,) A-~~/.l t0CLe . b.. J/-r-t-I APf'/2..0/&-) J>/"2-4.0/.J6-~ r20,.;J77~1L... ,?I___RC!-~ to '1/)5 3 0(::: ~h 4/V- MIl ~ So5"' s (jCbO P5 ( t?~U/I'Lht'l) ,4"-- 0& fi/''?t/d /fl/l~/70;:). (7/J,,)CLt71:t7!"=. i<~ fJIA-(O/f'-:D 1)/14 1ff.-Ur'Y (ifie; rG. . i f/l(?~SDoC-/(;A-"";;\ tJlltI A M~{l r-I.4.J/~ ;//~ /Z,e-IOI'L / ~ 5.4M;Jf.t5.2J 00,J~ ~!C) l/l)S 3 MJIJ {!JIt<::;'- 4-& t>-x/z." ;e57 I (1....vL-1 JJj)~tL-S 77J ;J&ury &M ;1tZ-E..SSIL-t ~-r7!LA.J/7-rJ.1.... I I I I In our opinion. all items in e too are in cPltirm..anr;;e ~ith the approved plans and specifications. Yes -Lor No_ (/\..;C , '" /'....--J Contractor's Rep RZA AGRA Field Rep Reviewed by: ~ 0 .-L.~ --- o Conrnued KWF 07(;,& IREV. 111li31 '" ...... <j. RZA AGR~ Inc. Materials Department Daily Field Report Field Report No. 2 l tv\. Project Name .st: '?4V/..:S ~~g~ M.ot.JotL Job No./(-gqoC::. - , Location &t.,J,;.... ~ ('-'~ ~C!Au4-~ ~.l" Da~e I'?~ pi SSM T\i\bT F ~~~ ArnvalTime 7:oc~.... Page-Lof ClienVOwner '5r: ?A-dlS (5/J, $(?~;JA-t_ aNo~ Client's Rep. l/JJ.r);)) S7lf,e;/-t:3 Contractor to -b-". ~/U( Contractor's Rep. P--UDY RZA Field Rep. &/$ ~/UAl &~ Job Phone No. Itlz.:3 -7ft!6 RZA Office Contact ge::J I.-O.c::-h~ ~ Weather h&; Material Type: (l~ Material Supplier :::(UAi) HIt,'- ~,4~Q.L.. S Requirement (psi) ~O(?O Delivery Ticket No. o,--~'1' 0) Cement Content (sk) G::, 5/L Truck No. :::Ji (,G, Placement Time ~: 30 "'^" Mix No. 30<;- ~ Ambient Temperature (F) 3L/ 0 , Mix Proportions: Material Temp (F) &8 () Cement (Ib/ey) r"'11" .. Slump (in) 2. L':!. Water (Ib/ey) Air Content (%) Fine Aggregate (Ib/ey) 13'5 - /2--~() Water/Cement Ratio .3:; Coarse Aggregate (Ib/ey) 7 /~ ,. - /.,.5 7 Sample Size U If'lsrX 12.." (3YL'AJ~JZ...J Admixture (oz/ey) /t;lA(/oIIIf!L!~ - 33 ~ Amount of Material Placed 5 j "D~ Admixture (ozjey) i't'1,UUA/'2.. L/~ Field Specimen Numbers Admixture (oz/ey) a7..2.t/11E.!_'20 - 7/ "3 (J tit- ,~) Test Age (days) 7, 2-g, 2-(-5, ~Ol-) ADM"J.~e7-/~ )/2<:i.ec&JI(..i) - G.l ~ Comments & Locations -lJt?..PA.lkl\ ~..J ~ I 7'tS. 4 ~ t7~~ }'7'7U4G-7?>tL-S 26Q ue::.sr ~ ~~/? .II-. I Ai \ f> ~~ .;:T/",j <:;, oS:: $.7/l-LA) ~~ ilko.;r.;::o/L.17 .I;)~ 'C ~ ~OIZ- 'to (b;J~ ?'/..d2 t1~A.4.~)-r 141 SLAh &;) (y~~ .?;6'f0~t<;J 2-::3 .4AJb lr-8, /J.J6 5' ~tU?~ 1./ -/D 6 L/~c" f8 (]PYl/J?/~t::::-r~ IOI:J~ 6L-A.,3 f;luvj)/~&- ~/iJO/l.,.. I~~ ~ &rl--/~ Mou€:. J4/l6 ~~r-r .h//l..1716:5 r- S/f!E;-/' <;; I;) ~~ ()4-/7~. /In-6fl-- 7)15~(J~C!-IG5" ~ c~ee-l6.P (.e...~ da4.-{AtJ~ /I~ P..d~~M~~ JhA_ 1A)A--'5' 14" f?6A.- 1:P/1Ut/ed> Ul!p",J/J~. (l...o;()-7/ZA-C--r?/'t- ? tA4(!f31J / Y ])$ 5. or ~L6r) ulu- fz..,,a ~fi-L..-5 M / IV:f:f 5ns 5 ~/ I~,?/? 702V/T6-& 1--0 (faD pSI ;fpf"v//l-U)) ~7~ ~~ lO(l~,:)>" eJ)"}M~7~ ,^)A S- fJ/..,#J(!6j) rJ;~ ;JV/f0"7/ IJM) tJoA)J"Ot-l 7).LJ~ [.JIm t1 MU.AlA~/t-At- i/JM4-fOA.- /Yf -u.11".AL~~l) J4.tt..-bt~. (JAf57 1/&"1/z,../-r -USr ~u.-JlJ6a-5 70 ~/F7 ;1L/;fA~~s/d ~~)&77I-- In our opinion. all items in the approved pleiOS and specifications. Yes ~NO_ 472- J 90 ;-Ic-r .' RZA AGRA Field Rep Contractor's Rep Reviewed by: ~ o.....~ _ ~ti1ued ICWF 070.6 IRE\!. , "53) -"l) -'t. .'" C RZA AGRA.. Inc. Materials Department Daily Field Report Field Report No.2-I H.. Project Name sr. ~t/~ 0MJr~ M4.JOCL Job No.//-139o~ - ( Location ~ or: cu,AtL. s- (1~;) AJPate 19 v;;;:) 9 ~ SSM TfSI T F ~~~J. c.;JA Arrival Time -7...00/!A.-... Page Zcof_ . Client/Owner s:r: ?/;tL5 ql"'t1~/'4L (! Jku.,JI Contractor bJ, 6-. &AILIC RZA Field Rep. (J~s ~!e,A.AS ,e:r,..)6A- RZA Office Contact ~ t;)Ifl-IS s Client's Rep. i)AVt b 5~t:: I {t!;. Contractor's Rep. ev~ Job Phone No. (, z.; -7WO Weather -:FO~/at./)v~ Material Type: Requirement (psi) Cement Content (sk) Placement Time Ambient Temperature (F) Material Temp (F) Slump (in) Air Content (%) WaterlCement Ratio Sample Size Amount of Material Placed Field Specimen Numbers Test Age (days) Comments & Locations &;AJr.' /7lA.l~/c::. 1...DA.b .Ar 2-<:;" y)>s ;. PL.AC!.....!!!:A.A~ !JIUIV62> o-:J SIn!;.. A-.AJ.i') ~f'~64,f,..6j) TQ iSlE I;) t3rJ.<!.t!-s:-> t1>t= 5;'l-OA-t!' 12e(i){)11lL1-f /!,u,.5. 'Sw,...peJ> C?~.JCJZ~ !JtJl\ i2ec..oUe-2) A r7 #f Sl...V1-;? M-r7~/tE:l) ~AJJ/U+e-77YZ- I)f!' [1-IIS ])IS(l/L..E::.f~. l?ON/.L4~,c / ~J &V2e,1l3;-Jj -TJoI-6. ~6cJt/c... 5A-1)) GZJA/) Or q \.j.[)5 . -ro 126~A/~ r I iJ ~ Al f7:; ~ 4- A.J C!..& i:) rn-l SP6. a... / -,:::' / t:L~ -r7o~ . Material Supplier Delivery Ticket No. Truek No. Mix No. Mix Proportions: Cement (lbl cy) Water (lb/CY) Fine Aggregate (Ib/cy) Coarse Aggregate (Ib/cy) Admixture (oz/cy) Admixture (oz/ey) Admixture (oz/ey) AJ 1ft / In our opinion. all ite an e with the approved plans and specifications. Yes ~ No_ RZA AGRA Field Rep Contractor's Rep Reviewed by: ~~ o Conti'lued KWf D7o.6IREV. 1 1/93) - ---- RZA AGR~ Inc. Materials Department Daily Field Report Field Report NO.a^-" Project Name 6"'1 ~tJ~ CA~1.Zu.~ fvL,4,..JOfZ- Location C1,e.J&,z... c+ ClAU-A-dA,0 ~ QuA. tL6- J4 u6 :is. LeJ..A6It:1 0..0 , u...)A Client/OwnerS" ?4uLs ~fl SCof-h.- ()f.k)L(U-/ Con tra ctor (.;..) ,G . C (....b1tt.....( L RZA Field Rep. C-+frl- (~ 4 /...A.A (& A1&z-.. RZA Office Contact ~ ass- Material Type: (b~c.JZ...G-7C::. Requirement (psi) t(DDO Cement Content (sk) ~ SIL Placement Time 6: e:>o ,d.J.-,. Ambient Temperature (F) 38 I:) Material Temp (F) @7 f#s 0 Slump (in) & .. Air Content (%) Water ICement Ratio ' .3 z. Sample Size & ., x ( Z-" c V (../ ~l::.G!.- S Amount of Material Placed s~f~) IJ.--r ~ y:D53 Field Specimen Numbers Test Age (days) ~, U3ilEi t-IO<:.....