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Home My WebLink AboutCLARE AVE., 2700 @@rn:DW~rrv ~ NOV 0 5 2007 ~~RJ~iiY 'C' ~8 07 {fff/7 ~~~, :-~ ..:.~-~ -L li-j~ -=w~ D is} ~ REMERTON-DEPT. OF ~~- =~c A' ""~ ,.~ MUNITY DEYELOPMEt,tr-umng-rermn -ppneanon Dept. ofCommunityl.leY.el~ *345 -- 6th Street,. SUite 600 "'Bremerron*WA* 91337-t813 ~ -.J.r"l~i~~~- ~} 473-5275 * Fax {360} 473-527& Site Address: ~ 'l Of) ~L-A-fLc A v ~ J>tlOOO #: C\ D P, '- to l C f) 'Wba.t'ls ttie ~ for?fPfease-~oneJ o NEW SfNG1.E..:FAMJl Y RESiDENCE 1 J~t:~~7B( DNEW~ACTURIDHOME O~Tw..Wf:'MCB->i=i n RtSIDENTIAI:. ADD.meN Lj,-RffiIDENUAl REPAtR U}JFW{,,-0W5R~ ~COMMbHClAL REMOOB.. o COMMEHCfAtRtl?l<fR :1 'f *L;:~i mt.lt rf-':F.A~-:T ~ o TENANT t~MEHT ~_.__.,-~------~-~ -~~- L fffi:'ff~ n.;tti ,n NEW ACtt:SSOf"{Y BUILDING 1 jHEW~ U SJ'Rt.~n...Jf'.F ~..J~ DGRADfNG {Cubic YlHd5: '} . ."~ ,H.;C~~RG!Ai. Ao>:;n~ ,j -"AT~~" L---l ",.... -'; -t -<:~<: ~ IS THJS PROPERTY WffHJjjt. 2DO FEET OF A SI:lOREUNE? YffiD \ ~~~ ~. '~L,S~.';} ~ D ~ cJ . Tl rv T-S ,. -+.-.,.....- .' - --"-_. NQ,ro $cope of work proposed: ~~O~ V ~\lT 1:~~T~RJ~ FoR.., J!1~ j''t-( ~c; -- -..:: Sirdale- J=-Ci:t~: ,--,r - ""~ :;::;"L~Et""t~.~ ~Gt,U~~",- .~~': n"",,",,"--ir__.~ ~. 1 1 l'Ian. ReV\eW 'Fee 1 g7i?j Permit'Fee 1 i~ out Surcharge f'si) . t Total Fees t ~9.,1lbO f ~l . i ..Valuation :t 8)ooCJ Application for whichoo.pemrit is issued wittlin 1~ days folIcwingttle.date of applicatioo shalt expire by limMtioo, and ptans and other data ~ ~~~::>~:'~-~--=,-~~~ ~~~~~ 7-~~ ~~~~~~~~~;'~~ :~~~~~~~~;..~ ;:~7~?~J _~7 ':~..~~~~!- ~_-#, ~{.;-.' ;,.~~~~~ ~~~~:~~ "n~~.1 V~~~ ~ ~ 1Oi~ibf:~~'iiira~00l~:ifm4a,&<<l~b,~~~1tUi~1:1I1ta.lOO&~fMamlmhJf_ ~~!lf~~V~~~ *,,~~.be~t,..~e.~-~.~~~~~~~,~ ~-V'I>' ~R' ~~shalf .ptans.aMpay,aJ'18lr~.fB'll!iiewfee.. / /- :;- -() ') Dale S an . ~ CI4IEf TECI4.'5 OFFICE 12~31 7Q . . . I ~------- -~ V~ \. 4 \ \ - .. CI4ILD~ . \\~ ~ ~ ~ / It S Q .. ~ r- I il .~ -- & I ~ 23'-S' -0' 12'-1' (}) o U) <( ~E EXAM ROOM ULTRA5C'UND 2. 12231 ~ . S::! ._-------_._-~--._"-- ----~----- ---_._---~._-------- 2x4 IIlALL Olt'~PI( -= . R4DIOlO~" G~ 'Du~~ ~. .L__ ~. .~..'" ...----L " r 2700 Clare Aven ue C. e.. II - 9 <:> 3 - bl 6(160) 479-6555 Bremerton, WA 98310 Fax (360) 479-8327 www.olymPiCradiology.commichele@olympiCradiology.com ~ .- --,--"-- '---~-,-._-- I , , NEW ~~..,. '''M''~~ . . -----I ------.. ------- ----- ~ v ~ '" -' -Q \ \ CI-IILD~ 12~21 I . \ l -t--- . i \ 0 I , J S tS? ~ 310 ~oo R... W8L-l- S\N \\AtJt.> \ c-A~' '\C\L~ s ~ , ~ S a.O . ~ Cl-lla: TECI-I.'S OFF1CE 12~31 T- o ~ III "'l: U ~ ~ 2:3'-~' '0' 12'-1' ~E .T- -' ~ (}) ~ EXAtt ROOM UL~CUND'2 12231 in o $:! 2x41.1lAU- il I ~ .... Ol"~PI~ . R4DIOlO~" Steven A. Bell, M.D. · Bradley D. Brown, M.D. · Byron E. Faber, M.D. · D. Paul Matsenbaugh, M.D. · James J. Rohlfing, MD. October 26, 2007 DrA-~-Ar"'t. {\l\7m1"'%~1"' R 'Ar1;OIO("'l '\Xl ~;t~nrl' U F'\-A-t..,,\- II P--"--"'1T"%rl.p.l -~ -~ '-"ql<,..cl<,..'~, ~j'_t)'_:UH...tlV.! ~.p....~.J: ff}:::.,"""" H,.n"u~2' _'-"-"'-J"__J-LL' _.I~,"""LLn_I\.-I-"l..._'l_ O_lvmpic Radio1oQv has 8, need for a restrl10fil in the '~!aitjn2- room ~l _0 ' '.....-- ,,- _ __' rl-ITTA-rttlu "~.._jY..l.J ~j-H,!;tt waiting.room.patiemsmut:;i ern:erthe hahwayxlfthe .exam.area amtacces~. a res1room tp,at ..~ ,,. is also llsed _by patients. The east end of OUT ,vaiting rOOJTI has an aJco've that is very rarely. oCCllpied. .... ',., '. '"" \Xl", "",P-'\,.' Intend to convert this akove into a restroom. for waiting. room. patients Th", ",1<'0"'''' ~o ad'~"'-""'ntto a on........}" "Ao.m th",t h",,, '" <'AmmAn ,.u",lt ""1-th '" .."'''-t..An....... -'l L\'\..- Q.lv...... ~ ~ .l.:} - -:p;:i,.V~.!..l~, L ~ L., '..,")-...+l]~]_~,.'i.i .! "'-_~ l-1;'!_ ~....H..t~ ..i);4,<:1 'A '--''t..j.!.!..l.lA.1V,l., v"' HL~ ~~.tr.,t! M..~ -..,.,-,.."..J '-""J';-'?~, WewiHs3\Vcuttnefloorintte5uppiymomto tieinto the drains used by the actJ-acent 'l"'AQ:trl"^rt:'\. ~nrl Tun hnt r::lnA C'"l,\.lrl "\'LJ''AtAT t1-n.m tTunnl't:J: Tf"\r\.nt:. 't!;nL- +C\, n"'f"'(""ou;,.lA, '\1iI~t-~r tn.' t-h.p.- nJ:'i'H.." k""--a!"Yl-...r"::..n'.JIu..l_n...t.1MJ~..lJ:~.Jt. f,~J"~\.'J."l".tlj!:U_Vlt_"U,l>~~ l;J:vf~1.'::.;:r PYL} lVV~l~ ~J:l.U').. PJ p~x.rl'_n...J.~ },YU:t-~'.l-t-'L.I' Id'.l.~'.U..'}"~ natnToom~ T ;n.ht;-nn 10 r:llT'P<;4rlu trt. t'\ll:l~e ,~~... e.x._'.h...~t1.S.t,. +,~,n.., ,-.'viH.hp. ~ri..:.ti..p..ri., ..!...i.l~~II,..ALJ~ _!.....~ <<1.1.....<<'\..;...1 111: "J.!l."V_, ~ _~_ ~ .................._. _... .~...-"'.... ......~ .,.. ~...._.".. ~ JIJease djrect anv auestions..to,Gar~ Durda\:r: at 360~908~6JO.7 ,J i. or" Thank Y Olt ,/ ~:.:=:;~/ ;/ Q3r:~ Duroav / Manager nlum~~<, u ",A1A]A!",'" T T (---, ",-",..l,.'!.&~~l-".J~ ..I"',('~\"""..J'.J ~;~eY _&-,<.1:_:""--- 2700 Clare Avenue . Bremerton, WA 98310 . (360) 479-6555 . Fax (360) 479-8327 6REMERTON.DLPT. OF QMMUN\TY DEVELOPMENT Dept. of Community Development * 345 - 6th Street Suite 600 * Bremerton * WA * 98337-1873 ~@@:D\!1~\O' ' NOV 05 2001 PERMIT CENTER 1:~:~:~:~:~:~~::::::~:I~:~:I::~:~:~~::::~::~~I:\:\:\:::\::::~:~:~~~::~:::~:::~::~:::::~::~::~~l~\:~l:::~:::~:~:~:~~::~~\~:~::::~::~\."ilj:~i\i.i.J.\~~~\~~~:~\:::~:::~::t~:::~:\:::\:::\;;~~~::~:::~:\:I~~::\~:[ij:I~ljqll.!ig~\:~:\:::::~:\~~:::~::::~:~:~~~~::::::::::~~:\:\:::\:::\:::::::\:::\~:~:~:~:~:::~:::~::\::~:\::\:::\:::\:::\~:::~:~:~::::\~:~:::~:~::::\:::\:::\:::\:::~~~~ Site Address: ~ <") 00 ~ L..f::>r~ 0.-uLF - ~Q.('rW\IK'l-?71rJ tAlA. .q e ~ (0 , NO. TYPE OF EQUIPMENT NO. TYPE OF FIXTURE RANGE r WATER CLOSET WOOD/PELLET STOVE/GAS FIREPLACE BATHTUB GAS FURNACE btu: LAVATORY (BATH SINK) CONVERSION BURNER btu: SHOWER UNIT HEATER btu: I 75K KITCHEN SINK BOILER btu: / , DISHWASHER GAS PIPING LAUNDRY TRAY EVAPORATION COOLERS btu: CLOTHES WASHER AlC UNIT btu: WATER HEATER HEAT PUMP btu: URINAL REHEAT BOX but: DRINKING FOUNTAIN I EXHAUST FANS FLOOR SINK OR DRAIN RANGE HOOD (RESIDENTIAL) WATER PIPING & ALTERATION RANGE HOOD (COMMERCIAL) GREASE TRAP/INTERCEPTOR CLOTHERS DRYER HOSE BIBBS INCINERATOR LAWN SPRINKLER SYSTEM DUCT ALTERATION SWIMMING POOL TANK TYPE: BLDG. SEWER: (MOBILE/MOVED HOME) REFRIGERATION UNIT ROOF DRAINS OTHER: OTHER: OTHER: OTHER: MECHANICAL FEES: PLUMBING FEES: TOTAL FEES: /! - ~ -CT/ Date "'1 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER: 880700817 DATE ISSUED: 11/05/2007 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3966-003-001-1106 APPLICANT NAME: WESTSOUND PROFESSIONAL PRe OWNER NAME: WESTSOUND PROFESSIONAL PRe CONTRACTOR: ALVORD GEN CONTRATORS LENDER NAME: SUBMITTED: 11/05/2007 VALUATION: $8,000.00 Mechanical Fixture Fee $30.75 2215 Building Permit $135.00 2211 Plan Review Fee $87.75 4580 Plumbing Fixture Fee $34.00 2213 State Surcharge $4.50 0236 TOTAL FEES: $292.00 Inspection Requests DCD: Building Inspections L&I: Department of Labor and industries ZONING: INST PHONE: PHONE: PHONE: (206) 633-4043 SITE ADDRESS: 2700 CLARE AVE ADDRESS: 2700 CLARE AVE, BREMERTON, WA 98310 ADDRESS: 2700 CLARE AVE, BREMERTON, WA 98310 ADDRESS: 4093 SUNNYSLOPE RD SW, PORT ORCHARD, WA 98366 ADDRESS: APPR EXPIRATION: 05103/2008 STATUS: ISSUED Commercial Building Permit wi Mechanical/Plumbing CONVERT A ALCOVE TO A RESTROOM FOR WAITNING ROOM PATIENTS Building Code Edition: Occupancy Group: Type of Construction: Flood Zone: Setbacks: Sanitation Method: Number of Bedrooms: Square Footage: Bid Price from Applicant (360) 473-5870 (360) 415-4000 Fire Inspections HID: Bremerton, Kitsap County Health District PW: Department of Public Works 1 TOTAL (360) 473-5380 (360) 337-5285 (360) 473-5270 This permit shall become null and void if the described and authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can susbstantiate to the City of Bremerton 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. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction orthe performance of the construction. If listing the owner as general contractor, I certify thall am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. SIGNATURE OF OWNER OR AGENT: all conditions of zoning, building codes, and State and Federal laws. j''JlJ(U) A:- I CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. PRINTED NAME: 10. (DCD-01) DATE: ) 1- 5:-07 DCD: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency (Clean Air Agency) and Washington Department of Labor and Industries (L&I) regulations require an asbestos survey be performed to determine whether there are asbestos- containing materials in the work area or structure. The asbestos survey must be conducted by and EPA-certified (AHERA) building inspector (except renovation or owner- occupied single family residences).DCD: For more information, please contact Clean Air Agency through their web site at www.cleanair.org or by phone at 800-552-3565 or 206- 689-4058. The L&I web site can be found at www.lni.wa.gov/p-ts/asbestos/asbestos.htm. DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring 10. (DCD-02) ~ ~ Page 1 of 2 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER: B807 00817 DATE ISSUED: 11/05/2007 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 3966-003-001-1106 ZONING: INST APPLICANT NAME: WESTSOUND PROFESSIONAL PRe PHONE: OWNER NAME: WESTSOUND PROFESSIONAL PRe PHONE: CONTRACTOR: LENDER NAME: ALVORD GEN CONTRATORS PHONE: (206) 633-4043 PHONE: SITE ADDRESS: 2700 CLARE AVE ADDRESS: 2700 CLARE AVE, BREMERTON, WA 98310 ADDRESS: 2700 CLARE AVE, BREMERTON, WA 98310 ADDRESS: 4093 SUNNYSLOPE RD SW, PORT ORCHARD, WA 98366 ADDRESS: SUBMITTED: 11/05/2007 APPROVED: 11/05/2007 EXPIRATION: 05/03/2008 STATUS: ISSUED 20. (DCD-14) the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. DCD: Approved Plans, Engineering, Site Plan, Permit, and Conditions, Shall remain on site and be available for inspection. Building Plan Review: Code Compliance-All work in the City of Bremerton shall adhere to the current adopted version of the following codes: Co4\, ~~ 20. (DCD-22) International Building Code International Residential Code International Existing Building Code International Fire Code International Mechanical Code Uniform Plumbing Code International Fuel Gas Code WA State Barrier Free Code WA State Energy Code WA State Ventilation Code Bremerton Municipal Code Check For All Washington State Amendments. Check For Notes On Plan MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. Mechanical Plumbing Groundwork Plumbing Rough-In Framing Insulation Sheetrock Nailing Final Inspection - Fire Final Inspection - Cross Connection Final Inspection - Building Qtv Descriotion C-Water Closet and/or Urinal C-Sink (Lavatory, Kitchen, Mop, or Bar Sink) FIXTURE LIST Qtv Descriptior C-Bath Fan and/or Exhaust Fan Page 2 of2 r fU~s;;Af{g;;fBt>!.'1r'1_ fff#lY6ft:tt.Itli;R a I Ite Address I a7DO Cl aYe rive I Project Description IId""./o f},/'~morJ new , T S~4~"U' - Building Plumbing D lVlechanical D AlarnllSprinkJer D DUHINi,INSPE( nONS TilE BUILDING I'ERi\HT & APPHOVED PLANS SHALL BE ON SIlE '''nmit # B!! Q!! - Vo~ J For Insoel'tions CaB ('360) 47 3~ 5S70 .. . / - F( L C' n 1 J ~J ill" '(' )"}- 'I) !nIl'}' lJ 1,} J 'A_ -" IV., -:. \ i~' , -....,.~'~-',,..,.~-"~'n"-""'~'..,..,""..~.-_~_<,x.~"'"'_"',.-__'"'_..........~___~~.-.r>~-",........_.:;, I . _____~~TION @ [p(Q)~lJ @~ ~DlJ~ Appl\lved Dale Nuks I \, ~ '. i' ," n',:\' i 1'1 -.; II ~ i': '_ f ~.- ~,I - . ,f ~ ,-" , . 1 "; Erosion ('0111/'01111 Place ."W.t }' ~.f i'ILHH/\i(, \ l.t-.Il{ i\ j( \! ~r Foundation Footing FOl/ndatioll Walls Plumbing Ground Work III Slab Mechanical Footing Insulatioll Rough In Dud! Veni Support / Test! Meter set Under Floor Framing Ii -IO.~~ 1 0\' :-,1 j I j'( II l? j i j!\lhl ii, F~~~~)f{ J'~j ,:\PPHi)\ ;l 1, ~ l'/n- , '11 HI -~ ' "'1! ' .$- ,- ',- . , r f~ h 11'\ {, ~ .If 1 ~I 1<\ i 1n' Hi"!' Ir{}I!!"J-,r;-{t Shellr & Hold Down Connections ~i'" rL, . ~1 \" ; <. '.<' ~-< '4'" -.,' ",_'. ,', #1;1' /- ! !(( f{ ie' ] L&! Electrical A.PIJrol'ed Vel/filrt/ioil Reqll;,'ements Framing Ullder~fl()or Walls Ceiling - ~.~ l!l _,", ," ,. , ,'- ",,., 1\"'"'' I'! ' -, j'v '/Ii .. . ,,,' J, .. .f " . , .. ~ 5 /2h--t ..(jp,l ~J. <6 :zt-( ~ I \\ o " 4 ~ h i ~ j- J ~ 'l I BUnDING Jif,5N7{j ,I! 1)1 d~i' '.~l';ilf. :nd~\i h~ rJ,',H If J:! 'JR./{ \i !'"p :../ i ,it,/: _'. J ';<';'~ )," .//"- .,lNHi ~ ;'1;F1l)' pd Drlvell Scwt'r COl/nectio/l /735270 fir1!.Q ~i; H~,:~} T " MA1NTENANCE . I r-.~ J!.:7 ~~~~.. :1,( !,It\.',,~r ;/\'SPI-~~i 'rl()"/S {"{}/ttjJI r-'I f.;j} f}~'i{friO'f!~~' 'lprJr{?~'/d: FIRE ... ~ Ai"rHCn \~ fJ~$}'fL)~_,!'_lrlL'? ~{;-,~hr~ } i ,: /~ ; i CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER BB06 00217 DATE ISSUED: 04/14/2006 345 - 6th Street, Bremerton, WA 98337 (360) 473.5275 Fax: (360) 473-5278 ASSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: 3966-003-001-1106 ZONING: WESTSOUND PROFESSIONAL PRe PHONE: WESTSOUND PROFESSIONAL PRe PHONE: INST (360) 479-6555 (360) 479-6555 (360) 692-5195 SITE ADDRESS: ADDRESS: ADDRESS: ADDRESS: ADDRESS: 2700 CLARE AVE 2700 CLARE AVE, BREMERTON, WA 98310 2700 CLARE AVE, BREMERTON, WA 98310 PO BOX 4010, SILVERDALE, WA 98383 J R SPECIALTIES PHONE: EXPIRATION: 10/11/2006 STATUS: ISSUED SUBMITTED: 04/11/2006 VALUATION: $15,000.00 Building Permit $251.25 2211 Plan Review Fee $163.31 4580 State Surcharge $4.50 0236 TOTAL FEES: $419.06 Commercial Building Permit wi MechanicallPlumbing OLYMPIC RADIOLOGY - ADDITION TO ACCOMODA TE NEW CT SCANNER Building Code Edition: IBC: 2003 Occupancy Group: Type of Construction: Flood Zone: Setbacks: (Front) (Side) (Rear) (Other) Sanitation Method: Number of Bedrooms: Square Footage: Bid Price from Applicant Inspection Requests DCD: Building Inspections L&I: Department of Labor and Industries (360) 473.5870 (360) 415-4000 Fire Inspections HID: Bremerton, Kitsap County Health District PW: Department of Public Works 1 TOTAL (360) 473-5380 (360) 337-5285 (360) 473-5270 This permit shall become null and void if the described and authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Faiiure to obtain required inspections may resuit in stoppage of the work until such time that the permit hoider can susbstantiate to the City of Bremerton that the conceaied 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 iiability 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 provisions of any State or local law regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contracto~s Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read, and agree to abide by the conditions of this permit in --- SIGNATURE OF OWNER OR. ~ _ ~_-_._- AGENT: <:' --:: PRINTED NAME: II co itions of zoning, building codes, and State and Federal laws. DATE: Lf /~-()-0 CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. 1. (DCD-01) DCD: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency (Clean Air Agency) and Washington Department of Labor and Industries (L&I) regulations require an asbestos survey be performed to determine whether there are asbestos- . containing materials in the work area or structure. The asbestos' survey must be conducted by and EPA-certified (AHERA) building inspector (except renovation or owner-occupied single family residences).DCD: For more information, please contact Clean Air Agency through their web site at www.cleanair.org or by phone at 800-552-3565 or 206-689-4058. The L&I web site can be found at www.lniwa.gov/p-ts/asbestos/asbestos.htm. DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit ba~ed on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is 2. (DCD-02) ~ dtjJ Page 1 of 2 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER 8806 00217 OATE ISSUEO: 04/14/2006 345 - 6th Street, Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473.5278 ASSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: SUBMITTED: 3966-003-001-1106 WESTSOUND PROFESSIONAL PRe WESTSOUND PROFESSIONAL PRC J R SPECIALTIES ZONING: PHONE: PHONE: PHONE: SITE ADDRESS: ADDRESS: ADDRESS: ADDRESS: ADDRESS: 2700 CLARE AVE 2700 CLARE AVE, BREMERTON, WA 98310 2700 CLARE AVE, BREMERTON, WA 98310 PO BOX 4010, SILVERDALE, WA 98383 lNST (360) 479-6555 (360) 479-6555 (360) 692-5195 PHONE: 0- 04/11/2006 APPROVED: 04/13/2006 EXPIRATION: STATUS: ISSUED 3. (OCO-14) 4. (OCO-17) 5. (OCO-22) 10/11/2006 also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. OCO: Approved Plans, Engineering, Site Plan, Permit, and Conditions, Shall remain on site and be available for inspection. OCO: Call 800-424-5555 for Underground Locates. Building Plan Review: Code Compliance-All work in the City of Bremerton shall adhere to the following .2003 International Codes: International Building Code International Residential Code International Existing Building Code International Fire Code International Mechanical Code Uniform Plumbing Code International Fuel Gas Code 1998 WA State Barrier Free Code 2001 WA State Energy Code 2000 WA State Ventilation Code Check For All Washington State Amendments. Check For Notes On Plan &UJ GdJ ;;ZZS MINIMUM INSPECTIONS REQUIRED Inspection requests must be received by 8:00am in order to be scheduled for same day. To request an inspection, please call (360) 478-5275 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. Foundation Footings Foundation Walls Framing Insulation Sheetrock Nailing Final Inspection - Fire Final Inspection - Building Page 2 of 2 tj~OG oO;f11 -z~ 1;15r- PERMIT CENTER f,,' I~.~ ~L~ Building Permit Application Dept. of Community Development * 345 - 6th Street. Suite 600 * Bremerton * WA * 98337-1873 (360) 473-5275 * Fax (360) 473-5278 Applictlnt:?:;;:}, '}'Own:~t< ..;'.;"'D.~Colitractot: ',..:,EDAuthoriiedAgent Site Address: .-~ What is the aDPlication for?JPlease'check"one) o NEW SINGLE-FAMILY RESIDENCE o NEW DUPLEX D NEW MANUFACTURED HOME D RESIDENTIAL REMODEL o RESIDENTIAL ADDITION o RESIDENTIAL REPAIR o NEW COMMERCIAL I55:l COMMERCIAL REMODEL o COMMERCIAL ADDITION D COMMERCIAL REPAIR D NEW MULTI-FAMILY D TENANT IMPROVEMENT D NEW GARAGE/CAR PORT D NEW ACCESSORY BUILDING D NEW SIGN D STRUCTURE DEMOLITION D GRADING (Cubic Yards: D OTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YESD NO L21. Scope of work proposed: '~cl ~ () v, ('l r ~d "" Pi] ~ 1, f t- x: I ~ , It) ~('eaf'^D~~'II~ Nc'uJ 0...-T ~ 5c:.."=)fvrV0'-R-. "J~ 0lANCU:, ;,,) I_{SA~ If\.) f4,., () (V".. OIL.- 0 (' Lu 0"" tV (" ~ .. Square Footage: Dwelling: Garage: Decks: Valuation Permit Fee Surcharge Total Fees r ~15 000 ~0 (dS 4~O 4{q? Application 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 the circumstances beyond the controi of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration. ~~e app~c'r\ shall res it plans and pay a new plan review fee __--::'---. I "J.6 If -11-0 S- OM!A " r; I \ i ....' ;- ./" BREMERTON PERM~T C~NT~R 286 4th Street~ Bremerton~ ~~98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PEf~Mr.T J Clb Addr ~ ~:?OO CI.. AI~E tWE Location~ OLYMPIC RADIOLOGY Pi:'irCe J No: 896600:::1.",00:( ~.ll 06 Applicant: SILVERDAlE PLUMBING 692~BB40 P "0,, BOX96;:~ SII.."VE:RDAl...E p Wj~ 98:::10:::1 PtiHm:i. t No: status: ApplIed: I 8H i.l(::H:1 : Exp:\. res:i 99""'O;~7 6 ISSUED O!:V2B/l999 06/0B/.1.999 1. :?/05/ 1 '199 Owner: OLYMPIC RAOIOLrniY 692-8450 WEST SOUND PROFESSIONAL PO BOX 319 8REMERTON~ WA 98837 Contractor: SIlVERDAU~ PLUM8ING 692-8840 Lie I; SILVEI*220NU Exp= 8/3\/1999 P"O. BOX 968 SIlVERDAlF, WA 9S3S3 Subcontr= De!';lr;:: PI.J.JMEHNG. FOR OI.."YMPIC I~ADIOL"OGY **************************************************************~****************x****~******** Valui.it ion * P(;lrmi t F'ee8: 160 "so Toti:\l Ci:llculated l::;'e€:l: ;f.~~:d. un:::! .00 * Plan Check Fees: 91,,33 Additional Fees= .00 . Other Fees: .00 Total Permit Fee: 251.83' **********1~********************************************************************************** MECHANICAL/PLUMBING FIXTUHES-- PLBG'~Water Closet".",."",: 6 PLBG=l}!Vat(:)fY. . I , , . I , . , , , . , , .: 6 PLBG-Kitchen Sink.....".,....: 4 PL.SG-Laundry Tray..,.......,.: 1 PL86-Clothes Washer ,.,.,.".,.: 1 PLBG'~Wate't' Heater.........",: 1 PLBG-Floor 51 nk/Drai Ii, ""... ,,: 1 ****************************************************************1E**************************** 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 required inspections are made. The permit holder must notify the Building Official when \'e,:tdy for inspections. Failure of the permit holder to Mtify 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 excr-eds code requirements. Any demolition. testing, or financial burden ~lhall be borne directly by the permit hold(!(, Failure to substantiate code requirements will indemnify the City against any and all reeponsibility 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 oth 'r st,tt; ell' local law regulating constructicm or the performance elf construction. . 1/12 1/ Slgn.tur.~___.__Ud.t..~~_______.____._---- Oat.: __..le..-:t..:_7._7..____________ net lam exempt from the requirements of the state cc,rrtract0)" 's registrat ion la~l, under Chapter 126, laws of 1967, , Si imature: _",""_\.,..;.~.~ )H~***.~'~****1Ht.~: r:l'..... m'; ,I, ("f."fl'l' <!"r' ,,~':;;;. ~ ...,;, I J of, \. ,i to' f \,;,. . _,j" ..I. ,_ ''''--_.'--'~---7/liJ--- '-'--'.' -....--...'-----...---". Dat: e: ----...-..--...-.--. ..-...- .,------..----.- j~*~.*.**.~* J ~ ~rClv(:~d By ~ ,,,,,...,, .".,,, .-".."..."",,, Date:l: "''',(O'',.<:~~'''".":U..,,'''~-.,, 1 c; ) ,J '. :'\\>' ~.;':\\ 1'" .~. ~~~~ . X\_, "1, J." -~::.-.J.~~ , 1) BREMER TON PERMIT CENTER 2864th Street~ Bremerton. WA 98337 Phone: t' 360) 478--5275 . FAX: (360) 4.78-5278 ,_ _,._"f.......' I : ~~._~".~1'^ ~ .~y- ~ :r'lb .Ai;:ld'f'ess:: ::~7()0 CL.AF~E: AVE 1....l:)1:::iirt;':i.cm:: Cll.,..YMPIC f~t~DJOL,O(~iY I.:> ,\" ,':. Y' '{;} :,:. C" .\.. N":: '::19 I. /, C') C') .::1..... C') C') 1 ,.." 1 l' C')~: r"!J"~ ,..':i ~ !:'l<t~ .".~ , (,) \... t:) r.:), . \.. .., , ,I. .t, , ~;.~ ; .....t", ., . ;;,.. ~ Building Permit No~ 99-0276 ~::;t i:~ t U~~l :: I SSUE:D Issued= 06/08/1999 E: x p:1. r e~:l :: 1. :;:~/O~::il 19.99 : ~ ~~ r: RE::l;;JUJ I:~E:D J N S P E C T ION S ........... :u~f.)m ~ 01550 PI....l..JMI3 I NG nf~m~ 02150 CROSS CONNECTION CONTROL. .~~:~h~'" ''') .., .. 4.." 1"3\ I'" ('" "').'1 V "I ,..,.' "1 '. " .. \;';.Pl, " ,:: ,..,..I ,J , .... .. ,;".1. C r,,, Dept= CROSSCC Division: , ~ ~**************************************************x**********************~****** 1")'[": 'F 'I ("; '1' ',. 'I",,:, ~., 1. I ..'" (,~ " l..~ "l"E::~:rn:N{-H Mw:.rt be n:lcol::m:!.Z(';;l(j bv the Wi:H:~h:i.nqton ASf:3oc:tat:i.ofl' Cl'r:: E3u:i,ld:tn!;:.1 \;. piiir n"l:;- Fj " M u ,~. 'l" h f'" n:,' q 4 ~;, .(" I". ... e.' d wit' h t h ,.,. <::' t' ::~ '1': (:;., n f W A ' .' : (~:'~",,2~~f~.t:'): :~ I, (.....:, :",..: .:It'''' ':~,:" ",,;: ,1,\::" ,:\.::~.1.. ," h ..,f,~," ..~,~.. ,.~ ,\"J.. "':)t'~l' .~ ':'" .. (.'.~. ..: '''H''~ '",,'!,, (" ....) ." .,;,. f (J.f~lNr.\ ".. .::d. d t L of W A IJ f::. p t,,, c.. I 1.... d t..kl 'f (:Hl j .I. m.l u "\' t. r ,d;,,,:,, 4 7 f:3 ..." -4 1,::, 1 > ~...- ' j I t:'''Mv~~''1 j " . .; I") , '" m ". .,.".. 1 t('.'1 '[" ~ .. I" II" ,. 'I '1"" I")" (" 'I" Y' "1 ". '\" A '7" C".. I::' ''', .,~ I:" ,I ')~.~~~:i ~k... ::~ Y b ~;" r \, l..li l ,... ,.~ d..l '" €,;., d ," .' I I ".I. ,:.'., .. L , "1' (,~~.,.. ,,) j):"::h~ .. --.'J-JA .\ -..., AI....L:"INSPEC.r I ON!::; PE:I:~F'OI:~t1E:::D BY ''1''1",11:::: c:t: 'T'Y OF' l::~f~j::::MEF~'TClN f'1LJS'T' BE:: SCF'fE:DLJL.FD TI"'II:~OUG1"'I' "thE,. ''''J''''j':'M '1' "I" ("1""td "I"!''''j'') ( ")L (')) A '7' p 1""""7" f" ':-, '~~:r" ;~.""~, " ..f :::."'i :;:.' ''\ 1.I \;;? r;) , ..." ~:,11 "'I' ~) ~;:, ..::) " , ********************************************************************************* I")" 'l I . j " 2!3~-::'" t:l ' .. (::-l'f',m 1 ,,; , 0, c e'(' '~;~, ,,,,,, \::' '1 Fl' Y'lTt. Ii '.' " : ..' '444:' , ~ .., , ,. I ... . .. ...... ...... . .... .... .... ... :' r ........ ... ................. .... .... j")"1'r"f.'^' t-.y~f) &: ..1.....,""".'''''......'''..'''''''..."/..,,/...,,....''''...,,..'''...'''.,..'''.".."."..... -r' '." ." r. ~ <~ -;;; } -"., ~'i,~ ..... " I ~. ,.f"J4-' , ' "'-" .1 ,/t" ... ''',','~''~ .< -," i-- , ,," j;' '.- ~~ " ,'. . . '1 , I. \,,' 'p' ''":::-~~......t ::~; l:~; :::r~,fJ;~ ::~:-r.:;~ :f.:: ::::: ~:~: ::;;: ::::: ::::: ::::: .:::: ::::: ~::~ :::~: ::::: ::~ ::::: ::::: ::::: ::::: :~:: ::;~: ::;:: ::::: ::::; :;::: ::::: ::::: ::::: :r.:; ::::: ::::: ::::: :;:~ ::::: ::::~ ::~: ::::: ::::: :~~: ::::: ::::: :::~: :;~:: ::::: ::::: ~:;: ::::: :::;: ::::: ::::~ ::::~ ::::: ::i:: ;:::: :::;: ::;:: ::::: :;:~: ::::: ::::: :::.: ::;;; :::~: ::::: ::::: ::::~ ::::: ::::: :~:: ::::: ~::: ::::: ::::: " , t 1~I~l=f~I=I~-I-('N 1~1=I~M--I- (~I=r'I.I-I=I~ _, ... ,... 'I ,,_... _, ,..,.1. ", ,_ 'I ,.,,, PERMIT CONDITIONS P(';'~rm :i.,t Nt): (??.'()276 Pi:'l.~~e: 1. ::::: ::::~!:::: ~::t::::: ::::: :~:: ~::: I::: ::~: ::::: I:::: ::::: ;:.:: ::::: :~:: ::::: I:::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: I:::: ::::; I:::: ::::: ::;:: ::::: I:::: ::;~ ;:::: ::::: ::::: ::::: I:::: ::::; ::::: I:::: ::::: I:::: ::::: ::::: I:::: ::::: ::::: ::::: I;::: ::::; :~:: ::::: I:::: I:::: ::::: ::;:: ::::: I:::: ::::: ::::: :;::: ::::: I:::: I:::: ::::: ::::: ::::; ::::: ::::: I:::: ;;::: I::;; ::::: ::::: Job A~jress~ 2700 CLARE AVE Af.HiH'f)6ct NOll ::3(r6600:~I'''''OO 1,,,,, 11 06 -.... · 1.,,;6cl:lit 1. cm:: 01.." YMP I C 1:~f.:ID IOI..,,(}GY Applied: OS/28/1999 Approved: 06/08/1999 Issued: 06/08/1.999 " " , , l' 'AI::):r~:l':l l:::ant:: S:!: I.."VE:HDAI.."E PI."UMB I NG . ~ Owner: OLYMPIC RADIOLOGY ",(.., "<t' I .. ("'I'IIJf'"PI'')AII''''I')I'J~ll'')'I'~I(''' ~.,OTr: THC';; err.. ..:l.. .... I:::..,,, 1"1.... :::, ""J" I' :;) ..1\ :~ .~ '. ~.;..' . , D(::'lf.~~C'l''' :1. pt; :1. on fi PLUMBING FOR OLYMPIC RADIOLOGY , ' d " ,) c{,.~:cit:Ji: :;" t (') n q :: .."..- :,~~,-.t,'l!4 ~ , .. d., ';", '.. " ','::::>. '1 ~ e~ l:~ Cl sse () N N E: C ''I'' :r 0 N CON "r I:~ Cl L. ":;::~'t;',,,,,,..... N(")"!"I:::' :' .o1 I A. 1::)t:)I~~(")VI:::'I") 1::~o("'I' "1::" (")W {;. (:. (::'1:::' "'10\ "I'r:::"::' MI )e'''I'' 1;:)1:::' ("'N "j"I'YI:::' " "" I ,"'. '." ".. ,,, .,t>. " t.,~ I'''' ..I \ 'm" 1"1 II..) ..,,) .." f. I..' '''' '. '''' ..,,) ., II,') 1;,) ,.....J " ..,. CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH APPROVED ASSI::::MBL.Y L" I S'T' AND MU~::;"r BE:: TE:~::;'TT]) A'T' 'TlH::: 'r I MI:::: or;' I N~::;"rAL"L,"'" ATIONu WHENEVER MOVED OR SERVICEDu AND ANNUALLY. TESTS MUST BE PERFORMED 8Y A CERTIFIED WASHINGTON STATE 8A~(FLOW ASSEMBLY TESTER. TEST REPORTS MUST BE SFNT TO BREMERTON PUBLIC WORKS AND UTILITIESp ATTN= CROSS CONNECTION CONTROL, ' 100 OYSTER BAY AVENUE~ 8REMERTON~ WA 9B812. ::;:~.. BU I L..n I NG DE:PAI~T'~1E:N'r:: RI:::'I:::'t::I:~~ "j"I") F:>I:::.t~)M 'I' "'" JH::19"'''('1(')':~')( .o1:~~("""'I'I' "r'!:::'("''''''lIPA"I I")f:)t-W .,. N(';,'(::' )1:::'("jP .... f:,,, ~ ~,. ...,1"" itf.,. . ,'- ,A...,(", I"'} '\ "/f" .,,, "I' ,1'\ "" ,,'\I"'J .. .;J....) I .. f' PL.l..IMB I NO F' I X'TlJRE: r~E::(;JU I H[::t11:;::wrs ANO COMPL" I fqNCI:::: W IT'H " t.H:~.C - CHAPTER 11 FOR BARRIER-FREE ACCESSIBILITY.. '''I "/..111.... 1""(")1 I (")1,1 '1' N'" ('''(''IN(1]' "I" 'I' ('~Id(" I l^l 'I"" AI ("'(") 1")j...."..'N 'Ar')I")I'~I""("'("'I""l"l lIN'[")I""I'~ ,::> II ." :::. "'" ".. ,_" " N" l'.:t M"" Il'" .. co) ".,~> "'J!"""; :!:. i"I.,,,,::).. ::, :::,f:::, ~"1"" l~ :;:..::i.~:) :::.." .,f,,~ :::, '\ PERMITS 99-0022 & 99-0256= r ~ 1 ) I'(-)MI=~"I-'(~ ~e~V'I'(~I= 'lOr) 1~?(')VTj")I= OI~(")TI=(~"I"'I'-)~1 I~Y 'I'N~"I-.o1 I .o-I-'I'~)N"" .J, ,,~.. ....~..) ,'.., ~,,)l..." .,..~ ,,,' ~" I,. ,1", .... , ,,,. .". ,,' "(,, ,.... _.... ",..) I'''i ".. ....1"'1 " t" I "OF AN APPI:~Ol')EI) 1:~EDUCE:r) PI:~I::::SSl.n~E: Of:1CKF1"OW ASSr:;:MBI.."Y or~ ASSEMBLIES AT THE POINT OF ENTRY TO THE FACILITY. WITH NO CONNECTIONS ALLOWED UPSTREAM OF THE ASSEMBLY. 2) LANDSCAPE IRRIGATION TO PROVIDE ~~OTECTION BY I,NSTAL.L,AT I ON OF' AN (.\PPROVFI) DOUBLE: CI".lE:CI< VAL.VE: A~::;~;;F:MBL,Y or~ ASSEMBLIES AT EACH CONNECTIClNTO POTABLE WATER.. ":3) I:::' 'I' f:)".:'! '1' Nil:.' 'r I:::' A.. 1;)1::>1 .\. t'" ~l::)ll:::' "1"(") I::>I:~)(")V '1'1"'1::;' 1:)1:"(")"1" f.::' ("'''I'' '1' (")N I:;:>Y '.. 'I '\f..".... ,. f.... tI . ,.., ., \..,f", ..) ,,, .... 11 .. 'IIi. .. ., .It", "\ " ..".., ,"... .., ~ iNSTALLATION OF AN APPROVED DOUBLE C~ECK DETECTOR ASSEMBLY "'!:~) {;: c"'::' I:::' M I:" I '1' "::'C' A" "I" 1:::'A.. ''''\',,1 ("'(")NNI:::'(""I"'r ("'N "I" (") 1::>(")"'" () j:;)l I:::' WA'l"r.::'I:~) tv" 1"'j.Q.,,>.... ,,) ""., J:..,...I '", \,,' ..' " ......,.. ,..) .. ,,1"'1..) ,,, ... 1;." ... " ".. ...." ''''- ""'"-,, ., ~-,.~.,. '::,~ :iJ:~v . 'tf ,-/) I:~((;~Y' m :i. t HCl: 'l(:~y' u ~\~ 03 r; . , ~ ~ :I, gl'la t IJ r f, m. .."".,..l'",. . ,.~~tP:,(... ....' .,. ..... .'" ,I Dat (~,:,~..~.f<~.f..f" ....".., ,,,,, . <~~ '.....,. ~:--. l\ ....... "". ***M~*M~*MM**~*~*H*X****W*M.*.~MH**N**N***WMIMMM*i~M""****M***%N t" 1 'f' '''\1::' j"f"I::'Mf".l':}"1 "j" ,'(\'.7"'"'' fYI" " (tll' } ,. ,,/\, I.,n I, .JA .I. M***M**M*~~*MK**~~**~X*******M**********N********KMH*MHX****M#XM HL'CE J p'! \ NHmb~,)'t ~ 5'S'OOOO?/ ()mOunt,:~ :;) r 14 ~~ ,,0 j 01/1 ;'Y99 J 6 ~ ~;,l? PBYlllrmt Metlmd~ Cr( Not[rti.on~ FUCr:: ITJ~mJ~; C1< (nit:: \,.i~1 ""'H" ""'.""" -, '.""'"",,,..,,,. ~.,...,..,,,,;.,,,,,~.,,,,,,...,,.,,<<,_,,,._....,, .H-.'...'...,....~. ,,~.\o.,..... '..... """'"'-''' ..., ...'.,. .._.",....."..,...'"~,. _,'_r' .,~"".......,,",."...""'.'~,."..-.,," ~o PE:1Y'ffi t t N(~ ~ 9?' ,O();;:~:~ Tr'Pf:l. f3t.DO l31...DG Pi;:tm l' T W/r.iF:CH/!i S 1 t: e Adell' ~;f,;it; ~ ? 11? CI. An!:: A\,.lr j i)CI:\I; 1.91'1 ': CO!~NFH OF CUiHf::: A\.,,Jf: & i IFMI JiGI":: Sl 'fota] rOaDI 5./72.06 rh'l.~s PaYI'IH::nt ;;~~t4(,.(Jt Totr.il ('ILl, !ll~\tf~:: ~':,.146,Ol n/:'l :ll:mc(~ :! a ) 6?~, .0;") . *.*~MM*~*H**M**H**********.****.**M*M**N*******.*MK*M***K*****MM f)ucmmt Cr.ld~l Df:ISCY':1 Pt: i on Amount 1.6~<J4~L!':f:,:mO (4~jB()) nUfiDINCl PL(j~J (;I'II-:CI< r}j;::s :~"H~:,,,Ol -. .",,_<>r "~~' ,. . or>. '_"" " 0" 'u,.... ("":'k"_ '-. '-" ,,, ,,, ..,,,,.,,,,,.,,,. ,", r"~'~~.,. . "'''''''''''' "....... .r'"ll'',''''' "_,,...... .. r ....,,;.>'.. ,....", '''''',r"..'''''' .,.., .........,. ,. ,. ,.... ~ \ \ \ \ \ \ \ \ / ...., j;, \ ~ \~ BREMERTDN PERMIT CENTER 286 4th Street'6 Bremertcm'6 tJA 98337 phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT App I :1. ca nt:: S I L.V[:I~DAI....[: PL.UMH r NG 69~::~""'OB40 P.O; BOX 963 SILVERDALE~ WA 9B383 Owner: OLYMPIC RADIOLOGY 692-04~O WEST SOUND PROFE~;IONAL PO BOX 319 BREMERTON~ WA 90337 Permit No: 99-0276 St at us:: PE:NI) I NG Applied: OS/2B/1999 I SSI.H:'ld :: I:::. x P :I. r (.'..)S :: Job Addr: 2700 CLARE AVE Locat :1. on:: Parcel No: 3966003-001-1106 Contractor: SILVERDALE PLUMHING 692-0040Lic I: SILVEI*220NU Exp: B/31/1999 P.O.'BOX 963 SILVERDALE~ WA 903B3. Subcont r :: " Desc:: PL"UMB I NG F'CH~ 01." YMP I C' I:~AD I OLOGY *****************************************************************************************xx*x Valuation: * Permit Fees: 160.50 Total talculated Fee: 251.83 .00 * Plan Check Fees: 91.33 Additional Fees: .00 * Other Fees: .00 Total Permit Fee: 251.03 ***************,****************************************************************************** MECHANICAL!PI.JIMBING F.IXIlIHES".m.. .PIJ3G":'Water Closet"""""",,,,,,,,, ...:_..~r"'~ PL.I3G"'"Lavatory"""""",,,,,,,,, """.,,: 6 PLBG"".I< i t chen SIn k . , , , . . , . . , , . i 4 PL.8G,'''Uiundry 'fr ay . , , , . , , , ,,~. :: 1. PlJ3G....C 1 (It hes WaBher 1 PL.BG...Water HeateL.....,,, ",..,,: 1 PLElG....!.;.loor Sj,nkl' ,n,,,,...,,,: 1 ~ILS 0~{J;.'q1 x****************x*************************************************************************** This permit shall become null and void if the butlding or work authorized by this permJ.t is not commenced within lBO days fr6m the date of such permit, or if this building or work authorized bY'SllCh permit :[8 suspencleid or aban~Jned at any time after the ~ork is commenced for a period of 180 ~ays.. . . NOTICE -It iB the responsibility of the permit holder, not the City of Bremerton or Building Official to see to it that required :i:nspections. are made. The permit holder must notify the Building Official when ready for inspections. Failure of the permit holder to notify the Building Official of rec~ired inspections may result in the stoppage of the work until such time that the permit holder can substantiate to the building official that the c~ncealed work meets or exceeds code rec~irements" Any demolition, testing, or fInancial burden Bhall be borne directly by the permit holder. Failure to substantiate code rec~irement8 will indemnify the City against any and all responsibility or liability c~nnected with the ccmst~uction. I hereby certify that I have read ami examined this permit and know the same to be true and correct. All provisions of laws and ord:i.mmces Hbvrmling 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 car~el the provisions df any other state or local law re~~latInrJ constru~ticm or the ~erformance of construction. . "'" ,t'. I . .- Signature: . . , _______~~_.~_~_.__~~~~.r___~_'~_____,~__~___~._~._____~___ [lilt e: I certify that I am exempt from the requirements of the Btate contractor's registration law~ under Sect i Or! :3, Chapt er 1 ~:~6, 1 awe of 1967" ' Signature:____________________________________~_________...___ *************************** Pf;'lr m:i. t Cent f:)'!","""'App'!" nV('-:-l(j [ly:: "..,""'''''''''''''''''''''''''''',.."".."..:''"..... Dat f'l:: Date: '~ " ",\,,1 ...... ~ '", I I I \ 1 \ 'l' ~IJ , ~;~ '1* _~.~I' BREMERTON PERMIT CENTER .286 4th Stn~et $ 8reme.r'tonl1 WA 98::'137 Phone: (360) 478-527.~,i PltX: (360) 4,78'-5278 BUILDING PERMIT ).- ~ ~'" .\ '. 1;T Job Addr: 27CH) CLARE AVF L,OCi'it :1. on:: Parce:l No ~ :~9t)6003'"'O(H ".., 11 06 Appll.l'::;;mt: SH"VEPDAI...r:: PI..J..JMI'HNG 692'"'HB40 P .,0. BOX 96:::l SILVFRDAI,[ ~ 1"IA 9n3B~j Perm:i t No ~ '. 99""O?76 Statl.lB: PENDING App 1 J f~)d ~ OS/?81 j ?99 I s~~ued ~ Fxp:l.re:H?,: . . ~ , i .. Owner: OL,YMPIC f~ADroL,ClGY c/r2""B450 WEST SOUND Pf~OH:~;iSJ()NAl PO nox ::119 Bf~FMEfnON, WA 98~l~~7 ~Cqntractor:: Sn"VEf~[)AL.E PL.UMUING t:,92"'J:l840 Ltc 'It: SJI"VE,[*;2;;'~ONU Exp: 8/~H/1999 !'I'" ~. P.O. BOX 9t~ SILVFRDALE, WA 98383 ,~ Subc:ont r : l IDf~13C: PLUMBING FCm OLYMPIC I~Af)IOI.OGY " *********************************************~*********************************************** Vi!tluatton .)t Pt~rm:l.t Ft'H~J~r 160,50 TotEd Calculated r:'ee: ;;'~51. J3~~ .00 '~Plan Check FeeH: 91 ,,~3a Adda 10nal Fees: ,,()() .,:,<;, * Othf;r F€1e~:~: .00 Total Perm:!.'!: Ft:ee:: 2S1. "Ba ,*!*.)(. ,It'~')HO('***' * ** * ** ,~,)t* * * ** H* 1( * 'It.x: 'lH~ * .~* * 'j( ')If * * 'X: * ,)(- *~, * 1( .)(: ,)(, * ,)I;.~ M' 1H{ ,x.. ,* 'lH~ 1(")( ** 'X: *.X: * * ** 1(..)1; * *.)(: *.* ,x' * .l(. *,~ * * ,)(:,~* 'x. ')1;'**'* MECHANICAL/PLUMBING FIXTURES..- PLBG-Water Closet""..".""". ~";..,,--6 Pf..SC:.H.avatory". , . . . , , . . , " , . . ,,: 6 fiLBG.~'K~tchen sink.."........: 4 PlB~~.~aun~r~ TraY....:.-.....1"::-::-.: 1 PL8G-Cloth~......-ro-....: 1 ~OOtTt~.~~.~.. %mln'~{I' ******************************************************************************************M** This permit Bhall become null and void if the building or work authorized by this permit is not commenced within 180 dt'3Ys from thc~ date of such permit J or if thIs' building or work authorized by such permit is slwpended or abandoned at any time after the work is commenced for a period of 180 days. , ,~....., NonCE - It i(l the responsibility of thl~ permit: holder, not the City of Brsmerton or Building Official to see... to it that requiHid inspectiom~ ane made" The permit holder must notify the Building Official when ready for'. 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 iI' that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne diHectly by the permit holder.. Failure to substantiate cod€~ requirement8 will indemnify the CJ.ty against any and all re~lpon8ibility or liability connected with the (;onstrllction. I hereby certify that I have read and examined this permit and know the same to be true and conect. All provisions of laws and (Jrdinances governing this type of work will be complied with whether specified herein or not. The granting of a permit doet~ not presume to give authority to violate or cancel the provisions of any other sti'lte or local law regulating construction or the per'formanc:e of construction.. Signa t ur e I.._,~_,_____.,.,_....,.__...",.__..,._, ...._..".."._."".. ".......,."'.'''._ -.t'o ."_.".".,, ..___.,.__~"... Oat e : _."..~......_.._".._........ _,__._,__,_,_.._.,.____...~_ I certHy that I Elm exempt from thc-l requirements of 'the state CClntractor'$ registration law, under Section 3, Chapter- 126, laws of 1967. c:i n1'l~hl't'P~ . 1.'.<" n,,:\+e... -', ", / , "'. ',', ,- ~0 -,' (,t':' <-:'),(' silvettiale ,pltiffitJirigf /&';J1E?,$.tihg,JDG;~ :':LETtER'OF:,:iRANSNlITTAt, '" ',- , " , .' l \ ,; . ( '_~ J ' : ,. ,~ \-<.:,', ,<'\',: " j' ,.,'" :>, ' r' L ',,1' "'.' , " ':1' -' , .','-. .. <bATE;: .May,28',199~'c: 'JQ:s::, OlYnJpicR,adi01ogy p' . RE:,P!umQing: PermifDraWipg$ I"" 'J, p" '. , " ", y: 'Restlbmif' . " J ,"I;" '\" ,.- '" ~: ',1,;, .', , " /,': , .- 1 / ',\'1 '-I.~ ,,,', ,'~ r I ~ '.' ',L " , SIGNE ' Mic~~"e~Wandk~ ,J)a.~)S~~/ lo,4'~iliera~~)6~;-884o,. ....... '", ' '1." 'CQPYiJO:;, "Y" FiI~,::' ", :;1)875'sib~'I-dd;)e::Wdy:N\N; "Suit~ " . ,^ ." '. " , , , . , " "r" .' " ~' :,,/: '" ,',> ~ <,1. , ',I"" ,1::,( 'L; " 1';, ".. ,,' '\ ,';.. " .- "),,(;,, i_I~~ri>l!~~~~ii.i;;~l!:~~~';~'i', o '. . MECHANICAL. ..... IYr..... '.' .jlLUMBlNG .1 Type of Fuel: Occupancy: Electric Residen tial Gas Commercial Oil Site Address: ~lao ~\(Lvt'.J .PN~ I -M\UY\kl_C-\-O{\ ~ qq- 00-'7-.4> No. TYPE OF EQUIPMENT No. TYPE OF FIXTURE Rfu"JGE L, W A1ER CLOSET I WOOD/PELLET STOVE/GAS FIREPLACE BATHTL'13 GAS FURNACE btu: G LAVATORY (bath sink) CONVERSION BURNER btu: SHOW'ER UNIT HEATER btu: 4 KITCHEN SINK BOILI.!R btu: DISHWASHER I I GAS PIPING \ LAIJNDRY TRAY I EVAPORA,TION COOLERS btu: \ CL01HES WASHER AC UNIT btu: ~ WATER HEATER ! HEAT PUMP btu: URINAL REHEAT BOX btu: DRINKING FOUNTAIN I AIR HANDLING UNIT btu: \ FLOOR SINK OR DRAIN EXHAUST FANS SLOP SINK RANGE HOOD (residential) WATER PIPING & ALTERATION RAi'JGE HOOD (commercial) GREASE TRAP /IN1ERCEPTOR CLOTHES DRYER HOSE BIBBS INCINERATOR LAWN SPRINKI-ER SYSTEi\1 DUCT .'\LTERATION SWIM1vfING POOL TANKS type: BLDG. SEWER: (mobile/moved house) REFRIGERATION UNIT ROOF DRAINS OTHER: \ OTHER:\jW 9QJ(\ ~Nur MECHANICAL FEES: PLUMBING FEES: CITY SURCHARGE: TOTAL FEES: APPLlCAN1"S SIGNATU~ (' J.. 0 i ~, ~ xl) hATE: 5[.;) 'I H'1 I I d~ I t.. ~S> ,-..\-..r ~ . \"" A'" 1 . 1 A l' " 'r' "~:~~''l"r t" ..... . ~~..II -.1t " ',,1' \1f:' BREMERTON PERMIT CENTER :2fM 4th St:n::Nf!t J Rref1U;'H~t:c.m ~ ~Jtl 9f.~a;1.7 F'tUJl1f.": (::'MO) 47B"-'5::'::'?',~ FAX:: (::"~60) 4.7't.1'-52'78 8UIl.DING PEHMIT J06 Addr: 2700 a ARf AVE " 1,ocet 1.on ~ PcrrcEl:! No ~ ::37'~~6003"{IO 1 ") JOt. (ipr,lI, leant: SU"I"JEIWt'4LF PLUMHtNG f,/J:2".HH40 P "{),, BOX 963 ~) J L~/FRI}f" E, I~A 1)B38::J Permi t t~o~ 99"'O?7{~ St H, {; ~!.Iii:: PEND I NG APplied: 05/'8/1999 I ~:IGtHKI ~ Fxpi.res: Owr$~ei": OLYMPIC HADIOI,OGY 69;:;,"H4:~\O WFS'[ :~;OUND PHOITSSJONAL PO BOX 319 nHl:'l'1FfHON, tAlA '1hi::!~:l7 ContrHctop Sn.vEf~DALF: PU,ltmINCi 692"..f,B40 t, i C iI':: :, If ,VE:U!):?;>.ONU l::xp: B/:J:t/ I ~~99 P ,,0, nox 96;:1 ::; J l. VF.:r~f)F11 F. wt.\ 9B:~I~~ld iSubcontr: J"j~::~~~~' \hi:H~C;: PI. Ul'IB J NG F 01< 01. yr,1P J C HAfH Of. OGY .~ '),"-V: *************M**~**~*****************~*****~****************~*****~***~******~****~******x*** I $atual;i,ol'\ .)1\ " Permit Ft~t:~l?<~ lMLSO Total Ci;llclJlat('~d Fee;; ?51. ,,8~~ , ,00"; PlMI Check rf.)f~f,~: 91 .~~a ~l(:Id:it;jor!fl.] fee1:3: ,00 .)l; Ot!H~\" F(~Jf.:!$: ,.00 Total Pf:~rm:ll'; Ff!= ,J '.!.~=:il ",:3 ~HH';1NHOl',~**:!<';OHf lHHt (I("* *~ 'It**.>t** *:IHHBl l'i')HH~ X***,IHf')OH( 1(")( 1(: *')HHHH('l'i'~l(****)( ** ~H(** *l<!!L~*-"re* 'X'w.tf1' ~ ' .1('. ' MEC~~t~,~:;~t<PI.;!r:1B,ING FtXTUr~ES"'~ pI.B~~Wate~ CI~ltl~t: , . ,.. , ." . ."'.: () PLB~~~~,~: :::... "" . , ., .: 6 PLBG l\ht.hI'J'I ,~lI1K......."..... 4 PlBcH,31lndry rr<<\y"".."...". 1 ~c!otheQ ~ja..lhe" ..........~ 1 PLBG-ftLE~"''': Ps;' Slnk/Dr.in./\, t ~n 0J~91 \: ~.~, <; ')(\'l(,~*1{, ~')OHHCi' l(.)~~ \lI:*'~')O~ If\l( :.o:"iI{.'*')HHHOHHBHH~')Oo/:10f*'lOHOH~*:l(,*,)(.?t** W . '; 1(*)t 1+ ~ 1(, '.).f *'~')H!; **llk-lt;Ij('!I(''ll'';( 1H(-,~" "lH'i-' ,-" '; 1( ,x'tJ 'II . fhis permit l~hal.l become null and void if thE! building m work au, or :.,pr.' ~'f 01 ;t~ penlli~ ~not COlthTiEHK:€.) within ' 180 days froP,l th" date of such pE!rmH, or if thIs buildin9 or wor! authorized by f:~uch permi~' is f~ .lspen~~d 0;0'" , ,>-, abandoned lit any time f71fter the work 18 commenced for a period of 180 d~'YB~' / ~ ('V V _~+- -4oL j NOTICE .," H: is the resPoillHhil1ty of the pennit holder~ not thr. , ,; t)1 nmrHI;OI'lOY' Building Offi.cGffosel~ 1e;,CO"\.., to it that requir~Jd loBpectl.ons {:,tre made, The permit holder rous: notHy thE! 8uildin{1 Official ~.Jhfin roady for inspectiOl'lrl. FailuY'f.! of the permit holder to notify the BU~.'l ;, 19 Of~fiCial of \"(:tquifed ir!€!r~ctjon$ may'(.":~:J" ~ ' 1.n the stoppage of the ~~ork until. such time thilt the permit rlr,1):!{An~tantiHtl{~M:.I\Jui (dfl. (Jj'flCli'l , t hat the concl~t'lled WOT k meets or exceeds (;O(lr.~ requJ. rements. t~n~ ~mb i tlon, trJSt 1 l'l9, or f.l nanci al burdrm t~hall '""- be born!'.! d:ir€!ctly blt thf.~.P.I~fffiit holder, Failu.rf.~ to BUbstant!l,te COde.glqldremf~Tlt(1 vJilJj1ndemnJfy th€'tf.W_~~~' 89c.linet any IJnd all re~.)ponsibi1 ity or Habi lity connected wiD ~vrpi<.u(k1()fl. - ~.eJ2-\.-Yv-r ~, he:eb~ cf:.r~ ify that I ~a~'e n~~d and e)(a~ined th!s permit ~~ld .\mo\oJ:h: Slll'll? ~ to ,b,e true ~ All , provlsi<..ns of laws and ordinances governing thit1 ~ype of wo) i< IH.ll be !.omplwj wIth W,hetlt~X ,,,peclf, ,;d f\eZJ.l)~ or not. The gn:mtintj of a permit doets not presume tel give ,~uthodty to \'!iolljtt~ OJ cancel tlw~ro' ~dl)f { any tither ntate 0'1' local law regulating construction or the pcrformanc:[~ of const'i'llctiQn.. ~ ";t,,' S i grla t ur e : "'.......___ .....__.................." ......"~...."...._......."'~........._~,\'t~......,"...""..~"....~I,,....\..'....,~...:.n-......J(II'....r~).~~~. ."'.'n~QtI...,_"IU"MIltI '~Hr," Dm t ~ ~ l~ "''\I'I~l~~l\GJ,~..,~U'I:J!<....~~:>~I'''''.''>'':j..I''!~./I','H,y, ~~fllof:llllRl...,lVl' ",\,u,_"';''''f>~'_'~''' I certify that! elm exempt; from tltt? requlremente of HlI~ -\\Itate contractor's registrat1r.m levJ, under Section 3, Chapter 126. lawf;l of i.9c!i'. Sf gnat U1" f;: '" _._,_"."." _~, ~"._'.'""~, ,"_"__~,""..,_,.,~_,""".,..,~"",.....__..",."".",.,,_,_...,,,,..',=.~.:...~.... Oat e: ..... _~"''''.M_''.''_''_" ",,,,,,,__...,_,,,.,, ..,_".._,~____ ****M**********MM********** /'l~rrm)t Cf)nt:t1'r''''ApPYnv(:~d ny~ \)aU~;: i j *M.MMWH**********MM*M**M***MM****************KM**M****"MMM***M** HECF1PT *M*M**M~***M*MM**********N*****.*MM***K*M*M***.**M****M********* HECErr::r!" l\jumber~ 99000484 (~mount: nil"H~1 06/00/99 It:.r.~~() Plil.ymr.mt r1(:~thod: CK N(.)ti~t tun: !rn,V PU3G Init: ~ I,JIAI P~~r I'll i t No ~ 99'''''O;U (~ TYPE-;) ~ M/P Pl:1.'rcr::lJ ~lo 1, 39f.j600a'''''OOl'''''11 DC, sIt e Addr (;H%~: 2700 CLA1~E (WI:: locf,*tJnn:: OLYMfiIC RADlOI"OGY ~1r:::CH/PLGG PF:HMl r Total Fees: ?51.BS Thi.e Pl:~'ym!~mt ~:;~:ll.H:j fotf.d. ALL. Pmt!:1:- 2::it J33 Ha lance t ,O() -l( ~~* 1/.'~' *"j(. ** ~I **11:'1(11: *X' * li: * -)( * *:~ 'tI:;oI; ~ *-/t ,)(.*,~ *11:-* * *~ )()(''It)l; )(--i( *~ -*1* -)I.' :>1: x.)t * 11: ,'* 1(' ** * '* ~~)1\' ')Hf Ac:cwnt Code Dei~:lCY jpt 10n 14mount 1. k<34-~5, l:l300 (45HO) i3U I1...D r. NO !'L.AN CHECI< rEr:S <1 1.,3;;; I L ",..';1':',1";) 1 0(";> i' ,')r;. 1 ~~ )' 1:>1 \ 1~1I':1 't r.I(.' f)r~f'llvl ~"l'- f:":: I:: I~' 1 ! ") l:' (\ ,"'~. ...../,.j(~.', h,', Ii;ll ,\,;J ,..,f' _ ..t. 'J ~ ~" \f:J- t "") {..)~ 1<_.),1 ('\>& ~) f', , I - "- "- I 3" 3" ViR I '-,I I' , I "-, 2" f' I I i' I I l~r ') , I 2" I LA\} 1 \~~' we.. I I I ...'" '" ,. ~ "", ..........., '~ OfyITlPic Radi,ology 2700 Clare Ave., Bremerton Piumbing Permit Drawings May 28, 1999 Silverdale Plumbing & Heating 11875 Silverdale Way NW, STE 104 Silverdale, WA 98383 ~ 11""'~ \1.- l "..........,'-' ''-'~l ~ /~/./....// - -" 4" -" ,~J <'.:,-~ " .,.~; . . ~\ /' / /' -'r ,- // /.- I '/ / 7.,\ / ~ S\"'(, .... .. ...- I ,//~,. l~ ,. / /' /,/ '" -" ... ,- / ,- , ~ ~ I I~ I I I "".t,. :/ 3" J t\\ ~ -"""~ 'P'--. O\~~~\c- "R....d \ 0 \ o~ '\ 2.' \I \ '? . /1 ....- I ....- / / f \W' IJ\~ . I / I f ....- I / I ...... f \'l.'A ) /-,..:.1 81 ~ $\~~ I 2" Olym'p'ic Radiology 2700 Clare Ave. I Bremerton Plumping PermitDr~wings May 28, 1999 t...~\~ . ~jfverda/e Plumbing & Heating, "11875 Si/verdale Way. NW, STE .104 I Si/verda/e, WA 9.1383 / / /' Olympic Radiology .Fixture Schedule 6 P-1 .Water Closet Flush Tank 6 P-2 Countertop Lavatory 4 P-3 . Stainless Steel Sink 1 P-4 Laundry Sink 1 P-5 Hot Water Tank 1 P-6 Floor Drain 1 P-7 Bed Pan Washer 1 P-8 Automatic Washer Box . 0 \~'N'\~\C- \<'wi\o\o~~ 7." V\\<- I ~ ~Av j21.i"\ ~ // 1\ //~ 3 / /? .// /",/ S \ >>\'.. e 1\ .// -3 ./ //" // // // /' 3~~ . '... i I I A f ,.,./ I .-- I w.e.. ~ A.W ~ 1 ,,~ .v '" I I I \ \1-(\ ""Tn... . j 't' I ,.... @ I / 51tJ~ ( \\ \\ \J\ R f \ , (Ui\ i\ vIR. f "-.... c: j ~.,~~ ~~ " "'-., ""-2\\ ~", S\N~ "", '- ~i '~ I \l~\ VI t e~t;J I Olympic Radiology 2700 Clare Ave., Bremerton Plumbing Permit Drawings May 28, 1999 Silverdale Plumbing & Heating 11875 Silverdale Way NW, STE 104 Silverdale, WA 98383 . . .f~ -;:;; J<r-; ....~- -- . ,e,~::=;.. 3ZaIl.& ASS 0 C IA TE S, INC. '. 'I~ ,( . .'- ' I"" . GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION ,-',. \, July 9, 1999 .,. . .< RE: '"' Compression Strength Test Results '. . . Olympic Radiology Bremerton, Washington KA proje~t : 066-99093 . ~ .~~ ('~I . ~/J~ ,'/ (/)~ . .. 7 6>u <9.6 -{ .,,-.pi . ~ ' ~a ' r~ u h '~/) ~Q"'~~ '~Si9 ..@ . G>~ /?l'Q ..~ . ~1>);; q; . . ~&, 'y/, 'r, . ;~ . ~ . Mr. Gary Durday WEST SOUND PROFESSIONAL PROPERTIES 13360 Lester Road NW Silv~rdale, WA 98383 ~;.y' ". Dear Mr.. Durday: . Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any. questipns or if we can be of further assistance, please do not hesitate to contact our office. ., ..' , " ~. . . ; Respectfully submitted, .... K~~;tl!ie::7INC. JeL~lI~owers Col1struction Services Manager Poulsbo Division ;. ..' Enclosures JMBI trg '~~dW@F;BRlM1RjfQ~Q~,i1Mi:~~S~l~.~pB~26::-,:7 KITSAP READY MIX - Mr. Darryl Lindsley " -'.:-" .' ';'. " With Ten Offices Serving The Western United States 383 NW Equestrian Drive. Poulsbo, W A. 98370 . (360) 598-2126. Fax: (360) 598-2127 . Krazan & Associates, Inc. 25418 74th Avenue South, Kent, WA 98032, (253) 854-1330 p """ proje,~t::~.o. · 066-~~093 Weather O'cast .' , Pour Date Report No. Cyl. Code P571 ,. Jurisdiction Bremerton 5-12-99 001181 ." '; proj~~t OIYr:nPic Radiology ',. Location' Bremerton, WA ~ - ~~ ' '" 'j , , '.: Client WEST SOUND PROFESSIONAL PROP. Permit No. 99-0022 Engineer JONSON & ASSOC. Architect RICE FERGUS Contractor WaQe Perrow " , Field Data Site Mix ....", . Supplier Kitsap Ready Mix 4 r " Plant No. " . Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other .,; . "' Conc. Air Temp. Temp. Unit Time. . Truck # Ticket # %Air Slump (F) (F) Wt. 12:50 215 ,47942 6.0 4.0 62 54 n/a ~' i '. jr Placement Area' F09tings ' , Walls X Columns Grade Beams Slab/Deck Slab Pilings Other Grids RETAINING WALLS PER C, S-3 AND MASONRY CANTILEVERED RET. WALL PER B, S-3, & STEM WL '.'. Remarks RE-STEEL AS PER APPLICABLE DETAILS ON SH,EET S-3 & S-1 OF APPROVED PLANS. i Inspector Penn Seely Reviewed By Laboratory Data Cyl. ,Test. Field Code. Date Cure Age Dim. . P571-1 .5/19/99 7 6x12 . P571-2 6/9/99 28" i '. P571-3.: 9/9/99 28" -: '" , P571-46/9/99 28" "'P571-55/17/99 5" P571-6 P571-7 , P571-8 Design Strength 2500 Wt. Max. Compo Lbs. Load Str. (psi) 101140 3,570 130540 4,620 126370 4,470 133290 4,710 91440 3,230 Area 28.33 28.27 28.26 " 28;29 " 28.29 ",Remarks,' :. Re~ul" Rev.iewed By 9/!~ . . Cod~for ~~ak Types: ,. Cone l8J 2. Cone & SPI.IAI Reported Batch Data Cement Type I1II , Design Actual 4000 M3055 518 Mix No. Cern. Ibs. F. Ash Ibs. C. agg. Ibs. C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1910 Water 1357 18 GAL. 30.2 oz. Admixture Polyheed Other Air Ent. (ozlcwt) 5.10Z Water Added on Job (gals.) 14 Items Inspected X Conforming Non-Conforming Date Specimens Rec'd. 5-4-99 Tested Break Test Method Set# By Type RM 3 ASTM C39 PS 3 C-1231 PS 3 Other PS 2 RS 2 Compressive X X Flexural Test Results X Conforming Non-Conforming Date Reviewed 3. Cone & Shear 0 4. Shear 0 5. Columnar (Spl.) ill] ,Kra~an & Associates, Inc. 25418 74th Avenue South, Kent, WA 98032, (253) 854-1330 ':, Project No. 066-99093 Cyl. Code '~ > P584 Pour Date 5-24-99 Report No. 2324 WeatherSunny , Project Olympic Radiology Location Bremerton, WA Client Jurisdiction Bremerton . Permit No. 990022 Engineer Architect Rice Fergus Contractor WPC Field Data ,,' Site Mix Reported Batch Data Cement Type 1/11 . Supplier Fred Hill Plant No. 4 Concrete Prisms X Mortar Grouted X Grout Flex Beams Design Actual X Ungrouted Other Mix No. M2565 632 % Air Slump 8-9" Conc. Air Temp. Temp. (F) (F) 64 81 Cern. Ibs. Time.. Truck # ; Ticket # 11 :00 44 48434 Unit Wt. F. Ash Ibs. C. agg. Ibs. C.agg.lbs.2 . C. agg. Ibs. 3 3/8 Sand Ibs. Water 952 2291 25.5 gal 320z Placement Area Footings . ' Slab/Deck Walls X Slab Columns Grade Beams Admixture polyheed Other Pilings Other Air Ent. (ozlcwt) Grids South and West walls to 3 course over doors wlc .45 . Rema.rks Placed via group pump; HF vibrated; reinforcement in . accordance with plans; sighted engineer's review . . stamp on shop drawings oro 16 April, 1999 . In~pector .... B. Hughes Reviewed By Water Added on Job (gals.) 70 Items Inspected X Conforming Non-Conforming Laboratory Data . Cyl. Code P584-t ". P584~2 . P584-3 P584-4 P584-5 " ",' , , , P584-6 P584-7 . P584-8 Test Field . Date Cure Age Dim. Area .6/1/99 8 prism 73.63 6/21/99 28 " 74.08 6/21/99 28 II 74.25 Design Strength 1500 Wt. Max. Compo Lbs. Load Str. (psi) 1701909 2,310 174830 2,360 173420 2,340 Date Specimens Rec'd. 5-26-99 Tested Break Test Method Set # By Type RM 3 ASTM C39 ksm' 3 C-1231 ksm 2 Other E447 Compressive X Flexural '. Remarks Re~ultsRevi,~wed By Test Results X Conforming Non-Conforming Codes for Break Types: Date Reviewed ,. Cone ~ 2. Cone & Spl. [AJ 3. Cone & Shear 0 4. Shear 0 5. Columnar (Splil) rn ******~*******X**MX**~**~****~*M~**~**M*MK**~~*X**~~~**~*~~*~*~M* C:r T '( OF Hf<F f'1!: fHOf'..j r,~I..Cr J P'T ~K***~*X**~**M*****M*X~*~~M*~~M**********~****~***~*~*~~****~x*~ F<rCr:: fJ'j l'Juml::H:)'(:: 99000;':'4C 11!'i'tC\unt: ~ 3 .f:,?6 ,.Ob O'::I/?6/':"';~ J.I!:: 1? PH)/ftH:,mt ~1((d: hod ~ CHr-:Ct< Not: at: ton:: l"tr:~::; r SOl/NO 1. (L:::~l 'l: n l t!: rrl) fJ~:fl' nl J t 1\1(\ ~ '1J(~1"'OO::::~;'~ 'I)"pe:: 131,.DG Pl::l,rct:~J No:: :J'~~6600:::l' 00l,.ljr)6 ;';; t '(; t~ (')ddr (..H'~~:; ~ ;:,: /OG CI..I"jF!F: I:')VF 1..Ot;E'it Jon~ OJ..YMr).l C f<t~I.)),OLOGY BIJ)f:i PI :J~f1 !: T \.Vf'1F:CH/P 'l' ot a .I r ('If');(: ;: b , '/"'/2 , 1,1/, 'I" h 'I. ~,j P fi/ men t ;:) .J. ?i:~, OS '1 Ol.:t:i 1 (.~tI, L Pm t n :~ b, I' ,7 ::~ ,Ot'1 Aa]ance~ .00 ~**M~~MM**XX******H*MM*****X***M**M*M**~*MH**~****X**~**~~~***x~ Ac:r:;c)\ mt Cock) DeoG\" :1. pt :t on (.)mou nt l' "'1""'''' . "'C' 1 {' ",',1".',\11) I',~, IJ'YII')'J",l{'''' !."'I,,','I":~M I' .,. 1....r.',",I',',.'.',". ,.., "'("1 1"1' ,I, (;) ,,' ,:~ .I":~ ..::: 11 ! () J J, \ .<I.., A" . " .5 ,. J, ,,"'~ ,rlof ~t ". f' . ,i' _, .; ~ ~;;~ II .: ~ ~,J <. ",) ..': :::l4' ~:'l4:,l ,,/1006 (1)',/ J 0 ) ~:;'T OlU ADttl';'IT'W; ;'~no , DO t? ",'1"1,'" ,.'iOOI.~, (44,';"(:,) IIYDI~rlN 'I r<F::I.! J::crol~:::; ";:'(,1" O(J {..-i:;i ~,\~17. 1 :~! ( O:?::l!~, ) !:;'! tin:: OF frJ() Gl..n~r:;IIN<(1I' 4 ,,~;I() 0-~ ';"" ~~ \ { .'~ 'i . '\ ,1>. \ v ~" . ,:" BREMERTDN PERMIT CENTER 286 4th Street ~ Br-emF:'H-ton~ WA 98::.:/37 ----r-1'T"'\'" . Phone: (360). 47t.~-5275 FAX: (360) .478-52:78 ~ .v~ BUILDING PERMIT ". ,Job Addr ~L.AI:~E: AVE:.' . 1 I ' ''', 11 ''', ("'I AI.:ll.... AI )1.... ((.., ["'j':lNI.ml"l [..)1.... [.., I AI...j.... A V r.... & II '....MI (") "'}' ''''J'') ...t.JCi:r;lon:: ,;:" ...,::. .,...I"n:::. ."'/\ :::.."h :::.', .... .,....I"d:::. ''''1 C''':::. ,....L'\ S , PEtrC(;':')} No:: Applicanti WEST SOUND PROFESSIONAL PROPERTY692-8450 PO 80X 3l98REMERTON WA 98331 Permit No:: ~:;tatus :: Al)p 1 i ed:: I sf:;u(::'ld :: {': x p :1. f'(''.'lS :: 99 ..:. 0 0 ;::~ ;::~ PEJmING 01/12/1.999 Owner: WEST SOUND PROFESSIONAL PROPERTY692-0450 \ PO BOX 319BREMERTON WA 98337 Cont r act or :: . L. i c :11::: I::::xp:: ~::;ubcont r :: Desc: NEW DIAGNOSTIC RADIOLOGY FACILITY (APPRDX 9900 SF) ***********************xx************x*xxx**xxx*x*************x*********x*xx*x***X**X1******** Valuation *.. Permit ~ees: 8u801.55 Tbtal Calculated Fee: . 5~772~06 687,357.00 * Plan Check Fees: 2,146.01 Additlonal F~eel .OJ *. Other Fees: 824.50 Total Permit Fee: 5~772.06 x*****************x**************************xx*******x*x********x****X%*x*****x***~*******x~, MEC~ANICAL/PLUMBING FIXTL~ES-" LtC F\LL r . VI l-l?:> '>1 \ / ********************************************xx****xxxx*~***x*x**x***x*x*~*****x**x***x~*xx*** This permit shall become null and vbid if the buildi.n~J or ~K}ik i~utho;\il;fSd by t p~ffmit t~.: nrlt ~~c~f;jm~nCejd ~Jtthii! 180 days from the date of such permit, Dr if this building or work authorized by such permit i8 suspended'or abandormd at any timf:.J after the work 18 commenced for a period of 180 clays. . ~"""''''''t'...!::u '!'~ I t! ,~"olt r t~ IJ I 'J I ~.I ~l f' , 11 II f"f~' 1'1 i'~UI.i.V.;... ..,:H, J!f~ n~Bpom,.tdl1l.:y I)',' ,,1(;) permlC nOH::er; no'" T:ne c:lty 0:' Brem~lrt:()n or t'lullcd.n(;! O','lCla! to' see to it that required inspections ar~ made. The permit holder must notify th& 8uildtll9 Official whan ready for 1 Y<isn~~("'l" 1 ()rl~~\ . F"i '11 '! I ; Y' r~ I'" f ,~, ~'l'~~ t')(,7~.r m ,) .1.. f"'C' 1 (,Ji:~Y' 't' 1'" l"If" 't. 1 .r.: ~I t \'Ir.i.\ r;'!! ~ 'I 1"'j .1 'tlf'1 I.) ,r: J": ,; "', ~ ,~, '~\ ,~~ 't" ''ji'l' , ,: 't't;:"d .: ""~~~;"~I:~;I".j., 'I ('\1"! \~', /"'! ':~ \t ~ '~(,"l ! '~ ~,. ...1.....r,I...I/... l..~d ,i, .1.1".1.,,,> ",,1, \f!\". f"" lJ,I/ 1"1,~,h,,.1 \~II",I,,~fl 1\;;. dl.f..l.,L,..IJ'II~,f .!I,~t#~t..J, L" 1t......'IU..r,.\.'.\n~ JI!'L+'~'\~/~~'''~II''''!- 111(,.1j 1\,.\,.)l,.).,I,l", in the stoppace of the work until such time that the ~ermit holder can substantiate to the buildlna official ~ r , ~ that thf~ concealed work me;:~tB or exceedEI code Y'C~qu:lrementB,' Any demcdHicm, testing, or f:lnanc1al bUnjEm f:lhall be borne directly by the permit holder. Failure to subBtantiat~ code re~Jirement8 will indemnify the City against anyland all responsibility or liability conn8cted ~ith the construction. I \.11'''Y''''I'')y ..../.",..".: f'y '1"\'1::1"' ]' ~'I'''V':;'' Y' f:., "I'" "'1')(.., ';"X'I""j"'I">('! 't~'ll'''' I"H,"'r'ml'4.. ""I('! 1.-1'11'1'" 'I.fl,;:., ""'1m'" 't,., hI" "'V'I'~'., '''rFi !,,:f'J"'Y'''f','I. (.,'( 1 I ~. \,.." t......1 1,,/. . "I.., l, ., I (i t" ...t,ol..1 ~1 .., \,,. l,ill..l ['n I. I,' "..., , ,\1 l,;l.! ,I i\, ..IN vi \", I"U, 11\3' \". 1,,1~. \'1"'''''~' t-,4"I"f .~,! \~.,,,I,, ~ l~. " J!: 'I ! - , I ~ '., 1" I I j" 'j i 1; iI" ~ I ~ ' i'" I ; r I PI'ClV.l.€~10nE; nl JifivJt3 r.'in(j .GY'Uln[inC(~~l(~ govEzrnlng '\:nl~~ 'l:YPf.': Cl' WOY'K W~, . J. 1:lE! comp,!, 1(~( (AJll;rl WI1(,~'CI1f,~r SP~~;lGJ, rl~~CI nc':re~:;,n or not. The clrantlno of a cermit does not creaume to r.!llve authoritv," to violate or canGel the t,rrovialona of . '" ,:;J I I " any oth~r state or local law regulating conBtru~tlon or the p~rformance of constY~ction. ~; 19 na t u r e : ..m ..... .... ....... ...,,,.... ..... ..," "..."... ....". .'" ."".... ".. ......." "'" ,... .,. ,..,.. "... '''''.'' ".".. ...".. "". ...... ... ............."._"...... _...__.:.__ Date: I certHy thri'l: I am exeml:)t from the n'::quirements of the f;t;i'ltE~ CiJlrtraC'tClr's req:istration law, under Section 3, Chapter 126, laws of 1967. si'mature:_______________________________________...____________ Date:____________________._._________ *x*x*x*xxx*x*x******xxxx*** IJ(~~mlllt (~(~Plll.aY--~I'DYnvArl 8y: Date:_________________ ...! , ,,~I "f..' ! I~.' I 1"'1 "r I" ".. ,. "." "'" ,"" ",,'" " ,,'" "'" 0'''' ,"" "," ,,," "''' ..", "'" '"'' . ~ ~ , . t! .. ; . " BREMERTON PERMIT CENTER 286 4th\Street, Bremertori, bJA 98337 Phone: (360) 478-5275. FAX: (360) 478-5278 BUILDING PERMIT Job Addr: 211.2 ,CLARE AVE Locat ion: 2112 -CLARE AVE (Cm~NER OF CLARE AVE & HEMLOCK ST) Parcel No: Permit Na: 99-0022 Status: PENDING Applied: 01/12/1999 Issued: Expires: Applicant: WEST SOUND PROFESSIONAL~PROPERTY692-8450 PO BOX 3198REMERTON WA 98337 Owner: WEST SOUND PROFESSIONAL PROPERTY692-8450 \ PO BOX 319BREMERTON WA 98337 Contractor: Lic :jl:: Exp: Subcontr: 0esc: NEW DIAGNOSTIC ~ADIOLOGY FACILITY (APPROX 9900 SF) ~******************************************************************************************** Valuation * Permit Fees: 3,301.55 Total Calculated Fee: 5,772.06 687,357.00 * Plan Check Fees: 2,146.01 Additional Fees: .00 * Other Fees: 324.50 Total PermitJe.~: 5,772.06 ***********************************************************************~*******~ ************ / MECHANICAL/PLUMBING FIXTURES-- /~ bLU l\[ ~ /cc~ F~L6 l ~l~ -q1 // ;I..)t.X * * .********.X * *.X ** ** * ,)(..x * **.x.x )(..)(.)(. * 'x *.X * .)(.** .x*.x **.* *.X * .)(. *)(..*.)( * .)(.***..)( .)(. * 1(..)(*.)(.. .. 1(.)(.X,)(, . ~~ 1(..)(.)( *.)( ,)(..)( .)(.1(. ,x )( 'If.K .J(. ihis permit shall become null and void if the building or work authorized by this permit is not commenced within ;80 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 th~w~r~...~.~_c?mmenc~d f~~.ap.eIiod 9Ll?Oc.l9Y~.,,_...,-;_ r~OTICE - It is the responsibility of the permit holder. not the City of Bremerton or Building Official to see to it that required inspections are made; The permit holder must notify the Building Official when ready rOi inspections. Failure of the permit holder to notify the Building Official of required ir.spections 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 substantiat~ 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 other state or local law regulating construction or the performance of construction. Signature:____________..________________________________~____ Date:_____________________---------- ! certify that I am exempt from the requirements of the state contractor's registration law, under Section 3, Chapter 126, laws of 1967. Cignature' , Date: ______________________ ~~\~-)(')(~.)(.~..~**-*.**'**.;*~~-****-****~=..7\"---'---...-~---- I '-~---I--;.-: Lu I.~~ C~,\I\)"'- ~ \. .. .t- (' ~. t '.....:A ')) ., '''d Ely :~~ Date: ......'..... .~..... ...\..'... ...... .. '( m 1. ,E. Tl el F. r I OVL , ............." .......u.."".."................ ) . 1\ , Job Addr:. 2112 CLARE AVE Locat ion.: 2112 CLARE AVE (CORNER OF CLARE AVE & HEMLOCK ST) Parcel No: BREMER TON PERMIT CENTER. 286 4th Street, Bremerton, ~A 98337 . Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT' '!Orv1 fRA-Tl B,.fD. ~S ~( ~ ~ "" Applicant: WEST SOUND PROFESSIONAL PROPERTY692-8450 PO BOX 319BREMERTON WA 98337 Permit No: 99-0022 Status: PENDING Appfied: 01/12/1999 . I~s~ued : Expi res~:. ~~. Owner: WEST SOUND PROFESSIONAL FROPERTY692-8450 , PO BOX 3198REMERTON WA 98337 ..~ " ((..- ~PD Contractor: Lie #: Exp: St:.!bcontr: Desc: NE;"I D I AGNOST I C RAD I OlOGY FACI L. I TY (APPROX 9900 SF) ~**********~****************************************************************x*xx**********x*~ . Valuation' * Permit Fees:. 3,301.55 Total Calculated fee: 5>>772~06 687,357..00 * Plan Check Fees:. 2,146.01. Additional Fr;t$: /or' . . *.' Other Fees: 324.50 . Total Pe'1"mit Fee: 5,J72 ,06 ~x**********************************************************************************,******** MECHANICAL/PLUMBING FIXTURES-- F~LL l ~l~ -11 b LU Ltc r CC~ ****************************************************************************************x**** ;his permit shall become null and void if the building or work authorized by this permit is not co",mMc~d within 180 days from the date of such permit, or if this building or work authorized by such permit is suspended or 'lbandoned' at any time after th~ work. is cO!'lmenced for ap'~rio9.9I.l$Ougi;Y~._. 7- ' , . -..,. --~ -~--.--'--~-<. .. .. .~- NonCE - It is the responsibility of the permit holder>> not the City of Bremerton or Building Official to see !.:O it that required inspections are made. The permit holder must notify the Building Official' when ready for 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 concea led wor k meet s or exceeds code requ i rement s. Any demol it ion, test i ng, or f i nanci a 1 burden sha 11 be borne directly by the permit holder. Failure to substantiat~ 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 other state or local law regulating construction or the performance of construction. ::; j. gna t u re : .._________________________________________________ Oat e : _______________________________ r certify that I am exempt from the requirements of the state contractor'sregistration law} under Section 3, Chapter 126, laws of 1967. . Signa t u r e: ____.__...__________'-____.______..,-_..._____.__.__._____...____ Da t e : __________.________ _____..___.____ ^~************************* f) . t C' r' t . r Ar' prclvoc'j rly" Dat e :.......................................... ,; I;:;lrm 1', ,e 1 e -'-. r.l \.'" [: .................,........ ... -< ;";7 , ~ BREMERTON PERMIT CENTER 286 4t h St 'f'eet" fJremertOTJ 7 I;JA 9B3a.1 Phont.): (3lJt)O) 4.l8--5:2.75 Ff~X: (::'-160) ,478-5278 BUILDING PERMIT Job Addr; ~::' 11? CL AI.~I;;: AVE LOGi;~t 1. on:: ? t 1.? CLAr~F {\VF (cOr(NE/( OF C/.AI(F iWF: & HFM/.OCI< ~:; r ) Payce] No: Dwner: W::ST SOUND PHOFE::SS r DNA!. pr~OI)ERrY/)(r;~~. 'f34!::iO PO BOX 319AREMER10N WA 98337 Permit No: 99-QO?? ~.;;t;t.1tus: PF:NOING Applied: 01/12/1999 ISHued: Exp.i.rf~s:: nre exting u;sher plan will be required Y'iith this project, to t:omply with UfC standards. f':lppli.c::i.mt: WeST SOUND PROFE:S~':;IONAI.. PI.(OPF:RrY\Sl;~?"B,tS() PO BOX ~l19nHFMFRrON I~A 9H:~.l::P I::ont r i'ict or: r:;ubcnnt r ; " Premise Identification required to UFC and LMC slGndards, 6 inch min:mu:n. U. C it: /;:::xp: Knox box. key lock box required 10 UfC and BJ\\C stanC:ards. Df:S'iG:: NEl~ f) J AGNOST J C r~firH 01 OGY FAC HI r Y (APpr~OX 9900 Ell. ) H)'drr I1t~ require Str:rz adnpl rs in C1i...CGr\J~,nc(. V\<ih .c,.': lUfkClrds. x**~*x******************x*****************************************~************~************* Valuat:l.on * Pt:-ly'tn:lt: F(~Ht:f.~: 3,~lOl ,ti;~:)r(')tfil Calc;u:lHtf'ld FE"E~):: 5,f/~:~"06 ISH7J::l57..00 * Pli:H'l Ch(!')ck F't')f~H:: :?,146.,Oi (\ddlti.r:;nal FI'~fH,~,: ..00 .x nthf:~r FHf..H~~ ::3?4..:-i() Tnti'd Perm:it FfH:1~ . S,7i?,OI.1 ~HE X. * x,x, *:1(. ~HH~ * 1\")( ~HOH(..jf 10~lHHI' * 1HHO~l(..lf * * .)H~ * ~H~.*)(: * *.* .)(. * * .)OBH* 1HO* *.*.~ )('lI.Jt 1H~'\/: ..' K')HH*f:i~~~rVd(e,*j~ lH~~:j.t~fl>) $I .);f~P:&Wfgl:Jll;Rbl 1* MECHANICAL/PLUMBING FIXTURES-" with UfC, Nf?A, UB:'::, and '3MC F\LL Q l U ' [(E/r. CdCPC:;, . I - \ ~ - Vi '1 1) U . A,,,,,, ,oad, aod we,k;ng hyd,.Ills . . shall be installed prior to any construction above the foundation. **K************************************~**********~****~****************~***#~*************** This permit shall become null and void if the building or work uuthori~ed by this permit 1$ not ~ommer~ed within 180 days from the date of such permit, or if this buildin9 or work authodzed by such permit is sU5lpended or abandoned at any time after the work is comlllenced for a period of tHO days. NOTICE - It :ls the resPoo5dbility of the permit holder, not thc~ City of Bremerton or Building Official to 5ef;. to it that required inspections are made,. The permit holder must liCIt 1 fy the Building Official when ready for inspections. failure of the permit hclldey. to notify the Building Offir.:ial of requirf'Jd inspections may result in the stoppage of the work until such time that the permit holder can substantiate to the buUdirll:J offJ.cJal that the concealed work meets or el(ceE~ds code requirements. Any demolition, testing, or finandal burden shall be borne directly by the permit holder. Failure to substantiate codel requirements will indemnify the CHy 3qainst any and all n:~sponsibi1ity or liability c:onMcted with the construction, r hereby ce'rtify that I have fetid and eXi:lmj.m~d this permit and know the €lame to be true and cl)rrec:L All provisions of laws and ordinances governing this type of work will be complied with whether sp€~ci.fied herein or not. The granting of a pey.mit dClf.~!3 not prasume to give authority to violate (:II" ci!ll1cf;d the provisions of any other state or local law regulating construction or the performance of construction. S i 9nature: _. .__.._____._.__._.__....._____..._.._ _ ._____...________....__...__..__ Dat e: .._____.__.__...__.___..__...__....__ __"'."__ I certify that t am exempt from the requirements of the state c(,ntractor's registration law, under St~ctlon 3, Crlaptf,;\" 126v laws of 1967. . " Sf gnatl rre: _.. .-.. ...... ~---,.., .--,.........-..--.. -'--" -". .'.'~;e..-'. .- . -....,--,_._,~ --.,... 1'H('.\li*){:* )(:.~.l* lO**)( X")H~'~)BBt)o: )H("l*.,H(. )(~o '.l('~rm:it Centi:rr '..Approvf~d HY::~ . . W /)i'tt(~): oa;' t---"==-q------------------ ')Jf2 {"rv-." 1/~1 l' 5-r2-e " ;. "~}'!:; ,:'- . ';, ,,_. ~ Job Addr: 2112 CLARE AVE L.ocat i on ~ 2112 CLAr~E AVF: (Cm~NEJ~ OF CLARE AVE & HEMLOCI\ ST) Parcel No: .. . BREMER TON PERMIT CENTER 286 4th Street~ BremertDn~ ~A 98337 Phone: (360) 478-52.75 FAX: (360) 478-~""278 BUILDING PERMIT ,>" ~, Applicant: WEST SOUND PROFESSIONAL PROPERTY692-B450 PO FlO X 3l9ElfiEI"lER'I" ON l~A 9H:;:l::r7 Permit No: 99-0022 status: PENDING A~~lled: 01/12/1999 [ sSUl~d : E:xpi res:: Owner: WEST SOUND F~~OFESSIONAL PROPERTY692-8450 PO BOX 319BREMERTON WA 98337 Contractor: L:l.c :l~:: Exp: ('lIt' .t""IY"~" y'. 'I ' ...,) "l.,.,~~..,., l.. I ~ " Desc: Nnl D I Al:iNOS"l" J C RAD IOL.OGY FAC I t. I TY (APPROX 9900 SF) ********************************************************************************************* V~lu8tlcm * Permit Fees: 8~301.55 Total Calculated Fe!: 5,772.06 687~357.00 * Plan Check Fees: 2~146.01 Additional Fees: .00 * Other Fees: 324.50 Total Permit Fee~ 5,772.06 ************************,********************************************************************* MECHANICAL/PLUMBING FIXTURES..':' //~/:-- . ,~ FUL , / ,,/ r r c C~ T ********************************************************************************************* . 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 1.80 days. . . NOTICE - It is the responsibility of the permit holder, not the City of 8remerton or Building Official to see to it that required inspections are made. The permit holder must notify the Building Official when ready for inspections. Failure of the permit holder tel 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 conce.aled 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. 1: hereby certify that I have nJad 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 sped fied 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 constructicm. ,<<..' -' S i 9l'lature: ~.~.,~__~,~..__..."'~,...~_..._._"___.;.....__._"..__._..._._.._.______.._____..._ Oat e: __.______._________.__.____._...._____ 1 certify that I am exempt from the requirements of the state contractor's registration law, under St:~cti.on 3, Ghl'apter 126, laws lJf 1967. c', r.'TlatUY''''' '. . Dat e: __________.___..".___________..___.__ ""'" .~, . 'i;.! 1 n_"...;........"o"'...___..M"..........."...____.___...._..._____...,__._.___...,.___....___"".__.__.... .~*.)ti~l(,)(.)(.~(*~****.***\l("lI:.lI:**.)l;1H(..lI:*.)f; ~ J ~ '2. '1 g Per ni 1. i;;:l;:ent f.''.r'''''''''ApprOVt:7d By: ...."....~".....V.."..,......".".......""...,, Dat~:1: ..........".".:.,,,,,.,, ..".....:....," ........,.".". .' , ~ :~'" :.. ,. " J.. ----,--- -----<,.,". -~ ~.' ~._====~-,,--,--,~~.'.~"::..,.. ~. ~:LC=;j_:;:~...:=~_~;:..~~6~~~..:~~~;;.:~:."'~~ '-(.L~:..~~;lf~ti\~;~~'3~~;;""C":J;~t~.:,:i::.::~t~:tii:~:~~~,~~~t:1-;::ri::~:.;.::~ ;'::'::....;:. ::.. ~ ~ BREMERTON PERMIT CENTER 286 4th Street, Bremerton, ~A 98337 Phone: (360) 478-5275 FA~': (360) 478-5278' BUILDING PERMIT ,J on ~!(,Jcjr: :? II? CL'if~[: AVr:: ;:' 11 ;:' CL(l/~[ AVr:: (COJ~N[:r~ OF CI..,AI<[ r:';V[ & Hr:::MI_UC}<( !:;T) Permit No: ~::; I; at UB:: (ipp I i. c!d :: f ~,::;sued :: r::Xpj.ri;'!s:: 99"00?;;> PC:NU J Nt; :".ur",";a i~ -;.0;-) : '::ti'('CH.l No: !, i.::;a.nt ; o 1 /.1. :',::/ .1 ?9? :(';r)i~';~'actDr .: A? Lic #: Exp: ^ -1.,/L --- cv<2J-s",<-J l^~ (~ ~- e-h" ~ '.. ". . " I I'" I, .', ',' ^ ."." (""" ",... (". "'-\ .... '.' "\1 "'. ('" V"" 1\ ('" '1' I .. ",'" ~ 1.1\ '" ""' '")1''' \I ') n .... (" ,". ,.". \ . r;. ~. f e.-4...:'.Y' ..,.-- I -< 1'1 e.. .::';1,., .~i:':)0 'i .i. "'Ii:~i"'.)::l i ". '..' ,\i.i1.; ,: <..J,."...!..;, ,m ~'I.., ,i.'", ,i. i; :. "Ii"';",\\,),\ J~' )~'.J'" , ~fy.;- -r ~ '2-- Z-./ ~ -<".e-;;J 0"""'" . \: '..': :,:.\1. .," ',: "..)(. :>1. .Y. :.~. 'Ii.. ,.. ,\I: '", :.,. .:'t. ',,: ',","", y v, ',: :,: \.: :.. ,.: '.f.),/, :,:\{.\I. ... .,.: :., \,i. .~'. .X,,"..>,""\i. :i......'-'. y. \i..'>L. .....,c. \i..\i, ,,,',',' ..\I. ^\f1.\i, ,l~~,.. . ..,., ~'.." .~: '':'\,1. .\i. \i. ',': ,;\11. ','''"\'..", 11. .)(..)(. .J. x- x..\{ :',' .,...., >'. ". '..,.",,,,.,,,,...,^,,,,:,~ ".,,,,."\,.,. n.''',...,,,,,,,, ""'""."".'''',,, '~""",''''n,''^''." "^. ,', " ,,,,.... ''',1\ ~... ".~, 1\ '" '>\1\ '" " .d ....., \) ii: u a:; .: u nx . 'J e nn i;: i':' 1:") (')1':> ; 3, :3 C 1. .:i ~:). u l:id ::; iLi; U ; at d d I'"' '::') C:): . .:1, " / ;": :':0, 687,357.00 )( rlan Check F88S: 2,i46.01 * Other F88S: 324..50 TatE' Permit Fee: 5,772.06 xx' )()(. xx X xxx' xx. x.x xx x x. ,)f-X.)(. ,;"x. x. xx X: If X X: .XX. xX:)( x.1(.)( x. x 'x. ,X,X x,xx Xl(. )(- x.x.)\ x it xx.x.x .x. ,x,x, ' '. X: x.f(. x. XX )(:x X 'x. ,x )I.xx. ,l< Xf(. x. )(. .'J1.' X X X'X: )(,'('" Y" ' . J,JC::::;'f SDUNU PI:WFT::)~:; r UNA!. PiWPr::J<fY(, '):::- D4::iO PO BOX 3198REMERTON WA 98837 Owner: we::; r :3UUNU P/WFC;;;:; I UNAI,... PI<UPI]< fY (, ':1::',04::)0 PO BOX 319BREMERTON WA '18337 :";uhcnnt -r ~ 'i-\~ \ -l~ -?tv( 1) . :~>'i;":f~ I Cj~L/PL~M8 ~ NG F i XTLJRE~;-- - " d( X )(')(.x j( it)( X)(.)\.x X'X )(X''i'1\:~ X x )(X'X'X';O: ,'fif ~X.i;< )(')('l(')('X'X,~')H(')(')f~:X:\()(--. .;~.)()( x.x.x X'X'f:,)(,X)(~/:;~ )f)<ix*"~x7,~')(')(';~rl\'A' "'.~';' ' ? ,<_ ...! ' "0- ;... ~h-'" ,., ...,.11 ~ ,oj , ,-I ,r: -h' '" ""j~",., 'w '~'f" ~,~, '~~~'''_'' ""' '" f/:?f'/--I~'" " '". _ _~ _ ' '~':"I m.L ::>10.1 08c,lme II'-Il. onu vo.", .! \" c. I.U.HI.II\:! '." WlJl K t.v.., .'''' _ ~; .". ~".rf1l~::--;P "_I, "-.In""o/,,,.. .. I", ,; ..1,il'/S From the ~ate of such permit ~ or if this building ~r work author~ ed-Jb17 uch pe~ SU~ 51 ',j:1,;,';ned at any tIme after the work 18 commenced for a penod of 180 day'. t/' ( -- ~~~"!1 ' ~::" " :: :fJ :~l~: ~:":spcnsib;i::t;, ur t>:~:! i-lt.nll~ hCi~dar, :'C: ::1e c.t; ::Jf 3re~erton or aC;<~'\~ii~~;/df'riC~~j: ~: .'h.-)'\::~ T307~- .10-,,- """1I~'f "~IJ .....,,,.,:;"l;,.....}. ",<, ~..... .... .J.~ 'l"h~ "'-l,!,,""l'! I.. ~\I"".i.,1" ,,(,1" f'\~)I..-":: I -J-h, 3'" H.." 1 ..,.: . I ' L'j>o.-,~(- ,,_ "1,,),, '(,."1~",';"'. "or::t,:--",m,v a,,~ :lidl.f.,. :'":, /"':~"~.. :I\,<~e'"m~_,_ ,r!~~~,~ ."e. l.d"-i~I.!::J,!.iI,t.. :1.~~WI,t;,l), . : ':'-.:,,:"0~1$. ,-il..llr,;)i :he pGrmJ.t nolde;' l~; nCJt:'j ~~le J,~i.dl~lg iJi'iiclal of requ:r2!G l~'SPfk,.(li18 ~aj :,!bi.l.: 'rhe stoppage of the ~~olk untiL$.uch time that the permit holcer can substantiate to the building official ;~ the concealed work meets-or":exceed~l code requirements. Any demolition, testing, or financial burden shall ~ Jorne directly by the pe~~~t,holder~, ~~i;ure tosubstan~i~te, code requir~ments will indemnify the City .,..,.-"....c ,~nv anrl ..1.1 -""SP""'S"""'I"y ~W' ""'C"l,..V "'orl"I"'('""'['/."'""' '"n" '"'n"~,,\,,,,("t'orl "_"J,':'_~ ~.ll / II!.J a. ,10 ! .~. ~I, .~I.l.J,. v .,,/1 ....101.:1 J.I..l.,.l,L-j \...0 I j..... 1~l;;.'-..4 ;JJ.l.\.o11 '-'I t;. \...UII\"'\.1 U,VI.IJ. I ::;r:::;t;y certify that! have read and i3xam,ined this permit ane: know C:le same'. e o'lW and <:orrect. :;:: . """':'.'r'c' .,,'~. l"l' I"' a'v; ...'(....'.I~.'c.<"". g("'<'''''';''I-' q'I~'" i'VI.''', "t"; "(')"'K' ,,;ll 1"'2 ;""'MP'['E' ,,,; h WI(J!i"t"'~"'~;":;"~i i""'y6':~~--J ,V.",.,,' ", '.Ii HV<_' '1".. 'J",d,ctJ""." ,y","..,~,., .,~ -/~"'" "I." ".<. .,'~ ~'.IIII ""'.,, ,_ ,. 'v.'."" "'(jk/v .. ",- T'h .. t '." ",' 'p - Jt ~ "" n'" -",. "'urn'" -I"") ""V. ""'.hO"';~' .... V' 1'~j" , "" I" """""'V"" ,,' v ,1(J" - "e gran,.,l;11j :.II a t-'el m" "oes I Ui, p, '-'1, If; c:" ~I,l ~l :....1.1' ,.G/ oU l d" : i, i",( d' .~. 'lit. ~" ,/ dc,,'j ii' ijl "...1" >, ",y' ,.,.r""j t.:; ("Y' 1 "(Vl' ~ ~W ,.. "("ll' 1 " .,,, ; rIC"' ....{"JIY.. Y" ",t 1 Ofl r)v'~' "I'''' p'..lr f(".V'r"" "'(''0 ,",. (.'(")')<'- "['''+' , C".\ "" '''' ,," c '" ,,,.,, '" '" 0' ,,',,' kd ..,,,, . . " ,'" ",." "'" """ ,,' .. , '''''''''. l "ii,:;,"': -------u_-----uu_______m______..____u________ Dat" : __m_ ---..--u-u---------z(;? :3 [ "i '7 " : ]j7i :::>:8i11;" '\'Ut;! ::~;C: '('(:!'i:l;:'-:;'~<?:-;~S c:li;. i.iSi1C8 CC!;:C'rii:':::Oi'(, ,3l;ral;jCJ;: :aw,.;;;du 3, Chapter 126, laws of l?I:,/ . , " " ," \ ~.\ , L, ~ -, ;: I ,:.\; 'i i.~ '( \~'; ~ ..,"",~, _'''H' .M.....~."....."..,.~"',.~_._"~._~~ ."..,. .'.'~'_""_~ _"" Date:___________ k*********XX*********** ~A ! ,I. I~'. . PERMIT CENTER 286 Fourth Street, Bremerton W A 98337 Phone: (360)478-5275 Fax: (360)478-5278 Building Department Fire Department INSPECTION TYPE Foundation Footin Foundation walls Electrical Mechanical Plumbin Groundwork Plumbin Rou h-In Framin Insulation /C Sheetrock/ nailin Other: Final REQ'D INSPECTION TYPE Fire Sprinklers Fire Alarm System Other Final Special Inspections Public Works REQ'D INSPECTION TYPE REQ'D INSPECTION TYPE Erosion Control Public right-of Way Sewer Lateral Irrigation systems Cross Connection -- Other: Final ?~ ~.... ,,- ---ro : CITY OF BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION DCD#: .,. " 99-0022 DATE: . JANUARY 13,1999 COMPLETE BY: JANUARY 27,1999 A~O ~LARE AVE (CLARE AVE. & HEMLOCK ST.) NEW DIAGNOSTIC RADIOLOGY FACILITY (APPROX. 990 SF) LOCATION OF JOB: PROPOSED ACTION: APPLICANT/OWNER: WEST SOUND PROFESSIONAL PROPERTY ~ "J ,I .~ . ; CONTRACTOR: FOR THE PURPOSE OF: BUILDING PERMIT ENGINEERING COMMENTS REVIEWED BY UL.... ZZ _,' APPROVED V. ~7 · ., DENIED I ~ / fJ ' .~ ~II&;? ~~~ r ~F.a if' r~ "tl rr.; '\~d i~ . i.;\ o it Ri1 H:.:;! f\ ',j h~. ,\)~~ ~. "",. ~ ""f" . ~ Il~ . \" ,.:~.. ~ .~,-~ . .~, .' ~ "" 0 C) ';Gaq t\.lL.\ ,,, "".' . ,.J..,"'" ~_;1 'j. ..... ~ BU1~~';':,}'1;::;;~~gt~~:;'!T "'", " ~ \routing.doc ENGINEERING COMMENTS Project: Olympic Radiology Building Applicant: Rice Fergus Architects Reviewed By: Ned Lever 3-22-99 General 1. Engineering shall be called for inspection of the infiltration trench prior to placing any pipe or drain rock. 2. A Right-of Way Permit is required for all work in the right-of-way including the driveway construction and the sewer lateral construction. {- 3. Verify address, previously addressed as 2700 Clare. 4. Do not utilize the existing curb inlet for the stormwater overflow route. Connection to the stormwater system shall be made at the main utilizing 8-inch pipe minimum. 5. The sewer lateral shall be moved to the west and kept outside the infiltration trench. 6. Utilities fees and assessments must be paid prior to hook-up. * 1-100 OflW IS JMe ~ulBJ[ At9JOVCE7~ ";<(<"",,,.;,'..>'" /11. ./I // V 3. /4. /z ENGINEERING COMMENTS Project:. Olympic Radiology Building Applicant: Rice Fergus Architects Reviewed By: Ned Lever 3-1-99 General The infiltration trenches do not meet the minimum requirements of the King County Manual for setbacks as follows . The southernmost infiltration system is less than 10 feet from the pr~perty line and is less than 20 feet from the building. . The easternmost infiltration trench is less than 50 feet from a steep slope. The trenches must either be moved or the applicant must submit a variance request with the appropriate geotechnical recommendations and engineering reports attached. 2. The soil logs provided in the geotechnical report do not extend 3 feet below the bottom of the southernmost infiltration trench as required. Conduct a soil log in the area of this trench and provide a sieve analysis report for a sample taken at the bottom of the trench. The analysis should be revised to direct as much of the 100 year 24 hour storm event to the easternmost infiltration trench as possible. This can be accomplished by replacing the notched weir with an orifice and increasing the riser diameter. Using an orifice will also provide the spill control oil/water separation that is required for that portion of the system. A Right-of Way Permit is required for all work in the right-of-way including the driveway construction and the sewer lateral construction. 5. Verify address, previously addressed as 2700 Clare. SHEET 1 OF 4 /;. The pipe is not shown from SW corner ofthe building to the infiltration system) ./ Show this connection. Is this a bubble up catch basin? //2. Provide observation wells for each infiltration trench. . v 3. Where will footing drains and wall drains tie in. Indicate where these drain lines /' cOl:ll1ect. v 4/ Provide spill control tees in CB #3. See not!.-3 above. /5. Provide 4 inches of 5/8" minus gravel under curb and gutter and sidewalk. <1 6. Verify the capacity of the overflow route. The route must be capable of passing the 100 year 24 hour storm event. Provide an overflow route for the northernmost infiltration system. SHEET 2 OF 4 /' 1. Revise the flow splitter manhole. The top of riser is below the crown of the pipe. SHEET 3 OF 4 ~'. Indicate water meter locations and sizes. Provide fixture calculation to verify meter SIze. ~-'""2T"-Indicate-10e-ati0Fl-0:t:.tiF€.spf.iak,1€F-ser-v.ie€-}'ine.eEH'lflee'1:i0l'1-:-" ": Y Indicate locations of existing water ~ains in Hemlock and Clare. /4. If the irrigation meter connection is at an old navy service line a new tap wjll be required. These service lines have been abandoned and are not considered viable. ,. ~ . -> . KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL " 1.4 VARIANCE PROCESS This variance process is provided for the rare occasions that a proposed project justifies varying from one of the Core Requirements or the Special Requirements, or one of the design requirements or standards contained in the remainder of the Manual. Variances may be granted based on a demonstration that such variances are in the public interest and that the objectives of safety, function, appearance, environmental protection and maintainability, based upon sound engineering judgement are fully met. Proposed variances must be approved prior to permit approval and construction. 1.4.1 Variance Authority Variances from the Core or Special Requirements described in this Chapter, or the methods and parameters for hydrologic analysis described within Sections 3.1, 3.2, 3.3, 3.4, 3.5.1, 3.5.5, 3.5.6, and 3.6, Appendices "A" and "B", are reviewed and approved or denied by the Surface Water Management Division Manager. Variances from the plan review process, engineering plan contents, methods of analysis, design criteria and standards details, described in Chapters 2, 4 and 5, and Sections 3.5.2, 3.5.3, and 3.5.4 are reviewed and approved or denied by the BALD Division Manager. 1.4.2 Variance Request Application Process o Requests for a variance will be accepted only for permits pending approval or approved permits which have not yet expired. o The completed variance request application forms must be submitted to the BALD Division along with sufficient engineering information, as described in Chapter 2: Plan Review Process, in order to evaluate the request. The applicant shall indicate the specific . requirements the request applies towards. A sample variance request application form is provided in the Reference S!3ctiol1 on Plan Preview Procedures. o If the variance request involves useof a previously unapproved construction material or construction practice, the applicant may wish to submit documentation that includes, but is not limited to, a record of successful use by other agenCies and/or evidence of meeting criteria for quality and performance such as that for the American Association of State Highway and Transportation Officials (AASHTO) and the American Society of Testing and Materials (ASTM). 1.4.3 Variance Request Review Process o BALD Division staff will review the variance request application forms and documentation for completeness and inform the applicant in writing within 15 days as to whether additional information is required in order to complete the review. o BALD Division staff will refer variance requests (as described in 1 .4.1 above) to SWM Division staff, along with recommendations. SWM Division staff will review the variance request application and BALD Division staff recommendations and will submit recommendations to the SWM Division Manager. o BALD Division staff will refer the variance request (as described in 1.4.1 above) to the BALD Division Manager, along with the recommendations. o The Manager will review and either approve or deny the variance request in writing within 30 days following receipt of all necessary information. When the Manager determines that additional technical review by Division staff is needed, the applicant will be informed in writing that an extension of the review period will be required. @ 1.4.3-1 11/92 KING COUNTY, WASHINOTON, SURFACE WATER DESIGN MANUAL " o In those cases where both Managers l")1ust review related variance requests for a proposed project, the BALD Division Manager will review the variance request .first and then forward it to the SWM Division Manager along with recommendations 1.4.4 Criteria for Granting Variances Variances from the requirements described in this Manual may be granted provided that granting the variance will: o produce a compensating or comparable result which is in the public interest; AND o meet the objectives of safety, function, appearance, environmental protection and maintainability based upon sound engineering judgement. Granting any variance which would be in conflict with the requirements of any other King County' divisions will require review and concurrence with the other division. 1.4.5 Appeal Procedure. The applicant may appeal the denial of a variance request or appeal the variance decision by submitting to the SWM Division Manager: (1) copies of the original variance request application package, (2) the BALD Division staff recommendations, (3) the variance decision from the BALD Division Manager, and (4) any additional supporting justification for granting the variance. The SWM Division Manager shall respond to the applicant in writing within ten (10) working days. The SWM Division Manager may either concur with the BALD Division Manager's denial, grant the variance request as originally submitted or with special conditions. The applicant may appeal the denial of a variance request by the SWM Division Manager or appeal the variance decision by submitting copies of the original variance request application package, the . BALD and SWM Division staff recommendations, the variance decision from the SWM Division Manager, and any additional supporting justification for granting the variance to the Director of the Department of Public Works. The Director shall respond to the applicant in writing within ten (10) working days. The Director may either concur with the SWM Division Manager's denial, grant the variance request as originally submitted or with special conditions. The Director's decision shall be final. @ 1.4.5-1 11/92 ~'. " Page 1 of _ 't _ King County Department of Public Works and SURF ACE WATER DESIGN MANUAL Department of Parks, Plamiing and Resources REQ VIREMENTS / STAND ARDS - VARIANCE REQ VEST Project Name: BALD File No.: BALD Eni:lneer/Planner Name: - Project Addre..: Deslen Enelneer: Phone: ) - Applicant: Phone: Sl&.nature: Date: Signature: Date: Enelneerlng Firm Name: Address: City, Stale, Zip Code: Addre..: City, Stale, Zip Code: INSTRUCTIONS TO APPLICANT/DESIGN ENGINEER: Please be sure to include all plans, sketches, maps and reports which may assist in the complete and timely review and con~ideration of this variance request. Failure to provide all pertinent information may result in delayed processing or denial of this request. Please submit this,request and applicable fee to the Building and Land Development (BALD) Division's Commercial or Subdivision Products permit Counter, at the Eastpointe Plaza Building, 3600 -136th Place SE, Bellevue WA., 98006-1400. For additional information, phone 296-6600. REFER TO SECTION 1;4 IN CHAPTER 1 OF THE SURF ACE WATER DESIGN MANUAL FOR VARIANCES DESCRIPTION OF VARIANCE REQUEST: APPLICABLE CHAPTER(S) / SECTION(S): JUSTIFICATION (see attachments, pages _ to _): AUTHORIZATION SIGNATURES: BALD STAFF RECOMMENDATION: DATE REQUIRES SWM DIVISION MANAGER APPROVAL ( )YES ( )NO REFERED ON (DATE) BY BALD DIVISION MANAGER/DESIGNEE DATE SWM STAFF RECOMMENDATION DATE BALD DIVISION MANAGER/DESIGNEE I I SWM DIVISION MANAGER SWM DIVISION MANAGER DATE ( )APPROVAL ( )DENIAL ( )APPROVAL ( )DENIAL ( ) CONDITIONED APPROVAL(..e below) ( ) CONDITIONED APPROVAL (see below) CONDITIONS OF APPRO V AL: ORIGINAL: BALD DIVISION F1LE ( ) COPIES TO: SWM DIVISION ( ) BALD INSPECfION ( ) APPLlCA:IT ( ) DESIGN ENGI:\'EER ( ) 1190 ~. 'i) BREMERTON PERMXT CENTER 21,:t.'fi, 4th St; 'rF..~F.!~t 9 fJniit!lu:.'f''!:.tJn~ WI'} ~?l1:':J3] P)! "r ~)L ,.,) 4"'~' ~""~'-11." ~.... '.... "". (,t. t <") "'''fel "'. ")7' 10 ,one. {".';;DV/b~,..'_" ~ ,:;l .f"'I",,;, ,,, .;~'6~J 4,t t;~'.',_~.;;. ~;:I h?t90 BUH...DIN(~ PEf-tMIT Job Addr :~CLAHF 14\1F ..1 ,i,"JCI:I'~; I on: ~CLfll'~E': I~Vf-: (COHNF:J~ OF CI,f.)Rl::. l~\)F & l1FNLOCI< !~r) I-'6rCtd N(J~ :7--700 P~H' m 11: No ~ Statl1H: API'" 1 :i l."1d 1: 1 Hf~tw:d: Expi r~~g: (l9'M'cJOf)?~~l PENDING 0.1/12/1999 PiPP} Icont ~ hIES'\' SOUND PROFF~:;~~roNAL, PfWPFHrYf.'?/'.-kH4.:',O PO no x a j 913f<Fl"lF r~ 'ION WA 9~~ ~,~ :fl;1 O!hm~;n' ~ ~H~:S r SOUND PHOFF!:;!; r ONr.)C PIWPERTY (;, 9 ;,?,...B 4!~;() PO HOX l;l:l9Bm:.~IH~T(lN WA ?tla~r? \..'t!.~. -H:t, Exp: I \ RECEIVED JAN 1 3 1998 Con'!: r ilet or :: ~:;ub(';on1; r ~ CITY OF BREMER TON ENGINEERS rlt'j~~G\ NF~l DUi(:jNm;'PC HAfHOtrlGY t.{ltCn rlY (J'iPPROX 9900 SF) **N****M****MMM*~******.*W*XM**k*******.*M**M*M*H******MM**M*~M*N**M*M*****NM******M***M"M*** !,I.l:d uat j on *~ Pl:;lnrd t r~::t~)llH 3 v;~Oj . ~;1;'1 'r ot i:ll Ceil t;u) M:ed H.,~t:,: f, ~) ~ ?'?~,~. O~J ,{:.Hl ~ :J!S7 .00 .)1} P 1 t~n Ch~~Gk r~:~.Elf.~: ;: 1 1 M~ "01 Add i 1; i,Of'\ill r fH~tl: ,,00 1<. Other reH;H~ 8J~4..~)Q Tnti!t) P!?H'mit Hwt fil~'7?~'"O~l if: * ~f * ~)~ *c\(..\Bi(l( >l<dO* ~,~ lI-1'1;1I: :\()(.1( .)(o){-!I()( ,j{ -If:)( **!v.. }~jO( *.1("i('1H~ .)1:* .l(. }('~'HOHv ~HHw 1( 1{- /I' .!~ *JOH~!I\: 1(:)HH(~';X *);{)t!* * ~ * !(- ~*)11\' JH'?;.'1(' iII!~' (;(j( 7;HH'~ _~** I1t:CHfe\N1CAL/PtuMBINfi FIXTURES~- F\~ t . .~\ , C1 ti. , ,_ \ ~;''11.~ "~ \ \ ' "rw,j,J f) LL\ -'---. //" {j"',,'\' -,.' { . ,\ r:.., .. r..~ -~.~I" , ~)"" \ \ l G........ .,.l\ , - / i!"'"'l. f ~, ! '\ l. \ '-' (\;1 --r \....., ~ t *M****MIM***M*".*M**.****~M*~NM**M**M*******M#MMMM*.HM****~.***~M*M*M*M*~M~**MM.*NMMKM*MMM*** , This permit fihal1 becOI!le null and void if the building I);'i" wotk authf.lr1:l:(ld b>' thilit p~~tmit is not (~l.1mmtlllcf.i!i:i \'~ithifl '1,90 dale frr:;llll the date of slIch permit I or if this bonding or ~jork ,'!\uthorized by BU.ch permit is stlspend(,!d Of' t~bantk)m'rd at {my time aftf.ff tht'l t~()rk hi r:ommf.mced for ,';I Ptyrior! of 100 ckW8. NOne!! - It is the re!~ponsibi lity (Jf the perlllit holder J not the City M Bremertofl Of' BUilding Official to Si.'1!i to it that retju3nicl imspectir.me are madfJ, The permIt h111aeft must notify the Btdldirl!t) Official. wht,n ready fell" i.nBPcctiotls. Failure of thei permit h!)Idr~r to notify the EluiIding Official of ni.~quired insp,*ctions may nesult in t(1f,~ f~tC1PP,';tge (if the work lint H sllch time that the permIt holder can E!Ub8tantl./illte to the building off1cia.l thr3t the r;IJncl~aj,ed work m~~et;8 or (~XCeedf:l code reqlllrem!~ntt~. Any deffloIitlon, t(~stin9! or fin,ll'l,~:ial burden shall bt~ bO'lne dif()ctly by th~ permit holdt'}y. Failure to 1:"lubstl'JtlHate cnde n~f\Ldrementf.; wU 1 indemnj.f:l thf,~ City ~\Utiii'l'lt any and all rel<lportisibility or liability f~onnected \filth the corH~tructicm. i ht..m%ir eert j f'i thi:it t h.3v~)t;:;ad and examined thi~ permit and ~l1m~ the Siime to be tnst:! (tnd Ci,rn';ct, (i.l 1 Prt')\J'litdrm€i (if hn~!;\l and orciiMnCe~) ;;lover-nIng this type of work Jilin be compjh~d with whether specified herre::in (W' not. 'fhe fJnmtlriQ of a permit does not preawne to give at~thQdt>, to violate or c.ant.:el the !;Jr'U\'l13toniil of :~~:::, ::::.~~1':,:' u l:t 1 ~,CO""~u::~:n_~ .-=_~;;;;::::::::::..___.._.._ . ,. 1 eertHr thf.\i: 1 I.~m !Jiyelllpt from the requlrF.Jlllents of the state contractor *s rcg)gty'tJtlon law, Ul1dtH' f>lOctl"n 8. CbltPt., ~... 01-' 19 ;i~ l)lgl1~t;tlrel ,..~..~.."A".._.'!~ ....,~._.._..U......_-~'!:!.."q::: 0L~trH ~,...."...._........~...u~...........~" ......n_......'.. ~*,Iit~.~tH~~*.iHHHi'~*.)l)'~*~f*\('~~\l!: :'~~.d. '7 ' ,... ,." __ i'Mmlt C.nter'''.AI'I'rOVeu ~,y '7 ... .'"'' .... . -l1Ilt..... ~"1.17,,,,., uu~j.!iiB!'.'.:.:Bu.f:!I',.'...'~;'.~T~:lj~*?~'~'.I:.~'.*!*!-..~~"'II:~.'D.".'.'..':..T."!..!...'.' ........./.. -~. 'd:- ,; ;;":::.... . ,'";':'. ...... _..~-'~~.L+~r~~'.~~:~r)~~\I1S~~~\~.~.:.:::,::..)~~~..::.::...... ... _, ..u'u.'~~.~m.$~~).J3,~~..t9ni.Wi\Ji~$~~71..'..:.'~A9~::(~~Q}'-i7$t,rl,7?'.....~~..(~~o).~i1J~5.2i~'......... .,- APPLICANT: DOWNER D CONTRACfOR ~OTHER: ' ASSESSOR PARCEL #: OWNER: ADDRESS: CONTRACTOR: . ADDRESS: CONTRACTOR LICENSE # EXPIRATION DATE: CONTACT PHONE # Qp,6, hcblN~ ~M-1'! CONTACT PERSON: o MULTI-FAMILY~BUSINESS 0 OTHER, ~~W E fffiJfil:. D MOVE BLDG. D MOBILE D GRADING(yds):~ W . JAN 1 2 1999 D REMODEL 0 ADDITION D OTHER: o SEPTIC F-At)~.~~c" ,-,t:f +/.. .;.f'. ~ ~~P.l BREMERTON BUiLDING DEPARTMENT ,.,~ ~~.~. SQUARE FOOTAGE: Dwelling: ~ ~ 1''m ,~ Decks:~' Garage:~etr For De ,artment Use Onl u. .. ,VALUATIONu '.PLANREVlEWFEEEPEaMITtffiE $ . $ . , $ (p '17 357~b d \ Ltlo ~ I SURCHARCES. ," '.TOTAtFEEsu 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 expiration, the applicant shall resubmit plans and pay a new plan review fee. I hereby certify that the above'information is correct to the best of my knowledge. DATE:~t..~' "CMIT~ APPLICANT'S SIGNATURE: bpapp.dot revised 4/23/97 CITY OF BREMER TON · 239 4th Street · Bremerton, WA98337 February 4, 1999 Greg Belding Rice Fergus Architects 2112 Clare Ave Bremerton, WA 98337 Re: Approval for Permit #99-0022 Dear Mr. Belding: We have finished our preliminary review for construction of a new diagnostic radiology facility at 2112 Clare Ave and determined that additional information will be required. Please address the requirements outlined in the attached plan review comment letter. In addition to these items, the storm report requested on January 13, 1999 will also be required. .. If you have any questions, please contact me at (360) 478-5275. Sincerely, ~~ Trish Dupont Building & Development Specialist I cc: Judy Johnsoh, C.B.G. File · Celebrating 50 Years of Freedom · ;,.- .. BREMERTON BUILDING DEPARTMENT ",' Plan Review Comments February 4, 1999 Applicant: w. Sound Prof. Pronertv Site Address: 2112 Clare Ave Application # 99-0022 Reviewer: Scott Erickson ~ New Radiology Facility 1. Show rated corridors complying w/UBC 1004.4.3 Opening protection per UBC 1004.3.4.3.2 . 2. Show exit signs and emergel1CY lighting per UBC 1003.2.8 & 1003.2.9. (No electrical plan submitted). J. Show door hardware Barrier-free per UBC 1106.3. Panic hardware where required, UBC 1003.3.1.8 & 1003.3.1.9~ 4.. Show water closets equipped with elongated bowls and open front seats per UPC 409. 5. Show wan and floor finishes per UBC 807 in rooms containing water closets. 6. Plans must contain NREC stamp for building envelope. Lighting budget required to be reviewed and stamped for NREC compliance. 7. Application does not include information required for plumbing and mechanical permits (including NREC) and is not part of this review. STEVEN RICE DAVID FERGUS Associates GREGORY A. BELDING BOB MlllER-RHEES 262 - 4TH STREET BREMERTON WASHINGTON 98337 360/377-8773 FAX 792-1385 ~: MEM8ERS AM E R I CAN INSTITUTE OF ARCHITECTS '. 'RICf ffRGUS ARCHIHCTS February 10, 1999 Mr. Scott Erickson Building Inspector City of Bremerton DCD C 286 Fourth Street Bremerton, Washington 98337 Re: Olympic Radiology drawing revisions Dear Scott, In response to your "Plan Review Comments" dated February 4, 1999 I have attached two sets of revised drawings. We have addressed the comments a~ follows: 1. We have changed the name of the "Reading Room" to read "X Ray Reading Room" in order to help clarify the occupant load factor. This space is not a library, but a room that holds up to four large light tables that allow four doctors to read films. The occupant load of this room is, therefore, too small to required fire rated corridors. 2. Exit signs and emergency lighting are shown on the reflected ceiling plans - sheets A2.3 and A2A. All other lighting will be design build.. 3. The door schedule on sheet A5.0 calls out barrier-free hardware on all doors. Panic Hardware is not required in this building; hardware for the entrance door is nOted on the Storefront Window Types drawing on sheet A5.0. 4. Water closets with elongated bowls and open, front seats are noted on drawing 9 sheet A6.l 5. Wall and floor finishes in rooms , containing water closets are clarified on drawing 8 sheet A6.1. 6. NREC stamps have been provided. 7. No response to item 7. Please review these, and let me know if you have any further questions. e-mail: info@ricefergus.com · www.riceferguscom r I.~" .,." . ~ . /" \. , /~'" .~/. ' BREMERTON PERMIT CENTER 2864th street~ Bremerton~ WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT Job Addr: 2700 CLARE AVE I....ocat :I.on:: Parcel No: 3966003-001-1106 Applicant: SILVERDALE PLUMBING 692-8840 P.O. BOX 963 SIlVERDALE~ WA98383 Permit No: 99-0256 Status:: PE:NOING Applied: 05/17/1999' I BSUl::'ld : I::::xp i reB: Owner: OLYMPIC RADI(~OGY 692-8450 WEST SOUND PROFESSIONAL PO BOX 319 BREMERTON~ WA 98337 Contrattor: SIlVERDAlE PLUMBING 692-8840 lIe #: SIlVEI*220NU E~p: 8/31/1999 P.O. BOX 963 SIlVERDAlE~ WA 98383 Subeontr: ['J ::.1(:'''':: I::JI I IMI::)' N(':.' I:::' (") I::l (")1 YMI::J'I'('" 1::lA..''') '1'(")1 (")('.:'Y (oo.....:e;,.)(. ":".:' ) ..... . t...)(" .... ... .~ .. \ ...... ....' \ .............~ ". .,... A (] . , ')("X')('~"X')('**-)OO(..' ...~ ,**. "x'J("H...xQ*"X*~:JH")(")('***11:')('. "x-)Ot.)(.****.x~**.)/.:~.)/.:*.)/.:.)/.:*.)/.:.)(..)/.:.x*.)/.:*.)(..)/.:.)(..)/.:-)o~.)/.:.x*.)(.-)(..)(..x*.x* Valuation * Permit Fees: ' '1~0.50 Total Calculated Fee: 251.83 ,,(30 ~. Plan ChE'~ck I:::'E~('Z'~S~ . 911l:::J:~~ Add:i.t:i.onal F:'(::~(::'~B:: ..00 * Other FeBB: .00 Total Permit Fee: .251.83 ********************************************************************************************* MEC~ANICAL/PLUM8ING FIXTURES-- PL8G-Water Closet............: 6 PLBG-Lavatory.,.....,........: 6 Pl..8G.-I< i t chen Sin k . , .... .. . . " : 4 PL8G.~Laundry Tr ay . '" ~ " .. . ... : 1 PL8G-C 1 ot h~3s Washer ~ .. . .. . .... : 1 Pl..8G....Watsr Heater. ",.... "'..: 1 PLBG-..Floor Sink/Drain... "'...: 1 ********************************************************************************************* . . ThiEl permit shall become Dull and void if the bulldin9 or work i!luthor:lzed by this permit iEI not commenced withl.n . 180 days from the date of such p~Jrmit, or if thl.!3 buildIng or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of lElO days. NOTICE.- It is the responsibility of the permit holder, not the City of 8remerton or Building Official to see to l.t: that required inspectl.on~l are made. The permit holder must notify the Building Official when ready for inspections. Failure of the permit holder to notify the Building Official of required in8p(~ctiCJns may result in the stoppage of the work until such time that the permit holder can substantiate to the twilding official that the concealed work meets or exceeds code requirements. Any demolition, testing, or finaricial burden shall be' borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all rS!3ponsibility Clr liability i~onnected vJith th(,~ constrUi::tim1, I hereby ~ertify that I have read and 'examined this permit and know the Bame to be true and correct. All provisiomiof laws and ordinances 90verning this type of work will bEl c:l1mpli~ld vJith vJheth!:IT sPf.1eified hendn or not. The granting of a permit does not presume to give authority to viiJlate or cancel the provisions of any other state or local law regulating r.:mi!3truction elr Hli;) p~rfl:!Y'mlme11i (if C0f18tfw;:tion, Signature: . '. "U/I"'..,....,"" ""'.....,,,,,...U'".Ullo'''"' ".",...,,,.,, ,,,,.,,," '''''II'''''''''''''''''''' ""","...,,,,,....,.....,,,,,,,,..,.,, "... '''''.....''''.....,''''.."...,......,......,..- ,,,,,.,,,,,,,,,,,,,,,,,~,,,,," Di~t e: I certify that I am exempt from the rsq~irementB of the stat€ contractor's registration law, under Section 3, Chapter l26~ laws of 1967. . S ], gna t u'r e : ,_._...................,..........".....__~._.......,__..."__..._...._..._...___,........_......_...__._.........._...._........_._ . DC! t (~ : .__...__.....__._._...._........__.,_._.__...._.._._._.___..____ *************************** Permit Center--ApPT~ved By: Date: , ..,."""" "<,,,,,,,,,,,,,...,, ""'"'''''''' '''''''''''':'''''''''"'' '~"''''''''''''''''''E.".. ".""""m".....",um"..,, ""....,.".,...,, 85/14/1333 81:17 3584785278 COMMUrHTV DE'vELOPMErj PAGE 81 .. , [] . '<~~l 'P:LUMBING' . ................ .....1 Electric Gas Residen rial X Commercial Site Addres8:~ C/\CL~ ~K. ) 'fxy. YY\ V X+O f\ .. ~ Type of Fuel: Occupancy: Oir Conrr.lCtOr. S, \\It-( 6 "0 r\ \).{'(\ \0\ Address: .\ _ 1'\.1. '\ S~ t::.-LCu \ \ ~1'0 ~\ \ '.j{)(QC:L\e..., . pVJ \ )\ I . ( .~ <3 .3 Phone [) _ \oC{d.- ~~l$) ~~ Contractor's License 0Jumber/Expiration Dare: 63: ,-V b-::I: -1f d-dON\J ~ 3l \g9 Owner' .-\ddress: . ,(),b~3A No. mE OF EQUIPMENt No. TYPE OF FIXTURE R.A... '< G E In WATER CLOSET WOOD/PELLET STOVE/GAS FlREPUCE BA rnn;B GAS FURNACE btu: (.0 GWATORY (barb sink) COt'-l-vF...R.SWN BURNER bt\1: SHOWER L~IT HEATER btu: 4 KITCHEN SINK BOILER bro: DISHWASHER GAS PIPING I l....\UNDR,Y TRAY I EV.\PORA nON COOLERS btu: \ CLOffiES WASHER :\C UNIT bl'U: \ W.\TER HEATER I H'EA T Pt-':i\ofP bID: URINAL REHEAT BOX bru: DRlNKING FOUNTAIN I I AIR HA.\lDLING UNIT btu: \ FLOOR SINK OR DRAIN EXHAt'ST FANS SLOP SIf.,;K RANGE HOOD (I<<idenlilll) W.-\TER PlPING & ALTERATION RANGE HOOD (CoaJJDa'C~ CREASE TRAP/INTERCEPTOR CLOWES DR\'ER HOSE BIBBS i INCINEJt.\ TOR L\ \tIN SPl:UN KLER SYSTE.1.A I O(:CT .\1- TERATION SWL\1i.'v1ING POOL T.~'\JKS type: BLDG. SE\VER (mobile/moved hou5e) REFRlGERA nON UNIT ROOF DRAINS O"l1-IER: \ On-rER: 'PJp A $fl !\ l i'v:t F) ~, ~lliCHANlCAL FEES: q \ .33 l.\f)/U JJ\ ~ . PLV1-rnrNG FEES: W"~. . CIT\:" SURCH..\R.GE: TOTAL FEES: .'PPLICANrs SlGNATURE;~~\.<.h .r&l6-6ATE'~ ,..... \ .., ~ . \ '" r 1 I... " ;.. I ***M****N*H**~**.**K"**.~*MMMMM***.***~**M***KM.*.**M~*.*~*~***~ HfCF I Pi ***************K~**************~********~~*~*****~****~~**u**~~~ HEeL 1 PT Number ~ 9900Q4 ~)O Amc)tmt:; 9 J "~33 o~:V j :; 199 0'9 t ::hS Patm(~nt Method~ CHl:~:CI< Notat long SILVPLMG t'~ll';S Inti; ~ "('(I) Permit Nof. ?'1'~02~,)~, rYI;}i'~: M/P MFCHlPLHCi PF1~tfn Ptl reel] No g :.i'?UJ008~'OO J m 11 06 ~; t t e (,ddr {~$S : ;,~ 100 Cl ,AI(I~: AVF 'ot: a 1 Fet311H ?~S) . H~1 lhtB PaYl\1f:lnt f;~I.(~;J roi;al NJ. Pmh1: .rt,:J;~ AHJarK~: 160.50 *****M*M~**._M************M*M*M*******N*.***M***~***.*M**~M**X** ~\Gn()u!"lt: Codt~: f)fl~)G'f j pt i on Amount H,'<M~) "~3~)()O (4~)H(i) H\HL,OtNfi PLf~t~ CHF:r~K FEES 91 .~33 ,;\t .; " BREMERTON PERMIT CENTER 286 4th Street, Bremertonf' WA 98337 Phone: (360) 478-5275 FAX: (360) 478,-5278 BUILDING PERMIT Job Addr~ 2700 CLARE AVE L,QCi:it :1, on: ParGI~)l No:: ~:1966()0~:1"'''OOl,,,,,j.106 PerrmH No: ?9"~O;:~S6 Statu8.~ PENDING Applied~ 05/17/1999 I ~lf.~ued : ExpIres: I~ppl :lCf.int: SILvr:::riDAL..E PI....UMBINCi ~}f2,,~BH40 P ,,0. BOX f~6:::l SILVEr~OALE ~ WA 9B:3f:l3 Clwnr.~l":: OLYMPIC RADIOLOGY 6lr;::~"'8450 WEST SOUND PROFESS J. ONAL PO BOX ~119 8f~EMFRTON, WA 9B~3::37 Contractcir~ SILVERDALE PLUMBING 692-8840 lie I~ SILVEIM220NU Exp~ 8/31/1999 ~ P.O. BOX 963 SILVERDAlE~ WA 98383 SubcQntr~ . De~iC: PLUMB Nr:~ F'Clf~ OLYMPIC RADIOLC)t3Y (99'''''022.2) /\ f1 . ')H~')('*')(***'*** ".. ~ .J(... ,*,)I"~Oi;,J(.Q*~*,)(t;J~'**'***M~.*U')(*:X'*OFJ(d'''*~*''K:***'*.J(.')("';(:'***'ff:*'XM+HI:1H{:*:'('********** Valuat 1.cmK' Permit Fef.~f.n l.M)"~jO"f',, tal Calculf.rtf.:rd F'ef.:li: 2t:;1.a~1 .00 * Plan Check Fees: 91.33 Additional Fees:' .OO:~ ,* Othf'.H' FeelS: .00 Total Permit Ff.~e= ~2.:5l.8::~c:. ********************************************************************************************* MECHANiCAL/PLUMBING FIXTL~ES-- PLB6-Water Closet............: 6 PLBG-Lavatory................: 6 PLBG'-Kitctien Sink............: 4 PLBG-Laundry Tray............: 1 PLBG-Clothes Washer....".....: '1 PLBG-Water Heater............: 1 PLBG-Floor Sink/Drain........: 1 ~'/' .. . < . ~ 4)yP p6i/lt , , . m~l 61,' *********************,'*******************************************~~~*************~t** . This permit shall become null and void if the building or work authorized by thi permit is not c~,enced ~hfn 180 days from the date of such permit, or ,if this building ?r work authorized by such permit reie s~ended or I " c., abandoned at any time. after the work is commenced for a penod of 180 days. .:- /' . v " , (\ 0 l v- I t/" \. NOTICE. - It is the responsibility of the permit holder, not the City of ~ertonJOtllBGilding Officialtt&'seek to it that required inspections are made. The permit holder must notffY~be Bull iog Officia~n ready' . inspections. Failure of the permit holder to notify the Building OfficHfl of requi inspe€HoTls ~ sult in the stoppage of the work until such time that the permit holder can substantiate 0 the build i. 'ficial that the c?ncealed work meets or exceeds ~o~e requirements. ,Any demolition, t " 191 ?~lt.ancial burd~n shall be borne dlfectly by the permit hO.lder. i"allure to SUbstan,tl~~ code,tf€ .ments wILvFn~e~nifY the CIty against any and all responsibility or liability connec,ted wit~he c~ uctimfr; (j'- . rL'~{ 0 ' c. (f..( , -1v~, I hereby certify that I have read and examined thiGU~1t and know ~k'same tfb.J}\"I.lEl and correct All provisions of laws and ordinances governing this tfpe of WOi~ wi'ltt1Se comp1ied~ti whether spec>;'; , ere!1 or not. The granting of a permit does not presume to giverlft'horit)W~late or cancel the provia q\~<\f(i~ any other state or local law regulating conatrtJctioT'l or th, P2!jeJfJii1t(I~"B or CCln~trl.lctic:m. , , ~ \ \ Signature ,___...__0.''........'.'.___.._.'_____..,._______...,..__.,..;_...__..._..___ Dat e: ....,...........____.....___..._....__._.,.._........._ , , ,! cerfify that I am exempt from the requirements of the state contractor's registration lew~ unde\' Sect ion;:!, Chapt Ell" 126 I laws of 1967. . , . '. , S 19na t ur e : _;.._.;..~,.___.._,.._,_".____...___"._______,_._.,,_______...__,____,__' *************************** Permit CBnter--Approved By:_______________ natBI Date: ' ' _,,.,_,...~...___..............._.._J..._,..,__....__....._..~.........DOIl__ '~ ... PERMIT CENTER 286 Fourth Street; Bremerton WA 98337 Phone: (360)478-5275 Fax: (360)478-5278 Building Department : Soils, compaction i Concrete Strength i Welding i Other: .:.Von-Residential Ener. Code* ; Slab/undertToor insulation I \v'J..!l insulation i Ceilin / roof insulation i .-\.ir le$:J. e i G bzin I Llghting Bud et I .\fechanicli Ventin Systems I ffi~_-\.C I .\fotor Efficien Other: "Inspections to be performed by WSEC Certitied Special Inspectors recognized by W.-\.BO and registered \vith St:J.te Labor and Industries. u REQ'D [ R<v'SPECTION TYPE i Foundation Footin [ Foundation walls i Electrical .\fechanical ! Plumbin Groundwork i Plumbin .Rou -In I Fr:J1TIing ! Insulation ! Sheetrock/ nailing' ; Other: ; Final I I I I Special Inspections I . i REQ'D . lJ.VSPECTION TYPE I I I Fire Department I REQ'D I INSPECTION TYPE Fire Sprinklers Fire .-\larm Svstem Other I Final Public Works I ! i I I I I I i REQ'D I i ! I INSPECTION TYPE I I Erosion Control I Public righr-of W~y I Sewer Latenl j Irrigation systems i Cr~ss Connection I Other: I Final Planning I I Landscaping I I S' I F al 19n nspectlOn- lfi' Final I C] ! ~tl... ," f '. BREMERTON PERMIT CENTER 286 4th StY'eet ~ Breme.r-ton" bJA 98:3::-1/ Phone: (360) 4.78-5275 PAX:: (:,]60) 478-5278 BUILDING PERM1T Job Addr i: ;:'1700 CLM~F AVE LOGilt ion: Parce!] No~ ~;l96600:::l'.()()1-'11Q6 Applicant ~ Sn"VERDALJ~: PLUMIHNG 692".BH40 p, ()" BOX 116~3 SILVEliDAL E. ~ I>JA ?B::m::~ Per m j t No: 99"'();'~!St:~ Status: PENDING Applied: 05/17/]999 ! (1S1.1f:H1 : ExpIres: Owner: OLYMPIC RADIOlm;y 692-8450 WEST SOUND PROFFS!t;JONAL PO BOX ::119 m?FMFRTON>> I..JA 913:::t;;1? Contracton SI.LV[f~OAlt:: PL.UMfHNG 69;~~"'BB4.0 I.,Ie jj:~ StLVF:O~~~:~:~ONU Fxp: i3/TL/1.999 P "0,, BOX 96:::j G:I L VEHDALF>> \AlA 9B:::lB~:l Subcontr= DeBC :: PI..~r19f N~A F,[lR OL YMP 1 CHAD r 01 JlC:iY (C '~~~?l:) -)('*')/:*)(")HO('J(~~;*'~tR**W''i).)(,~~:i('K.;(.l~.***)/:~.\, ,)I: ,)(< ,)(:Q* , ~'1HHI:,y:*Q~*<l~'*')(~'lH("**')(')( *,~** ******'iil 4! to': <f, J\I**~"*** VaJUiiJ.tl.CH'l * Permit F~~~~l::H 160"bO, "rota:! Cr:dculahld F(;lf:l~ :?51.8:j ~oo * Plan Check fee8~ 91,33 Additional f~ees: MOO M Other Fees: .00 latal Permit F8e= 251.83 *************************************************************K~******************************' MECHANJCALlPU1M81NG FIXTURES-~ PL8r~-Water Closet".......,..: 6 PLBG"Lavatory. . . . . . . . . . . . . . . .: 6 ., . PLB(i'~Ki tchen Sink............: 4 PLBG"'Laundry Tray............: 1 PLBG-Clothee Waf>heL...".....: 1 PLBG..Water Heater......."....: 1 PLBG-Floor Sink/Dra1 n,,, .. .. .: 1 AffrJ- , *.* *'**.)(*;lH(.*.)t=Jl(,~.* *** *****X'**'***1IH('***lH+'lI:***iH~l('lO!:**1H(.;\(,**.**,)i:1<..)(.*1(.j(lV'*'** **\1(:**)1/)1; 0: :. ,*,** *** ***'~'~*1HHH( ~ * This permit I!Ihal1 become null and void if the builtiing or work authoY'i:ted by this~n/it i8 not commenced within 180 daYE! from the date of aueh permit, or if this building or work i1uthrJrized by t~lJch permit is gUt~ended or aband(~ned,at,an)' time after ~he work ia comme~lCed for a period of lHO days. /!.- NOTICE - It Hl the responsitlllity of the permit holder ~ not the City of Bremerton ~JOl41Llf( to f;ee ~o it t~at required ins~ectioT1S art! madi;. The permit holde~ 1T1I~$t notify the BUUd~ng O~:ficial, ;fl re/d'! f?r lOspectlODs, Failure oj- the permit holder to notify the Budding Official of requned m. er., ., ,a> result in the $toppa~le ()f the work until such time that the permit holder can substant iate to tl...:: buildin. official that the concealed work me~;t$ or exceeds cClde requirements. Any demolition, tel3ting, nr financia~ burden shall be borne direct lyby the pe~mit holder, Failure to su?stant iate code requi '(~ment8 will indemni '!!.:YJh hie city agaInst any and all regponstbl1itl or liability cOT'lMCi.ed wIth the constructWrt. 7fl/ /j !9f I hereby certify that I have read and examined this permIt and know tht) lilillTi(l to be tru~) end correct. ~f1/7 provisions or laws and ordinances govr~rnin9 this type of ~~(1rk will be complied with vlhether $pscHiad herein or not, The granting of a penlllt does not presume toglve authority ti::t Ylolate or can,;(~l the provisions of any other 13tatel or local law regulating ccmst'ft.tctim1 Oy th.;l f)(!1rformtmce t)f l:;;ol1!~1;rutHot\, S i gr~atur'r::: _"'"__''''''_''Jl''''''''''r'''<l~'''ll<'~"'''_'''''_'~''''''~''' ~~I"""'~'''''_~'.'~'':'''_'''' ..."",."'...._ ""~''''''~.,""__,;<,_~,,,,,,,,,,,,,, on Oat e ~ I'll't'"" ,..." ~."">",,,,,,_,,,";,,""_""""'''''''''''~''lroo''''''''''''''''_''''''''''''.J1IO'lo>o!,,,"'''''' I celt!. h' that I am ex~.mpt fmm the requi n:mentB of th~l stat~ contrfJ(~tCl'r'~ \"t1~jstnftIt)l"l law, under Sc~ct;i(m 3, Chapter 1261 laws of 1967. S i gila tur e: ..__,_.~...__."... _~,_.. _".., "_'~"__ __....._..._..._._..:________.,_,__".. __ ~ Dat e:: ___....... _ ___... ~_ ..._.,,"..;...u._..._,.,.;....,___.,..._ .~* % 'x: 1HOHE ?t ?()(.l(- XK*lf. * 'lOBt~')OHOHO* l':Jerm:lt Center'...ApPYOV€ld Fly:. lJate' ;7 .~.,.:..;.. PERMIT CENTER 286 Fourth Street, Bremerton W A 98337 Phone: (360)478-5275 Fax: (360)478-5278 . !J.~-.sPECTION TYPE ; Soils, compaction Concrete Strength. : Welding ; Other: .:.Von-Residential Energy Code* i Slab/undert1oor insulation : \v'JlI insulation : Ceiling/roof insulation i ~\.ir leaka e G b.zin i Lighting Bud et , .\fechanical Ventin Svstems i m-_\C I .\fotor Efficiency i Other: "Inspections to be performed byWSEC Certified Special Inspectors recognized by \v'.\BO and registered \vith State Labor and Industries. Building Department REQ~D ; INSPECTION TYPE i Foundation Footin : Foundatlon walls i Electrical i :'vfechanical . ! Plumbin Groundwork i Plumbin Rou h-In i Fr:uning ! Insulation i Sheetrock/ nailing . Other: Final Special Inspections i REQ~D ! I i I Fire Department I REQ~D I INSPECTION TYPE I Fire Sprinklers I I Fire ~\larm System Other Final I I I I I I I Public Works REQ~D I INSPECTION T1:PE I I Erosion Control I Public right-of WJ.Y I Sewer Laten.! i Irrie:ation systems I Cross Connection lather: I Final . I Landscaping I S. I F al 19T1 nspectlOn- m. I Final I YI.lIf' wPl"~'R 4$C.6 "0 SEt. G.. n;JfWW ,,~ ....~, 2P FO J:.IJ C11.1lwL. . "ItAW/.. .. ':I;; ZARD _!JJ,~ ~b" .:7 . ..o~ Tf\.."",,~ FO~ ~~ CENTER FOR NEW D1AGNOSnC ^Y OLYMPIC RADIOLOu BREMERTON, ~ASHINGTON ;V '" II ST\.A& tAP 3 " . ......n't~ '0" !jj4~' f(~ .....r:t /' , ;' ". , J ,. ,#f" " I :/ t /: II / ~ ;' I EXPIRES \kl}.j9 I 'yf' /' . ,..- t t f' ~ .~ ""- ", '-J # ftco" 2 O~,,:ct.J rID IE t IE U WIlE lID U\\ MAY 1 7 1999 BREG~~~I~~ENT BUILDIN Lj I, ',"w&1l O\A'T " i " T~f\f P~.T~~t L3 ~C' T'6 P.xc. 2 N Pu;1o<<. _A.... FILt' VERDALE . . SIL ' ATING, INC. PI UMBING & HE Suite 104 l' '875 NW Silverdal~l~drON 98383 ~'LVERDALE, WAS , -~ ~ ~.,.J _ ~ ~",-, <'_~ /__ 3" ~7\.A& t..\P' au A. t't\ ~e1WE 00 )04 · I S Foil t.A.P $ TttZR. -.... '_., ;. r -, <' - " ~,~": '~:~~~j t~. '\ . e.,., "'-G':-'" c" , ".-" "-. ot ~._ ".. ,.J rt "'90.0. . f',." '1"'>'\': S~r;:)tl 0.. iT<'" ~,,___ /" '"" > -" "" "'rret1r'''''''~ -' . \ J.. i. ~. I' , .. ." , 'v""", . "",.,,_ .~~ :\'\ t. ~ t"':>se P;~d; '. .... ,J,,>c.!..., ~ .. I' -Q;2Qj , " ~"Ol" In " , ,,_" . '''.'.. "'111. .,=",>', ~ ' 'r.ms lY "m,. . " "0 . ",., '~," .,.." , =,,=-~-- j -'. rc ".lljf;l''''~'",",:" "'~"--::::';'l._~,c._ ~= /. q"i!..(;1i<" \)t:~... '._,'.,-._ ,,,. ..... \\ ~ ~', . 'r~;::;~-<; !}';:;,:, i'~{ ~r",-'; ,- _ .' _ . \',,< ' /'. "'..., .".,,/' ~"~~~--=~p '\ lIHHH~ *,It*****~lHHI:~' *~H(' **i(' )f'~)(,*1\'* 1(' 'Iii * *** ********~,**** ~#)Hc )(,,~.)l$*.)f lHBH( *'~'X"/Ii* RFCr 1 p"r M*****************************MMM*****MM.M.M******************** m:cr :I PT NumbHY':: '190004:::1 j Amount: 160" 50 O~V 1 tl/99 OB: 4? P/iiyment Mlr~thod: CHFCK Not:at t()n~ GI:I"V 6S:'51, tn'll; ~ TYD P~~Yrnl t No~ 99'''()~1.S(~ TYr~e: HiP Pan;lo/:ll No:; a9b600::J'''.001..,l106 ~H t;t~ (iddnl:l$l~ ': ~~700 CLARF At)j.:: MECH/PI JJCl f)1::H1'j f r T(~aJ r~~s: ?5J .83 rtds POYffil'mt IhO "~SO rot;:lJ. ALL Pmtl'in 2!H ,,8:,3 nf~111nm~:: ,,00 **~********~*******~***********~**~**~*******~*****X:***~x*~****~ f~lc,count Cmh';:; llet'1c,( i pt i t]l'l f'iffiOl.mt 16"':3~~?" lOO:3 (;:~?I<!) PIJJI1f,HNG Pl'~HMr r FEeS IMI.BO 1 BREMERTON PERMIT CENTER. 286 4th Streetw 8remertonw WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT Job Addr: 2700 CL.AF~E AVE L.()cat ton: Pa '('C(~ 1 Nt): ~19t.16003'""O() 1 .....1 106 Appl icant = SIL.VEHDALE PLUMBING 6cn""'BB4Cl P.O. BOX 963 SILVERDALE, WA 98388 Perm i.t No: 91~.'{)256 Statw~: ISSUED Applied: 05/17/1999 I €1l":Jued: OS/1. Ell 1. 999 Expi n~s: U.l14/ 1. 91~9 Owner: OL YMP I C RAD I DI....OGY 692,",8450 WEST SOUND PROFESSIONAL. PO 80X 319 BREMERlON, WA 9a~337 Contractor; SIf...VERDAI....E: PLUMBING 69~!...."B840 Lie **= SH".VEH~2:.:~ONU Exp: 8/~H/1991~ P.O. BOX 963 SILVERDALE>> WA 9838~1 Subcont r' : Deac;: Pl.UMBINl::-i FOR OLYMPIC RAOIOLCl(iY (99'."OO~~~!.) ********************************************************************************************* Valllaticm .)/: P€!rmit Fet~s:" 160.50 Toh.l CalC::lllatf.~d Fee: 2S1,,83 .00 .)/: Plan Ch!:!ck Feles:: 91. ,,3~3 Add:ltional Fees: ,,00 * Other Feef~~ .00 Total Perrmit Fee: ;';~51.B3 ********************************************************************************************* . MECHANICAL/PLUMBING FIXTURE:S-- PLSrH.sater Closet............:. 6 PLBG-Lavatory... ..... . .. ... ..: 6 . PLBG-Ki tchen Sink............: 4 PLBG-Laundry Tray............: 1 PLBG-Clothes Washer..........: 1 ! PLBG-Water Heater............: 1 PLBG-Floor 5i nk/Drai 1'1.. .. .. ..: 1 i i I i >> ********************************************************************************************* ': This permit shall become null and void j.f the. building or work authorized by this permit is not commenced within 1\ 180 days from the date of sllch permit, or if this building or work authorized by such permit is suspended or I: abandoned at any time after the work is commenced for a period of 180 days. \ (; i NOTICE - It 1.s the responsibility of the permit holder, not the City of Bremerton or Building Official to see i to it that required inspections are made. The permit holder must notify the Building Official when ready for i inspections. Failure of the permit holder to notify the Building Official of re~lired 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 exceed$- code requirements. Any demolition, testing, or financial burden shaU ! be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City I against any and all responsibility or liability connected with the construction. I I hereby certify that I have read and examined this permit and know the"same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein lor not. The granting of a permit does not presume to give authority to violate or cancel the provisions of I - i any other state or local law ,.:t:egulat ing construct ion or the performance of construct ion. i Slgn'lur..ii:o '\ I ~ kl J bJjlrJ4~---':"- 0'1.. __~L~9.2______________ I ,- ~.._...-......-.....-. I I certify that I am exempt from the requirements of the state contractor's registration law, under i Section 3, Chapter 120, laws of 1967. " 1 I Signature: -.----.-.-...--.----"-----------.;;;;;:.'-.T-;;:{1'------.--..---- Date: .------.--------.--------.--....----.-- ; ;~:~~~:*~:~::~~~~:~~~~:~*~;~".,. ..~.".",.-........ D/:ltEl: ..~.-.."..L~..::,.~:1 -". ", , ~''\.,,!':t!:j~;;,,':j.' h"Jlo:~~"'''./'~''''-l,'-:\_t>'<o'jtl''-''; BREMERTON P'ERM:r T'" 'CENTER 286 4th Street. Bremerton, WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 Job Address: 2700 CLARE AVE L. (I Cl':l t; :l c:m:: Assr Acct No: 3966003-001~1~O& t Building Permit No: 99-0256 stl:1tu~\i: ISSUED Issued: 05/18/1999 ~ -ixpires: 11/14/1999 RF('~UII:~ED INS P E C T ION S I I t f:~m:: OJ. son PL., UMB I NO GHCltJN.t)wm~1\ Item~ 02150 CROSS CONNECTION CONTROL Dapt: BLDG Division: Dept: CRossec Division: ********************************************************************************* TESTING: Must be recognized by the Washington Association of Building Officials SPECINSP: Must be registered with the State of WA ST OF WAll ~:;tatf~! o.r WA D~:,'!pt" of L..abor and lndustr:t.f.:l':$ 4'7(3....4921 HEALTH: Bremerton/Kitsap Health District 4'78-5235 ALL. INSPECTIONS PERFORMED BY T~~ CITY OF BREMERTON MUST BE SC~1EDUlED THROUGH THE ql=I~M'I'''I'' (~liN-I.I=I~ (Q~()) ~'7"8-~?'7F r "t. "\ , . "I .." "~. " $t \,;) f.;t 11"1.. ~.;) ~... ..::> l' ********************************************************************************* ~r~~~iu~~~~....~........._.__..._.._...__.. Da t e : ..?fl1fi"1. _.___M...._ , . :,,~ ':"'~<-:'~ ;.",!" .... ,~l..t':!i..:.r.l;. ',,;,~ ., 'f .:. , , ~ ,,~ ::::::::::::::: ::::: ::::: ::~:::::: :::::::::: :::::::::::::::::::::::::::::: :::::::::::;::: ::::: ::::::::::::::= ::::: ::::: ::::: ::::::::::r:::::::::::::::::: :::::::::: ::::: ::::: ::::: :::::~:::: ::::::::::;:::::~ ::::::::::::::::::::,':i:::"::::.:::::: ::.::::::::::::: ::~:::::::::::: :::::::::::::::::;:: :::::::::::::::::::: ::::: ::::::::::::::::::;;::::: ::::: ;:::::::::::::: :::::::::: :::::::::: BREMERTON PERMIT CENTER PERMIT CONDITIONS Permit No~ 99-0256 Pi:19f~ :: 1 ====~:==:==:=::=::==::=:=~::==~==~~==:===:~m=::::::=====::=::==~~=::==:=::::==:=::=::~=~==~::::==::=:=::::~:====::==::~~:::::::==:::=::~:==::::==::~::~:= Job Address: 2700 CLARE AVE Assr Acct No: 8966003-001-1106 L.ocat :1. on:: Applied~ 05/17/1999 Approved: 05/18/1999 Issued: 05/18/1999 Applicant: SILVERDALE PLUMBING Owner: OLYMPIC RADIOLOGY Contractor: SILVERDALE PLUMBING Df.~H~Cr :1. pt :I. on : PLUMeING FOR OLYMPIC RADIOLOGY (99-0022) Cone!:1. t ], one: 1. PERMIT IS FOR PLUMBING DRAIN WASTE & VENT GROUNDWORK ONLY. A SEPARATE PLUMBING PERMIT MUST BE APPLIED FOR AND AP~~OVED PI:~ I OR TO COMMJ::::NC I NG ROUGH..., IN. A PI....UMB I N(:;j F' I Xn.lf~I:::: SCI...IEDUI....F: .MUST BE INCLUDED WITH THE REQUIRED DRAWINGS. 2.1. Domestic service to provide protection by installation of an approved reduced pressure backflow assembly or assemblies at the point of entry to the facility~ with no connections allowed upstream of the assembly. ,2. Landscape irri9ation to provide protection by 'installation of an ap~roved double check valve assembly or assemblies at each connection to potable water. s. Fireline~ if applicable~ to provide protection by installation of an approved double check detector assembly or assemblies at each connection to potable water. NOTE: ALL APPROVED 8ACKFLOW ASSEMBLIES MUST BE ON THE ,CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH APPROVED ASSEMBLY LIST AND MUST BE TESTED AT THE TIME OF I NS,,!,'AI....I...Af ION ~ WI"'IE:NE:VE}~ MOVEI) em SERVICEIJ u AND ANNUAL,I.."Y. TEStS MUST BE PERFORMED BY A CERTIFIED WASHINGTON STATE BACKFLOW AS~~M8LY TESTER. TEST REPORTS MUST BE SENT TO BREMERTON PUBLIC WORKS AND UTILITIESp ATTN~ CROSS ,CONNECTION CONTROL, 100 OYSTER BAY AVENUE~ BREMERTON~ WA 9B~:11 ~;:~ . 1';-' Permit 1"'lolder ~~'S S:i.!;;matutB..,..."".." . ....... ,,," . --~................._...__._.............. Dat "...5ito'{ll.......... RECE\VEO r:;;. .. "JU,N':110)1~91~9.99 "..xp" g '"., ,7 CITY g: :S::5wg~5 DEPT. D UTLtmS ~--R BAY AVE. 100 u~".. , tt___-J. ~lvS /~aRi~:::t-:;ER'-<T:PN PERM I T CENTE:R /'" .286 4th ~~treet,. Bremer.ton,. I,JA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT :t7()O CL.ARE AVE ...-------~ ~}S':1:r6{~ll"'''1106 Permit No: 99-0276 St at us: P[:ND I NG Applied: OS/28/19?9 Issued: Lxpi. ref.l: s IL.V~:::ti[)AI".J:: PL. liMB I NG f.)-(.)_.....t:W)X C~~L'~ (,,'11 Vf:"f:r)AI f..... " II... fl r.:)~.. I C)~;) ,:'> ,I. ,,,, ::. ~1.. ... ~,' .::. ~ 692.....BB40 WA 9B:::IEl~:i Ov.-mer: OL.YMPIC !:~ADIOL.OGY 691.~".B4~:)O WEST SOUND PfWFFSS I ONf.lIL. PO BOX ::119 Bf~EMEf~TClN ~ I.llA 988;;:17 Contractor: SIL.VERDALE PLUM8ING 692-8840 P ..0" BOX 96~:l Sll....VEf~DAL.E p WA 983K3 ltc #: SILVEI*220NU Subcontr: Def.lc: PL.UMBING F'Clf~ OLYMPIC f~ADJ.OI...OGY *******************************************************~***************~********************* Valuati.on * Permit FeeB~ 160.50 Total Calculated Fee: 251,,83 .00 * ~lan Check Fees: 91.83 Additi.onal FeeB~ .00 * Other Fees: .00 Total Permit Fee: 251.83 *********************1~*********************************************************************** MEC~AN~CALI~L~MBING FIXTURES-',- PLBI~-Wate~ Cl?set..,...." ~_.- PLB~::9Wartrf~. . , ~ . . " . . . . . . . : 6 PLBG..Kl t che, I _~i nk.. " . .. .. . .. . 4 PLBGH.aundry Tray....... ...." 1. PL.BG-C I ot hes Wastier"... """ . . 1 ~oo-r~H~'~'~': 1 B:rSink/Dra! .~:~~ , "", ", *)( * * tHf .j(' 1(, ~..* 'M'* ,)(.*'1i.~.~.~ * *'l("* **.x: * .~* 1Hf.* N. .)(0* *...)( ~ * * ~f* *.*.* .* * ***. * N"M.)t N.. * .)(.)()( ')(-)l-'* *.J( * .)(..* * * .)1:* **.\ . .<.*.x.l)f~:* .j(. ,** .)(.f )( * * .)(..)1:* , < - ~.. . ~ .l. - ThJs permitahall become null and 'void if the building 0; 'ork alltfrized by.this:permf . IS not cOlr.me.~ced hin 180' days from the date of such permit, or if this buj.lding or . ut-.hol'ized uy aU0!'(permit .is stWpcmdt1d l. i~bandoned at any time aftt1r the work is Gommenced for)1 period'or 18u ';:; ,-;: /~" .-.--.-.- NOTICE .. It is the responaibil ity of the .~erml.t ho1der p not the City of 8rsmerton or 811ildin9 Offtcial to see to it that required inspections are made, The permit holder must notify the Building Official \iJhen ready for inspections. FailLtre of the permit holder'tcl notify the Building Official of required inspections may rer-lult in the stoppage of the work until such time that the permit holder can substantiate to the building officIi,l that t he concealed wor k meets or exceeds cod!') requi rements, Any demol it ion, testi ng, ell'" financial burdr:311 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 Dr cancel the provisiom3 of any other state or lCIl:;al law regulating conr.-ltruct iem or t he performance of construct ion. Signa t u,~ ~~ : ......'_........;"N........._'___...._.... "..............."_I..'..'_'.....'__IIIOII~"'..Jt'~.."'...,......_....""'_~~,_,,,.........._......__,_..... Da t a : IU"j..ft"'''J"j''''''''I"lI~''U''~nMJ~~I.l'llIIIl.IIO''I",,__',.._nl.ft._...._,.,....."" _,... I certify' that I am exempt from the requirements of the statt= CfJntractor's regJstration law, under Section 3, Chapter 126, laws of 1947 . Slgna+ure' ~ J p?~ ~1- / /J. ) [)ate:__...._..~._'".~__--...__.g...._,,__-........._9._.__~_.-'___.___ -' I" . .".__. . ...' ,,-,,_.._~,-,--,-.l.~--":- ,.........".._.._. ..~._.(,{'f::!:::!......... .. ... .. .._. M************' .**al*M****** Permit Cerl'l;er.".....Approved By:: . __ Date:: '" .'" :;"~'.'; ,r~"'''-'''' - or" '~~ I I ./ ..,',. ~~KrazaI1& ASSOCIA TES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION, " :',i. . June 23, 1999 KA Project No.: 066-99093 Dear Mr. Durday, 'It~/f: .J/I/ . II 1If.~@ ~(l '/~ I t:... ...." ,. .J li' ,. BUt SRI" ",.:t;'9o ~ ~D41tGlb~1( ',,' .~ D~A /'OAJ ~Jrh'v l1(~r "- Mr. Gary Durday WEST SOUND PROFESSIONAL PROPERTIES , 13360 Lester Road NW SilverdClle, WA, 98383 RE: " Compaction Testing - Building Pad Olympic Radiology ,Bremerton, Washington " ,.. In accordance with your, authorization, we have performed compaction testing at the above referenced 'project. Th~ compaction testing was performed by our engineering technician. The~ test results indicate that the fill and subgrade within the building pads has been compacted to a. minimum of 95% of maximum density unless otherwise noted. The maximum depth of the soil tested . was 6 inches." This testing does not preclude the possibility that the soil or fill may be loosened by " future construction activities. No testing or investigative' work was performed beneath 8 inches and is beyond the scope of this report:' Horizontal and vertical limits of the building pad area were determined by others. Results are . based on limited sampling of the fill and subgrade within the building pads. Our firm does not guarantee earthwork construction, nor does our work relieve the contractor of his/her responsibility to conform to the approved project plans and specifications. The tables on the following pages present the results of the density tests taken at the project site. The depths cited were measured from rough grade. Corresponding daily field reports are included for your review. ' If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. , . '.Respectfully submitted, ..K~ ~TES.INC. J~. Bowers ; Construction Services Manager . Poulsbo Division ~q... ~a-~ Dean Alexander PrinCipal Engineer RPE No. 30508 JMBIDAltrg , Enclosure ;'9,c:W~I11"/;:'Of,rBREMER1(ON:DCD-;;:rv1i;.r$'cOtFEiick'~onJ . .....'~" "a~~'it::-"'l~,~..g\:;',"'.,>\"'''l_~,_.._~.-~.,;~:..-'''~~'- - . With Ten Offices Sen'ing The Western United States 383 NW Equestrian Drive. Poulsbo, WA. 98370. (360) 598-2126. Fax: (360) 598-2127 " , .. .. , .....c;, " , - ",- , , " ,'-, ,.' ' .- , Pads - , " " ' - ': Proj.'No.: 066-9909.?--/ '" ". ,-,..-. . ... ~ , Page 2 I. Laborato action Curve Data -.' ."',- ~ . >~.'. ; ,"0 . ,',;ASTM '. Material ' Curve Max. Dry Optimum Sample Description Test Method Classification 'No. ' 'Der.;(pcf) :Moisture -,':"\ ,0 , , Native, Brown Sand & Gravel W/Cobbles 01557-91 C A 137.9 6.3 Native, Brown Sand 01557-91 A B '120.'0 9.9 Native, Brown Sand & Silt W/Cobbles 01557-91 C C 127.4 9.7 3/4" Minus Crushed 01557-91 C 0 133.1 9.1 1-1/2" Minus Crushed 01557-91 C E 148.2 5.5 II. Field Density Tests ""'.