-D Comments & Locations J1ee- ( vIS-...JJ 0 ,.) f /i);~C!A ~/U1--TS ~ l2e~r~ ?ctvt7_ TZJ O~(!tLE-~ ;J~,,-- I L!Dt-Ji/k;;/Z-. U~~S ./1~ I/;Jh.- :J:n-Id. SL-/l.c3 0':; &;G~ . U 14-,4- ?t,~ 5 _ aN /4/-Z C 1<:/ ?c..4 t:? C ~ ~ I' 1.- '/1/:5. '3 CJ F --:;::::/"Z..cr lJ /./- ~.A_ j1A' /L ~L-/ /,!~s /tA / '/ ~ ::; D c:::;:- C; e/L/OO ,P<{' / tZt?::xu/.e.C-D ) ~ TrIG ,.i.60UCS: C /:J Cr.::! //?l0s- 0.,,)~~ /~ v1 S- fJ~A C!Gf) VIA- f?t/~/? ~ c2c:J.~SoL /,/)/2 /-z:-.-:> I l~rr7-/ JJ- 1'./I,6.C!Hh',J/C4L- W6L/?- r-oa 41 I}.-/ I ()..!::. c~:>> /t(1.eA s: 1+ r- <)/ (J ~ fJ..Ju -r;JtUJf)(~Ou-r Z-.A^-7~ ?L-lJ-cL",-c..J7 - {l~<:.:I c/ - 6 ....(5 ><- Ie"" ~s -7 a yC- 1.1..../1;) t5-,z... S -r=v/-- ~/.JIl-P/ZC -;S (UC -5~ A!:E -J:::::-..,-r-( ~ L-U4- ~ j , Job No. II --fiOi/; -I Date (-2-/-7<1 SS€JWTF Arrival Time '7 ) DO /J-f\/',. Page L of.L Client's Rep. 0.JJJ'L:> "'S~ff(...~ Contractor's Rep. IU.YJJ{ Job Phone No. hl-:> - 7 Y-l.f () Weather AAtJSt(...y (!L-ouv:::', Material Supplier 17t.o !-It/A.. <1:ft-;:Cd'_I/\t <" Delivery Ticket No~ Z:5..O;.I4-( I..,l- Truck No. .,.,. u!JJ Mix No. '3~ S Mix Proportions: Cement (lbl cy) 5" c:;- ? Water (Ibl cy) J f3 2. Po r J Fine Aggregate (Ib/cy) ~ s - 12-<./ I Coarse Aggregate (Ib/cy) 7/~... - J6 7\.~ Admixture (oz/cy) tb~;U6&U - ~:3 Admixture (oz/ey) ;t64, - 7 ~ Admixture (oz/ey) ~Po~'rt:-<... 28 - 715 /2;.1,5 CJ,!3v / c..j) - U 7 "J . \S/;-E:" 1i1/ C!.o;:y,.-~ Q:iO'LS [2~QOt-S ( the approved plans and specifications. Yes ~ No_ Reviewed by: KWF 07~ lREV. 1 1/83) - .-... Contractor's Rep ~ o Conti'luec:l .to ,,_, RZA AGRA, Inc. Field Report Transmittal 11335 NE 122nd Way Suite 100 Kirkland. WA 98034-6918 (206) 820-4669 FAX: 821-3914 To: Integrus Architecture 1600 The Exchange Building 821 Second Avenue Seattle, Washington 98104 Attention: Greg Hough Date: 01/17/94 Job No.: W-8906-1 Project: S1. Paul Canterbury Manor Enclosed for your review and records are our most recent field reports pertaining to the subject project. All previous field reports and correspondence from our office are summarized as follows: Field Transmittal Report No. Report Date Items Date 01-06 11/18-11/30/93 Daily Field Reports 12/03/93 07 -10 12/02-12/07/93 Daily Field Reports 12/10/93 11M-12M 12/13-12/15/93 Materials Field Reports 12/22/93 13M-14M 12/17-12/22/93 Materials Field Reports 12/28/93 15M 12/29/93 Materials Field Report 01/04/94 16M-17M 01/03-01/06/94 Materials Field Reports 01/13/94 18 01/12/94 Daily Field Report 1/17/94 Remarks: cc: 1. Episcopal Retirement Homes 2. W.G. Clark Construction Co. 3. City of Bremerton 4. Integrus Spokane 5. Marx/Okubo Attn: David Steele Attn: J.B. Hall Attn: Janet Lunceford Attn: Brenda Norton Attn: Greg Arnold , I ~ .,. RZA-AGRA Daily Field Report Field Report No. / R ProjectName Sr PAvt("'~ ('..ANT(..I~R,.ot<.Y IYJANC;~ Job No. II-<?Gfor;.-I Location WAI'<.RE..N 4 c.. AU A H~N .o4u~ Date I -/2... - <:j~ SSM T@T F Be ~ME:.e"T"-QkJ , u.k. Arrival Time I U 7'5" AM page-L. of ~ I Client/Owner Sr. ?A~L EPISCOPAl c..1-I"~H Client's Rep. [')AUIJ) 5TcE t....€. Contractor W. G. C.LARi<. //1A.e...K W/c..k / UA J/J 8E:N L/J/EI<;"S Contractor's Rep. fi!..u D Y 7A 'r'LO~ Job Phone No. t.. 2.3 - ~ ~'-ID Weather 0 uE..e (' A .s r S HOw.e~S 5,0.5 RZA Field Rep. RZA Office Contact Equipment Used 'P 1- A -n= ~.....PAC~1t.. [P___Ai C(e,c;p L./>ADE,1112. " ./ ...) D 4,)"6<:'" DozEe Comments tV, '" r rt ;,J c>>< :5 ;k '" / Jl-, <- ~ l~"-cJ., rf r~ '< CJ: I /" Q ~ .<<-rue C!..c-,);j,;..... "" I' ;::,,, /-, ?J S<< J, V r.J.. oS"...A ' 0- nu.'- ~ ~rl.uai) U/f" c>bse.rvJ ./.LoJ rOT ~ ~/~ L-~Jbee- cl~ Reid Density Tests Standard A Sr IYI 1) IS S1- Approx. Feet to Soli % ~. Test# Location Test Elev. Grade Type Comp. Remarks IIA . 1 1'8 - I <(Po> /'I/,. 1"l Pa. ~ 54 1mk1rJ.. $AlJp qS- ~$5 (p. f? ( \ (J , 1'8-2- \ ~c; l' ) 1?, I 1<6-s , 5(;, ~ qs- J <;<.7- o I have read and understand the contents2is rep!.:1 RZA-AGRA Field Rep. ~.....e 4 L1e Contractor's Rep. This report presents opinions fonned as a result of our observations of the contractor's activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project Irrespective of the presence of the RZA-AGRA representative. The presence of our field representative wlll be for the purpose of providing observation and field testing. Our work does not include supervision or direction of the actual work of the contractor. his employees or agents. Neither the presence of our representative nor the observation and testIng by our firm shall excuse the contractor in any way for defects discovered in his work. Our firm will not be responsible for job or site safety on this project. Reviewed by: ~~ 0"'Continued I . t ... .. . RZA-AGRA Daily Field Report (continued) Field Report No. I g Project Name ST ?AUL~ c..A"-L.l.~~UR.. c.r r/lANI)A.. Job No. II -~qD(" -I Comments /;" t::f bnT'~~ b.I"'PA . lY'-\ I-k h-n~.J.L Date I-J?--t:t,-/ fPi'VYtP fer ~t IL... bu,'Zi,] /vo.cLee..L-) ~ I(J- ~. Page 2. of 3 <'l 1:/ ~ k c.,.... ,-. '/"c ,"",,5 be; d t <,...J .!':J r-e r.o- fD.~ J -I-k { t>t>~o-J s~~o-{,I-~ jr-ari'"eJ' We., porCo,- . .r>kJ.~ ~-s.J.s 'bT- Ig-~ {g'-2./ Jg'-~ .0- I-L~ C-oJ? ~u.iu~ s~:A. 8a.!.~ en--. ~~---~"~7-.s~ ~ru1+s (fa' I) a-d t-L uu of' 0. ~ If pi s/-eJ ~ fJrf!Jb Q... , I-~IL re.i.~)/~ C!LrY>-ojJa..c./L.o.-. F-~~O~ /os -10 hp /~ f ' I (' ~D l (a.-C2 CAJi/-L D~" a......d ]P"(''' fea h'c--. ~. ILJe.. ~c~~ I / A :~:~ h:t:=:~ti Dr~n~ l,Q;~~o<;~~r1~ clz/Jo~~a1 I / . RZA Field Rep. (initial) ;?? /l w Reviewed By (initial) ~ RW Giontinued ";' ;" / " / LEGEND .. B-2 5 BORING NUMBER AND APPROXIMATE LOCATION . 310 TP-5 1'50 TEST PIT NUMBER AND APPROXIMATE LOCATION ,!HHHm!jf~ POTENTIAL PRE-EXISTING FOUNDATION ~"".,.,.~ (PER INTEGRUS ARCHITECTURE) 305 STORM DRAIN / ClEANOUT / . (APPROX.) r RZA-AGRA f.NGLNEER'tfa &. ENViRONMENTAL SEfMCES w.a ~ DESIGN lS..S.L- DRAWN ~ DATE ~ SCALE ~ DRAW.ING BASED ON PLAN BY INTEGRUS ARCBITECTURE. DATED 4-22-93 11335 N.E. 122nd Way Suita 100 Kirkland. WuhlnQlon 98034-6918 300 295 CONCRETE PATCH 2~ ~ 0 60 , SCALE IN FEEl \)\) V\ f\ I 1 :n \: ~ ~ 1J . ~ ~ w 'Ill,)' f I 11\ DO --- (~ ). ~ ~ ~ lb 't } ~ 120 '/0 ST. PAULS CHURCH PROPOSED CANTERBURY MANOR BREMERTON, WASHINGTON SITE & EXPLORATION PLAN FIGURE 2 RZA AGRA, Inc. Field Report Transmittal 11335 NE 122nd Way Suite 100 Kirkland. WA 98034-6918 (206) 820-4669 FAX: 821-3914 To: Integrus Architecture 1600 The Exchange Building 821 Second Avenue Seattle, Washington 98104 Attention: Greg Hough Date: 01/04/94 Job No.: W-8906-1 Project: St. Paul Canterbury Manor Enclosed for your review and records are our most recent field reports pertaining to the subject project. All previous field reports and correspondence from our office are summarized as follows: Field Transmittal Report No. Report Date Items Date 01-06 11/18-11/30/93 Daily Field Reports 12/03/93 07 -10 12/02-12/07/93 Daily Field Reports 12/10/93 11M-12M 12/13-12/15/93 Materials Field Reports 12/22/93 13M-14M 12/17 -12/22/93 Materials Field Reports 12/28/93 15M 12/29/93 Materials Field Report 01/04/94 Remarks: cc: 1. Episcopal Retirement Homes 2. W.G. Clark Construction Co. 3. City of Bremerton 4. Integrus Spokane 5. Marx/Okubo Attn: David Steele Attn: J.B. Hall Attn: Janet Lunceford Attn: Brenda Norton Attn: Greg Arnold .. RZA AGR~ Inc. Materials Department Daily Field Report \5M Field Report No.~ Project Name S\.7~L ~ ..c.c.4\e.~b~ !vi 4,.,;)o-n.. Location W~<Z..eN A-"<" ~ CA-U,A-hA'/ k'C/( 13~I:T(fCNJ ~ ClientlOwner 'ST ?....I.I L S !::f'I:::,c.efl"-l.. C-k.-v<t..c...k. Job No ~j - ~qcx, -I Date .z '1 tJcc '1.3 SSM T W)r F Arrival Time . \ D .~~ Page-L of.i Client's Rep. [)4-vi!J .:sr~<:.- Contractor's Rep. 'R un.y Job Phone No. ~ 2..:5'" 7Lf.t1o Weather .c4 o.ts 1::::><2..1 ~ < Material Supplier --\:- ~ c:t:) W. l L.L 1VtC<. ~:-.eS Delivery Ticket No. I q \ q I Truck No.5" Mix No. 305 S Mix Proportions: ,~~l.-) Cement (ib/cy) 590 Water (Ib/cy) Ie>%, Fine Aggregate (Ib/cy) -gs - I -z. '1/ Coarse Aggregate (Ib/cy) A,- ..j,~ '17 Admixture (oz/cy) AEA </,2 -<:lo1./~ Admixture (oz/cy) ?OL~{N - -3-S o0,Y Admixture (oz/cy) K /fee - "" 02-/<:,/ '" Comments & Locations ~e.12\\}t:-o ~ N ~~ AT CcN~-k,,/:1:..s ~~u~"7C:> Porr=:;,ce..-.v- 5~~ T,...s~~ c.-. ~ Ii! \N~:;.o ~c...<~ p.a.,C.(.~. c.-.4-R.~ ~ lJo.<.c"t> ~cf~ \~ ~'2... ~t ~~'" e~l~;J LVc..f.L tf! G.t.-iD C:=-l~ 7O"B~z.a.S/:'" ~ tui:-o VII>-<, ~M..~ ~ck..., Co.u.x-~ . II--lGV-S A:<.-&e> r~~ ~'" S"T"~ \JX.....u...- c.-~ ?:.-..I.-~ ~~ \3v\..U:>~ ~ ~ -z.~ 6' A-e.o~...,~ \D ~ -2-~ ll-'c..~~") l~NF:,+ fdr~ sTv- /A..l4.- t:.<- . ~ ~+I?~~D f(~ ~4 t;"; t43+ ~.J-c... 6~ JJ4.U-S ~ ~t €[eVf.1..c. ~ri,vS:S . A-u- ~c;4 f!~ ~ WIf15;Y~ fUl'I-l.fj7l-vcIL 13 /LU(A~NIC:J Vt-h("~~ . A#L 0.-l.~~ {~ W~ ~~ ~ ~"> ~ l,.,.c. \~ ~~~ wi A.-{J(J~ 00 u5 ~ -==4e:u.s 4...s e> G.' ''1 e> Contractor W G. .c. 1A.Jt.,'C- RZA Field Rep. -:r~ L.. ~~-k..rc... RZA Office Contact 13-C:N W c.~ss Material Type: C eN\. C '\ c-A.. c Requirement (psi) . 4 DOO Cement Content (sk) C&::> :!>'II!- Placement Time \ 7- ~"" Ambient Temperature (F) Material Temp (F) Slump (in) --'" Air Content (%) 4 'co Water/Cement Ratio . 2. t Sample Size ~ y I '2. No. of Samples 4- - 1)2.-8)2Bf ~I,..O Amount of Material Placed S- 0 On conformance with the approved plans and specifications. y~ or N~ Reviewed by: o Continued r. RZA AGRA, Inc. Field Report Transmittal 11335 NE 122nd Way Suite 100 Kirkland. WA 98034-6918 (206) 8~4669 FAX: 821-3914 To: Integrus Architecture 1600 The Exchange Building 821 Second Avenue Seattle, Washington 98104 Attention: Greg Hough Date: 12/28/93 Job No.: W-8906-1 Project: St. Paul Canterbury Manor Enclosed for your review and records are our most recent field reports pertaining to the subject project. All previous field reports and correspondence from our office are summarized as follows: Field Transmittal Report No. Report Date Items Date 01-06 11/18-11/30/93 Daily Field Reports 12/03/93 07-10 12/02-12/07/93 Daily Field Reports 12/10/93 11M-12M 12/13-12/15/93 Materials Field Reports 12/22/93 13M-14M 12/17-12/22/93 Materials Field Reports 12/28/93 Remarks: cc: 1. Episcopal Retirement Homes 2. w.G. Clark Construction Co. 3. City of Bremerton 4. Integrus Spokane 5. Marx/Okubo Attn: David Steele Attn: J.B. Hall Attn: Janet Lunceford Attn: Brenda Norton Attn: Greg Arnold . RZA AGRA, Inc. Materials Department Daily Field Report Field Report No. r3tn Project Name 5r: ? /tV 1 (l-A/11erbu I'y IYlA f\J 0 /' Job No. i f- ~ 10 U? - Location j .AJa.f'(R..N C\(J'<- lr CA'(A~ Date IZ -/7-,) SSM TWW 1Srr-' ~Q.I'~/ LJ'f\. Arrival Time 1/: ()O Page -L of A. Client/Owner ,,,)T. 71"\1...)( Q.f; '\ ( c5fA r (' ~ l.!Y'(~.J''\ Client's Rep. 1)f\U; d S~ V'- Lz Contractor l~: U. C IArt: Contractor's Rep. c:r,vcfi'f . 1 RZA Field Rep. F/'c:./I/~. (7 dcvr-S Job Phone No'. (Qc..')- 74'-10 RZA Office Contact CX~" ~t ~~:) Weather ((e.Ar ~~ Material Type: . (' 02( Ie !~ . Material Suppli-er F/dcJ 11:// In/I!e/', 5./) Requirement (psi) Vooc /2 ~ ~;6 Delivery Ticket No. /1 0 ~~ Cement Content (sk) (j> S r:! Truck No. (y. ?f Placement Time J O~ ---::.