-. Test Curve Test In-Place Moisture Percent Percent C~' No. Station or Location No. Depth Density Percent Compaction Required 2-Jun-99 Pads: 4' below slab on grade for first floor. KA Inspector: B.Hughes 34 SE corner of SOG, 10' C 0'6" 123.1 6.3 97% 95% W of E wall. 35 SE corner of SOG, 20' C 0'6" 122.7 6.1 96% 95% W of E wall. 36 SE corner of SOG, 10' C 0'6" 123.7 7.8 97% 95% W of E wall. Italicized Tests did not meet required percent compaction. (',,' " , 66-99093 - w..st Sound Professional Properties Krazan & Associates, Inc. With Ten Offices Serving The Western United States Peds ':1.;:.~Krazan & Ass( jiates, ':p,' GEOTECHNICAL E~GINEERING .. ENVIRONME,NTAl ENGINEERING .' '. CONSTRUCTION TESTING AND INSPECTION In c. .:!II'I.,.... , DSAFilelAppl. No.(j) . OSHPD No. 001;240 ,,', Permit No. , ~,t!J(!) l.. 'L . . ,pATE: '.' ::L .l~..~ 9 ?' : PROJECT': G:,6'cq, ,"CD <iJ ' .PROJEc:r.m~~1'ZA-D10' 0'4 :}OCATION:, ,,' W~ .~. e. :; :KRAZAN PROJECT t.,\ANAGER: . c.. CONTRACTOR: I.O.R.: PRESENT AT SITE: COPIES TO: WEATHER: fJ Q wPc- 6,'8u~1 SutJ TEMP: T-O 00 .. C5rJ :;.S'ITe.. '1M.- At?~Q.5r (0 f~ r..J' Pt/K~ iz-s 6rJ .... q,~:~ ~Q<-fZ~VC ~~ A< '..~ ..B~w~ . ~~~c...:_v.)(m_~~... . " " : - '. ',' ;' .' ;,(, '.~. ,I ',,' '-: . _" ' : - . . D"Nrl. :t l P" "" 'tl Fe w..b I) :~. i~N,' b t/r,Q~1\J6 ;>~ ,.:> ~ AJ. 9C::sA~' ~ 't. '. ....... ~~.. ~Mfl~ t;,t;b;' -q,,~lt~AI .. A. ""-, ';/ '. (1r,M PAe.n o~ A cm(Pr./~ . I~J) .~~.'." ." , " '.: '. 7 ." ~' . ,. .. . '. '. .~. .'-/fr~ :;,:'; S~ .~..':: (~ aJA~ TJ4..L 6~F..e.ec &~ ~~..-6,;.J.(~ $~ COl{UJcVL.-oF n4-e-.' S~ . ,'.::Jl'L If?s:-.,:g ~ >.,.;.......:....~ };/ , . ~;:/' .;\' ~) ',' ,'\.,: ':T9Ihe best of my knowledge. the. abo~AS NOT performed in accordance with the approved plans" specifications, and regulatory requirements. ~p~ Te'hnitc~d~ . 4:23 7 Fos,ter Ave. 254 74th Ave. S 275 West Dakota Avenue 550 Parrott St. #7 ;':Bak.ersfield, CA 933.08 Kent, WA98032 Clovis, Ca 93672 San Jose, CA 95772 '(805) ,633-2200 (253) 854-7330 (209) 348-2200 (408) 271-2200 FILE COpy 723 Commerce Circle Sacramento. CA 95815 (976) 564-2200 t..... ,4 STORM DRAINAGE REPORT FOR: OL YMPIC RADIOLOGY LOCATED IN SW/4, SEC.12, TWP.24 N., RGE.1 E., W.M. Assessor's Account: 3966-003-001-1106 CITY OF BREMERTON KITSAP COUNTY, WASHINGTON March 12, 1999 FOR: RICE FERGUS ARCBTfECTS 262 4TH STREET BREMERTON, W A 98337 PREPARED BY: T earn 4 Engineering Suite A, Box 2 5823 NE Minder Road . Poulsbo, W A. 98370 (360) 297-5560 'J(l"~, } -:>" " '~..J ~ _.,...../ d /,.7 ";.j ij 'rlil 2 -) :. ~,,, ~ 1999 ' :..~ ;J. cY~" ~ . ,~ ........,1 \';. ~rc:' '/ ' \\. ..-- ,.( ~I'! - ~) / , '~~<1~, U ~ .,'...."- " ,- /' -e~~____-'-~ 0;-.'''' ''0 I, l~ If,,) rf: n \1/7 f~ l-fl~;\ t,.,) If '," If I! ,~. Ie ' n ~ t~ ~::} ,~;:) ,-~ l.J ",.", , t):1 ! \\ fi "'l 1 f\ ""1" t:~:) 1i'1A!.( 1. \) !::l~:l:) r}. ~:'} i;:: r} ~: l'" 'l~ () ,\1 ~..'; ..",."~~~,,..r~ '" 1\J BUiUJING DEPARTMENT EXPIRES 1/30/C!> \ A "lfICa"ltlnS t;h!R not pftV'9rA tt.~ tliors 0" (Im.~' .I{lm; In thase pl11l1r. ~lh.. ~pe(; ,," ~,. ,: l"orrecTi. , I.' B "" .-,1 ",,' "I". "<"":1 r""hl!m'l<1 rmllsmr", or w ,. .....11...1\.. "1T ,"1\1/'" nI~ ~"~,r'\1",iJ"...' ",',lJ,lt,' ",.\" ""!~ e . .,.;;;;ut ;cou III ~; v \\i' ,.,' .,. c, ~, .,''' " '.. ....,,"',.. .,.~ t..,." ",-C;,(i-t iij-l1h:i ~:m" ,/ "A"~ r,.''''''''P r'i'f ',r"'''1n \~"-'i\'l't!:lO 'tl1e C'll},:~,~.....,j) 01 .,.......;if ......... \.of" . o 1i;z;',,:'~~ \-..:;,~\IR ~,~! 1 "..~"..+..~.. TABLE OF CONTENTS I. II. m. IV. V. VI. VIL VIIL IX. X. LOCATION DESCRIPfION OF PROPOSED DEVELOPMENT PREDEVELOPMENT SITE CONDITIONS UPSTREAM ANALYSIS DOWNSTREAM ANALYSIS OVERVIEW OF PROPOSED STORMW ATER MANAGEMENT STRATAGIES TECHNICAL REQUIREMENTS HYDROLOGICAL ANALYSIS EROSION AND SEDIMENT CONTROL OPERATION AND MAINTENANCE MANUAL PG.3 PG.3 PG.3 PG.4 PG.4 PG.4 PG.5 PG.5 PG.12 PG.13 FIGURE 1 FIGURE 2 FIGURE 3 FIGURE 4 FIGURE 5 EXIllBIT 1 EXIllillT 2 EXIllBIT 3 EXIllBIT 4 EXIllBIT 5 EXIllBIT 6 EXIllBIT 7 EXIllBIT 8 EXIllBIT 9 FIGURES VICINITY MAP PREDEVELOPED SITE MAP SOILS MAP DOWN STREAM MAP DEVELOPED CONDITIONS SITE MAP PG.14 PG.15 PG.16 PG.17 PG.18 EXIllBITS HYDROLOGIC SOIL GROUPS CURVE NUMBERS MANNING'S COEFFICIENTS 2 YR, 24 HR ISOPLUVlAL 10 YR, 24 HR ISOPLUVlAL 100 YR, U HR ISOPLUVlAL VOLUME CORRECTION FACTOR BIOSW ALE DESIGN WORKSHEET VARIANCE REQUEST PG.19 PG.20 PG.21 PG.22 PG.23 PG.24 PG.25 PG.26 PG.27 ? I. LOCATION The proposed development site is located in the Southwest quarter of Section 12, Township 24North, Range 1 East, W.M., in the City ofBremerton, Kitsap County, Washington. The site is situate in the northeast quadrant of the intersection of Claire Avenue and Hemlock Street in East Bremerton. (See Figure 1 - Vicinity Map.) II. DESCRIPTION OF PROPOSED DEVELOPEMT The proposal is to build a Radiology Clinic on the 0.723-acre site. The improvements will consist of 10,800 square feet of floor area in a two level building. The development will inc1udetwo asphalt-paved accesses, drive aisles and parking areas for 45 spaces. Other improvements include water service for domestic and fire flow, gravity sanitary sewage service, miscellaneous utilities, storm drainage collection and conveyance system and a stormwater infiltration trenches with bioswale for water quantity and quality mitigation. A detailed breakdown of post-development areas is presented in Section VII Hydrologic Analysis below. Water for domestic use will be from a City of Bremerton main located on Hemlock Street adjacent to the site. Sanitary sewer service will be from an existing City of Bremerton gravity main north of the building in Hemlock Street. III. PRE-DEVELOPMENT SITE CONDITIONS The 0.723-acre site is a portion ofa single drainage basin labeled Basin Pre-Dev. The site is currently undeveloped but contains three old foundations from a previous housing project. The site supports a limited plant community of Big Leaf Maple deciduous trees and groundcovers including Scotch Broom, grasses and other plants. See Figure 2 - Pre- developed site map. Basin Pre-Dev is a 0.723-acre area, which discharges as overland sheet flow to the north margin of Hemlock Street and into the City storm drain system. This system discharges to the Port Washington Narrows. The area slopes to the south with ground slopes of 0% to 10%. Basin Pre-Dev contains only onsite areas as off site areas to the north that formerly discharged to this site have been developed with a storm water management system which collects all runoff and discharges to the City storm drainage system. See Figure 2 - Pre-developed site map. The soils on site are listed in the "Soil Survey of Kit sap County Area, Washington" prepared by the United States Department of Agriculture, Soil Conservation Service as #36 Neilton Gravelly Loamy Sand, 15 to 30 percent slopes. (See Figure 3 - Soils Map). The Neilton Gravelly Loamy Sand is included in Hydrologic Group A, (See Exhibit 1 - Hydrologic Soil Groups). 1 IV. UPSTREAM ANALYSIS As previously stated, the off site area to the north which previously drained to the site has been developed with a stormwater management system which collects all runoff and discharges to the City storm drain system. Therefore there is no upstream stormwater runoff entering the site. v. DOWNSTREAM ANALYSIS All stormwater runoff from the project site area to be developed discharges to Hemlock Street as overland sheet flow, is collected in the gutter and enters existing catch basins along the street. The existing City storm drainage system conveys runoff south along Claire Avenue to a discharge to Port Washington Narrows. See Figure 4 - Downstream Map which shows topography of the area. A detailed analysis of the existing system capacity has not been performed for this study because the stormwater management system selected for this project consists of infiltration and will not rely on the City storm drainage system. VI. OVERVIEW OF PROPOSED STORM WATER MANAGEMENT STRATEGIES The Stormwater Management strategy selected for this project includes the following elements: · The runoff from the building roof area of 9,800 SF will be directed to two rock filled infiltration trenches. The roof area is divided into the NE half and the SW half so that the individual infiltration systems will each be designed to accommodate 4,900 SF of roof area. This runoff is considered clean and will have no quality enhancement facilities. These basins are labeled NE Roof and SW Roof. · The Asphalt paved areas and most of the landscaped areas are included in the basin labeled Dev-Detained. The parking areas and drive aisles will drain to catch basins. This flow will enter a Splitter Manhole that will include two controlled discharges. One discharge, labeled 6 MO Splitter Orif, directs the water quality storm (the 6 MO storm) to a bioswale. The bioswale discharges to an infiltration trench shared with the SW Roof area. The other discharge from the Splitter manhole, labeled 100 yr Splitter Weir, is directed to an infiltration trench under the parking lot, labeled Dev-Det. An orifice is used to discharge the 6 month storm and a weir is used to discharge flows above the 6 month storm. · A portion of the landscaped area will not be collected in stormwater management facilities proposed for this project. This area is basin Dev-Bypass. The runoff from this basin is less than pre developed runoff from the site. This calculation is presented in Section VTII Hydraulic Analysis later in this report. 4 vn. TECHNICAL REQUIREMENTS The City of Bremerton Department of Public W ories - Stormwater Division in conjunction with the Washington State Department of Ecology Stormwater Management Manual for the Puget Sound Basin, defines technical requirements. · The Water Quantity Mitigation facilities will be rock filled infiltration trenches designed for the 100 year, 24 hour, type lA storm with developed flow rates. · The Water Quality Mitigation facility for the asphalt-paved areas will be a bioswale designed to provide treatment for 64% of the 2 year storm, exceeding the minimum requirement, the discharge from the 6 MO, 24 hour, Type 1 A storm. VIII. HYDROLOGIC ANALYSIS Runoff computations utilize the SCS-based hydro graph method, Santa Barbara Urban Hydrograph (SBUH) method with Type lA, 24-hour rainfall distribution. The hydrological analysis was performed using WaterWorksHMS (Release 6.1.3.2) by Engenious Systems, Inc. Other parameters are as follows: · Runoff Curve Numbers (CN), Type lA Storm~ See Exhibit 2 - Curve Numbers. · Manning Coefficients, See Exhibit 3 - Manning Coefficientsf'K" Factors. · 2 year, 24 hour Precipitation Isopluvial~ See Exhibit 4. · 10 year, 24 hour Precipitation Isopluvial~ See Exhibit 5. · 100 year, 24 hour Precipitation Isopluvial; See Exhibit 6. Project Precips [2 yr] [5 yr] [10 yr] [25 yr] [100 yr] [6 me.] 2.60 in 3.10 in 3.60 in 4.25 in 5.10 in 1.66 in <; 1. PRE-DEVELOPED CONDITIONS. BASIN: Pre-Dev Basin Pre-Dev parameters are presented below. This information is obtained from the history file for the project from the Waterworks Program and is used in the analysis. Drainage Area: Pre-Dev Hyd Method: SBUH Hyd Peak Factor. 484.00 Storm Our 24.00 hrs Area Pervious 0.7230 ac Impervious 0.0000 ac Total 0.7230 ac Supporting Data: Pervious CN Data: Meadow Old Foundations Pervious TC Data: Flow type: Description: Sheet Dense grasses Sheet Dense grasses Sheet Dense grasses . Sheet Smooth Surfaces (sidewalk) Channel Curb & gutter (0.807/0.021 2 yr Flow Time Summary: 0.0200 cfs 17.00 hrs 10 yr Flow Time Summary: 0.0688 cfs 8.17 hrs 100 yr Flow Time Summary: 0.2029 cfs 8.17 hrs CN 67.51 0.00 65.00 98.00 Loss Method: SCS CN Number SCS Abs: 0.20 TC 0.34 hrs 0.00 hrs 0.6680 ac 0.0550 ac Slope: 10.60% 9.76% 8.64% 2.00% 2.69% Length: 90.00 ft 82.00 ft 55.00 ft 5.00 ft 68.00 ft Volume 1090.79 cf - 0.0250 acft Volume 2450.33 cf - 0.0563 acft Volume 5019.72 cf - 0.1152 acft Coeff: 0.2400 0.2400 0.2400 0.0110 38.??oo 2. POST DEVELOPED CONDITIONS. BASIN: Dev-Bvuass Travel Time 7.47 min 7.16 min 5.47 min 0.12 min 0.18 min Basin Dev-Bypass parameters are presented below. This information is obtained from the history file for the project from the Waterworks Program and is used in the analysis. Drainage Area: Dev-Bypass Hyd Method: SBUH Hyd Peak Factor. 484.00 Storm Our 24.00 hrs Area Pervious 0.0870 ac Impervious 0.0000 ac Total 0.0870 ac Supporting Data: Pervious CN Data: Lawns & Landscaping Pervious TC Data: Flow type: Description: Sheet Lawn Sheet Sidewalk Channel Gutter 0.807/n n=0.014 CN 68.00 0.00 68.00 Loss Method: SCS CN Number SCS Abs: 0.20 TC 0.09 hrs 0.00 hrs 0.0870 ac Length: 65.00 ft 30.00 ft 115.00ft Slope: 7.69% 8.30% 5.20% Coeff: 0.1500 0.0110 50.0000 Travel Time 4.49 min 0.29 min 0.17 min n Channel 2 yr Summary: 10 yr Summary: 100 yr Summary: Gutter 0.807/n n=0.014 Flow Time 0.0026 cfs 9.00 hrs Flow Time 0.0120 cfs 8.00 hrs Flow Time 0.0335 cfs 8.00 hrs 110.00 ft 2.30% 50.0000 Volume 136.46 cf - 0.0031 acft Volume 303.01 cf - 0.0070 acft Volume 616.07 cf - 0.0141 acft 0.24 min Comparison of these bypassed flows with thew basin Pre-Dev flows shows the bypassed flows are significantly less than the basin Pre-Dev runoff flows. 3. POST DEVELOPED CONDITIONS. BASIN: NE Roof Basin NE Roof parameters are presented below. This information is obtained from the history file for the project from the Waterworks Program and is used in the analysis. Drainage Area: Dev-NERoof Hyd Method: SBUH Hyd Peak Factor. 484.00 Storm Our 24.00 hrs Area Pervious 0.0000 ac Impervious 0.1125 ac Total 0.1125 ac Supporting Data: Impervious CN Data: Roof area Impervious TC Data: Flow type: Description: Sheet Me~IRom Channel Rain Gutter (0.508/0.010) Channel Dummy to have Te of 5 min. 2 yr Flow Time Summary: 0.0658 cfs 8.00 hrs 10 yr Flow Time Summary: 0.0923 cfs 8.00 hrs 100 yr Flow Time Summary: 0.1318 cfs 8.00 hrs CN 0.00 98.00 98.00 Loss Method: SCS CN Number SCS Abs: 0.20 TC 0.00 hrs 0.08 hrs 0.1125 ac Slope: 25.00% 0.05% 0.50% Coeff: 0.0110 50.0000 50.0000 Travel Time 0.28 min 0.75 min 3.97 min Length: 50.00 ft 50.00 ft 843.00 ft Volume 967.76 cf - 0.0222 acft Volume 1374.62 cf - 0.0316 acft Volume 1985.88 cf - 0.0456 acft The 100 yr Hydrograph data for Basin Dev-NERooffollows; BasinlD Peak Q Peak T Peak Vol Area Method Raintype Event (cfs) (hrs) (ac-ft) ac fLoss Dev-NERoof 0.13 8.00 0.0456 0.11 SBUH/SCS TYPE1A 100 yr The roof runoff from this basin will discharge to an infiltration trench labeled Infil Trench NERoof. The data for this infiltration trench follows; 7 ~~__n___.'~.____~__ m__ ._____" _, _ ....--.--..--------.,-. Node 10: Infil Trench NERoof Dese: Infiltration Trench NERoof StartEI: 92.0000 ft Contrib Basin: Length 90.0000 ft Width 6.0000 ft Max EI: 93.5000 ft Contrib Hyd: Void Ratio 30.00 The infiltration rate for the sand soils on the site are 8.27 inlhr from the DOE Manual. With a factor of safety of2 applied to the infiltration rate (use 4.135 inlhr), the Stage discharge relationship for this infiltration trench is as follows; Control Structure 10: Stg-Disc NERoof - Stage Discharge rating curve Descrip: Stage - Discharge Table Start EI Max EI Increment 92.0000 ft 95.0000 ft 0.10 Stage Discharge 92.0000 ft 0.0000 cfs 92.0100 ft 0.0516 cfs 95.0000 ft 0.0517 cfs The level pool routing for this facility is as follows; RLPCOMPUTE [RL NERoof] SUMMARY 100 yr PeakQ= 0.13 cfs Peak Out Q: 0.05 cfs - Peak Stg: 93.00 ft - Active Vol: 162.63 cf 4. POST DEVELOPED CONDITIONS. BASIN: Dev-Detained Basin Dev-Detained parameters are presented below. This information is obtained from the history file for the project from the Waterworks Program and is used in the analysis. Drainage Area: Dev-Detained Hyd Method: SBUH Hyd Peak Factor: 484.00 Storm Our 24.00 hrs Area Pervious 0.0000 ae Impervious 0.3940 ae Total 0.3940 ae Supporting Data: Impervious CN Data: Asphalt Parking Lawns & Landscaping Impervious TC Data: Flow type: Description: Length: Slope: Sheet Mulched landscaped area 20.00 ft 5.00% Sheet Asphalt, Smooth Surfaces 30.00 ft 9.30% Sheet Asphalt, Smooth Surfaces 60.00ft 1.17% Channel Storm Drain, N12 154.00ft 1.00% TC of 2.99 min < 5 min, program will use a te of 5 min in computations. 6 mo. Flow Time Volume Summary: 0.0913 cfs 8.00 hrs 1384.58 cf - 0.0318 acft 2 yr Flow Time Volume Loss Method:' SCS CN Number SCS Abs: 0.20 CN 0.00 92.44 TC 0.00 hrs 0.05 hrs 98.00 68.00 0.3210 ae 0.0730 ae Coeff: 0.0600 0.0110 0.0110 42.0000 Travel Time 1.00 min 0.28 min 1 .11 min 0.61 min R Summary: 10 yr Summary: 1 00 yr Summary: 0.1833 cfs Flow 0.2853 cfs Flow 0.4386 cfs 7.83 hrs Time 7.83 hrs Time 7.83 hrs 2610.02 cf - 0.0599 acft Volume 3971.42 cf - 0.0912 act Volume 6058.76 cf - 0.1391 acft This basin includes the asphalt parking and drive aisles of the project. This area requires a quality enhancement feature. The preferred method is a bioswale. Due to topographical site constraints that limit the size of an infiltration trench at a location suitable to receive the discharge from a bioswale, the runoff from this area will be "split" in a splitter manhole. The splitter manhole will divert the runoff from the 6 month storm to the bioswale and an infiltration trench ( Infil Trench SWRoof) in the southwest comer of the site. The splitter manhole will discharge the excess flows to an infiltration trench under the parking lot. The splitter manhole was designed by determining the 6 MO flow from basin Dev- Detained. Using Waterworks software, an orifice was sized at 1.7-inch diameter at a corresponding peak stage of92.67. In order to direct as much of the IOO-year flow as possible to the infiltration trench labeled Infll Tr DevOet, the orifice was decreased in size. A 1.5-inch diameter orifice is used in the splitter manhole with the 6 MO storm discharging through the orifice at a corresponding peak stage of93.47. An 18-inch diameter riser was positioned to match the peak stage elevation for the 6 MO storm. Storms of greater intensity will flow out through both discharges. The Waterworks History file data for this work follows~ The hydro graph for Basin Dev-Detained for the 6 month storm follows~ BasinlD Peak Q Event (cfs) 0.09 Peak T Peak Vol Area Method Raintype Dev-Detained (hrs) 8.00 (ae-ft) ae 0.0318 0.39 fLoss SBUH/SCS TYPE1A 6 mo. The Splitter Manhole data, 6 MO rectangular weir data, and the level pool routing to demonstrate the maximum elevation in the splitter manhole during the 6 month storm follows~ Node 10: Splitter Manhole Desc: Splitter Manhole StartEI: 91.5000 ft Max EI: 95.0000 ft Contrib Basin: Contrib Hyd: Struet Type: CB-TYPE 2-48 Classification Catch Basin Ke Descrip: CMP: Headwall or Headwall & Wingwall sq edge;.ke=0.5 Catch Depth: 1.5000 ft Bot Area: 12.5664 sf Condition: No particular shape. Status: Existing Structure Approach Credit: 0.0000 ft Control Structure 10: Splitter 6 mo Orif - Multiple Orifice Structure Descrip: 6 mo storm splitter Start EI Max EI Increment 91.5000 ft 95.0000 ft 0.10 Q Orif Coeff: 0.62 Lowest Diam: Outlet EI: 1.5000 in 89.50 ft RLPCOMPUTE [RL Splitter] SUMMARY 6 mo. MatchQ=PeakQ= 0.09 cfs Peak Out Q: 0.09 cfs - Peak Stg: 93.47 ft - Active Vol: 24.77 cf The discharge riser is positioned at elevation 93.47. The level pool routing for the combined 6-month splitter weir and the riser follows; RLPCOMPUTE [RL Splitter Combo] SUMMARY 100 yr MatchQ=PeakQ= 0.44 cfs Peak Out Q: 0.44 cfs - Peak Stg: 93.55 ft - Active Vol: 25.77 cf As a check, the hydro graphs for the 6 month splitter R weir and the Riser have been added to show the total runoff flow from Basin Dev-Detained for the 100 yr storm is being accounted for. This addition follows; ADDHYD [100 yr-Splitter 6 mo Orif-OutHyd] AS [100 yr] [100 yr-Splitter RWeir-OutHyd] AS [100 yr] TO [DevDet 100 yr] Peak Flow: 0.4418 cfs Peak Time: 7.83 hrs Hyd Vol: 6055.46 cf - 0.1390 acft The flow discharged from the lOO-yr-Splitter RWeir will discharge to an infiltration trench labeled Inti! Tr DevDet The data for this infiltration trench follows; Node 10: Infil Tr DevDet Desc: Infiltration Trench DevDet StartEI: 91.0000 ft Max EI: 92.7500 ft Contrib Basin: Contrib Hyd: Length Width Void Ratio 50.0000 ft 20.0000 ft 30.00 Bottom area only with infiltration The infiltration rate for the sand soils on the site are 8.27 in/hr from the DOE Manual. With a factor of safety of 2 applied to the infiltration rate (use 4.135 inlhr), the Stage discharge relationship for this infiltration trench is as follows; Control Structure 10: Stg-Disc DevDet - Stage Discharge rating curve Descrip: Stage - Discharge Table for DevDetained Start EI Max EI Increment 91.0000 ft 94.0000 ft 0.10 Stage Discharge 91.0000 ft 0.0000 cfs 91.0100 ft 0.0956 cfs 94.0000 ft 0.0957 cfs The level pool routing for this facility is as follows; RLPCOMPUTE [RL DevDet] SUMMARY 100 yr MatchQ=PeakQ= 0.35 cfs Peak Out Q: 0.10 cfs - Peak Stg: 92.51 ft - Active Vol: 452.25 cf 10 5. POST DEVELOPED CONDITIONS. BASIN: Dev-SWRoof Basin Dev-SWRoof parameters are presented below. This infonnation is obtained from the history file for the project from the Waterworks Program and is used in the analysis. Drainage Area: Dev-SWRoof Hyd Method: SBUH Hyd Peak Factor: 484.00 Storm Our 24.00 hrs Area Pervious 0.0000 ac Impervious 0.1295 ac Total 0.1295 ac Supporting Data: Impervious CN Data: Roof area Lawn I Bioswale Impervious TC Data: Flow type: Description: Sheet Metal Roof Channel Rain Gutter (0.508/0.010) Channel Dummy to have Tc of 5 min. 2 yr Flow Time Summary: 0.0644 cfs 8.00 hrs 10 yr Flow Time Summary: 0.0961 cfs 8.00 hrs 100 yr Flow Time Summary: 0.1432 cfs 8.00 hrs CN 0.00 94.06 98.00 68.00 Loss Method: SCS CN Number SCS Abs: 0.20 TC 0.00 hrs 0.08 hrs 0.1125 ac 0.0170 ac Length: 50.00 ft 50.00 ft 843.00 ft Volume 926.34 cf - 0.0213 acft Volume 1381.73 cf - 0.0317 acft Volume 2074.50 cf - 0.0476 acft Slope: 25.00% 0.05% 0.50% Coeff: 0.0110 50.0000 50.0000 Travel Time 0.28 min 0.75 min 3.97 min As discussed above, the basin Dev-Detairied runoff is split with the 6-month storm discharging to a bioswale. Discharge from the bioswale combines with discharge from basin SWRoof and the combined flows discharge to the same infiltration trench. This infiltration trench is labeled Infil Trench SWRoof. The hydro graph analysis for the basin SWRoof and the hydro graph addition follows; The Waterworks History file data for this work follows; The hydro graph for Basin SWRoof for the IOO-year storm follows; BasinlO Peak Q Peak T Peak Vol Area Method Raintype Event (cfs) (hrs) (ac-ft) ac fLoss Dev-SWRoof 0.14 8.00 0.0476 0.13 SBUH/SCS TYPE1A 100 yr The hydro graph addition follows; ADDHYD [100 yr-Splitter 6 mo Orif-OutHyd] AS [100 yr] [Dev-SWRoof] AS [100 yr] TO [Final] Peak Flow: 0.2305 cfs Peak Time: 8.00 hrs Hyd Vol: 6943.85 cf - 0.1594 acft HydlO Peak Q ( ets ) 0.23 Final Peak T (hrs) 8.00 Peak Vol (ac-ft) 0.1594 Cont Area (ac) 0.1295 11 Final 0.23 Out 100yr SWRoof 0.10 8.00 12.83 0.1594 0.1594 0.1295 0.1295 The roof runoff from this basin and the discharge from the bioswale (Dev-Detained 6 month orifice) will discharge to an infiltration trench labeled Intil Trench SWRoot. The data for this infiltration trench follows; Node 10: Intil Trench SWRoof Desc: Infiltration Trench SWRoof StartEI: 79.0000 ft Contrib Basin: Length 100.0000 ft Width 10.0000 ft Max EI: 82.0000 ft Contrib Hyd: Void Ratio 30.00 The infiltration rate for the sand soils on the site are 8.27 inlhr from the DOE Manual. With a factor of safety of 2 applied to the infiltration rate (use 4.135 inlhr ), the Stage discharge relationship for this infiltration trench is as follows; Control Structure 10: Stg-Oisc SWRoot - Stage Discharge rating curve Descrip: Stage - Discharge Table for DevDetained Start EI Max EI Increment 79.0000 ft 82.0000 ft 0.10 Stage Discharge 79.0000 ft 0.0000 cfs 79.0100 ft 0.0956 cfs 82.0000 ft 0.0957 cfs The level pool routing for this facility is as follows; RLPCOMPUTE [RL SWRoof] SUMMARY 100 yr MatchQ=PeakQ= 0.23 cfs Peak Out Q: 0.10 cfs - Peak Stg: 81.74 ft - Active Vol: 820.67 cf 6. STORMWATER QUALITY ENHANCEMENT FACILITIES The selected stormwater quality enhancement method is a bioswale. The asphalt-paved areas will be treated in a bioswale designed to provide treatment for 64% of the 2 year storm, exceeding the minimum requirement, the discharge from the 6 month, 24 hour, Type 1 A storm. Calculated flows from the orifice discharge originating at the splitter manhole are used to design the bioswale. As presented in Exhibit 7 - Bioswale Design Worksheet, the swale is 4 feet wide, slopes at 1 percent, and has a required length of61 linear feet to meet the required 300 second contact time for the 0.12 cfs design flow rate. IX. EROSION AND SEDIMENT CONTROL A Temporary Erosion and Sedimentation Control Plan has been prepared for the project and are part of the plans submitted with this Report. Notes on Construction Sequence are also provided in the plans. The TESCP includes the following elements in sequence: . Construction staking of clearing limits 1? · Clearing the access road and installing the Stabilized Construction Entrance · Installing Filter Fabric Fences · Clearing and excavation of the Sediment Trap. · General site clearing and construction of Interceptor Ditches At this point the TESCP changes to a Maintenance Program. Elements of the maintenance program extends beyond maintenance of the above constructed facilities to application of best management practices to include slope stabilization, covering exposed areas, and other measures as included in the Project Notes, "Minimum Erosion and Sedimentation Control Requirements" and "General Erosion and Sedimentation Control Requirements" . x. Operation and Maintenance Manual The Operation and Maintenance Manual will be prepared and submitted along with the as-built drawings for the project. 11 "'-+i' c ~~ l~+~p .~ ~ /@l'1f,]f' '"~. '''i~N606'~.AY / "St'l. 'l:~. ~:I :NGO T "'-', I l"~ i', ",. r ".~ . ' []1 U'. ~ I.~ ,'...... ' ~' :.~ . :'rJ~ ~:, T- '''~.,_ , .,~../ ~ ~ . ,~, ~_ " . "'Cl1...;r1 . l I "..~ "~ f,r' - '___'. 'i . ._ , ., _, ~ .; ':'" ,'.. " J.....,,:'" "L.-r;1 . .. .- ;.,.,- "" = . '~~, ;'~ l, l ~I';I"~I~':!, ~ ~t~IO'" ~"'~1 '; '.~ .'~' ~I ~;~. ': ,~~t7f." f ~ ~'" ::_~ "r- ~ .;:;; , ,is''. - ':':' r-:- " <", J -,' ~, >>'. ", ,,.,.. "~l[, ; L ",'~~::" ",{~, ~b:::;-" .~ 7 5~ i i~' .., > 2800 : c _ ~~~, ~ l . f f ff",: ~RIOAN, . ~ ~." ,,< 'is I , \~ '.. ~.,,.":.. ':,,"~~,~0~'7it~," --~ ~<'~!ifJ'-" ROlJ"tJ .,,'~ ~C>.: .~ > - .~. -- - - ~ -- I[Bo' "",;' <', "~:~~" " " I . (~~. ,"""- ~'?' ",~ 00" '..,..' '...; ':' - . >In 4 ~~ " 'lj"~ , .' 4'''' . " 11:11 ~ <c:) .,' ": '~r-l :\' . -. N", ~ , " . . '8 ".:t;' '::..- I {f>"~K ;st(d ~ ~g ~ :-,~, ,~~ .. ", ~7 (V~, r" ". I /VAL ,~',:. ,,~~S;:.~'" I l1t,.qS . .: 1 .....Bo ~l yr .,r>' I RES~Rve I < ,.:. , l!! ~ ~ is: , .. - f.t/Iv.G't- ~-' 4 -.. - ""i~.l~' \\ - ~ 1~ f< I ~ ;;::U__ ,"- Me!l -- \ n. - -.. - ~- .. - - '01\1 1 ~ i g ~~~' \. "" ~ ; ~~ ~ ~ ; >~ (~l~: ~"> ~ / / ~I.:l' i 10."<"':/,. J? ~ ',- I'" ' .", ~ - -: [AS:IO ~ ~; : ,'~ - ---=; - ~ r..,. '." ".' "~ . T,"~ 11, ' 1\.- r- , ~ ~;,~"i ~" ~ '~~i'; "'- '~"'..... (~ 1600 }f-J, : ,: ~ \ .' :'::':.: L', ~ ;, < ~ . .. \', '..,' 'J~ . J. ~ ; ; . "~ . l'" ': -r-~; 0 1 ',L ~ '_ .. -:' r~:i;\ ~ " "01_""'" " ",~,.~"":. % ,:'?fJ! _ : ,', . . -~! /" . -.. >. -' ~l(~ ~ ; '.':;~~ -tp \, l.:' j -'l- . td ~ .. __ _ __ _ _ _ _ _ __ _ "__ J J' , -'Jr-- ~ '-. ,,;:; . J ',.. '\ . , ,1,.- L,,;;~ .~!' \~"">- '~~~.3,\~~>",~?:~\J, ,'~, ',;l!w,: l <D~~;,,::';,;;::;= ......:,,, ,,, '-,' \ ,\;:;:,--",\,,-,\ ..,'" F;,,,I/h 1 ~~,!I~~~ ~ ., '. rJl ~t-" \,0 ',"~ _, ..r " I ,:t- --, ..i,.~~ il.:. L., .,;~;. :.,iJ HiL . 7. .' .. 00 _ . . ._1 1 , > ",' , ~'flt':' . ~ : % ~.. rl ~ul.'~ ' J .;J ~ ~-~... , ~ .. ~' :)>;- FIGURE 1 - VICINITY MAP I .09' -..'Ia"IYO~ Z ILLHON I .. /x .7=r:-~:~~~,~ ~ ~-:~~'~L-.'" "J:r/ "'" ~ ~ ~-~,- -/ -:/ . i-:-/--~~~~" '\'",) )i. / / ) '-CG, ~ ~J' \ I, :ri; // "-0 /// ).Z~..~:>;:~~ \\~ ~ .:.:. <\~I (Y) ~ If) I I I I ! ~ I / Q.Q.QQ.Q. ~' / i \ --1' .. ~J / ' II T ~ / r" ~ '/ I ,.../ / '. /~~ / I r"~ (-") J h~! I · I I /V / i (.) '/!I ) I ~, k \ ( ) I " II \ ; I J ---- /. / ;1 .; _.r, .::-:~~.~~~~ '~I:;"/'- ~tHAP. -'i"JH':i'/-':' i 8,"JH,4 , ., ," -'--1,' ., /. f. A2t--f ,I -'-"" -.4.....,. -' 1....' .''\:' ......~" . , j~x I ' , \;. . I j ~~ ~ ~ \0 "1- 0\ \C,,\O~\O c:5 0\ 0) ~ C'J "-! ~~~~~ .. ?u lrJ lJ; ~ ~ co lti \0 ~ Lw ~ I I--LJ Cl( Cl :<: ~ V) ~ ~ of Lr) I I I I l:l I I I I i i . >'l9- I l:l ~ I I . '" ~ ""'dH .I . " IZ ::::, ') \'z ' \ aX '.7/\ tJ 3dtlIJ ~~ . ::::, '1 ~ ~-.... - - ----. --., --- -..-- - ~ FIGURE 2 - PREDEVELOPED SITE CONDITIONS ~3b NeU.:tCN ~\Ja.\.."( l.~'( ~ IS'Yo - 30% ~\.OPE FIGURE 3 - SOILS MAP ~/,' ~q, '- ~~~ <~ r . fJ . . ".I'~ .. . I , .. ~ . J f=':-:~- --- . .... ...... FIGURE 4 - DOWNSTREAM MAP ,0'" -..l ::J["lVOS J I Z I ,.~ ~"t'-...~ C)~-.C) Lr)Q\......;~ ~~~~ H.LHON o C\J C) I~ C\J ! , ~~ ~ C)('r)\OlJ) C\J -.. t::l ~ ).. ~ ~C\J0=)~ I I I I C:\C:\C:\C:\ '-- i ~ I i ~ I ~ ~ ~ t/ I - HI'te-----.i,., MJ- ." .! \ \ \ o ~ ~ -- FIGURE 5 . DEVELOPED SITE CONDITIONS ~ lLJ <: ~ <([ \-..... ltJ ~ \ ~ L-lJ ~ ? -- ~ c-~1 -q:: (v, r--L_j ~ 4!J " HYDROLOGIC SOIL GROUP OF THE SOILS OF KITSAP COUNTY. I HYDROLOGIC HYDROLOGIC SOIL GROUP GROUP' SOIL GROUP GROUP' Alderwood C Mukilteo C/D Beaches Variable Neilton A Belfast B Nonna CflJ Bellingham C/D Pits Variable Cathcart B Poulsbo D Dystric Xerorthents , Variable Ragnar B Grove A Schneider B Harstine C Semiahmoo C/O lndianola A Shalcar C/O Kapowsin D Shelton C Kilchis D Sinclair C Kitsap C Tacoma D McKenna C/O Urban Variable HYDROLOGIC SOIL GROUP CLASSIFICATIONS A, (Low runoff potential), Soils having high infiltration rates, even when thoroughly wetted, and consisting chiefly of deep, well to-excessively drained sands or gravels. These soils have a high rate of water transmission. B. (Moderately low runoff potential). Soils having moderate infiltration rates when thoroughly wened, and consisting chiefl of moderately fine to moderately caarse textures. These soils have a moderate rate of water transmission. C. (Moderately high runoff potential). Soils having slow Infiltration rates when thoroughly wened, and consisting chiefly of soil with a layer that impedes downward movement of water, or soils with moderately fine to fine textures. These soils have a low rat of water transmission. D. (High runoff potential). Soiis having very slow infiltration rates when thoroughly wened and consisting chiefly of clay soil with a high swelling potential, solis with a pennanent hIgh water table, soils with a hardpan or clay layer at or near the surface, an shallow soils over nearly impervious matenal. These soils have a very slow rate of water transmission. Note: Two Hydrologic soil groups such as C/O indicates the DrainedlUndrained situation. . From SCS, TR-SS, Second Edition, June 1986, Exhibit A-I. ,..) &II1Arr 1 .,. H~Ldtt'- ~1L.6 ~ SCS Western Washington .Runoff Curve Numbers Runoff curve nwnbers for selected agnculrural, suburban, and urban land use for Type I A nlinfall disoibution, 24.hour $to dunHion, (Published by SCS in 1982) CURVE NUMBERS BY HYDROLOGIC SOIL GROUP A B C D 86 91 94 95 74 82 89 92 65 78 85 89 42 64 76 81 48 68 78 83 72 81 86 88 92 94 80 86 90 85 90 92 85 89 91 82 87 89 98 98 98 100 100 100 Separate curve nwnber shall be selected for pervious and impervious ponions of the site or basin, LAND USE DESCRIPTION Cultivated land I; Mountain open areas: Meadow or pasNre: Wood or forest land: Winter condition Low growing brush & grassland UndistUrbed Established second growth 4 Orchard: Single family residential 3: Dwelling unit/gross acre 1,0 DU/GA 1,5 DU/GA 2,0 DU/GA 2.5 DU/GA 3,ODU/GA 3,5DU/GA 4.0 DU/GA 4.5 DU/GA 5,0 DU/GA 5.5 DU/GA 6.0 DU/GA 6.5 DU/GA 7.0 DU/GA PlnJs,condos,apananenu, commercial businesses '" industrial areas With cover crop % Impervious l 15 20 25 30 34 38 42 46 48 50 52 S4 S6 % impervious must be computed For a more detailed description of agnculruralland use curve numbers, refer to National Engmeering Handbook, Sec 4, Hydrology, Chapter 9, August 1972. Assumes roof and driveway runoff is dIrected into streeVstonn system. The remaining pervious areas (lawn) are considered to be m good condition for these curve numbers. Modified by KCPW, 1995. EXHIBIT 2 - CURVE NUMBERS MANNING'S COEFFlClENTSrK" FACTORS Un" AND uk" Values used In Time Calculations for Hydrographs uns" Sheet Flow EquatIon Manning's Values (for the initial 300 ft. of travel) ns Smooth surfaces (concrete, asphalt, gravel, or bare hand packed soil) 0.011 Fallow fields or loose soil surface (no residue) 0.05 Cultivated soil \\lith residue cover (s~ 0.20 ftJft) 0.06 Cultivated soil \\lith residue cover (s > 0.20 ftJft) 0.17 Short prairie grass and lawns 0.15 Dense grasses 0.24 Bennuda grass 0.41 Range (natural) 0.13 Woods or forest \\lith light underbrush 0.40 Woods or forest with dense underbrush 0.80 *Manning values for sheet flow only, from Ovenon and Meadows 1976 (See TR-55, 1986) uk" Values Used in Travel Timeffime of Concentration Calculations Shallow Concentrated Flow (After the initial 300 ft. of sheet flow, R = 0.1) ks I. Forest with heavy ground liner and meadows (n = 0.10) 3 2. Brushy ground with some tn:es (n = 0.060) 5 3. Fallow or minimum tillage cultivation (n = 0.040) 8 4. High grass (n = 0,035) 9 5. Shan grass, pasture, and lawns (n = 0.030) II 6. Nearly bare ground (n = 0.025) 13 7, Paved and grave! areas (n = 0,012) 27 "Channel flow (intenninent) (At beginning of visible channels R = 0.2) I. Forested swale with heavy ground liner (n = 0.10) 2. Forested drainage course/ravine with defined channel bed (n = 0.050) 3. Rock-lined watern:ay (n = 0.035) 4. Grassed waterway (n = 0.030) 5. Earth-lined waterway (n = 0.025) 6. eMP pipe (n _ 0.024) 7. Concrete pipe (0,012) 8. Other waterways and pipe 0,S08/n Channel Flow (Continuous stream, R = 0.4) 9. Meandering stream 'vVith some pools (n = 0.040) 10. Rock-lined stream (n = 0.035) 11. Grass-lined stream (n = 0.030) 12. Other streams, man-made channels and pipe 0.807/n" kc 5 10 15 17 20 21 42 kc 20 23 27 "See Table 7-3 for additional Mannings un" values for open channels. EXHIBIT 3 - MANNING'S COEFFICIENTS _.. -.----.--- -.-----:-.------ . ..- " JW 2W 1W 1[ 2[ 28 Kitsap County 2- YEAR 24-HOUR PRECIPITATION 27 @..........@ ISOF'LUVlA'_S OF" 2-YEAR 24-HOUR PRECIPITA liON IN TENTHS OF" AN INCH 26 25 -I ~ 24 'i " , ,,; . ~ - @ DATA SOURCE:: @ . U.s. otJO""''N~ or c;o..l./Ola: 2 J ~... ICOCa ..--:a ~.".._ ..0... n.oa _, _ . ~. ...._ -.... ... u.s. D(PAII'l\l[HT (7 "CRQA l\J"l: G. I....... _... CD<IDo',._ D'G e__ , . I . 22 I rr.' ,,.. .... @ @ JW 2W 1W fr 2~ EXHIBIT 4 - 2 YR, 24 HR. ISOPLUVIAL J[ 28 27 25 @ 25 24 2J 22 J[ JW 2W 28 1W 1E 2E Kitsap County 10-YEAR 24-HOUR PRECIPITATION 27 @>...........@ ISOPLUVlALS OF 'O-YEAR 24-HOUR PRECIPITA nON IN TENTHS OF' AN INCH 26 25 @ 24 DATA SOURCE: U.s. OO'AIl'n.lOlT OF COWWDla: 23 Do IIWl.'... -.a __ _"""_ ~ ~ -- - . -. ...-......., ... u.s. OO>AIl'T\lOlT OF A~Cl.JL TVIIt Ill, _____.__ -- 22 JW 2W @ -I ~ ~ ,-I . .. I . . I, ~ , . @ lrrp, ,,.. 't"'" 1W 1c 2E EXHIBIT 5 - 10 YR., 24 HR. ISOPLUVIAL JE 28 27 @ 26 25 24 23 22 JE 3W 2w IW If 2E 28 Kitsap County 100- YEAR 24-HOUR PRECIPITATION 26 27 @~@ IS01)LUVlALS OF 100-YEAR 24-HOUR PRECIPITATION IN TENTHS OF' AN INCH 25 @ 24 DATA SOURCE: ~ / ,) @ ! 23 ) c ')/ \...... 1- '''' @ @ 22 If 2( J( V.s. OO'MTWt~l or COWwtJIct 2J ~",IaDQIInaJ__ -. -- -. - " ~. ....- ......., .. V.S. DC~MN~r or AOi'ltOJlTVRt D 1 l1.. - -.... __ D'tICI ~- 22 JW 2W IW EXHIBIT 6 - 100 YR., 24 HR. ISOPLUVIAL J[ 28 27 ~ 26 25 24 BIOSWALE DESIGN WORKSHEET Project Name Olympic Radiology Job No. 00077 By: ASL Client Rice Fergus Architects Date: 3/5/99 Q=(1.486/n)* A*R^213*S^1/2 where: Q= Flow Rate, in cfs input: B= 4 ft. V= Velocity, in fps S= 0.01 ft./ft. n= Roughness coefficient, Q 6 mo= 0.0913 cfs A= Area of cross section, in sf Q 2yr= 0.1833 cfs R= Hydraulic Radius Q 100yr= 0.4386 cfs s= Slope, in fit calculate: Q Match=Q 6 mo 0.0913 cfs requirements: n= 0.2 Q Design= 64% (Q 2yr) 0.1173 cfs 3 to 1 sideslopes (see p.13, Storm Drainage Report) Q match d A R V find: check: Q 0.117 cfs 0.000 0.00 0.000 0.000 0.000 select: d<0.25 YES 0.021 0.05 0.208 0.052 0.103 calculate: V= 0.203 fps 0.072 0.10 0.430 0.106 0.167. L req'd= 61 lin. Ft. 0.118 0.132 0.580 0.143 0.203 0.148 0.15 0.668 0.163 0.222 0.250 0.20 0.920 0.221 0.272 0.377 0.25 1.188 0.279 0.317 requirements: n= 0.035 Q match d A R V 0.122 0.05 0.208 0.052 0.589 check stability: 0.439 0.104 0.448 0.111 0.979 0.410 0.10 0.430 0.106 0.953 0.846 0.15 0.668 0.163 1.267 find: 1 .428 0.20 0.920 0.221 1.552 check: Q 100yr 0.439 cfs 2.154 0.25 1.188 0.279 1.814 V<3.0 ? YES 3.022 0.30 1.470 0.337 2.056 d<1.0 ? YES 4.029 0.35 1.768 0.394 2.280 5.171 0.40 2.080 0.448 2.486 6.442 0.45 2.408 0.501 2.676 EXl--lIBlr 7 - BloswAL~ 'T1 Flow in cfs 0 0 - !=>> 0 0 0 0 0 !=>> 0 0 0 ~ 0 0 (:) - - N N W W ~ oI:lo - 0 c.n 0 c.n 0 c.n 0 c.n 0 c.n CD 1.00 I I I I 3.00 I l 5])01 I ~ I 7.00 I I I i 9:ool -1 z '< Q. 11~ 0 a -t CD CQ < iil 3' ~ . 0 " CD CD ~ - :;- !!. "'0 z 13.00 I ~ 0" I CD - 0 -1 Q. c ; I 15.00 ! I ~ 17.00 ! i I ----j I I 19.00 ! ~ i I ~ 21.00 I I ----, I I 23.00 I ----, I "T1 Flow in cfs 0 0 - Q 0 0 0 Q Q !=> Q Q 0 = (:) (:) (:) (:) (:) 0 0 Q Q 0 Q - Q -I. ~ W ~ (J'I Q) ...... co CD ft) 1 I I I 1.00 3.00 5.00 7.00 ...a. 0 9.00 0 '< .., . ::I: CIJ "2- '< Q, 11.00 = a CD -I .., co 3. Q) D1 3 "'0 CD ::T :r 0 ." 13.00 I 0 0' ::I: :::!. - 0 .... . c 0 ; 15.00 I c - ::I: '< -----j Q, I '[ ----J 17.00 I ----< I 1 19.00 i ~- I I 21.00 I - I I 23~ ! ,,, "T1 Flowincfs 0 0 - Q Q ? ? Q ? Q ? ~ 0 Q Q ..10 ..10 N N W W - Q UI Q UI Q UI Q UI CD 1.00 3.00 5.00 7.00 ... 9.00 0 0 '< ~ :J: . en '< "2- Q. 11.00 = a -I cc CD A1 3' ~ ~ "0 CD ::r :i' 13.00 "tJ :J: :; 0' I - 0 0 c c UJ - :J: 15.00 '< Q. 17.00 19.00 21.00 23.00 ?" Page 1 of '2f> Kln~ County Department of Public Works and SURF ACE \VA TER DESIGN i\-1ANUAL Department of Parks, Planning and Resources REQUIRE:\IE!'TS I STANDARDS . VARIANCE REQUEST Projtcl Name: OL'{tv\P\C. \2A"D\O~\{ GL\N\~ BAI.D FII. :'/0.; B,U.D Ezl,lnMr/Ptannlf Namal Proit<( Addr..: M~ R.K.. K.vI-\LMAN ) P.E.. (3"0') 2,9,-55100 OalOl DUltn Ent1nnr; PIloall A P P llea.l: SiI"i\ri\. I f\ -'I Y 'JMLJlv ' ;Aelnltrln, firm Sam.: 'b"N'AiZ, 99 Si~n~ Addrm: TEA M 4- EN G I t--.),E.E t1:-1 ~ G- M<I..." ,CU7,Slala,Z1pCod.: ~'O 3iD M, S~2.3 NE.. I'v\\Nct:tz. Rtl) '?OVLS ?.O, WA I!\iSTRUCTIONS TO APPLICANTlbESIGN ENGINEER: Plcase be sure to Include all plans. sketches, maps and reports which may assist in the complete and tHllely review and consideration of this variance request. Failure to provide all pertlnrnt Information may result in dcl;\yed processinl: or denial of this request. Please submit this request an.j appllcahle fee to the Bulldln!! and Land Dc~'elopment (13ALD) Division's c.lmmerclal or Subdivision Products penoit Counter, at the E~:ltpQinte Plaza Building, 3600 . IJ6th Place SE, Bellevue W A., 98006.1-100. Fur additional informallon, phone 296.6600. - REFER TO SECTION 1.4 IN CHAPTER 1 OF THE SCRFACE WATER DESIGN MANUAL FOR VARIANCES DESCRIPTION OF VARIANCE REQUEST: Po. \JA~\ANCE is EEIN& RI:Qv~~~C 1=oe "THE IN'FIt-ii2AnoN 'T1Z-ENO-i I-1DRI7..of\)TAL. SSTP.;.A-U..S A'::, REQvli:.E.D IN Tt-I'E: ODE MAA\j,b.\.... TI-tE SouTt+E~MOS'- TRENCH) LA~E.L~u IN FI\...."Tl::.A."110N "Tl2.E:Nc..\-\ SwROot: ) \ S. LocATSD LES,s. ,H-AN \0 FE:E"I 'Fl2oN TJ-\t.. l' R. oP E..e TY L\ t-J'E. A r-J'D L- E 5 S T~A+J 2.0 'FE.E.i FR..c N .,-,...\-E.~ u 1l.4-:' \ N Cr, T f-\ e: E ~ T _ E(2..NM.O~-r\1'Z.E.N(..H) LA8.E.1..E.D INF. ,RENc..l-I ~E\I-"OOT..> \S LocATE::1:;. LE~'S. Tl-tAN 56 FEET APPLICABLE CHAPTER(S) / SECTION(S): 'F1t.OM. A 'S-rE.E:P Sl-O'PE. Tl~€; 1'.'OlL"-H~NMos-r- ' ~E.to.Jc...H , LAF..,~L..f:D N'Nf::.OO~.. )~ LD(A~b UPSL..Ops. CH.W-3.3.2.. G-1...-3 A;NDLSss-rHAN \00 FEEl F')eOI'--i T1-+E. 2.U1W-:'ING-, JUSTIF1CA TION (see attachments, pages 2. to 30): AUTHORIZATIO;-..' SIGNA TURFS: 6<\1-0 STAFF Rl:CO~~lL.~D^ nON, olin: REQt:JRf-~ SWM DIVISION ~tANIIGl:R APPROVAL : ) H:, ( )NO REJ"EREO ON (DATE) BY BALO DIYISIO.'" .YIASAGl:R.'OI::SIGNEE Olin: SW\I ST,U"F RECO:'o1ME."DAT ION DATE BALD DIVISIO.... \lA.......GrR;nF,~IG:\.F.F. I SWM DI\1510N MANAGER I $W~t DIYLSION .\t..\.....^GER DATE ( ) APPROVAl- ('OF.....IAL l ) AI'l'ROV."I. () DENIAL ( ) CONDITIONED "'PPROVAL c.. b.low, ( ) CO.,.~ITIO.,.ED MfROvu (H. ~IOW! CONDITIONS OF APPROVAL: - ORIGINAL: IlALD Dl\1SION fiLE ( ) copn:s TO: SW\f DMSIOII' r ) BHD ~SPECTJON ( ) APPLI~:-rr ( ) DESIGN ESOINEtll ( ) lIOn S T : t:(:1 t~.. ~;:~ ,~~~.! ~I):l OS:: Pg. 20f30 March 15, 1999 VARIANCE REQUEST Justification: The method of stormwater management designed for the Olympic Radiology Clinic is infiltration. Infiltration is the preferred method of stormwater quantity control because it recharges groundwater supplies and decreases the discharge to an already overloaded storm drainage system. In the proposed design, surface water will discharge from the site during a storm which exceeds the design event of the 100-year, Type IA, 24-hour storm (except a small bypass flow which is approximately 17% of the 100-year pre-developed run-off rates). The reduction of horizontal setbacks is discussed in the attached letter submitted by the geotechnical consultant, Krazen & Associates, Inc., dated March 11, 1998. Please read the discussion in the Krazen letter in relation to the reduced setbacks to the building foundations and steep slopes. Also find attached the original investigation performed by Krazen & Associates, Inc.. In summation, Krazen & Associates, Inc. is of the opinion that the potential of the infiltration system significantly impacting the load bearing soils underneath the footings and impacting the steep slope is minimal. In conclusion, the soils on-site are sandy and relatively free-draining, providing an ideal opportunity for infiltration of storm water. A variance request to the horizontal setbacks, as required in the DOE Manual, is necessary because the small site size and the urban setting are inconsistent with the large setbacks required in the manual. The geotechnical engineer has provided a letter addressing the footing and steep slope setbacks. ~:.=iijKrazan. & ASS 0 C I ATE S. I N C . GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 11, 1999 KA Project No. 062-98243 Mr. Mark Kuhlman Team-4 Engineering 5823 NE Minder Road Suite A Poulsbo, Washington 98370 Re: Infiltration System Variance Request Olympic Radiology Building Bremerton, Washington Dear Mr. Kuhlman: In accordance with your request we are generating this letter report in response to issues relating to the infiltration systems proposed for the site and issues raised by the City of Bremerton Department of Public Works and Utilities Engineering Division review. As part of our scope of work we reviewed a Paving, Grading, and Storm Plan by Team-4 Engineering, dated 3-12-99 (revision #1) and Foundation Plans by Edward Jonson & Associates and Rice Fergus Architects dated 1-4-99. Based on a review of the referenced documents and on our experience with projects of similar nature Krazan & Associates, Inc. offers the following: · The southernmost infiltration system is less than 20 feet from the proposed building but is also downgradient. The bottom of the infiltration system is approximately six feet below the bottom of the proposed footings for the building. An exploratory test pit placed by Krazan & Associates, Inc. in the vicinity of the footing indicated relatively sandy soils to the depth of the test pit, which was approximately 9 feet below the existing grade. It is our opinion that the potential of the infiltration system significantly impacting the load bearing soils underneath the south footing is minimal. · The easternmost infiltration system is less than 50 feet from a landscaped slope approximately 7 feet in height and with a variable slope, which ranges from 3H:IV (horizontal to vertical ratio) to 4H:IV. The soils encountered in exploratory test pits placed on the subject site by Krazan & Associates indicate the soil to be sandy in nature and relatively free draining. It is our opinion that the potential of the infiltration system significantly impacting the slope is minimal. · The northernmost infiltration system is approximately 50 feet from the proposed building and is also upgradient. The soils encountered in exploratory test pits placed in the vicinity of the infiltration system were sandy in nature and relatively free draining. It is our opinion that the potential of the infiltration system significantly impacting the load bearing soils on the north portion of the building is minimal. Ten Offices Serving The Western United States 383 Equestrian Drive. Poulsbo, Washington 98370. (360) 598-2126 . Fax: (360) 598-2127 KA Project No. 066-98243 Page No.2 A review of the Geotechnical Engineering Investigation for the Olympic Radiology Building, by Krazan & Associates, dated November 16, 1998 was part of this scope of work. The geotechnical engineer warrants that the findings, recommendations, specifications, or professional advice contained herein have been made in accordance with generally accepted professional geotechnical engineering practices in the local area. No other warranties are implied or expressed. DA:kcp Respectfully submitted, KRAZAN & ASSOCIATES, INC. <t?kCl.- ~a-o&- DEAN ALEXANDER Principal Engineer RPE No. 30508 ~~~( Shawn E. Williams Project Geologist Krazan & Associates, Inc. Ten Offices Serving The Western United States Olympic Radlo.llr -"' . GEOTECHNICAL ENGINEERING INVESTIGATION OLYMPIC RADIOLOGY BUILDING 2112 CLARE AVENUE BREMERTON, WASHINGTON PROJECT No. 062-98243 NOVEMBER 16, 1998 Prepared for: GREG BELDING 262 FOURTH STREET BREMERTON, WASHINGTON 98337 Prepared by: KRAZAN & ASSOCIATES, INc. GEOTECHNICAL ENGINEERING DIVISION 383 EQUESTRIAN DRIVE POULSBO, WASHINGTON 98370 (360) 598-2126 I J I I I I I I I I I I J I I I I I I ~~Krazan & ASSOCIATES, INC. ...... ' GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 16, 1998 KA Project No. 062-98243 GEOTECHNICAL ENGINEERING INVESTIGATION OLYMPIC RADIOLOGY BUILDING 2112 CLAIRE AVENUE BREMERTON, WASHINGTON INTRODUCTION This report presents the results of our Geotechnical Engineering Investigation for the proposed Olympic Radiology Building to be located at 2112 Clare Avenue in Bremerton, Washington. Discussions regarding site conditions are presented herein, together with conclusions and recommendations pertaining to site preparation, Engineered Fill, utility trench backfill, drainage and landscaping, foundations, concrete floor slabs and exterior flatwork, retaining walls, and pavement. A site plan showing the approximate test pit locations is presented following the text of this report. A description of the field investigation, test pit logs, and the test pit log legend are presented in Appendix A. Appendix A contains a description of laboratory testing phase of this study; along with laboratory test results. Appendices B and C contain guides to earthwork and pavement specifications. When conflicts in the text of the report occur with the general specifications in the appendices, the recommendations in the text of the report have precedence. PURPOSE AND SCOPE This investigation was conducted to evaluate the soil and groundwater conditions at the site, to make geotechnical engineering recommendations for use in design of specific construction elements, and to provide criteria for site preparation and Engineered Fill construction. Our scope of services was outlined as follows: · A site reconnaissance by a member of our engineering staff to evaluate the surface conditions at the project site. . A field investigation consisting of placing 5 exploratory test pits, ranging in depth from 5 to 10 feet. A field investigation was perfonned to evaluate the subsurface soil conditions at the project site. . Perfonning laboratory tests on representative soil samples obtained from the test pits to evaluate the physical and index properties of the subsurface soils. Ten Offices Serving The Western United States 383 Equestrian Drive. Poulsbo. Washington 98370. (360) 598.2126. Fax: (360) 598.2127 06291243. 9s-.lraft. I I I I I I I I I I I I I I I I I I I KA No. 062-98243 Page No.2 ....... · Evaluation of the data obtained from the investigation and an engineering analysis to provide recommendations for use in the project design and preparation of construction specifications. · Preparation of this report summarizing the results, conclusions, recommendations and fmdings of our investigation. PROPOSED CONSTRUCTION We understand that design of the proposed development is currently underway; structural load information and other final details pertaining to the structures are unavailable. On a preliminary basis, it is understood that the development on the subject site will consist of a split level, one to two story structure with slab-on- grade design and associated retaining wall. The building will be approximately 9200 square feet in size. On- site parking and landscaping are also planned. Footing loads are anticipated to be light to moderate. However, we understand that large pieces of radiological equipment with weights up to 2 tons will be utilized in the building. In the event these structural or grading details are inconsistent with the final design criteria, the Soils Engineer should be notified so that we may update this writing as applicable. SITE LOCATION AND SITE DESCRIPTION The proposed site for the Olympic Radiology Building encompasses approximately 0.77 acre. The site is located at 2112 Clare Avenue, in the northwest quadrant of Section 12, Township 24 North, Range 1 East. The site is located at the northeast corner of Clare A venue and Hemlock Street. The site is currently undeveloped. At the time of the site investigation, the majority of the site had fresh growth consisting of blackberry bushes and scotch broom. The western portion of the site had a few scattered mature trees. Concrete foundations and retaining walls are on the northwest, northeast and south portions of the subject property. It is our understanding that the property had been utilized for Navy Housing in the past. The structures were demolished several years ago. Large chunks of concrete were observed in the south foundation. Mounds of soil dumped on the site were observed on the north portion of the property. The site is bordered to the north by Health South Diagnostic Center, to the south and east by Hemlock Street, to the west by Clare Avenue with an apartment complex beyond. The site slopes moderately to the south. GEOLOGIC SETTING The subject site lies within the central Puget Lowland. The lowland is part of a regional north-south trending trough that extends from southwestern British Columbia to near Eugene, Oregon. North of Olympia Washington, this lowland is glacially carved, with a depositional and erosional history including at least four separate glacial advance/retreats. The Puget Lowland is bounded on the west by the Olympic Mountains and on the east by the Cascade Range. The lowland is filled with glacial and nonglacial sediments consisting of interbedded gravel, sand, silt, till, and peat lenses. Geologic maps indicate that the property is located in an area that is predominantly Vashon Till overlain by a varying depth of sandy silt and silty sand. Krazao &; Associates.loc. Ten Offices Serving The Western United States 0629I241.9S-dnft. - j - , - I - I I I I I I I . . KA No. 062-98243 Page No.3 " FIELD AND LABORATORY INVESTIGATIONS Subsurface soils conditions explored by excavating 5 test pits ranging in depth from 5 to 10 feet below existing site grade using a backhoe. The approximate test pit locations are shown on the site map. The soils encountered were continuously examined and visually classified in accordance with the Unified Soil Classification System. A more detailed description of the field investigation is presented in Appendix A. Laboratory tests were performed on selected soil samples to evaluate their physical characteristics and engineering properties. The laboratory testing program was formulated with emphasis on the evaluation of natural moisture, and gradation of the materials encountered. Details of the laboratory test program and the results of laboratory test are summarized in Appendix A. This information, along with the field observations, was used to prepare the final test pit logs in Appendix A. SOIL PROFILE AND SUBSURFACE CONDITIONS In general, the subsurface soils consisted of 2 to 4 feet of sand fill occasionally interbedded with traces of gravel. The structural integrity of the this fill soil is unknown. Preliminary testing of this fill material indicates that it ranges from loosely placed to compacted. Below 2 to 4 feet, predominantly loose to medium dense silty sand or sand was encountered. Moisture contents ranged from 2.4 to 12.0 percent. These soils extended to the termination depth of our test pits. For additional information about the soils encountered, please refer to the logs of test pits in Appendix A. GROUNDWATER Test pit locations were checked for the presence of groundwater during and immediately following the excavation operations. No free groundwater was encountered in the test pits at the time of the site visit. It should be recognized that water table elevations may fluctuate with time, being dependent upon seasonal precipitation, irrigation, land use, and climatic conditions as well as other factors. Therefore, water level observations at the time of the field investigation may vary from those encountered during the construction phase of the project. The evaluation of such factors is beyond the scope of this report. CONCLUSIONS AND RECOMMENDATIONS Based on the findings of our field and laboratory investigations, along with previous Geotechnical experience in the project area, the following is a summary of our evaluations, conclusions and recommendations. Administrative Summary . In brief, the subject site and soil conditions, with the exception of the loose fill soils and existing development, appear to be conducive to the development ofthe project. . . I Test pits within the building limits encountered loose fill at depths ranging from 2 to 3 feet. It appears that this area may have been reworked during original site development. Up to 4 feet of fill material was Krazan & AssoC18tes, Inc. Ten Offices Serving The Western United States 0629124),95~, . . . . . . . . . . . . . . . . . . ~ KA No. 062-98243 Page No.4 " encountered in the northern portion of the property in the proposed parking area. The fill material predominantly consisted of sand occasionally interbedded with gravel. The fill material appeared to have been loosely placed and not properly compacted. Therefore it is recommended that the fill material be removed and/or recompacted to a minimum of 95 percent of maximum density based on ASTM Test Method D1557. The fill will be suitable for reuse as non-expansive Engineered Fill provided that it is cleansed of excessive organics and debris. Buried structures encountered during construction should be properly removed and backfilled. Based on preliminary review, it appears the existing south concrete foundation and retaining wall is located within the proposed building limits. It is suspected that demolition activities of existing structures will disturb the upper soils. After demolition activities, it is recommended that the upper 24 inches in the existing building foundation, be removed and/or recompacted. We recommend that this excavation take place the entire width of the proposed building as this is in the vicinity of the proposed retaining wall. This compaction effort should stabilize the upper soils and locate any unsuitable or pliant areas not found during our field investigation. Two existing foundations exist in the area of the proposed parking on the north portion of the site and up to 4 feet offill material. To minimize settlement problems in the parking area we recommend that the upper three feet of material outside the foundations be removed and recompacted. In the foundations we recommend that the upper 24 inches in the existing building foundation be removed and/or recompacted. Trees were located on the site. If not utilized for the proposed development, the trees should be removed and the resulting excavation should be backfilled with Engineered Fill. Tree removal operations should include roots greater than I inch in diameter. The resulting excavations should be backfilled with Engineered Fill. Sandy soil conditions were encountered throughout the site. These cohesion less soils have a tendency to cave in trench wall excavations. Shoring or sloping back trench sidewalls may be required within these soils. After completion of the recommended site preparation, the site should be suitable for shallow footing support. The proposed structure footings may be designed utilizing an allowable bearing pressure of 2,500 psf, for dead-plus-live loads. Footings should have a minimum embedment of 18 inches. Groundwater Influence on Structures/Construction Based on our findings and historical records, it is not anticipated that groundwater will rise within the zone of structural influence or affect the construction of foundations and pavements for the project. However, if earthwork is performed during or soon after periods of precipitation, the subgrade soils may become saturated, pump, or not respond to densification techniques. Typical remedial measures include discing and aerating the soil during dry weather; mixing the soil with dryer materials; removing and replacing the soil with an approved fill material; or mixing the soil with an approved lime or cement product. Our firm should be consulted prior to implementing remedial measures to observe the unstable subgrade conditions and provide appropriate recommendations. Krazan & Associates, Inc. Ten Offices Serving The Western United States 0629124l.9S-dnft. - , - - - - I I J I I I I I I I I I I KA No. 062-98243 Page No.5 , Site Preparation General site clearing should include removal of vegetation, existing utilities, structures including foundations, basement walls and floors, existing stockpiled soil, trees and associated root systems, rubble, rubbish and any loose and/or saturated materials. Site stripping should extend to a minimum depth of two to four inches, or until all organics in excess of 3 percent by volume are removed. Deeper stripping may be required in localized areas. These materials will not be suitable for use as Engineered Fill. However, stripped topsoil may be stockpiled and reused in landscape or non-structural areas. Presently, the site is occupied by existing structures. It is suspected that demolition activities of the existing structures will disturb the upper soils. After demolition activities, it is recommended that the upper 24 inches within building pad and exterior flatwork areas, be removed, moisture-conditioned as necessary, and recompacted to a minimum of95 percent of maximum density based on ASTM Test Method D1557. Test pits within the building limits encountered loose fill at depths ranging from 2 to 3 feet. It appears that this area may have been reworked during original site development. Up to 4 feet of fill material was encountered in the northern portion of the property in the proposed parking area. The fill material predominantly consisted of sand occasionally interbedded with gravel. The fill material appeared to have been loosely placed and not properly compacted. Therefore it is recommended that the fill material be removed and/or recompacted to a minimum of 95 percent of maximum density based on ASTM Test Method D1557. The fill will be suitable for reuse as non-expansive Engineered Fill provided that it is cleansed of excessive organics and debris. Within the proposed pavement areas, it is recommended that the existing fill soils be removed and/or . recompacted. Fill material should be compacted to a minimum of 95 percent of maximum density based on ASTM Test Method D1557. As an alternative, the owner may elect not to recompact the existing fill within the paved areas. However the owner should be aware that the paved areas may settle, which may require annual maintenance. At a minimum, it is recommended that the upper 12 inches of subgrade soil be moisture conditioned to a near optimum moisture and recompacted to a minimum of 95 percent of maximum density based on ASTM Test Method 01557. Trees were located on the site. If not utilized for the proposed development, the trees should be removed and the resulting excavation should be backfilled with Engineered Fill. Tree removal operations should include roots greater than I-inch in diameter. The upper soils, during wet winter months, become very moist due to the absorption characteristics of the soil. Earthwork operations performed during winter months may encounter very moist unstable soils, which may require removal to grade a stable building foundation. Project site winterization consisting of placement of aggregate base and protecting exposed soils during the construction phase should be performed. Existing structures are located on the site. Any buried structures encountered during construction should be properly removed and backfilled. Excavations, depressions, or soft and pliant areas extending below planned finish subgrade level should be cleaned to firm undisturbed soil, and backfilled with Engineered Fill. In Kraun & ASSOCiates, Inc. Ten Offices Serving The Western United States 06291243.9S-<hA. .' ~ .. - -- -- - . I - KA No. 062-98243 Page No.6 " general, any septic tanks, debris pits, cesspools, or similar structures should be entirely removed. Concrete footings should be removed to an equivalent depth of at least 2 feet below proposed footing elevations or as recommended by the Soils Engineer. Any other buried structures should be removed in accordance with the recommendations of the Soils Engineer. Resulting excavations should be backfilled with Engineered Fill. A representative of our firm should be present during all site clearing and grading operations to test and observe earthwork construction. This testing and observation is an integral part of our service as acceptance of earthwork construction is dependent upon compaction of the material and the stability of the material. The Soils Engineer may reject any material that does not meet compaction and stability requirements. Further recommendations of this report are predicated upon the assumption that earthwork construction will conform to recommendations set forth in this section and the Engineered Fill section. ED2ineered Fill The organic-free on-site soils are predominantly sand and silty sand. These soils are occasionally interbedded with scattered gravel. These soils will be suitable for reuse as non-expansive Engineered Fill provided it is cleansed of any excessive organics and or debris. The on-site fill soils are predominantly sand and gravely sand. These soils will be suitable for reuse as non- expansive Engineered Fill provided it is cleansed of any excessive organics and debris. Imported Fill material should be predominantly non-expansive granular material with a plasticity index less than 10 and a UBC Expansion Index less than 15. Imported Fill should be free from rocks and lumps greater than 4 inches in diameter. All Import Fill material should be submitted for approval to the Soils Engineer at least 48 hours prior to delivery to the site. Fill soils should be placed in lifts approximately 6 inches thick, moisture-conditioned as necessary and compacted to 95 percent of the maximum density based on ASTM Test Method D1557. Additional lifts should not be placed if the previous lift did not meet the required dry density or if soil conditions are not stable. Drainal!e and Landscapinl! The ground surface should slope away from building pad and pavement areas toward appropriate drop inlets or other surface drainage devices. It is recommended that adjacent exterior grades be sloped a minimum of 2 percent for a minimum distance of 5 feet away from structures. Subgrade soils in pavement areas should be sloped a minimum of 1 percent and drainage gradients maintained to carry all surface water to collection facilities and off site. These grades should be maintained for the life of the project. Utility Trench Backfill Utility trenches should be excavated according to accepted engineering practice following OSHA (Occupational Safety and Health Administration) standards by a contractor experienced in such work. The responsibility for the safety of open trenches should be borne by the contractor. Traffic and vibration adjacent to trench walls should be minimized and cyclic wetting and drying of excavation side slopes should Krazso & Assoclates,lnc. Ten Offices Serving The Western United States 06291243.9S-drVI. . . . . . - . . . . . - I . . . . . . KA No. 062-98243 Page No. 7 -..... be avoided. Depending upon the location and depth of some utility trenches, groundwater flow into open excavations could be experienced, especially during or shortly following periods of precipitation. Sandy soil conditions were encountered throughout the site. These cohesion less soils have a tendency to cave in trench wall excavations. Shoring or sloping back trench sidewalls may be required within these sandy soils. Utility trench backfill placed in or adjacent to buildings and exterior slabs should be compacted to at least 95 percent of the maximum dry density (ASTM 01557). The upper two feet of the utility trench backfill placed in pavement areas should be compacted to at least 95 percent of the maximum dry density (ASTM 01557). Pipe bedding should be in accordance with pipe manufacturer's recommendations. The contractor is responsible for removing all water sensitive soils from the trench regardless of the backfill location and compaction requirements. The contractor should use appropriate equipment and methods to avoid damage to the utilities and/or structures during fill placement and compaction. Foundations The proposed structures may be supported on a shallow foundation system bearing on Engineered Fill. Spread and continuous footings can be designed for the following maximum allowable soil bearing pressures: Load Allowable Loadin~ Dead Load Only 1,880 psf Dead-Plus-Live Load 2,500 psf Total Load, including wind or seismic 3,325 psf loads Exterior footings should have a minimum depth of 18 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. Interior footings should have a minimum depth of 12 inches below pad sub grade (soil grade) or adjacent exterior grade, whichever is lower. Footings should have a minimum width of 12 inches regardless of load. The total settlement is not expected to exceed Yz inch. Differential settlement, along a 20-foot exterior wall footing, or between adjoining column footings, should be less than Yz inch, producing an angular distortion of 0.002. Most of the settlement is expected to occur during construction, as the loads are applied. However, additional post-construction settlement may occur if the foundation soils are flooded or saturated. Providing the site is prepared as recommended in our report, seasonal rainfall, water run-off, or normal watering practice of trees and landscaping areas, around the proposed building, should not flood and/or saturate the footings, and consequently produce additional post-construction settlement. Resistance to lateral footing displacement can be computed using an allowable friction factor of 0.40 acting between the base of foundations and the supporting subgrade. Lateral resistance for footings can Krazao & Associates, loc. Ten Offices Serving The Western United States O629I24l.9S-draft. - . . . . . . . . . . . I I I . . . ~ KA No. 062-98243 Page No.8 '" alternatively be developed using an allowable equivalent fluid passive pressure of 375 pounds per cubic foot acting against the appropriate vertical footing faces. The frictional and passive resistance of the soil may be combined without reduction in determining the total lateral resistance. A.b:J. increase in the above value may be used for short duration, wind or seismic loads. I i Floor Slabs and Exterior Flatwork Both wood floors and floor slab construction should be appropriate for this project. Slab-on-grade construction should have a moisture barrier incorporated into the floor slab design. Interior slab-on-grade should have at least 2 inches of clean free-draining concrete sand placed below the floor slab. The sand should conform to ASTM C33 requirements for fine aggregate. An impervious membrane (vapor barrier) should be placed under the 2 inches of sand. This system of 2 inches of sand and a vapor barrier should be underlain by an additional 2 inches of clean concrete sand to prevent capillary moisture rise. Prior to pouring concrete, the sand should be thoroughly consolidated. The exterior slabs should be poured separately in order to act independently of the walls and foundation system. Exterior finish grades should be sloped a minimum of 1 to 1 ~ percent away from all interior slab areas to preclude ponding of water adjacent to the structures. All fills required to bring the building pads to grade should be Engineered Fills. Lateral Earth Pressures and Retainine: Walls Walls retaining horizontal backfill and capable of deflecting a minimum of 0.1 percent of its height at the top may be designed using an equivalent fluid active pressure of 31 pounds per square foot per foot of depth. Walls incapable of this deflection or are fully constrained walls against deflection may be designed for an equivalent fluid at-rest pressure of 58 pounds per square foot per foot of depth. Expansive soils should not be used for backfill against walls. The wedge of non-expansive backfill material should extend from the bottom of each retaining wall outward and upward at a slope of 2:1, horizontal to vertical, or flatter. The stated lateral earth pressures do not include the effects of hydrostatic water pressures generated by infiltrating surface water that may accumulate behind the retaining walls; or loads imposed by construction equipment, foundations or roadways. During grading and backfilling operations adjacent to any walls, heavy equipment should not be allowed to operate within a lateral distance of 5 feet from the wall, or within a lateral distance equal to the wall height, whichever is greater, to avoid developing excessive lateral pressures. Within this zone, only hand operated equipment ("whackers", vibratory plates, or pneumatic compactors) should be used to compact the backfill soils. Pavement Desie:n The near surface sub grade soils generally consist of a clean fine to coarse grained sand. Sand is rated as a good subgrade material with an assumed R-value of 40. The following table shows the recommended pavement sections for light duty and heavy duty. Krazsn & AsSOCiates, Inc. Ten Offices Serving The Western United States 0629I243,9S-draft. KA No. 062-98243 Page No.9 " ASPHALTIC CONCRETE PAVEMENT UGHT DUTY ! J J Traffic Index Asphaltic Concrete Aggregate Base. Compacted Sub2rade** 4.5 2.5" 4.0" 12.0" HEAVY DUTY Traffic Index Asphaltic Concrete Aggregate Base. Compacted Sub2rade** 7.0 4.0" 7.0" 12.0" I 1 I · 95% compactioll based 011 ASTM Test Method D1557 .. 