> Mix No. .5 oS- Ambient Temperature (F) :2> ~ ,~ Mix Proportions: ~ \ Material Temp (F) &. 36' Cement (Ib/cy) 1)72.. C:u+ 6 r Ic!</Ar>c.y Slump (in) :) 'J2 Water (Ib/cy) "2 ';r Air Content (%) (.{,5% Fine Aggregate (Ib/cy) /0(3 Water/Cement Ratio ,.)~ Coarse Aggregate (Ib/ey) ILl? 25 Sample Size &. '(elL Admixture (oz/ey) i1(tA - ;. 3 6""2. Amount of Material Placed Admixture (oz/ey) Hjlf -;J '2:5 ( 7 ""<- Field Specimen Numbers 7.' lOr I f( / ~ Admixture (oz/ey) Test Age (days) r" ~ ~I '( l f lid J Comments & Locations A~ . c ('(',' v~ of on .s/{e.. (0) /:l';,'t ~/<;t/~(! it'~'~~;2'C~:~ A.-Jq)J ~f'or\ ('/IJlj ! TO /~J -- CX~ ~rvk ('c " i" -- u(f 1'Z;~fC~ ~, i/\ /'11J c:.",) Sec~ ft'-err -b COn C (.-1", f (c, ~ ... ~ r, f ; /\ I q C cGY'd\l\"D Jr:, Aff ,~.<..) (? ("'rD, e fA c IC.. i f\d. 0 CAr ~ A-0f( j~ . ") fJ A CA.cA 0? e d / ~ CJ 1/ ; 11 .-/ IV' v-A b I ~ r ane ~e..!-e.. --- CcnC{ll. ~Q f Iq J, L-41) +L.e. -Af! r(JU~ if 0 () (] f::J' 1(Yl,' )<: -#<.,0 . (he.Ch-Ar'I,'Cq((1. (!OYl~f/.'cAq.{ed. ,Concr<-~( ~) bAJeJu-d' ~ +-k f(q n} 1/\ c:; h vd<:... vie ((. ~n12J {/ A v'-;d~ ~ + 1,6---b ')hQ~L LI'/2. yo) ;<:-....>.:?A1.s h./-W -f1.,.o....... '1yol> A/./~b, In our opinion. all items inspe ted are in conformance with the approved plans and specifications. Yes &or No_ CJ C !;Q./l1:::, elf ~; j\~ro..J o,~CiU ('~ ~/I) / RZA AGRA Field Rep o Conti"lued Reviewed by: KWF 070-6 (REV. 11/931 _.----. ----- .-: ~-=~r4 ~~ T ~: ,', RZA-AGRA Daily Field Report (continued) Field Report No. J ~ Project Name S r. Q"/ Job No.1 /--77tJ6( Comments Date J? -/7- r 3 /7..e.- c:ovrI- ~ c -kr /L-J{)~ Page ~ of ?- 1'cz t:b ,,,",~ 0 (' Q."Kp'''-~~ __04 A-r---.h; ~/1 t hr-vol/2vJuru ~r-J. . ~2) qd\ul-~ +0 t$ AL--f/(e <J~ Cold. l...JQ A ~h.e/ Con (' f'V,. J I~ /\ ~ r e.. c;. U : rR. j"r'_(/J 1-~. ( I RZA Field Rep. (initial) PM Reviewed By (initial) ~ - D Continued OJ,; Materials Department Daily Field Report Field Report No.~ RZA AGR~ Inc. Project Name 6'1': 12,.JI C4Nie-rbv"'1 m ,t}N(J "- Job No. 11- !7d {., Location I1)~N All ~.j t~114~.N Date 12- - z z - f] SSM T.MZt F Bre rn.&--7VTP1/f WA- I Arrival Time .-2 ,tJ/lA Page~ of_ Client/Owner .51< M ~~;5{bA( tlv.tc/ Client's Rep. ~/o S/u/~ , p Contractor iJ G.. e 4 ~ It Contractor's Rep. I!!vIJ'1 ~ VftYl RZA Field Rep. . W /./44 Job Phone No. h23v.. 7#0 RZA Office Contact J]-t!'1't/ tUe.tj ') Weather t! l-ea/z.- ~' Material Type: 6m tre Ie Material Supplier ~/./;L{ /J14'4-1t.1~!-J Requirement (psi) , 8a:v Delivery Ticket No. tCJ I ~ Cement Content (sk) 0 s/L Truck No. (p (p Placement Time '2-- /J """ Mix No. 305 Ambient Temperature (F) --<ItJ--15() Mix Proportions: Material Temp (F) 6;1 Cement (Ib/cy) 50 Cj Slump (in) 4- Water (Ib/cy) / G? <6 Air Content (%) 0:6 Fine Aggregate (Ib/cy) \ 303 Water/Cement Ratio Jtf Coarse Aggregate (Ib/cy) 1<3 q"3 Sample Size 6)( /'.;1 Admixture (oz/cy) Mic.o Aia. ~ ,2- No. of Samples 4tf _ Admixture (oz/cy) {bl~-N 34 .7- Amount of Material Placed -is Admixture (oz/cy) . C~mments & Locations OYl-s;k ~';5 de::; ~ {'tmh<-p~j,'{J t;'u.e.J! {ZJ otSttule $ 5~~\e ~cX~ flo.L~Y\^-<"~. ~do lA~~_~)c<.LL~ iN R-~,./I1~).er.67(:>(Y1 ~LL5 Un ~ W~(j hL(.~ tO~ cf4 tv, i/;25} ~ Soo<?4 k/l/ rJ?<-k r (; C( b L-I , &Grd ).'i3 t. () ? c6::'O [;.J ~4U- - I~z r;~ i&r>1'UN1J"'w "f-- /1/ot!.-V-< &-J~d;_L) E q Yj tUC<.U J 50. ttld( k~_ ;1- =5 2 ~ C:;~,:,) /1-1-/ ~ {i,(fd WtYS /ft~o ~J4 c~ (',v E U-VCf krL ~-h~ S /sd;./;. .4u tk~.~~ M J ~"(d {}'A I cE Vt /:u.~ ~ 4-11V;;;-~Ct,:-' sl " , ..1 I Iii tlf. Gvr5 f tNt . I~ to 5u I\h + Cot-iV{/(' (J?- y;J - mk-Y'?J tmJI Ie./) if a 6~"vN' ;5t':Y --S;/V/) 41t'V; s,..~ o;/Uv~ ;:/20.. '~ vsi/'l) a ~iri2 5Iu! froge /IVD/C::kLJ e:, - /8, GJ,c {)rV5~ 6!.- j h5:j ~4,~)--:o ~/LS oJlt/~ v I-tl'tk ~'- '((Jt?6J561::J !l;t.k;{ 7, ~,vD~~ W?,,%.r /v~J rt!:5t:::~. hf~ i)./D/~k') .~ AV ~/:" A405 ()cCuYlR--o I.~ ~ 4./0H- f;/L //lfJ/;t.y /tJ 11:;; In our opinion. all items inspected are in conformance with the approved plans and specifications. YA~ Vor No-- RZA AGRA Field Rep COntractor's Rap -4~..~ rp'contlnued Reviewed by: . j. , . ."t):, RZA-AGRA Daily Field Report (continued) Field Report No. 141'1 Project Name :s/ ~ 5 ~"J k.r Iv Comments tJ A-7'Ut.e/ A-Vt:J d//~ , ,; ':,-' 3r~ ~~ wA. II/dL Job No. / / -8f/);' Date /2 - ]",-1--17 Page l- of 2- f . Crtklo 6-3~~-C/(Nlc-J ~~ ? ~c~ hn- ,c av;$~ o-~ ~h:V1:1 " .~ J OfE(\) 7Z> &n~t~ ~ ~/l-1<~L~4~ c!J~ kc-~s k6-XJ. Ii. tJ/U tk.t..e-i (].,.~ "vL?( R $/'/", v; t!.J(, ~..... W,,-,~.r '-'>~~ <:..-0...... ,,~~ "'---<>l vi: W A C '0 ~ ~ ~\.-.- s c H- ,S" d\v.r~ s.....1.\.s lA.Ta~ ~OV'-4?~><~~ ^---^ ~\"'lL~ \~~_\,~ <-O~.J"~ s.-l~~)v ~,\\ G.......su:t;~ ~ k~ ~u.~ ~.... S ch~~ oS 0 \. \. ~ 6--""\.... \ ~ ~vct::::b \0\ -\: f,^","" ~~, RZA Field Rep. (initiaU- Reviewed By (initial).AS12.-c.J o Continued " , RZA AGRA, Inc. Field Report Transmittal 11335 NE 122nd Way Suite 100 Kirkland. WA 98034-6918 (206) 82~669 FAX: 821-3914 To: Integrus Architecture 1600 The Exchange Building 821 Second Avenue Seattle. Washington 98104 Attention: Greg Hough Date: 12/22/93 Job No.: W-8906-1 Project: St. Paul Canterbury Manor Enclosed for your review and records are our most recent field reports pertaining to the subject project. All previous field reports and correspondence from our office are summarized as follows: Field Transmittal Report No. Report Date Items Date 010.()6 11/18-11/30/93 Daily Field Reports 12/03/93 07-10 12/02-12/07/93 Daily Field Reports 12/10/93 11 M-12M 12/13-12/15/93 Materials Field Reports 12/22/93 Remarks: cc: 1, Episcopal Retirement Homes 2. W.G. Clark Construction Co. 3. City of Bremerton 4. Integrus Spokane 5. Marx/Okubo Attn: David Steele Attn: J.B. Hall Attn: Janet Lunceford Attn: Brenda Norton Attn: Greg Arnold '... RZA AGR~ Inc. Materials Department Daily Field Report Field Report No. Ifln Project Name ;jl. 9ALJ I ('PI r"'I ~ r hul''j fnAA)r\Y' Job No. 1/- CX9()(P. I Location d /;.!.ft(l{'Q 1>;."" r~ ~ GlU'AH'Clr"l Date I Z . e, . l ~ S ~ W T F D.~~~~f-- ~ Arrivallime }O:o('\ AIYlPage 1- of_ Client/OwnerST: prlu/ ;rp: ~CCJfA/ (l1,u/'(}.., Client's Rep. 0A< J;cl ,')1PI? Irz Contractor (~. (j. C IA~I: Contractor's Rep. 'RonAy RZA Field Rep.' F#JrI~ Odc,";'5 Job Phone No. M.~' 74(.jO RZA Office Contact 1< (. /l Aft.{: .) .s ' Weather OUf... ('r A ,'fq / VI': ~ ~ ~ ,I ' Material Type(-s. '~"':P <;.,:./-0. rna:/dt. _ Material Supplier E~ 0 . ell/.l Pit . ff'1 : 'J( Requirement (psi) _Sc;c>~ j.2.x- ~5 Delivery Ticket No. Ac/ ~ Cement Content (sk) <\ ~ K. 'Truck No. Le ~ Placement Time /.. ~ 0 ~ Mix No. ~ 00 Ambient Temperature (F) 'S /. ,. Mix Proportions: Material Temp (F) (1, .~ 6 Cement (Ib/cy) 47 (') Slump (in) 3 " Water (Ib/cy) c:;z.. Air Content (%) - Fine Aggregate (Ib/cy) ] '-I ~ -, Water/Cement Ratio Coarse Aggregate (Ib/cy) I ~ ~ Sample Size to ..,./2.. Admixture (oz/ cy) .b., A - ~. c Amount of Material Placed Admixture (oz/cy) Pc:i 11.- AJ ~ I. L. Field Specimen Numbers 5'; 6? t. )/ Admixture (oz/cy) Test Age (days) I, z.. ,~ 2. ~J I fld/e/ Comments & Locations bJz cl;{/l~ \ ~ ~CfY\(' r~ {<l C t- I Y ,0 I '\- g To 1 f<.TAJCr (;.JAil wA II .Go t:^t \ I:;) o r: y- eAl)"- 1u H.-c.;" Dare OI'(~\Ll/~ (AtJ~:^') ~ \ Je..y"\./ ~! j I - , I -SU~f'~oL-t ff'C/YV'\ J.{fAV,J rA:kJ). 'Mud.1 0'\ ,0.).0. CIAr"/C. ( dUC-~~ +fvr. +:c.L^ti ~/ nIt:!. ') /:c cAl\d.-6-JA ,'ff( of r -.. h + J / I / -- o.-} / J ttr< . f...-KL r v ...L..J.e <:!, -r r 'tn ~~p A : r. /6da... V "f ~ r? fA ~ t:~ ~) r ! J aVJl....d\ ;^ a.. I-A" o~ S7ur.€ ,ected are in conformance with the approved plans and specifications. Yes Contractor's Rep Reviewed by: ~.J2-.-.- ~~ o Contilued KWF D7o.~ fREV, , Ull3l ..--- '. r--- . l Materials Department Daily Field Report RZA AGR~ Inc. Project Name 51: Location PAul , {'A 10Tf.. (" bu r'( Client/Owner Field Report No. / Iff) fYl AAJd (' Job No. 11- <?7DGr. - I Date 12--; )- 9:S s s@rw T F Arrival Time /0:00 Page L of '2...... Client's Rep. Contractor's Rep.. Job Phone No. Weather Material Supplier ~ Delivery Ticket No. Truck No. Mix No. Mix Proportions: Cement (Ib/cy) Water (Ib/ cy) Fine Aggregate (Ib/cy) Coarse Aggregate (Ib/cy) Admixture (Oz./cy) Admixture (Oz./cy) Admixture (Oz./cy) ,P Act J.. I or- /- I--- r -c "~ .L , ...,r ~/_Lc. ~ I In our opinion. all items inspEl'Cted are in conformance with the approved plans and specifications. Yes /' or No ci:r -- RIA AGRA F;eld Rep , ~ C P, - (f t?h ~co"'''''o,' Rep Reviewed by: l~ ~ ~ o Conti1ued ICWF Q7 ~ (REV. , 1I1l31 .--~ -- ~.- " . RZA AGRA.. Inc. Materials Department Daily Field Report Field Report No. /2m Project Name 57 9AU(' l A~ r-bur~/ I ~ C A}(q '" A/J fha./lOr Job No. 11-f?9()(I) - I A V(( Date /? -lS1- cr:3 S S M~ F ArrivalTime /1:00 Page-Lof_ Client's Rep. ~A0; J s412.J..J ~ Contractor's Rep. ' (), ..seAy Job Phone No. Crt? ~ - 7c;</o Weather du c I'C A ~+ Location A ~ rrt A ) Au... ~r('""t. ,I'L_, l/'A ~, Clien~/Owner ~r.'fA01 Qf:'-.(CJfAI cLtlJ"tYh. Contractor ~.D.. C tA-i'-t::... RZA Field Rep. r/'tvl K Ck",,:> I?~I frtAI(/,c, 9 I RZA Office Contact f) ~ 1"'\ A-J t ~.s.s Material Type: 'K t ;" h, ru.... ""'-<- /1 T Requirement (psi) \ Cement Content (sk) "'- Placement Time '" Ambient Temperature (F) Material Temp (F) Slump (in) Air Content (%) Water/Cement Ratio Sample Size Amount of Material Placed Field Specimen Numbers Test Age (days) Material Supplier ~ Delivery Ticket No. _ Truck No. Mix No. "" I, Mix Proportions: ~ _ . Cement (Ib/cy) ~ Water (Ib/ey) "Z Fine Aggregate (Ib/cy) \ Coarse Aggregate (Ib/cy) \ Admixture (oz/ey) \ Admixture (oz/cy) \ Admixture (oz/ey) '\, Comments & Locations 1.. A...JQ. 0.1'11: lie 01 C'V1 .5 , ie. r~{ c.)e. ,/ In tv'''/; r,-.. q /1 ir'l)fr2 (2-1; ("/" fu:-t ~ /-I.' ~ h ~ / CJ <-./ re -I Y\ ~ . L rv1. If Ii ( ?,,~ ur in bvtt/7Y\ ''') VI ~f'I'Y\) . C? f-k c /;~Ai (')f r e : ^ f;; ro. /2-e /1 f Ftc;'V\ / 7U ? If V~ ~ I^ (' ( ',1\ C r ('" ; ^J L-.c; S /7 a + ; /I i f'\ ~ tJ e. Q .{. .' r.-... ~ Ti.. 0(2 , ? or-\- , ~ , ~ Nr'd"'-<d. (' C/YYl!?(,'C"', 0 ') ft.. J?(A^' {' ,.. B. c t: I ^o{ (/ ---.!' "> A.,....; c.. I e C"" fQj I]: f't rJ . {k c...fPl()Ju:;J +k ,p.d+~ ,~I A b dovd \ Jr,. L..-A/( {'~CZU:/I..../(J(/\-kr~ F;'lql //I)f.e.c.LrY\ f.o (' C'/Yl (' {<. ..f Q (;J I Q. CJ. frll /l 1- . y /1\ fla.q J... 5 (J.(c5. . , 11\ all p (o,(Jl, ~ ./-; ~ n r b::::::o..~ C~ --=hj' & ; ^ -S;a/ 9;;A . (>J=Z~o.."I/ Ct II -flo.r~ ~ 2c'-o(lo.c.. fk f'r e::A AI) ; /'\ )~ I'--h ~ f.-J ~.r f.... i> [) (0.. 0... r-o;> ~ ,--, IV u.. ~ cA f f-. ~ 0-/' In our opinion. all items inspected are in conformance with the approved plans and specifications. Yes lor No_ RZA AGRA Field Rep/p:;f' ~ t Ode. fY!::) Contractor's Rep J Reviewed by: ~~ o Contilued KWF 07G-6IREV. 1 1/931 .