95% compactioll based 011 ASTM Test Method D1557 The following recommendations are for light-duty and heavy-duty Portland Cement Concrete pavement sections. PORTLAND CEMENT PAVEMENT LIGHT DUTY I I Traffic Index Portland Cement Aggregate Base. Compacted Concrete Subl!rade.* 4.5 5.0" - 12.0" HEAVY DUTY J I I Traffic Index Portland Cement r Aggregate Base. Compacted Concrete Subl!rade** 7.0 6.5" -- 12.0" · 95% compactioll based on ASTM D1557 .* 95% compaction based on ASTM D1557 "*Minimum compressive strength of 3000 psi I I Within the proposed pavement areas, it is recommended that the fill material be removed and/or recompacted. The sand should be compacted to near optimum moisture to a minimum of 95 percent of maximum density based on ASTM Test Method 01557. At a minimum, it is recommended that the upper 12 inches of sub grade soil be moisture-conditioned to near optimum moisture and recompacted to a minimum of 95 percent of maximum density based on ASTM Test Method 01557. Compacted Material Acceptance I I Compaction specifications are not the only criteria for acceptance of the site grading or other such activities. The compaction test is the most universally recognized test method for assessing the performance of the - Krazan & AsSOCiates, Inc. Ten Offices Serving The Western United States 06291243 9S-drVt I I I t I - J I I - . - . . . KA No. 062-98243 Page No. 10 , Grading Contractor. However, the numerical test results from the compaction test cannot be used to predict the engineering performance of the compacted material. Therefore, the acceptance of compacted materials will also be dependent on the stability of that material. The Soils Engineer has the option of rejecting any compacted material regardless of the degree of compaction if that material is considered to be unstable or if future instability is suspected. A specific example of rejection of fill material passing the required percent compaction is a fill which has been compacted with an in-situ moisture content significantly less than optimum moisture. This type of dry fill (brittle fill) is susceptible to future settlement if it becomes saturated or flooded. Testine: and Insoection A representative of Krazan & Associates, Inc., should be present at the site during the earthwork activities to confirm that actual subsurface conditions are consistent with the exploratory field work. This activity is an integral part of our services as acceptance of earthwork construction is dependent upon compaction testing and stability of the material. This representative can also verify that the intent of these recommendations is incorporated into the project desigit and construction. Krazan & Associates, Inc., will not be responsible for grades or staking, since this is the responsibility of the Prime Contractor. LIMITATIONS Soils Engineering is one of the newest divisions of Civil Engineering. This branch of Civil Engineering is constantly improving as new technologies and understanding of earth sciences improve. Although your site was analyzed using the most appropriate current techniques and methods, undoubtedly there will be substantial future improvements in this branch of engineering. In addition to improvements in the field of Soils Engineering, physical changes in the site either due to excavation or fill placement, new agency regulations or possible changes in the proposed structure after the time of completion of the soils report may require the soils report to be professionally reviewed. In light of this, the Owner should be aware that there is a practical limit to the usefulness of this report without critical review. Although the time limit for this review is strictly arbitrary, it is suggested that two years be considered a reasonable time for the usefulness of this report. Foundation and earthwork construction is characterized by the presence of a calculated risk that soil and groundwater conditions have been fully revealed by the original foundation investigation. This risk is derived from the practical necessity of basing interpretations and design conclusions on limited sampling of the earth. The recommendations made in this report are based on the assumption that soil conditions do not vary significantly from those disclosed during our field investigation. If any variations or undesirable conditions are encountered during construction, the Soils Engineer should be notified so that supplemental recommendations can be made. The conclusions of this report are based on the information provided regarding the proposed construction. If the proposed construction is relocated or redesigned, the conclusions in this report may not be valid. The Soils Engineer should be notified of any changes so the recommendations can be reviewed and reevaluated. This report is a geotechnical engineering investigation with the purpose of evaluating the soil conditions in terms of foundation design. The scope of our services did not include any environmental site assessment for Krazan & AsSOCiates, Inc. Ten Offices Serving The Western United States 0629824l.9s..1nft. I - - I - - I I I I I I I I I I I I I KA No. 062-98243 Page No. 11 ...... the presence or absence of hazardous and/or toxic materials in the soil, groundwater or atmosphere, or the presence of wetlands. Any statements, or absence of statements, in this report or on any boring log regarding odors, unusual or suspicious items, or conditions observed are strictly for descriptive purposed and are not intended to convey engineering judgment regarding potential hazardous and/or toxic assessment. The geotechnical data presented herewith is based upon professional interpretation utilizing standard engineering practices and a degree of conservatism deemed proper for this project. It is not warranted that such data and interpretation cannot be superseded by future geotechnical developments. We emphasize that this report is valid for this project as outlined above, and should not be used for any other site. If you have any questions, or if we may be of further assistance, please do not hesitate to contact our office at (360) 598-2126. Respectfully submitted, KRAZAN & ASSOCIATES, INC. ?~/~J Richard Hyland Staff Engineer )2).e.a- ~a-oL- Dean Alexander Principal Engineer RPE No. 30508 RHlDA:td;,xPIRES. It.- /'l. ---1'(' Krazan & AsSOCiates, Inc. Ten Offices Serving The Western United States 0629124J.95-<1raft. - J J J , , I I I I I I I I I . . . ~ Appendix A Page A.I " APPENDIX A FIELD AND LABORATORY INVESTIGA nONS Field Investi2ation The field investigation consisted of a surface reconnaissance and a subsurface exploratory program. Five exploratory test pits were excavated. The test pit locations are shown on the site plan. The soils encountered were logged in the field during the exploration and, with supplementary laboratory test data, are described in accordance with the Unified Soil Classification System. Soil samples were obtained from the test pit sidewalls or from the back-hoe bucket. All samples were returned to our Poulsbo laboratory for evaluation. Laboratory Investi2ation The laboratory investigation was programmed to detennine the physical and mechanical properties of the foundation soil underlying the site. Test results were used as criteria for detennining the engineering suitability of the surface and subsurface materials encountered. In-situ moisture content, dry density, and direct sieve analysis tests were detennined for the undisturbed samples representative of the subsurface material. These tests, supplemented by visual observation, comprised the basis for our evaluation of the site material. The logs of the exploratory test pits and laboratory detenninations are presented in this Appendix. Krazan & Associates, Inc. Ten O~ces Serving The Western United States 0629124J.9S-draft. ~):!.~j~:::::::''::/':::~:;:E'H.:~jQrP~~~:::::t;\ Unified Soil Classification System .~ ;:; ~ Clean ~ GI ~ ~.s~t Gravels '" ~~tio_ ~ ci ~-f'2" ....c.... "" ~~ ~i~j~ l.s Gravels );- GI .S ~ 8 -= with el Fines ~ '5 ~ ~ ~ Clean ~~ ~.sGlGl r,,)~tiof!t Sands OJ ~ .a f DoIl-;; =-...."S"" Sands ... C1Sf~'" . ~ ~ 0 :: ~ with ~ ); 8 l:l. .... Fines " ...- OS ~... ~~ CIIla~ O~Q ~ ~ 1'1 ~ '" ~ "cpn 'S V ~ Ci .:lC' S .SO't:; ~:J ~ 9 ~ ~ I:l., '" ... - ~~~ ~... all a 0 ~ ~ O;:j~ a'S ~"CSl() ~ ... ^ .:l = ~ _C' rii~ Highly Organic Soils :::::ii::::!::.:::'iRl;~:::~~~~.!.:!:.::::~.'::.'.: r::J:tt:..'~tttr.~ttt'ColIF.wE:SOirs):::::::':U":,::':i::\:. :'.It}t::P{~P#.(,>'(::"::')>';\: i{\:BI6wSljt;::J?{)\:\ \ery Soft < 3 Soft 3-5 Firm 6 - 10 Stiff 11- 20 \ery Stiff 21 - 40 Hard > 40 I jf(rRAN(JI;i\R. Son.s:)..::;:?\.}:. . ... .:/i#..s.o/';iPf.iP1l:::::.\/'<< B/oW~ \ery Loose < 5 Loose j - 15 Mediwn Dense 16 - 40 Dense 41 - 65 \ery Dense > 65 .':,:.. ...;...:.... ......... .. .::...Grain.':Siu.Clcissifkation;:"?:,,':;: "'/)::':... ::.:.:: .. ......,...:.:. .... ..:i:RANOEbiiG@JNSld:sj=:: ...... .. ... ...... ..... . . . . . . . . .. " ,. . . . . .. .... ..... .. . ....... ....... ... .......................... .i:i:/:.::{.}:::C?\sSuiic.-\TION-. ;:::.. .;. .. rafn.lype: .... Letter S~~~I ',' . . . . .'.. .'.- ....~..', < . . ......', .',' >~.;~ GW -.r: :-~ ....... GP GM GC SW SP SM SC ML CL OL MH CH OH PT - ~ X 50 LU Cl Z 40 ~ (3 30 i= CJ) :s 20 a.. /~ ,/' ~~/ ..~ /.'/ o~ .'V ~ ~ ./ / /" Ci /,/ //:v V //0'" V / cf.,'/ "' (Ml./ V ML. pr OL. I I 10 20 30 40 50 60 70 80 W . . .- .. ~~ ,.. ..... .... . .... . 1 ....-t . . .. UillIlliJ ~ I ~ ~Y/h - 60 10 7 4 / o / o . .... . .. ::..:);:t:i';":::'::;;:;::P~crypti.:9~m)"m:'::::) P.p.. .. Well-graded gravels and gravel-sand mixtures, little or no fines. Poorly-graded gravels and gravel-sand mixtures. little or no fines. Silty gravels, gravel-sand-silt mixtures. Clayey gravels. gravel-sand~lay mistures. Well-graded sands and gravelly sands, little or no fines. Poorly-graded sands and gravelly sands, little or no fines. Silty sands, sand-silt mixtures. Clayey sands, sand~lay Ilili:tures. Inorganic silts, very fine sands, rock flour, silty or clayey fine sands. Inorganic clays of low to mediwn plasticity, gravelly clays, sandy clays, silty clays, lean clays. Organic silts and organic silty clays of low pJasciticity. Inorganic silts, micaceous or diatomaceous fine sands or silts, elastic silts. Inorganic clays of high plasticity, fat clays. Organic clays of mediwn to high plasticity. Peat, muck, and other highly organic soils. SOIL PLASTICITY CHART / MHc OH 100 i10 UQUfD UMfT (Lu..... ............. ....p...........:II,\.'... ..\'1 ,.".\', ::.::::;:;:;:.:::::::;:::..:.;:.:.:::;..;:}:y.,....,~:: : ieve.;~ize:;~ .. above 12 inches 12 to 3 inches 3 inches to No.4 3 to % inches J/4 inches to No.4 No.4 to No. 200 No.4 to No. 10 No. 10 to No. 40 No. 40 to No. 200 helow No. 200 Boulders Cobbles Gravel coarse (c) fine (f) :sana coarse (c) mediwn (m) fine (f) ::)llt and Clav H{"Gritin Size::inmi lliiizeters.... . above 305 305 to 76.2 76.2 to 7.74 76.2 to 19.1 19.1 to 4.76 4.76 to 0.074 4.76 to 2.00 2.00 to 0.042 0.042 to 0.074 relow O.07..t TEST PIT LOG TEST PIT NO: TP-' PROJECT: Olympic Radiology Building CLIENT: Rice-Fergus Architects' LOCATION: Claire Avenue & Hemlock Street, Bremerton, WA. DIGGER: BACKHOE: DEPTH TO WATER> INITIAL: PROJECT NO.: 062-98243 DATE: 11-5-98 ELEVATION: LOGGED BY: R. Hyland AT COMPLETION: ELEV A TIONI WELL SOIL SYMBOLS, Water Dry PENETRATION TEST SAMPLERS Description Content Density CURVE DEPTH DETAIL AND TEST DATA % pet DEPTH N --0 10 30 50 - ...................................................... ..... FILL - Fine- to medium-grained .... . ORA YELL Y SAND (SP) with trace 4.5 . . . . . . . . . . of small ROOTLETS; grayish-brown, .... . 12.0 .... . ", dry, digs easily . . ,... - 2.4 . . . . . .... . : With trace of ORA VEL below 12 .... . 1nches - r-5 .... . . . . . . .................................................... . . . . . Loose to medium dense, . . . . . medium- to coarse-grained . . . . . .. ... ORA VELL Y SAND with trace of scattered COBBLES; brown, moist, di~s easily to moderately hard Bottom of Test Pit - -10 - -15 - -20 - -25 - r-30 This information pertains only to this test pit and should not be interpreted as being indicitive of the site. Krazan and Associates Figure A-1 PAGE 1 of 1 Krazan and Associates TEST PIT LOG TEST PIT NO: TP-2 PROJECT: Olympic Radiology Building CLIENT: Rice-Fergus Architects ' LOCATION: Claire Avenue & Hemlock Street, Bremerton, WA. DIGGER: BACKHOE: DEPTH TO WATER> INITIAL: PROJECT NO.: 062-98243 DATE: 11-5-98 ELEVATION: LOGGED BY: R. Hyland AT COMPLETION: ELEV A TIONI WELL SOIL SYMBOLS, Water Dry PENETRATION TEST SAMPLERS Description Content Density CURVE DEPTH DETAIL AND TEST DATA % pef DEPTH N 10 30 50 -.-0 - ...................................................... -- FILL - Loose, fine-grained SILTY .. SAND (SM) with trace of GRAVEL 5.5 .. and small ROOTLETS; brown, dry .. - '..~~g.~ .~i.1y....................................... . . .. . 7.0 . . .. . Loose, medium- to coarse-grained . . .. . . . . . . SAND (SP) with trace of GRA VEL; . . . . . grayish-brown, moist, digs easily - -5 . . . . . . . .. . . . .. . . . . . . With trace of SILT below 9 feet . . . . . . . . . . .. . . . .. . . . .. . . . . . . . . . . . - -10 Bottom of Test Pit 5.2 - -15 - -20 - -25 - -30 This information pertains only to this test pit and should not be interpreted as being indicitive of the site. Krazan and Associates Figure A-2 PAGE 1 of 1 Krazan and Associates I TEST PIT LOG TEST PIT NO: TP-3 PROJECT: Olympic Radiology Building CLIENT: Rice-Fergus Architecls ' LOCATION: Claire Avenue & Hemlock Street, Bremerton, WA. DIGGER: BACKHOE: DEPTH TO WATER> INITIAL: PROJECT NO.: 062-98243 DATE: 11-5-98 ELEVATION: R. Hyland LOGGED BY: AT COMPLETION: ELEV A TIONI WELL SOIL SYMBOLS, Water Dry PENETRATION TEST SAMPLERS Description Content Density CURVE DEPTH DETAIL AND TEST DATA % pet DEPTH N -.-0 10 30 50 - ...................................................... ..... FILL - Fine-grained SAND (SP) with .... . - ". trace of SILT and GRAVEL; brown, 11.4 .... . \~~~~~!. ~iB~. ~~~y..... .. . . ... . . ... ..... .. .. . . . . . . . . . 4.8 .... . .... . Loose to medium dense, .... . .... . fine- to medium-grained .... . SAND (SP) with trace of GRA VEL; .... . 6.7 - -5 .... . ~rayjsh-brown, moist, dil!s easily Bottom of Test Pit - 1-10 - r-15 - -20 - r-25 - 1-30 This information pertains only to this test pit and should not be interpreted 8S being indicitive of the site. Fifjllre A-3 PAGE 1 of 1 Krazan and Associates Krazan and Associates TEST PIT LOG TEST PIT NO: TP-4 PROJECT: Olympic Radiology Building CLIENT: Rice-Fergus Architects . LOCATION: Claire Avenue & Hemlock Street, Bremerton, WA. DIGGER: BACKHOE: DEPTH TO WATER> INITIAL: PROJECT NO.: 062-98243 DATE: 11-5-98 ELEVATION: R. Hyland LOGGED BY: AT COMPLETION: ELEVATIONI WELL SOIL SYMBOLS, Water Dry PENETRATION TEST SAMPLERS Description Content Deneity CURVE DEPTH DETAIL AND TEST DATA % pet DEPTH N --0 - 10 30 50 ...................................................... ..... FILL - fine- to medium-grained .... . .... . SAND (SP) with trace of GRA VEL, 7.1 .... . scattered COBBLES, and ROOTLETS; .... . .... . .. g~y'~~~-:~~,?~P. ~'?!~~1. ~~g~ .~.i.ly'.. . . . . . . - .,.. . Loose to medium dense, fine- to .... . medium-grained SAND with trace of 2.5 .... . - -5 .... . GRAVEL; gray, dry, digs easily . .... .... . .... . Digs moderately hard below 8 feet .... . .... . 4.0 .... . .... . .... . .... . I'" . . . . . . .... . - -10 Bottom of Test Pit - '-15 - -20 - 1-25 - '-30 This information pertains only to this test pit and should not be interpreted as being indicitive of the site. Krazan and Associates Fi~ure A-4 PAGE 1 of 1 Krazan and Associates 't TEST PIT LOG TEST PIT NO: TP-5 PROJECT: Olympic Radiology Building CLIENT: Rice-Fergus ArchiteCts . LOCATION: Claire Avenue & Hemlock Street, Bremerton, WA. DIGGER: BACKHOE: DEPTH TO WATER> INITIAL: PROJECT NO.: 062-98243 DATE: 11-5-98 ELEVATION: LOGGED BY: R. Hyland AT COMPLETION: ELEV A TIONI WELL SOIL SYMBOLS, Water Dry PENETRATION TEST SAMPLERS Description Content Density CURVE DEPTH DETAIL AND TEST DATA % pef DEPTH N -~o 10 30 50 - ...................................................... FILL - Fine-grained SAND (SP) with trace of ORA VEL and SILT; brown, 12.0 - ".~~~~~L~.ig~.~~~y'............................ . .. . . . Loose to medium dense, fine- .. . . . 2.9 .. . . . to medium-grained SAND (SP) .. . . . . . .. . with trace of SILT and ORA VEL; . . .. . - -5 . . .. . gray, dry, digs easily . . .. . . . . . . . . . . . . . . . . - ...................................................... 8.7 Medium dense, fine-grained SILTY SAND (SM) with trace of ORA VEL; gray, moist, - -10 di~s moderately hard Bottom of Test Pit - -15 - -20 - 1-25 - ~30 This information pertains only to this test pit and should not be interpreted as being indicitive of the site. Krazan and Associates Figure A-5 PAGE 1 of 1 Krazan and Associates .' GRAIN SIZE DISTRIBUTION IIblient: RICE FERGUS ARCHITECTS ~roject: OLYMPIC RADIOLOGY, BREMERTON ..rroject Number: 062-98243 TEST DATA Sample Data .ource: BORING TP4, S2, AT 4' ample No.: P347K.02/REPORT #736 Elev. or Depth: 5' Sample Length (in./em.): ~ocation: TP4,S2, OLYMPIC RADIOLOGY, BREMERTON lIPescription: SILTY SAND WITH SOME SLIGHT GRAVEL Date: 11/6/98 PL: LL: PI: .-pSCS Classification: AASHTO Classification: A-3 "esting Remarks: . Mechanical Analysis Data . . . Initial Dry sample and tare= 51.20 .are = 0.00 IIbry sample weight = 51.20 ~nus #200 from wash= 1.8 % ~are for cumulative weight retained= .00 . Sieve Cumul. wt. Percent retained finer 0.00 100.0 2.50 95.1 6.20 87.9 9.60 81.3 15.10 70.5 31.10 39.3 47.30 7.6 50.10 2.2 After wash 50.30 0.00 50.30 inch 0.375 # 4 # 8 # 16 # 30 # 50 # 100 # 200 Fractional Components ~ravel/sand based on #4 Sand/Fines based on #200 ~ COBBLES = % GRAVEL = Ir FINES = 2.2 ~8S= 1.76 060= 0.45 DSO= 0.37 30= 0.25 D1S= 0.19 D10= 0.16 . Cc= 0.8648 Cu= 2.7938 4.9 % SAND = 92.9 . 1I m____________________--:-:-:::-= KRAZAN & ASSOCIATES, INC. ---- -, . . . . . . . . . . . . . . . " .. .s .Ii ~ ~ 0 0 ;! i i '" ... ... - - ;; ; ~ ; ; : ! ~~ i I , I j ! i I ~~ I I ! , I : ; I ! I , I ! ~ : I I ! i ~ , I I ! I I ! , 1 : ! ! : , I I I I I I I I , i I I , I I I i I I I i I , I I i I I I I ! , I I I I I j t : I ! 1 t i ! : I ! I : 1\1 ! I " I I I i I : I i i I I I I i '\ i I I , ! : i i I i I i I I , I i I I i ! i i i i ! I , i I I ! I I I I t i ! I i \ I i I i ! ! ! I ! i I I i I I \1 i i I , I I I I I I ! i ! I ! I I I N , i I I I i I , i I i ' I i , , 100 90 80 70 c:: W 60 Z u: ~ 50 W CJ c:: W 40 a.. 30 20 10 Particle Size Distribution Report .5 ~?.s'.5.5 8 ~ ~ o 500 100 % COBBLES 0.0 SIEVE SIZE 0.375 in. #4 #8 #16 #30 #50 #100 #200 10 0.001 1 GRAIN SIZE - mm .". SAND 92.9 0.1 0.01 % GRAVEL 4.9 % SILT % CLAY 2.2 PERCENT FINER 100.0 95.1 87.9 81.3 70.5 39.3 7.6 2.2 SPEC: PERCENT Soli Description SILTY SAND WITH SOME SLIGHT GRAVEL PASS? (X-NO) Atterbera Limits PL= LL= PI= Coefficients 08S= 1.76 060= 0.454 050= 0.368 030= 0.252 015= 0.185 010= 0.162 Cu= 2.79 Cc= 0.86 Classification USCS= AASHTO= A-3 Remarks (no specification provided) Sample No.: P347K.02/REPORT #Sl:Uuce of Sample: BORING TP4, S2, AT 4' Location: TP4,S2, OLYMPIC RADIOLOGY, BREMERTON Date: 11/6/98 Elev./Depth: 5' Client: RICE FERGUS ARCHITEcrS Project: OLYMPIC RADIOLOGY, BREMERTON KRAZAN & ASSOCIATES, INC. Pro ect No: 062-98243 Plate .. ~ . - - - . . . . . . I I I I . I . , Appendix B Page B.I . '"" APPENDIX B EARTHWORK SPECIFICATIONS GENERAL When the text of the report conflicts with the general specifications in this appendix, the recommendations in the report have precedence. SCOPE OF WORK: These specifications and applicable plans pertain to and include all earthwork associated with the site rough grading, including but not limited to the furnishing of all labor, tools, and equipment necessary for site clearing and grubbing, stripping, preparation of foundation materials for receiving fill, excavation, processing, placement and compaction of fill and backfill materials to the lines and grades shown on the project grading plans, and disposal of excess materials. PERFORMANCE: The Contractor shall be responsible for the satisfactory completion of all earthwork in accordance with the project plans and specifications. This work shall be inspected and tested by a representative of Krazan and Associates, Inc., hereinafter known as the Soils Engineer andlor Testing Agency. Attainment of design grades when achieved shall be certified to by the project Civil Engineer. Both the Soils Engineer and the Civil Engineer are the Owner's representatives. If the Contractor should fail to meet the technical or design requirements embodied in this document and on the applicable plans, he shall make the necessary readjustments until all work is deemed satisfactory as determined by both the Soils Engineer and the Civil Engineer. No deviation from these specifications shall be made except upon written approval of the Soils Engineer, Civil Engineer or project Architect. No earthwork shall be performed without the physical presence or approval of the Soils Engineer. The Contractor shall notify the Soils Engineer at least 2 working days prior to the commencement of any aspect of the site earthwork. The Contractor agrees that he shall assume soil and complete responsibility for job site conditions during the course of construction of this project, including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Engineers harmless from any and all liability, real or alleged, in connection with the performance of work on this project, except for liability arising from the soil negligence of the Owner or the Engineers. TECHNICAL REQUIREMENTS: All compacted materials shall be densified to a density not less that 95 percent relative compaction based on ASTM Test Method 01557-78, UBC, as specified in the technical portion of the Soil Engineer's report. The location and frequency of field density tests shall be as determined by the Soils Engineer. The results of these tests and compliance with these specifications shall be the basis upon which satisfactory completion of work will be judged by the Soils Engineer. SOILS AND FOUNDATION CONDITIONS: The Contractor is presumed to have visited the site and to have familiarized himself with existing site conditions and the contents of the data presented in the soil report. The Contractor shall make his own interpretation of the data contained in said report, and the Contractor shall not be relieved of liability under the contractor for any loss sustained as a result of any variance between conditions indicated by or deduced from said report and the actual conditions encountered during the progress of the work. Krazan & Associates, Inc. Offices Serving The Western United States 0629124) 9~_. I j t - , I I I - - - - I I . . . Appendix B Page B.2 ...... DUST CONTROL: The work includes dust control as required for the alleviation or prevention of any dust . nuisance on or about the site or the borrow area, or off-site if caused by the Contractor's operation either during the perfonnance of the earthwork or resulting from the conditions in which the Contractor leaves the site. The Contractor shall assume all liability, including court costs of codefendants, for all claims related to dust or windblown materials attributable to his work. SITE PREPARATION Site preparation shall consist of site clearing and grubbing and the preparations of foundation materials for receiving fill. CLEARING AND GRUBBING: The Contractor shall accept the site in this present condition and shall demolish and/or remove from the area of designated project, earthwork all structures, both surface and subsurface, trees, brush, roots, debris, organic matter, and all other matter determined by the Soils Engineer to be deleterious. Such materials shall become the property of the Contractor and shall be removed from the site. Tree root systems in proposed building areas should be removed to a minimum depth of 3 feet and to such a extent which would permit removal of all roots larger than 1 inch. Tree root removed in parking areas may be limited to the upper 1 Y2 feet of the ground surface. Backfill or tree root excavation should not be pennitted until all exposed surfaces have been inspected and the Soils Engineer is present for the proper control of backfill placement and compaction. Burning in areas which are to receive fill materials shall not be pennitted. SUBGRADE PREPARATION: Surfaces to receive Engineered Fill, building or slab loads shall be prepared as outlined above, scarified to a depth of 6 inches, moisture-conditioned as necessary, and compacted to 95 percent relative compaction. Loose and/or areas of disturbed soils shall be moisture conditioned and compacted to 95 percent relative compaction. All ruts, hummocks, or other uneven surface features shall be removed by surface grading prior to placement of any fill material. All areas which are to receive fill materials shall be approved by the Soils Engineer prior to the placement of any of the fill material. EXCA V A TION: All excavation shall be accomplished to the tolerance nonnally defined by the Civil Engineer as shown on the project grading plans. All over excavation below the grades specified shall be backfilled at the Contractor's expense and shall be compacted in accordance with the applicable technical requirements. FILL AND BACKFILL MATERIAL: No material shall be moved or compacted without the presence of the Soils Engineer. Material from the required site excavation may be utilized for construction site fills provided prior approval is given by the Soils Engineer. All materials utilized for constructing site fills shall be free from vegetable or other deleterious matter as detennined by the Soils Engineer. PLACEMENT, SPREADING AND COMPACTION: The placement and spreading of approved fill materials and the processing and compaction of approved fill and native materials shall be the responsibility of the Contractor. However, compaction of fill materials by flooding, ponding, or jetting shall not be permitted unless specifically approved by local code, as well as the Soils Engineer. Krazan & Associates, Ioc:. Offices Serving The Western United States 0629124J.9S-<In/l. ~. .- - I ,. Appendix B Page B.3 ., Both cut and fill shall be surface compacted to the satisfaction of the Soils Engineer prior to final acceptance. SEASONAL LIMITS: No fill material shall be placed, spread, or rolled while it is frozen or thawing or during unfavorable wet weather conditions. When the work is interrupted by heavy rains, fill operations shall not be resumed until the Soils Engineer indicates that the moisture content and density of previously placed fill are as specified. Krazan & Associates, Inc. Offices Serving The Western United Slates 06291243 9$_. . ~, Appendix C Page C.l " APPENDIX C PAVEMENT SPECIFICATIONS 1. DEFINITIONS - The tenn "pavement" shall include asphalt concrete surfacing, untreated aggregate base, and aggregate subbase. The tenn "subgrade" is that portion of the area on which surfacing, base, or subbase is to be placed. 2. SCOPE OF WORK - This portion of the work shall include all labor, materials, tools and equipment necessary for and reasonable incidental to the completion of the pavement shown on the plans and as herein specified, except work specifically notes as "Work Not Included." 3. PREPARATION OF THE SUBGRADE - The Contractor shall prepare the surface of the various subgrades receiving subsequent pavement courses to the lines, grades, and dimensions given on the plans. The upper 6 inches of the soil subgrade beneath the pavement section shall be compacted to a minimum relative compaction of 95 percent. The finished subgrades shall be tested and approved by the Soils Engineer prior to the placement of additional pavement courses. ~ -- . ~ - - ~ - II , . : .. j ~ 4. UNTREATED AGGREGATE BASE - The aggregate base course shall be spread and compacted on the prepared subgrade in confonnity with the lines, grades, and dimensions shown on the plans. The base course material shall be compacted to a minimum relative compaction of 95 percent. The material shall be spread in layers not exceeding 6 inches and each layer of base course shall be tested and approved by the Soils Engineer prior to the placement of successive layers. 5. AGGREGATE BASE - The aggregate subbase shall be spread and compacted on the prepared subgrade in confonnity with the lines, grades, and dimensions shown on the plans. The subbase material shall be compacted to a minimum relative compaction of 95 percent. Each layer of subbase shall be tested and approved by the Soils Engineer prior to the placement of successive layers. 6. ASPHALTIC CONCRETE SURFACING - Asphaltic concrete surfacing shall consist of a mixture of mineral aggregate and paving grade asphalt, mixed at a central mixing plant and spread and compacted on a prepared base in confonnity with the lines, grades, and dimensions shown on the plans. The viscosity grade of the asphalt shall be AR-4000. The mineral aggregate shall be Type B, Y:z inch maximum size, medium grading. The drying, proportioning, and mixing of the materials shall confonn to State Specifications. Krazan & Associates, Inc. Offices Serving The Western United States 06291243 9S-drall ~J Appendix C Page C.2 ........ The prime coat, spreading and compacting equipment, and spreading and compacting the mixture shall conform to State Specifications, with the exception that no surface course shall be placed when the atmospheric temperature is below 50 degrees F. The surfacing shall be rolled with a combination steel-wheel and pneumatic rollers, as described in State Specifications. The surface course shall be placed with an approved self-propelled mechanical spreading and finishing machine. 7. FOG SEAL COAT - The fog seal (mixing type asphaltic emulsion) shall conforln to and be applied in accordance with the requirements of State Specifications. Krazan & Associates, Inc. Offices Serving The Western United Slates 06298243 9S-<1raft '~- ~::!il<razan & ASSOCIATES, INCfR{~~~n'l~1ID APR 30 1999 GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING 0 CONSTRUCTION TESTING & INSPECTION OBREMERTON BUILDING. DEPARTMENT April 23, 1999 KA Project No. 066-99093 Mr. Gary Durday WEST SOUND PROFESSIONAL PROPERTIES 13360 Lester Road NW Silverdale, 0 WA 98383 RE: Laboratory Testing Olympic Radiology Bremerton, Washington ~~ Dear Mr. Durday, In accordance with your request and authorization, we have performed laboratory tests on the soil sampled from the above referenced project site. The laboratory tests performed on the soil were in accordance with the applicable ASTM test methods. The results of the laboratory test$ are presented on the following pages. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. ';:'6 Penn Seely Project Manager Pacific Northwest Division Enclosure PS/trg cc: KRAZAN & ASSOCIATES, INC. - Kent, Washington CITY OF BREMERTON DCD - Mr. Scott Erickson With Ten Offices Serving The Western United States 3R3 NW Equestrian Drive · Poulsbo. Washington 98370. (360) 598~2126 . Fax: (360) 598-2127 MOISTURE DENSITY TEST DATA Client: WEST SOUND PROFESSIONAL PROPERTIES Project: OLYMPIC RADIOLOGY, BREMERTON, WA. Project Number: 066-99110 Specimen Data Source: EXCAVATED AREA AT NW Sample No.: P513A.01, REPORT Elev. or Depth: Location: OLYMPIC RADIOLOGY, BREMERTON, Description: BROWN SAND AND GRAVEL WITH NW CORNER OF THE BUILDING. USCS Classification: AASHTO Classification: Natural Moisture: Liquid Limit: Plasticity Index: Testing Remarks: SAMPLE #P513A.01 REPORT #1121 DATE: 4/13/99 Percent retained on 3/4 in. sieve: 16.8 Percent passing No. 200 sieve: Specific gravity: 2.7 CORNER OF BUILDING #1121, 4/13/99 Sample Length WA. COBBLES, FROM (in. / em.) : THE EXCAVATED AREA AT THE Test Data And Results Type of test: ASTM D 1557-91 Procedure C Modified Mold Dia.: 6.00 in. Hammer Wt.: 10 lb. Drop: 18 in. Layers: five Blows per Layer: 56 141.0 138.5 136.0 133.5 131 ~o 128.5 2 6 10 14 Uncorrected Results: ASTM D 4718 Correction Data: Bulk Specific Gravity of Oversize Material Moisture of Oversize Material = % Corrections Applied to Every Test Point POINT NO. 1 2 3 WM + WS 11617.0 11735.0 11775.0 WM 6887.0 6887.0 6887.0 WW+T 382.90 403.50 493.10 WD+T 367.40 383.70 467.40 TARE 108.50 108.40 199.40 MOIST 6.0 7.2 9.6 MOISTURE 5.0 DRY DEN 136.3 6.0 .8.0 137.8 136~2 Max dry den= 137.9 pcf Max dry den= 133.1 pcf Opt moisture= 6.3 % Opt moisture= 7.5 % = 2.7 KRAZAN & ASSOCIATES, INC. " >J ,. COMPACTION TEST REPORT 131.0 --~- . n .-. ~~ -~ -~ -~ ~- 1/ ...... ~ ) '\ V '\ tf "- - - l/ ..... f'- ) l'\. ) ~ - f ~ I- 4 6 8 Water content, % 10 12 14 141.0 138.5 136.0 '0 0. ~ "in c: Q) "'C ~ Cl 133.5 128.5 2 Test specification: ASTM D 1557-91 Procedure C Modified Oversize correction a lied to each oint Elev/ Classification Depth USCS AASHTO Nat. Moist. Sp.G. LL PI %> 3/4 in. %< No.200 2.7 16.8 ROCK CORRECTED TEST RESULTS Maximum dry density = 137.9 pef UNCORRECTED 133.1 pef MATERIAL DESCRIPTION BROWN SAND AND GRAVEL WITH COBBLES, FROM THE EXCA V A TED AREA AT THE NW CORNER OF THE Optimum moisture = 6.3 % 7.5 % Project No. 066-99110 Client: WEST SOUND PR.OFESSIONAL PROPERTIES Project: OLYMPIC RADIOLOGY, BREMERTON, W A. Remarks: SAMPLE #P513A.Ol REPORT #1121 DATE: 4/13/99 . Location: OLYMPIC RADIOLOGY, BREMERTON, WA. COMPACTION TEST REPORT KRAZAN & ASSOCIATES INC. Plate MOISTURE DENSITY TEST DATA Client: WEST SOUND PROFESSIONAL PROPERTIES Project: OLYMPIC RADIOLOGY, BREMERTON, WA. Project Number: 066-99110 Specimen Data Source: SOUTHWEST CORNER OF BUILDING Sample No.: P513B.01, REPORT #1121, 4/13/99 Elev. or Depth: Sample Length (in. / em. ) : Location: OLYMPIC RADIOLOGY, BREMERTON, WA. Description: BROWN SAND, SOUTHWEST CORNER OF BUILDING. USCS Classification: AASHTO Classification: Natural Moisture: Liquid Limit: Plasticity Index: Testing Remarks: SAMPLE #P513B.01 REPORT #1121 DATE: 4/13/99 Percent retained on No.4 sieve: 17.1 Percent passing No. 200 sieve: Specific gravity: 2.7 Test Data And Results For Curve B Type of test: ASTM D 1557-91 Procedure A Modified Mold Dia.: 4.00 in. Hammer wt.: 10 lb. Drop: 18 in. Layers: five Blows per Layer: 25 130 POINT NO. WM + WS WM WW+T WD+T TARE MOIST 1 6020.0 4218.0 213.90 206.00 99.50 7.4 125 120 115 110 MOISTURE 6 . 1 DRY DEN 117.8 105 4 2 6077.0 4218.0 232.30 220.90 100.70 9.5 7.9 119.1 8 12 16 Max dry den= 120.0 pcf Max dry den= 113.3 pcf Opt moisture= 9.9 % Opt moisture= 11.9 %. Uncorrected Results: ASTM D 4718 Correction Data: Bulk Specific Gravity of Oversize Material Moisture of Oversize Material = % Corrections Applied to Every Test Point = 2.7 3 6133.0 4218.0 114 . 10 102.50 4.40 11. 8 9.8 120.0 4 6163.0 4218.0 171. 30 150.70 4.50 14.1 11.7 119.5 KRAZAN & ASSOCIATES, INC. COMPACTION TEST REPORT 130 '\ I\. "- - ~. "- '\ "\ '\ "\ " "" " """.. """.. - -~ "'\ ..... '- ~ io-"'" " ~ ... ,.A' ~ I--"" r- """.. """.. 1...-. - ZA V for Sp.G. = 2.7 125 120 '0 a. ;:. 'in c Q) " ~ 0 115 110 105 4 6 8 10 Water content, % 12 14 16 Test specification: ASTM D 1557-91 Procedure A Modified Oversize correction a lied to each oint Elevl Classification Depth USCS AASHTO Nat. Moist. Sp.G. LL PI %> No.4 %< No.200 2.7 17.1 ROCK CORRECTED TEST RESULTS Maximum dry density = 120.0 pef UNCORRECTED 113.3 pef MATERIAL DESCRIPTION BROWN SAND, SOUTHWEST CORNER OF BUILDING. . Optimum moisture == 9.9 % 11.9 % Project No. 066-99110 Client: WEST SOUND PROFESSIONAL PROPERTIES Project: OLYMPIC RADIOLOGY, BREMERTON, W A. Remarks: SAMPLE #P513B.01 REPORT #1121 DATE: 4/13/99 . Location: OLYMPIC RADIOLOGY, BREMERTON, W A. COMPACTION TEST REPORT KRAZAN& A'SSOCIA TES INC. Plate MOISTURE DENSITY TEST DATA Client: WEST SOUND PROFESSIONAL PROPERTIES Project: OLYMPIC RADIOLOGY, BREMERTON, WA. Project Number: 066-99110 Specimen Data Source: SOUTHEAST CORNER OF BUILDING Sample No.: P513C.01, REPORT #1121, 4/13/99 Elev. or Depth: Sample Length (in. / em.) : Location: OLYMPIC RADIOLOGY, BREMERTON, WA. Description: BROWN SAND AND SILT, WITH COBBLES; SAMPLED FROM THE SOUTHEAST CORNER OF THE BUILDING. USCS Classification: AASHTO Classification: Natural Moisture: Liquid Limit: Plasticity Index: Testing Remarks: SAMPLE #P513C.01 REPORT #1121 DATE: 4/13/99 Percent retained on 3/4 in. sieve: 11.6 Percent passing No. 200 sieve: Specific gravity: 2.7 Test Data And Results Type of test: ASTM D 1557-91 Procedure C Modified Mold Dia.: 6.00 in. Hammer Wt.: 10 lb. Drop: 18 in. Layers: five Blows per Layer: 56 129.0 126.5 124.0 121.5 119.0 116.5 4 8 Uncorrected Results: ASTM D 4718 Correction Data: Bulk Specific Gravity of Oversize Material Moisture of.Oversize Material = % Corrections Applied to Every Test Point POINT NO. 1 2 3 4 ZAV SpG WM + WS 11426.0 11558.0 11512.0 11236.0 2.7 WM 6887.0 6887.0 6887.0 6887.0 WW+T 301. 80 288.10 261.90 311.00 WD+T 285.30 269.70 242.60 298.00 TARE 108.30 108.50 97.40 108.40 MOIST 9.3 11. 4 13.3 6.9 MOISTURE 8.2 DRY DEN 12 6 . 1 10.1 127.2 11. 8 124.2 6.1 123.8 12 16 Max dry den= 127.4 pcf Max dry den= 123.4 pcf Opt moisture= 9.7 % Opt moisture=11.0 % = 2.7 KRAZAN & ASSOCIATES, INC. COMPACTION TEST REPORT 119.0 -- - ---- --- --- ~--, -- --- -- ----~ -- ."." ..-- -- --- 0___ .----- "." . .." . -~ -- "--- - --- - -- --- -~ --~ -- --- - \. \ ..... ~ -... ~ , \. \ ~ .J \ ~ / \ \ / \ /' \ \ /' ~ ~ \ - ~ , '"' \ , " \ / ./ \ \ / , \ / \ ~ ~ V \ \ /' , \ .~ \ \ \ \ , ZA V for Sp.G. = 2.7 129.0 126.5 124.0 '0 Co ~ 'Iii c:: Q) "0 ~ Q 121.5 116.5 4 6 8 10 Water content, % 12 14 16 Test specification: ASTM D 1557-91 Procedure C Modified Oversize correction a lied to each oint Elev/ Classification Nat. Depth USCS AASHTO Moist. Sp.G. LL PI %> %< 3/4 iri. No.200 2.7 11.6 ROCK CORRECTED TEST RESULTS Maximum dry density = 127.4 pef UNCORRECTED 123.4 pef MATERIAL DESCRIPTION BROWN SAND AND SILT, WITH COBBLES; SAMPLED FROM THE SOUTHEAST CORNER OF THE Optimum moisture = 9.7 % 11.0 % Project No. 066-99110 Client: WEST SOUND PROFESSIONAL PROPERTIES Project: OLYMPIC RADIOLOGY, BREMERTON, W A. . Location: OLYMPIC RADIOLOGY, BREMERTON, W A. COMPACTION TEST REPORT . Remarks: SAMPLE #P513C.Ol REPORT #1121 DATE: 4/13/99 KRAZAN & ASSOCIATES INC~ Plate MOISTURE DENSITY TEST DATA Client: WEST SOUND PROFESSIONAL PROPERTIES Project: OLYMPIC RADIOLOGY, BREMERTON, WA. Project Number: 066-99110 Specimen Data Source: SOUND EXCAVATION, 3/4" MINUS Sample No.: P513D.01, REPORT #1121, 4/13/99 Elev. or Depth: Sample Length (in. / em.) : Location: OLYMPIC RADIOLOGY, BREMERTON, WA. Description: 3/4" MINUS CRUSHED FROM THE SOUND USCS Classification: AASHTO Natural Moisture: Liquid Limit: Testing Remarks: SAMPLE #P513D.Ol REPORT #1121 DATE: 4/13/99 Percent retained on 3/4 in. sieve: 0.7 Percent passing No. 200 sieve: Specific gravity: 2.8 EXCAVATION PIT. Classification: Plasticity Index: Test Data And Results For Curve D Type of test: ASTM D 1557-91 Procedure C Modified Mold Dia.: 6.00 in. Hammer wt.: 10 lb. Drop: 18 in. Layers: five Blows per Layer: 56 129 POINT NO. 1 2 3 4 ZAV SpG WM + WS 11517.0 11775.0 11839.0 11839.0 2.8 WM 6887.0 6887.0 6887.0 6887.0 WW+T 488.10 578.20 257.00 397.80 WD+T 470.50 556.50 243.10 366.00 TARE 199.40 300.60 99.70 108.40 MOIST 6.5 8.5 9.7 12.3 135 133 131 127 MOISTURE 6. 4 DRY DEN 128.0 8.4 132.7 9.6 132.9 12.3 129.8 125 4 8 12 16 Max dry den= 133.1 pcf Max dry den= 132.9 pcf Opt moisture= 9.1 % Opt moisture= 9.2 % Uncorrected Results: ASTM D 4718 Correction Data: Bulk Specific Gravity of Oversize Material Moisture of Oversize Material = % Corrections Applied to Every Tes.t Point = 2.8, KRAZAN & ASSOCIATES, INC. '. COMPACTION TEST REPORT .-...... ~ - ...~ ~~ ~~ h ~~ 1\ (I ,~ \ J " 'J " \ '~ ~\ \ \ \ \ \ \ \ \ \ 135 ..... .. .... -...-------.-----....... ......_-_..._----~- ~.- ---- \ \ , 133 \ \ , 131 .... u c. >. - 'w c: Q) u C:- O 129 I I) . 127 125 4 6 8 10 Water content, % Test specification: ASTM D 1557-91 Procedure C Modified Oversize correction a lied to each oint. Elev/ Classification Depth USCS AASHTO Nat. Moist. Sp.G. 2.8 ROCK CORRECTED TEST RESULTS Maximum dry density = 133.1 pcf UNCORRECTED 132.9 pef Optimum moisture = 9.1 % 9.2 % Project No. 066-99110 Client: WEST SOUND PROFESSIONAL PROPERTIES Project: ot YMPIC RADIOLOGY, BREMERTON, W A. . Location: ot YMPIC RADIOLOGY, BREMERTON, W A. COMPACTION TEST REPORT KRAZAN & ASSOCIA lES INC. 12 14 II PI %> 3/4 in. ZA V for Sp.G. = 2.8 16 %< No.200 0.7 MATERIAL DESCRIPTION 3/4" MINUS CRUSHED FROM THE SOUND EXCA VA nON PIT. Remarks: SAMPLE #P513D.01 REPORT #1121 DATE: 4/13/99 Plate ;, MOISTURE DENSITY TEST DATA Client: WEST SOUND PROFESSIONAL PROPERTIES Project: OLYMPIC RADIOLOGY, BREMERTON, WA. Project Number: 066-99110 Specimen Data Source: SOUND EXCAVATION, 1. 5" CRUSHED Sample No.: P513E.Ol, REPORT #1121, 4/13/99 Elev. or Depth: Sample Length (in./em.): Location: OLYMPIC RADIOLOGY, BREMERTON, WA. Description: 1.5" CRUSHED MINUS, FROM SOUND EXCAVATION. USCS Classification: AASHTO Classification: Natural Moisture: Liquid Limit: Plasticity Index: Testing Remarks: SAMPLE #P513E.Ol REPORT #1121 DATE: 4/13/99 Percent retained on 3/4 in. sieve: 35.0 Percent passing No. 200 sieve: Specific gravity: 2.8 Test Data And Results For Curve E Type of test: ASTM D 1557-91 Procedure C Modified Mold Dia.: 6.00 in.. Hammer Wt.: 10 lb. Drop: 18 in. Layers: five Blows per Layer: 56 168 POINT NO. 1 2 3 4 ZAV SpG WM + WS 11435.0 11712.0 11943.0 11948.0 2.8 WM 6887.0 6887.0 6887.0 6887.0 WW+T 361.10 -480.00 451.00 498.00 WD+T 350.50 463.20 431.30 470.80 TARE 108.40 198.70 199.60 198.70 MOIST 4.4 6.4 8.5 10.0 158 148 138 128 MOISTURE 2.8 DRY DEN 141.3 4.1 145.4 5.5 148.2 6.5 146.9 118 o 4 8 12 Max dry den= 148.2 pcf Max dry den= 137.0 pcf Opt moisture= 5.5 % Opt moisture= 8.4 % Uncorrected Results: ASTM D 4718 Correction Data: Bulk Specific Gravity of Oversize Material Moisture of Oversize Material = % Corrections Applied to Every Test Point = 2.8 KRAZAN & ASSOCIATES, INC. '. .~ COMPACTION TEST REPORT 128 u ._~- ~ -~ t-- ~~- -- --- -----~ ----- -------- ----- ~- --- ~._~ ~~ -- " ~ " " ~ ..... --~~ K ........ 1'-... ~ "'- ", IOi""" ....... ...... . '- ./ " '" V , ...... W' ........ , ~ ~ - t'.. ~... ,....... ...... t'.. ~ ~..... ........ l'.... 1/ 7 l' l/ V ZA V for Sp.G. = 2.8 168 158 148 - u c. ;i- "00 C <1> '0 2:- o 138 118 o 2 4 6 Water content, % 8 10 12 Test specification: ASTM D 1557-91 Procedure C Modified Oversize correction a lied to each oint Elev/ Classification Depth USCS AASHTO Nat. Moist. Sp.G. LL PI %> 3/4 in. %< No.200 2.8 35.0 ROCK CORRECTED TEST RESULTS Maximum dry density = 148.2 pef Optimum moisture = 5.5 % UNCORRECTED 137.0 pef 8.4% MATERIAL DESCRIPTION 1.5" CRUSHED MINUS, FROM SOUND EXCA V A TION. Project No. 066-99110 Client: WEST SOUND PROFESSIONAL PROPERTIES Project: OLYMPIC RADIOLOGY, BREMERTON, W A. Remarks: SAMPLE #P513E.01 REPORT #1121 DATE: 4/13/99 . Location: OLYMPIC RADIOLOGY, BREMERTON, W A. COMPACTION TEST REPORT KRAZAN & ASSOCIATES INC. Plate Gill<razan. & AS SOCIA TES, INC. May 27, 1999 GEOTECHNICAL ENGINEE~R. ENVIRONMENTAL ENGINEERING CONSTRUCTION ~UNG & INSPECTION If ~ III JUfi; 08 ffl/J}) SUI, SI?S;" 1999,fJ; ~D.'lVt I"'~I? G D$p rqv ~t?liZt$J\lr KA Project No. 066-99093 Mr. Gary Durday WEST SOUND PROFESSIONAL PROPERTIES 13360 Lester Road NW Silverdale, WA 98383 RE: Special Inspections Olympic Radiology Bremerton, Washington Dear Mr. Durday, >c In accordance with your request and authorization, our firm performed special inspections)pr the above-referenced project. The inspections were performed by our inspectors on 5/19/99....::: 5/24/99. Copies of our inspector's field reports are attached. . "-"" ./ To the best of our knowledge and unless otherwise noted, the structural activiti~s summarized on our attached daily field reports were in accordance with the approved project' plans a1nd specifications, and the 1994 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASS~CIA" INC. ~L~ William B. Throne Construction Services Manager Pacific Northwest Division CJ Qo-.- ~ Dean Alexander Principal Engineer RPE No. 30508 WBnDA \trg Enclosure cc: KRAzAN & ASSOCIATES, INC. - Kent, Washington CITY OF BREMERTON DCD - Mr. Scott Erickson With Ten Offices Serving The Western United States 25418 -74th Avenue South. Kent, Washington 98032.383 NW Equestrian Drive. Poulsbo, Washington 98370 (360) 598-2126. Fax: (360) 598-2127 "~Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DSA FilelAppl. No. 0ll12..9 ;j OSHPD No. Permit No. q? - 0 ~ '..::L DATE: )--19- ?9 PROJECT *: q q 0'\.3 PROJECT: . OC Ya1/JIC /(/}IJI~C-tJ6 ~ LOCATION: 8~/11~ If IAJ~ KRAZAN PROJECT MANAGER: 1? ~: L ( CONTRACTOR: tv jJ C ;LA! C. ~Vf, fA.- r€..c~ y I.O.A.: PRESENT AT SITE: COPIES TO: ",., C'" A." ---- WEATHER: ~ _G..Z2 / --.:: ... <" TEMP: J 2:? ~ C;!\/ SIT~ HJ~ I('b/V~A-c~r)/r I'I'VS~~c::'J# t11~ emu IAJITLLS A-r R/2,cr f{R'( gOlf/I) &vrM. ACt: 2/f//I/~~~~ IR/e~ ~cg~r/~~~~.S~J~~~s . -12> 1?F--'?Z=Jj~/.2ICA-rlElJ .4/(/.I)~U7kf)CJk H~)iTL/,c:r t'1r ~i I - \ 4" /5 . . . ' >::::,~., ~T7(.....(......' "\,,'..",' , ',-> ~~t~~~{*;':~ .;'. ~~.. ; ,:~1~Ft'1:i/(~')-f~h~ . . ~'>-\?I;:?J~;',: ,'~ -: {-' :';~~ 423 7 oster Ave. Bakersfield, CA 93308 (805) 633-2200 254 74th Ave. S Kent, WA 98032 (253) 854-7330 275 West Dakota A venue Clovis, Ca 93672 (209) 348-2200 FII E COPY 550 Parrott St. #7 San Jose, CA 9577 (408) 277-2200 723 Commerce Circle Sacramento, CA 958} ~ (976) 564-2200 WAS I AS NOT performed in accordance with Technician' ,'4iII!Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 001223 DSAFilelAppl. No. OSHPD No. qq 002.. L... Permit No. DATE: PROJECT #: PROJECT: LOCATION: KRAZAN PROJECT MANAGER: CONTRACTOR: I.O.A.: PRESENT AT SITE: COPIES TO: WEATHER: 0-..e.An 9:)1~~ TEMP: l\ ( ON ~0TC. A <; /?~ 6-u.t?,sT2;> 7Z> (AJ'pecr A~ :::;2tM,:')L.e ~ 5AMPl..€.{~ ~a-r t6A<;: /JLv1C.e.a orA f1,vw0 'Fa .S? C6u.1ZS~ oF ~r( ('.AA~ L('e~~ w~ {'~~ A.Aw?O Jj! '(/15{B~ rn ~t'3aTT'..M.. R~s,eeL v.JI'r5 pa(L f~~, ~I'\)Grl\Je.QJt of;.' Re~o~ (?4i>ui~ ~p Lu P\ <;. S, C:nH- ~~ <b~ 'n\-esd..c>~ D~vJ63 \) fff~ I b. MIL t:t9 . ~ eM. Y.. p~..s. .~ CJVI.. ~"-'2~ CfL .2.3 ,;L.~ ~ 4='~S'.. ,', .<:~' -', .. _-S "-/,;, ,~'., ' AS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Technician: :8 t-iu ~-rte.> 4231 Bakersfield, CA 93308 (805) 633-2200 254 74th Ave. S Kent, WA 98032 (253) 854-1330 275 West Dakota A venue Clovis, Ca 93672 (209) 348-2200 550 Parrott St. #7 San Jose, CA 95772 (408) 277-2200 723 Commerce Circle Sacramento, CA 958 7 ~ (916) 564-2200 1=11 1= ~t"\PV ~~(~ 7~Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DSA File/Appl. No. OSHPD No. Permit No. dotf ,M~ 97 (,;,C-. 790 73 OJil.::~", ~~C>LOC( CONTRACTOR: LO.R.: PRESENT AT SITE: COPIES TO: WEATHER: ('( ~.Ai DATE: PROJECT ,: PROJECT: LOCATION: KRAZAN PROJECT MANAGER: 001226 97 tY5Z- 2- TEMP: r? ( t:P~ ~1~ ~;S .Rt'~~\~ 1"'0 ~~~ ..M~~.6'H.. - C;::;~L>Q . ~ ./ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: A . ;Ju~5 4237 Foste Ave. Bakersfield, CA 9330B (805) 633-2200 254 74th Ave. S Kent, WA 98032 (253) 854-7330 275 West Dakota Avenue Clovis, Ca 93672 (209) 348-2200 FILE COPY 550 Parrott St. #7 San Jose, CA 95112 (408) 271-2200 7 Z 3 Commerce Circle Sacramento, CA 95815 (9' 6) 564'2200 ..... ~"I.._...-..,,,~4..~.-~-~~~ ( ~i' - }~ .. J.4.:.-..-"::-....-., .............p..--"...... Q;.o,4 - "f~-_. --~----.---~ .---- -~--- ,.c::? ' '\ ~~, BREMERTON PERMIT CENTER 286 4th street? 8remertan~ WA 98337 Phone: (360) 478-5275 ' FAX: (360) 478-5278 BUILDING PERMIT Permit No: 99-0279 Statu~:l: ISSUED APplied: 06/01/1999 I88ued~ 06/15/1999 Expiresl 12/12/1999 , Job Adell': 2700 CL,AI~E AVE Locat ion: OI...YMP I C r~AD I OI...,OGY Parcel No: 3966003~OOl-1106 A~~licant: SULLIVAN HTG & COOLING INC. PO BOX 221 BELFAIR WA 98528 OwneY': OLYMPIC 1:~ADIClLOGY 692"'''B4~5() . WEST SOUND PROFESS:r DNAL PO BOX 319 I3I~EMEHTON ~ WA 9B~:l::r7 ContractDr: SULLIVAN HTS & COOLING INC. PO BOX n1 BE1"FAm WA 98!:)::~B Lie II ~~LIHC063QT Expl 11/29/99 subcontr: , Desc: MECHANICAL FIXTURES ********M***************M***************************~*~*.************************************ / Valuat:i.r.m ,* Permit Fees: 280.00 Total calculated Fee: 4.49.7B .00 * Plsn Check Fees: 169.78 Additional Fees: .00 * Other Fees: .00 Total Permit Fee: 449.78 ******~************************************************************************************** MECHANICAL/PLUMBING FIXTURES-- MECH-Gas Furnace to lOok btu.: 2 MECH-Gas Furnace > lOOk btu.: 3 MECH-Gaa piping (outlets).".: 5 MECH-AC Unit 4-15 hp."......: tl MECH-Air Handling unit.....,,: 2 MECH-Exhauat Fans............: 5 **********~*************************~******************************************************** 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 wOY'k 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 required inspections are made, The permit holder must notify the Bui,lding Offidal when ready felY' 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 an~examined this permit and know tt~ same to be true and correct. All provisions of laws an~....urtli:Aance6 g<)vdrning this type of work will be complied wIth whether specified herein or not. The grantin~L f a p~t/dQe, not presume to give authority to violate or cancel the provisions of any other state or 1 ad:-law re9'tiiat~' \9 construct ion or the performance of CfJnstruct ion. , '" \ ,- :1:::;:: -' '~-I c. . :,.i~-~ -l~:' ':QU - ~:':~-~:-:~:~. c::::::~:~-::~~:::-::~- Section 3 Chapter 126, laws of 1967. , ! S i gnat u r ~ : _~,__,__,__,___~,____._____~,__,_,__.__..___-.___.__--_____....._ Da t e : ..---.,---,.".-.,.--..''''.----.".,.-,...--.... .)E)€:*~..)E**'~'~,*********, ,*,*****~*'lIi /1 ' ,. r;)I~V'n\1t' r\t,"ni'~~~'f"....",Ar.)rrn)l"I~!~d ElY~ , J, J ,nat:f:j~ 1/)-,_/S-~PJq ~ ';;;€t~S_i'_~f~~I?"J>~i~;;~8;.<) [glu MECHANICAL .u.< [J. . u..upLUMBING..... Type of Fuel: Occupancy: Electric Residen rial Site Address: Oil Gas Commercial Owner: Address: 1. 700 c. I a. .,~ A.. J( . Phone: Contractor:SLI LL\\! Ari gEA\"t l.1~ 1- ~U...Jc.. (Nl. Address: 1 L5 t-tA,\(()f'.I-AL. A""e "5. ~ C-. P\<-EM~N \ W " . 9'B3l;L Phone (3~()) t{c5 -~ 7 ;t '3> Contractor's License Number/Expiration Date: , SUi.-Lt~c.cG?'3qr No. lYPE OF EQUIPMENT No. lYPE OF FIXTURE RANGE WATER CLOSET WOOD/PELLET STOVE/GAS FIREPLACE BATHTUB " GAS FURNACE btu: 'i"b3,oco ~ I..- LAVATORY (bath sink) CONVERSION BURNER btu: SHOWER UNIT HEATER btu: KITCHEN SINK I BOILER btu: DISHWASHER 5 GAS PIPING L'\lJNDRY TRAY I EVAPORATION COOLERS btu: CLOlliES WASHER to AC UNIT btu: WATER HEATER I HEAT PU1\1P btu: URINAL REHEAT BOX btu: DRINKING FOUNTA1N '- AIR HANDLING UNIT btu: FLOOR SINK OR DRAIN 5 EXHAUST FANS SLOP SINK Rfu"JGE HOOD (residential) WATER PIPING & ALTERATION i RANGE HOOD (commercial) GREASE TRAP/INTERCEPTOR I I CLOlliESDRYER HOSE BIBBS i INCINERATOR LAWN SPRINKLER SYSTThV1 DUCT ALTERATION SWIIvl1VITNG POOL TANKS type: BLDG. SEWER (mobile/moved house) REFRIGERATION UNIT ROOF DRAINS OlliER: 01HER .MECHA."r-.nO\L FEES: PLUNffiING FEES: CITY SURCHARGE: TOTAL FEES: APPLICANT'S SIGNATURE: ~)aff..{;t) ~ ,-.\l\C T"""lo. . \.... ~ t . 1 "- l' DATE: (;, ,,/- Cf9 \; ",-",. Ell," 69't ~::;:;::r;:l.d >!:::L::!HJ f\lIJ"ld HN10'/:trlFI (Of:V;'V') OOCf,3" S;;'!?l::>.9l :,P,H'lOlIJV UCl !: ;~'cl r J.:,)~!H)U :::?Jpo::J :1,tJ.llO:::J:::ll,j M****MMMM******M******MMMH************MMM******MMM************** ao.oel :8:~D[eu fl{," 69'[ :: ~,;q,UJd 'T"jt~ 1 ~:qClL n/" 6'1 T :.j.w;jw"<,~,:id ~;:'PU, B I. " 6 ~'''j;' ~ f:3 F~~:~ ,~ 'I: ~~ ',~ 0 1. .1, :r L~kl::ld nr:j 'kl/I'l::r'.l\A1 ::::IN,l :::IHlj""I:.i OOl.;::,~ :: GS,,;:uppv ..1 ::\, I S 90t ! "., ( OO'''.C00996!~; ~ ON 1 ,~l:~) "l ~,:!d d/L-l 1; ~.)r.;j/d. 6/';':;0,,66;: ON :l T uLU:'~)CI 1[" :::). '!: U I t:lJ H Nt)1'1 I',"\,' Ins :: uo 'I: :p,:! :',ON >t:) :: poq :,l,v~)t'<l :\,t.H::lW^~;!d ~8:~~ 66/tO/90 Ol"69L =lunow~ ~9t00066 ;~gqwnN lrlI3JJM *****MM***MM************M*****************************MKMM****** tel I'.~::rJd ****MM**MMM********"**MM******"******************M********MMM*** ~ 'N~c"'f:J",~O)t.'''''l . ,,,.- " .)Ii.~ ,)(~~ lHIi)(,j{'l(>'lt*** ~..lt,!(,*)(.* ltilHHfil(,**,~ ***'***1\..)t~ * ~*~**** X"l'f')HE~' ** (It *i>( ~ 'II' X * *'**1('** RECEIPT ****:\(, lHE *'***'~*!f* ***~,* * '~1~*** 1( 1l:\* M'IH*****.)f*,)t**.~~,* *)( 1(.* ***')HHH~**)HHHHHE* Rr:CE 1 PT Nllmben: 9900051. €,1 AmOlmt:: ~?F.JO ,,00 06/ 1 ~il99 11: S'l Pi1tmemt M~;rth6i:n'nSA NDh't im'H MUHPHY VISA Inti: r. (lW ...,', ,,.,\,\m. ,~, PI'" I'." .-r. \i.~ .,:. ~t,. ,~11 ,,<~ 1;;;' "'~G~" ',,1'< ".~ !;l:IC r.\., :'7>' '\\1" \""'''('~ ~:.\ _Il~, ,-,::; \'_' "'" ~~ .,,~a,,;, "-'l-t.:l:, \.;,"l '1.1'" (r~'. ""', \>;~' ",' lJ ",;1\''';: 1:'-' 1-);' >.~~ \~", '.""', 4.1\ 1'.\ I".' "1:' vIa'''. ",,, ""'1 ....\ "r,; ,.,"\1....1....'...... "I', "'" .~., I.,' 1;]1:1--0279 Typt~: M/P 8966003",,001 ,., J 06 ~aO() CLAt~E "'lJE Ol, Y~lPJC f(AD10LO!~Y ~> "'iii""" . '" ""', '. Total FefH;!: 449,:78 '')f:;l~ O() ~ ;'I;~'r' J . "';'1'" r)t " "'1 '1t') 't.5"~~ /1 ;a" f'IL. ", f",m,:F~:.. 'I"~' ,.fe" " \ 'w' jl~:d anhn . " "'~'''''''O() -_.I ^ , \., '" ~ -' ~ ~'~. '" ' ,~* 1HHHHH~ * '}f)(' ** l(lUHf'J{,~*,'M * *~* * '* ~*, *,It,~ ~iHH~ ,)f;': *'l**'~* * )(n)NI) * '* * *** 1{)ii*,j(, ~'X * ;OHHf: *~_ t~G(J()llnt God~:! ;,,""1 til!~l:H';'f i pt j on iq~". Amntmt t f::";~:$'.~", '1 /) "'s. ( '?'~) 11:' ') Mi:,'t"HAN T f"A" I 1':)Ff';;~~'~"I::, I';:'j,:;r,:t:. )C~() ('j(' ,.10 ...~ -, . ~ ~,J..." , , ("..,,, " ...1 > ~",t,.i L ~,'~ _,j t 'TI\ \1-1 \ 'i ,i"'.fll-"li) ''.'If) '{ I 1 PI~Ymit No: Pt1yeel No: $ i t!~ Add((%H1.l:: I (jc~~t; :i on: :"","'~I""r;,n.~;,-- '. ' "'rhis Pa.;mt~nt "~~. I', 1" :z.) MF::CH/PL,BG Pf:JmIT .'/ 7, ,,/ I .f. "'#f j ,: ~l "_~ ,r: . l /, i , '~ " ;,)", , ,?'l' I /~" f ~~,.. ~:>. '~f", \:'.:t' November 22,2000 TO: Scott or Jim, FROM: Jamie Moody Could you please check your records and see if you have signed off on the following. They are not done in the system at this time. Please call or fax me with the results. Thank you 2520 CHERRY ST. - HARRISON MEMORIAL HOSPITAL DK FIRE SPRINKLER FOR LAUNDRY FACILITY PERMIT # 00-0045 1600 CHESTER AVE. -OLYMPIC COLLEGE 6 K J GENERATOR WI 2 LP TANKS PERMIT # 99-0638 1600 CHESTER AVE. - OLYMPIC COLLEGE FIRE ALARM SYSTEM FOR PHYSICAL'PLANT 0 K ~ PERMIT # 98-0626' .. 1600 CHESTER AVE. - OLYMPIC COLLEGE FIRE SPRINKLER SYSTEM FOR LIBRARY 0 K J PERMIT #99-0275 1600 CHESTER AVE. - OLYMPIC COLLEGE FIRE ALARM SYSTEM FOR LIBRARY PERMIT # 99-0427 DK '- 2700 CLARE AVE. - OLYMPIC RADIOLOGY FINAL INSPECTION PERMIT #99-0279 D~ \~R BllEMEII'J'ON BUlLDING DEI-AII'J'MEN'I' PllUnbill~~ ~~~t~neport Scope of work: Me J,. Fl ....