------=-->'7". RZA AGRA, Inc. Field Report Transmittal 11335 NE 122nd Way Suite 100 Kirkland. WA 98034-6918 (206) 82~4669 FAX: 821-3914 To: Date: 12/10/93 Job No.: W-8906-1 Project: St. Paul Canterbury Manor Integrus Architecture 1600 The Exchange Building 821 Second Avenue Seattle. Washington 98104 Attention: Greg Hough Enclosed for your review and records are our most recent field reports pertaining to the subject project. All previous field reports and correspondence from our office are summarized as follows: Field Report No. Report Date Items Transmittal Date 01-06 07-10 11/18-11/30/93 12/02-12/07/93 Daily Field Reports Daily Field Reports 12/03/93 12/10/93 Remarks: cc: 1. Episcopal Retirement Homes 2. W.G. Clark Construction Co. 3. City of Bremerton 4. Integrus Spokane Attn: David Steele Attn: J.B. Hall Attn: Janet Lunceford Attn: Brenda Norton ,l~ ,. .'...~- ,.:. . RZA AGRA, Inc. Daily Field Report Field Report No. "7 Project Name-==-r-. Pe........\- ~~e~V'2.-...,... "-AA..-..=~ Job No. It -~4 0<:;' I , Location y...,...-~ A..-....>E: ~ c::::A.u "^A. V'. --.) ^-...J Date I 'Z. - <:Y2..- C:;~ SSM T W<!) "Z.. ~~~~. -.........~ ArrivalTime -".30 Page-LofB . Client/Owner 'S,\. ~. .1 e;u:::>\~~~ .::::..\4.--.)14<"\-\ Client's Rep. ~-...JID ~ \ =1 F=' Contractor --.......:;. c::::...,,-~ / ................-..; ~~ Contractor's Rep. r<.-'D'7" / B~T\" RZA Field Rep. ~C>~ ~ ~A.,-..j Job Phone No. ~2...~ . ,-146 RZA Office Contact ~ '-'-"~ IS: :s Weather~r,::::::r->-AS\ "'""'" ,0 -40~ ,. Equipment Used ......... D I I'o.A 0 '30 0 Comments __E ..-...-:2:\<:I-.j~ ~ ::S~ .A.....,-~ <:::O--.l'"'\i2Ac-~f2:S ~E:<D...JE"..s.\ ~ PE~~ ~.:::!>\~ ~~ ~ 'F=IL.L- P ~CEO 1-- ..-..4 e:::::- R..........\ __D I.......~ 'S~R ~~ A..-..D -ro c::e..:se=R......sE':.- r==c:x:::,~"'J '5->e...; rc::--~ "c;...-,,~ \"" -.- ~ ~<A...JfE. r""'~-n.c::.-.1'F.i;C) :::s\~. I...-JP~ ~ ~<,vo..L / -..E. ~ -...........\-n-.\ ~ ~~~\~ '-"-'1.;0 ~I~........-~ ~ T"l-IE ~OTl---=; -s-..J~'-:'" t?~~ ~-r ~ -r1O SE:' ~--...:EC::>. "T\~ ~ ~~ ~ --n-\E. Fil-L-,-...I ~ /" / / &.........\'--D>~ p~ ~~ ~ ~-.- ~_) c:c...v.....,~ --.r=> ~ tz ~. AA TZA. "Sl~~\ LJ:::> ~~ ~ .......v.= =s I-re:: c::::.-..l I'Z. - 0 a . ~ ~ ( Fl?1DA.;I \ "T'Cl p~<::,-, ~........ PA...c:::........- , ....e:.=-r.s . ~ .-)~~Eo A ..... PC2.::::l8E5D -rt->.E C:::~~ ~.,.., ""'1 ""-'f3.o1R.~ 5~~ ~ 'Z '"l\~ _~, ~~ *41 '4." -1 ~~l'--...1l .--~ So, "C"z=l t:::>.,.~ 1-.. ~A~ c::..-. \ '--S .........-!!:.I ~ ....... . ,,~ E'.,?P..-,.s.~ ~I J ____ ....... ~ ~A.::s '-......I""'r1.J...-...> /'l-\E" r-=o~.-, ~-,ca..<~_c:"E_c;;;" ..........-=: ~~-..)~.~ , L-C:tO ::s~ ~ _,r.=:L~. E!!Ei--t ,..., """ .. c; ". ( se~ ........, AP RZA AGRA Field Contractor's Rep nts oplnl ns formed as a e ult of our observations of the contractor's activities relating to geotechnical engineering. rely 0 the contractor to .;omply with the plans and specifications throughout the duration of the project Irrespective of the ence of the RZA-AGRA representative. The presence of our field representative will be for the purpose of providing observation and field testing. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Neither the presence of our representative nor the observation and testing by our firm shall excuse the contractor in any way for defects discovered In his work. Our firm will not be responsible for Job or sfte safetyon this project. Reviewed by: .AI!....&! ~ ~ontlnUed , ~, ,. '. RZA-AGRA Daily Field Report (continued) Field Report No. I Project Name 'S-T. p,","->,- ~~ ~o~ Comments ~ lZ..:::C:::::::C::0--7,...~ -0 ~ c:3:::>~-ri2A.~ Job No. \1. ~. I Date 1'"2.... c? '9"3- Page z- of 2- ~ ~ ~~ 'E5E. '<.=-C::::o r--T....-.~I ~. -n-\= ~~ ~ IL~ ....J "T'Hr= rz.:s.--,A..~,l_~ 'F2::>~ ::s......~L:?..-....r'F' ~ ~F c::::l&~....::lE3? (~E. ,..-p).... ~p~ FlTZ.r---7 ~ -J.......J.."..,f:$'---D/~ -..c:> ,--4 ~ <=:F=>,~,c:.......-... ~e , ,~I~E ;:::c"Q. /'T"1E ~""'Tl.:::..IP-'~ ~/~ ~ -....,...c=. 12e=c::::..,-...,......,_~~ l<::::S ~ ~~~ "'Tl-\-:oo...-;- ~ (..,-.,.~",,-f'= :SC>lI -; cr< ~'--7 '-.........~ ~ ~-.....)~ ~ ~ ~~"T""T--4." ~-r-z~~ ?12,o~ T"'l:> ~'~ -..c:.tzI"H-........~T ~D $I P'"'-->L ~,....... 1~':2:-y ..........,^ ~f:? ( ,c...,p.pT:2l:=..>?< -..,...::;. ~L"-- ') ~ p..p f2€; >< ~ ~o~ ~ ~."............. ::::s......>&-';P ...~ - -- I RZA Field Rep. (initi Reviewed By (initial) vtt;.f?-t.,J D Continued "'t~' ~ RZA-AGRA Daily Field Report Field Report No. <6 Project Name "S.."'\ - i:==>~L. ~~8.---:.~ ........ .A..---o<- Job No. I ) ..8 '"16~' I Location ..............-~~ ~ ~ ~~. ',-- ".A.J Date )2-03' ..,~ SSM TWT<:E> a""2~R-~ , _...A.. Arrival Time Page l of-2- Client/Owner $"'\. p..c............I..- 1E5:t=>1S--_~'-- ~+-.>.. .a:=HClient's Rep. ~IO ;S.~'l""=l F- Contractor '-~. ..::::. c ~"'=- ,/ --....-~..--Je:::=..? Contractor's Rep. R..--lDY / ~Tl Job Phone No. ~ '2...3.. ,44-0 RZA Field Rep. ~~ ~ -z-==-,-....J RZA Office Contact 13.~ --e::: I~ Weather'~-s..., ,....... If':) ~ , Equipment Used ~\ ~J4 <i. "'-'" r::> I , .......,.D~<::S .Comments ~ ~;;:>\-...J~ --.J ~~~ ........... ~ .:::::<:--....~~ r<-~....>--.~::s.-r- 12"" .~~.....,..~ ~~l""';'. ~""'i""'r" .:::--...t. r=TLl ~~~ 1--..1 "'T"'l4~ ~P.cs:~ ~l~,-...., ~~ ~~. ~ .-0 ~:5~ Reid Density Tests Standard Test# Location 8.2..... -.l.