-j.:,~ penn~lUnber:~q - O;J-. '1 ~ Address:d-~ ~ ~ OWllcr:{:H a - S4S 0 Contractor. . . v . . Phone: 40 S -07 d- 3 . ", GA...~ I)IPING Under leSt (lOp,i for 15 minu~e!I) P~~i_~~Ij; & ,upport I r m}nimllfll belo~~l.~ wlle'.1 und~oufl(l C~~_~~~I!wnJ.lE~_~I~~~~.dcrgrowld or wllhih 6" of earllt GrotllHl-joint Ilniom l'roltibiletl in ~ruin local ions flushings not allowed in conuaktl areu COMMENTS,_~C/J C S +- W"A ~J.Lo&c~-K.-~~-d{--iLfL:>,. J S ") GAS PIPING APPROVED: FURNACE Manufacturer', '~f1.9'ti~n' o!_~_~e ~-.!iO~I!-~~.!.!!..!.I.pP..<?~t Cbranu:: to combllstibk, V~~~~lg: ckaranu lo colOhu~cibks Vent shi.,.'.&... &: '.'!Pponl connections Vent termination Combustion air CI~illl~ltJ': liner and/or separate flu.e3 as required Gas sllllt-off witllin 3' Pi.~"t elevalC>l1 off ~oor ~!Ji.arage ------ Ducts: she & supportlinsulated wlten required lkturn air COMMENTS: FURNACE APPROVED: MISC. APPLIANCES Ma_l~_f!_<:turc:r'!l sl'ecirialions on site ~_~~.!.J~cces~~l''port Ck~r::mu to coml>ustibks VC:~I_~1.I~: ~_r~_~oe to COlObll8tihles Ve,~~iz~'_I~~'p!,ortl connectio!1s Vent terlnination ....~--~---- CoIIILuscion air Chimney: 1~l(;r all(Uor separate fluC!l as required Gas shut-off witlull 3' Wovel ,tovc & fi~epl~as~~earth. Wood stoves: EPA al'l'.rovc:d Gas logs: sa._~~~~~~t-off Wood !ltOVe!l &: fir(p~(X:8: tight fitting doon Gas .hut-off within 3' COMMENTS: MISC. APPUANCES APPROVED: WATER DIlA.TER Manllfacturc~fiations on !lite Locat;'!.!.!. ac0e3S. ,u!'porr Ckaralloe to comhlUubles Vellling: dc:aranoe to combustillles VCllt .iung &: IU1.P.ortlconnectiolU Vent termination Combustion air C~mney: liner andlor ~_ratc fluC!l U required Gas sllUt-off within 3' Pilot elevated off floor i~ e gate valve on cooM warer sUP.l'.1y lklief valve drair~ to ouuitle .-.__._---~ Copper to lI:2lv:lllJi~ co~ullOction. Unions 011 water pipes Seismic strap '- COMMENTS: WA11!R HEATER APPROVED: ALL WORK UNDEIl TIllS PFBID'I' AI-PllOVIID: .... .' "':~:i~":~;€~~~:':~ .~'. ~-'~;-\~C~.> - ._ _' "~-<' .' _ - .:.-:;::;:';;;+1994 Washington State Nonresidential Energy Code Compliance Form ."1 ......~;.I.--~~ qq -Od-II . - -. . -'--~!:~~t~~~f.;~~.- Mechanical Permit Plans Checklist: : ., .. . . ~ . MECH:.cHK " .' 19\1.4 WaahinglDn Stat" en,,'Vy Cod" Complianc;e Forms Apnl, 19\1.4 Project Addre~nL Lf M {J I c... I!.APlOLo6L1 Date 6~ ~ - 9? The following informatIon is necessary to check a mechan~cal permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code '. Location Building Department (circle one) Section Component Information Required on Plans Notes HVAC REQUIREMENTS (Sections 1401-1424) 14" 1 I Eqpmt penormance ~no n.a. 141 .4 IPkg. elec. hlg.& clg. Ustneat pumps on scneoUle 1'S'es) no n.a. 141 .1 I Minimum effICiency EqUIpment scneoule WTtn type, capacITy, ertlclency 14~ 2 IHVAC controls r1~$ no n.a. 141:4.1 I empE!rature zones nOlcate locations on plans (ye~ no n.a. 141 :4.:l I Ueaobano control nOlcate 0 oegree deadbano minimum yes no (f1~ 141:4.J I Hurmony control nOlcate numlolstat (yl!s") no n.a. 141:4.4 IAutomatlc setcaCl< nOlcate thermostat 'Nltn mgm seleacK ana I omerem oay types ~ no n.a. 1412.4.1 I Dampers nOleate oamper locaoon ana autCmallC contrOls yes no (1r.v 1412.5 Heat pump control InOlcate microprocessor on thermos.at scneoUle e;) no n.a. 1412.6 <....omcustlon ntg. I,nolcate moaulaong or srageo control e) no n.a. 141:4.1 tlalanclClg IlnOlcate oalancmg jeatures on plans e no n.a. 1444 I nermostat Inter1acl< IlnOleate thermostat InterlOCK on plans es) no n.a. 1423 Economizers ,t:.qUlpmem scneoule 1413 Air economIZers ve~ no n.a. 1413.1 Operation Inolcate 100% C3paCIlIt'{ on scneoule '5l~ no n.a. 141J.2 I conrrol nOlcate contrOlS aele to evaluate oU1sioe air / 1Ye~ no n.a. 141J.J Ilntegratea operation nOlcate capaPJllty ror pamal ccollng I 1414 I Uuctlng systems I "Yei) no n.a. 1414.1 I Uuct sealing nOlcate sealing necessary I f1e~ no n.a. 1414.:4 I Uuct InSUlation nOlcale R-value or InSUlatiOn on OI,;C~ I yes no~ 141::l.1 If'lplng InSUlatiOn nOleate R-value or InSUlation on plClng I yes no (h.E-l 424 l::5eparate air sys. nOlcate separate systems on plans ~no IMecn. Sum. roorm <....ompieleo ana attacneo. ~qulpment scnecl,;le WIUl types, I input/output, efficiency, cfm, he, economizer SERVICE V'lA TER HE A ,-ING AND HEJ TED POOLS (SectIons 1440-1454)' 1440 I Service 'Naler mg. I yes no n.a. 1441 Eiec. 'Nater neater IInOlcate C(-10 InSUlallon uncer :anK I yes no n.a. 1442 Shut-ort controls Ilnolcateautomallc snU1-JrT 1450 Healeo poolS yes no n.a./ 14.:l2 f'OOI 'Nater neaters IInOlcate not elecmc resistance yes no n.a.1 14.:lJ ....001 neater controls Ilnolcale sWltcn ana 00 oe<;ree central yes no n.a.1 1.<104 1-'001 covers' pnolcate vapor reraroam cover I yes no n.a. 10.104 WOOlS 9Q+ oegrees nOlcate R-12 0001 cover I If no" IS Circled for an uestlOn rovlde ex llanatJOn: yq , p p FILE , -.;--~---- --, -------"'--:-:-~.,- .,' ':f~'~':--'-'~, occJ:,!::c~:~;;";~"i:~":",.~ . 1994 Washington State Norireside~t!~1 Energy COde-~(l;p!~a~~l!;E~ITry nlf.e'-";c~'fj-a~""n-':-'~c"""a'''r~su'm' m"" "a' . ry'" .. :-j.:::.:-::'~::,,:.-... :;. :':.::~ ':'",',:.;,;- '::~,>, ':':.< <~:, :~':':;;:- -~. "'. ,', ::' ,-:- ::~,':MECH:' C!UIVI 11111 '_' I ;;. , , ",". " ,',':__,'.'J '. ",..-;":.:','..,..,.., ......;" '_ '.' .': _. ' ','" . ",', ' . :-.;;I . .~ . - . 19Q.4 Washington Sb.te Nonresidential Energy Code Comp'iance Forms Apnl, 1lX04 Project Info Project Address OL- t2AD 10 L..O Gt Date '~~ { . q'i For Building Department Usa Applicant Name: Sq LLl y' AN ~Pir1 A/ G. i Co::K-l'" ApplieantAddress' HS' 1V1t:-r'OrU,(,. ~ve. s' ~'T!' c:... H E'~t&J I.V A. 3(;2., Applicant Phone: (. 3 '-0) teo S ~ 7 2.3 Proj ect Description .g, V . A . c.... - G.-I\ S~~A-T W" lAt ~ C()~ D 111. Ot<JE.-t-S Briefly describe mechanical system E L~ c:;rlA c... A l Q.. ~ UriS N! 4- t It. Q;) N (J t n e tV if{.j type and features. AL.L srfl..,LT S'IST!Wt-S . Compliance Option ~Simple System 0 Complex System (See Decision Flowchart (over) for qualifications) o Systems Analysis Eq u i p men t S ch e d u I es The following information is required to be inccfP'Jl'ared with the :nec:,anical ~t.:ic;r:er.t s.:hedules on the plans. For prcjects without plans, fill in the r~uired infcri':":Citicn :.e!cw. Cooling Equipment Schedule :5e$' .p Li+:,.{S M-[ / M-;t. ~ E~~iP'1 I I I I OSA C:=~A I SE=..:I I I Brand Name 1 Model No,' Caoadl Tctal C:=:.l E::~no or =c::,--: IF:...Ir L:C3t:cn I I I i I 10 Brand Name 1 Mc-ce! Nc.' Caoac:y Total ,::=~il OSA c;~ E-;::no :r.~:..:t 3t~h I ~,---,.. "'u'n' I _I.o~...,..n. _~ , , I I I I I I I I I I I I E~;c:e:.cy+ C:::~!C. I I I I I ,I IFan Equipment Schedule E'J1'OUiP'1 I Brand Name 1 I I I I I I I I I I I I CFM Sp' HP!6H? I. F'cw Ccntrd I I I I I I I I I I I I I L=ticn of Seriice Mcde! No.' I I I I I I I I I I I I J 11( available. 2 As tested according :0 Table 1.L 1, 14-2 or i 4-3. J If ,e~~ir:d. ~ CCp. HS?~, C':r:ict.:s~:cn E~c;er.c'l, ::r A.=:-' c, as appJiC3c:e. 5 F:ow contrcl ~/p'es: VA V, constant 'loILime, on'3riable speed. FK~M Puget Engineering ,.,.-" Component U 't'alues roof wall floor window door PHONE NO. 360 598 2872 Ma~. 28 1999 05:59AM P02 Heating and Cooling Load Calculations for: OlympIc Radiology Bremerton, Washington GENERAL CONDITIONS 0.050 0.140 0.056 0.900 0.600 sc... 065 Indoor Outdoor Delivery Temperatures (d6ll f) Winter . Summer 68 78 21 84 100 65 ROOM zone 1 zone 2 zone 3 zone 4 zone 5 zone 6 lone 7 SUMMARY OF LOADS none 58,991 29,252 53,906 40,315 35,954 66,407 NOTES 5T 2T 5T 4T 3.5T 5r rtXPIRfS . FROM Puget Engineering PHONE NO. 360 598 2872 ;l:one 1 heating loads Convection: Q:::IJlfA*dT Item U A dT Q ~btuh) root 0.050 0 47 0 wall 0,140 747 47 4,915 floor. 0,540 93 47 2,360 wi ndow 0.900 116 47 4,991 door 0,600 21 47 592 12,859 V$l"l1iltltion: Q~1.0B"c1m"dT vent. elm'" 200 Q= 17,064 Total heatlnlloadc (btuh) 29,923 Ma~. 28 1999 05:59AM P03 FROM.: Puget Engineering PHONE NO. 360 598 2872 Ma~. 28 199906:00AM P04 zone 2 h&lltlnllotldli ConVOclloM; Q..U"A"dT zona 2 4:oollnl 'oads lIem. TQDf I'\'all floor window dOQr U 0.050 0.140 0.056 O.~OO 0.1300 A 20a' 1'14 2Q29 534 50 WindOY/ solar 1(!)ln: Q",^"SC-SHGP'CLF err 6 6 lS 6 6 Q (bt\lh~ 609 600 .682 2,SM I' 4,9 4 pk A SC SHGF eLF ~ (b1uhl N ":ms 0.95 33 0.82 4,837 NE 0 065 1213 028 0 E 0 0.65 211 0.2~ 0 SE 0 0.65 208 0.37 0 S 0 0,65 180 0.59 0 $W 0 O.G!> 2013 0.\50 0 W $09 0.65 211 OAt} 19,011 NW 0 0.65 128 0.33 0 2M~~ R(lot' solar gain: Q..lJ"A'"Cl. rDQOf"r ct tDQorr"[(Cl.TD+LMJ"K+{78.Tr)~{To.a5)J"'i U 0.050 CLiO 48 Tr 78 A 2029 I.M -5 To 84 Cl.TO..orr 42 K 1 ~ 1 Q (btuh) 4.261 Willi solar gain: Q-U.A"Cl. TOQ()ll CL '\'Ocorr"[(CL TD+lMY'K+(7a.Tr)+(To.65))"'f K, Tr. T/;), t are t~ same as. fOl" roof SCllltr pin Ofr V A N 0.140 220 NE 0.140 0 E: Dol 40 0 SE 0.140 0 S 0.140 0 SW 0.140 0 W a.ltlO 494 NW 0.140 0 P"22Io, IlaMy" .QUID~l'It b~\,ll' 10 pelopllJ, 500 btuh ellCh 5.000 rigt1fs~qt.llp (12 Wfsf) a,3l0 13,310 Ylffltil..t;(m: Q...J ,OS-cfm"dT \<IfnI. cfm"" 400 Tqlal cCH)lInt loads (btllh) 58,991 ClTO LM CL iDeo,.,. ? (btuh) 24 .3 20 616 27 .3 23 0 30 ~l 28 0 32 4 35 0 43 7 49 0 59 4 62 0 !l6 .1 54 3.735 37 .3 33 0 4.351 - Q= ~,20S FROM ,: Puget E~gi~eeri~g PHONE NO. 360 598 2872 Ma~. 28 1999 06:00AM P05 zone 3 hUllthl; loads Con'fflctlon: Q..U*A..tiT Ihlm U "'- dT Q ~bt\.lh) roM 0.050 318 47 '47 wall 0.140 396 47 2,606 1100r 0.056 318 47 831 window 0.900 0 47 0 door O,~OO 0 47 0 4.100 Vttnlflatlon: Q"l.l)8Ocfm"dT VflOl, G1'm= .200 Q'" 11,064 Total heatlllK INd. (bluh) 21,254 zone I coollnslood$ Con\l$~lon: Q"~A"di Ittlm U A dT o (btLlh) roof 0.050 ~318 6 95 WBII 0.140 396 {; 3:33 floor 0.056 318 6 107 windOw 0,900 0 6 0 door 0.600 0 6 0 5Sti Wirn:Jaw "(1I..r t'l'ltrn: Q~"SC"SHGF-CLF Dlr A SO SHGt eLF Q (btuM) N 0 0.65 33 O,g:! 0 NE 0 0,66 129 0.213 0 E 0 0.G5 2H .0.29 0 Sf: 0 0.65 Z08 0.37 0 S 0 0.65 180 O.5!:1 0 SW 0 O.&t> :aoe o.~o 0 w 0 0.65 211 0.45 0 Iffl 0 0.65 128 0.33 0 0 Roof sol;!\r gain: Q",lr'A"Cl TOeorr Cl TDcorr"'C(Cl iD-t-lM)"K+(76. Tr)+(Io.8S)J"f U 0.050 CLTD 48 Tr 18 A 318 lM .5 To 84 CL tOeorr 42 K 1 f 1 Q (btuh) 668 Wall solar (liIlln: Q"'U"AoCLTDeorr CL TDeorroatCCL TD+LM"'K~.(7S. Tr)+(io.85)J"f K, Tr, T~, 1 eo... thet "mil ar; for rQQ/ $olill' ia/n Dlr U A N 0.140 187 Nt; 0,140 0 E. 0.140 209 SE 0.140 0 S 0.1.40 0 SW 0.140 0 W 0.140 0 NW 0.140 0 P~f;l~":, Ii~n~ !l51l.lip,m!lllt bluh :2 p$()pl., 0 bluh .;loch 1,060 liShtll(l.2 w/s1)+oqulp 1 ~l602 2 ,602 Vllntilatlon: Q"'l.08"cfn1"dT v..nt. m"..,"l 200 Tot.. coolll'lllOlldll (btu") .2",:!'2 eLTD lM CL TDeorr Q (btuh) 24 ,3 ro 824 27 -s 23 0 30 .1 28 81g 32 4 35 0 43 '1 49 0 5S 4 62 0 56 -1 54 0 37 .3 33 a 1,343 Q.. 4,104 FROM Puget Engineering PHONE NO. 360 598 2872 Ma~. 28 1999 06:01AM P06 %On8'" heat'", INds CQ~(;\lon: Q=U.P..c:lT Item olso p. dT Q (b1uh) It>Of 3595 47 8,448 ....all 0140 437 47 2,875 floor 0.056 3595 47 9,462 '<Window O.!<lOO 8 47 338 door 0,600 28 47 790 21,~14 VentflaUon: Q..l.0S"cfm.(fT ~(tnt. cfm.. 400 q", 34,128 Total h..t1nC tude (btllh) 56,042 zone 4 cooling IDlld $ ConY~(:Uon: Q-U"A"oi It.m lJ A ~ o (btuh) I'()Qf 0,050 3&95 6 1,0'79 w;lIlI 0.140 437 6 36' floor 0.056 3696 IS 1.20B wlnd~ 0.900 S 6 43 door 0.600 28 (5 101 2, 'SlB WindOtt $01 a' gain: QooA"SC"'SHQP'C\.F Dlr it SC ~HQF eLF Q lbtl.lh) N 8 0.61) 33 O,8:? 41 NE 0 0,65 128 0.28 0 I: 0 O.bS 211 0.29 0 Sf 0 0.65 208 0.37 0 S 0 0,66 ISO 0.59 0 SW 0 0,6!'> 20B 0.60 0 W 0 '0.65 ~11 0.45 0 NW 0 0.65' 128 0,33 0 141 RcC>t solar ll.alN: Q...v--A.Cl TOeorr CL rDl:Orfl'<[(CL TDi-LM)'"K-t(7g. Trj-l(To.85,rr U 0.050 ClTD 4B Tr 78 A 36l).5 LM. .!) 10 84 Ct.iOoorr 42 K 1 f 1 Q (btuh) 7,550 Wall sotar Rain: Q",WA"CLrOoorr CI. TOconw[{Cl iD+lM)"I(-t(7S. Tr)+(To.85)l"f K, Tr, To, f 3/'l11 fhe Umf> as 10' root ~18r gain Dir U A. CI.TO LM CLiD~orr Q~hf N 0.140 300 Z4 .J 20 NE 0.140 0 27 ,3 23 0 E 0.140 165 30 .1 28 &47 SE 0.140 0 32 4 35 0 S 0.J>10 0 43 7 49 0 SoN 0.140 0 59 4 6? 0 W 0.140 0 56 .1 54 (I 1m . 0,'40 0 37 .3 33 f) 1.487 PllQ(lte1 li~l~"'luipment f6 tJOOPlll, bluh 1l.OI'o liehtsO ,;2 w/sf)-l$ql.lip btuh &,000 ?,&,724 3a,724 Ventilation: Q",1.08"cfrn"dT yon\. elm.. 400 0'" B.208 Tot.' "0('11"1 la~d. (lttll"> lJ3,toG FROM :'Puget Engineering PHONE NO. 360 598 2872 Ma~. 28 1999 06:01AM P07 zone 5 h8.t1ncloads Convection: Q~U"A"'dT Item U A efr o (btu/l> root ; 0,050 ,3U 47 9"05 wall 0.140 248 47 J.632 floor 0.056 385 47 1,013 window 0.900 0 47 0 poor 0.600 0 47 0 3,550 Vtlntirp(!on: Q=1.OS"cfm"dT vent. c:fm= 200 Q'" 17,064 Total h.atlng loads (bluh) 20,614 Convection: Q"U"A"dT tone 5 cooling loads Itltm to'll wall 1I0Dr window dOor IJ 6.060 0.140 0.055 0.900 0.600 Wlnclcw 59jllr /laIn: QzA"SC-SHGP"CLf A 365 248 3tJ5 o o elT 6 6 6 5 6 q ~btuh) 16 208 129 <> o 453 Dlr A SC SH~F eLF o (btuh) IV 0 0.65 33 O.82~ 0 NE 0 0.65 128 0.28 0 E 0 0.65 211 0.29 0 SE 0 0.65 ;?O$ 0.37 0 .S 0 0.65 180 0.59 0 sw 0 O.f.!) ~a D.e;Q 0 W 0 0.65 211 0.45 0 NW 0 0.65 12a. 033 0 0 Roof solin gain: Q",U"I\"Cl.TOeorr CL TDoorr..[(CtTD+LM)"K +(78. Tr)+(r o.85)}'i 1I 0.050 CLlD 48 Tr 78 A 38S LM -5 To 84 CI. TDcorr 42 1< 1 f 1 Q (btutl) 805' Wall soiaI' Il'lIln: Q"U"A"CI.TDcorr CL TO eorr;'rccL TD+lM)"K+(7S. Tr)+(IQ.85))"1 K, Tr, To, f .roil th" ~amo as tor rnQ! iOiar 1lI1n Oir !L A N 0.1010 0 NI': O.J40 0 " 0.140 2<48 SI! 0.1/10 0 S 0.140 0 sw 0.140 0 w 0.140 0 NW 0.140 0 "<lOPI8\ IIghtf,-, tqu'Pl'n6l\t btllh :1 peoPle. 500 .b'\Ih uch 1.000 ll(ht&(1.2 W(sf)~ql,Jll> 32,Sr h.9 7 V~ntilllfjon: Q>=l,Oa-efrtl*dT vent cfm= 200 T~t.1 CClutlrq; lo"d. (btuh) 40.U5 CLiP I.M CI.TOeorr 9 (~Uh) 24 .3 20 27 .3 23 0 30 .} 28 972 32 4 3S 0 43 7 49 0 e;~ 4 52 0 56 -1 54- 0 37 .3 33 0 97;2 Q.. 4.104 FF.!OM :. Puget Engineering PHONE NO. 360 598 2872 Ma~. 28 1999 06:02AM P08 zone 6 h..Unlload, Conv.etlon: Q"U"A"dT ':S U A dT o (b~l"t) 0,050 14J:l' 47 3,4 1 waif 0,1<10 1364, 47 8,975 11001" 0.056 280 47 737 window 0,900 0 47 0 door 0.000 0 47 0 13,183 Ven((fll1lon: Q"'1,oa"cfm"dT Vllnt. cfm" 350 Q- 29,862 Tot.IIIHUnl toadl (btuh) U,045 Conveotlon: Q..l,!"""dT 10M 6 cooling loads ~~ well floor window door A 1477 1364 280 () o U O,OM 0,140 0,06& 0.900 0.600 Winl;1ow sofer !laln: Q../I.SC"SHaI""CLF dT I> 6 6 6 6 q~h) 1.146 94 o o 1,&B3 Dlr A $C SHGF elf Q (bluh) N 0 0.65 33 0.82 0 Nr: 0 065 128 0.28 0 E 0 0.55 211 o.2~ 0 SE 0 0,66 200 0,37 () S 0 0.65 180 0.59 0 SW 0 0.G5 408 0.60 0 W 0 0.65 211 0.45 0 NW 0 0.55 12S 0.S3 0 ~lIlL. 0 Roo sollr 2/1ln: Q=lJ6A'"CI,. TDl)Orr Cl TOoorr=((CL TO+LM)"K+{78.Tr)+{TC-85)]"1 U 0.050 ClTO 48 Tr 78 1\ 1477 LM -5 To 84 CI,. TDoorr 42 K 1 f 1 Q (p\uh) 3.102 WIlH f.olar R'ain: Q..V"A"CL rOcorr CL iDeorr=f(Cl TD+LM)"'K+(76.Tr)+(To-85)}"f K, Tr, To, f lOre the J;Clme aJ; for roof toolilr Zilih Olr U A N 0.140" 0 NE 0.140 0 E. 0.140 ~a7 S€ 0.14<> 0 S 0.140 990 'Sw 0.140 0 W 0.140 187 NW 0.140 0 Pel)P!e, Uinta, ~u'Prntnl. blull l~ ".or>l(II, !SOD tun each 9,000 hQlrtt"'Elquip (1.2 w/s.f) 6.049' )~,OIW VonUllltlon: Qcl.0S'"c1m"dT vent. dm~ 3S0 Tobll cooll"llo8'. (j)tuh) 35,9!54 Ct,iO lM CL TOcorr Q (bluh~ 24 .3 20 0 2'7 "3 23 0 3Q -1 28 733 32 4 35 0 43 7 49 6,791 59 4 62 0 56 .1 M 1.414 37 .3 33 (} 8.933 Q,., 7.182 FROM' :' Puget Engineering PHOI'~E NO. ...' , 360 598 2872 Ma~. 28 1999 06:02AM P09 *008 1 h88t1nllo.d5 C\1IlYIll;:tion; Q=U"A"dT Item u A dT Q (btuh? roof 0.6so 280 47 ~GS" wall 0.140 187 41 1.230 1/Q(lr 0.056 250 47 737 window O.!jOO 0 47 0 door 0.600 0 47 0 2,525 Ventilation: Q-1.0S"<:Im"dT vent. e1m= 200 Q= 17.064 Total heaUnClofld' (btuh) 19,689 CM..\ltiDr'1: Q..u"A"cH zone 7 cooling lo.d.. Iu,m rool well floor \ltindow dO(lr U 0.050 0140 0.066 0.900 0.600 A 280 lS7 2S0 o o Window ~olar pin: Q~"SC"SHGP"ClF dT 6 6 6 6 6 Q (btuh) 84 157 9.11 o o 335 ~r A SC SHGF ell" Q (lrtu h2 0 c.GS 33 0.82 0 Nt 0 0.65 128 0.28 0 E 0 0.&& 211 0.29 0 SE 0 0.65 208 0.::17 0 S 0 o.et;; 180 0.59 0 SIN 0 O.M 208 0.60 0 W 0 0.65 211 0.45 0 NW 0 0.65 128 033 0 0 Roof $o/lIr il'~I": Q=V"'!',"'Cl rOcorr Cl,. TocOrT1"[(Cr. m.jo(.Ml"K+(78. Tr)+(io.85)1"i U 0.050 ClTO 48 Tr 78 A 280 LM .5 T(> $4 Cl-TDcorr 42 K 1 f 1 Q (btuh) sse W~1t solar gain: Q...U"A"CL TOeorr CL TDcorr=[(CL iO+LM)"K +{78.T r)-\o(T Q.85)J*'I . K, Tr, To. f 12r\l1~ 'ill-.>> a~ illT /001 fool". Rain Oil U A N 0.140 0 NE 0.140 0 E 0.140 187 SE 0,140 0 S 0.140 0 SW 0.140 0 W 0.140 0 NW 0.140 0 PlJ~, H,l1h. ~ulE./Tlflnt btun normally unooo, 0 Iight&(J.2 Wf6f}+eQvip GO,6/I, 6M4 Ventilation; Q-l.0S"Cfm"dT ~nt. <:1m" 200 Total ce.(Il1nlle.ftdt (.bttch) $6,407 eLTD LM CL TDcorr q (btuh) 24 -3 20 (') 27 .3 2'3 0 .30 .1 28 733 32 4 36 0 43 7 49 0 59 4 52 0 !56 .J 54 0 37 ..3 33 0 733 Q= 4,104 H _ _ _ _ _ ~ - ';"_'_..a.-.~"""""'" -.. --.------- "--- --- ~------- . -". . . '. :: :-";~~;f,2t~1:;~;~.:[.::". 1994 Washington State Nonresidential Energy Code Con~"ijli~"f1'~~-FClrm -"--.,..~ . ~ "-' ,- . .. . ._... -. - nll:s........c. .h-an'"".'.=-....c.....a.''''i.:Su..m. m'" "a" 'ry.... :;.,::~.:-::~:::/ '.,,, ';.: ....,..~...::';':::~...::-: '::.:. '---;:~ :~.:.;.: ..... .... .:." -.:..::.-MECH'C!!UM ..1' __.. .~~. ..' ....-. .;. . >...:.._- ..J, '......:_-.~.t.::i=....~..-. .._" .::;.-:.~-;...~.~:. ... ..'-:-:.- . . ~ 19Q.4 W~$hington Sbta Nonresidential Energy Code Compliance Forms "'pnl, 1lXU Project Info Project Address OL ~AI> 10 L.O G Date .~ - ( . '1'1 For Building Department Use Applicant Name:SULLl vA^! ~1rT1A/' i OX)U"; Applicant Address' J.J. ~ ^' Jlt:rco,.,) I, l.. -i lie. s. ~ 1'li C-. ~ ~'1&J l..J Ii,. 3 (;I.. Applicant Phone: C.;3.0) 1./;0 S --07 23 Project Description .g.y!. A.. c.... - G..1\S '-I.\~A-T 'lJ'lAI~ C()"'OITl.()toJ~ Brietlydescribemechanicalsystem EL-€.crlAc.. Alt ~~ N! +ut. Q;)N{)ln6Nift.~ type and features. At.. L sfL L T S 'I S7!W\-S Compliance Option ~Simple System 0 Complex System (See Decision Flowchart (over) for qualifications) o Systems Anaty.;is Equipment Schedules The following information is required to be inc~rporated 'Nith the mechanical eq.:j~:r.ent s.:~edujes on t~e I plans. For projects without plans, fill in the ra!;uired inrcm:aticn b€iew. . Cooling Equipment Schedule Equip. I 10. Brand Name' Mode! No.' I I I I I I LkNS I I I I I I I M~l J M-;L OS':" C:=~A I Tetal C:=M E::~no I I I I I I SEE:Z or ==.~, IF~\f L:at:cn Heating Equipment Schedule I =~";o I I I I I .OSA efm I I ~......, . 10 Brand Name 1 Me-eel :--.la,' Cacaey Tctal C:=~,i Ec-::no In::,:: 3tt;:, I (", --, - "'un I E;f;:::e:.c:/' .....1..01.__.. _~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Fan Equipment Schedule Ei~'P'1 Brand Name' I Medel No.' I CFM S?' HPf6HP I Flew C.::mrd I L:caticn of Service I I I I I I I I I I I I I I I I I I I I I I I I ! I I I I I i 1 I I I I I I I J 1:f available. 2 As tested acc.::rding ~o Table 1..Ll, 14-2 or j 4-3. :1 :r re~~ired. " CCP, ~S?~, C.:;mcus:;cn E:::c:er,cy. ,~r ;'.'=:"":c, as acpliC3c:e. 5 ;=:0',\/ contrel :ypes: VA V, constant '/elume, or variable speed. FR~M : Puget. Engineering PHONE NO. 360 598 2872 Ma~. 28 1999 05:59AM P02 Heating and Cooling Load Calculations for: Olympic Radiology Bremerton, Washington GENERAL CONDITIONS Component U '1alues roof wall " floor window door 0.050 O~ 140 0.056 0.900 Q.600 SC", 0 65 Indoor Outdoor Delivery Temperatures (deg f) Winter St.lmmer 68 78 21 84 100 65 SUMMARY OF LOADS ROOM zone 1 zone 2 zone 3 zone 4 zone 5 zone 6 zone 7 NOTES none 58,991 29,252 . 53,906 40,315 36,954 66,407 5T 2T 5T 4T 3.5T sr ~?IRfS, FRQ~ : Puget Engineering 360 598 2872 PHONE NO. jl;O"~ 1 heatIng load$. Convection: Q;;:U*A*dT Item U A dT Q ~btuh) roaf 0.050 0 47 0 wall 0,140 747 47 4,915 floor 0,540 93 47 2,360 window 0,900 U8 47 4,99:1. door 0,600 21 47 592 12,659 Ventilation: Q"'1.0S"'cfm"dT vent. cfm'" 200 Q" 17,004 Total heatlnE loads (btuh) 29,923 Ma~. 28 1999 05:59AM P03 FRGJN Puge~ Engineering PHONE NO. 360 598 2872 Ma~. 28 1999 06:00AM P04 zone 2 heDtlnclofldl Convolltlun: Q..U"A"dT Itom o.~50 A dT o (btun) rom 2029 47 4,768 w;lll O.l~O 714 ol.7 4.698 floor 0.056 2029 47 5,340 w~ndow 0.900 534 47 22.588 door 0,600 50 47 }s;tgS \/onlllallon: Q..1.08"cfrn"dT \I(Int. cfm~, 400 Q.. 34,128 Tot.' I;HUltC' Iqad~ ("tuh) 12.PS! ConvaellOh: Q..U"A"oi zone 2 eoolln,loads 110m ToD! wall floor windQw doQr U 0,050 0.140 0.0156 0,900 0.1300 A 20~ 714 2Q.29 534 50 Window solar i(3ln: Q",^"S~Haf"CI..F dT 6 6 6 6 6 Q (bt\lh) 609 600 682 2,aS4 l' 4.9 4 Ok A SC SHOF elF Q (btu!1L N :m~ O.5~ 33 0.132 4.837 NE 0 0.65 1213 028 0 I:. 0 0.65 . 211 029 0 SE 0 0.65 208 0.37 0 S 0 0,65 lao 0.59 0 S'IJ 0 a.o!> 2013 O.GO 0 W S09 0.65 211 0-46 l~.O71 NW 0 o.e!> 128 0.a3 0 luna Roof solar llB'in: Q-lJ"A"Ct. fOcorr Ct roco" ",[(C[, TD+LM)""K+{78.Tr)~.{TQ.s5)1"'f U 0,050 ClTO 48 Tr 78 A 2029 LM .5 fa Sol CL.TOcorr 42 K 1 1 1 Q (btuh) 4.261 Wall solar gain: Q..U"A"C1. TOcQrr CL rOccrr..[(CL TD+lM)"'K-i-(78.Tr)+(To.SS)j"I K, 'fr. T(), f al'l'l the semEl Il!> fOf roof solaf S;liIin Dfr U II N 0.140 220 NE 0.140 0 ~ D.140 0 SE 0.140 0 S 0.140 0 SW 0.140 0 W 0.11l0 494 NW 0.140 0 p"opJo, lIat\\f,\ tlQull)mo!'l\ btl.ll\ IO PlIIopl.. 500 btuh e/lCh 5,000 righfS*'''au1p (12 Will!) 13 310 1:J,310 Vltnlil"ti<)n: Q"'J .Oa"cfm"~ \1Jnt. cfm= 400 Totel coollac loads (btuh) 68,991 CLTO LM Cl TOCOIT Q (btuh) 24 .3 ~O 616 27 .3 23 0 30 .1 28 0 32 ol 3& 0 43 7 49 0 59 4 62 0 56 .l 54 3.135 37 .3 33 0 4,35J Q= 5,208 CI.TO l-M CL TDcorr Q lbtuh) 24 .3 20 524 . 27 .3 23 0 30 .J 28 819 32 4 35 0 43 ., 49 0 59 4 52 0 56 .1 54 0 37 .3 83 " 1.343 FROr:1 Puge~ Engineering PHONE NO. 360 598 2872 zone 3 heatlrl~ loads CQn'fflctlon: Q"U"A.tH '''m U ~ efT Q ~btuh) roiA 0.060 31a 47 '4, wall 0.140 396 47 2.606 floor 0.056 318 47 837 window 0.900 0 4.7 0 door Q,~OO 0 47 0 4,100 V~niftallon: Q-l.0S.ctm..d1' v&ol, cim", 200 Qo: 11,054 Total .."tine loed. (btah) 21,254 zone 8 coollns 100<<1$ CQnV$C1lon: Q..LI"A"di Ittm r~ wall floor wi l'Idow dOor U 0.050 0.140 0.056 0,900 0.600 A 328 396 318 o o efT 6 6 6 6 6 o (btlAl'!) 95 333 107 o o 536 Wind<1W "(1I~rg-ain; ~"SC"SHQF"CLf Dlr A SC SHGF eLF o (btuh) N 0 a.e.!> 33 0,82 0 NE 0 O,Eiti 128 O.2S 0 !: 0 0.65 Zl1 0.29 0 se: 0 0,65 208 0.37 0 S 0 0.65 l80 0.5~ 0 SW 0 0,\)1> 208 Q,eo 0 w 0 0.65 21J 0.45 0 NW 0 0,65 12a 0.33 0 0 R(lo(sQ/;\\r galrl: Q..lrA"ClTOcorr Cl TDcorroo{(Cl TD+lM)"'K+(16.Tr)+(To.B5)]-t U 0.050 CLTD 48 Tr 18 A 3111 lM .5 To 84 CL ltleorr 42 K 1 f 1 Q (btuh) 668 Wall solar ~alt1: Q"U"A"CL TDcorr CL TOcorr,,[CCL TD+LM)"'K-+-(78. Tr)+(TQ-85)]"f K, Tr, To, 1 e.rit thll ~m8 at> for rQQf iolilf li!aln Dlr U A N 0.J40 187 NE 0,140 0 E. 0.140 209 SE 0,140 0 S 0.140 0 SW 0.140 0 W 0,140 0 NW 0.140 0 Pe"Rh>, li~ht6 e~l.I;fl'nellt b1uh :2 paQpl., b bluh .;loch 1,000 lis\1tlt(1.2 w/sf)~qvlp O!l60;;! 2 .602 V~ntilallon: Q"'1.08"cfn1"dT y&nl. cfrn.. 200 Tot.1 C~Olll'lllo.dll (btuh) 29,252 Q.. 4,104 Ma~. 28 1999 06:00AM P05 Ff72qM Puget Engineering PHONE NO. 360 598 2872 Ma~. 28 1999 06:01AM P06 zone" heatlnf INds COrNee110rl: Q=U.P,"dT lturn ().~50 A dT Q (btuh) ,t>Of 31S95 47 8.448 iIfIIll 0.140 437 47 2,875 floor 0.056 31195 47 9,462 wi ndO'it O.Qoo a 47 338 door 0.000 28 47 790 21,914 VenHtaUon: Q..l.0S"efll'l"dT vent. cfn1" 400 Q'" 34.12a Total heallnc lud& (btuh) 56,042 lone 4 cooling IOlldr. ConvIction: Q-U"A-di Itom U A tiT Q lbtuh) r(lot 0.060 3&95 6 1,079 waft 0.140 437 6 367 flDor 0.056 3596 6 1.208 wlndCIW MOO a 6 43 door 0.600 28 6 101 2,'r;l8 WindOlt $olllr Rain: Qw.A"SC"SHGF"CLF Dlr A SC ~HGF elf Q ibtUh) N 8 0.65 33 (l,a::'! 41 NE 0 0.65 128 0.2a 0 E 0 o .M ~ll 0.29 0 Sf 0 0.65 208 0.37 0 S 0 0.66 lSO 0.59 0 SW 0 O~~ 20B 0.60 0 W 0 0.65 ;211 0.45 0 NW 0 0.65 128 0,33 0 or 141 ~oot $o/~r 1l<<lrr: Q=V"'A'"CL TOcorr C/.. rtkor(l><[(CL TO+LM)"'K'f-(78. Tr}~(To.85)rr U 0.050 elm 4B Tr 78 A 3S~.5 I.M oJ> 10 84 CLiOoorr 42 K ] f 1 Q (1)1lJh) 7.550 Wall solar Rain: Q",~A"CL"Ooorr CL TDo(lrr..[(CL TD+lM)"K-t(76. Tr)+(To.85))*1 It Tr, To, f llr& t/)& iJimft as le>r rOOf ~18r pin Oir U A. N 0.140 300 N~ O.lo:IO 0 ~ 0.140 IGS Sf:': 0.140 0 S 014.0 0 SW 0.140 0 W 0.140 0 NW O. '.oW 0 Peo('le. lilll~"qUipment btuh To j)OoPIlo, blur. lllllOIl &.060 Ii~ht~(l ,2 w/$f)'~quip ?~,724 33,124 Ventilation: Q..-l.08.Qtrl\"dT von\. elm.. 4C10 Tot.. c:oolll1lln.d.. (.lstuh) S3.tCMJ CloT\) lM C!.JD~orr Q toh~ ~4 .3 20 27 .3 23 0 30 .1 28 647 32 4 35 0 43 7 49 0 59 4 67- 0 56 .1 54 0 37 -3 33 f) 1.487 Q.. B.208 FRGM :,Puget.Engineering PHONE NO. 360 598 2872 Ma~. 28 1999 06:01AM P07 zonl!l 5 h811JtJnc lo.d~ Convection: QcU"A"dT tt!lm U A d'r o (btu/l) rOot (),05O 3% 47 905 wall 0.140 248 41 1.532 flc;>or 0.0&6 335 47 1,013 window 0,900 0 47 0 door 0.600 0 47 0 21,550 Ventilation: Q"'1.08"cfm"dT lIenl. c:fm= 200 Q= 17.064 Tot.' h..tlng toads (blah) 20,614 Convection: Q"U"A"dT lone 5 cooling loads Item rool wall 1100r ....Indow de or \) 0.050 0.140 0,056' 0.900 0.600 WindOW 50jllr /laIn: QzA"SC"SHCiF"Clfl A ;;ISS 248 3lJS o o clT 6 6 6 6 6 q ~btun) 16 208 129 o o 41)3 Olr A SC SH~F elF o (btuh) N 0 0.65 33 0.82' 0 NE 0 0,G5 126 0.28 0 E 0 0.65 211 0,29 0 SE 0 0.65 2DS 0.37 0 S 0 0.65 180 0.59 0 SW 0 O.f1& ZOS a.60 0 W 0 0.65 211 0.45 0 NW 0 0.65 128 033 0 0 Roof solar gain: Q"'U"A"CLTDcorr CL TDoorr-[(Cl TD+lM)"l< -r(7B. Tr)+(io.85)}""f U 0.050 ellD 48 Tr 78 A 385 lM .5 To 84 CI.TDcorr 42 K 1 t ~ Q (blull) 809 Wall $olar RlJin: QOIU.A"CI.TDcorr CL TDeorr..[(CI. TD+LM)"K+(78. Tr)+(io.85))"1 K. Tr, To, f af" tha nme as for roQf wlar taln Dir U A N 0.1-40 0 NIO 0,140 0 E 0.140 2<48 51? 0.140 0 S 0.140 0 SW 0.140 0 W 0,140 0 NW 0.140 0 !>1I0PI,\1I2htf,., ~qulprnent btuh 2 ptop a. 500 btuh '!IIoh 1,000 Il(ht&(l.<' wfs1)-r'lQl,Jlp 32.gr 33.9 7 V'1nti1l1tion: Q"'l.Oa.etrtr"dT VIlnl. etm= 200 T~t.1 Gllutlnc 'o_d. (btuh) 40.115 CLip lM Cl.TDeorr 9 (~Uh} 24 .3 20 27 .3 23 0 30 .} 28 972 32 4 35 0 43 7 49 0 59 4 52 0 56 .1 54 0 37 .3 33 0 972 Q.. 4.104 ...........- / . "'// FROM :. Puget, Erlgirleerirl9 PHONE NO. 360 598 2872 zone 6 heatlnaloads Convtetlon: Q"U"A.crr ~~ U A dT Q \b~h) {),O!>O M/7 47 3,4 1 well 0,]40 1:354 47 8,975 float 0.056 280 47 737 window 0,900 0 47 0 door 0.600 0 47 0 13.183 Ven((lallon: Q""1 m~.cfm"dT Vllnt. crrn.. 3150 Q.. 2'9,862 TotallleaUnlloads (btuh) 43,045 10M 6 cooling loads Con\ll1otle>n: Q=l.).".dT Itel'(! r ()(>f willi floor windO"lll door A 1477 1364 280 o o tiT 6 6 6 6 6 Q t1~h) 1.146 94 o o 1,(;&3 u O,OSO 0.140 0,000 0.900 0.600 Window $olsr gain: Q-A"Sc..-SHaF'''CLf Dlr A SC S~GF eLf o (bluh} /II 0 0.65 :; 0.82 0 ME: 0 065 1:1:8 0.28 0 E 0 0.65 211 0.2~ 0 SE 0 0,65 208 0,37 0 S 0 0,65 180 0.59 0 SW 0 0,66 208 c..60 0 W 0 0.65 211 0.45 0 NW 0 0.55 128 O.SS 0 ~.. 0 Roo1 solllr Rtlin: Q""~"Cl TOcorr CL TDllorr=f(CL TD+lM)"K+(78.Tr)+(TO-85)J"f U 0.050 CLTD 46 Tr 78 A 1471 LM .5 To 84 CL TDoorr 42 K 1 f 1 Q [bluh) :U02 wan solar gein; Q..V"A.CL'rDoorr Cl lDcorr={(CL TO+LM)"K+(76. Tr)+(T o-85)}"f K, Tr. To, fare tl>> >>;;Jme 11$ fOJ' roof /;olaf !l<Iin Ma~. 28 1999 06:02AM P08 Olr U A C!.TD LM CL TOcorr o (btuh) III Q,l-46 " 0 2<1 ,3 20 0 ME 0.14Q 0 27 .3 23 0 E. 0.340 1&7 30 -1 2() 733 sf: 0.140 0 32 4 35 0 S 0.140 990 43 ., 49 0.791 sw 0.140 0 59 4 62 0 W 0.140 181 56 .} 54 1.414 NW 0.140 0 37 .3 33 0 8,bs p.l)~e, 1i2ty~. ~II)M.nl lli ~I.. 00 un elICit hlth1totol)qUip (1.2 w/!-!) btuh 9.0lJO 6,049 l~,049 Vel'lt. ~fl1~ 3S0 Q'" 7,182 VonWlltlQn; Qcl OS.clm"dT Total cooll"tt 108d. (btuh) 35,954 . FRo~1 " Puget Eng i neer i ng PHONE NO. 360598 2872 Ma~. 28 1999 06:02AM P09 *on8 1 heating load, CIJr1\IlIction: Q=U"A"dT 1~n'J u II di Q (btu"> roof 0.060 :2&0 47 ~M." wall 0.140 IS7 41 1,230 floor 0.056 2811 47 737 window . 0.900 0 47 0 door 0,600 0 47 0 2,ftz5 Ventilation: Q"l.OS"elm"dT vent c1m= 200 Q= 17.064 Total heaUnglofld' (btuh) 19,689 Convtlltior'1:Q..u-A"dT zone 7 cooling IOllet.. Item '001 well floor ~indow door u o.oso 0,140 O.Me 0,900 0.600 Window ~Qllilr e-ain: Q~"SC"SHGF'*ClF A 280 187 280 o o tiT 6- 6 6 6 '6 Q (btllh) 84. 157 94 o o 335 t?ir A SC SHGF eLF o (btu ~ N 0 0.6S ~ 0.82 0 Nc 0 0.65 128 O.tEl 0 E 0 D.GS 211 0.29 0 Sf 0 0.65 208 0.37 0 S 0 o.Ei6 180 0.59 0 SW 0 0.6'5 ::>08 0.60 0 W 0 0.65 211 0.45 0 NW 0 0.65 128 0.33 /) 0 Roof $o/Ilr II:llln: Q=V*A":Cl rOcorr Cl IOcorr-[(CI. TD~(,M)"K+(r8'. ir)+(ro.g5'J"f U 0.050 CLTO 48 Tr 78 A 280 J..M .5 Tf> 84 <;1- TD~orr 42 K 1 f 1 Q (btuh) SS8 Wall solar gilln: Q,",U"Il."Cl TO<::orr CL TDcotr,..[(CL iD+LM)"K +(78.T ""!-(T o.85)l"1 K, Trt TQ, f 1Ir91~ ~ilfl'M) iii" ior loct ~o\ar lIain Oil U A N 0.140 0 NE 0.140 0 E 0.140 187 SE 0,)40 /) S 0.140 0 SW 0.140 0 W 0.140 0 NW 0,140 0 ~~letdilhtL..-,'mUlmm'nt btu/'l normal y unocc. 0 IlghtG(1.2 W!6l)+eq\.lip 60,64~ 60, t>4 Ventilation: Q-1.0s-eOfm"dT wnt. elm.. 200 Total COOling load. (btuh) 66.407 elTD LM Cl TOoorr 9 (btu/)) 24 -3 20 0: 27 .3 23 0 30 .1 28 733 32 4 35 0 43 7 49 0 59 4 62 0 !)6 .1 54 0 37 .3 33 0 733 Qoz 4,104 ~. "J. . . o~.... BREMERTON PERMIT CENTER 286 4th Street, Bremer-too, f,JA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT Applicant: C & G ~LECTRONICS PO BOX 1316 TACOMA WA 9B402 800,-St.l2"..B45B Permit No: 99-0363 Steit;uB~ ISSUED Applied: 07/0B/1999 I Elsued: OB/04/1999 Expires: 01/31/2000 :Job Addr ~ 2700 CLAI~E AVE LOCi:it ion:: Parcel No: 3966003-001-1106 Owner: OLYMPIC RADIOLOGY Contractor:: c: & G ELECTfWNICS PO BOX 1316 TACOMA WA 98402 800-562-845l10 #: CGELEC*294QA Exp= 03-31-2000 subcontr: Oesc: F J r~E AlAf~M SYSTEM FOH Ot. YMP I C RAD I Ot.,OGY (99""'OOt:~2) ********************************************************************************************* Valuation * Permit FeBS: 145.15 Total Calculated Fee: 244.00 . Ir~542.,O() * Plan Check Fef~8: 94,,~~5 Add:l.tional Fees: .00 * Other Fees: 4.~50 Total Permit Fee: ~~44"OO ********************************************************************************************* - . . 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 permiti or if this building or work .authorized by such permit is suspended (lr . 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 required inspections are made. The permit holder must notify the Building Official wherl ready for 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 indl?.mnify the City t3gainst any and all responsibility or lJ.abilityconnected with the constructl.on. 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 ordinanc€ls governing this type of work will be complied with whether specified herein , or not'~rT:;.r'~Of a permit doee not presume to give authority to violate or cancel the provisions of :;~::~::_:__~_:~~:=:::::::.::_::_per::::~:::i:~~Z~z~_________ I certify that I am exempt from the requirements of the state contractor's registration law, under : Section 3, Chapter 126, laws of 1967. : Si gnature: -----,------.---~----------'7-,---,-------------,.--,.';'__.. Date: ..,._..__..._.._..__________".______,__,_ ,.......~:..:.....~...:..~.~ t A '\ : .P€lrm1 t: LE,Tll.l:.'r"--"APPfOV/';,d 8y. .."I/U.".",,",",...",,, r)".c"'" ~ -1---0'5 f., (,OJ. .-;;. II l . -" ,,~,. ., ,,, <. 'C'-, ..._........... ,..."..,... ",..., ."". . '~" I , , , .,,'" .', - i ~ ~\r: f ; i Ili'<"'"."" ,"~ , "~. ~,,,' ..'11.' " ;l'~. .,y. \' .... , r __ . ~, . - ~~_ ~~~,~~.:f.~if.:~. ':1:~-::~ , BREMERTON PERMIT CENTER 286 4th Street~ BTemerton~ WA 9833.7 ; Phone: (360) 478-5275 . FAX: (360) 478-5278 .. Job Address: 2700'CLARE AVE !"',ClCi:'1t :l on:: Aser Aoot No: 3966008-001-1106 Building permit: No: 99-0868 St at us:: I SSUE::D Issued= 08/04/1999 Expires: Pl/81/2000 f F~E(;;JU I I:~F:D I N S.P EC T ION S I t em:: 0;?700 r:;' I NAL,.."'.....I:3LDG [)(.;'lpt: BL,DG [) , - , "lV1Slon= J~ . .);(, 'lfi,)f 1(,.~ * ,x- * ,x. .')(, * ~-.)f 1(' * -X' * :x' .)(,.~,~ * 'x' *.)Ii.)f.)(: 'x. ,)(: * -x. * ,)(: * ,X")( -)H~')( ,)( * * ,)(.1(- -;If .)f .x..)(: ,')(. -)(: * .)(: -x.)(: *.)(: .x..)(..)(: * -X. ,)(: *.x * .)(:.)( '* 'X' * .)(- * .x. ,)(: '* * *.)(:.x .)(: ,W.". :. " "I"lil' (;., ..,.. 'I' N (',:' :: M I' ,':> '1" I,,) (::.\ Y' ('~ ('" (") ("1"'11 '" ,;,',\ ("I t..) y ,(.. I'l (,','" W ." pl.} .,' Y') 1"1'[" (") Y'I ~ (:> (:' (") (""1 ','. .1.. ~ (") r'} (") 'f: I::> 11 J 'j c'j 'I Y'j r~ C'} 'f:: 'f:: 'I' ("..1 ','. 'I' (:' . ~rf'''''') ., ,;if .,0\\,,1 -I /..,..~ ... ,"" .;: I ., .("~..,,.... .' I..~ C,;l',':)I ., .::.'.. I 1"'I....)~..)....f" t.A \, ,I, " '. ,,)...1..,... :::',' .. ..~ 'I e.l. ,. ....~ SPECINSP: Must be registered with the State of WA: Sf OF WA= State of WA Dept. of Labor and IndUltrie~ I-II~A'I "!"Ll= ~~.ml.~-t-(.)Pl/l~'I'("~~J' l-ll..]'l"~\ 1")'I'~'I"~'I(~'I' ' ,..:~" ".. r t:,) I ~".. ,,~I f" I '\ . j ,\,,:> c.", " "I t." , ~ I .." ...... f I ,. "" , l" w 47H''''49~;:~ 1- 4. "7 f.:~ .".. 5 ~~;~ ::3 ~:i ' , ,<,'~:' ~ t. . ~A~~ INSPECTIONS PERFORMED BY THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE -~~BMIT CENTERp (860) 4"78-5275. .x' * * ''1': .)(: 'x' * ,)(: 1(' ,x .x. ,;W; ,x' ')(00)(:* ')(ooX' .)(...,... *~..)(.x.)(:..,... ,X'K ,x, ,x 'X")(:'K 'X' ,)(: -)~ .x. :]0(..)1) 'K 'X' -)(. ,x 'K * .)(, .)(. ,x .x, .)i: *.x 'K')('')(' ,)(. .'J.<: :X 'K'X ,~ ,)(..)(, *..,... .)(, *.)(0 ,)(: ''1': ,x:* * *.)i: * ,x' .x,..,... *.X . . 1:~)~""".:iY' m :i. t j",lo ]~<::h:) , f:~ /7. tJ" ---.d.;.., <? -'-( _ qa. (;' 'l"qn'i~'l" llj""f" ,,' K ~ ~ 'Dat f.l:: ...........~"..,...,......",..~".."...,I,,,.,,,.,,.,,..,",,.,,,,.,'."" ""I: ',':: I. " "'." ': '." it":'::;::""'.. .". ..., ."."", "0"" ..., ,,,.. ... ,." ..."."...." "". ......." .". .... "... ..,. ...., ..... ,,'" .....",,, .,.... .... ."", . ..", ,,,,,..,,. .,., ~ . lfO, \ '\ . ..\ \ .~,/\"";, ".... . } __:i \ . '''~ '" '\..1 " \ Ii ' ' ... ,..,/ "!l '1:t<\I '}" -. "~...,,~--,~..- .\ ,,:- .r~ :;.....~ " t~ .' .". ,- ',I~ "....\".,j ~::'.~,",li~~'-.,~~;:,. .~.,. -.- ~;:: :::~: ::t: ::::: ::::~ :;~~ ;'.::; ::::: ::;:i ~:.:t: :-:~:: ::.:: ;~:: ::::: ::::: ::::: ::::~ :;::: ::;:: ::::: ::::: :~:: ::::: :~:: :::1: :~:: ::::: ::~:: ::~: ;:::: ::::: ::;;; ::::: h:~ i:~~t ::::: ::~~.::::: ::::: ::::: ::;:: ~:::: ::::: ::::: ~:l:: ~~:: ::;:: -:.:::: ::!:: ;:;.:! rot:: ::::; ::::: ::::: ::.::; ::::: ::::: ::::: ~~;:; ::::: ::::: ::::: I:::: ::::: ::1:: ;:::: ;;::: ::i:: ::::: ::;:; :::;: :::~ ::::: ::::: ::~:: ::::: ::::: j".... Permit No: 99-0363 1~1~I=MI=I~.I.(.)N' 1~1=I~M'.I. (~I=N.I.I=I~ ~"... ".., ~ 'M" ~ .J.... .,~" PERMIT CONDITIONS Pi:'f!9(~~ = 1 =::.::::::::::::~:=::~:=~:~%~::=~:==!::~:~==:~=:~==~~:::=:====::=:::::=:~::==~lt:~::~=:==~:~:=~::=:::::::~::::=:=~:~:~=~::::=~:=::~~===~:~~=:~c:~:::~:::==u::~:=::~:::: Job Address: 2700 CLARE AVE ASBr Acc~ No: 3966003-001-1106 I....Clced; :1. em :: Applied: 07/08/1999 Approved: OS/04/l999 Issued: 68/04/1999 Applicant: C & G ELECTRONICS Owner: OLYMPIC RADIOLrn~Y Contractor: C & G ELECTRONICS J::)E:H:lCY' :I. pt :1. on: FIRE ALARM SYSTEM FOR OLYMPIC RADIOLOGY (99-0022) " .1,,:-. /eond:1. t: :i, ems: 1.. F' I f~ E::' "> ) ''') f,wl" tr." "" .t. '1 (") T" :'1, ~,'.:.~ v' .:. ("Ill 'I' 'Y' t,;. (..'J 'I T" .:" V <:,\ T' Y v' ("' (")'rn t:',\ v.:, T') ~~., .t.: (")"" ". ("I.'" (.... If .. ," \..~ , ".... ~"... ~ .' ., .,~, ~"~"1 " \......A , , \.... ".... 1.~ .. , \.._ 'I". ,..' , ,. I (,~ .:~ ":,,1 rooms, olosets etc..unleas covered by sprinkler. b..) Provide anunciator inside front door c::..) Pn:)v:l.ch:~ a horn strobf!.~ ou'b\:d.de 'Fn::mt dooY' ;:lboVi~;) the Knox Box Kf!.~Y Sa ff.7l .. d~~ Installation shall meet NFPA 72 Standards. e. ~,Test of system will be required at completi6n. , f~~ If you have questions please call 360~478-5384 J; j) . ~?~~i;; u;l~l~__..-:K7J...........~..__........... ......._....... ......... -:[ Dat (::).......E=~,=,~?:,.". "r;" ~,,"" ./ \. -\ ) f( ~ . CITY OF BREMERTON · 239 4th Street · Bremerton, WA 98337 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT Aug 02, 1999 C & G ELECTRONICS POBOX 1316 TACOMA WA 98402 SUBJECT: Application No: 99-0363 Site Address: 2700 CLARE ,AVEy II'. /J _ c-' CZ-I ~ O/~~/14c;I:J ~ () ~ r-{/U Your building permit for the above site address is re~dY;to issue. The balance due is $ 149.65. Permit Center office hours are from 8:00 a.m. to 5:00 p.m., Monday through Friday. Please contact me at (360) 478-5275 if you have any questions. Sincerely, \ ()JaJU-e Building and Development Specialist * Equal Opportunity Employer * ~ *****~********~********~***********~********~*~****~**~******x** Hr::CE.! PT *****M********"*"MM******MM************************M*****M****** r:<F::CEJPT Nurnbe'(: 9'1'000104 Artl()l,mt: 149"65 00/04/99 lS::;'>~) Payment I'IE!th()d~ C1\ Notal: ion: P:iCIFIC E::!,.CC '(nit: V\.<i PI:.;1rm 1. t No: '19"0::16;3 lYI){:P F mta~LM!:; F mr: ALAtm PEHt'1l l' Par ce 1 No: ;:;;$\f,6()O~I"()() 1 ,,,1106 S t t e f~ddY' f.%;ti ~ ;::~700 C:t.Af~F Al)[ lota] Feftal 744.00 rhl$ PaYllHmt 149.,65 rCjt;~~l ALL f:>mt(;J: ;:::44,tJO BalHrlce: ,00 ******~*~*************~************~*********~***~x**~********** r')CGOlmt Cod(.: n~1~wr 'jpt; 1.clfj Amt)t.mt 1 (;, ".;::;;~:!) " 1 00 i (~~;~ 1 1. ) F~lJ 'OJ; I NU F)ERM:r T FEES t 1S > 15 64~J.::.'~r?" j::3 (, O?36 ) STinE OF WA SUHCHAI~GE 4,,50 BREMERTDN PERMIT CENTER~ 286 4th'Street~ Bremerton. ~A 98337 Phone: (360) 478-5275 FAX:: . (360) 478-5278 BUILDING PERMIT Job Addr: 2700 CLARE AVE I....ocat :i. em:: . Parcel No: 8966003-001-1106 A-t,JiJ',I,',I',r,',:,',-T')'.'\-,: \~ g (~ 1=1 ~r-I-Or)N'I:(~C \, /. :'~ (X ,JI ." ,"" J.." ',,~ 1'\ ." ,. "I.,,) PO BOX 1316 TACOMA WA 98402 BOO--'56~;:~-"'f:l45B Permit No: 99~0363 ~::;t a t us:: PE:ND I NF:i Applied: 07/08/1999 I BBU(~:.~d:: . E:xpI ren:: U,^mer: OL,YMP I C F~ADJ: ClI._,OGY Cont r act or:: C & (:~ E:L,I:~~C'rr<DN I CS PO BOX 1. :31. c) -rACOMA WA 98402 . , f~ 0 0 "", ~::) 6 ~~':~ ",-, B.4 !;:) L, :I. c :U::~ C (;i I:::: I '" I:::: C ,x' ~'::~ 9 4 (;a A . [;:: x p;; 0 :::5 "m ~J 1. ,,,,, ~':':~ 0 0 0 Subcont r :: Desc: FIRE ALARM SYSTEM FOR OLYMPIC RADIOLOGY (99-0022) *********************************************************~***********xxx*x**x****x*****x***** Vall,lat:lon * Permit F'(:':es:: 145" 15 'I'ota:!. CalcuJate:ld 'F'f!:le::. ~::~44 ,,00 9 ,~::;4~::~ ,,()O x' Plan Ch(':'lC k F-'(::')(;:,)~~:: 94" :35 '. Add'i. t :I. l;lna:l. i::'ee'lB: ,00 * Other Fees: 4,,50 Total Permit Fee: 244,,00 **********************************************x********************************************** This permit shall become null and void if the building or work authorized by this ~!rmit is not commenced ~ithin . l(lC) l'I';IY'" j:';'c1m ,j.t'lf" C'I';lt'" I')j: "'lCd.\ ")C'y'ml"t', IJ~ ij: t"ll"" t"l'I'lc,l~r\CI ('l~ w("~k ';I'lt,L'\(']Y"l"'.'I:!I,,)y ""1""\ ql>Y'ml'4. l'P "\'<;I')'~I')CI;~c.1 ()/ ,,(. ~l. "~ I ", I,.. "I t. \"',, (,~I ,Ill ~,,,,,.t , I "" I \-', "I\'\'" ,1,\',."..1 ..II t.\ I I., f".\,." \. (.)\,1,,1'. f"I,,>r ,\, ,..} \,;;}.A~.:l'r-r", ,,1\.,0,1 .. abandoned at any time after the work is commenced for a period of 180 days: NcrrICE "" It i8 thE~ responsibility of thr:; permit holdE~r, not the City of r:lremerton or BuUdi,nq Official to Bee to it that required inspeciions are made. The p~rmit holder must notify the Building Official when ready for inspections. Failure of the permit holder to notify the Building Offi6ial of required inspections may result in the stoppaqe of the work unti.l such time fhat the permit holder can Bub~ltaTltiate tel the bu:lld:i,Tlo.official that the concealed work meets or exceeds cc~e requIrements. Any demolitic~}, testing, or financial burden sh~ll he borne dirpetly "ly.j'h€".pE'rmlt hnld"r F'l'i1t'Y'c.> to qll")<;t'ant]':lt't" ('ry!'" rpc'ujrt'mE,'nt':' w'i"I 'ir'l"If.-'mni'C:y the ("'ity ." " ", ,,' "I " ~ I" ,I' . .' I . '.' " ~,." 1;,;.. ,~. [.1 .. ':' ,,t " I, I"., l,.... " ; "t f ,,' .,l" 1- I". "t "I ' I' ft' \,,'/. no J, "" \" .' I I' "I, . agaHlst any ann all Y'€18pml81brl1ty or lH1bJ.llty (,;~mnl?Gted Wlth th(:J com~tructlt)n" J' heY'f~~by C(~~Y't i fy that I hav(,'~ Y'r.:iad ane! exarrdnf.~d thj,~~ p0~rmit an'd know thc~ <sam,~ .tD tH~~ true ancl COfy'(~~r.;t; 'I All provisions of laws and crrdinance*3 governin9 this type of work will be c::ompl'.i.ed with whether spf~cif:i.ed herein or riot. The granting of a permit dOBs rKrt presume to give a~thority to violate or cancel the provisions of 'lflY cl'I""la~ ~'I"'lt'a c")r 1()('~1 l'IW .aCI\lla'I"l'r'lrl ('(')rICl.~\l('.]'C'r'l -r 1:")a ~~.~()y'm'lr')('p ('1~ C'('rl~'{'rlll..ll'rl . t }I{~.l 1,')1(;. I~. ,,~1l.A, (. I'.",.,: "I", ,~ ,,I. \,,1.1 "f\'"u~ i.I ,ir". r"".I!., 1.1. .L"f.l ,~"..,), .,II!'\'",~ S i Cll'lirt ure: .' Da.t e: ,~,.,..",..,.,.."..,..._'",.,..."..._...~...".._.,~""""'''''~'''''' ..,."'.,.,_,,.....',.. ...,.,.,,', 'n "..' .,,~''''. d" 'HM ..n OM" ,n. "",,,,,, """'" """','" .,'" """,... '''''''''' ...".,,, '""".' ,,,"~"'" ~""'''" "'""'.,_,,,,,,,'.., I." 'IM' ~M' ~,.,,,.,,,~..1I'" I'"~ "." "'''''>''~~''Lft'''''L''."" "'", ", _ _ _ _ . . . . I cBrtifythat I am exempt from the requirementH of the state c(,mtractor'":;1 r:er,lll3tration law, undi~r Section 3, Chapter 126, laws of 1967~ S i [~na 't: II r 8 : ,.:"..........m'........., ,~,.." = "," ..".....~"..m 'z"....,...,...... "" ",..'....""'. i)[1t~~;~ FlU '7 9~q1 ~,.~w; oY} W/~J, . ~ I 10.. ') ~ c;Cj f. 6 V" {ZI-u *************************** Perm :1, t Cent ('::lY' ,.....Approved By:: .."................................".."......",..,;. Oat f;:: :: ~ I~ ",---'!..... /fi'~ . J~~L4i/, I~I~I fJAl: ' V(; IT), I O~ ' ;'~/I 8t11{!IT&6 . '~Cg .Il). ~G' '",~~); '. .~ ~,4~9t ~~4'", . "',." 'l,.. t. , BREMERTON PERMIT CENTER 286 4th street? Bremerton~ MA 98337 Phone:: (a60) 478-5275 FAX:: (360) 478-,':,:278 BUILDING PERr1J:T Job Adelr:: ?lOO CLAf~F AVE . I.,Cleat 1. on: Parcal No' 3966008-00j-']]06 App 11 Cl.i nt ~ C lit (] EI"EC"l"HUN [CS PO BOX 1316 lACOMA WA 98407 BO()"-'56;::~""n45B Per m j t No: 99-,,0:::16:::1 St l:l. t us:: PE;:ND:r NCi Applied: 07/08/1999 I Hly.lued ~ r:, x p t Y' (*)f.l :: -,' ,.;~ . ., ,1' (]vJrH~r ~ OLYMPIC HADIOI.OfiY ",+ (.:nrltfr.tt:.:t,:.t:,n.,',= C & C, FI.ECTfWNJCS BOO,.,~j(,?"84~'11 jt:RC'E" :'V~')r. (,I~ S' ~ 1~IO""" ~)('NO PO !30X 1.::31 6 TACOMA ~JA 9B40:,'~ Sl.lbcont r : I,~ flf:lBC: l"'lRF Al.Arm ~;Y~:;-rEM FOR 01 YMPIC r~ADIClI OGY (99"0 ;>7) 7 .--CJ-.d ~'i '1 , ~H('i;****~HHHHB~~"lHHHH~*~OOHH~* )('~'1BH(:*~")HH~~")(:'X.* **** ){'~~)('**~")(:1\ **'*+HE*,l}.. ., ^ ..J:. L.. ............... '. Va] uat Jt'H't. .)(, perm:l t: Fees: 14S, 1~' 'ft" n;~r':C1:: . "'44,,00 () I.;: A ') ()(); >t, P 'I ~ ("~ '" ,l 1;:';:\ :',,',' , n(< ',~f, ! ,...I't' .", < " "dn "lll.,C ,( \..I.,,,~, T "I' ".:),,1 " 1\, , " N Other Fees: 4.50 lotftl Permit FBe~ 244.00 *~.~*.**********N*****M*********M*M*****.*********M*********Mk**********MM******"*****MHH**** Thi€l permit shall become null and void if the building or work authorized by thi,s permit i'f.l not commenced withl,n 180 dnyS from the date of such permit, or if' this building or work authorized by such permit is suspended Qr abandoned at any time after the work is ~~fi1menced for a period of 180 days. . ,~;'~=:'I..\~~~'~~:':-~~:' ~.~":'.'.'-,~~', ,..... .' ',"" NOI'ICI~>.:rCi~thA"fes.86neibl1.ity of the permit holder ~ not the City of Bremerton or Building Official to see to it 'that' n,equin?d inspections are ffii.1de, The permit holder must notify the! Building Official when ready for"v: inspect,ions. Failure of the permit holder to notify the Building Official of required inspections may result in the st.oppage of the work until such time that the permit holder can substantiate to the building official that thtl concealed work meets or .exceeds code requirements. Any demolition, tf.lstin\l, IJr financial burden shall b(:~ borne directly by the permit holder. 'Failure to aubc4antiate ctlde requirernent€l will indemnify the City ayt'limrc any and all responsibility or liability connelcted with the const-ructiol1. I tu:.reby certify that I hi'lvtu""ad and examine:d this permit and know the same to be true arid c:orrecL All proviaionE, of laws and ordinances govErming this type of work will be complied with whether speci fied herein or riOt. The ~1rant i ng of a permit dCles not presume to gi Vel author! ty to violate or cancel the provisiol'ltl of finy other state or lor:al law regulating r.onstrllction or the performance of conntructl.on. S i r}nCl t ur e: __....~._,__.._..,_...'_.M__'.'_,__.,..._~. Oat e: u'_"".._.___..._______..,____'__.._._____" I certify that r am exempt from the requirements of the stat.e contractor's re91t~tnation law, under Section a) Chi'ipt:er 126v lr:.ws of 1967, K . Slonot'''.'_______.__________.__.______._._........._....----- ~(Dt:;~. -. .. ... ...- . . :;y :;;:: ~OHHHHHBH~,H:*'K,+HH(,*,*,*,)H~~,~,~,,)fi'l(,~,~, " -3 :5 j-q.1. :2--P d i- rje;rmlt Centcr''''''Approved ~ "'/,,",/' ~:::r~. ~~ ~ /~LJ.~~ fr\. . /LIU. cr. 7C~"~ctlIio/91 (01f~) , I ~ o. ". __.__.__~___ r.) . r, / . .. ~ ACIFIC ELECTRIC COMPANY ...in IIm~ P.O. Box 850 BREMERTON, WA 98337-0177 [1@:W@:w @[ji' 1IW&[;:!]@[i1JJ 01111&[1 ~ DATE I JOB NO. ~ 7-22-99 ATTENTION FIRE MARSHALL'S OFFICE .J RE: 1 OLYMPIC RADIOLOGY I (360) 377-3947 FAX (360) 377-3940 1-800-545-0206 TO OFFICE OF COMMUNITY DEVELOPMENT BREMER TON CITY HALL WE ARE SENDING YOU [X Attached o Under separate cover via o Shop drawings o Copy of letter o Prints o Change order ex Plans o Samples the following items: o Specifications > o COPIES DATE NO. DESCRIPTION 4 FIRE ALARM DRAWINGS (1 p;:!C"'h) FROM ('J1.f: 1<'T -- THESE ARE TRANSMITTED as checked below: ex For approval o Approved as submitted o Approved as noted o Resubmit copies for approval o For your use o Submit copies for distribution o As requested o Returned for corrections o Return __ corrected prints > o For review and comment 0 o FOR BIDS DUE 19 o PRINTS RETURNED AFTER LOAN TO US REMARKS ~ JUl 22 1999 BREMERTON BUILDING DEPARTMENT COPY TO SIGNED: \~~ If enclosures are not as noted, kindly notify us at once. P ACmC ELECfRIC COMPANY Lill flWlfl.___ P.O. Box 850 BREMERTON, WA 98337-0177 [1~uu~~ @[? U~&~@~OUU&[1 TO (360) 377.3947 FAX (360) 377.3940 1.800.545.0206 OFFICE OF COMMUNITY DEVELOPMENT BREMER TON CITY HALL DATE I JOB NO 7-22-99 ATTENTION FIRE MARSHALL'S OFFICE -; RE: OLYMPIC RADIOLOGY i I \ I l I I ! i -, I WE ARE SENDING YOU IX Attached o Under separate cover via the following Items: > o Shop drawings o Copy of letter o Prints ex Plans o o Samples o Specifications o Change order COPIES DATE NO. DESCRIPTION I I 4 FIRE ALARM DRAWTNc;S (3 ni'lap~ Prll'nl "'ROM ('R,r: "'T i I I i I I i I i i I i 1 THESE ARE TRANSMITTED as checked below: ~ For approval o Approved as submitted o Resubmit copies for approval o For your use o Approved as noted o Submit copies for distribution > o As requested o Returned for corrections o Return corrected prints D For review and comment 0 o FOR BIDS DUE 19 o PRINTS RETURNED AFTER LOAN TO US REMARKS ~ JUL 22 1999 BREMERTON BUILDING DEPARTMENT COpy TO SIGNED: \ ~ '~/YVYu~ If enclosures are not as noted, kindly notify us at once. ~j t "rn . W,",,, . ,~~ . ,-~"' . ""''' . ,~" III ~ ~ IE # r llfj) . 06 1989 lfj C & G ELECTRONICS ~Zg~fR"'O'" .. WHOLESALE DISTRIBUTORS CPA!?.,. P.O. BOX 1316 · 2502 JEFFERSON AVE. "'MCN, TACOMA, WASHINGTON 98401 . (206) 272-3181 x TRANSMITTAL RECORD TO: .aILb,Itl~..)je1.2'r.. ..~.$'.. .~t:J.......$-c....... fub-/Y{&-&~.....~~.98~'Z ATTN: DATE :7)/'29. ... PROJECT #: PROJECT: Gentlemen: I We are transmitting i Description :.fi:i-J/?l? LL...n=-n,,8-:&g.~........ . ...... ....1 i: copies of information as noted below. ... .Da../b .lA-?.I~(;S: ..4~.b. .....j?(2QlJ~~c.... Transmitted as indicated: ~r approval 0 Not approved 0 For correction 0 Approved 0 Resubmit 0 Distribution 0 Approved as noted 0 As requested 0 Release 0 For review/commen~ For your use 0 Delivery req. 0 Resubmittal 0 As not.ed 0 Please return I ~ copies to us for our files. Remarks ...C1f~s.~ .............. f9.--t~f)LJ:1"j..CI.L~... ..~I.=:~ ........jJ1)Cll>).(:;;(D. .:~.~~[.CI.hrlO~""""",..,,'"'''' ,Lttt/vr:-- Copy to:~ ~ '0DfJ /-t u::- .~. ~S.eroing the Pacific Nortluvest and Alaska APR 28 '83 08:08 AM Page ~.'[;~IMa~llfnilll.IIII\,!~~'~~i~!f CONTRACTOR LICENSE # r08 t?C ~~A OWNER PHONE # D OTHER: ~ ..JUt. 0 6JC9 " C\C( _0303 ~::J cD::#=: C!i'f-Oo~a-fnr~EME~'O /5 TAX ACCOUNT NOBy ~ ., ~Ul1..nIlJ~- Di~R[Jvr~ ~- NI11b't:1 ADDRESS: __. ADDRE)S:H{)~ &>(131 I- '/~ 11I#-~ 1- EXPIRATION DATE: 3 -- 32- 2000 CONTRACTOR PHONE # ;....8t:XJ -~ - e~ APPLI<1'NT: 0 OWNER '5:a CONTRACfOR ~1 D 9-, , A ' <-.e"A .- utE" SITE ADDRESS: ~_"". ?. jZ.e' ,_,_,~ OWNER:fl~p,<- R~l;)jOL06Y --~ tONTRAcrOR:~_.i..~ E'LGCl7ZCWiCS ~."_ Jl1~ ~..: ...Ll.Lln l' .M1lt~ -~ T .&~ D SFR 0 DUPLEX. 0 MULTI.FAMILY ~ BUSINESS 0 OTHER:~~__ o SIGN 0 DEMO 0 MOVE BLDG. 0 MOBILE 0 GRADING(yds): Ell NEW D REPAIR 0 REMODEL D ADDITION 0 OTHER: NATURE OF WORK PROPOSED:__l-;~G""' ~ Sj/~~ - GetJ':j .Jfrr 1... lIP .Lf r'T 1 ..dBt w- u ...- ....wI,;:'... vr V~ 17"'17 "'lI-.r .151fT I "'R' l.LllJn fI'lii' TI J..tIII 1 1 ":':::'iVALtJJ\T10N $ 9~;2~ Applications fot which no permit is issued wiUlin 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 da}'$ on request by the applicant showing that circumstances beyond the control of dle applicant have prevented action from being taken. No application shall be extended more than once. In order to renew at.-cion on an application after expirat' nl the applicant shall tesubm' t 11$ and pay a new plan review fee. DATE, f!12J APPLICANT'S SIGNATURE: .. Post.U'" brand fax transmittal memo 7671 "'1 ~-~ ****M***~**M********M***.*M********.*****MM******N********.X**.~ RFCE1PT *******~*******************X~****************M~*****~*~********* f<FCFlP'r Numb~H': 99000618 AmDunt:: t~4..~3S (J'I/OH/(,~j9 l.~;::.?~l Pi!lYfl'lent Met hod:: Cf< Not at 1. on: C & G E1J::C mON I C In 'l t ~ ~)41 Perm tt; No:: '1\:i'{U6~)rYPf;:: 1'1: Hr::AI..J1SF 'f NF AL{.if~r1 1,)EHM n Pi:n ce 1. No ~ ::j966()O::3~'OO 1.'llO6 ~.H t e Addn%ls: 2/00 CLAHE 1!t\Jf\:, Total FtHfl~H ::?44 ,,00 rh'lH !'ayml:mt 1:r4 ..~3~:) Total {~L,L PmtB: 94 ,,3~j Balance: 149.65 ******~%***~**~**************************~****~*#*********~***** I~CGOupt Code Descr i pt; j on Amount 16..<H5,B:::lOO (4~)BO) 13UTU)'[NG PLAN CHECI<., 1.::l:F:S 94 ":J~) . EQUIPMENT LIST Job Name: Olympic Radiology . Dat.e: 06/30/99 Specificat.ion See.: 16721 Job No; 2094 System: Fire Alarm I~ - CONTRACTOR: VENDOR: Pacif'ic Elect.r'ic 646 5th Bremerton, WA 98310 C & G Electronics Co. 2502 Jefferson Avenue Tacolna. W^ 9B402 .,,,...,,..........,............. ,......,...."".",,,...,,........,,........,,,,,,,,....,,..,,..............,,'.............,............,"'.............,.....".....""."".......""........,........""'.............,..............""",.,........,.,,.................",."...............".."...."",,,,,,,..............,,,,.,. " Conf:r-o 1 P,"1ne'l 5820 Si 1 en 1: Knight 2 Standby Bat t e,' y PS1270 Power~son i c 3 r1anua'1 S-I:a l:i 011 PS" SA TI< ~~il €' n t. Kn'ight 4 Heat. Detector-' SD505AHS s1'1 ent. Knight. 5 Srooke Detec tor' SD505AIS 31'1 ent Knight 6 Detec tor" Base SD5056At3 3 i1 ent Knight. 7 Monitor I'lodu1p SD500MIM S 'i1 ent Kn'ight 8 Relay ModL! '1 e SD500ARM S'ilent Kn'ight 9 Hor'n 3t::r-obe 2824B-M Fari"lday 1 0 3b'obe Only 2700B,-M l{OV IcJ.iC 'J Yl 01..Yt/ {UY"€9-'v} .e .. &~~~@~~@ BREMERTON BUILDING DEPARTMENT · Scott 7?~ 1t1fl.- FIRE MARSHAL . IntelliKnight@ Model 582011 AnalogI Addressable Fire Alarm Control System The IntelliKnight System is the smart way to make the most of fire alarm technology_ IntelliKnight is the first fire alarm system to provide you with the revolutionary value and performance of analog, addressable sensing technology combined with exclusive, built-in digital communication, distributed intelligent power, a modular design and an expanded, easy to use interface. Powerful features such as detector sensitivity, day/night thresholds, drift compensation and maintenance alert are delivered in this powerful FACP from Silent Knight. For more information about the IntelliKnight system, or to locate your nearest source, please call 1- 800-446-6444, or in Minnesota, call 612-493-6435. . Description The IntelliKnight system uses analog data from the sensors installed on the signalling line circuits (SLC) to set sensitivity levels for each of the zones in the system. In addition, the Model 5820XL uses the analog data to perform drift compen- sation and sensitivity checks on each of the sensors in the system. The basic IntelliKnight 5820XL system can be expanded by adding modules such as the Model 5860 Remote Annunciator, Model 5815XL Signalling Line Circuit Expander, the Model 5824 Serial/Parallel Interface (for printing system reports), and the 5895XL Intelligent Power Module. The Model 5820XL also features a powerful built-in dual line fire communicator that allows for reporting of all system activity to a remote monitoring location. . Features · Up to 381 analog addressable points. · Supports Class A configuration for SLC (Style 6), SBUS, and Flexput circuits. · Distributed, intelligent power. · Sensor sensitivity settings. · Day/Night sensitivity setting. · Drift compensation. · Flexput™ I/O circuits. · ANSI cadence pattern. · Built-in annunciator with 80- character LCD display. · RS-485 bus provides communi- cation to system accessories. · Built-in RS-232 interface for programming via PC. · Built-in digital communicator. · Built-in Form C trouble relay rated at 2.5 amps at 24 VDC. · Two built-in Form C programmable relays rated at 2.5 amps at 24 VDC. · Uses standard wire-no shielded or twisted pair required. ~ SILENT KNIGHT @ IntellilClllight Model 5820n AnalogI Addressable Fire Alarm Control Panel . System Application The IntelliKnight Model 5820XL control panel has one built-in Signalling Line Circuit (SLC) which supports 127 devices. Two additional loops can be added using the 5815XL SLC expanders to increase overall capacity to 381 devices. The Model 5820XL's SLC loops support multiple device types: · Analog addressable photoelectric smoke detector · Analog addressable ionization smoke detector · Analog addressable heat sensor · Analog addressable duct smoke detector · Contact module · Relay output module · Addressable Notification module The following advanced analog sensor capabilities are available using the IntelliKnight Model 5820XL: · Sensitivity adjustment · Automatic drift compensation · Maintenance alert · Built-in sensor test to comply with NFPA 72 calibration testing requirements · Day/night sensitivity adjustment The IntelliKnight 5820XL features a 5 amp power supply and maximum battery charging capacity of 33 amp hours. An additional cabinet enclosure is required for batteries in excess of 17 amp hours. Flexput™ circuits on the Model 5820XL control can be individually programmed to function as notifi- cation circuits, auxiliary power outputs, or initiation circuits that support both 2- and 4-wire smoke detectors. The IntelliKnight system operates on non-twisted, unshielded cable when wired in compliance with standard wiring practices as called out in the National Electric Code 760 specifications for power-limited fire protective signalling cables. No special wiring is required. The Model 5820XL provides seven preset notification cadence patterns including ANSI 3.41 and four user programmable selections for fire alarm notification. Two programmable general purpose Form C relay outputs are provided on the Model 5820XL FACP. Additionally, the IntelliKnight system features a built-in walk test and auto-programming. Its innovative, dead-front cabinet design allows for flush or surface mounting. System maintenance is easy to perform. Built-In Digital Communicator The IntelliKnight Model 5820XL features a built-in UL listed digital communicator for remote reporting of system activity and system programming. The communicator has the ability to seize two telephone lines to report alarms and troubles to a monitoring facility. The communicator supervises two phone lines and will activate a trouble signal if a line failure is sustained for more than 45 seconds. Other communication features include: retry if communi- cation fails, two phone number capability, download phone number capability and touchtone or rotary dialing. The communicator is compatible with SIA and Ademco Contact 10. The format is selectable by account number. User Interface The IntelliKnight's built-in annunciator with 80 character LCD display and large easy-to-use tactile touch pad can be used for system operation, programming and maintenance. It has five LEOs for alarm, supervisory, system trouble, system silenced and system power. System operations include silencing alarms and troubles, resetting alarms and the display of alarm troubles and memory. The system's non-volatile event history buffer stores 1000 events for viewing from the built-in or remote annunciator. System operation can be initiated with a mechanical firefighter's key or a valid 4- to 7-digit operator's code. '. Programming The IntelliKnight system offers several options to simplify and speed up programming. The JumpStart™ feature minimizes programming required to start a new system. The built-in keypad and the 5860 Remote Annunciator give on-site access to all programming. You can also program remotely using the 5590 Download Software, a user-friendly Windows™ application. . IntelliKnight Model 5820n AnalogI . Addressable Fire Alarm Control Panel . . IntelliKnight 5820XL FACP Model 5860 RS-485 System Bus Each module can be up to . 6000 feet from panel SLC Loop (2 wires) Max. distance 10,000 feet. Max. 127 devices per SLC loop; 5820XL supports up to 3 SLC loops. SD505-APS SD505-AIS SD505-AHS SPECIFICATIONS Electrical Specifications Primary AC: 240* / 120 VRMS at 50 / 60 hz, 2.5A Total Accessory Load: 4A at 24 VDC 5 amps at 24 VDC of power-limited notification power Standby Current: 140 mA Alarm Current: 260 mA *Requires optional transformer Flexput T" Circuits Six programmable circuits which can be programmed individually as: Notification circuits: 3 amps of power-limited power per circuit at 24 VDC. Auxiliary power circuits: 3 amps of power-limited power per circuit at 24 VDC. Initiation Circuits: 100 mA of power limited power per circuits at 24 VDC. Model 5824 Model 5815XL Model 5895XL 24 VDC In I I SD500-MIM or SD500-AIM INDICATOR LIGHTS: GENERAL ALARM (Red) - On for alarm SUPERVISORY (Yellow) - On when a supervisory condition exists. SYSTEM TROUBLE (Yellow) - On when a trouble condition exists. SYSTEM SILENCED (Yellow) - On when an alarm, trouble or supervisory condition has been silenced but not yet cleared. SYSTEM POWER (Green) - On when power systems are normal; flashes for AC or DC failure. MECHANICAL SPECIFICATIONS: Dimensions: 16"W x 26.4"H x 4.65"D (40.6 x 67 x 11.8 cm) Weight: 28 Ibs. (12.8 kg) Color: Red Telephone Requirements: FCC Part 15 and Part 68 approved Type of Jack: RJ31 X (two required) APPROVALS: UL Listing NFPA 72 CFSM: -Central Station -Remote Signalling -Local Protective Signalling Systems -Auxiliary Protected Premises Unit 7165-0559: 130 InlelliKnighl System Accessories Analog Devices IntelliKnight's analog devices feature a low profile design and EEprom addressing. EEprom addressing prevents water intrusion problems via the back of the sensor and eliminates mechanical failures related to decade switches. Model SD505-APS Analog addressable photoelectric smoke detector. Model SD505-AIS Analog addressable ionization smoke detector. Model SD505-AHS Analog addressable heat sensor. Model SD505-6AB Six inch base designed for use with detector head models SD505-APS, SD505-AISand SD505-AHS. Model SD505-4AB Four inch base designed for use with detector head models SD505-APS, SD505-AIS and SD505-AHS. Model SD500-AIM Dry Contact Input Module. Designed to used with normally open dry contacts. Mounts in a 4 inch square electrical box. It features an indicator LED to show alarm status and a coverplate. Model SDSOO-MIM Mini Dry Contact Input Module. A miniature version of the addressable input module which is designed to be used with pull stations and other normally open dry contact inputs where a smaller size is desired. Model SD500-ARM Addressable Relay Module. Features 2 Form C output relays, designed to mount on a 4 inch square electrical box. Provides indicator LED to show output status and comes with a coverplate. Model SD500-ANM Addressable Notification Module that provides a single Class A or Class B notification circuit that is controlled by the IntelliKnight's Signaling Line circuit. Model SD505-ADH Analog Duct Housing. Detects smoke in HVAC ducts. Used with either the SD505-APS photoelectric smoke detector or the SD505-AIS ionization smoke detector. Unit ships with an attached detector base. (Detector head and sampling tubes ordered separately.) S-BUS Accessories The following items listed are devices that connected to the IntelliKnight's RS- 485 Bus 5860 Remote Fire Annunciator The 5860 features the same 80 character backlit LCD display keypad and firefighter's keyswitch as the 5820. The system can be fully programmed and operated from any remote annunciator. 5815XL Signal Line Circuit Expander The SLC expander is used to add more analog addressable devices to the IntelliKnight system. The 5820XL can support two 5815XLs. Each 5815XL can support 127 devices. . 5895XL Intelligent Power Module Adds 5 amps of power, 6 FlexpuFM 1/0 circuits and 2 Form C relay circuits to an IntelliKnight system. 5880 LED/IO Module Features 40 LED outputs, 8 normally open dry contact inputs and one piezo output. 5865.3 and 5865.4 Remote LED Annunciator Features 30 Programmable LEOs (15 red and 15 yellow) outputs and piezo sounder. The 5865-4 adds a silence and reset switch to the package. 5824 Serial/Parallel Module Has one parallel and one RS-232 serial port for connecting any standard IBM- compatible printer to the IntelliKnight system. With the 5824, you can print on-site reports of event history and detector status and log real-time events. . 5590 Download Software User-friendly, Windows ™ software for remote programming of the IntelliKnight panel using a PC. 5595 Facility Management Software Powerful end-user software allows viewing of detector status and event history via modem or direct connection. m! SILENT KNIGHT @ 7550 Meridian Circle, Maple Grove, MN 55369-4927 800-446-6444 or in Minnesota 612-493-6435 FAX: 612-493-6475 . World Wide Web: http://www.silentknight.com MADE IN AMERICA FORM# 350094, Rev. 11/98 . Copyright @ 1998 Silent Knight IntelliKnight is a Registered Trademark of Silent Knight Flexput is a Trademark of Silent Knight ~. PDIVE"J$~~//IIIIII///////////////II//// ///////////I///////U////////////////HI/fuHH/~ S D Nle' Rechargeable Sealed Lead-Acid Battery PS-1270 Power-Sonic rechargeable batteries are lead- lead dioxide systems. The dilute sulphuric acid electrolyte is suspended and thus immobilized. Should the battery be accidently overcharged producing hydrogen and oxygen, special one- way valves allow the gases to escape thus avoiding excessive pressure build-up. Other- wise, the battery is completely sealed and is, therefore, maintenance-free and leak proof. -. ,: ~ ,\ i <,,' -",',.2',''''.: ~ f' . ; ", , , ~. ............................... , ,~, -. .' , :. , , \ -', ,:,,'J;' t ,ho.lIr;,rate l4~OO~.to.09.00<V()Jts). ................ .............; .,.....u i.. ....... .... ..;:...... .;. ..:.... ..... ....; !::"~~;!i:~~~~~~.W~!g~!;';.;t~:;ff:.,:r:;w:~~~~(..~. : t:(..} : .:... .-. " :': ~: >:'. r;~ ?F::'+: ~?~;1~{ ~f[i:~~i.1lF~t~;~1r:. :, ,~'t.~' ". ~~r~~. D!~~I~J2~t~c;>>~~ rat~t. ..::. .......... ..;...:..........:. .,;.....: ..,.' ',','.: . ,_ . ., * A" ~ !f~'~ ...f..ARvy~!t7h~P!S!r9.. "f';,;, ~'\.:.', ~,. I'". ~ ~ .~".' ~:>: > '1. ~~ ~ -.}\<. . ;~;.x\,j'..lti,'~'>t~~{K~,~.)~>~...,e-,~~~~i,/v:'i"'~l"'''itl'~ '~'i'\'~')j.!, . Specific Energy ,(2p.hour: rate)............. .,;.....: ..................... :........;, 7~'....~ ;;t;: .;,.,.::: :~. :.1.4.6>Watt~hour'Slp '} ..C~'~? ~ Ot(i~>,< <t' -~~r--{ ~ ~l"; '~~ ~"\'A./ .., < " < . '-, ,;t :'~f'T~1~":' ~~ .:~;;~;~~~';~<ij::/.' t' ~ y<~,~,-~~.:' h Int~r!:!~p~~~ls~nl?eJF;ully,Cha~ge.,dl:latte~) . . . . . . . . . . . . . . . . . . . > . . . . . . . : . ~ ,',',:, \.' . :.:...~: .;; '/-j'.: . '.: .,'; ",; ',! ';,\;.: . . . . . . . .' ;:.};?i':!i,';~~~~~~~~I~i.~.a{~f",9~:~nH(~~Ti~[) .'.. '#1',,: '.......... ':;..:.:;...... .:('1;J,~.;t:1;i~;1tf,~~~Dl~~::,f~1{~~;:~~?;i'~t "","..,.Maxlmum,Shot:!:-Duratlon. Discharge Current (< 5 sec.).....,.....;..i.;.:..-..: ;::'....,,~.. h.',; ;.;,;::::;;;.~ .''-;.;. ,;..;. ...;.... ".. .',... ~~itl~l,,~{~~Y~;~f:l!:~~~:,~;:,:, ~~~c0':'" ,,':i":':':,\,,:;~~~~~~{1~~::61\;'~~;i~~}fi!~;~~ii. L.;,~~,;j"'Vit)ra!icin;Test(2000;b)'cles/mjnute.O.10 inch excursio~.2 hours)..'.:::..... ;;;No;1 ....." '. " . ., I' I I I I I 1 I I:. '. I I I I. I I I. I I OL YMPlc. 7(J+Df6LOG.Y 3.6.2 Current Draw Worksheet Use this worksheet to determine current requirements during alarm/battery standby operation. (Copy this page if additional space is required.) Table 3-2. Current Draw Calculations Device Number Current per Device Standby Alarm of Current Current Devices For each device use this formula: This column X This column Current per number of deviceS.~ IntelliKnight 5820 Fire Panel 1 Standby: 140 mA 140 mA (Current draw from battery) Alarm: 260 mA Addressable Devices 21 Standby: 0.55 mA (381 max.) Alarm: 0.55 mA 5815 SLC Expander ' Standby:.55 mA (2 max.) Alarm: 55 mA 5860 Remote Fire Alarm Standby: 20 mA Annunciator (8 max.) Alarm: 25 mA 5824 Serial/Parallel Module Standby: 45 mA (2 max.) Alarm: 45 mA A Total 5820 System Current J 5 .. . Auxiliary Devices Refer to'device manual for ciJmtnt ratings. ' Alarm/Standby mA mA 'mA Alarm/Standby mA mA mA Alarm/Standby mA mA mA Alarm/Standby mA mA mA B Auxiliary Devices Current mA rilA Reftf.<:to i:JeVlcemanual for curre1itfdling~i,j::;~t~,~,~~~;'.)',;,\~ : ;,f-\ 9 Alarm: 59 mA 531 mA Alarm: S 9 mA 82b mA Alarm: mA mA Alarm: mA mA C Notification Appliances Current mA D Total current ratings of all devices in system (line A + line B + line C): E Total current ratings converted to amperes (line D x .001): F Number of standby hours (24 or 60 for NFP A 72, Chapter I, 1-5.2.5): G Multiply lines E and F. Total standby AU H Alarm sounding period in hours. (For example, 5 minutes = .0833 hours.) I Multiply lines E and H. Total alarm AU J Add lines G and l. Total ampere hours required Use next size battelY with capacity greater than required *Note: If you are using door holders, you do not need to consider door holder current for alarmlbattery standby, because power is removed during that time. However, during normal operation, door holders draw current and must be included in the 5.0 A total current that can be drawn from the panel. 150972 3-7 FIRE ALARM INITIATING DEVICES i_ '''--- Die Cast Metal Manual Pull Stations Silent Knight die cast metal manual pull stations put quality and peace of mind in easy reach. A manual pull station doesn't have to be fancy - just tough, reliable and extremely easy to operate. Silent Knight's die cast metal pull stations are all three. They're the high-quality choice for fast, sure initiation of a fire alarm signal. Our manual pull stations feature rugged, die cast metal construction that lasts and lasts. They're available in single or dual action models. And Silent Knight manual pull stations are UL-Listed, CSFM Approved, and MEA (BSA) Approved. For outdoor use, a weatherproof model is also available. On your next job, make the high-quality choice - Silent Knight manual pull stations. For more information, or for additional information on our complete fire products line, call Silent Knight today at 1-800-446-6444, or in Minnesota call (612) 493-6435. Features . UL Listed. . CSFM approved. . MEA (BSA) approved. . ADA compliant. . Weatherpr()of modE;l1 approved for outdoor use. . ' , . > . " ., ,,', .Single or dual 'action: ' , Terminals or wire leads. . Key reset models use same keys as /'e. Silent Knight enclosures. . Surface mount back boxes available. . High-gloss red enamel finish on die cast metal. . Corrosion-resistant gold-plated contacts. '--- Operation The single action pull stations are operated by simply pulling the handle on the front of the station as far down as it will go, at which point the handle locks into place and is easily visible from up to 50 feet. A scored acrylic break rod is also supplied with each unit for applications where that is necessary. The handle is reset by opening the station with the hex wrench or key, placing the handle in the normal upright position and relocking the station. ..---------..; EIRE ~, FIRE '. ~ ,~~~L~~.'r~:IGJ~T Single Action Pull Station On dual action models, pushing the PUSH bar causes it to rotate inward, allowing the PULL handle to be grasped in a one-handed motion. The dual action models are also supplied with break rods. Dual actions models are reset in the same way a single action models. ---- flRE ;; .fiRE PUSH PULL The weatherproof version of the pull stations is provided with a gasket and die cast metal backbox tapped on one end ,_ for '/z-inch conduit, for surface mounting. Dual Action Pull Station ~ SILENT KNIGHT '" ~/~ -- _A'-'-_._~--'':''~..~lrI'~~..&l.'''''''''''-'''l,,<-.:q'~~_~~l.i'il~i~,il''':''I" 'O'''.~.~~~.iik..'''---'--;'''c~~ -""..~. .,'"', Die Cast Metal Manual Pull Stations )~' l. - I , Specifications Switch Rating: 1 amp at 125VAC, or 30VDC. Pull Station Dimensions: 43/. in. H x 3'/. in. W x 1'/8 in. D. Surface Mount Backbox Dimensions: 43/. in. H x 3'/. in. W x 2'/. in. D (cast and sheet metal). Color: Red with raised white letters, white PULL bar with raised red letters. Accessories: All models are supplied with one scored acrylic breakrod and one hex wrench or key. .. ORDERING INFORMATION MODEL PART NO. DESCRIPTION PS-SATK 160050 Pull Station, Single Action, Terminal Connection, Key Reset PS-SAWH 160051 Pull Station, Single Action, Wire Leads, Hex Reset PS-DATK 160052 Pull Station, Dual Action, Terminal Connection, Key Reset PS-SATH 160053 Pull Station, Single Action, Terminal Connection, HEX Reset PS-DATH 160054 Pull Station, Dual Action, Terminal Connection, HEX Reset PS-SATk-wp 5310 Pull Station, Single Action, Terminal Connection, Key Reset, Weatherproof Box PS-WPB 160055 Weatherproof Box PS-BB 160056 Back Box PS-GR-12 160057 Box of 12 Scored Acrylic Break Rods WIRING DIAGRAM - TERMINALS WIRING DIAGRAM ~ WIRE LEADS Pull Pull ---/ Screw _' / / Terminals Wire leads To Fire Alarm Control Panel To Next Device or ElR To Fire Alarm Control Panel To Next Device or ElR a SILENT KNIGHT @ .' 7550 Meridian Circle, Maple Grove, MN 55369-4927 1-800-446-6444 or in Minnesota (612) 493-6435 FAX: 1-800-311-1715 MADE IN AMERICA FORM #150792, Rev,5/96 INTELLlKNIGHT ACCESSORY .'" " Analog / Addressable Heat Detector - .. IntelliKnight addressable heat detectors combine accurate heat detection with pin-point location ID. An essential combination for any installation. IntelliKnight heat detectors are an essential component in virtually any IntelliKnight installation. And, because the IntelliKnight panel recognizes each detector by its specific address, precious seconds are not wasted in determining location of an alarm. Like other IntelliKnight detector models, the SD505-AHS offers a low profile for pleasing aesthetics. The IntelliKnight family of detectors has been designed to use a common base, Model SD505-6AB, allowing complete application and placement flexibility. Combine all this with the features you've come to expect from Silent Knight detectors---easy installation, stable operation, RF/transient protection, and vandal-resistant locking----and it adds up to a flexible solution for all your fire protection needs. Model SDSOS-AHS representing the temperature to . Analog / Addressable Heat Detector the IntelliKnight panel. The SD505-AHS is a heat detector If the temperature exceeds the trip suited to virtually any commercial point (programmed at the panel), an alarm occurs. The status LED setting. The SD505-AHS is an lights continuously during the absolute temperature device. This means that it responds to an alarm alarm period. immediately if the temperature Under normal conditions, the goes above the trip point status LED blinks approximately (programmed at the panel). every 15 seconds, indicating that The SD505-AHS provides accurate the head is communicating with SDSOS-AHS Heat Detector the loop. temperature measurement data to Specifications the fire alarm control panel. This heat detector is particularly suited Features to environments where smoke . Low profile, 2 inches, including Operating Voltage: 17-41 VDC detectors cannot be used because base Current Consumption: of the presence of steam or · Absolute temperature device Standby: .55 mA cooking fumes such as in a Alarm: .55 mA kitchen. · Simple and reliable addressing Detection Temperature 1350F to 15DOF Operation . Uses digital communication Range: (570C TO 65OC) The SD505-AHS unit is made up of protocol Ambient Temperature: 320F to 1 DDOF an externally mounted thermistor · Built-in fire test feature (DOC to 3rC) with a specially designed cover that Mounting: 4" SQR, 4" OCT protects the thermistor while Single gang mud allowing maximum air flow. The The SD5D5.AHS is Underwriters ring . thermistor reads the temperature Laboratories Listed and meets the requirements outlined in NFPA 72 from the air it takes in. It then Inspection Testina and Maintenance, a SILENT transmits an analog signal Chapter 7. KNIGHT @ INTELLlKNIGHT ACCESSORY' : Model SD505-AHS Analog / Addressable Heat Detector ..-........' ,.-.,".., ,'..-...,...........,. ....,,,"""..,......._.,. ,._",,"m'."*~l. ."..~...,..... ,." ,.::,,,,,.;:,,:>:::~..." , . Engineering Specifications The contractor shall furnish and install where indicated on the plans, analog / addressable heat detector Silent Knight SD505- AHS. The combination detector head and twist-lock base shall be UL@ listed compatible with Silent Knight's IntelliKnight 5820 fire panel. The base shall permit direct interchange with Silent SD505-APS Photoelectric Smoke Detector or SD505-AIS Ionization Smoke Detector. Base shall be the appropriate twist-lock base SD505-6AB. The smoke detector shall have a flashing status LED for visual supervision. When the detector is actuated, the flashing LED will latch on steady at full brilliance. The detector may be reset by actuating the control panel reset switch. The vandal-resistant, security locking feature shall be used in those areas as indicated on the drawing. The locking feature shall be field removable when not required. Voltage and RF/transient suppression techniques shall be employed to minimize false alarm potential. I. Diameter = 5-15/16" ., Diameter = 3-15/16" CJ C) Height = 2 inches, including base . // / / / I~.~~j Model SD505-6AB Detector Base (front view) Model SD505-AHS Detector Head (front view) m! SILENT KNIGHT '" 7550 Meridian Circle, Maple Grove, MN 55369-4927 800-446-6444 or in Minnesota 612-493-6435 FAX: 612-493-6475 World Wide Web: http://www.silentknight.com MADE IN AMERICA FORM# 350332, Rev. 1/97 Copyright @ 1997 Silent Knight Security Systems . INTELLlKNIGHT ACCESSORY . Analog / Addressable Ionization Type Smoke Detector .~"'''''ffi'''''"''''''''''''''''W.'''''''''''' '~.,::;..,.",.\",,,'m;J~~,,,;;'i\J,,:",";;' ") IntelliKnight's addressable ionization smoke detectors combine early warning with pin-point location ID. A combination that saves lives and property. Hospitals, industrial environments and other locations where rapid fire development is expected should consider ionization smoke detectors as part of their IntelliKnight detection package. Ionization smoke detectors provide early warning in fast-flaming fires that show little visible smoke. And because the IntelliKnight panel recognizes each detector by its specific address, precious seconds are not wasted in determining location of an alarm. The SD505-AIS automatically compensates for contamination in the environment. And detector sensitivity testing is simple - even from a remote site. Like other IntelliKnight detector models, the SD505-AIS offers a low profile for pleasing aesthetics. The IntelliKnight family of detectors has been designed to use a common base, Model SD505-6AB, allowing complete application and placement flexibility. Combine all this with the features you've come to expect from Silent Knight smoke detector&-easy installation, stable operation, RF/transient protection, and vandal-resistant locking---and it adds up to a flexible solution to your fire protection needs. . Model SDSOS-AIS detector. After reaching the critical Analog I Addressable level, the detector triggers into alarm. Ionization Type Smoke Detector The SD505-AIS includes a status LED which blinks approximately every 15 The SD505-AIS has responsive, yet seconds, indicating that the head is high operational stability for an communicating with the loop. The extremely wide range of uses. The status LED lights continuously during SD505-AIS can be used in areas where early warning of trouble from the alarm period. super-heated or flaming combustibles Features is expected. . Low profile, 2.25 inches, including The detector features automatic base compensation for contamination and a . Simple and reliable addressing SDSOS-AIS Smoke Detector simple detector sensitivity test without mechanical switches procedure that can be run from the . Automatic compensation for sensor Specifications panel or remotely (using the contamination IntelliKnight 5590 or 5595 software Built-in fire test feature Radioactive Source: AM-241 .09811Ci with a Windows™ based computer). . . Simple detector sensitivity testing Operating Voltage: 17-41 VDC Operation through the control panel or Current Consumption: The SD505-AIS ionization smoke remotely through a Windows based detector has two chambers: a computer. (5590 or 5595 software Standby: .55 mA sampling chamber and a reference required for remote testing.) Alarm: .55 mA chamber. Smoke or invisible . Adjustable sensitivity combustion gases can freely penetrate . Vandal-resistant locking feature Ambient Temperature: 320F to 1220F the sampling chamber, but the (OOC to 500C) reference chamber is virtually closed . Field cleanable to prevent easy entry. With both Mounting: 4" SQR, 4" OCT, chambers ionized by a single Single gang mud . radioactive source, a very small ring current flows. Presence of visible smoke or invisible gases greatly The SD505-AIS is Underwriters ~ SILENT Laboratories Listed and meets the influences the current flow in the requirements outlined in NFPA 72 KNIGHT sampling chamber, changing the Inspection Testino and Maintenance, voltage ratio between the chambers. Chapter 7. @ This difference is amplified inside the INTELLlKNIGHT ACCESSORY Model SDSOS-AIS Analog I Addressable Ionization Type Smoke Detector PD... . . Engineering Specifications The contractor shall furnish and install where indicated on the plans, dual-chamber, analog / addressable ionization smoke detector Silent Knight SD505-AIS. The combination detector head and twist-lock base shall be UL@ listed compatible with Silent Knight's IntelliKnight 5820 fire panel. The base shall permit direct interchange with Silent SD505-APS Photoelectric Smoke Detector or SD505-AHS Heat Detector. Base shall be the appropriate twist-lock base SD505-6AB. The smoke detector shall have a flashing status LED for visual supervision. When the detector is actuated, the flashing LED will latch on steady at full brilliance. The detector may be reset by actuating the control panel reset switch. The sensitivity of the detector shall be capable of being selected and measured by the control panel without the need for external test apparatus. The vandal-resistant, security locking feature shall be used in those areas as indicated on the drawing. The locking feature shall be field removable when not required. It shall be possible to perform a functional test of the detector without the need of generating smoke. The test method shall simulate effects of products of combustion in the chamber to ensure testing of detector circuits. Voltage and RF/transient suppression techniques shall be employed to minimize false alarm potential. I. Diameter = 5-15/16" .1 /// / / / / I ,..-, \. LJ \ \ ~ ~ ~/\ Diameter = 3-15/16" I. .1 . \ \ Height = 2.25 inches, including base Model SD505-6AB Detector Base (front view) Model SD505-AIS Detector Head (front view) m! SILENT KNIGHT @ 7550 Meridian Circle, Maple Grove, MN 55369-4927 800-446-6444 or in Minnesota 612-493-6435 FAX: 612-493-6475 World Wide Web: http://www.silentknight.com MADE IN AMERICA FORM# 350331, Rev. 1/97 Copyright @ 1997 Silent Knight Security Systems . e' -- . Model SDSOO-AIM Addressable Input Module And Model SDSOO-MIM .. Miniature Input Module IntelliKnight's addressable contact monitor modules combine fast response with pin-point location ID. A combination that saves lives and property. The S0500-AIM and S0500-MIM are addressable input modules for use with Silent Knight's IntelliKnight fire control panel. The S0500-AIM and S0500-MIM are designed to be used with pull station, water flow switches, and other applications requiring dry contact alarm initiation devices. The S0500-AIM addressable input module mounts to a 4"-square box. The S0500-MIM mini input module fits inside a single gang box. The modules are Class B supervised, single input contact monitors. Using an EOl resister, they monitor for alarm contact closures and for open circuit wiring fault conditions. The S0500-AIM and S0500-MIM offer a compact design for adaptability and pleasing aesthetics as well as easy installation and stable operation-a flexible solution for all your fire protection needs. Model SDSOO-AIM and SDSOO-MIM Input Modules The addressable input modules expand the flexibility of the IntelliKnight system by allowing the use of contact type inputs. Typical applications include manual pull stations and water flow switches. Features . Single contact monitor with Class B supervision. . Up to 127 modules per SlC loop. . S0500-MIM mounts in a single gang box. . S0500-AIM mounts in a 4"-square or double gang electrical box, and has an attractive ivory cover plate. . S0500-AIM/MIM are DIP switch programmable. . Accepts up to 14 gauge wire. . Both modules Ul 864 listed; comply with NFPA 72 . 2500 ft max. wiring distance from input module to contact : () -~.~~ SD500-AIM SD500-MIM Operation Specifications Each addressable input module is programmed with a unique SlC loop address. The module supervises the wiring to the contact with an End Of Line (EOl) resistor. If a fault occurs in the wiring, the module alerts the FACP. Operating Voltage 24 VDC Standby Current: 0.55 mA Alarm Current: 0.55 mA Ambient 320F to 1200F Temperature (OOC to 490C) Mounting SD500-AIM double gang box or 4"-square electrical box ~ SILENT KNIGHT @ SD500-MIM single gang box Model SDSOO-AIM and SDSOO-MIM Addressable Input and Mini Input Modules e Engineering Specifications The contractor shall furnish and install where indicated on the plans, addressable input modules Silent Knight SD500-AIM or SD500-MIM. The modules shall be UL listed and compatible with Silent Knight's IntelliKnight 5820 fire panel. The SD500-MIM shall fit inside a single gang electrical box. The SD500-AIM shall be supplied with a plastic cover and shall be suitable for mounting to a 4"-square or double gang electrical box. The SD500-AIM addressable input module must provide a monitor LED that is visible from outside the cover plate. Model SD500-AIM FRONT VIEW BACK VIEW SIDE VIEW ~SlLENT III.;;;iiI.KNIGfIT - 14 .1 - 1/4" 4-7/8" Model SD500-MIM 2-1/2" i 11/16" :E ~ SILENT KNIGHT " 7550 Meridian Circle, Maple Grove, MN 55369-4927 800-446-6444 or in Minnesota 612-493-6435 FAX: 612-493-6475 World Wide Web: http://www.silentknight.com MADE IN AMERICA FORM# 350341, Rev. 11/97 . Copyright @ 1997 Silent Knight Security Systems . Model SDSOO-ARM Addressable Relay Module Place relay applications anywhere on the IntelliKnight loop with the SDSOO-ARM Addressable Relay Module. The SOSOO-ARM is an addressable device that adds great flexibility to the IntelliKnight system. Providing two Form C contacts rated at 2.0 amps @ 30 VOC. The SOSOO-ARM allows you to control a wide variety of normally open and normally closed applications, including elevator recall, door closing, fan operation, and auxiliary notification. And, because the relay module is addressable, these applications can be located at any point in the signaling line circuit. Like other IntelliKnight SLC devices, the SOSOO-ARM is compact for adaptability and pleasing aesthetics. Combine this with the features you've come to expect from Silent Knight fire protection devices-easy installation and stable operation-and it adds up to a flexible solution for all your fire protection needs. -- Model SDSOO-ARM Features Addressable Relay Module . Two sets of Form C contacts. The SOSOO-ARM provides two a""~ ~~IT Form C contacts rated at 2A @ · Contacts are rated at 2A @ 30 VOC. These contacts can be 30 VOC. used for virtually any normally open or normally closed . Up to 127 relays can be used Model SD500-ARM application. on each SLC loop. Specifications Operation . Relay programming is completely flexible-can be Contact Rating: Form C Each relay module is mapped to zone conditions. 2A @ 30 VDC programmed with a unique SLC loop address. When an event · Polling LEO visible through that controls the relay module cover plate. Standby Current: .55 mA occurs, the relay is triggered by Alarm Current: .55 mA the IntelliKnight panel. . UL listed, complies with NFPA 72. Ambient 320F to 1200F . Temperature (OOC to 49OC) ~ SILENT Mounting 4-square KNIGHT @ Model SDSOO-ARM Addressable Relay Module Engineering Specifications . The contractor shall furnish and install where indicated on the plans, addressable relay modules, Silent Knight SD500-ARM. The modules shall be UL listed compatible with Silent Knight's Intelliknight 5820 fire panel. The relay module must provide two Form C dry contact rated at 2.0 amps at 30 VDC. The relay module must be suitable for mounting in a standard 4-square electrical box and must include a plastic cover plate. The relay module board must provide an LED that is visible from the outside of the cover plate. The relay must be fully programmable for such applications as are required by the installation. FRONT VIEW C,Zrl iJ ~rI (J r~ KCIViCVc PQvVi::R F-'~.'(lOF( -j'O Sl:~I~\!}C:II\~~;,: : "'~.', ' ~30 ~ SILENT ~ KNIGHT 14 4-7/8" ~I Model SDSOO-ARM Addressable Relay Module Demensions ..-.. 1/4" 1" - m! SILENT KNIGHT @ 7550 Meridian Circle, Maple Grove, MN 55369-4927 800-446-6444 or in Minnesota 612-493-6435 FAX: 612-493-6475 World Wide Web: http://www.silentknight.com MADE IN AMERICA FORM# 350042, Rev. 11/97 Copyright @ 1997 Silent Knight . e .i'. - , e Catalog-1000-A ;1' . , _o[nZH'orn~Strobes ,;:)ht:1w;r" :j;,<,{:;, 'it,;h:,:;":{:Faraday notification devices are designed with the ,ng".~Qlg9'~1~;!\l[?/,;',','Ji f; ,installer in mind. The 2820 series devices are con- , ri~:lIs"oh:ohe~;, .' J.structed with the electronics in the housing and not in , ~;,i'l~,.'~'~':'r-:~,:-,~,"':".':j\""i<,' ' j', '1';"\1~Jr.9Yi~s, Oa~~j;;~\;' ; the box. This design eliminates possible ground faults :tro,b,e~ J:1I1d'Clne " from crowded electrical boxes. ,i;~,r!;t\/'tY~'h." The 2824 construction consist of a Xenon flashtube $'1~}in~Ja(24Vdc. The with solid state circuitry for maximum reliability and ,Yides95dB @ 10'. efficiency. The "M" (15/75 cd), "R" (30/75 cd), "T" 1'[1: "'~1 ,;.' ,. ! I , )p~J~:gang, the 2821 ~nd (60/75 cd), "Y", (75 cd), "Z" (110 cd) series strobe has ;k-; ~l1g:Qrtl- square mounting. a rounded dome shape made of clear Lexan(1\l. "FIRE" . (A."l _.1. - '__; lass:~'B!~\notification circuits and letters are visible on the strobe housing. '~f.\~'rl!~'~ ~ ',., .' "J~t:!~~~,~equired for signal or "j\f?\, ",J>~p~~i,pn.\,~o a~tivate the 2820 a 'i~M~YP~}slgnal,"clrcUlt to the horn a~~reqLlired. \:,;,v, . ';','i\:., ~ Strobe are synchronous and must be used with the 5406 sync. controller. For more information, see data sheet FA/S-72. '. ., Features J · 1, 2 Gang or 4" square back box mounting . Synchronous horn or horn 1 strobe units . 24 Vdc units available with 15/75, 30/75, 60/75, 75 or 110 candela strobes . Electronic temporal tone with or without sync. strobe . Only one pair of wires out of 5406 control unit required Available in red or white . ADNUL 1971 Strobe versions . Screw terminals accept #12 Awg. . UL Listed, standard 464, file E4300 (ULSl) . Made in U.S.A. Model 2820 Synchronous Horn ;, nm Model 2824 Synchronous Horn/Stobe Model 2821 Synchronous Horn Page 22 " ~ '" Faraday Notification Appliances Catalog-1000-A Specifications .Environmental 32"F to 1200F (OOC to 49"C) with 85% humidity Primary Input Voltage 24 Vdc Horn Current 23mA dB Rating at 10 ft.** 95dB Mounting Single gang, double gang or 4" square box. Shipping Weight 2820B, 8 oz. approx. 2821 B, 8 oz. approx. 2824B, 12 oz. approx. Ordering Information Sync DC Horn F.'i\~\Wi~Walllli'~ffild"'ai~"'~!\l\<'1 1i1lfi!:"H~M\~,!!,!.\~~~Y".,' g~!lmlr. 2820B-0-(*)-24-DC ................. 24 Vdc 2821 B-0-(*)-24-DC .................24 Vdc Sync Horn/Strobes Physical Dimensions -I 1<1-3/4" - 1-1/2" I.~~- 4-3/4"~---1 r 4-3/4" L 1-1-314" -- -\-1/2" Model 2820 Model 2821 1~4-3/4"1 r 4-3/4" 1.._.. -1/2" Model 2824 2824B-M-(*)-24-DC ................24 Vdc ................... M-15/75 cd. ........... 59 mA 2824B-R-(*)-24-DC ................24 Vdc ................... R-30/75 cd ............ 88 mA 2824B-T-(*)-24-DC ................. 24 Vdc ................... T-60/75 cd ............. 154 mA 2824B-V-(*)-24-DC ................ 24 Vdc ................... V-75 cd .................. 170 mA 2824B-Z-(*)-24-DC ................. 24 Vdc ................... Z-11 0 cd ................ 249 mA * (14) red & (21) white Minimum UL measurements are 82dB taken in free air at 3600 around the device and averaged. Typical readings are frontal sound readings taken with a dB meter with signal. mounted on wall. . Listed operating range is 20 to 31 Vdc/FWR. Engineering Specifications UL 1971 for the Hearing Impaired and shall be approved for fire. ;'. protective service. The 2820 notification appliances must be used!'." with the 5406 sync control unit. Strobe shall be wired as a. PrimarY; Signaling Notification Appliance. Strobe shall also complywlth:thEi Americans with Disabilities Act (ADA) requirements'fopiiisibl signaling appliances. Strobe shall operate on 24 VDCfror'rf regulated DC power supply or full-wave rectified,'urifilter without change in current draw. .; r .:~}:c"%1\1 '",'}'.'!f2h:i~i~~ Page 23 ~~d~' ,e Catalog-1000-A 'j'~t$?,f,:.!j~~i~~Iyt<, \or{~whlte ,:,'.;, ,I 'iI.,yl,.ll ,,~, '.>,.', t '. .~. -"--, ' , ',tiq~la~ouiJJ:ut '. ,~II~meeting ,t;l;i}':' ~t\~~:~~l: f ' ;i 'rhe~remotestrobes use a Xenon flashtube with solid ~'~istatecir;;uitry for maximum reliability and efficiency. iThe full range of new strobes have a rounded dome .' . shape made of clear Lexan@. "FIRE" letters are visible on the strobe housing. Strobe units can also be synchronous when used with the 5406 Sync Control Unit. If weather-proof units are required, order model 2705 and install with either the 3014 or 3015 back box. For more information, see data sheet FA/S-BO. .'" f".l' ' .'. ". Low current draw - 59 mA Filtered DC or Unfiltered Full Wave for 15/75 candela · 15/75, 30/75, 60/75, 75 or 110 candela strobes @ 24 Vdc · Standard strobe or synchronized with optional 5406 sync control module . 2700 can be mounted on single gang, double gang or 4" square box . Screw Terminals Accept 12 Awg. Wire . UL Listed, Standard 1971 . Made in U.S.A. I: ft.} .. :i," Model 2700 Stand-Alone Strobes . i, ..~l V Page 6 Faraday Notification Appliances Catalog-1000-A . 'r?\r~ Specifications Physical Dimensions Environmental 320F to 1200F (OOC to 490C) at 85% RH Primary Input Voltage" 24 Vdc I I Strobe Current Full wave/filtered Mounting Single gang, double gang or 4" square box. Terminal block provided for 2700. Shipping Weight 9 oz. approx. 4-5/8" Ordering Information DC Stand-Alone Strobes 4-5/8" - P~~"ij9 :.: " V",'>'i . ," 'f,'! ''''''~'V9,ltag~~~:''l\l: "(.~ <'f(~p)ii;l,~,I~'i~~~Ki~~.:i'R St~otielcurrenttrq\:,i\fl~ ,., Synchronized- 2700B-M-(*)-24-DC ................24 Vdc ................... M-15/75 cd ............59 mA 2700B-R-(*)-24-DC ................ 24 Vdc ""............... R-30/75 cd ............ 88 mA 2700B-T-(*)-24-DC ................. 24 Vdc ................... T-60/75 cd ............. 154 mA 2700B-Y-(*)-24-DC ................24 Vdc ""............... Y-75 cd .................. 170 mA 2700B-Z-(*)-24-DC ................. 24 Vdc ".....".......... Z-11 0 cd ................ 249 mA Non-synchronized- 2700B-E-(*)-24-DC ....."...."... 24 Vdc ."................ E-15/75 cd ....""..... 59 mA 2700B-G-(*)-24-DC ....."......... 24 Vdc .............."... G-30/75 cd """...... 89 mA 2700B-J-(*)-24-DC ............"." 24 Vdc ......"........... J-60/75 cd .......""" 155 mA 2700B-K-(*)-24-DC ................24 Vdc ...."............. K-75 cd ........".""..164 mA 2700B-L-(*)-24-DC ................. 24 Vdc ................... L-11 0 cd .............." 249 mA * Body color (14) red (21) white. ** Specify 12 Vdc or 120 Vac if required * For ceiling mount versions, add "A" after candela letter (e.g. 2700B-EA-(*)-24-DC). Engineering Specifications .~ ;:t":rH;)h~!i;'c"' Notification device shall be a Faraday Series 2700 listed to standard .....sigryafj'ng~isff, UL 1971 for the Hearing Impaired and shall be approved forfire.. A.:;"s~ppl~;:-y.~.e. protective service. Strobe shall be wired as a Primary Signaling'; ;';;::;Jr}S,gq~hRg;q Notification Appliance. Strobe shall also comply with theAmerieans:;,j( andf~l~e I with Disabilities Act (ADA) requirements for visible slgnaling~,~./ ?; " life appliances. Strobe shall operate on 24 VDC from a regulated,DC\:~. supply or full-wave rectified, unfiltered supply. (There:should:lje,.no change in current consumption for different power supplles)f,Tne " i}t~;'Lt' . , . 4'-,'1", e Accessories ",P,aljrNb'il!1~\1t~~D~8cr"" 'ionlt~1 U"" ...".'~iFJ .~\\~'ih" ".." PI, ..,.. itll' '. " Page 7 , ~\ J,\~\ , c~~ BREMER~p~ PERMYT CENTER 286 4t:h:5treet ~ Bremerton. IrJA 98337 Phone: i 360) 478-5275 FAX: (360) 478-5278 BlJILDING PERMIT, Job Addr~' 2'100 CI...,ARE AVE L.()t:;i:lt:lCln~ OLYMPIC HADIOL..OGY 131....0G (UNDER CClNST1~UCTION) p(,- reel 1. No~' a9()600~:I.'00 1 ..~ 11 06 Owner: OLYMPIC RADIOLOGY 692-8450 WEST SOUND PROFESS r ONAL PO BOX ~1l9 BRFMERTON. Per m it No ~ 99"'()397 I;' .(.. ',~" ,',. I C'I;"( ICe') \1L ,,) lal'U"'.~,1J ,~..)...~"l;,"" ~ 'Applied: 07/27/1999 I ssue,d :()8/0~:;; 1 (n9 I:'" X'I"ll r <'..' . 0'''1/(') 1 /'~O()O .' ,,' r;. "'" <:;..,," .t., , ,f, t:" "~, , *e:.~I,VlJ - j0D reZw.5J--, .ny ('JV\ ftS~~ /I/l7/~ r WA 98a~~7. ' Appl tc,;mt: HANSON SIGN CO INC:; 6l~l""9SS(), PO BOX 9::~BSILVERDALE WA 98:~B;3 iJo Contrac:::tor : l..,lANSON SIGNCn INC ' 613,,"'9S50 1...,:1,(.."; #: ,HANSor.*~221J'I I::::xp: OS/()8/~WOO PO BOX 928 S 1. L.vFI~DALE WA 9B~J8~:1 Sub(jont r ~ Dsee:, INSTALL :;:~ NEW MONUMENT STeiNS / , , i *******************************************************************************~************* Valuation, * P~rm1t Fees: 100.35 Total Calculated Fee: 170.08 ~)~700.0() * Plan Check Fee$~ 65.2:::1 AddItional Felf:!.s: .00 * Other fees: 4.50 Total Permtt Fee: 170.08 ****************M*********************************~********************************~********* ThIs permit shall become null and void if the buHding r.rr work authori:led by this permit is not' cClmmencf.!d ,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 Ii period of 180 days, NOTICE- It is. the responsibility of the permit holder, not the City ofBrc~merton or Building Official to ,see to it that required inspections are made. The permit holder mlJst notify the Building Official when ready .for inspections. Failure of the permit holder to notify the ,Building Official of required inspections may result in the s,toppage of t.he work unti.! such time that the permit holder can substanti~te to the building official , that the concealed work meets or exceeds code requirements. Any demolition', testing, or financial burden shall be borne direct ly by the permit holder. Fai lure to substant iate code requirements wi 11 i ndemni fy t he City against any and all responsibility or liability connected with the construction, I hereby certify that I have read and e provisions of laws and on~J.rfaTices g, or not. The grant i ng of Ai PEfrm~. A ' any oth state or loca-I law;' re l.} . I , ~ I 'l' ~ I ' , /! / . / f ' Signature:_,_~. .._____ ..__, _ ined this permit and knllW the same to be true and correct. All 9 this type of work will be complied with whether specified herein t r ume to give authority to violate or cancel. the provisions of onatruction or the performance of construction" Date: --__2:c_7:Z_..__.._,_____ I certify th~t I am exemp'; 'rom the requirements of the state contractor's registration law, under Section 3, Chapter 126,1 s of 1967. Sf grlature: I\lIlll'ltl..,.IlI'i:IMIIIlbl1Hl__.:DICI_IWI....!l;ll\tl._...*"".'IW'II\aDlll_....IllM_llllt..,1IIllllM1hIl1.ogl'Q~...._."'__.jiJ'-TolIlI"'lIolQ<''''"'! Da,te: __<tII'*l'IlII:<'*",.,i'I/I...~'__"lll;__....,__..."""_,,._""'fll\t..._.,II*I~~ . *************************** Pm 11 Conler--Approved AlA)------ ___ . Dat. ,-~-:_2:::_:t_9 .1. .... ..'-& 't:,.-t. ~~ 'if~_...,- .- . \ . '. "l~., ," 1 " . .:.. , , \ ~,. BRE:Me:RTO\N\~ P;ERM :IT" . CENTER 286 4tt('8,:iy'eet If Bremer'ton, WA' 98337 Phone: (360) l/.(8-5275 FAX: (360) 478-5278 Job Addr(;i~s~\~:: i.."Cleat :I. on:: AS$Y' Aeet No:: ~:':?O() CL..AHF::: AVE: OLYMPIC RADIOLOGY SLOG (UNDER CONSTRUCTION) :::lS'6600:::l..",OO 1. ,,,,,11 06 Building Permit No: Statl.l~3:: I ~:Hi.H,H::) d : I:::: x p :i, Y" ~::l Ef r. 99.....0 :::l<1 '7 I !:;;SUEI) o &*-{)!::i/ 1. '1<1<1 O;::~/() 1 /~::~OOO I:~ I:::' (;~ U I f~ E D INS P F C T ION S ~" . ,I ',/ i ''/ It! ' "j i j.'; I") "'I" 't" 11 ~~ I" I") ("\1) 1 ; " (. I t')~' v 'I ~"\ ':ill, }) r' " I::) (~:~ ::~ ,\,:: '::1'" I::) (:;1{1 .~ . )' t ~l:"; :1' 7j J.t!1~h? ('}v1-,,-.- " r;.,p.,.. ::> ......:~ I '"),, v" i'~~'.t. dt'\.. 7 Dept: PLANNING Division: c, Iteml'01100FOUNDATIO~-FOOTINGS Item: 02700 FINAL--BLDG Item: 02704 FINAL--lONING ******************************#~*********************************~*************** , "rE~:;':r'IN(i,:; '" Mu!:;~t be Y'f.:)C:Cl9n:I,z(::~d, by th(::,) Waf:~h:l.n9tor:~ AI:~f.\~oc:l.;:1t:l.on of 13u:l.:l.d:l.n9 O'f'f:l.ci.al~~',' .' 11:iP 1:::: C :t Nt:; F)1tr'", "Mt,J ~~ t b ~!;~ f' f,'~ \;:1 :t ~,~ t ~I.~ \'" f.!;j t~ W :1, t h t h~'~ ~:; t Iii t f.(~ C) of' W ~), , '\'.',c::.',.,. . ST OF WA~ State of WA Dept. of Labor and Industries HEALTH~ Bremerton/Kiteap Health Dietr:l.et 47n"'''49;;:~ 1. -4. '7 n "'" ~:; ~':~:::I!5 /"\w,t ALL INSPECTIONS PERFORMED 8Y THE CITY OF SREMERTON MUST BE SCHEDULED THROUGH THE !';)I:::'I::lM'1 'I" C'I:': N"j'!::'I::) ('~l ~ C')) 4, '7' r:j~", ,,' ",',"7" I;:' ,.,. "'.. "f... t.:..." 11 \.. (,) , c.., ~" ". ...,J II **********************7**~ ,*, ," **********~************************************** Pey'm:1. t 1,,,10:1. day' ~ s / f C-;? r S j t.n a 'I: 1J,." , .....:\...." "..."".."""~" " '.". ...." .."""............,, .......".. "..... . ... Da t:" , ..... ..2f:? ~ '?? ".. ............ ",-, ! j I ,\ '. ' ,~ " '!p., \:... .. ~~~;;h~~~,~~~*Pq.iil~ ' ,,' 'r, \~~fY~~'j'l~i#:i~,:;: ;""",,.,'" ""... '\ ~<:' .x' ,x..;.I\ ,x. X' X':x~ .x * )(. *' .)(, .;>(.)4 .)It ~ .J>: * !<!:.K .)f)()(. .f( M)(:'X- X. .)>4i :j( ~ xiA':)(, 'X ~~ :11: .x. 'x .)(,X' 'j{ .Iot 'x * :P!' '.~ o'l'i.,.)>4i ,)*; ~:'iI..' ,*. -X: ')0(' ,'/(. ~: .X :1*: 0)( :M. % .)( .* . ~~\'. ..' . f;;cj::'C'I:';' 'I' r ,"I" ;<~ ,......'. , I .if' ~X*******X***M*********~******:'M***************~**K************* f<!F CF T r>T NtHnt'leY' U '19000'/0',1 (iIfIDunt:: I 04 ,n~:; Otl/OS/~;'9 j 0;; ;':\/ Pi:wmemt Met hod ~ Cl\ Not at :l. on:: H(lN~::;ClN SIGN CO I: n:1 t ~ VIAl 99.".0:::197 '!'ype ~ :::; J. ON ::;P?6600a" 001"" II 06 ;?)'OO C:L})HE (i\.;'E Olyt"IP J C f{()[) J nLOCiY HI DCA (UNDFH CONSTF<Ucr J ON ) rot: a 1 ! '1;':H7H~ ~ 1. 70.. on '1'1;)1; ,~! 1 AI I" f,;rli't J:i ~ 1 '?() \\ ()f3 8alance: .00 ****************************KM**HX*M**********************K***~* tf.)ccoun't CCH:h::l De!:Jcr J pt: :1 on (.ll'flOunt 16-322.1001 (2211) 8UfLDtNG,P[RMJT Fr~S tOO.3S 6.4~::J,,<t;:rJ , 13 (' 02:::16 ) ~;TfYrF Of {.,/j~ ~~;Ur,!Cl"ll~f\C~r 4 ,!;:>O P (:~'lY' rn:l. t No:: Pt!~I'Ct:;ll NCl~ S:i tf':~ Add'f'e:H:.lf:~;: I.OCi;~t :1. on :: SIGN 1::.lFJ~i.'l If \:)X~ 'j h:! i;~ I')i;~ yment 10.4 , ~?lb '. .:~;~' .":', .i,1.'",~: "\,; r-,1." I,' ")' il :: ' . .\,~' """-. '.'~i.. ...,,~, 0.' '. ~'~">"'" ': ~ ", . '" /j' / / i/ HANSON ~ SIGNSINc " ~-.- i ! I , I ~I 'I ' \D I ~ I ::::: I ~.L I tD -L- i ! --y- T I I I I I I I I i __T I 5' _____~ ------ I , .- '1-1 :::::1 ")~ ')~! ~ /{/ :::/ Co \ \ I \ \ \ I \ I \ \ \ \ I \ \ \ \ \ I \ Ii / \ I Design Sales "'. '" '. ",----COLOR YET TO BE DETERMINED PO BOX92B PHONE [360)613.9550 SIILES: GARYKELSTRUP 943BWlLLAMETTEMERIDIANRD NW FAXI360)613.9515 DESIGN: DOUGKRONQUIST SILVERDALE WA 98383 ~ I 1'-6 " D'lTE ~ Co ~ 34" = l' APPROVED BY' &' --..... i0' ~ 0; ........ P\.. .... \X;) ~ ~~\' )., \) \) 1 ~ ~~C\' ~ " ~ ~ ~ ~\ s ~ ~ l' t ~ ~ ~ -t ~ ~ t tli ~ & ~ ~ \1 11\ \J' ~I <tl (?,.,. ,-\l' V \ '\ l.I\ g ~\ (\ ~.z ~~ J ~' I__ I -'--,-----~----~ ... OJ .I , 0, N--- '-- ~ "\ ~ C) ~ "' ~ ........ V" ~ ""- \1 ~, ): ~ N ~ J: ........ f f"'I f Q "- -+- t j ~\ <t:. " $) ~ ~ l 'c \u~ 0 ~ ~ ~ e ~j; ~ ~ ,) ,,~ ~ (' I ~~ ~ I' :.. ;; ,~ ~ j) f ~ I-~ \ \ ~ t vi ~~. c & ~\ ~ ~ $ < C ~ ~ ({) i Ir Ic) f-\ I ~~ 5= ~ ): c - 0--.( ~ ~ ~ .- LA 11) " )I. ~ i. c.. << c -\ ~ ...: t '-../J ;1 t Iv ~- V ~ ~ '" i'j ., Vi " It '" ~ .,.......0 - (1i IJ 0 ~ J/:i ~J1 ~ 0 ~ <, Il) ~ . Vi ~. ~ ~ <11 <i7 ~ - 11\ ... -~-~~.--._--,-_._----- (~ ...., -"- ::.i~ ~~ (l ... ,. ~ ~ i'i f; ~ ~~--f1I>> -t... " '-~ -..:::- \" ~ I i ~ " , ~ ~ ~ ~ ---J \j , r- . . .~ ~:J I t 18'0'--+ -f~-R TYP. t <Sl 'J! ~,. ~ 1 1- I \" ~l ,- \".\ ,4 (. } \) ~1 \j) 24' __}' e,t \:~~.~/ '10:/ ,,/ , 31j.~5~ I --cJ --,_~ I "~~~b~f~r~~~_=o..~~~ f:':%'~' ". ..~ I<r-~ I tt~-~!: ~1~ ~~ ~~~~ 8Y.... ()A~~ !- . TlTI.;E . ~ /-r~ //'',<'''J --- "f-" OAT:_a:~~12=~II2- <?~ ~u& 6(</ ""/J/c-. ;t&/.:)/~)L.OC'j 10 A TfON OLD CONCRETE FOUND A TION (TYPICAL OF THREE) ROOF OvERHANG (\ "....! C", t , 'j NEW '3524 SO FT MEDICAL OFFICE BUIL[)!NG AIN FLOOR ELEVATION '3l] '\ ~ 11 II " II R FLOOR EI.EvLTiON Ph l 'fN ... .... u .~.. <"Cb '-", '. ' ,,) r< ~'" C 40 ~ , I ~ f,'-Ai.0"'P '----:/ r TYP. r--- MOTORCYCLE ! I STALL '3-12"x4'-0' TYP (2) BICYCLE RACKS (M IN (3/ BIKES EACH) ) . Ii ---~----r~ 1 . i ' : I ---j , ' . --::::::::t::::::~__~,_J-j / / / r",UMPS TER ENCL OSURE '2! 7'UJ x b'-6' h -.-.-- Ct-IAINL INK LE;'F,Si WI POSTS I HOL[) CreEl\ FiPE SLFEE Vf ii1 OPEN ~ CLOSED i /r i ----!II 30 .:' lIN t><1 : :10' FRONT I ARD SETbACK I s'E{;'7 ~ ,'S ~.I of- . ~Dp6 ,. ~ L,.I NiT O~ ?~I)~~ --;:11,.;:'(1 . (~11 2(;),-2(2) ~ . ~ 'IN ~ .... "". , I I I / J I / 3c<r~~/A! ~A):O 6(~ 3,.1," THICK COMPUTER ROUTED FOAM LETTERS 0/ac:o ;; J3 tI. +rzc.J4-r 'J" (])[l\1~ (PO ~]~ ['-. W~[[)O@[l@@\1 10 I Fl<<fo$e{) I}I! I/t 4U.D:"'~~ ~ ~ Ei1 t.. ~ f .- " f, f, ~ I- II ~- ~ HANSON t [: SIGNSIt'( ! Design Sales Po. BOX928 9~38 WlLLAMETIE MERIDIAN RD NW PHONE (360) 613.9550 SALES: GARY KELSTRUP SILVERDALE WA 98383 FAX (360)613.9515 a=SGN DOUG KRONQUISl [)l\lE. 3/8" = l' c9 (/2. C/.+1tE .,4 Uf5" OI<j~f>I-<- ~~LlJ6Y APPROVED BY 12 13 SF ANDREL GLASS - SEE WINDOUJ SCI-4EDULE PLA Tf ~.~~~~~~.~~~~~~:~~:~~~:~.~ / / / / / ,,- , , , , , '- .. " " " / ..' .~..~ ..~.,. / / MAIN! I- r2.1 ;1)0 JL,rtl f.31c). Et,6v+-l?uAJ LOWE! b A':l17\ _.111 _hi' ...__..,..,......", b l' / ~ =1 dlcV' ~ / /7 C/,,"A-G"",4 vc5" 01,/ /if ,'e.- ed,~L-(l(:,r f ~. J .' 'BIill.DI~GDmrcJ_T>A:BPJ.jICATION City o~~f~~k~~iltfngttJ1;~i\$J~~~:.:lt6i,~,:{2 o~5:~~~;;2;? ,:'FAX: (206}47 8.- 5278 .. APPLICANT: DOWNER 0 CONTRACTOR D OTHER: a?CD SITE ADDRESS:<i- 7/ 12:: C!1'{J1'l..<r 4LJe TAX ACCOUNT NO. mVNER:___@tS'otc,uD ;:;t~~!;/~~ ,Mp, ADDRESS: ?c, ltCI\{ 3' 1'l--__8w/!. _ _ _79' '3c_) '"l lONTRM.__--TOR: Hanson Sign Co. I Ine. CONTR.~\:TOR LfCENSE;! HANSOI*221Jl ADDRESS: P.O. Box 928 Silverdale, WA 98383 EXPIRATION DATE: 12-17-97 CO~T-\CT PERSON: Randy Hanson CONTACT PHONE It 360-613-9550_________________ D SFR D DUPLEX 0 MULTI-FAMILY D BUSINESS o OTHER:~~.~n-~n re IDJI I L. LI; U W I.t: . D GRAD I N G (y: .~> --=--_______ j . JUL2 7 1998 D ADDITION 0 OTHER:______________ BREMERTON "\[l_ !{E (it- WORK PRorOSfD:_J.lJ~~__7wQ_____~~_-.&~~~~;~1~~~~DE~~RTMENT ~AJa---3~---S5,J _7?~ ..;5~~~_ - -___________ -----------_mm__ ~SIGN 0 DEMO D MOVE BLDG. o MOBILE n NEW 0 RHAJR D REMODEL ~----~-..-_.__ .__u _~__..___"_ ___________._________.. ';')ljAFlE FOOTAGE: Dwelling: Garage: Decks: VALUATION SURCHARGES ENERGY: $50.00 STATE: $4.50 TOTAl FEES s 5'"700 -~ $ Applica[ions for which no permit is issued within 180 days follo\'ying the date of application shall CXpllC by !lmitatioD, and plans and other data submitted for review may thereafter be returned to the applicant en cleslfoyed by the building officiaL The building official may extend the time for action by the applicJIH f<)[ :, period not exceeding 180 days on request by the applicant showing that circumstances beyond the co[mol o( [ :lpplicant have prevented action from being taken. No application shall be extended more than once ! n ()Id,., [0 rene-w action on an appliG.ltion after e,-xpiration, the a plicant shall resubmit plans and PdY a ne\v plan reV1C\\ ie, .\t>PLICANT'S SIGNATURE: DATE: ~ I J 1 I j 1'.**M*M*MMMM**.MM'.*M*M.~.rM*MM**H~M*~M***MMM.M'.MM*M***MMMMMMM*M*** , RFC:F OJ P'l .***M*~M~M*MMM***MMMM*M***MMM**M***M***MM"**MMMMMM*MMM*****MM ~I'J PT Numbe" 9'10006? 4 Amall"\:' 65 · 73 0/ n'7l9'1 1 ~11 "B 'lymen\: Mot I,,)d I CK NIlt. t \ 011: HANSIlN S 111N CO 1" \ t I VW 1-' .... .. . ... ..... .. ...- .. ...... .... ." ............. ...... ,. ..".. . .... ...'" ...... ,... pc~r m 1 t Nt) ~ ?9.{)Si9'l TYPt~: S t m~ ~; I 111';1 PEHt11 T pa.'('c~:d No:, :~.\91.)600'a"OO1-"'1 \O<t, sitn Address: 7700 Cl.ARF AVE \ oC:,:it:i on : Cll.Yt1P J C Ht~n J 01. Of:~Y BL.DG (Ut'-lnEi~ C.DN~:rmUC"1 J ON ) Total FfH~I~: l'/'o..OH I '1 h \ s Payment 6~,. 73 '[ at" 1 AI L flmt.B' 65 .. ?~l Bi:ll. ;:;,ncftl ~. l04 ,1:3!::1 ~HH~ 1I:*,)f:l4:*r< '* )(:)(:M~ 1Hfll; 'It~. 1": lH(;.)I: * tHHHI: * lHI: .~)t .w:.)( l<: *)f:.)( 1HHHHI: lIr'10l::A *'14:)I\'~ * ~1f~1)l; .ii;.)oi\ l.OI:)I; fI, Mcount code Description Amollnt 16.340,1,:,00 (4,80) BUILIlING l'LAM OIECK r:r,~S 6' .2" ..,,,""'''''''''''' .",.".., ".."., .""".".,,,",.., ...."""..",....."'".,, ",." ,....,.... ".M."".""" ."'" . ...."...."..".,.. ."...,.,."....,,,.......,.. .... ,,," .,,,,,,,.. .., "..."""",.,,,'''''' ,,,,,, ..,.... "."...". .- BREMERTON BUILDING DEPARTMENT Inspection Report Permit Number: 0 q - 039 7 ./ Phone: Phone: - ~450 fry 1,---3 - 550 Inspection card/approved plans on site Setbacks Footings: required steel placement Walls: required steel placement Footings: required width & depth Walls: required size --- Special inspector (when applicable) Bearing soil (soils analysis if applicable) FOUNDATION COMMENTS: FOOTINGS APPROVED: ~~ ~/-f f WALLS APPROVED: FRAMING Electrical approved Plumbing & mechanical approved Crawl space access (min. 18 X 24) Floor joists and beams/proper clearance to earth Positive connections posts & beams Foundation vents Posts properly supported Anchor bolts: nuts & washers in place Mudsill: treated material Floor joists: size & span Beams/girders: size & span Notching & drilling: joists & beams, studs Smoke detectors: all required locations 1 Exhaust fans: where required Exhaust fans insulated: unconditioned space Whole house fan, outside air intakes each bedroom Fans terminating directly outisde Range hood Dryer exhaust vent All vent terminations: windows & property line Fireplace combustion air Windows: meets egress requirements Windows: proper U valve Windows: safety glazed where required Ceiling heights Stairs: headroom clearance - Fireblocking wall to ceiling, furred walls every 10' Stairs rise & run; proper width Fire blocking; stairs, soffits, lowered ceilings Fire blocking: tubs/showers Fire blocking: stuff holes top & bottom plates - Fire blocking: lids in void spaces, shafts Sheetrock backing Wall bracing Rafters size/notching Trusses: specs, bracing Attic access Attic ventilation Wall & roof sheathing Shear nailing Building dried in COMMENTS: APPROVED: Insulation: proper R value Insulation: proper fastening Insulation: vapor barrier Bottom plates caulked to floors Penetrations caulked as required Electrical boxes gasketed or caulked 6 mil black poly in crawl space ENERGY CODE COMPLIANCE COMMENTS: UNDER FLOOR/FOUNDATION INSULATION APPROVED: WALL INSULATION APPROVED: CEILING INSULATION APPROVED: -- ...---- Appliance clearance to combustibles Appliance loc<ltion and access, proper support ----- --,._---- _.__._-------_..._---_._.._.~. ---.--.-- ----~._--------------------------- Venting clearance to combustibles Venting size & support ----- -.------- --- ------ .-.---.----- -------~.~--_..- Vent termination Combustion air - --- ---- ----I-c ' Duels size & support Gas pipe unrler test -. -.-- ---- !-. . Gas pipe size & support Gas pipe underground min. 12" below grade -- --------------- ___4_ 1-----,--- Gas pipe within 6" or undergrounrj..coated Gas shuloff within 3' of appliance ._-~ ._-,- --- Gas logs damper permanently open Gas logs safety shut-off .-- ._------- 1--- Wood stoves EPA certified Wood stoves & fireplaces' Tight-fitling doors ----. ----- Wood stoves & fireplaces proper hearth Manufacturer's specs on site ---- ------ Chimney liner: when required Chimney' separate flues when required MECHANICAL COMMENTS: GAS PIPING APPROVED: .____FURNACE APPROVED: OTHER APPLIANCES APPROVED: DWV & water piping under test DWV: proper grade -'- DWV: proper sizing DWV: proper drainage fittings where required - ----- DWV & water piping: proper support DWV: required c1eanouts ~--~_. .- -- Vent termination All fixtures vented properly Water supply: proper sizing Shut-off valves on all fixtures - Water heater gate valve on cold water supply Vacuum breakers: where required ---~ f-. --- ----- Water heater relief valve drain to outside Water heater: siesmic strap ----- Water-piping insulated as required R-10 pad under water heater when required ---- -. Grease traps/interceptol s where required Proper indirect wastes where required PLUMBING COMMENTS: PLUMBING GROUNDWORK APPROVED: PLUMBING ROUGH-IN APPROVED SHEETROCK Proper fastening: nails-?" o.c. horiz. plane nails 8" o.c. vertical plane Proper fastening: screws-12" o.c. horiz. plane (1/2") screws-12" o.C. horiz. plane (1/2") 24" O.c. framing ---.- -- Proper fastening screws-16" o.c. vert plane (1/2") screws-12" o.c. vert. plane (1/2") - 24" o.c. framing --- ---- e-- Proper fastening screws-12" 0 c. horiz. plane (5/8") screws-12" o.c. horiz. plane (5/8") - 24" o.c framing --_. - Proper fastening' screws- 16" o.c vert plane (5/8") screws-12" oc. vert plane (5/8") - 24" 0 c. framing Area & occupancy separation walls -- --- -- Draflstops where required -- ---- Usable space under stairs (5/8" required) Waterboard where required (not on ceiling) - - --- ._--~ Corridors -- COMMENTS: SHEETROCK APPROVED: Energy code requirements met, exhaust fans Plumbing & mechanical -------.. Garageldwelling door self closing solid core Smoke detectors where required ._- ---- ---- Handrails & guardrails, as required Fire ratings maintained .-- f---- . -------- .'-------- - Exit signs when required Emergency lighting when required --- --- Occupant load posted when applicable Bllilding weathertight --- . ---.- Wood siding to earth separation (6" Building Address posted .--.-- ------- --- -- Radon monitor when required FINAL COMMENTS: FINAL APPROVED: [!Ijbank@ ;;17 0 0 c I aY{_.~ .~' SOUTH PUGET SOUND BUSINESS BANKING WWW0511 607 Pacific Avenue Bremerton, WA 98337 360-478-5431 800-792-6497 360-478-5404 Fax September 2, 1999 J' The City of Bremerton Attn: James Coombes, Planning Department Fax # 360-478-5278 ASSIGNMENT OF FUNDS IN LIEU OF BOND THIS ASSIGNMENT is for ensuring completion and guarantee of the assignor's construction of a building located at 2700 Claire, Bremerton, WA (construction permit # 99-0022 ). The undersigned David F. Gallardo, does hereby assign to the City of Bremerton all right, title and interest in funds in the amount of $15,000 held in account number 253550479534 at U.S. Bank in the name of Westsound Professional Properties, LLC. The City is hereby authorized to draw upon the funds in case of the occurrence of any of the following events: 1. Failure of the assignor to complete the project in accordance with accepted engineering practice, 2. Failure to comply with the project plans approved by the City Engineer and the Director of Community Development; 3. Any failure of the assignor to comply with requirements imposed by law or by any governmental agency with jurisdiction; 4. Failure to complete project and obtain final approval from the City before September 30, 1999 The City is authorized, in case of the occurrence of one of one of the described events, to draw upon the account to complete the project, correct any defects discovered, pay required costs and fees, or do any other thing require to bring the project to timely and proper completion. The City may, in addition, withdraw funds deposited until an affirmative, written release of the deposit is received from the City. '.' ~ If the City draws down part but not all of the funds held by the Bank, pursuant to this assignment, any residual funds shall be released to the assignor upon written release by the city, but subject to any lien filed by the city for monies owing the City for any reason. 4' EXECUTED this 2nd day of September, 1999, for the Assignor: Westsound Professional Properties, LLC. "J 1 / / ACCEPTANCE The undersigned warrants that he is authorized to execute this assignment of funds for the Bank; that the accounts named has the require funds in it; that the bank accepts this assignment and all the terms contained in it; and the funds will be held until either drawn down by the City in accordance with the assignment, or a release, in writing, is received from the City. ACCEPTED, this 2nd day of September 1999, for U.S. Bank, National Association. BY~~+- Jj~\- David F. Gallardo,Vice President APPROVED, for the city of Bremerton, this _ day of September, 1999. By: Attest FROM PHONE 1'10. 2538535921 Sep. 02 1999 03:09PM P1 ...." "' ,~-J:->< ~ This Vendor ND_. Contract NQ. and Accounting Cost Code No. musl appear 01'1 all Invoices. Vendor No: YAMAMOTO Connel No: 99446-1020 Code No: 2900.00 '"S' ProJect No: 99446 This SubContract made and entered Into by and belween'wpC. Inc.. doing business In PIerCe County, Gig Hart)or. WA, lwnlnafter refen-ed to ~ .COn~ and . - ~ WPC, Inc. 10421 Burnham Dr. NW (98332) P. O. Bo~ 1728 Gig Hamer, WA 98335 (253) 851-9309/ (253) 851-6475 (fax) Subcontract Page...1 .' Yamamoto Hydroseedlng & Landscaping Inc. 5765 Sidney Road Sw Port Orcl'lard. WA 98367-9392 (360) 876-100.91 (380) 895-0315 (fax) hereinafter teferted k) as .Subcontractor" contact: Terry Yamamoto WITNESSETH: That, tor1he COflsldemtJons l'Kn1n contained, Ole Contractor and SUbcontrac:*)r Cl(MWml_ and agra as rotlows: ". . . . . ORIENTA'T10H: The SUbcontradDr ~1O f&a'l'\lsh all material and perfofm all work as delIcribed In D~nd~m ~r West Sound Professional Propertf$$ P080x319 Bremerton. WA 98337 heNtlnafter allled .,. "Ow.,et" for the construction of Olympic RadJology SuperIntendent: Jon DeMars 2112 Oare Avenue BnNnerton.WA 98310 hereinafter called !he "p~ according 11:1 drawings and specifJcatlOflS pnlpared by Rice Fergus Archltec:ts 262 Fo\u1h Stnlet 6remerton. WA 983a7 nlill'elnafter called the "Ard1itlild" as listed below: C()NTRACT DOCUMENTS & GENERAl- REQUIREMENTS; A. Thl& Subcontract. . B. Extalblt "A"'" lhe SUbconlnilc:t 'ndllmnlflcalion" dated "Jan~ 1. 1998" aUached t.ereto. Exftiblt "S"IO the SUbconlnld "SuiJcontractorlSupphr UsIIng dated "JimUiIIY 1.1998" attached hereto. DESCRIPTION OF WORK: Materials fl:) be f~ished and the work tl) be done by the Subocnhdor consist of PfOV)~ landscaping at the Olympic:: Rad~101J)' project In Sremerton, WA. Work II;) include plants. mpGOil. bark and hydtOseeding as rvquired, Excludes sales tax and a sprlntder system. Priee -for U,ls work 1$ $10,958.00 per Yamamolo quote of 214J90. . . . Work kI bo accomplished late AiJGusl, 1009. Contad Jon DEtMam. WPC project suptlIrintendent.1o 8t1'$nge sc:hGduling. . . . . . . . PRICE: ConCracWr ~rettS to pay the Suboontrad'or for the performance of h. work. the $I.Im of LANDSCAPING Total Ten Thou$and. NIne Hundntd F~fty-EJ9ht 8I\d 00/100 DoAf.... SalGs. Tax: sales Tax Is not Included In thJs Subcontract. . 1 lvlL-L- No-'f b VA-P-AN.-(~ L-ANj)~t.A P IN&- \..v'r-rH OV"l A N l~' ~A"'fl 0"-1. ~ 'I qf"~ 71 10.958.00 ~1o,958.00 ;J... 2-g-;:J~ /, r.'... " .,','". '-..::":: " PHONE NO. 2538535921 Sep. 02 1999 03:10PM P2 ~ ,V ".-",<:, ~ Subcontract WPC. Jnc::... 10421 Burnham Or. NW (98332) P. O. Box 1728 Gig Harbor, WA 98335 (253) 851-93091 (253) 851..a475 (fax) For: Olympic Radiology 2112 Clare AV$IlU9 8r&mertDn. WA 98310 Page...7 or lolss of profits except lot suM addlUonal oompernoadon as may be approved In writing and paid by Ihe ownef' or conlractlng ag4Jncy. 28. The subcorrtractor shall furnish such manpowet, materials. fadliUes. and ~ulpment ana shall work such houl"G. lJlclucing night stUb. Qli8rtime oparatiofls. Sundays, and HolldayJ?, as may be neceAaJY to Insure 1M prosecution and completion of the wort. In aCCOtdanee with the appmved and CUllMtly updated prograss schedule. If in place work fBlls blJhind the current updated and approved bar chart $Chedule and it becomes apparent Irom the current schedule that the work wiU not be completed wfthin the contract time, the subcontractor agrees that It wiR. as necessary. take some or all of the falowing actions at no addiUonal cost 10 the General Contracior to improve its progress: ' a) InCI8ase manpower in such quantitle6 and Cfafls as will substantially eliminate. the backlog ofwork. b) Increase lhe riumber of worl<ing hcuc8 per shift, $hills pee' wodclog day, wo~ng days per week. or the amount of equipment. or any combination of the foregoing, suffidenUy 10 subslantiallY eliminate, the badclog of work. .' . c) Reschedule adMIles to produce the maximum praQic:al QlnclITence of actiVitle&. Additional cost claIms due to WPC reQuested overtime work must be stJbmltted priorto commencement of such work. A method for estimatlng these coati $hall be agreed upon bebNeen WPC and subConIraCtOr prior to 5ubcoJ1\;r.llctQr (:Ommenc:ing work on the project. . 27. As-bull drawings are located In the WPC field offlce and shall be ~ weeldy by each $Ubcontraaor. Updated drawings are a concltlon for payment of monthly draws. 26. It is mandatory that !he suboontraQor have complete for WPC verification, aD required O&M mMUaIs by 50% of pre'ect compleUon. Final payment will not be tAUed without c:omplete O&M manu.. 29. &ibContraclnr will do a pnl-pl,.lnch list and any items to be oorreet9d Will be completed prior to final nMew. Upon CQmple60n of the Items on the list, a copy verified by subcontracrs quality contlOt inspector shaH be submitted to WPC's field offial. 30. Follow up lmpectlons of In p&ace work wBI be by WPC. Anal inspedion will be by WPC only, <I8er notification by :wbc::ontractor 1hat the work is compfete, InslalJed per plans and speclflcatJons and ready lOt Inspection. ' 31. SubcontractcdSuppf1er agrees Ulat to the extent Subcontl'adon'Supplletls due proceeds on the ~ Sub<:ontractlMaterlaJ Contract. those funds may be U$8d to off-set any obligations $UbcontradOrISupilIjer , owes WPC on any oUl~ WPC project SUbconlt3dorJSuppller further agrees to the l!IxteI'It Subconlladorl Suppler is due proceeds on any clher SubcontraclJMaterial Contract on aI!)' other WPC projed<.s). tho$e proceeds may be used to off-set any obligation which Subconftaclot/Suppller owes or may owe \\'PC on the present project. NOItring In this clause shaD In any way giw Subcon1rad'OrlSupplier any cause of action Of right of recourse of any nature whatsoever againSt WPC. ,. . "/,;.~~.~ 'j.," ::>..t:'.. {J~'''; ~ " .' -~ J .;. )1~ . , ~,~ dl;?r~:r!,\:~",,~~j' ,;' ,':\;'.;;:< .:: :.C\:; ',.: - ,.. . ,,~. ._ .t. ,""'..' , ., .-.... . ~....... .......... ".-. ~...-._-,. .., ":_'~: .,':;~. :,~;::'~'~ ~~~.J!.~~ .;".'}:q.....(.,~)/~ ':'. ..~.:....~::.~ ':~. :~';:;:f'.~~~\"{~~'f'~.~~' '~~ ..,\'~'~r~ ),{..~,:I.:;~~: ~.:..1~ _..'LC:'~~~.?R:~?~()k~;~;~:~~:~~.~7~.~.~._,.~~ .:..~,~~;. '. - ..... ., ., . .. ""."0_'... __".. " ;c: ./.'1' 'i~ '~;'cr, ;'~:i':"~'..: ;.' ~'.:.;~ ;-,i.~ ,....~.. '. ~. " . SIGNATURES ~,' '!;'~ n.~,:-Ih" ~~~~ have exec:~~d ~;I,sSubcontract this date of July 19, ~9Q9. Yamamoto Hydroaeeding & landscaping Inc. WPC. Inc. b't0 ~ by: ~ ~ '1.C-jo<...~ ~ ./ / Wade Perrow Date: 7~ ~::.. ::;:p' Project Manager " ~", ; . ....'4 ~ 'I BREMERTDN PERMIT CENTER 286 4th Street; Byemerton, WA 98337 . Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT . Job Addr: 2700 CLARE AVE . L"t:lcat ion: OL YMP I CHAD 1: DL.OGY Pi:lrc:el No: 39660()~~'.'OOl""'1106 Perm it No:: 99"'''002~? 5t atw.:l~: r SSLJl::::I:l (\pp 1 J eel: Ol/l:?I1999 Issued: 03/26/1999 Expires: 09/22/1999 Appl icant:: WES':r SOUND PHOFESSfoNAL. PROPERTY692","B450 PO BOX 819Bf~EMERrON WA 9f3::,37 '\ \ \. Owner: WEST SOUND PROFESSIONAL PROF~RTY692-B450 PO BOX ~119Bf~EMERTClN WA 98~:j::r7 Contraotor: UC')~ Y--QJV'~ L.:i,c ~: Exp: Subc:ont r :: Desc;: NEW DIAGNOSTIC I~ADIOL,OGY FACJ:L,lTY (APPROX 9900 SF) ********************************************************************************************* V "[ t' fJ . i I"" r'j '''Ie) 1 t'I;' "I"~' 'I C" 'I 't If'" ""., '7' "7<') 0 L .' a, \Jet': Ion'*- erml,: ."ees: .:: ,.::, ",),.1 0\:8.. A:LGU.l.i:i ;ec "ee: ~, ~ ,t... Jr,) 687,357.00 * Plan Check Fees: 2,146.01 Additional Fees: .00 * Other Fees: 324.50 Total Permit Fee: 5~772.06 ********************************************************************************************* MECHANICAL/PLUMBING FIXTURES--- ********************************************************************************************* 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 responsJ.bili,ty of the permit holder. not the City of Brernerton or Building Official to see to it that required inspections are made. The permit holder must notify the Building Official when ready for inspections. Failure of the permit holder"to notify the BuildinSI"tlfficial 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 conc:ealed 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 respons1bility or liability connected with the cO~jstruction. 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 wili be complied with whether sped fied 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. Signatu.re:_~Jl~_:L~~~~~te: ___2::_~_::?~L__________ I certify that I am exempt from the requirements of the state contractor.s registration law, under Section 3, Chapter 126, laws of 1967. S i gnat ure: ~'_."~"._''''''---_..--____.'''.'.__'._____~.'__J. ___....____....,.__... Oat e: __._________________..__ _________ *************************** ~ ~ P~rrm j t Cent er ~'-'Appr oV€ld By r. ..", ,.,,,,,...,.,, .."."",.....,." Dat e : ..".",3.~,.Z~"H..:~....1,,, , ....,r, BREMERTON PERMIT CENTER 286 4th Street, Bremertong WA 98337 Phone: (360) 478-5.275 FAX: (360) 478-5278 Job Address: 2700 CLARE AVE Location: OLYMPIC RADIOLOGY , A ~.;~ *:I:~ T' A c: c: t N (:):l ~::~ 'r~) t;) () () :::J ."" ,) () l ""~~. 1 (, t,;) Building Permit No: 99-0022 Sti;'itUf.:~: ISSUE::D Issued: 08/26/1999 Expiresl 09/22/1999 It('::'lm :: J t em = :[ t (':~~m :: Item :: Item :: :rtem :: I t (~:~m :: Item:: I t (::~m:: I t 6i.~m :: I t (~:~m :: I t !:':~m:: R I:::: (;~ U I I:~ ::::: D INS P E C T ION S 02900 CONCRETE STRENGTH 0:::1000 WE:I.."D I NG 0~;:~600 O'rlmIE::I:~ 01100 FOUNDATloN-FocrrINGS 01200 FOUNDATION-WALLS o 1700 FI:~AM I NG 01 HOO I NSUL,Ar I ON 01900 SHEETROCK NAILING 02150 CROSS CONNECTION CONTROL 02500 LANDSCAPING 02701 FINAL--FIRE 02700 FINAL--BLDG Wi. Delpt :: D(~':'lpt :: D(:.)pt = D ~::,) p t; :: Df.':~pt :: Dept :: D~:~~pt :: Dept :: D(~~pt :: Df.~lpt :i D6::~pt :: D(::~pt :: "I"E:S'T' I NG 'T'E:S'T' I NG BL,OG BI.."DG BL.DG 1::3L.D(:~ BL..DFi BI...,DG CI:~Cl!:i;SCC PI.." ANN I Nl:~ I:::' I I:~E:: BI.",OG D :1. v i f.':~ i on:: D:l.v:1. f.~:1. on:: D:lv:l.s:Lon:: D:1. v:1. f..~:l.on:: D:l.v:I.*:,~:i,on = D:I, v:1. ~:~i on:: D:I. v:1. f.~~ :1, on:: D:1. v i ~;~ :1, on: D :1. v 1. ~~:1. on :: D:1. v:1. *:(~ :1, on :: D i v:1. ~:~ :1, (In :i D i v:!. *3:1. on:: ***~~***************************************************************************** TESTING: Must-be recognized by the Washington Assoc1.ation 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~ Bremertcn/K1tsap Health District 478-5235 ALL INSPECTIONS PERFORMED BY THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE 1~~I~M'I'.I" (~I=N"r'I=I~ (0~(')) 4'7"Cl-~?'7'~ I;".' ,. tot ,,,. .... '\ , \,,) t;;) . ('" ~,,).(... ...) I' ********************************************************************************* I").......m'.'l. 11.1 "lx;,", I.' ~ ~ ~ " I;',~ I .I.. ". U " t. (':. Y .:..fIJ _ \ rA . j) c' '1 ("I n "i t. II Y' ~.,',\ " (:..J!.1 wfl..u.. fA ~l'/ . --- ..)" .:: I. " .' . """"". ."......". ",."",.....""_",,......:;::,l,. ". ..."""'"......"",,.,,....,,~, . "'F:.."."..~..."."." ....""...,,~ ~ -21 --crt:: Dat f.:l:: .."...""'....,..."...".."~,,.,, ,."-7....,,,....",,..,,.,,,.,..,,....,,,,, ...""", \-'\. =~=::==::~::~===:=:==::~~c:==~==~==:==:~:::====~:*:=~:=:~:c::=~m:~==!