- Approx. Feet to % Test Elev, Grade Com . Remarks r-~ _,-'/ I>-'1P~ ~'S ~/ J, "i5 8" -:S ~J-- E:~ p: o I have read and unde RZA-AGRA Field Rep. . Contractor's Rep. This report presents plnlo s fonned as a suit of our observations of the contractor's activities relating to geotechnical engineering. We re on e contractor to c mply with the plans and specifications throughout the duration of the project irrespective of the p se ce of the RZA-A representative. The presence of our field. representative will be for the purpose of providing ervation and field sting. Our work does not include supervision or direction of the actual work of the contractor, his employees or agents. Neither the presence of our representative nor the observation and testing by our firm shall excuse the contractor in any way for defects discovered in his work. Our firm will not be responsible for job or site safety on this project. Reviewed by: ~ I? _ -,l.-.~ ~nU.d " ~ '. RZA-AGRA Daily Field Report (continued) Field Report No. 6 Project Name .s.<\"". (pA-.. "--- ~~ B-:G2...-/ ~ oR> Comments ~~~ ~~~ ~tL..:::S. ~-r -rt"'IE: i3: ~....-<:::)rz,--" r-1~ "'I1c:--.>~ ~. Job No. \ \. ec::;c~. t Date 1"2 . 0 '3 . c::; '"3 Page z- of '3 ,---,p~ ~R ~~ ~L.. -;-H=- C'..---.:.~"i'? I--.JFOer--tFil::::> -->~ ~-r (-:::..== -;-r-l.E::. I ,.-,.-...~E=- .=s:<::-.IL-""'" 1--'" ~ ~-..., E-~~~ 'F"'.~.-%J~. 12.02. ...:;~) I~ ~ ?;=~.p>~ ~ ~=- r==JL......L ~ ~'7===..--l ~ <:.c ..,..........,~p~~ ,..-....I. ~E. ...--....c=.'lZ1l-I ~-.- ~ 6>="""I1'-tE Pf2c:::,F"c::,.~F=.c:::-. ~ I \...J::> .~ ...........~ C:B'S-ESk?-..J~ ~ <=r.2~ ........-;;:::: ~,::>O::S~ ~......~ --r't-\- ~ ~ ~I L ""::; '-- -'-=:'1~ _-::, .::s~ p... I / " -1 ft ~ :s:.,......,....,_~ ~r==L ~ ~~t=::..~p~~.:s " ~o ........ ~......~"'-;I<'~ c......-..... ..-...+E" EE"y tP~ -s'e>\ L..::S ~~ Fi-er-7 ...G.,--O ----..y 1 S'.........o ____< ~ ...--..1 a....r< ~/- 1 c>---.) -.,::a~ ~-J I~~ t=i:::=>\~ ~ ~IPA~ ~-:S u,......... Lc::>~ .........'E:. pe:-.:;z~e-~ Z- ~-=l""t-;o ~~ ~ C:::C-F> ~ T"'e:::> 1-1 ~ Fl L '- .......s._~ -.. c::::p~ r-......C-~ ~=..--.r-t>=~ ~<l-=3:.:> B.-l)~___~ ~ 1--' ~ 19'=Io~, ""'~ ~ ~. ~ ..rr -:s,.1.::.-1='-'l!::.~ p~ 5;. B~ .. s:::::c:=:: ~='"T"> ~ ~.,-- I<-tE ,--, ,.--.. h..-'....Jr--1 ~~I r<:E"",......-,~T ~ 45~ ~~~~~~~~. RZA Field Rep. (initial) Reviewed By (initial) -e. (<...(.J ~ontinued , .,~. '""" ~.' RZA-AGRA Daily Field Report (continued) Field Report No. a Project Name 5\. "p~L .:=:...A.. -.l"E"(;?B...i~ ______~~ Comments Job No. /1 . S4cx::. .) Date 1'2' 03 . c::; 3 Page:3 of 5' ~-.-. pA........L-- c::::.A.r-...o"'-'::::l~~ f'Z.--y ~ 0,,<" - ~ 5...-..D (~'>< ~ ~lF") AF'PI20X ~EA <:F=- FILL. I7'7A P<-~....,o:=___1 (...........~~ 4"'".1...1 t>-rH" 8.2- p-rH t1. I ~ aas~"ft:D ~ .:S_~~CF.:<:~. ..-..p~'l! 1"=1 ..i. I 10> (5E"E- ~Q . ..,) 'RE' . ~='"e:: Lc::oSE= ~1L.,S F'l ..( ~""'I~ .~ ^ V RZA Field Rep. (initial Reviewed By (initial) ~ D Continued .... . ~' . ''''''!' ..". RZA-AGRA Daily Field Report Field Report No. 4" Project Name ~""\ . PA....J L-- Location ..............~~ ""-' ~~...JR.."'" ......., i::>w-S~ Job No. 11- e9 ~. I Date 12. C:::X::. .., ~ S s:IDr W T F Arrival Time I I : 30 Page -L of ~ , .,. ~~ ~ ~T7=~~ --.......0.. Client/Owner -5.- .p~L-- ~1~aPAL- ~ Contractor ,-.,..,'-=;. c::.~k::" / .............~~ RZAFieldRep. ~~ R' ~~ RZA Office Contact ~ '-~ 1"'S. ~ Equipment Used 1'-'\ D I .........o~ Client's Rep. DA........J ID ~ Contractor's Rep. e--:>C>-,.i ./ lS'-== \ I Job Phone No. z.c. s. Joc44C Weather .c>-J~~\.' "'-'lID c:JoS Comments .............E" ..o..cz.<.I.J 'G::::::> c::r-J ..::sr-re:=: ~-r- ~ ~~.s ~~~-r- 'Tc::::> ~~t'2..-. ~'50,.(.,..,.... -rE:s;~ o--.'F1I......L ~c:~ ,-J ~ r:::>c2d~~ -..IE. ~~KI~ LL....-. A:r-- 'Tl--\.E:" ~~ ........,~-n~E:l::> -=-I~. Reid Density Tests Standard Test# Location .., . I SaEE- ., . z.. J,. (N=P20-.3 Approx. Feet to Soli % Test Elev. Grade T e Com . Remarks ~3 J" -So -='\5 /" ::s . o I have read and unders RZA-AGRA Field Re tractor's Rep. This report presen opinion formed as a re of our observations of the contractor's Bctivitles relating to geotechnical engineering. We re on th contractor to com Iy with the plans and specifications throughout the duration of the project Irrespective of the pres of the RZA-AGRA epresentatlve. The presence of our field representative will be for the purpose of providing observation and field testing. Our work does not include supervision or direction of the actual work of the contractor, his employees or agents. Neither the presence of our representative nor the observation and testing by our firm shall excuse the contractor in any way for defects discovered in his work. Our firm will not be responsible for Job or site safety on this project. Reviewed by: ~~ ~ Continued .".. RZA-AGRA Daily Field Report (continued) Field Report No. 9 Project Name ~. Comments ..... )~ ~ e:.t=" ~ P~L- ~~'3~ .--A--.rc/? Job No. It. e46G.. I ..c::...:.R:- ~ I......JA..J-- ~ ~,:)EO Date 1'Z.. 0 ~. .., 3 r c::.......s"I ~ -..rc:.<::::rH Page 'Z- of "5 P..c.Q~I-.L.... L.c..- ("S~ ~~. p~~ ~.3) A--O Ip~ ==1 " "'n--tA...1 ~ r'c-'-~< ...~ "T"'\.4.'E:" ........,A.-rr-=R,~ 4-. ~ :sc:::....>~E:l2.r-J Pc:::t"C-n.<:>-.:> c.r= ~ ~...,..." ,"T'l-\ A" "'-'!..,.e....x.' I"-f-J......... r=1 LL.... ~ c:s= ~c-"'~ Z. '. ~tP'" r~.:r-=;,=::>62:>'"-1P!Ei::::> "":Z-- DE--....l ':sf l"">'" ~ T:"\ 1..-....1 'T"""')-\<==: r=.. I I ~~ -"':>~I--'.t.., ~ c:p.-....j .-...>-...)<::-'--~ ~ "~,-=,",=l< . l'3.c::::sr1-l. c::::;:.: \ ':51"T""?'" ~'"[""':S"" ro---t-r- ~ 1-1 I ~I ...--.--,....--. rc::.-:=.....;J. 'I!ZE" r- .,...- oj -,s.:/ ~t=r.::.C-"1"'"?c:::r-..J. RZA Field Rep. (initial Reviewed By (initial) .,f!. fGf-) '.. .,.. . 5T. .p~ ~ ~ f:2.8--..l R.....--.r ~ ~ I I. 6<::1 c::x:. . I Al L.D rzr=--.P /;C 4 \ t~iJ;,~~:~;~~;.,;g~tf~~~i.~"Z~~.;,;;.~l~'i';~;'P;=,:,J. :-.: :'.;..:::\~:x.:-"'~:';~-."!;'::~';":'';'':':'';'''<:!' .:: PLAN BY ItnEGRUS ARCHITECTURE. DATED 4-22-93 a;: <--.J""T""' 31 \' :t.