===~:~=:=====~::::~:~~~=::::===:==:=:==;:~:~~=:~~:=~:::~:~==:~=~:~ BREMERTON PERMIT CENTER PERMIT CONDITIONS Peymit No: 99-0022 Pa~;If.:1:: 1. :===:==~~:=====:::::==:==~:====::~==~::::::==::=::~:===~:==~=~::===~:~=:=:=:==~===::::~:~:::m:=::~::~~:~===:~::==~:=~:::~=::::~~~::~~~:=:~ Job Address: 2700 CLARE AVE Assr Acct No: 8966008-001-1.106 lrn~atlon: OLYMPIC RADIblOGY Applied: 01/12/1999 Approved I 08/28/1999 Issued= 08/26/1999 Applicant: WEST SOUND PROFESSIONAL PROPERTY Owner: WEST SrnJND PROFESSIONAL PROPERTY Cont '(' act 0'1" :: Del:.~cY' i pt :1. on :: NEW DIAGNOSTIC RADIOLOGY FACILITY (APPROX 9900 SF) Cond:1. t :l.OTH\~ :: 1. CROSS CONNECTION CONTROL (1) Domestic service to provide protectioh by installation Qf an approved reduced pressure backflow assembly or assemblies at the point of entry to the facility~ with T') (") ('" '''' T') T~ -..~ ,'" '1" ,I C") T" ,~" ...,'1 J C) w,::,\("j I' r') to" 4.. '1'; (,:., '," m (") 'f' .1.. '~'l -.,'., .... '," ,," '.~' m 1")'1 Y , ., ,,1"',1 .\;",,-,,1 ~ J. I' \,,) (.~ ,. .. I ... " ,,4 .. "-... ~t ...t1. .. ~, I r;,. c;~~,>......~.... ..... Ii (2) landscape irrigation to provide protection by installation of an approved double check valve assembly or assemblies at each connection to potable water. (~) '1=.,'y.(."'IT')D ,,"f: .~)F)'I'I'(~.I")'I_ '\"(") 1")~(")V/lc'j(. 1'~~).(.(~.'I(")T'1 t..)y . ~;;) ., ,,' .. .' If.., P ., C.",.. 1" .. .. ", f.4\ " .' rr.... 11 ,,, ..,.. ..., h' to I \j, \, ,,' ..I '" ., " " installation of an approved double check detector assembly or assemblies at each connection to potable water. 2. ,SU8JECT TO THE CONDITIONS OF SPECIAL USE PERMIT SUP98-0014. 8. a. Fire flow and hydrant installation to UFC. 3 hydrants req. Wi 2750 GPM and spacing to UFC. ,b. NFPA 72 24 hour monitored fire alarm system requiredto I..H::'C a.r'ld HMC. Cl~ Krl0X t)OX key loc:k l:)c:)x reql,J~.reci tel BMC~ d. 2 Hydrant storz adapters and reflectors to BMC req. .(~:'l II E: x :1. t f.':~ t C) l..Jf]C~.o f. Exit and emergency lighting to USC & I..FC. g. Access roads within 50~ of all portions of building. h. Premise ID Minimum 6 inch address numbers. i. No combustible ~:l'toY'af:;'€~~ in cy'awl space. l..W:'C 110::~. J. Building does not meet code req. for incapacitation of patients. (I occupancy) k. Recommend fire sprinkler system for life safety and to meet I occupancy Y't::.)qu i n~)m(:~!T'lt ~\~ . .1. Fire sprinkler systems to NFPA 18 will gain fire flow benefits and potential insurance benefits. m f::. .,' Y.t...., 'I., X .1" .,' T'If'I' I '1 t.., L.\,""y, ,," '\" (") t Jf::'('" ,\~'t. ....T'l(..!...'y. ("!':' . fj .. ,,' ~."f' l, ,. .j: ',,I, ., f.) I \,',,, '.." f;. .. "I ....) (,;i\ ,. (.;a, .. \..'S n 4. C R 0 S S CON N E C T ION CON T R 0 l NOTEI ALL APPROVED UACKFLOW ASSEMBLIES MUST BE ON THE Cl.H~F~ENT WASI...1I NerrON STArE: [n:::PAI~"rMF::N"r OF' 1".jE:AL."n".1 APPHClVED ASSEMBL.Y L.. I ST AND Ml,H;;i'f 1::31:::: "rEST'i:~:D A'r 'fl"'II:;:: ''1'' I ME OF' I NSTALl...."... ATIONj WHENEVER MOVED OR SERVICEDu AND ANNUALLY. TESTS MUST BE PERFORMED BY A CERTIFIED WASHINGTON STATE BACKFLOW ASSEMBL.Y TESTER. TEST REPORTS MUST BE SENT TO BREMERTON PUBLIC WORKS AND UTIlITIESu ATTNI CROSS CONNECTION CONTROLu ,;l ==:~:~::=;==!===::=::~:=::::~:~~=::::=::::=~:::~::~=:::::=:=::=:~l:~:::;===::=:::::=:~==:=:::::~=m::=::::::::==~=::::::::::=::~::=:~:~::~:~::~~::==::==:=::::::=::::::::::~::::::=~:~::~~ BREMERTON PERMIT CENTER PERMIT CONDITIONS Permit No: 99-0022 P;;'$.!;;le :: I"~ It::. :=~===:=:~:==~:::===:==:==~:===:=:::::::::::::~::=:=:=::~:::::===:::=::~:===:=:::::::::=:=:==;:::::==:==::::::~==:~::::==:==::::~:::::==:::=:::=:=::::=:~===:=:===~= 100 OYSTER BAY AVENUE~ BREMERTON, WA 98812. 5. SEPARATE PLUMBING & MECHANICAL PERMITS REQUIRED PROVIDE SPECIAL INSPECTION REPORTS TO DCD AS REQUIRED ON SHEET S1. WABO CERTIFIED WELDERS REQUIRED. 6. E N GIN E E R I N G A. ENGINEERING SHALL BE CALLED FOR INSPECTION OF THE INFILTRATION TRENCH P*tOR TO PLACING ANY PIPE OR DRAIN 1:~OCt\ . B. A RIGHT-OF-WAY PERMIT IS REQUIRED FOR ALL WORK IN THE R-O-W~ INCLUDING THE DRIVEWAY CONSTRUCTION AND THE SEWER LATERAL CONSTRUCTION. C. ADDRESS SHOULD BE CORRECTED TO 2700 CLARE AVENUE. D. DO NOT UTILIZE CURB INLET FOR THE STORMWATER OVERFLOW RCll..J"l"I:::: . CClNNE:C"I" I ON ''1''0 "I"HE: S"I"CH~MWA"I"I:::R SYS'l'E:M S 1',,1 AI.." 1.." BE:: MADE AT THE MAIN UTILIZING a-INCH PIPE MINIMUM. E. THE SEWER LATERAL SHALL BE MOVED TO THE WEST AND KEPT OUTSIDE THE INFILTRATION TRENCH. F. UTILITY FEES & AS~~SSMENTS MUST BE PAID PRIOR TO HOOKUP. P~::lr'm:tt 1"'I~:I(::lr'~i:'~ k ~ ~ S:i. 9nat UY' ;::r..",.,,,r:!:J,,0.::~""'''''''''''''''''''';:~~:c,,;~,J.f.:..~,,J,,,,,,,,,..,,.,,,,,~..,,""""'"'' ..""", n 'Ii t' f.\ 3 - 7..1J. 111 .. (. ~.., "'" ,.", ..." "." ,.", ..,,- ,,_.. ,..,. ,.,,, t..! ..." "'" ,,," ,.." ,..;. ~~! . , ' J"" . . 8REMERTON,,~l~.Il~DING D:.PARfMENT ~ 0 v' (p r/~~ 1If'!'~. .'~ _ Io,."ect.oll ReI"" t ~ _ OO~ .'!f'v ~ Scope of work:_..!fev~ diasnostic ra<!~ologL~?..s:_ili!JPermit Number:22-Q022__.._.__._~L.__Q~ 3 Address:_ 2702 Clare Ave ___.----.-.--.--*~ Owner:~E3_st Sound Professional Property Phone: 692-8450 ._._____~f<}1 Contractor: Wade~__ r eft' ~____..____ Phone:_ -..-------.." ".--.. FOUNDA liON Inspection card/approved plans on site Setbacks -~..._-_.__. -- . - ----~ Footings' required steel placement Walls required steel placement ---_.__.~ .. Footings: required width & depth Wa!!5 required size .. ---- --. -- -- Bearing soil (soils analysis if applicable) Special inspector (when applicable) -"~_J~ COMMENTS: ._-=-=~-=.=:~ ----....-.-....1 --...-------...~~J FOOTINGS APPROVED: crf1/~ WALLS APPROVED: ~-Z-'---'---"-'- a/x )':/1 ..fji__.__. ~ 1'40 !q4 . I I FRAMING ...... Electrical approved .. Crawl space access (min. 18 X 24) .. Positive connections posts & beams .-. __h__ Posts properly supported -- Mudsill' treated material -_.. ..._-- Beams/girders: size & span .---. .--.-.-- Smoke detectors: all required locations -----_.. ---_.- Exhaust fans insulated: unconditioned space ....--.- Fans terminating directly outisde --.-- ---.- Dryer exhaust vent _._---- ~--- ._.._.._~ Fireplace combustion air ----- - -.-~.."'- Windows proper U valve ._----.~_. .-------- -- -----.- Ceiling heights --- - -~.~-- Stairs rise & run; proper width -. ._._~_._.. Fire blocking; stairs, soffits, lowered ceilings --'-~--~ ---..----- .-- -.--., Fire blocking: lids in void spaces, shafts --- --- Sheetrock backing --- -- Rafters size/notching Attic access -- -- Wail & roof sheathing ---- .-- Building dried in COMMENTS: .f.--x+- 5~ A-tf...) I · ~. ; ).-.-. APPROVED: ENERGY CODE COMPLIANCE Plumbing & mechanical approved ---------- Floor joists and beams/proper clearallC'~ to earth Foundation vents Anchor bolts: nuts & washers in place Floor joists: size & span Notching & drilling joists & beams, studs Exhaust fans-:~her~~qUired ..______=_=.:~I' Whole house fan, outside air intakes each bedroom -----_._-_._-----.._-----~-_._---._,._- Range hood --.------- --~---_.._-- All vent terminations: windows & property line --- ~---,-_.__.__.._---,_.__._---.-_."'_.._-_.-..._-,..-_._..--" Windows: meets egres!:' requirements -- --- _...._'^-_.._._-------_.--.-_.~._..__..__._._-,. Windows: safety glazed where required ___.~____......,,~._______,........_.~_R+>__'_ ,_.,._. stairs: headroom clearance -. -Fi'reb;(}cking: waIl1O(;eilirlg-:flirred walls -every..f(i;......_..._~.- __ ___ .______..__._.___"__._____._,. L'_'_"_~"'" Fire blocking: tubs/showers -.. Fire blocking: stuff holes top&-b~-ttol;)-plates...-..---....-.---. ~_____..____..._.L_____._~.. Wall bracing ----------.----- Trusses: specs, bracing Attic ventilation Shear nailing --~=~=~:~.---~.~~.:~~..:-l . .__... ._____.,.__._..1 p/L h, r'Su!~ ~'1 -------.......,--..-- "f 7' /l'v/P:< Insulation: proper R value Insulation: proper fastening Insulation: vapor barrier .. _~.?ltorn'plates cauiked to floors--=-=_=- ---- --- - Penetrations caulked as required .I:.'.~ctric.:.~..~oxes ga.::.~~ed o~_.~au'ke~______ I 6 mil black poly in crawl space . COMMENTS: UNDER FLOOR/FOUNDATION INSULATION APPROVED: WALL INSULATION APPROVED:_______.CEILlNG INSULATION APPROVED~ ,.-' - Appliance cieal ance to combustibles Appliance location and ~ccess. proper support ---.-.------. _.-._-,-- ---_.-- Venting: size & support Venting clearance to combustibies -_._---~- ----.-.---- --_. -com-bustion air - Vent termination ---.----- -.. -'---'--- Gas pipe under test Ducts: size & support - -- -.----.. Gas pipe underground min. 12" below grade Gas pipe size & support -- Gas shutoff within 3' of appliance Gas pipe: within 6" or underground-coated -- Gas logs: damper permanently open Gas logs' safety shut-off -- -- ".-- Woodstoves & fireplaces: Tight-fitting doors Wood stoves EPA certified Wood stoves & fireplaces: proper hearth Manufacturer's specs on site Chimney liner: when required Chimney: separate flues when required MECHANICAL COMMENTS: GAS PIPING APPROVED: OTHER APPLIANCES APPROVED: FURNACE APPROVED: DWV & water piping under test DWV: proper grade DWV: proper sizing DWV: proper drainage fittings where required DWV & water piping: proper support DWV: required c1eanouts ---- Vent termination All fixtures vented properly Water supply: proper sizing Shut-off valves on all fixtures Water heater. gate valve on cold water supply Vacuum breakers: where required .-- Water heater relief valve drain to outside Water heater: siesmic strap --- R-10 pad under water heater when required Water-piping insulated as required - Grease traps/interceptors: where required Proper indirect wastes: where required PLUMBING COMMENTS: PLUMBING GROUNDWORK APPROVED:~ 5 If /1, PLUMBING ROUGH-IN APPROVED . SHEETRbcK Proper fastening: nails-7" O.c. horlz. plane nails 8" o.c. vertical plane ~--- Proper fastening: screws-12" o.c. horiz. plane (1/2") screws-12" o.c. horiz. plane (1/2") 24" o.C. framing Proper fastening screws-16" o.c. vert. plane (1/2") screws-12" oc. vert. plane (1/2") - 24" o.c. framing -- Proper fastening screws-12" 0 c. horiz. plane (5/8") screws-12" o.c. horiz. plane (5/8") - 24" o.c. framing Proper fastening: screws- 16" oc. vert plane (5/8") screws-12" oc. vert plane (5/8") - 24" o.c. framing Area & occupancy separation walls Draftstops where required Usable space under stairs (5/8" required) Waterboard where required (not on ceiling) -- -- Corridors COMMENTS: SHEETROCK APPROVED: FINAL Energy code requirements met, exhaust fans Plumbing & mechanical Garage/dwelling door self closing solid core Smoke detectors where required ---- Handrails & guardrails, as required Fire ratings maintained Exit signs when required Emergency lighting when required - Occupant load posted when applicable Building weathertight Wood siding to earth separation (6" Building Address posted Radon monitor when required COMMENTS: (LIof ((&-14 -- Sq. / - ./7 /1') A rI- rr 5'./77 r~ ......, 'r./ , f / o/~ '1/8/11 ( FINAL APPROVED: ..' ~, .. . BREMERTDN PERMIT CENTER .286 4th Street., Bremerton., tJA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT Job Addr: 2700 CLARE AVE Location: OLYMPIC RADIOLOGY Parcel No: 3966003-001-1106 Permit No: 99-0022 Status: ISSUED Applied: 01/12/1999 Issued: 03/26/1999 Expires: 02/09/1900 Applicant: WEST SOUND PROFESSIONAL PROPERTY692-8450 PO BOX 319BREMERTON WA 98337 Owner: WEST SOUND PROFESSIONAL PROPERTY692-8450 PO BOX 319BREMERTON WA 98337 Contractor: WADE PERROW CONSTRUCTION INC 360-851-930Lic #: PO BOX 1728 GIG HARBOR. WA 98335 Subccmt r :: WADEF1lEXP 0:3/01./1.999 I") ::,'1':' "':: NI:::'W ''') 'I' A" ('::N(")C"I" 'I' ('" 1:'lA" I") 'I' (")1 (")(:'.'Y I:::'A, {'" 'I'j 'I' "I"Y (A"I::JI::JI::l(")X <:)()(')(') c'I:::') " L,,,,(,, '''' "" ,. ",,,) ",,' '\ """ ,.., " ,. ,,'" '''''' \ " 7 7 " .,J *************************x**x**********x**xxxxxxxxx*x***xxxxx*x*xxxxxxxxxx*xxxxxxxxxxxxxxxxxx Valuation x Permit Fees: 3,301..55 Total Calculated Fee: 5,772.06 687,357.00 x Plan Check Fees: 2,146.01. Additional Fees: .00 x Other Fees: 324.50 Total Permit Fee: 5,772.06 xxxxxxxxxxxxxxx*xxx****xxxx*xxxxxx******xxxxxxxxxxx*x*xxxxxxx**xxxxxxx**x*xxx**~,x**x**x*x**x MECHANICAL.lPLUMBING FIXTUf~ES=' ~ l/J ; ~Y\. ~ FI LG ~~C. pl~-1 . , \ <6~\q,-~c:y Gl \ *xxxxx**xxxxxxxxxxxxxxxxxxxxxxxLxxxxxxxxxx*xxxxxxxx*", ,*xx*x*xxx*xx*x***xxxxxxx**xxx*x***x**~ This permit shall become null and void if the build:ln9 or work-1:uthorlzed by this permit is not commenced within \ ~8~,~~y~,f~~m.the ,~a\e.~f :uch,pe~mit~,o~ if,t~~B ~~il~i~~ ~r wo~k ~uth~r~zed by Buch permit is suspended or \ dbaTldunr:.d fit dny tJmr:~ l:lftcr thL wurk IS commr:.Tl('I:,d fur d pt:.'1"lod of IBO ddY,~. t \ NOTICE - It is the responsibility of the permit holder, not the City of Bremertcm or Building Official to see to it that required inspections are made. The permit holder must notify the Building Official when ready for ins~3ctions" Failure of the permit holder to notify the Building Official of required inspecticms may result in the stoppage of the work until 8w~h time that the permit holder can substantiate to the building official that the ccmcealed work meets or exceeds code re~Jirement8. 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 respcmsibility or liability ccmnected with the construction. I hereby certify that I have read and examined this permit ar~ know the same to be true and correct. All provisions of laws and ordinances governir~ this type of work will be complied with whether specified herein or not. The granting of a permit ~Jes rnJt presume to give authority to violate or cancel the provisions of any other state or lc~al law regulating construction or the performance of construction. Signature:_____________._____________________________________ Date~____________.__________________ I certify that I am exempt from the requirements of the state contractor'B registration law, under Section 3, Chapter 126, laws of 1967. Signature:__________________________________________________ Date:_~_____________________________ * 'x ,x' ,x' ,X')(, ,x,.)( * ,x' x .x,.x ,* 'x .x' ,x' ,x' 'x * ,)(.)( * 11: .x' )(,.)( t . / ~ (?j " . , ,/ ,,, "\",."", h",,, ":, "I '; II " '; '" (o'.~\:: i Y {:;? l/ Pf.H m.l. L l.A::Hl L ~::)'I' ''''''''''App'l' UVt.,(J 13>"", ,,,,..,,,,,,,,,,,,,,,..,,,,,,,,,,, "" ""'" ''', ''''" ",," Uti L ,,' ,,,,,,,,/,,,,,,,,...,,,..,,,,.,,,,,,,,,,,, ",""" '"" \ \ \ I b~~ ,; ~ ;t;:?: .. ~..: '\ ~:t/ ;'-.. '. j ,."X "'!", '\' \ \ .\ .\ 1 . ,,/,,,.,j,,,\-. l' li~ tlil' BREMERTONPERMIT CENTER 286 4th Street, Bremerton$l WA 98337 ,PhOntH (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT , ~j~ ,~ ~ \.' . J'ob Addr: ~t700 CLAI::~E AVE Locatian~ OLYMPIC RADIOLOGY Parcel No~ 3966003~)O~-1106 Pt:lr m i. t; No: . 99'''{)02~:~~ StatUf.I: ISSUED APplied: 01/12/1999 Issuad~ 03/26/1999 ExpIres::' 02/09;/1900 ~: \ .' ,Ii" ; tAPpl icantl WEST SOUND PROFESSIONAL PROPERTY692-B450 PO BOX 319BREMERTON WA 98337 Owner:: Wf;::ST SOUND PI:WF'ESSIClNAI".. PfWPERfY692.....B4S0 PO BOX ~:ll. 98REME:r~TON WA 98~la7 .c., \. .i,; Ccmtractc)'r: WAor.~: PERI:mW CON5Tf~UCT;fON INC ~360''''8S1''''930l...i.c if::: WA{)EPC>~:200NS Exp: 03/01/19(19 . PO BOX 1 '728 G W HAf~Bor~ ~ WA 9f.l:::l~::l~) ':t ,:( 'c'll,)'(..~t")rlt)" ~ ' ;l: (. t. '\.,,)-~. .. ..~\" . ," , . , ,i' .' . . " . .Oe'3c:: NEW DIAGNOSTIC f'~ADJOL..OGY r::ACIl...ITY (APPfWX 9900 SF') 'If! '. " ' I" ~, ' '.,' ~'t ********************************************************************************************* .-,,~:~ V. to ;,'t", " '" P !' 1'(" I""", '." ,. ")( 1 t; ~;' "f' " t'''] .,..'1 ". '1" 't.. "'''I '1"" ., " .' .- t;' '7'7" "'\ . oj . (!?:.~.,; (l..I.Ur.LUHl * " e.rm . "'f,;.f;A,,, d~'J) ".,,10 D,a, L(:L(..u..(:L~\l.. ....E:.e. .J~ (:."OC) ~''6t.17 .p8!57 ,,00 * Plan Ch€!ck Fet~H: ~~, 146 ,e>1. . Addit'j.onal F€:)~~f.H ,,00 ,''''..,'. .11'''' ,~" " * ('I'I" ~l"""" F"~I...C" ")'24 ~:'O "I..,.,.t...'t rj,.,....'mit f"'("".,,, t:' '77'''\ 01 ::~j,";~''i,tt1 .".'~:',/' .' 1 ,,1 t:-.I 't;.',(',."::J.Q ~'n' ",J. l'. ~,,~,~:~.<~'c.t.l.,. ."~.'.c~1l .J" .(.:.~,.t:) ~~,*:~~*~.* ******~~")('**'**'lHHH~'********'**********~'~:?Hf**')('~"*****)~)HH('***** **.**** *~******~,**.~*.~***** ** :~j/PLUMBING FIXTtllES-- ~ VJ ; tWt tal. . ..... . ,,::J. '1::;';it~,:' ,./ ~L'" .' C-- LcL/V"\ M/C"w~'>, P ) A ,.^ ., " '. '~,' , ' . "" , :, '. . .. / -,. _ R;, { l/\.../' Y \.. ....';: ~,.:. . . . ( 'Z.. , .,~;' ~'\q ~ ..~ VI I L I A \.. ..' . **,~J.~.~* ,\ *?('*'~******'*~H~~'**')H(-*,)l;.**1(.k*.)f***,~~,*.~***.*.*'*'*:K.j*~,**.*.*,* *,*,**,*,~*~'***.*.)(J.*.~.~* '****'*')H~*****~H( * ,~. This A~t.~',it"'13hall become nuU and void if the' building I)r wor* autho~~~~,,9_.!2Y this perm!LJ' not commenced within ;80, 'dews ftomthe date of such permit, or if this buildi fig or \work autr}9rJ~ed by sUGh permi t ~$uspended ~,or ...., i1t)~ndmhed at any time after the work is commenced for a pertod\tTf 180 aa~:'~ /,/ . .'. '. -: ...... . ' .... ~~._ ~.::::;,-,"';i:. ' : . NQrtCE 71th.the responsibi lity of the permit holder, not the-tity'-Of ~rerrlert'tm or Building Official to ~ee . to':,l:t'.'tMt "re~l!,.\i red insp.e8n6i1(#~ made. The';P~r:mjt>-~~ol.der mue;t pot i fy t~ ,BtjUding Off,i..ci.a-,l when rea~ fo'n . r7 inspect ions. Fai lure or-the permit holder to :no1:'1 fy the.. Builctthg< Ol'fic!~f-:'~qui red in~pecf~:a:f)s may fesult ' in, t,he stoppage of the wprk u9til such time-that.Jne p~mMt.,holder can sub~ta.~.trate to tne bdHdf:ng official , that 't hecOl1cealedwor k'l\llieet,a:'io( exceeds code>.retlulrements. i My ~ilYCJli<tidn,in~$t i ng, or fi nancial burclen shall \be l1l1Y'ne directly by the permit holder. Failure to substantiate c~requirements will indemnify the Cit,y ,aga i nat,' ,,:'tY :, nd all r espclrts i b i lit y or 1 i ab i.l it y connect ed wit h t he canst ruct 10n . \,' ,'~ .", " _'. , / ' I , h€!.~l::bY'GettjfY that I have read and examined this per~j,t and. know t:b'e..~~a~e't(y'~~ true and correct.. All 'ovf$ior,.; 0 liaws and ordinances governing thistypel'.of 'Work will be complied with whether c.;pecified herein \rlot" Tht~ 8rantitlg of a permit does not presume to' give a~thardty t~ violate or cancel the provisions of \,Clt:her state or locat law regulating Gonstruction or thE',' perfdrmgnce, of construction. , ,. '/ \' . ~"'._..,JI""" ..,.,~::;J ",,,.... atljre: ' ,'. ~te: ~::-, ,;. /') . __,....___..~_.......~_....,_'..___'lIo4........\oIII..,_"'".._Oj/fl~_~'_""'I.'''''''.............,...,_....._....,,.....__.."'...._ u~.,..'" __..__......-.1_. .__J~...""t;..___....__..._.......lllIIo__IIO'_~... \ . . ' : . <.-. .... ~.-/ l~'. '{' ~":.~,:' ',r. , \ify t~at 1 am ~xemPt from t~e requirement~}.f the eta;; cbntr.a:6toris regi,@:t!.~io~law~.lJnd.er.< \3, Chapter 126 i I aws of U67. // A; -1/ t;;,:-?:~:. . ,./1;.'. ') .,.r ;,,_~.,,/ . " I ()!..,(/).", '. '/C' "'~ e:' " . .... . ." j'/' . ; .~.., p>.__.~:...r,' ;/ < \.... **;:*~;,;**;***~***~;***-;~'_.~-,.._-----'~.,--:-:.:::.--,:~:.__.." ';> jr=:--.:;~".:-:-;--~--.::4:"-::)~::-~< ,Cf:H'l'l:er"""",ApF)'fOved E~y ~ ."..""...."'''''''~"."...,,"'"...,,.,,'~' ":r)1.l.tfS~~'.."...",..!)~,,,:(J />d.. . "..,!!/:.0 <'/" ,,/, l"~;".,,,,-...,) , U"';' f;::J.. ~t~::- I ,'.- /"'"~''''''' '"'" , " ::;'i,*t1;1:'~}2."i~~{r:: ':f{:::';: ' ~;:Y~~(""~.r';'~'~ /~~"'~ ~;' n~~~an' :~/'~ }~C:;p'~: ~ J, " ,~.~ . & ASS 0 C I A :r~';e$'~:'lN. G . :~~(.,<::.':L :'!t~}~f~:::''';:~~:~~:::;;;''':~;::~' ,:. :.; ',' '. . :'" ,:, .' .. ..:".....: ;;; +, :~..":!..~'i?;' t, '",~<'"~;f/r?:,.:.,'. ...~GE.OJ'E'CHN.IeAL ENGINEERING · ENVIRONMENtiTAL :EKG INEERING t., ';1.' .;.;.;:;;!.",..~t.A.;:;~::.,,:,n"'<'I:"" "\ " 'J .'\ '<"" C ON S TR U CTI ON TE S TIN G & IN S,.PE,C'r....IO.,N,., '."~'..' ;,;, -;" . ~<~ I.. ><~\' '-,~~,.~.;}.;:~V(1", ..".I,ti~1~,r;,. l,;,~,,,, "~~,1 ,~1 ,~,\ : ~. - ~ ~ ti ;:t~}":.,,ii:ill,~i,i'.~:;~~;t, ,:;:;' , '. ,.. ::::':;;1,,: ~~;~:' I:"~ " ", ,'h, , ," "...." ",..,..,,, ' '::..',::'.:~..':,'....'.,...;~,'.'.1,:\.,..:..,,:::,''.....:...'.:".,~;:".;.',.'...,.,'.',.,.....',.'.'..,:,.,.""~":"~':;":";"""..,;{.:".",..{,,,,~.:;,i;,'."'.:<".i:""..~:;~.f,...':.::..j~~~::" .... ~:Fi!~I;~i~flr:";}::~k~'?:,'~~\:"<":,:":L:;~:,:: , .> -':' "~~' ",,:,' "''- I",.., ';Yi~"~J:.~,~g!:.l~tt,(, I ft~9.~t.i' . ,J' ", ~!;~-::.' it,KA, P.roJ~,ctNo,~. 066-:-99093, ~~~~illt~~~~J;!~~r{~:" ,.:~~~:~;::;t~]g,Y~';'~~;t" " ". ~:''''~~~~' ""', \:~;ii: Mr:\Gary' Durday<:..", I, "',';;k ~~~i$QlJ,~'QJ?~9FESSI9NAb PROPE~TIES ~i~~;~~~,~~\B~~~~~;i~~Jo:;"::;""" '. ;k~:it\;,::/",~'i',';:i:; ~,f;::':t::,;'\~9mp~,~slon StrEtng~h .Test Results ~N 1;;~':~~~::,:,;t~j~\'<~~r i;t?:~:r,pIYmPi~.'~~d iolC)~Y:;;!~' ',,'i~..,. I'>!" :;".\1': ';':,' C' ,,;,:,.:Bremerton, Washington, ~l~lf~r~~~t'~~~r;~,';;, '.' .', " .', . : . :;~\r:;'ii,~?fi.:~l~;,: E;n5*)s.~d ~ue,;c9P.ies. ofthe',compressive strength test results r~garding t~e ~bo~e referenced project, If., oW"~ ,.,", 'I'i""- " ", ", .' ~", '". "'.. ' ,-.-,ir" - ..,' . . " ' - , ,,;'>;,:~~,:il,~ouH).a..\'~;~~y;;.q~~slionsor if we can be of further assistan"'1;p~~~~ '\\0 'rolh~~ate.lo contact. our . ~:':' ;r- , )" ,,:. ',,' ".";:);\ ."1 '. '~~',':.~;"'~\(-:.~:\ KRAZAN &,ASS,OCIATES INC., ::~':~i: ;:~t'i:~:~;: :3:~' "'f!!i'\ .' "f~:', ';';\":~:.:" ',.': " , """.," ""., @~~ :~' '::~.;'" ':C1",,' .:;:>'::~' ., '; /:. ~'" "" ',' ,.', ;;. ,'Nt: ' ,; i ' (< ~;;.. ~ f 'I' ~,,, .'~ ' ~~tii:'2::~:~:m;',~J~ffr~y:M:;Bowers .. ' -:;':.x ,..::f;., '.,' ,'~.;. ' "-.,:'1' ",' " \. ,,' . , - ~" j. .l, t .~ , " .. ;fi~, ~' : 4. ','1, '..~/: " Enclosures ',:"'/: JMS/ trg .::::;>; ;,,' '_;'r< :':""~:/' ~','i'. :' .,)y ~ ,I,. . ';l~~ .' "'J:,. .. ". ,,'. " , ~ '", ,,', " ..' . ." ' cc: . ',' 1 CITY OF BREMERTON DCD - Mr. Scott Erickson ~ I.:~<. I$!Ts,fl.p.REAIJ.Y}~IX. -M,r:P~~JyILindsley " /:<,-,)t;;,:;;I"'C': ,:",.;,; '.. . sf' "" ~.. . , " ,:~> ,,;; '< :,..," '" ,( ,':;'1;; ,:", . ',-:.:,':':,', ',;1' .' 'I" "!'~l : . i,,-,' ;, ;,~ ',' ,..,;~~';> :. ,::~':- ',~;,'_, . ;';"~": ,I: ~ ";j'. ..;,?<';, ", > ..~ "'.'; .' , " ;J , , .....,~)..r },:~", :.,',....,','~".;,.',......:.~:'.:, :..~.:~,',.:~~.~..,!-.:.',','," ,'" .:' , <,." " . y~J( _, " ::<:.:,\ ;~~;<~:J:.;,r:., "~' ~. .' " ' :" < ~ ~, '. j :,' -.-. . ' " . , ' "/;'WithTen Offices Serving The Western:United' States'~;~: ...'." 0.." , 383 NWEquestri~ Drive. Poulsbo, WA. 98370. (360) 598-212(i. Fax:: (360) 598-2127 . \.. . . ". J:, l ..:, ~. I . _'; "~"._\". " "" 25418 74th Avenue9.outhl~ent, YVA,980~2, (253) 854-1330 " " . .... , . f "of' ,.( , ' " , '/ , P598 ,Pour Date Bremerton' 2328 Contraetor,Wade::Perrow},., ".~~" '.. ''i>f';."''' ":J.C~'..;';'i 'K):~-.\"~:: .:.'.,/.~.>, - ., Site Mix -'," ," "" , ,Actual 3000 M3055.1 519 1920 '.", :-" "." 1420 20,4, 20.4 oz. 32 oz. Plant No. Flex Beams Other Cone. Air Temp. Temp. (F) (F) . 55 56' Grade Beams precast ,slab. 25 , Non~onforming ~rength 6-8-99 ' ' Max. Test Method Load 1167QO ASTM C39 138470 C-1231 X 140410 :, . : Other II 139440 Compressive X Flexural ,;->Test Res,ults [lJ. . ) "",;0' ::o:V~~~~;~~~~~:;~~~~;~ '~,i;. ,. " ~ '. j( ','\:..' )( Conforming Non-Conforming, 5._ Columnar (Split) [[] PERMIT CENTER 286 Fourth Street Bremerton, W A 98337 360-478-5275 II INSPECTION REPORT II PERMIT#: 1f-ooz-z- ADDRESS: 2. 700 Uc- Ve- ;, (l) , '.' l ' .. . , >, ~. - " .{9.Q...-. ..;'. . .-, r]Jo". . h 5* !!ce/!r~ I( I-e.- e~I'I-e-~ J~ /'1e~"-r"C~( ~~ ~lec-I-(-C-~ ( -- ~ ~ . --- -= Schedule a reinspection when the ?~~'l . \ by 5:00 ~m. for next day inspection. llltelllS are corrected. Call .11d-1JI-!175 Date; 0/2(17 Time; 2 ~'f~-c _ X--- / ,.. ------- INSPECTOR / / I CITY OF BREMERTON · 239 4th Street · Bremerton, WA 98337 I ! I I i , I I I I I I I ! I " ,I I ,. -,- ~- ,~:--- ..-. --"".r ,'.W ,.~~~.- ~~ STRUCTURAL CALCULATIONS Olympic Radiology Clinic Bremerton, Washington December 31, 1998 t EXPIRES &'02;99 Prepared By: . Edward Jonson and Associates, P. S. Consulting Structural Engineers 5990 Battle Point Drive Bainbridge Is., W A 98110 (206) 780-0524 Prepared For: Rice Fergus Architects 262 4th Street Bremerton, W A 98337 (360)377-8773 Sr;tlrs 0" (lm.~';lfJn~ If1 these pbl1~ ar;j speclfICa;lt1n$ shs,M not I'Jlt"\N~ ttl7 " ' . ,... ' ""~ ,,-c',, ('"'""'1"'" IJ''''' "'''''f'''"4IiiiM tlCiildJrf'f U'fTf....t.8',... !"'~ ~:1"'~t'I.::'~;:!.\" :0"~~i:i.'; h"JU\idt \JV~-JVh":' i ",Ul ~ '() f\;;~: e;:?'~$ n;' tr:;;i1"~;~~::]i;l; ;_;~~. !\c,:;:';:S d t:c. n:-iJct u;~d~r f)e;rnit ~~@~~~~ID1 ~ JAN 13 19S~! BREMERTON BUILDING DEPARTMENT W -- 002-2-- ) .f~ .,. , ,..;;':/'.f. ~< ,'-q. ,l' /p. 4>~ I -- ".'\ (/'j [;""'r'-"---"'--",,,~ J V(""':L-"'~ ~j U~~l,;.. :' ~.~ t '"\7) .: ': /....,'1 '1>'1 ~l ~~r ./ ~~1 \>~ ' ~;j \': ',r,:~J '.' :!'/\Y /~,-:~ I "'- -~ -~,,~ ,'-~ " " "",:'><\ - ",,:'11 '.' '" ' - J' ';'0 "~t _:"~ \, L.~ \ / " /< r-.; i. , ., \ . .., ~_, r 0 , ~ /'t I '..' .)1) [ I c.,,-:tJ '~~V0' \.... ,-l"""';\r-.. ~, ' . , ;, " -~-e'!~'''')~'J ' l,.. .""""'~''<c .""",,:;, ,,/ <-.;;.' ,,",fj ,. . r ~1t 1 / / ".r ~~--~ OL'-{t(I.~\ L ~~O\OLO~I..( -- R~Of fR.~lY\\T.J~ J -~ b~9 " ------- -- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I elf I I I I I I I =1 !I ~i 'B Y\1 'L I I, II r~'~~1! [ II I I I II il II II II I I I I 1 1 1>>~ . .J EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 " <Koct: t=~'&'fY\\1\j~ ~ 'N\<c:..\~"- Roo y Yt-/.< OS(; ~~~"fe.R 5 lY\ e '-.\4 -S/9 b'1. tf ~RC)~ c..E..\U N l \)'\ , S L- C> Y"Y\, 0J \.UI 'Z..~' \ ?S F- 1- 3 ~ ~ , L \5 ~s:r- r l' JOB: O~\il L ~~O SHEET: SUBJECT: 'l.- DATE: BY: tV, \)'- ,b\S<"7..y'-'r\I) l'(z..)-- I~ \ -\c\ \ ~ J- S'r'\Qw . 0 LOS \:2..'{ -t \ "1 ') C' (2...) '. 1'S\ K \ ~L U.h.. o\.. IOL6 (~,5) "; ,0' \<. \~ ~ 5V1,Ow \ 01.S l\"(.~\ -- . \ \ "" \ ).. L \ OL. ['15 (, ') c/;) ~ . loc>l\~ l'~)] (l1-\": \S~ \'0- Sr'\()W [.\'ts\..l)(\./~)-+- \oOl')l'/~)J ('/'1-\." L Cs> -S \\,..1 51.{J, J( \ S ~SL S'V\ C vJ "'Z....'S P s F EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers ~ . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: OLYfY\9\ l.. SHEET: ~ SUBJECT: DATE: BY: BM@ BE~12u"J<" I I \ 1 \~, t \\ ' 1 I)j 0 l..- I OlS\.I.\'"11 ('-(L I " ,3>S \<\ ~l wu-- I D tS (~.q) (~(t..) : ISq ~{~t 3(-<. \\"T/e B~@ ~ (1) OJ, ----~.-- ------ "----,-- 1 ----------------- r <D eD CD 1 @ 1 l- t2.,';' '8 . t1. , / \ ~ I ';r -9' \3> / / ( BfI'I ~ B~ @ W. OL.. I Ol5l.'2..0) .. ,~ 1<\ l~f. TR\ ~l.. ~~ Sl~[ , U... , 0 t ~ l '2..0) ::- .5 Sl(,,", >( l e. . "O\.,,',~,S) ~l~t 'f- tDOQ ~s: UJ\.. DL- l.. .1..e :I..-- 2552- \..... '-1 LL . ,olS (Ie,s) ~ . L.{ "- Y \ ,1> 'f- pI.. l.1... 't.. ,'- 4 OJ WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN Beam1.wbe WoodWorkS@ Sizer 97e Dee. 16, 1998 12:06:46 COMPANY EDWARD JONSON AND ASSOCIATES, P.S. CONSULTING STRUCTURAL ENGINEERS BAINBRIDGE IS.,WA 98110 (206)780-0524 FAX (206)780-5587 PROJECT Olympic Radiology ~M0 DESIGN CHECK - NDS-1997 Beam DESIGN DATA: ==========================================~================================ material: PSL total length: 35.00 [ft] Load Combinations: ICBO-UBC ========================_========================_=_======z================ INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) >>Self-weight of members has NOT been included<< =========================================================================== Load 1 Type 1 Distribution 1 Magnitude 1 Location 1 Pattern 1 1 1 Start End 1 Start End I Load -----1--------1--------------1-----------------1-----------------1-------- 1 Dead Triangular 310.00 0.00 0.00 28.00 No 2 Snow Triangular 510.00 0.00 0.00 28.00 No 3 Dead Triangular 70.00 0.00 28.00 35.00 No 4 Snow Triangular 110.00 0.00 28.00 35.00 No 5 Dead Point 0.16 35.00 No 6 Snow Point 0.26 35.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 1 28.0 7.0 ft 1 ========~~~======== 1 ----------1---------------------------- Dead 1 2.83 1.91 Live I 4.66 3.13 Total 1 7.50 5.04 ###.#.######.......###.....#...##.##...........................##.###...#.# DESIGN SECTION: 2.0E, 2900Fb, 5.25x18 This section PASSES the de~ign code check. ###.#..#######.#.####.##....#.#..#....#.............#...............#..##.# SECTION vs. DESIGN CODE (force=kips, moment=kip-ft, def1ection=in) ==============================================================~============ Criterion 1 Analysis Value 1 Design Value I Analysis/Design 1 --------------1----------------1----------------1------------------1 Shear V @d ~ 6.32 Vr =20.65 V/Vr = 0.31 Bending(+) M ~39.55 Mr =75.32 M/Mr = 0.53 Bending(-) M 4.42 Mr =75.32 M/Mr = 0.06 Live Defl'n 0.44 = L/189 0.70 = L/120 0.63 Total Defl'n 0.71 = L/118 0.93 = L/90 0.76 (a cantilever span governs deflection) FACTORS: F CD CM ct CL CF CV Cfu Cr LC# Fb'+= 2900 1.15 1.00 1. 00 1.000 0.96 1.000 1.00 1. 00 2 Fb'-= 2900 1.15 1.00 1.00 1.000 0.96 1.000 1.00. 1.00 2 Fv' ~ 285 1.15 1.00 1. 00 (CH = 1.000) 2 Fcp'= 0 1.00 1. 00 E' 2.0 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC. 2 D+S, M = 39.55 kip-ft Bending(-): LC# 2 = D+S, M = 4.42 kip-ft Shear : LC' 2 = D+S, V = 7.50, V@d = 6.32 kips Deflection: LC# 2 ~ D+S EI-5103.00 million Ib-in2 Total Deflection = 1.00(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact- C=construction) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local .SCL manufacturer. 6" , 0"1 WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN Beam2.wbc WoodWorks@ Sizer 97c Dec. 16, 1998 12:12:22 COMPANY PROJECT EDWARD JONSON AND ASSOCIATES, P.S. Olympic Radiology CONSULTING STRUCTURAL ENGINEERS BAINBRIDGE IS. ,WA 98110 BM"V (206)780-0524 FAX (206)780-5587 ~ DESIGN CHECK NDS-1997 Beam DESIGN DATA: material: PSL total length: 24.00 [ft] Load Combinations: ICBO-UBC INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) >>Self-weight of members has NOT been included<< Load 1 Type I Distribution I Magnitude 1 Location I Pattern 1 1 1 Start End 1 Start End I Load -----1--------1--------------1-----------------1-----------------1-------- 1 Dead Full UDL 350.00 No 2 Snow Full UDL 590.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) I I 1 ----------1---------------------------- Dead I 1.78 5.28 1.34 Live I 3.00 8.90 2.26 Total 1 4.78 14.18 3.60 13.0 11. 0 ft ########################################################################### DESIGN SECTION: 2.0E, 2900Fb, 3.5x11.875 This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (force=kips, moment=kip-ft, deflection=in) Criterion 1 Analysis Value I Design Value 1 Analysis/Design 1 --------------1----------------1----------------1------------------1 Shear V @d = 6.51 Vr = 9.08 V/Vr 0.72 Bending(+) M =12.16 Mr =22.89 M/Mr 0.53 Bending(-) M =17.27 Mr =22.89 M/Mr = 0.75 Live Defl'n 0.19 L/840 0.65 L/240 0.29 Total Defl'n 0.30 L/527 0.87 L/180 0.34 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# --------------------------------------------------------------------------- --------------------------------------------------------------------------- Fb'+= 2900 1.15 1. 00 1. 00 1.000 1.00 1.000 1. 00 1. 00 2 Fb'-= 2900 1.15 1. 00 1. 00 1.000 1. 00 1.000 1. 00 1. 00 2 Fv' = 285 1.15 1.00 1.00 (CH = 1. 000) 2 Fcp'= 0 1.00 1.00 E' 2.0 million 1. 00 1. 00 2 --------------------------------------------------------------------------- --------------------------------------------------------------------------- ADDITIONAL DATA =========================================================================== Bending(+): LC# 2 D+S, M = 12.16 kip-ft Bending(-); LC# 2 = D+S, M = 17.27 kip-ft Shear : LC# 2 = D+S, V = 7.44, V@d = 6.51 kips Deflection: LC# 2 = D+S EI= 976.83 million lb-in2 Total Deflection = 1. 00 (Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) =========================================================================== DESIGN NOTES: --------------------------------------------------------------------------- --------------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contaqt your local SCL manufacturer. EDWARD JONSON AND ASSOCIATES, P.S. . Consulting Structural Engineers ~ . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SHEET: fo SUBJECT: DATE: BY: OM @ a @ CONf ~~----------....~_.----..'" ---------... .. t'<\ ~ I'< A~ \.\\.1 m~~ &,0 ~.\:; 5l( ~ -< \ B V 9'. fJ \" (JSL YYl ~U...7 bS. t.4 ~. ~ ., loG V fif-LL' \9 \"- '-/t,y 0 8 ('!..)k 0 , ~ e~ :+ \. ( N.b. --r-Ry S' ('-l II( 'Z. z.. t( 5 L. S.t.S ('2."Z.) 3 (~/tZ-): '-\- 6 S e \ 'r\ '-I -:r.~ 4r- /A O.Co c~ - ~ "\ ~'..f ,,"'1(\<2> ~~<- :t, , (\ ~I ~ (l(l-2) '- 'b '-\ C 1... \ VI '1 11., VI ~ I- / ~I-{ I.> ., ~y lY\ All'~ t) 1 ~ .. \L '). S 8 ~ r \( 7 RISA-2D (R) Version 3.03 Edward Jonson, P.E. Page 1 12/21/98 Olympic Rad Beam 3 & 4 ============================================================================ Units Option US Standard AISC Code Checks 9th Edition ASD Shear Deformation: No P-Delta Effects No Redesign No Edge Forces No A.S.I.F. 1.333 ---------------------------------------------------------------------------- Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. -----------(ft)--------(ft)-----(in,K/in)----(in,K/in)---(r,K-ftjr)-----(F)- 1 0.00 0.00 R R 0.00 2 18.00 0.00 R R 0.00 3 26.00 0.00 R 0.00 4 38.50 0.00 R R 0.00 5 51.50 0.00 R R 0.00 Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) ---------------(Ksi)-----------------------(F)--------(Kjft3)------(Ksi)---- Wood 2000.00 0.30000 0.65000 0.490 36.000 Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef --------------------------------------(in^2)---------(in^4)----------------- PSL Wood 1.00 3402.000 1.20 I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------------------------------------------------(in)----(in)------(ft) 1 1 - 2 PSL 18.00 2 2 - 3 PSL 1 8.00 3 3 - 4 PSL 1 12.50 4 4 - 5 PSL 13.00 9 RISA-2D (R) Version 3.03 Edwa~d Jonson, P.E. Page 2 12/21/98 Olympic Rad Beam 3 & 4 ============================================================================ ---------------------------------------------------------------------------- BLC No. Basic Load Case Description Load Totals Nodal Point Dist. ---------------------------------------------------------------------------- 1 Dead 2 Snow 1 1 4 4 Nodal Loads, BLC 1: Dead Node Number Global X Global Y Moment ------------------------(K)------------------(K)------------------(K-ft)---- 3 0.000 1.300 0.000 Member Distributed Loads,BLC 1: Dead Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(K/ft,F)-----(K/ft,F)---------(ft)---------(ft)---- 1 1 - 2 Y 0.000 0.210 0.000 18.000 2 2 - 3 Y 0.210 0.300 0.000 8.000 3 3 - 4 Y 0.280 0.140 0.000 12.500 4 4 - 5 Y 0.140 0.000 0.000 13.000 Nodal Loads, BLC 2: Snow Node Number Global X Global Y Moment ------------------------(K)------------------(K)------------------(K-ft)---- 3 0.000 2.300 0.000 Member Distributed Loads,BLC 2: Snow Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(K/ft,F)-----(K/ft,F)---------(ft)---------(ft)---- 1 1 - 2 Y 0.000 0.350 0.000 18.000 2 2 - 3 Y 0.350 0.500 0.000 8.000 3 3 - 4 Y 0.460 0.230 0.000 12.500 4 4 - 5 Y 0.230 0.000 0.000 13.000 Load Combination No. Description Self wt BLC BLC BLC BLC BLC Dir Fac Fac Fac Fac Fac Fac W E DYNA S V 1 DL 2 DL+SNOW 1 -1 1 -1 2 -1 Cf RISA-2D (R) Version 3.03 Edward Jonson, P.E. Page : 3 12/21/98 Olympic Rad Beam 3 & 4 ============================================================================ Load Combination is 2 : Nodal Displacements DL+SNOW ---------------------------------------------------------------------------- Node Global X Global Y Rotation ---------------------(in)-----------------(in)----------------(rad)--------- 1 0.00000 0.00000 0.00234 2 0.00000 -0.00000 -0.00582 3 0.00000 -0.84413 0.00000 4 0.00000 -0.00000 0.00316 5 0.00000 0.00000 -0.00144 Load Combination is 2 Reactions DL+SNOW Node Global X Global Y Moment ----------------------(K)------------------(K)---------------(K-ft)--------- 1 0.00000 -1.54040 0.00000 2 0.00000 16.~8631 0.00000 3 0.00000 0.00000 0.00000 4 0.00000 10.74441 0.00000 5 0.00000 -2.16782 0.00000 Totals 0.00000 23.42250 0.00000 Load Combination is 2 Member End Forces DL+SNOW Nodes ========== I-End ========== ========== J-End ========== No I J Axial Shear Moment Axial Shear Moment ---------------(K)--------(K)------(K-ft)-------(K)--------(K)------(K-ft)-- 1 1- 2 0.00 -1.54 0.00 0.00 6.58 -57.97 2 2 - 3 0 . 00 9 . 8' 1 5 7 . 9 7 0 . 00 - 4 . 37 0'. 00 3 3- 4 0.00 0.77 0.00 0.00 6.17 -38.60 4 4- 5 0.00 4.57 38:60 0.00 -2.17 -0.00 Load Combination is 2 AISC Code Checks DL+SNOW No Nodes I J Maximum o Member Quarter Points 1/4 1/2 3/4 L Shear 1 2 3 4 1- 2 2- 3 3- 4 4- 5 - Not Calculated - - Not Calculated - - Not Calculated - - Not Calculated - EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SHEET: \0 SUBJECT: DATE: BY: B~ @ ~ @) w6 l' r [!J 11J 0 ~M 5 l!:f ---. ------.--.--.-------.-.--.--.--- -----------.----- I 1 u" ~I 6) G) r~1 El \(0 ,r , D. S' \ ~ I O.~ 11.\} ffJ /'~ >- WI Dl.. ~ Sr'\ (J W IO~\ (10) . ... ,~ , - UJ'- P'L""t ~ , C 4, ( 1. :, -t I "L) (Y1..) - II ~ t~ ~ .. W:; , O~ (\0 ') '. I ~~ ~\~l 1)j4- \O~ \ '1.;,5 ~e '\ (yJ -: Ib~ kl+L W'S ~- 10 I.{ \ ~ s \ \ '(1-' '. \.\ ~t\ t Wc .oy l q J (.it..) '. .1 e ~\~l u.n Ic~~q -+'l.~)~(2\-= lb~ ~ ,~~ t.Uo I O~ l \ 1 \ ~~(J '- l'b'-" 1<.l-tl .., W7 I 0 '-\ \. 1..0 ) l8 1\ \ ~l U), .. ,0 ~ \. ,"'\ ~\'t.ll.!y '. \ ~e. 'K ~-\ L ~.8 r- u,SL .S( ~ fSc ~ '2- "t-- ----~~ ~, RISA-2D (R) Version 3.03 \\ Edward Jonson, P.E. Job Page Date Olympic Rad Beam 5 & 6 ============================================================================ Units Option US Standard AISC Code Checks 9th Edition ASD Shear Deformation: No P-Delta Effects No Redesign No Edge Forces No A.S.I.F. 1.333 Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. -----------(ft)--------(ft)-----(in,K/in)----(in,K/in)---(r,K-ft/r)-----(F)- 1 0.00 0.00 R R 0.00 2 10.50 0.00 R R 0.00 3 24.50 0.00 R R 0.00 4 26.50 0.00 R 0.00 5 42.50 0.00 R R 0.00 6 53.00 0.00 R R 0.00 7 61.00 0.00 R R 0.00 Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) ---------------(Ksi)-----------------------(F)--------(K/ft3)------(Ksi)---- Wood 2000.00 0.30000 0.65000 0.490 36.000 Section Database MatI. Area Moment of As y/y Label Shape Set Inertia Coef --------------------------------------(in^2)---------(in^4)----------------- PSL Wood 1.00 4658.000 1.20 I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------------------------------------------------(in)----(in)------(ft) 1 1 - 2 PSL 10.50 2 2 - 3 PSL 14.00 3 3 - 4 PSL 1 2.00 4 4 - 5 PSL 1 1 16.00 5 5-- 6 PSL 10.50 6 6 - - 7 PSL 8.00 RISA-2D (R) Version 3.03 )v Edward Jonson, P.E. Job Page Date Olympic Rad Beam 5 & 6 ============================================================================ BLC No. Basic Load Case Description Load Totals Nodal Point Dist. 1 DL+SNOW 1 6 Nodal Loads, BLC 1: DL+SNOW Node Number Global X Global Y Moment ------------------------(K)------------------(K)------------------(K-ft)---- 4 0.000 4.800 0.000 Member Distributed Loads,BLC 1: DL+SNOW Memb I J start End start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(Kjft,F)-----(Kjft,F)---------(ft)---------(ft)---- 1 1 - 2 Y 0.400 0.700 0.000 10.500 2 2 - 3 Y 0.240 0.630 0.000 14.000 3 3 - 4 Y 0.630 0.700 0.000 2.000 4 4 - 5 Y 0.700 0.180 0.000 16.000 5 5 - 6 Y 0.640 0.340 0.000 10.500 6 6 - 7 Y 0.800 0.580 0.000 8.000 Load Combination No. Description Self wt BLC BLC BLC BLC BLC Dir Fac Fac Fac Fac Fac Fac W E DYNA S V 1 DL+SNOW 1 -1 Load Combination is 1 : Nodal Displacements DL+SNOW Node Global X Global Y Rotation ---------------------(in)-----------------(in)----------------(rad)--------- 1 0.00000 -0.00000 -0.00030 2 0.00000 -0.00000 0.00022 3 0.00000 -0.00000 -0.00074 4 0.00000 -0.02244 0.00000 5 0.00000 -0.00000 -0.00021 6 0.00000 -0.00000 0.00002 7 0.00000 -0.00000 0.00010 RISA-2D (R) Version 3.03 \J Edward Jonson, P.E. Job Page Date Olympic Rad Beam 5 & 6 ============================================================================ Load Combination is 1 : Reactions DL+SNOW Node Global X Global Y Moment ----------------------(K)------------------(K)---------------(K-ft)--------- 1 0.00000 2.27468 0.00000 2 0.00000 4.96877 0.00000 3 0.00000 14.96488 0.00000 4 0.00000 0.00000 0.00000 5 0.00000 5.07435 0.00000 6 0.00000 6.57484 0.00000 7 0.00000 1.84248 0.00000 Totals 0.00000 35.70000 0.00000 Load Combination is 1 Member End Forces DL+SNOW ---------------------------------------------------------------------------- Nodes ========== I-End ========== ========== J-End ========== No I J Axial Shear Moment Axial Shear Moment ---------------(K)--------(K)------(K-ft)-------(K)--------(K)------(K-ft)-- 1 1- 2 0.00 2.27 0.00 0.00 3.50 -3.68 2 2- 3 0.00 1.47 3.68 0.00 4.62 -19.38 3 3- 4 0.00 10.34 19.38 0.00 -9.01 0.00 4 4- 5 0.00 4.21 0.00 0.00 2.83 0.00 5 5- 6 0.00 2.25 -0.00 0.00 2.90 -6.17 6 6- 7 0.00 3.68 6.17 0.00 1.84 0.00 Load Combination is 1 AISC Code Checks DL+SNOW ---------------------------------------------------------------------------- No Nodes I J Maximum o Member Quarter Points 1/4 1/2 3/4 L Shear ---------------------------------------------------------------------------- 1 1- 2 - Not Calculated - 2 2- 3 - Not Calculated - 3 3- 4 - Not Calculated - 4 4- 5 - Not Calculated - 5 5- 6 - Not Calculated - 6 6- 7 - Not Calculated - EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SUBJECT: SHEET: \Or DATE: BY: B yv, G) vJ 't. e. \ ~ DL-~ ::'f\O\.J'- \ 0 Y \'2..0 I ~ I lj i\ \ t-L M: . \"l..B (, ei (\'-{\ (1-8\": L\O ~r 'f U~'L ~\("-\ '( 'l.'t. '(7~~ \2; 'WI @ S'- 't~1 u,r \C~('2..b't..Ut..) elL!..)" .6t {. \L \'(\ : ,(0 ( (1- ~ \ '- (/ ~ )" ~ \ ~.. \L E. T-~ G 1 S C b t\ ( 1...~) \:2.. 3) 2- ~ So 09,1 ~ \ 01 S \( ~ ~ \ ~ ? ~ \.. ~s ~. ~ 5\00 ,1(\ o~ \6~e\'N<'" '(Y\ ~Ll:' S'!> A-:.. 1 ,I-{ '\.. ': \l,~ \\;0, 2:> , ~ \ 1\;\ 1\-1. 81- ~'T U 0 ) EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: IlC SHEET: },./ SUBJECT: DATE: BY: O'fY\ @) - S: \Dl w' .O~\\~\" ,b ~\~L ~ -- ,6 (\ C) '-- ( /g J ~ (, fi ~,l( lC.::r:-: ~ 1? CG\ lIeJ '!> ~ \...\0<3 ~ \0 ;, S\{4 ~ cr{~ q j~ Of- ~ 1(\ "1.... ~~ \ u ~" '1' w ~ I C)~ (to) ~ \ e ~ \ .\-1 ~, d3 ( '11 '- (. (8 I ~ B. ( ~. \r R,:. ~, b Y--: t.o ~ \ 1..-- K Y'-'1 @ S'. q' uj.: . C ~ ,,'LU ~ \ ~ e 'K \ ~l. yY1 '- I e, ~ ( '1'\ "L (/8) · 8. ~ ~ ~ " ~'<\ "\..- b ~ -tt "Z- OL'(lY\P\,- rOSf ~~O\aLc)O'-( La fj.() \ - -- , \ 10 " 1'>. : -------------------------------------------------------------------------------------~--------------------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J ~ I I . I a o ._~ ~ 1 1 -[ [I] ~ ----, o =''-=---:-::IT -:r ~ . -=-.O~::::; ! 11 I Ii---- [-=C='=-'-'''=-i. I . ~ '. i: .1 i! Ii il !! -------------------------------------------------------------------------------------------------------------~---------------------------- o EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SUBJECT: DATE: ~a~ LO~D ~ 1>\ :. \ 1-\ ,~ \L. \...!. '2... ~ I - 1'S ~K4-<(' '/lJ.. rid LV, \b~ ~\'-f/"t~ A'" \~I1,,(t.,'- t. ( q -;::00\\ 'N~ , . b K"::> AI'"!..- \to. \,-\,<<t., \" ~ .t\ A' '-\ ,( "(.{ ~ "'$ So\ ~ l,,: 2-D ' - '-' Co J(~ 10s.,- ~f ~ Z- 4 r: uf'\.\~r ?~ l,S+ (-Zl'-~ -; ~'I \L ~ ~_ \ 0, ~ V- \5> '-\ 1("'4 ..." {~ SHEET: \1 BY: WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN IB I 0-1 Column1 WoodWorks@ Sizer 97c Dec. 16, 1998 15:21:41 COMPANY EDWARD JONSON AND ASSOCIATES, P.S. CONSULTING STRUCTURAL ENGINEERS BAINBRIDGE IS.,WA 98110 (206)780-0524 FAX (206)780-5587 PROJECT ~os~ rr~ DESIGN CHECK NDS-1997 Column DESIGN DATA: ==~======================================================================== type: pinned base, material: Timber-soft Ke x Lb: 1.00 x 20.00= Ke x Ld: 1.00 x 20.00= total length: 20.00 [ft] Load Combinations: ICBO-UBC Loadface = width(b) 20.00 eft] 20.00 eft] --------------------------------------------------------------------------- --------------------------------------------------------------------------- INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) >>Self-weight of members has NOT been included<< --------------------------------------------------------------------------- --------------------------------------------------------------------------- Load I Type I Distribution 1 Magnitude 1 Location I Pattern 1 I 1 Start End 1 Start End I Load -----1--------1--------------1-----------------1-----------------1-------- 1 Dead Axial 1.91 (Eccentricity = 0.0 in) 2 Snow Axial 3.19 (Eccentricity = 0.0 in) ########################################################################### DESIGN SECTION: D.Fir-L, No.2, 6x6 This section PASSES the design code check. ########################################################################### --------------------------------------------------------------------------- --------------------------------------------------------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) --------------------------------------------------------------------------- --------------------------------------------------------------------------- Criterion I Analysis Value I Design Value 1 Analysis/Design I --------------1----------------1----------------1------------------1 Axial fc = 169 Fc' = 186 fc/Fc' = 0.91 Axial Bearing fg = 169 Fg' = 1702 fg/Fg' = 0.10 --------------------------------------------------------------------------- --------------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# --------------------------------------------------------------------------- --------------------------------------------------------------------------- Fc' E' Fg' 475 1.15 1.00 1.3 million 1.00 1480 1.15 1. 00 1. 00 1. 00 1. 00 (Cp = 0.340) 2 o 2 --------------------------------------------------------------------------- --------------------------------------------------------------------------- ADDITIONAL DATA =========================================================================== Axial : LC# 2 = D+S, P = 5.10 kips (D=dead L=live S=snow W=wind I=impact C=construction) --------------------------------------------------------------------------- --------------------------------------------------------------------------- DESIGN NOTES: --------------------------------------------------------------------------- --------------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SHEET: \~ SUBJECT: DATE: BY: -.:r: ~ncc...R\CQ ~<JO W G.U.... <::. - -~ ----- W~l,~ \~ E:. \ C:d-t f D~ \'S \I~~ ,,'-'-); ~Y\O t..j ~S \~L) -. 'r\Oe. \~ 5 ~s~ \i I ~ 3 () 'SSG 1-P<f.p t> (2 :ti'L S'iu D j -.:: --..-"'-- LP<l'E2 \O~ w (d.L\. \.. ------- ----'..--- ..-~~ ?L~ ?L...t= I ') .I \ C!r'f \ 6 ,/ Oft. \ \~ E.\b ~'T \ \ I QL t.38 ?L~ ~now 3,C4 Co PLF vJ \N 0 \ (0. 4 C b 11 (\.1.. )"L \ ~ . L ~:) 12 N O~1Ii \~ vJ f;j (..,\ \A86Hr \GJ' at. 1..0 01 WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN Column1 WoodWorkS@ Sizer 97c Dec. 16,1998 16:00:27 COMPANY EDWARD JONSON AND ASSOCIATES, P. S. CONSULTING STRUCTURAL ENGINEERS BAINBRIDGE IS.,WA 96110 (206)760-0524 FAX (206)760-5567 PROJECT :!.'tJ'\a\ C) Cl. -Z{\\) 0 \t} (;) l-~ DESIGN CHECK - NDS-1997 Wall DESIGN DATA: type: pinned base, Loadface = width(b) material: Lumber Stud @ 16.0 [in] spacing Ke x Lb: 1.00 x 0.00= 0.00 [ft] Ke x Ld: 1.00 x 17.00= 17.00 [ft] lateral support: Top = Lb Bottom = Lb total length: 17.00 [ft] repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBO-UBC INPUT LOADS: (force=kips, pressure=psf, udl-plf, location-ft) >>Self-weight of members has NOT been included<< Load I Type 1 Distribution 1 Magnitude 1 Location 1 Pattern 1 1 I start End I start End I Load -----1--------1--------------1-----------------1-----------------1-------- 1 Dead Axial 0.66 (Eccentricity = 0.0 in) 2 Snow Axial 1.10 (Eccentricity = 0.0 in) 3 Wind Full UDL 6.70 No MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 1 1 1 ----------1------------------- Dead I Live 1 Total 1 B.Length 1 17 .0 ft 0.06 0.06 1.0 0.06 0.06 1.0 .*#######*#.#***..*.*.####*.#***#*#****..*.*..###*.*#*##..#***##*#***##*#*# DESIGN SECTION: D.Fir-L, No.2, 2x6 This section PASSES the design code check. ##*#.#*#**#***.####.#.######*######****#..........#........#...#.####.##### SECTION vs. DESIGN CODE (stress=psi, deflection-in) Criterion I Analysis Value I Design Value 1 Analysis/Design 1 --------------1----------------1----------------1------------------1 Shear fv @d 10 Bending(+) fb 364 Axial fc 213 Axial Bearing fg 213 Combined (axial compression + Live Defl'n 0.36 ~ L/539 Total Defl'n 0.36 = L/539 Fv' "" Fb' = Fc' Fg' side load 1.13 = O. 65 ~ 152 2153 333 2323 bending) L/160 L/240 fv/Fv' fb/Fb' fc/Fc' fg/Fg' Eq.3.9-3 0.06 0.16 0.64 0.09 0.56 0.33 0.45 FACTORS: F CD CM ct CL CF CV Cfu Cr LC# Fb'+= 900 1.60 1.00 1. 00 1. 000 1. 30 1.000 1.00 1.15 Fv' ~ 95 1. 60 1.00 1.00 (CH = 1.000) Fcp'= 625 1. 00 1.00 Fc' 1350 1.15 1. 00 1. 00 1.10 (Cp 0.195) 2 Fc' 1350 1.60 --combined compo + bending-- (Cp 0.142) 3 E' 1.6 million 1.00 1. 00 4 Fg' 2020 1.15 1. 00 2 ADDITIONAL DATA Bending(+): LC. 4 D+W, M 0.24 kip-ft Shear : LC. 4 = D+W, V = 0.06, V@d = 0.05 kips Deflection: LC' 4 = D+W Total Deflection = 1.00(Defln dead) + Defln Live. Axial : LC' 2 = D+S, P =-1.76 kips - Combined : LC# 3 = D+.75(S+W), CD= 1.60 (1 - fc/FcE) = 0.46 (D=dead L-live S=snow W-wind I=impact C-construction) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN '2..~ I . DI Column1 WoodWorks@ Sizer 97c Dec. 16, 1998 16:02:31 COMPANY EDWARD JONSON AND ASSOCIATES, P.S. CONSULTING STRUCTURAL ENGINEERS BAINBRIDGE IS.,WA 98110 (206)780-0524 FAX (206)780-5587 PROJECT ~ ,51\.>0 w&~ ~ DESIGN CHECK - NDS-1997 Wall DESIGN DATA: ============================================~============================== type: pinned base, Loadface = width(b) material: Lumber Stud @ 16.0 [in] spacing Ke x Lb: 1.00 x 0.00= 0.00 [ft] Ke x Ld: 1.00 x 11.00= 11.00 [ft] lateral support: Top = Lb Bottom = Lb total length: 11.00 [ft] repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBO-UBC ===~===~====================Q==~=~======C================================== INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) >>Self-weight of members has NOT been included<< ======================================a=========__========================= Load 1 Type 1 Distribution I Magnitude 1 Location I Pattern I I I Start End I Start End I Load -----1--------1--------------1-----------------1-----------------1-------- 1 Dead Axial 0.48 (Eccentricity 0.0 in) 2 Snow Axial 0.79 (Eccentricity = 0.0 in) 3 Wind Full UDL 17.60 No MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) I 1 1 ----------1------------------- Dead I Live I Total I B.Length I 11.0 it 0.10 0.10 1.0 0.10 0.10 1.0 1.1##.##.###............###.########..."..."'.'.'#.'.............##...... DESIGN SECTION: D.Fir-L, No.2, 2x6 This section PASSES the design code check. ....##...#......#..#......##.#.###.#.##.......#.#..##.f...........#.####### SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion 1 Analysis Value I Design Value I Analysis/Design 1 --------------1----------------1----------------1------------------1 Shear fv @d 16 Bending (+) fb - 422 Axial fc - 154 Axial Bearing fg = 154 Combined (axial compression + Live Defl'n 0.17 = L/757 Total Defl'n 0.17 - L/757 Fv' = Fb' = Fc' Fg' = side load 0.73 = 0.55 = 152 2153 727 2323 bending) L/180 L/240 fv/Fv' fb/Fb' = fc/Fc' fg/Fg' Eq.3.9-3 0.11 0.20 0.21 0.07 0.22 0.24 0.32 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC' Fb'+- 900 1. 60 1. 00 1.00 1.000 1. 30 1.000 1.00 1.15 Fv' - 95 1.60 1.00 1. 00 (CH 1.000) Fcp'= 625 1. 00 1.00 Fc' 1350 1.15 1.00 1. 00 1.10 (Cp 0.426) 2 Fc' 1350 1.60 --combined compo + bending-- (Cp 0.321) 4 E' 1.6 million 1.00 1. 00 4 Fg' 2020 1.15 1. 00 2 ADDITIONAL DATA Bending(+): LC. 4 D+W, M 0.27 kip-ft Shear : LC. 4 = D+W, V = 0.10, V@d = 0.09 kips Deflection: LC. 4 = D+W Total Deflection = 1.00(Defln dead) + Defln Live. Axial : LC. 2 = D+S, P =-1.27 kips - Combined : LC' 4 = D+W, CD= 1.60 (1 - fc/FcE) = 0.93 (D=dead L=live S=snow W=wind I=impact C=construction) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your applic~tion. EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110.3407 (206) 780-0524 Fax (206) 780.5587 JOB: SHEET: 1,.1,...- SUBJECT: DATE: BY: "'--"'---..--..,.-...-----.". t?\ lJj I , I ~~~i A'(~ (~ i ~"1 ll.. \CO {'~'\Z- 0'- ~ C 0 q~v. (t:-LOOQ,! 6rru,L e, ~ cD w ~ I 'L ~ ~ f- (n ) (1-z-) -: \ \l ~ l ~ 1 ~~. ,0\..\\\5) \.~ 'I ~~ y1.- \ b."b ~ 1.~\l. R~ \.1 (S,SI.f '1..~ (',S(II} + \~.~(31\\):: \~.Y '(... m? 'T.S (3.5') ;- S.C\ (t.,;.) ~ " l \'-\.1.\ (.(z.,j ~ ~- '5 ~ ~.. ~ ~ tt. 1,-.41 .b I I.lj //.. q.'5 \fa.\1 OJ ~ U .( 'LG EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SHEET: 1":">; SUBJECT: DATE: BY: ~cc.E-,- ~U M @ "- _~._.., .-,-....... ....-,.-- ...~. . "" _'_'~"'r"'~".... _,.__,__~ ~', \ S. ~' LV" 11..(\11 (1~ ~ \ ,1 \\ \~~ W1-; \1' (\S,~)"1. (vie): 'S\ ~..~ L\'lv\\l' 'OlE..~"- I'\~ ,-(~lou A ., I S'l. L"!: . \ (SI' (lLl (\ e~, t- ~ I...\Q"l\,61(IO ,s'\... 7'- \~ \ \ v.. ~ u) \~A" t.'L "'I-:. \ctC:::; \",1,..( .., \~~ ,,,,t..r M rn.L? ~ i ~.. ~ '( 'S \ -\. ~ 6~ E..t...L VA... CD _................,__~~-..-___.....,,_. _..~.'--.~,F""", ,.------.... ~ 1"-. \S.Y -+ \., (\~,Sl ('l~) ~ ~,-~~ '?Ji '(.. -\.)~f>~\..~Nc....'G1 Lo ~ ,~ \..L t _ e..~ "L L. IJ)€'~~ 4-<'\ ~ B,I4 U- 3t.< \..,.,': q. 5 I Y'f'p \ '-t \ ",. 't-- M "2..\ ~..~ S'\r2.~L c...el.... QJ t-Lk" Column Design Results RAM-SCOLUMN V1.0 Edward Jonson & Associates Job Name: Comments: Steel Code: ASD 9th Ed. Fy (ksi) 46.00 Column Size INPUT DESIGN PARAMETERS: Lu (ft) .............................. K .................................... Braced Against Joint Translation....... Loaded Between Joints.................. Ends Fixed Against Rotation............ COLUMN LOADS: Axial (kip). . . . . . . Top Mx (kip-ft) ...... My (kip-ft) ...... Bot Mx (kip-ft) ...... My (kip-ft) ...... Design 37.0 1.2 2.1 0.0 0.0 CALCULATED PARAMETERS: Allowable Stress Increase Factor.. 1.00 fa (ksi) 8.49 Fa (ksi) = 17.92 fbx (ksi) 3.01 Fbx (ksi) 30.36 Fbx1 (ksi) 30.36 fby (ksi) 5.26 Fby (ksi) 30.36 Single curvature about X-Axis Single curvature about Y-Axis Cb 0.00 KL/Rx 80.95 KL/Ry 80.95 F'ex 22.79 F'ey 22.79 Cmx 0.85 Cmy 0.85 INTERACTION EQUATION: fa/Fa 0.47 Eq H1-1: 0.47 + 0.13 + 0.23 0.84 Eq Hl-2: 0.31 + 0.10 + 0.17 0.58 12/18/98 X-Axis 10.00 1. 00 No No No 19: 3 TS4X4X.3125 Y-Axis 10.00 1. 00 No No No EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SHEET: '2-5 SUBJECT: DATE: BY: ::f\E..Q ~ @ \....: - 2...Ll' L-, . O'-l (5)(1-\/:' '"l.,y 'L- -"\ s 4< L\.... \ ( J. ~ EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineets . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 "Im 'c2.Q.. \ 0 \2 ~ o A c... "i ~ \.hL 50 e. c.!i fj.l'Zk f- vi !f:. ~../\ \ '-~ <- ---------...........--.......----...... CcN\.. w ~ 1..-'-... JOB: SUBJECT: SHEET: 1,..~ s ~ G {)L\Z- (-RE.~f~GtAJ r:.n) FLOoR- \)\..- ~ 61 (/~~ 1-\ ~ 9~12- ) "< \0 \ . ~ , ~ LL \OQ Pt:>>~ '< \0 - ~oof D\.... \ 5 ( \ '-\ .1( \.. A. 1- - . Snow '-'- 'Z..5 I( \ ~ < \" (lrZ- ~, e... -.. 4-\\/~';. ~h L{ V St.. ; t/ 'Lz, - - '2>lA ~~Q...ll\Jb r 'E.t:)(2.1l.:J Y~~5S()IZ-~ 50 r~ '-.Ord-n\ DATE: BY: / /f\-7 5 ~ [1c-f \000 ?\x- \000 P\.....F \ S"L ?L...'r -z.SS (' L.. f 1-4 0, l'L~ +-- ! I '\s ~uz: EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SHEET: 1,1 SUBJECT: DATE: BY: ~O\L YY\ ~., \"K,S8J (10': C("l (.IUlI ... .IS ~IOl 'L('/8~ 0, ct,s ~ · .'f. t:>,- r<\ \,..( " [(\.O+- .\5)( Ii..~) J 1.4 :; O.y ~.\ LL Y'1'\ "" "- ( ,. O~. 1.. c.. J \ :Z..15,,\ (\.,) -- -5 \0,'-4 ~ . \, d ., 0 H ~ ~ ~1"" ~€.D'O B ~ 0(,- ~'\€. E..,- () , ~ '1., ~ A 6 '- c) . \.-\ '7 \ \.1 1- 'fC01'\1\JG W~U-. ~~ w r \ () C (lSf' (\ 0,\::: \006 \J'L~ w --- ~'-\ 0' ?'-f 3. '-{ ! 1- -:. \ ,1 ~ ~ 0" LA. s t... "'l. ". 0 w W \ \? t;. t D OInvC EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SHEET: 1,2> SUBJECT: DATE: BY: C \.-\ ~<:.. ~ \JJ ~ L."- /6'1 ~'\ & \ \1. ...---......---"-..__.--------~---.......~---------......+--~..------~-~ W~LA ,0 Sr~N \) \2.Sl W Y'c'2.E..S ~ uQ..~ ~o ( \ :t 6 ~ 1- 400 Q\....~ n) u '"- \ " \. y 1 ~ 81 ': 5. \..\ ~ . ~ d: 4~ 4~'- I .:,L..( 'I.... ll1 14- "S ~r \ 1- ~ d(... EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SHEET: 1,'\ ~+' " "- . , '" " \ . . . I) '61A ~Wfl- (cd \ 11..--'" vCJJ.% t.lff vi!>> ( 1iS P/ ~~~ 1i ~ 'A (J~v- f<rr // / I z.-t, ----- ~1 SUBJECT: DATE: BY: Nd\L \) \J {\;l(Jr \6~IL~\ u.... Uj~ uVi I L ""1bPQ\I!\.\. .sL~o. ~\ ~ \N r\.. ~c...t' ;}/l!O ~ l'l-~c.V /:YJ 0 E~ \ c..~ Srru::^^' 'f" I ~ ~~ I '" it4-K4..o ~ f l ~ " '\ A A . . . II I .... .., rD 'fc.X C:( CO\v\ r & ;1;1;.'1. ~~(I, Q,SLO Sc.~ h1V1 Ih ~..L\~ ~r 10A (J!- ;' ') .I ! " '.) . ~ 'S~L 81 I~ A()( o ' , ~~.....fe. EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SHEET: :?o SUBJECT: DATE: BY: (eNe. f LOOf2... ~1..Y) ~ Id"r U{?{7€.(t c;.LOO~ -- ---- - .,----..-.-'----...-------...------------ r--.-----~.------------ I I V 5L.~~ 0,.) I G (Z.1).Y7 ~.:'y - - I I i I ------1 I - - - - - -- ( ! ; ! '?t:LC~~ , 'T'~I\J ~ : I I I I I _ _______.____.L ,1'l.~N V \ f...W E...Q '2.. n...\ '-0 ~O Ic~e(q)~(~(%..) (\/~)-~ O,l ~ ~ (.t+ 4oe.\c . c.. ~CQ..O crCQLt.. l,iBI (sa.s')'\. (.te)" . . \ -z. '- 1... ..\,. \< rY\~ \,6 \ ~. \ " 1- ?... ( t.. 1- \L. ": CSS,S A~~ '55.S( 9lbO) ~ \. 0 1- 'L. \1.01 4' 1<t5 As': \ ,"2- "'\ \1.-1 EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SHEET: :;\ SUBJECT: DATE: BY: c..~E.({:'"' ~\-iOn. ~It~<::'$ \;.:) ~c)Q(i\tJ<'" ~L~(1 ~ v;, \,b(.(e\\44,1..~\" 5-:, ~ -0-::. 5'5/"!:J.5 C.CO')(l.?.$\-L)". ,0"1\...\ ~~" c1 V t.~ "L I ~ s \.'2.') \. c S S) (. ~ ". . 0 y 1 1'< ~ : ~ I 01 '"t ~ ~: S'M't.~Q. Q{.\t-,)'? ~'C...Q't? C,1ri E..l~ 1t- ~ tyf \ G IA b Ie- v ~ ': I t. \ ~ 0) ("L I \ J '; lip lSB j::. ':>'r c;s Q.l'- $ Ct1:\E:...l..~ "\ ~ ^M B ~o~12.y --- ,-.---"~........_-_____ .-...._~_.-.~,........._..J_.-""' ~..~_.__ vj (d. '-, ---... 1...\. z. s~ ("Ll. 5"' 2, l...( ~ \~ A.. 1.\...( ~ ~ ~ (." ') (. eJ;) .\\'0 't- \V1 ( ~ t 1:\+. Af 1 b tAol A-. .15 t~ 1, !,f4 6't- - - EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SHEET: 31.--- SUBJECT: DATE: BY: c..\-.4E-c..~ Yv\~So~Q.~. WG.I.A. 't; 0 t'L Sv~ ~ Q. ~"\ \'l€.s. ~ M IVT) -: fv', \/~ (L.1- \~'\ J\~OO q( . 1.. L..' \ "-\ z \, ~ ( 6" - 4 S ( , ~, 't\.oo\ 1)..1' ~ 'L....l.~ Q~,' L f..:>"2- ~ fl.. .( ..u ': [,iB \'4~.'LS~ !bO,q ~'L1.\ ~\CDC ": ~lr '2..:,.B ?~; < ~~ (J~: o \'-- T'i \'( l)& L W (d\.'-. R'E..\rJ~ O~ - EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: . OL'I R ~(] SHEET: ;!> SUBJECT: fY\ ~ ~C.J e'f W~ u.... DATE: BY: 'tY\ ~ ~ () ~ ~2.""-( uJ rd.\., L ,. '- \J ~J2..'\ lc...~L \...0 YO-O \ / woo(J St1"'u(J~ ( 8 IA Q~N t -'r- ~ 'k'" '"T'O P P IIVG I - / et crV\-J · A."" '1-,. ~I v - ~OQr:: Lo~() ->. \ l)L \S QS.~ (\ 5)-. '1.t.S pl.-V- LL 1..~ p~{2 (\ '5) ~. 1> '1 5 9Ll\2- ~Loo\L L..O Q-r) ~ OL \00 QS~ (\\)-. Hoo 9'-1" , , L.l.. \ 0 0 '{'Sf . (\ I) ':. : \ \ 0 0 ~\...\' \ , EDWARD JONSON AND ASSOCIATES, P.S. . Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: OL..'1 R ~r? SHEET: SUBJECT: N\~~C\..\ 'l.,-{ WAu... ~Ur DATE: BY: WlN'Q LOQ() eo \"vipl~ E.({' \; w.... \ b.~ ( ,b'l.) ( \ .1..1 '. \ 1., L ?S '\-- ~~I Sn11 (" ~Q\..-L Lo;n W ~l.\.. uJ 'f.l (:) "'i 1"" Ie ~S'f ('F VLL-( 6l2.Ov1t:O) ~Q" o..p C.A "1:<, (\ + 3~)\JJ . > ~p 'nv- (' ...., Co. o.\,>~ \,0 'Kr':. ;. ~ Co.', ,~ ~ 'n ~ '. '-t . c; :r ~" \, 0 n,,-', C\ 17 Y'~- \.0 \.S6) ( \ ~ ~ (\.15) ) UJ\' .- ,,=,~ ujl? > ,i (. ~b) ., , ~ c:; - 3.(:) fp-r , {, ~ (, e ') ~ '51 ~~f < ~tQt c...oN '\ ~O~} L u '- '\ \ '('\1\ ~ '1' ~ Lo~~O c...OM~VV o.~ \ O,J (!) \.:) + \.-..,. s €> \)~ L~ sit- ..... W } ?'-V ~ ,(." 'S'i(2.'E..$ ~ \'tJt.~~~. Q) 0 --+ \....: 4- &... /L Y . EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SHEET: -; S SUBJECT: t<\Jj t.:>O~(2....( \JJ t) LL DATE: BY: ~ ~S~\'2.~( ~~lrL 'O\~ r '...._ "\,-, ':;, \S 0 0 Q~l N~ \N~~t:.c... ~ \ OJ r.. 'L,~~ \=~,~ o:~ (lSOO) c...-II..).~ '2..SC Q~: )'L q,,'5(\~\ " 0.1.-5 (\SOO) [\ - C"IOlPI'>) ] (/z.-~ "; \ f:> \ ~ ~~ fet'" LoW) (..tl '(V) b.~ Q,l"" atJ <D " .. ~ 'Z- '- 'S .. '!> 1 c; - \ \ 0 0 ("L ') ~ j B \ '-\ .S ~ '. -; \ S , P 1- F- 't:.c.c.E.Nf\t2u. ,,\'-( a F' ~LOOl2. '...0 ~l')~ 1. (0 - ~ ~ 1.. ~ 'Z- ~ .., JYl ~. \ \ 0 0 (i) (1.. -; ') '- S 0 ~ 0 \ V'\ ~ l D \ ~~~. ~\~\ I 'S, $ (\"2...\ :. '-\S.~ ~~l <( \~( ~~.' c...\~ ~C'l.. ~ Co '2..1' ~€.l.yJ~ A5~' SO Co D '"V I A- ~ , O. Db 1-~()OO \.'l} t~.~,: , lV\ '\it\. f&tf lbMO{... .l41 \4OV(tL ~'- . \ Y1 (,?- (3, ~\)" ..00 3 ~ N':. 2.'3.9 K ... :?/2... ~ j ",. ~q EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SHEET: ~~ SUBJECT: m'A~()~\2L( \i)A~ DATE: BY: lqB \ Fb'. ( ~ ';, l ) "'t~t) \ - - '. \b 1 \ ~ '- ?s.', ~'o '. 1 M ~\<..bc\~ :- 'Z-\ ~ObO) . ~ j ~q (, ~t.~ (\2) ~3. 91 - - 1...0S~~~ 1: \~"Z- N. b-. Wi.. S\?~\.~'- J:t.J~ \ LN( ~~\S.<..\ ~l. :!:N ~f\ ~ '0" 5eo <( s,' f 0..'- -; :,Y ?~. fbr- soo (\- a..\ s,~ J ~~ 3~'1 \.-\~Li7~j '/ '20~ ~~, <JK w( ~~f..t.,~ -:INS.. L 0 YOt1 C. Q M ~,rJ 1')1"i' O,J @ \) ~\.. -It '€.( \ \ H . P', 2"LS-'t\\OO('t.)~"e ('-lIS)':.. Mt..Q~ ~l ('l, ;\'-(l6\ (\I\.I:..{)1 1... 1"1 C:, ~'-~ ~ q'-f~ . \b I + l MA', \l- 6 c ('t. \ l1,;) ~ BObCl ,'t"\~\~ EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SHEET: 3; SUBJECT: YY\ 'A SO'f\,)~'( uJ~ \...\.,. DATE: BY: ~o~o c:.o~ ~ <} Q) C.O tJ ~ ~o..': 1-~" '- (5,8(\1~)\ ~ 0 ~~.. Fib ~ So 0 [ \. 3> - ~ 0 /':6 '0 '1 ']:. 'S ~ 0 Q ~ ; -\-~~ 1- [ ~q~ el"L' ~ So bt> l J l~q [.:'1-} (\1...) (;.~)"L ':. ~q6,1 ~s; < SqO ()S~ 0"- C\-1-€. CjL 'b'\ €. t.. <.... ~ 'i '2.. t.. ~ ~ /1, ~" LtE..(J <;C\OC .. ~q"1 (\1...J t,Yoo 0 (\I~\ ~.q\ t 3.8 J - ,oq "I.. \VI I ~ L %L\ 4T u,'" A ~ ~ .. \ I-( l \!A'V! ~ + '> ,0"( '\..- \\.f O~ - - EDWARD JONSON AND ASSOCIATES, P.S. . Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SHEET: ;~ SUBJECT: M Q $ oC\) e..'-{ u.) ~\.,L DATE: BY: W ~\...L.- / F,L.OC It c..OtJ I"JE.( 1"'\ 0 J, U~ '- \lol\.t.+ "t~ 0 ~\...~ yY\ \ ~ \ tv\, v l"'-'\ 1- t.b tJ l"\ ~OW "^~<-. \ l.. ~ t... '- f T'- -S\ (4 .~} 1- 'Lq Q '- '?- 1\- ~ V 5'f~P~ ~r I\-'...ovo/~ l~~ .q ~'-\O\ (. ~ (ti~1-: \. e, \<.(+~ o~ - - L \ Nfl€..'-. 6rf;.1\J \y.J(, W l 01\\-'" (p' A: o LcPlO~ I . I / ~ 0 9~tJ L~", t.L5+,?i~ ~ \lOO(~/" "Z.8oC) ~\-~ 6<:,,\)'\\4 \ b \A m" 1.. e{b) \. ('(e)~ ,1... <-~ ~ l Roc 1.oel~)~' ~\~ '~ '~v\. ~\'-'/'.b;(.q\\\,~)'t. .o~~ ~~, fv"" ,J.\ SO 0 '/. ,d ?,q \'\ os:';\> ,OQ4 ~!.., ~IM~Q.. 'R~\'f,J~ ~-C:G'O EDWARD JONSON AND ASSOCIATES, P.S. , Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 SHEET: ~~ JOB: SUBJECT: DATE: BY: L \.'y.J '\ 'Co l.... c..oNf ....-''-.--_.--...~ .-..... . ", . it ~ ~'\'\.u..tJY7 ~ A...\ ~ ~~~U'rVG ~', , \ \ ('LI.\Oco'l _ -'I~ (0.4.4'\ .... "\ () c:...LO So 'c!.. ~.Co \) E.. 'E-. Q 'E. Q.. L" N~ 'E.. '- 6 <:..p'\ \.l L. '4 \.-f W ( 1:\-. Ll.. ~::ln Rnv f.\ ~v~ ~.u.r /1, b (.'1) l ~t\)" 5 ~.. 4~ ~', c( , s '. . '- ~ '2..0 coo) ','to -' _. \v, .., , b <. 5 ~ .'-\ ) L( ( U.5~ CO'" ~(J t) {\vvlJ \60\\t>.~_ ~~\'V~ A5" \"L6()o (\"to) '1 &..\ 000 (. q ) (~,) - 1.- C'~; ''''' 2... 1:\ ,6' ot. e . - ~,..~J?__ ,.(,. ("L.\) - I 00 ~ 9 prJ ..:.. 0 q 7 $.."l. . ~S .J " ,~~ ~b~' ~ l \~~O() ') (l1.t) . (',b)~ 2.$ ~ (. ~f>' c ~ 5) t=:b r. \/~ (\'30'0):" '6 ()~ ..... '- 'Z.. q L '\7 5/' ~ s: i .,:>'Z.'1 L, ot EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: SHEET: ~() SUBJECT: DATE: BY: <: \-\ E.( \.L \...\' L,tJ'\ a f?\~ "! . e ( '2.) " \'- 5'b ~\A 'E. <.JL \ Co l-r 'O'E- 't...lf L \ 'N '\'f:. \... CV"- S b 001 . /.(., <"I~)( ,q) b ; i S1 S9~C.\N(", o~ ~'\\. e.:t.v t7 ~ 5 ~. I 1- C't 0 \ 00 C> ) , ," (b 5) ~ B.'6H c.A4 U-\L 1> .." Q€.v<rU J . .1,.;. 4 \I .~ z..a <(!;; S., .'2.... (1.0000) le.b ,'-" ( ~ \ ., ,b \ ~B~ \ I ~ I u.s~ 3z"w \)E..