\ ~ s.' b o -;: RZA~AGRA,-.. "... . ENGlNEERING& ENVIRO'iMENTAL SE~E~, ,/~ ". '-''':~''':''_'''.',-~'.::::J/'.:i:-;'' C>. ..:.f_',~-~"'.'T' tt~35 N.E..}~~nd ~ay ..... ",;. "., SUIte tOO"'''''' .... '..... -'." ,. .Klrkland.' Washington'.:> jf~:;.,;~!~t' .... '.. 9~,7'![}t f!:;;:.;:iS~~ ',./:1!~' RZA AGRA, Inc. Materials Department Daily Field Report Field Report No. 9 M Project Name 5T Location ,,(NA('~{/l 'b('( rv--.(I ;" -h~ ?-4vl l /A./~/' P...!.-,/, I D/', Client/Owner Contractor l'0. Cr (; !.A, t" Ie RZA Field Rep. Fr14V7~ Cdq/Y'~ RZA Office Contact '73.:..1 L~ :,);;> /7 Material Type: L C;;T7( f<'{' Requirement (psi) ::ScQr' Cement Content (sk) S Placement Time I.- 3. (1 Ambient Temperature (F) Material Temp (F) Slump (in) Air Content (%) Water/Cement Ratio Sample Size fJ XI Z Amount of Material Placed ') 0! Field Specimen Numbers It '< , 3" '-/ Test Age (days) I, '2 \ ?,Y; 14:1,/ Comments & Locations l/u.'1 qf'l':ue ~ 0'1 Sl~ ~ -/J.e c J /\,rrk.. (CqLH) 1-, 7(j ,Oe: r'~'''r;~ t::;tJQ ('.. A / jt'7~Pe c I~Ch \ of' (J ;/-lZ;t[II.A I /, ~ I (C/7(f~-4 P/C,fP 01 (3 A,.( 19S 9-y.Je./I:rrr ~/I/I r::o/.l1C; /J-A-c 1/ / I ...... I c)~ fef V' f..-;-A If J.. - L . d-- A - i~ .. ,/" (<?TG L.- VJo II -' .!~~" 3 C\.--L,.,1 A 70 'D c.--/ I? -m e (!' c;,.../ r~ (;;,f:r. 7 -5u1.7 r'r-cf/..c.,' 1'1 ovr r(:" '-c/f"; ~). .r;~ C,,, c~ u",/. dA."". (J// /LnJ;.-';7 /oc/l/.d rl"'\ &. C:beJve ( ; "fej ql'"e <=1../, ~v14 ~ ~~ ~ ~'C?rr-yr; -kJ . f Lx -Ao/ t'Ol)( c) (J I ArDJ- ')/p,( ( '.> I ..s;' L( c:: .{ c;: e:N.. , 00... -I c; I 'J 1 '-FF- I 1" I I ' ~/Y'7r (Q~ plcu...c) (~ ') -f-4_~ Cff'rflu~J '~OOd f-5r _C::: ~* p'1, fr 56() FreA 1-/'1/ /Ylc,f( f' ,"a, I), l'nf!ci,c.r1:c<:;"/r ( /cYl~{J/dc;-h.A.. 7&- ~/C -? LI{I:":' ( rs lJ '1 '/ 01",,/ ~ . Job No. II, ~7{)( 0 - I Date /2-6 - 73 S S@TWTF Arrival Time I/' (j () Page ..i of.l. Client's Rep. VItv:cI .sfeJ... k Contractor's Rep. 'Kuc;o1\/ I Job Phone No. L..Z ~.......... 7'-1'-10 Weather .?",,,,j. ('ki..r..Ay /DJ"':cz L.. . { Material Supplier Ve c/ 11// 1?J1-1(/,; c;,1? Delivery Ticket No. ! '{ 16 ( Truck No. lc 6< Mix No. ~ 60 '\ Mix Proportions: Cement (Ib/ cy) Water (Ib/cy) 36 c}-04L j ILl iF- Fine Aggregate (Ib/cy) '1, <"/0 Coarse Aggregate (Ib/cy) Yy,// /5'z ~ Admixture (oz/cy) .t1(A S-.:J.!r, Admixture (oz/cy) Per Ii 1I.l..R..~ D d2,/c. t.../-r- Admixture (oz/cy) Ll70 -'7 . , A-v~ r (/J! 1-4 h"'tr'1 LvA. ..3~ In our opinion, all items inspected are in conformance with the approved plans and specifications, Yes RZA AGRA F;.\d R.. ?1!.cn K OJ c/o, I\(" S Cont~"o" R.. Reviewed by: Q: ~ ~ orNo o Conti'luec:l KWF 070-6 (REV, 1 1/931 . . , ~_4 --, ..., I'. RZA AGRA. Inc. Daily Field Report Field Report No. \ 0 Project Name '$.\. ~L c::::..A-..l...-s.<.B~-:a-1 ,......,.A--4(::~i~ Job No. ,\. 8C::::;0::;../ Location ~'" ;AoJ ~ GA.'I.......l "'..~ ~ Date \"2-' 0,. co,,3 S S rvmv T F 1='<\7F=_'":E-lc?~.' ~A Arrival Time -z:~ page..L of2 Client/Owners,. ~L ~r;:::>J~~'-- ~ent'sRep. ~~ID -S~~ Contractor ............,... ~ . CL..A.Rr.:::- / ----....c::...~e:=iC? RZA Field Rep. ~~ ~ -;:--~.Ar-J RZA Office Contact ~ ~ loSS Equipment Used "-'tDt .......-tD 3c::::>6 Contractor's Rep. ~ /~ Job Phone No. -:?L.-3. t-446 Weather ~~-r- "--'Ie:> 4c:lS '" Comments "",-e:: ~-.Jr=o ~ ~\'E. A;:r- ~ ea.~-rf'2.A...<"""Td'2.S ~~~ I IC::> C:>~ ~T1---"~ ~-.:l~R~ ~\L~ A<r ~ ~t::=. ~~T1~ ~. -.....-e::: ~~'-.)s:;::. A.r-J::::::> ~ ~ ~~~r::> r-::;::;.......~ 2S-.:l~R.~ ~\\<:::' 'I 1I 1 '-- "\'S..~ .0..... (7- c::r ~~-..J l ~ =' I Ee==L- ~D 1-1 -n~ ~ ~ :::S t-;::l'-"'>'~ <:r--l "'T""l-\E .Ji:. -::3l -C'"~K.J ~'E"" Z-. -n--\ 'E" ~~ ~lL-""" ~rz:c;;;:c:> I=ilZ,......, ..a.r-..("'""--, ~.-...>.-YlC:=~~ ~ l-.l rL J2 ~DI~\O...-l . ~ , ~ \l~<-.E:. t-c..:AC:...: ~E'" ~.,.,<-{ p~~ .L:>..::...-..:..s/~ Lc~. --....= ,d;::l..~ ....:s:--=n .::s~'C) _~ _..o...~ 1--1 ~ ~~.., CS::~"""-.:nc__\ ~= ~1c'E.=~ r=e:c.z ~ ....,...~>< L6~Tlc:::.--.) ') ---~ rz:r:=r-,.......,,.......,.....-.F5--~ 1'0 ~;=- ~c:::>--J~-~ ,......t2. ~ ..o....L...I...- Lc:::.c~E= ~c::::.l L- "'" Cf? ~~ c::::.-......; ,-~"'r"?'E72 ,........J ......... E- ~ ~ ~~:s -:s~ 8!F" L~=.L"' Pl2Cl1.< TZ::::.. PC-...:llC:'l_~ Co NC.~\C " RZA AGRA Field Rep This report presents opl ons f rmOO os a result our obseNations of the contractor's activities relating to geotechnical engineering. We rely on e ontractor to com Iy with the plans and specifications throughout the duration of the project Irrespective of the presence of the RZA-AGRA representative. The presence of our field representative will be for the purpose of providing obseNatlon and field testing. Our work does not Include supervision or direction of the actual work of the contractor, his employees or agents. Neither the presence of our representative nor the obseNatlon and testing by our firm shall excuse the contractor In any way for defects discovered In his work. Our firm will not be responsible for Job or site safety on this project. Reviewed by: ~4.~ ~ ~ntlnued '" .......,. 'l, ~. RZA-AGRA Daily Field Report (continued) Project Name st. ~ L c:::::..A.,-J~'3o......lY2..2...-" ~ Comments ~,. pA-.J L- c ~-n=.':?8-.J\'2.1" .,..."." A..--...JC~e L",-~x.. l<:) -s ~) , ~~<=.D F<:x::::.~ -s:....g~ ~c:: ~ ~ ~. ""'-<=-=~~ Flrz-.-, A--C:> "-'--1._ I fEE......c::;,'--7 ~ ~ ~/~ ~--7'""I&-.e RZA Field Rep. (inif Reviewed By (initial) i~i2A..J - Field Report No. 10 Job No. I I . ~cc. . ( Date I "'2. . C"l( . C::::;3 Page -z......... of:L o Continued