~1\) \..).j( --\:4-tl &1' J f; 1.1 \ \ I Edward Jonson and Associates, P.S. Cor1sulting Structural Engineers 5990 Battle Point Drive Bainbridge Is., WA 98110 (206)780-0524 Fax (206)780-5587 Title : Olympic Rad Masonry Job # : ...New... Dsgnr: Description.... Date: DEC 18,1998 4-1 Page 1 of 2 . 1,880.0 psf 31.0psf 31.0 pcf 375.0 pcf O.Oft I 0.400 O.OOin 1,143.1Ibs 255.21bs 1,501.6Ibs O.Olbs CANTILEVERED RETAINING WALL DESIGN . I SOIL DATA Allow Soil Bearing Equivalent Fluid Pressure Method Active Soil Pressure - Heel Side Active Soil Pressure - Toe Side Passive Pressure Water table height over heel , I SLIDING DATA I GENERAL Retained Height Wall height above retained soil Slope Behind Wall Height of Soil over Toe Soil Density I FOOTING DATA Toe Width Heel Width Total Footing Width Footing Thickness I KEY DATA Distance from Toe Width Depth I FOOTING DESIGN RESULTS fc Fy Minimum As % Rebar Cover @ Top Rebar Cover @ Bottom ACI Factored Soil Pressure Mu' : From Upward Loads Mu' : From Downward Loads Mu: Used For Design Actual One-Way Shear Allowable One-Way Shear I DESIGN SUMMARY Total Bearing Load ...resultant ecc. Soil Pressure @ Toe :: Soil Pressure @ Heel :: ACI Factored Press @ Toe ACI Factored Press @ Heel Footing Shear @ Toe :: Footing Shear @ Heel :: WALL STABILITY RATIOS Overturning Stability Ratio Sliding Ratio Ratio 1,422 <:: 246 <:: :: 7.50 ft 0.00 ft 0.00: 1 0.00 in :: :: :: :: :: :: 1.00 ft Friction Factor @ Footing & Soil :: :: 3.50 ...neglect ht. for passive :: :: 4.50 :: 14.00 in Lateral Sliding Force :: less Passive Pressure Force :: I less Friction Force :: :: 0.00 ft Added Restraint Force Required :: :: 0.00 in :: 0.00 in I :: 2,500 psi Minimum Footing Rebar Options...... :: 60,000 psi :: 0.0018 Toe Side...... Heel Side.... :: 2.00 in Not req'd . #4 @.9.75 in :: 3.00 in Mu < S ."Fr #5 @ 15.00 in Toe Heel #6@21.50 in # 7 @ 29.00 in :: 1,991 345 psf # 8 @ 38.25 in :: 934 o ft-# # 9 @ 48.25 in :: 123 o ft-# # 10 @ 48.25 in = 812 3,705 ft-# = 1.71 28.74 psi Key Reinforcement: Not Req'd :: Mu<S*Fr :: 85.00 85.00 psi I Summary of Stem Section Designs.... Top: 8 in Mas, #4@16.00 in@Cntr, From 7.5 ft to 2.0 ft 2nd: 8 in Cone, #5@16.00 in@Cntr, From 2.0 ft to 0.0 ft RetainPro V4.0a (c) 1989-96 ENERCALC :: :: :: :: 110.00pcf :: 3,754 Ibs 6.34 in 1,880 psf 1,880 psf 1,991 psf 345 psf 85.0 psi 85.0 psi :: :: :: 1.7 <:: 28.7 <:: :: 2.93 1.54 :: Edward Jonson and Associates, P.S. Cbnsulting Structural Engineers 599o.Battle Point Drive Bainbridge Is., WA 98110 (206)780-0524 Fax (206)780-5587 Title : Olympic Rad Masonry Job # : ...New... Dsgnr: Description... . Date: DEC 18,1998 4z,... CANTILEVERED RETAINING WALL DESIGN Page.20(2 SUMMARY OF OVERTURNING & RESISTING FORCES & MOMENTS ..... OVERTURNING..... Distance Moment ft ft-# 2.89 3,363.3 I Item Heel Active Pressure Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Toe Active Pressure Soil Over Toe Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions = Footing Weight = Key Weight = Vert. Component = Added Lateral Load = Load @ Stem Above Soil = TOTALS = 1,143.1 O.T.M. = Vertical component of active pressure used for soil pressure Toe Surcharge Not Used To Resist Overturning Heel Surcharge Not Used To Resist Overturning = Force Ibs 1,164.2 Force Ibs .....RESISTING..... Distance ft Moment ft-# 2,337.5 3.08 7,207.3 = = = = 0.00 = -21.1 0.39 -8.2 629.0 1.33 838.7 787.5 2.25 1,771.9 3,355.1 3,754.0 R.M. = 9,817.8 Resisting/Overturning Ratio 2.93 I STEM CONSTRUCTION & DESIGN Top Stem 2nd Stem Stem OK Stem OK Design at this height above ftg = 2.00 ft 0.00 ft Wall Material Above "Ht" = Masonry Concrete Thickness = 8.00 in 8.00 in Rebar Size = # 4 # 5 Rebar Spacing = 16.00in 16.00 in Rebar Placed at = Cente Cente - Design Data fb/FB + fa/Fa = 0.861 0.951 Total Force @ Section = 468.91bs 1,482.2 Ibs Moment....Actual = 859.6ft-# 3,705.5 ft-# Moment.... .Allowable = 998.5 ft-# 3,898.0 ft-# Shear.....Actual = 11.631bs 30.88 psi Shear.....Allowable = 38.73 psi 85.00 psi Bar Embed ABOVE Ht. = 20.66 in 17.04 in Bar Embed BELOW Ht. = 12.40in 9.94 in Wall Weight = 78.0 psf 100.0 psf Rebar Depth 'd' = 3.75in 4.00 in Masonry Data fm = 1,500 psi Fs = 24,000 psi Solid Grouting = Yes Special Inspection = Yes Modular Ratio 'n' = 25.78 Short Term Factor = 1.000 Equiv. Solid Thick. _ = 7.60in Concrete Data fc = 2,500 psi Fy = 60,000 psi RetainPro V4.0a (c) 1989-96 ENERCALC 8" Mas wi #4 @ 16.in ole Solid Grout, Spe Insp 8" Cone wi #5 @ 16.in ole U ~i::l~::(:~:::;:::.:.: :::i~li~li\~i~]l!!~~II~li~~!~~I)l~]~~!l]~ Designer select all horiz. reinf. 1 '-0" 3'-6" 4'-6" 43 5'-6" 7'-6" 7'-6" 2'-0" 1'-2" 7- 16 g I ~--- ~ ? t ~ I GENERAL Retained Height Wall height above retained soil Slope Behind Wall Height of Soil over Toe Soil Density I FOOTING DATA Toe Width Heel Width Total Footing Width Footing Thickness = 5.50 ft 0.00 ft 0.00: 1 0.00 in = = = = 110.00pcf = 1.00 ft 2.42 3.42 12.00 in = = = I KEY DATA Distance from Toe Width Depth I FOOTING DESIGN RESULTS fc Fy Minimum As % Rebar Cover @ Top Rebar Cover @ Bottom ACI Factored Soil Pressure Mu' : From Upward Loads Mu' : From Downward Loads Mu: Used For Design Actual One-Way Shear Allowable One-Way Shear I DESIGN SUMMARY Total Bearing Load ...resultant ecc. Soil Pressure @ Toe = Soil Pressure @ Heel = ACI Factored Press @ Toe ACI Factored Press @ Heel Footing Shear @ Toe = Footing Shear @ Heel = WALL STABILITY RATIOS Overturning Stability Ratio Sliding Ratio Ratio I = 0.00 ft 0.00 in 0.00 in = = = 2,500 psi = 60,000 psi = 0.0018 = 2.00 in = 3.00 in Toe Heel = 1,348 328 psf = 624 o ft-# = 105 o ft-# = 519 1,461 ft-# = 3.13 16.23 psi = 85.00 85.00 psi = 2,044 Ibs 4.16 in 1,880 psf 1,880 psf 1,348 psf 328 psf 85.0 psi 85.0 psi Date: DEC 18,1998 A~ Page 10'2 . = 1,880.0 psf = 31.0 psf = 31.0pcf = 375.0 pcf = O.Oft . = 0.400 = O.OOin = 639.4lbs = 187.51bs = 817.7Ibs = O.Olbs I Title : Olympic Rad Masonry Job # : ...New... Dsgnr: Description.. .. Lateral Sliding Force less Passive Pressure Force less Friction Force Added Restraint Force Required Minimum Footing Rebar Options...... Toe Side...... Heel Side.... Not req'd Not req'd Mu < S * Fr Mu < S * Fr Key Reinforcement: Not Req'd = Mu<S*Fr I = Summary of Stem Section Designs.... Top: 8 in Mas, #4@16.00 in@Cntr, From 5.5 ft to 2.0 ft 2nd: 8 in Cone, #5@18.00 in@Cntr, From 2.0 ft to 0.0 ft RetainPro V4.0a 963 <= 234 <= = = 3.1 <= 16.2 <= = 2.97 1.57 = (c) 1989-96 ENERCALC Edward Jonson and Associates, P.S. qonsulting Structural Engineers 5990 Battle Point Drive Bain'bridge Is., WA 98110 (206)780-0524 Fax (206)780-5587 Title : Olympic Rad Masonry Job # : ...New... Dsgnr: Description.. .. Date: DEC 18,1998 ~s CANTILEVERED RETAINING WALL DESIGN Page,2 of 2 . SUMMARY OF OVERTURNING & RESISTING FORCES & MOMENTS .....OVERTURNING..... Distance Moment ft ft-# 2.17 1,418.9 Item Heel Active Pressure Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Toe Active Pressure Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions Footing Weight Key Weight Vert. Component Added Lateral Load Load @ Stem Above Soil TOTALS .....RESISTING..... Force Distance Moment Ibs ft ft-# = Force Ibs 654.9 1,058.8 2.54 2,691.0 = = = = 0.00 = -15.5 0.33 -5.2 = = 473.0 1.33 630.7 = = 512.5 1.71 875.5 = = = = = 639.4 2,044.2 R.M. = 4,197.2 O.T.M. = 1,413.7 Vertical component of active pressure used for soil pressure Toe Surcharge Not Used To Resist Overturning Heel Surcharge Not Used To Resist Overturning STEM CONSTRUCTION & DESIGN Resisting/Overturning Ratio 2.97 I Top Stem 2nd Stem Stem OK Stem OK Design at this height above ftg = 2.00ft 0.00 ft Wall Material Above "Ht" = Masonry Concrete Thickness = 8.00 in 8.00 in Rebar Size = # 4 # 5 Rebar Spacing = 16.00in 18.00 in Rebar Placed at = Cente Cente Design Data fb/FB + fa/Fa = 0.425 0.418 Total Force @ Section = 189.91bs 797.1 Ibs Moment... .Actual = 221.5ft-# 1,461.3 ft-# Moment.... .Allowable = 521.2ft-# 3,493.2 ft-# Shear.... .Actual = 4.711bs 16.61 psi Shear.... .Allowable = 19.36psi 85.00 psi Bar Embed ABOVE Ht. = 12.00in 12.00 in Bar Embed BELOW Ht. = 12.00in 6.00 in Wall Weight = 78.0 psf 100.0 psf Rebar Depth 'd' = 3.75in 4.00 in Masonry Data fm = 1,500 psi Fs = 24,000 psi Solid Grouting = Ves Special Inspection = No Modular Ratio 'n' = 25.78 Short Term Factor = 1.000 Equiv. Solid Thick. = 7.60in Concrete Data fc = 2,500 psi Fy = 60,000 psi RetainPro V4.0a (c) 1989-96 ENERCALC 8" Mas wi #4 @ 16.in ole Solid Grout, 8" Cone wi #5 @ 18.in ole Designer select all horiz. reinf. .' ..----..-." 3'-6" ................. f:mm ::~~m: ;:::::::;:;:;:;: ::111;'111 ~il~~ ;i~~1 2'-0" 1~1.',IIJ.llllll~l~~~~'ll~~~~~ 1'-0" 1'-0" 2'-5" 3'-5" ~ 5'-6" 5'-6" L:( ~. 1.-;:) .--:-:-- t""L-- EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: OL'-f ~~O SHEET: SUBJECT: LQ\82AL \..O~O ~ L\ DATE: BY: L~'\€.~ ~- lofd-O ~ " - S~t'V\ I l.. Root: ~ VJcoo SH~~rt vJ ~\...l ~ ~\~ ~.S ~ \...C C Q.. ~ c.cN'- ~\..O 0 rl. 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Consulting Structural Engineers . . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: 0'-'1 ~1;j:Q SHEET: '-:> SUBJECT: DATE: BY: ~t'tJY) It IA 8D \Y\? 'J ~(' B 't(\{.. "'\\~ 0 () -Z- Av~ ~\J l~O \tlwl.J \A€.lb t-4 r 'Z.~ \ 9r~'- \ tD .'4 Q~~ c..e... ~ 0.12- ~OO'?- ~'Jb \R,~ \-\ t:.l ~ \-\ r &; + \ 0 17... ~ \ \ W \'rVO (.0 IV '\ ILO(.... f W~~ \b.~C11.) \\.31 (\\1= \<oq <PLfZ- < N02..'il.) - ---- ~~ \..L ~'- \,=,q('~~S)". . '. I .., (Po ~ \ '0.1" W fa. l.\... "- '0$ ~,\q. 0.0-- 1.\\ \J'-~ Y'2! () s ~ w I e J ,4 r 6 t.I 0 I~ "t.1..{ -T \ "L ~ '0 (:, I ,J.o.u.: 'Z..bo (62..)-. Z.l~ pt....l=- ~'f..c't... O\Td(,'IH~~6~ '-V ~- i b 05 I q 0 '- 6~5 ~\...F -J~\....L.. ~ \ ~O (. :8t,\'- . \\4. ~ ~'-'f '> E)'S. PL-?'- \ 1... \ (0 J. .. N ~\i_~. T;.....,bO~ (q oJ. : .q.50 \b.J S (qO) ~CtZ.O FoeU:: o~: EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: OLIoof ~~ SHEET: L~ SUBJECT: DATE: BY: ~~ Q., 1'\ \~ W ~ "^" c..o.tJ 1 O\)~e.~\} l<-t-J \'t.J \i \,\ W~l.). iMOf{":~' 'L\$\U(\o\'~ '2...S~,-~ ~-\b D,- \0 (:z..e,\'\ (-(2..) (\/~~$'. II C> ~C~ \f\rh.:- '\ loll '2...) \. cl~ '. 1 '2. ~'-lo .\- \1. "\ '"-l 0'10,',. \b.> us~ ~\dD S Bol,O oowiJ "V El2..1\.)(2.w l.v 0 oJ 7-4 ( vJ 9 L..~ 'fYIo'r~- L\\ (~lllo)'~ SC bL..\o ..~- \b \ e 00 \'0 ~ We\'\ \0 (\B):' \5~ ~I...f ~,(? I , l~M . ~ ,~ LJ /~/ --_...._~------- ----..~~---------- 1 "Z..1ot I 1 'mct.:~ \~oa (1J-tJ("'(b)-' \~~U~ ~-\1.. "\ '. \ S \ 0 \ '0 ~ 5\\-\0 ~ BO\.-rJ Q () w\oJ i EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: OL Y Rty'7 SHEET: L C; SUBJECT: DATE: BY: Soui~' \JJ~L~ --.----. F~ ., '=> O~ \bJ L:=: q()' 0-; l.A~'L \(",w os ~ w( e-1 tY\~'T~ -r-r bo'S (\0\ '. 1 b c'S ~ B~ ?\....tf ~f to J1 o/.~_ ;. <:,I-( U ? Lt.) -... \s~?~ I r ~Gl. . 1 fIL JJtr J I " . !! /' ! 1 ! /. . : "'- ../ I . ,~. / ' , " .-' I _ ~---'---_~ ~o ~~ L~ ~. \J,. M'DL"- G \.4. ~ (<1 D) "+" \ SC)\\f;)) (b -+1 ~ -;. \ Sc (SO) \\1. '3) ~ 50'" \ c C) ~. ~6 O~ I\J u \A 0 l,..vJ '0 D ~t-J U-D' '0 - -- W E.. ~{ W (). L-L ~ -' F ~ '"1~oS \b-! L? z..~..;- \~'; . 35' iJ '. 2~ e ?L~ (~Vd2.t?Gt.) us!. e ~ ~(" ~~ CI!, C Ij E..e..1" () l2.1\J uv " ,,~ , '2.. \ vJ B ~ fY\c'\.... "t\e(\~\\o\~-u:,\tao' R'\~ 'ti\:f)\..? \ t) (\1\( I "L)\.. ('h) , \t 't.L4 D ~ ~ ll, \' '; \ \ \.D fJ - \ 'Q.-.1 us t... . ~j".\rt'O ~ . ~CL.O 00 u.",J : EDWARD JONSON AND ASSOCIATES, P.S. Consulting Structural Engineers . . . . 5990 Northeast Battle Point Drive Bainbridge Island, WA 98110-3407 (206) 780-0524 Fax (206) 780-5587 JOB: O,-y SHEET: ~ SUBJECT: DATE: BY: 8" . f\ tJS't. . W l(1~_ ~ F~ .~ ..,~C?S .\b ! .. I ~" ,- t ", ~ ' \-\0' Vi,:- \ '1q . ,,-..~ ,t.:"a.,..~~irs .!'/~/. 8.1 :.Qf' ~ ,. . ~ , Mo'rr~--~t'6<?S(\ol~i'i'b o"S;6 '~":lb , 1 . .L.....~J. ~~ ym>~C~~__l -~ .. "~. . \ .----_.- ~O'- \ e,o(iol (~o)( t/~).~ q 5qo~~.lj, f- -S ~ \, 'th : '}: i IV I b: ~ () . \A O";(}d : 06W,,) ,. -1 ~ , ' , . 'i I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING INvESTIGATION OLYMPIC RADIOLOGY BUILDING \ 2112 CLARE AVENUE BREMERTON, WASHINGTON PROJECT NO. 062-98243 NOVEMBER 16, 1998 Prepared for: GREG BELDING 262 FOURTH STREET BREMERTON, WASHINGTON 98337 Prepared by: KRAZAN & ASSOCIATES, INc. GEOTECHNICAL ENGINEERING DIVISION 383 EQUESTRIAN DRIVE POULSBO, WASHINGTON 98370 (360) 598-2126 I I I I I I I I I" I I I I I I I I I Iv ~~I<razan .& ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 16, 1998 KA Project No. 062-98243 Mr. Greg Belding 262 Fourth Street Bremerton, Washington 98337 RE: Olympic Radiology Building 2112 Clare Avenue Bremerton,' Washington Dear Mr. Belding: In accordance with your request, we have completed a Geotechnical Engineering Investigation for the referenced site. The results of our investigation are presented in the attached report. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, . KRAZAN AND ASSOCIATES, INC. ~~a- ~a-ck- Dean Alexander Principal Engineer RPE No. 00030508 DA:kcp Ten Offices Serving The Western United States 383 Equestrian Drive. Poulsbo, Washington 98370. (360) 598-2126. Fax: (360) 598-2127 11 IJ ~~I<raza.I1 & ASS 0 C I ATE S, I N C . GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION IJ Il [I [I [I n Ij IJ [I [I [] TABLE OF CONTENTS INTRODUCTION ................... .................................................. ............. .............. .......... ........ ............ ............ ........ ............1 PURPOSE AND SCOPE ...... ........................ ....... ............ ........................ ......... ...... ............... ........ ..... ...... ......... ........... ......1 PROPOSED CONSTRUCTION ... ................ ....... ......... ........... ...................... ........ ......... ......... ....... ..... ............... ..:........... 2 SITE LOCATION AND SITE D ESCRIPTI ON ...............................................................................................................2 G EO LOG I C SETTING .................. ................... ........ .......................... ............. ............... .............. ...... ..... .... ........... ........... 2 FIELD AND LABORATORY INVESTIGATIONS.... ...... ........................ ........... ........... ..... ....... ....... .......... ..... ........ ...... 3 SOIL PRO FILE AND SUBSURFACE CO ND ITI ONS...................................................................................................3 GROUNDWATER.......... ...... ................ .... ............. ................. ........................... ......... ............ ....... ...... ......... ........... ...........3 CONCLUSIONS AND RECOMMEND A TI 0 NS ............................................................................................................ 3 Administrative Summary ..... .... ..... .... .... ... .................. ............ ... ... .... ......... ... .... ...... ...... .......... ...... ...... ......... ........ ... ..... ......3 Groundwater Influence on Structures/Construction .... ... ... ... ........ ....... ......... ..... ...... ............... ....... ...... .... .... ........ ... ..... ...... 4 Site Preparation............................................................................................................................ .....................................5 Engineered Fill...................................................................................................................................... ............................6 Drainage and Landscaping............................................................................................................................ ....................6 Utility Trench Backfill.............................................................................................................................. ........................6 Foundations.......................................................................................................................... .............................................7 Floor Slabs and Exterior Flatwork ........ .......................... ....... ............ ..... .................... ....... ........ .............. .........................8 Lateral Earth Pressures and Retaining Walls .................................................................................................................... 8 Pavement Design............................................................................................................................... ............................... 8 Compacted Material Acceptance .... .... .............................. ...... ... ... .... ..... ...... ........... ........ ................... ..... ............... ..... .... lO Testing and Inspection............................................................................................................................. ....................... 1 1 LIMITATIONS. ................. ......... ........... ......... ....... ........... ........ ............... ................. ...... ...................... .... ............. ........... 11 II i I , I VICINITY MAP ........ .... .... .... ....... ....... ... ... ..... .... .... ... ... ... ... ....... ........... ... ....~. ... ..... .... ....... ...... .............. ... ...... ... 12 I-I I ! , I U SITE PLAN ... ..... ...... ... ...... .... .... .... .... .... ....... .... ..... ............... ..... ........... ........ ....... ..... ....... ........ ... ..... .......... ......... 13 LOGS OF TEST PITS (1 through 5)............................................................................................ Appendix A u GENERAL EARTHWORK SPECIFICATIONS ...................................................................... Appendix B GENERAL PAVING SPECIFICA TIONS.................................................................................. Appendix C .U li [I Ten Offices Serving The Western United States 383 Equestrian Drive. Poulsbo, Washington 98370. (360) 598-2126. Fax: (360) 598-2127 06298241 9l-draft [I I~I [I [I IJ Il KA No. 062-98243 Page No.2 . Evaluation of the data obtained from the investigation and an engineering analysis to provide recommendations for use in the project design and preparation of construction specifications. . Preparation of this report summarizing the results, conclusions, recommendations and findings of our investigation. PROPOSED CONSTRUCTION IJ We understand that design of the proposed development is currently underway; structural load information and other final details -pertaining to the structures are unavailable. On a preliminary basis, it is understood that the development on the subject site will consist of a split level, one to two story structure with slab-on- grade design and associated retaining wall. The building will be approximately 9200 square feet in size. On- site parking and landscaping are also planned. Footing loads are anticipated to be light to moderate. However, we understand that large pieces of radiological equipment with weights up to 2 tons will be utilized in the building. n In the event these structural or grading details are inconsistent with the final design criteria, the Soils Engineer should be notified so that we may update this writing as applicable. I ' " .1, J SITE LOCATION AND SITE DESCRIPTION I-I j The proposed site for the Olympic Radiology Building encompasses approximately 0.77 acre. The site is located at 2112 Clare Avenue, in the northwest quadrant of Section 12, Township 24 North, Range 1 East. The site is located at the northeast comer of Clare Avenue and Hemlock Street. I] 1~1 'I j IJ n The site is currently undeveloped. At the time of the site investigation, the majority of the site had fresh growth consisting of blackberry bushes and scotch broom. The western portion of the site had a few scattered mature trees. Con~rete foundations and retaining walls are on the northwest, northeast and south portions of the subject property. It is our understanding that the property had been utilized for Navy Housing in the past. The structures were demolished several years ago. Large chunks of concrete were observed in the south foundation. Mounds of soil dumped on the site were observed on the north portion of the property. The site is bordered to the north by Health South Diagnostic Center, to the south and east by Hemlock Street, to the west by Clare Avenue with an apartment complex beyond. The site slopes moderately to the south. GEOLOGIC SETTING L L: U ti The subject site lies within the central Puget Lowland. The lowland is part of a regional north-south trending trough that extends from southwestern British Columbia to near Eugene, Oregon. North of Olympia Washington, this lowland is glacially carved, with a depositional and erosional history including at least four separate glacial advance/retreats. The Puget Lowland is bounded on the west by the Olympic Mountains and on the east by the Cascade Range. The lowland is filled with glacial and nonglacial sediments consisting of interbedded gravel, sand, silt, till, and peat lenses. L1 Geologic maps indicate that the property is located in an area that is predominantly Vashon Till overlain by a varying depth of sandy silt and silty sand. Krazan & ASSOCIates, Inc. Ten Offices Serving The Western United States 06298243.95-draft I I I I I I I I KA No. 062-98243 . Page No.4 'I I Two existing foundations exist in the area of the proposed parking on the north portion of the site and up to 4 feet of fill material. To minimize settlement problems in the parking area we recommend that the upper three feet of material outside the foundations be removed and recompacted. In the foundations we recommend that the upper 24 inches in the existing building foundation be removed and/or recompacted. Trees were located on the site. If not utilized for the proposed development, the trees should be removed and the resulting excavation should be backfilled with Engineered Fill. Tree removal operations should include roots greater than I inch in diameter. The resulting excavations should be backfilled with Engineered Fill. I I I I I Sandy soil conditions were encountered throughout the site. These cohesionless soils have a tendency to cave in trench wall excavations. Shoring or sloping back trench sidewalls may be required within these soils. After completion of the recommended site preparation, the site should be suitable for shallow footing support. The proposed structure footings may be designed utilizing an allowable bearing pressure of 2,500 psf, for dead-plus-live loads. Footings should have a minimum embedment of 18 inches. Groundwater Influence on Structures/Construction I I I I Based on our findings and historical records, it is not anticipated that groundwater .will rise within the zone of structural influence or affect the construction of foundations and pavements for the projeCt. However, if earthwork is performed .during or soon after periods of precipitation, the sub grade soils may become saturated, pump, or not respond. to densification techniques. Typical remedial measures include discing and aerating the soil during dry weather; mixing the soil with dryer materials; removing and replacing the soil with an approved fill material; or mixing the soil with an approved lime or cement product. Our firm should be consulted prior to implementing remedial measures to observe the unstable subgrade conditions and provide appropriate recommendations. Krazan & ASSOCiates, Inc. Ten Offices Serving The Western United States 06298243.9S-<lraft. I I I I I I I I 'I :1 I I I I I I I I I KA No. 062-98243 Page No.5 Site Preparation General site clearing should include removal of vegetation, existing utilities, structures including foundations, basement walls and. fJoors, existing stockpiled soil, trees and associated root systems, rubble, rubbish and. any loose and/or saturated materials. Site stripping should extend to a min'imum depth of two to four inches, or until all organics in excess of 3 percent by volume are removed. Deeper str.ipping may be required in localized areas. These materials will not be suitable for use as Engineered Fill. However, stripped topsoil may be stockpiled and reused in landscape or non-structural areas. Presently, the site is occupied by existing structures. It is suspected that demolition activities of the existing structures will disturb the upper soils. After demolition activities, it is recommended ~at the upper 24 inches within. building pad. and exterior flatwork areas, be removed, moisture-conditioned as necessary, and recompacted to a minimum of95 percent of maximum density based on ASTM Test Method DI557. . Test pits within the building limits encountered loose fill at depths ranging from 2 to 3 feet It appears that this area may have been reworked during original site development Up to 4 feet of fill material was encountered in the northern portion of the property in the proposed parking area. The fill material predominantly consisted of sand occasionally interbedded with gravel. The fill material appeared to have been loosely placed and. not properly compacted.. Therefore it is recommended that the fill material be removed and/or recompacted to a minimum of 95 percent of maximum density based on ASTM Test Method DI557. The fill will be suitable for reuse as non-expansive Engineered Fill provided that it is cleansed of excessive organics and debris. Within the proposed pavement areas, it is recommended that the existing. fill soils be removed and/or recompacted. Fill material should be compacted to a minimum of 95 percent of maximum density based on ASTM Test Method DI557. As an alternative, the owner may elect not to recompact the existing fill within the paved areas. However the owner should be aware that the paved areas may settle, which may require annual maintenance. At a minimum, it is recommended that the upper 12 inches of subgrade soil be moisture conditioned to a near optimum moisture and recompacted to a minimum of 95 percent of maximum density based on ASTM Test Method D1557. Trees were located on the site. If not utilized for the proposed development, the trees should be removed and the resulting exciivationshould be backfilled with Engineered Fill. Tree removal operations should include roots greater than I-inch in diameter. The. upper soils, during wet winter months, become very moist due to the absorption characteristics of the soil. . Earthwork operations performed during winter months may encounter very moist unstable soils, which may require removal to grade a stable building foundation. Project site winterization consisting of placement of aggregate base and protecting exposed soils during the construction phase should be performed. Existing structures are located on the site, Any buried structures encountered during construction should be properly removed and backfilled. Excavations, depressions, or soft and pliant areas extending below planned finish subgrade level should be cleaned to firm undisturbed soil, and backfilled with Engineered Fill. In Krazan & Associates, Inc. Ten Offices Serving The Western United States 06298243 95-<1raft. I I I I I I I I I I I I I I I I I I I KA No. 062-98243 Page No.6 general, any septic tanks, debris pits, cesspools, or similar structures should be entirely removed. Concrete footings should be removed to an equivalent depth of at least 2 feet below proposed footing elevations or as recommended by the Soils Engineer. Any other buried structures should be removed in accordance with the recommendatioqs of the Soils Engineer. Resulting excavations should be backfilled with Engineered Fill. A representative of our firm should be present during all site clearing and grading operations to test and observe earthwork construction. This testing and observation is an integral part of our service as acceptance of earthwork construction is dependent upon compaction ofthe material and the stability of the material. The Soils Engineer may reject any material that does not meet compaction and stability requirements. Further recommendations of this report are predicated upon the assumption that earthwork construction will conform to recommendations set forth in this section and the Engineered Fill section. Eneineei-ed Fill .. The organic-free on.,.site soils are predominantly sand and silty sand. These soils are occasionally interbedded with scattered gravel. These soils will be suitable for reuse as non-expansive Engineered Fill provided it is cleansed of any excessive organics and or debris. The on-site fill soils are predominantly sand and gravely sand. These soils will be suitable for reuse as non- expansive Engineered Fill provided it is cleansed of any excessive organics and debris. Imported Fill material should be predominantly non-expansive granular material with a plasticity index less than 10 and a UBC Expansion Index less than 15. Imported Fill should be free from rocks arid lumps greater than 4 inches in diameter. All Import Fill material should be submitted for approval to the Soils Engineer at least 48 hours prior to delivery to the site. Fill soils should be placed in lifts approximately 6 inches thick, moisture-conditioned as necessary and compacted to 95 percent of the maximum density based on ASTM Test Method D1557. Additional lifts should not be placed if the previous lift did not meet the required dry density or if soil conditions are not stable. Drainaee and Landscaoine The ground surface should slope away from building pad and pavement areas toward appropriate drop inlets or other surface drainage devices. It is recommended that adjacent exterior grades be sloped a minimum of 2 percent for a minimum distance of 5 feet away from structures. Subgrade soils in pavement areas should be sloped a minimum of 1 percent and drainage gradients maintained to carry all surface water to collection facilities and off site. These grades should be maintained for the life of the project. Utility Trench Backfill Utility trenches should be excavated according to accepted engineering practice following OSHA (Occupational Safety and Health Administration) standards by a contractor experienced in such work. The responsibility for the safety of open trenches should be borne by the contractor. Traffic and vibration adjacent to trench walls should be minimized and cyclic wetting and drying of excavation side slopes should Krazan & ASSOCiates, Inc. Ten Offices Serving The Western United States 06298243.95-<iraft. I I I I I I I I ,I I I I I I I I I I I KA No. 062-98243 Page No.7 be avoided. Depending upon the location and depth of some utility trenches, groundwater. flow' into open excavations could be experienced, especially during or shortly following periods of precipitation. Sandy soil conditions were encountered throughout the site. These cohesionless soils have a tendency to cave in trench wall excavations. Shoring or sloping back trench sidewalls may be required within these sandy soils. Utility trench backfill placed in or adjacent to buildings and exterior slabs should be compacted to at least 95 percent of the maximum dry density (ASTM DI557). The upper two feet of the utility trench backfill placed in pavement areas should be compacted to at least 95 percent of the maximum dry density (ASTM DI557). Pipe bedding should be in accordance with pipe manufacturer's recommendations. The contractor'is responsible for removing all water sensitive soils from the trench regardless of the backfill location and compaction requirements; The contractor should use appropriate equipment and methods to avoid damage to the utilities and/or structures during fill placement and compaction. Foundations The proposed structures may be supported on a shallow foundation system. bearing on Engin~ered Fill. Spread and continuous footings can be designed for the following maximum allowable soil bearing pressures: . ' " . .,R : :L' 'd"">'; ,:',: , AlIowable;toadbii!. . . . y'. ~, -,' OR,'. . ,','.. . ' DeadLoad Only 1,880 psf Dead-Plus-Live Load 2,500 psf Total Load, including wind or seismic 3,325 psf . loads Exterior footings should have a minimum depth of 18 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. Interior footings should have a minimum depth of 12 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. Footings should have a minimum width of 12 inches regardlessofJoad. " The total settlement is not expected to exceed Yz inch. Differential settlement, along a 20-foot exterior wall footing, or between adjoining column footings, should be less than Yz inch, producing an angular distortion of . . 0.002. Most of the settlement is expected'to occur during construction, as the loa4s are applied. However, additional post-construction settlement may occur ifthe foundation soils are flooded or saturated. Providing the site is prepared as recommended in our report, seasonal rainfall, water run-off, or normal watering practice of trees and landscaping areas, around the proposed building, should not flood and/or saturate the footings, and consequently produce additional post-construction settlement. Resistance to lateral footing displacement can be computed using an allowable friction factor of 0.40 acting between the base of foundations and the supporting subgrade. Lateral resistance for footings can Krazan & ASSOCiates, Inc. Ten Offices Serving The Western United States 06298243.95-draft I I I I I I I I I' 'I I I I I I I I I I KA No. 062-98243 Page No.8 alternatively be developed using an allowable equivalent fluid passive pressure of 375 pounds per cubic foot acting against the appropriate vertical footing faces. The frictional and passive resistance of the soil may be combined without reduction in determining the total lateral resistance. A '/3 increase in the above value may be used for short duration, wind or seismic loads. Floor Slabs and Exterior Flatwork Both wood floors and floor slab construction should be appropriate for this project. Slab-on-grade construction should have a moisture barrier incorporated into the floor slab design. Interior slab-on-grade should have at least 2 inches of clean free-draining concrete sand placed below the floor slab. The sand should conform to ASTM C33 requirements for fine aggregate. An impervious membrane (vapor barrier) should be placed under the 2 inches of sand. This system of 2 inches of sand and a vapor barrier should be underlain by an additional 2 inches of clean concrete sand to prevent capillary moisture rise. Prior to pouring concrete, the sand should be thoroughly consolidated. The exterior slabs should be poured separately in order to act independently of the walls and foundation system. Exterior finish grades should be sloped a minimum of 1 to 1 Y2 percent away from all interior slab areas to preclude ponding of water adjacent to the structures. All fills required to bring the building pads to grade should be Engineered Fills. Lateral Earth Pressures and Retainin2: Walls Walls retaining horizontal backfill and capable of deflecting a minimum of 0.1 percent of its height at the top may be designed using an equivalent fluid active pressure of 31 pounds per square foot per foot of depth. Walls incapable of this deflection or are fully constrained walls against deflection may be designed for an equivalent fluid at-rest pressure of 58 pounds per square foot per foot of depth. Expansive soils should not be used for backfill against walls. The wedge of non-expansive backfill material should extend from the bottom of each retaining wall outward and upward at a slope of 2:1, horizontal to vertical, or flatter. The stated lateral earth pressures do not include the effects of hydrostatic water pressures generated by infiltrating surface water that may accumulate behind the retaining walls; or loads imposed by construction equipment, foundations or roadways. During grading and backfilling operations adjacent to any walls, heavy equipment should not be allowed to operate within a lateral distance of 5 feet from the wall, or within a }ateral distance equal to the wall height, whichever is greater, to avoid developing excessive lateral pressures. Within this zone, only hand operated equipment ("whackers", vibratory plates, or pneumatic compactors) should be used to compact the backfill soils. Pavement Desi2:n The near surface subgrade soils generally consist of a clean fine to coarse grained sand. Sand is rated as a good subgrade material with ail assumed R-value of 40. The following table shows the recommended pavement sections for light duty and heavy duty. Krazan & AsSOCiates, Inc. Ten Offices Serving The Western United States 06298243,9S-dralt I I I I I I I I I I I I I I I I I I I KA No. 062-98243 Page No.9 ASPHALTIC CONCRETE PAVEMENT LIGHT DUTY , , i, c')<:;: : ~- " · ~~ggregat~~a~ef, <. ~ ' ::..''': ~ ^ 'e~mpacfed Sub radeic* 12.0" Traffic;'#cJ~x' " ~~~~~~nc!Co~cfelr 4.5 2.5" 4.0" HEAVY DUTY 'Tr~ffic Index ': ~Asphalti~:Cij~cr~!~ :""Wggre~a~e~JJase*,i " ",'€9I11pa~t,ed ' .. " ;-,' " , "," " 1 . '''''', <-' < .~ Sl1b2rade**, , 7.0 4.0" 7.0" 12.0" * 95% compaction based on ASTM Test Method D1557 ** 95% compaction based on ASTM Test Method D1557 The following recommendations are for light-duty and heavy-duty Portland Cement Concrete pavement sections. PORTLAND CEMENT PAVEMENT LIGHT DUTY " 'traffic Index PordandCement ~ggregateBase~," '. ; ,'>, , ;C(nnpacted' ' , ' "~I , .€oncrete I, ,;,: Sub2rade** , ' " <", 4.5 5.0" -- 12.0" HEAVY DUTY , Traffic index~',' ; ',p,odland0CeDl'ent '~ggreg~te'!Base~ " Compacted ., , ,,< ~ .... '~ ,. , . A .. :', ,Concrde ; "~I" '. ., . Sub2rade*,* ,;" <,,' :-, ,'" " ,',', , 7.0 6.5" -- 12.0" * 95% compaction based on ASTM D1557 ** 95% compaction based on ASTM D1557 ***Minimum compressive strength of 3000 psi Within the proposed pavement areas, it is recommended that the fill material be removed and/or recompacted. The sand should be compacted to near optimum moisture to a minimum of 95 percent of maximum density based on ASTM Test Method D1557. At a minimum, it is recommended that the upper 12 inches of subgrade soil be moisture-conditioned to near optimum moisture andrecompacted to a minimum of 95 percent of maximum density based on ASTM Test Method D1557. Compacted Material Acceptance Compaction specifications are not the only criteria for acceptance of the site grading or other such activities. The compaction test is the most universally recognized test method for assessing the performance of the Krazan & ASSOCiates, Inc. Ten Offices Serving The Western United States 06298243 95-draft I KA No. 062-98243 Page No. 10 I I I I I Grading Contractor. However, the numerical test results from the compaction test cannot be used to predict the engineering performance of the compacted material. Therefore, the acceptance of compacted materials will also be dependent on the stability of that material. The Soils Engineer has the option of rejecting any compacted material regardless of the degree of compaction if that material is considered to be unstable or if future instability is suspected. A specific example of rejection of fill material passing the required percent compaction is a fill which has been compacted with an in-situ moisture content significantly less than optimum moisture. This type of dry fill (brittle fill) is susceptible to future settlement if it becomes saturated or flooded. Testine and Inspection I A representative of Krazan & Associates, Inc., should be present at the site during the earthwork activities to confirm that actual subsurface conditions are consistent with the exploratory field work. This activity is an integral part of our services as acceptance of earthwork construction is dependent upon compaction testing and stability of the material. This representative can also verify that the intent of these recommendations is incorporated into the project design and construction. Krazan & Associates, Inc., will not be responsible for grades or staking, since this is the responsibility of the Prime Contractor. I I I I I I LIMITATIONS Soils Engineering is one of the newest divisions of Civil Engineering. This branch of Civil Engineering is constantly improving as new technologies and understandipg of earth sciences improve. Although your site was analyzed using the most appropriate current techniques and methods, undoubtedly there will be substantial future improvements in this branch of engineering. In addition to improvements in the field of Soils Engineering, physical changes in the site either due to excavation or fill placement, new agency regulations or possible changes in the proposed structure after the time of completion of the soils report may require the soils report to be professionally reviewed. In light of this, the Owner should be aware that there is a practical limit to the usefulness of this report without critical review. Although the time limit for this . \ review is strictly arbitrary, it is suggested that two years be considered a reasonable time for the usefulness of this report. I I Foundation and earthwork construction is characterized by the presence of a calculated risk that soil and groundwater conditions have been fully revealed by the original foundation investigation. This risk is derived from the practical necessity of basing interpretations and design conclusions on limited sampling of the earth. The recommendations made in this report are based on the assumption that soil conditions do not vary significantly from those disclosed during our field investigation. If any variations or undesirable conditions are encountered during construction, the Soils Engineer should be notified so that supplemental recommendations can be made. I I The conclusions of this report are based on the information provided regarding the proposed construction. If the proposed construction is relocated or redesigned, the conclusions in this report may not be valid. The Soils Engineer should be notified of any changes so the recommendations can be reviewed and reevaluated. I I This report is a geotechnical engineering investigation with the purpose of evaluating the soil conditions in terms of foundation design. The scope of our services did not include any environmental site assessment for Krazan & Associates, Inc. Ten Offices Serving The Western United States 06298243.95-<1raft. I I I I I I I I I I I I I I I I I I I KA No. 062-98243 Page No. 11 the presence or absence of hazardous and/or toxic materials in the soil, groundwat~r or atmosphere, or the presence of wetlands. Any statements, or absence of statements, in this report or on any boring log regarding odors, unusual or suspicious items, or conditions observed are strictly for descriptive purposed and are not intended to convey engineering judgment regarding potential hazardous and/or toxic assessment. The geotechnical data presented herewith is based upon professional interpretation utilizing standard engineering practices and a degree of conservatism deemed proper for this project. It is not warranted that such data and interpretation cannot be superseded by future geotechnical developments. We emphasize that this report is valid for this project as outlined above, and should not be used for any other site. If you have any questions, or if we may be of further assistance, please do not hesitate to contact our office at (360) 598-2126. ' Respectfully submitted, KRAZAN & ASSOCIATES, INC. . ,/// J ~~-t:/~~' . Richard Hyland Staff Engineer ~.e.a- ~G-oL- Dean Alexander Principal Engineer RPE No. 30508 RHJDA:tJl,XPIRES. Ie--. i'l- ---f"(' Krazan & Associates, Inc. Ten Offices Serving The Western United States 06298243.95-draft. I I I I If I I I I I I I I I I I I I I Note: Map adapted from USGS 7.5 Bremerton East, WA. Quadrangle. FIGURE l-VICINITYMAP KRAZAN & ASSOCIATES, INC. . 383 EQUESTRIAN DRIVE POULSBO, W A 98370 360-598-2126 Location: Bremerton, Washington Job No. : 062-98243 Client: Rice Fergus Architects Date: 11-10-98 I I I I I I 1 I I I I: I I I I I I I I ., - ." \'8137": 1'5~ '~' .'96.33 I .~_.._.._.._.._.. ~ :> <( ~ <( ....:l U pEST PIT ai' e I TEST PIT '\ . HEMLOCK ST. NOT TO SCALE FIGURE 2-SITE MAP KRAZAN & ASSOCIATES, INC. 383 Equestrian Drive Poulsbo, W A 98370 360-598-2126 Location: Bremerton, Washington Job No.: 062-98243 Client: Rice Fergus Architects Date: 11-10-98 .- -_.- - - - - - - - - ~ ~ ~ G ~ C ~ q~ ~ ~ ~ ~. ~ ~ G ""'i ~. ::::1 ~". Vi Appendix A I Appendix A Page A.I I I APPENDIX A FIELD AND LABORATORY INVESTIGATIONS I Field Investil!ation I The field investigation consisted of a' surface reconnaissance and a subsurface exploratory program. Five exploratory test pits were excavated. The test pit locations are shown on the site plan. I The soils encountered were logged in the field during the exploration and, with supplementary laboratory test data, are described in accordance with the Unified Soil Classification System. ' I 'Soil samples were obtained from the test pit sidewalls or from' the back-hoe bucket. All samples were returned to our Poulsbo laboratory for evaluation. . I Laboratorv Investil!ation I The laboratory investigation was programmed to determine the physical and mechanical properties of the foundation soil underlying the site. Test results were used as criteria for determining the engineering suitability of the surface and subsurface materials encountered. I In-situ moisture content, dry density, and direct sieve analysis tests were determined for the undisturbed samples representative of the subsurface material. These tests, supplemented by visual observation, comprised the basis for our evaluation of the site material. I I I I The logs of the exploratory test pits'and laboratory determinations are presented in this Appendix. I I I I I Krazan & Associates, Inc. Ten Offjges Serving The Western United States 0(29824) 9S-draft, I I I I I I I I I I I I I I I I I I I ~ .;;:; ~ ~ <"i ~ ~ ~~ "1::s~ ~ II: .5 ~ l::l"l::l G ~ ~ .~ ~ ... t:::r~ a 5 ~ ~ ~ <; ~ ..a::. .... ~~ r-~ ~ ~ Ja ~ I~ .... ~ ~ btJs .... -' .., l::l l:l ~ r':: l:S ~ """ I:l.. <"i ~ ~ ~ ~ a ~ Qo ~ \J ~ ~ <; .":.l\!8j~tR;y~q~~ Unified Soil Classification System .. . . ......... .. . . . . . . . . . . . . . . . . . ........"... .....n . . . . . ......... . . . ......... ......... . . . . . . ,. ... . . .. ...... ... n. o . . . . . . . . . ..... ..... .. ;::: ~!t~~ ~~~9l > -;.; ~ GW :-..~~ ..!; Gl '" ::::::: .. 1:1 ~ _1:It:c:>.. ~ CII CII'l:l ... ~..cl':::Gl"'2' ee~'~Q rlol c:> ... -a: Z 'wI....CII...Gl ,o!:;8 .;: Clean Gravels . . GP . .- .. . R GM GC ~ Ar. SW ......... SP . . . I ....-t. , . . . .. SM UillIlliI 7-~' SC . . ./ ML CL ~ OL 'i~ MH CH ~ OH PT - . ,... ... . ............ .".... ....... .... ......... .... '...... ,,,::.(gj)ittiJi7ilAi::€:Iiiiiiii?:iiii/n.:::!:: ... .............. ........;.:..<.:...;...>..~~.~J:::......:.:......:.:...;."<".;':~........:...>...:.:..:.:.. ::, .::::::::::.::;::::::';::::::.::::'.::: : (\\CPliE$iV'J(S6iii$\)::\:::::::::::::::::.::':::::.' .... ::):(P~fi;I1Pt.!PlJ::: :......... {:H'mdwSljb) .... . \ery Soft < 3 Soft 3-5 Firm 6 - 10 Stiff 11- 20 \eryStiff 21-~ Hard > ~ ~~S9J:l$.{::::...... ~i::::Pi:;.#PijptjO!i:(i:::::Hl;Jlqwslft;\: \ery Loose < 5 Loose 5 - 15 Medium Dense 16 - 40 Dense 41 - 65 \ery Dense > 65 .. ... .. ........ ..... .... .::?:::):) .....::::.::....;:::::::::::Gtiifii.$iz#)fJld$si .- ..... ,. ....... .",.. .. .. ..... ..... ........ . . ......:::f::::~~~:::::::::: .........:. . .............................:...... ....... ..:.:::?f{i\N.9i.:.9€~:SWi~::::::::i:::::::::::::m:m::::::.!:i:::!H::::.!}::i:::::!: ... .... ratl1.'.H. ....i:\'ieYe:~'i~4::::/: ..... }{\?/GfdiiiSiiein mWimeters::}: ... above 12 inches above 305 12 to 3 inches 305 to 76.2 3 inches to NO.4 76.2 to 7.74 3 to 0/.4 inches 76.2 to 19.1 0/.4 inches to No.4 .19.1 to 4.76 NO.4 to No. 200 4.76 to 0.074 NO.4 to No. 10 4.76 to 2.00 No. 10 to No. 40 2.00 to 0.042 No. 40 to No. 200 0.042 to 0.074 below No. 200 below 0.074 Boulders Cobbles Gravel Sand Gravels with Fines 1:1 ~.SGlGl "'1:It:';:6 "Cl .a e DD';; =-.....s"'2' = e Gl ... . OOoC;Zo "'" CII =- ".,. 8 Clean Sands Sands with Fines .. - .... ... .!.s ~ U..J~ ~"Cll(l ""'.S V ~C" Cii;:j .. - ...... .!. .s ~ U..J~ ~"Cll(l ""'.. ^ ~& ti5:l Highly Organic Soils coarse ( c) fine (f) coarse (c) medium (m) fine(f) Slit and Clav ..<::,fU~/ /./ ~ .7 ~ ~o ./ /// 0- /"" / ;:v ~/ //0'" /' / C'" ~ 10 /' 7 /I ~ .r ML. rOL. 4 / ll.'l.ML / o / I I o 10 20 30 40 50 60 70 80 90 100 110 60 0... X 50 w Cl Z 40 - ~ (3 30 t= CJ) :S 20 0... . .............. n. ............ ........ ......... . ............ .... ".. n' .......... .................... . . . . . .. ......... ... .. .. .... ::::::~:g~~j-jp.:t:i9.~ ..... Well-graded gravels and gravel-sand mixtures, little or no fines. Poorly-graded gravels and gravel-sand mi:xiures, little or no fines. Silty gravels, gravel-sand-silt mixtures. Clayey gravels, gravel-sand-Clay mistures. Well-graded sands arid gravelly sands, little or no fines. Poorly-graded sands and gravelly sands, little or no fmes. Silty sands, sand-silt mixtures. Clayey sands, sand-clay mixtures. Inorganic silts, very fine sands, rock flour, silty or clayey fine sands. Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. Organic silts and' organic silty clays of low plasciticity. Inorganic silts, micaceOus or diatomaceous fine sands or silts, elastic silts. Inorganic clays of high plasticity; fat clays. Organic clays of medium to high plasticity. 'Peat, muck, and other higWy organic soils. SOIL PLASTICITY CHART ~,. ~ " V" ,+ MHc OH UQUID UMIT fLJ.L_ I I I I I I TEST PIT LOG TEST PIT NO: TP-1 PROJECT: Olympic Radiology Building CLIENT: Rice-Fergus Architects LOCATION: Claire Avenue & Hemlock Street, Bremerton, WA. DIGGER: BACKHOE: DEPTH TO WATER> INITIAL: PROJECT NO.: 062-98243 DATE: 11-5-98 ELEVATION: LOGGED BY: R. Hyland AT COMPLETION: ELEV A TIONI WELL SOIL SYMBOLS, Water Dry PENETRATION TEST SAMPLERS Description Content Density , CURVE DEPTH DETAIL AND TEST DATA % pet DEPTH N 10 30 50 --0 - ...................................................... .. .. ...... FILL - Fine- to medium-grained .. I ... . . . .. GRAVELL YSAND (SP) with trace 4.5 1'1.. . of small ROOTLETS; grayish-brown, ' , . . ... 12.0 . . ... . dry, digs easily . . .... - 2.4 .... ...... .. .. ...... : With trace of GRAVEL below 12 .... ...... "inches - f-5 .. . .... .. . ...... .................................................... .. . .... Loose to medium dense, .. . ...... medium- to coarse-grained .. . ...... .. . ...... GRAVELLY SAND with trace of scattered, COBBLES; brown, moist, digs easily to moderately hard Bottom of Test Pit .- f-l0 :,;~ ,,- -15 - -20 . . - f-25 e-30 : - This information pertains only to this test pit and should not be interpreted as being indicitive of the site. Krazan and Associates Figure A-1 PAGE 1 of 1 Krazan and Associates I I PROJECT: Olympic Radiology Building CLIENT: Rice-Fergus Architects LOCATION: Claire Avenue & Hemlock Street, Bremerton, WA. I DIGGER: . BACKHOE: DEPTH TO WATER> TEST PIT LOG TEST PIT NO: TP-2 PROJECT NO.: 062-98243 DATE: 11-5-98 ELEVATION: LOGGED BY: R. Hyland INITIAL: AT COMPLETION: . ELEVATION/ WELL SOIL SYMBOLS, Water Dry PENETRATION TEST SAMPLERS Description Content Density CURVE DEPTH DETAIL AND TEST DATA % pef DEPTH N 10 30 50 -r-:O - ...................................................... . FILL - Loose, [me-grained SILTY SAND (SM) with trace of GRAVEL 5.5 and small ROOTLETS; brown, dry - "A~g.~ .~.si.ly...................................... . . . . . 7.0 . . . . . Loose, medium- to coarse-grained . . . . . . . . . . SAND (SP) with trace of GRAVEL; . . . . . grayish-brown, moist, digs easily - -5 . . . . . . . . . . . . . . . . . . . . With trace of SILT below 9 feet . . . . . . . . . . . . . . . . . . . . . " . . . . . . . . . . . . - -10 Bottom of Test Pit 5.2 , - -15 - -20 . . - -25 - f-30 This information pertains only to this test pit and should not be interpreted as being indicitive of the site. Krazan and Associates Figure A-2 PAGE 1 of 1 Krazan and Associates [-1 Ll TEST PIT LOG TEST PIT NO: TP-3 1,"-\ PROJECT: Olympic Radiology Building L I "CLIENT: Rice-Fergus Architects LOCATION: Claire Avenue & Hemlock Street, Bremerton, WA. DIGGER: BACKHOE: DEPTH TO WATER> PROJECT NO.: 062-98243 DATE: 11-5-98 ELEVATION: R. Hyland LOGGED BY: \--1 I I i I INITIAL: AT COMPLETION: ;--1 L_ I l_ ELEVATION/ WELL SOIL SYMBOLS, Water Dry PENETRATION TEST SAMPLERS Description Content Density CURVE DEPTH DETAIL AND TEST DATA % pet DEPTH N -r-O - 10 30 50 . . ...... ...................................................... . . ...... FILL - Fine-grained SAND (SP) with .. . . .... - .. .. ...... .... trace of SILT and GRAVEL; brown, 11.4 . . ...... '.~~~s~! . ~i.g~. ~~i~ Y. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ...... 4.8 . . ...... .. ...... Loose to medium dense, . . ...... fine- to medium-grained . . ...... . . ...... SAND (SP) with trace of GRAVEL; .. .. ...... 6.7 - -5 . . .... . 2rayish-brown, moist, dij.!s easily Bottom of Test Pit - 1-10 "- 1-15 - 1-20 - 1-25 - -30 [I [ [ .[ [ [ [ [j 1I [I ~I 1I I I" I This information pertains only to this test pit and should not be interpreted as being indicitive of the site. I i Krazan and Associates Figure A-3 PAGE 1 of 1 Krazan and Associates I I I I I I I TEST PIT LOG TEST PIT NO: TP-5 PROJECT: Olympic Radiology Building CLIENT: Rice-Fergus Architects - LOCATION: Claire Avenue & Hemlock Street, Bremerton, WA. DIGGER: BACKHOE: DEPTH TO WATER> INITIAL: PROJECT NO.: 062-98243 DATE: 11-5-98 ELEVATION: LOGGED BY: R. Hyland AT COMPLETION: ELEV A TIONI WELL SOIL SYMBOLS, Water Dry PENETRATION TEST SAMPLERS Description Content Density CURVE DEPTH DETAIL AND TEST DATA % pet DEPTH N --0 10 30 50 -Ill - ...................................................... FILL - Fine-grained SAND (SP) with ... trace of GRAVEL and SILT; brown, 12.0 . . . .. - ".1??-~~~~~ Aigs. ~~!-ly.................... _........ .. ... Loose to medium dense, tine- .. ... 2.9 .... . to medium-grained SAND (SP) ., ... .. ... with trace of SILT and GRAVEL; . . ... - r-5 . . ... gray, dry, digs easily .. ... . . . .. . .... . I ... :I - ...................................................... 8.7 Medium dense, fme-grained SILTY SAND (SM) with trace of GRAVEL; gray, moist, - -10 di!!s moderately hard Bottom of Test Pit -'--, - -15 - - -20 - f-25 - -30 This information pertains only to this test pit and should not be interpreted as being indicitive of the site. Krazan and Associates Figure A-5 PAGE 1 of 1 Krazan and Associates I GRAIN SIZE DISTRIBUTION TEST DATA IClient: RICE FERGUS ARCHITECTS Project: OLYMPIC RADIOLOGY, BREMERTON Project Number: 062-98243 I Sample Data Source: BORING TP4, S2, AT 4' IsamPle No.: P347K.02/REPORT #736 Elev. or Depth: 5' Sample Length (in~/cm.): Location: TP4,S2, OLYMPIC RADIOLOGY, BREMERTON IDescriPtion: SILTY SAND WITH SOME SLIGHT GRAVEL . Date: 11/6/98 PL: LL: PI: USCS Classification: AASHTOClassificat~on: A-3 ITestin9 Remarks: Mechanical Analysis Data I Initial Dry sample and tare= 51.20 Tare = 0 . 00 lOry sample weight = 51.20 Minus #200 from wash= 1.8 % ~are for cumulative weight retained= .00 I Sieve Cumul. Wt. Percent retained finer 0.375 inch 0.00 100.0 I # 4 2.50 95.1 # 8 6.20 87.9 # 16 9.60 81.3 I # 30 15.10 70.5 # 50 31.10 39.3 # 100 47.30 7.6 I # 200 50.10 2.2 Fractional Components After wash 50.30 0.00 50.30 IGravel/sand based on #4 Sand/Fines based on #200 % COBBLES = .% GRAVEL. = 4.9 I % FINES = 2. 2 085= 1.76 060= 0.45 050= 0.37 1030= 0.25 015= 0.19 010= 0.16 Cc= 0.8648 Cu= 2.7938 % SAND = 92.9 1 1 1 I .------~--- KRAZAN & ASSOCIATES, INC. I I I I I I I I I I I I I I I I I I I Particle Size Distribution Report c .5 c c ~ c:: ~ 000 8 ~ 8 .5 .5 C:! ., '" ... '" "'" .- 01 - ;I; .. ~ ~ ;I; i .. .. ~ - I , ....i ! ! I I I ! I i I I i ! ! I ~ I I I I I i I I I , i I I I ! I i i i I ! i I ~ i I I I I I I ~ I i I i ! I I I I i I I : I I I I I I I I I ! I i I ! I I I ! , I I ! i I I i i I I I ! " I I I I ! ! : i I I I i I I ! I I I I I I i I I I ! I I I I ! I i I I I I I I I I I I I I' I I I I I i I I I I . I i i I i N I i ! I i I i I i I I i ! i I I I i i i ! I i I I i I i I i I ! ! I , : 1 I i I I I I I , I , i i , I i I i I ! I ! i I I I I , i ! \1 I I i i I I. I ! J i ! i I I ! l' I I I I i I ! I ! 100 90 80 70 0::: UJ 60 Z u... I- 50 Z UJ () 0::: UJ 40 a.. 30 2Q . I, ,1 cf " o , 500 0.1 0.01 0.001 100 10 1 GRAIN SIZE - mm % SAND 92.9 2.2 % SILT , % COBBLES 0.0 % GRAVEL 4.9 'SIEVE SIZE 0.375 in. #4 #8 #16 #30 #50 #100 #200 PERCENT FINER 100.0 95.1 87.9 81.3 70.5 39.3 7.6 2.2 SPEC.* PASS? PERCENT (X=NO) Soil DescriDtion SILTY SAND WITH SOME SLIGHT GRAVEL Atterbera Limits PL= LL= PI= Coefficients 085= 1.76 060= 0.454 050= 0.368 030= 0.252 015= 0.185 ' 010= 0.162 Cu= 2.79 Cc= 0.86 Classification USCS= AASHTO= A-3 Remarks * (no specification provided) Sample No.: P347K.02/REPORT #SlWrce of Sample: BORING TP4, S2, AT 4' Location: TP4,S2, OLYMPIC RADIOLOGY, BREMERTON Date: 11/6/98 Elev./Depth: 5' KRAZAN & ASSOCIATES, INC. Client: RICE FERGUS ARCHITECTS Project: OLYMPIC RADIOLOGY, BREMERTON Pro'ect No: 062-98243 Plate - - - - - - - - ._. 9)' ~. ~;:j ~~, R ~. ~~ . ~. tr1. ~~ ~ ~ ""-l. ~ CJ ~~ ~. :::"t ~ I I Appendix B Page B.l I APPENDIX B EARTHWORK SPECIFICATIONS I I I I . GENERAL When the text of the report conflicts with the general specifications in this appendix, the recommendations in the report have precedence. SCOPE OF WORK: These specifications and applicl;lble plans pertain to and include all earthwork assQciated with the site rough grading, including but not limited to the furnishing of alllabor,.tools, and equipment necessary for site clearing and grubbing, stripping, preparation of foundation materials for receiving fill, excavation, processing, placement and compaction of fill and backfill materials to the lines and grades shown on the project grading plans, and disposal of excess materials. I I I PERFORMANCE: The Contractor shall be responsible for the satisfactory completion of all earthwork in accordance with the project plans and specifications. This work shall be inspected and tested by a representative of Krazan and Associates, Inc., hereinafter known as the Soils Engineer and/or Testing Agency. Attainment of design grades when achieved shall be certified to by the project Civil Engineer. Both the Soils Engineer and the Civil Engineer are the Owner's representatives. If the Contractor should fail to meet the technical or design requirements embodied in this document and on the applicable plans, he shall make the necessary readjustments until all work is . deemed satisfactory as determined by both the Soils Engineer and the Civil Engineer.. No deviation from these specifications shall be made except upon written approval of the Soils Engineer, Civil Engineer or project Architect. I No earthwork shall be performed without the physical presence or approval of the Soils Engineer. The Contractor shall. notify the Soils Engineer at least 2 working days prior to the cpmmencement of any aspect of the site earthwork. I I I The Contractor agrees that he shall assume soil and complete responsibility for job site conditions dUring the course of construction of this project, including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the Contractor shall defend, indemnify and hold the O,wner and the, Engineers harmless from. any and all liability, real or alleged, in connection with the performance of work on this project, except for liability arising from the soil. negligence of the Owner or the, Engineers. I TECHNICAL REQUIREMENTS: All compacted materials shall be densified to a density not less that 95 percent relative compaction based on ASTM Test Method D1557-78, UBC, as specified in the technical portion of the. Soil Engineer's report. The location ,and frequency of field density tests shall be as determined by the Soils . Engineer. The results of these tests and compliance with these specifications shall be the basis upon which satisfactory completion of work will be judged by the Soils Engineer. I I SOILS AND FOUNDATION CONDITIONS: The Contractor is presumed to have visited the site and to have familiarized himself with existing site conditions and the contents of the data presented in the soil report. The Contractor shall make his own interpretation of the data contained in said report, and the Contractor shall not be relieved. of liability under the contractor for any loss sustained as a result of any variance between conditions indicated by or deduced from said report and the actual conditions encountered during the progress of the work. I I Krazan & Associates, Inc. Offices Serving The Western United States 06298243.95-draft. I I Appendix B Page B.2 I DUST CONTROL: The work includes dust control as required for the alleviation or prevention of any dust nuisance on or about the site or the borrow area, or off-site if caused by the Contractor's operation either during the performance, of the earthwork or resulting from the conditions in which the Contractor leaves the site. The Contractor shall assume all liability, including court costs of codefendants, for all claims related to dust or windblown materials attributable to his work. I I I SITE PREPARATION Site preparation shall consist of site clearing and grubbing and the preparations of foundation materials for receiving fill. . I I I CLEARING AND GRUBBING: The Contractor shall accept the site in this present condition and shall demolish and/or remove from the area of designated project, earthwork all structures, both surface and subsurface, trees, brush, roots, debris, organic matter, and all other matter determined by the Soils Engineer to be deleterious. Such materials shall become the property of the Contractor and shall be removed from the site. Tree root systems in proposed building areas should be removed to a minimum depth of 3 feet and to such a extent which would permit removal of all roots larger than I inch. Tree root removed in parking areas may be limited to the upper I Y2 feet of the ground surface. Backfill or tree root excavation should not be permitted until all exposed surfaces have been inspected and the Soils Engineer is present for the proper control of backfill placement and compaction. Burning in areas which are to receive fill materials shall not be permitted. I SUBGRADE PREPARATION: Surfaces to receive Engineered Fill, building or slab loads shall be prepared as outlined above, scarified to a depth of 6 inches, moisture-conditioned as necessary, and compacted to 9S percent relative compaction. I I Loose and/or areas of disturbed soils shall be moisture conditioned and compacted to 9S percent relative compaction. All ruts, hummocks, or other uneven surface features shall be removed by surface grading prior to placement of any fill material. All areas which are to receive fill materials shall be approved by the Soils Engineer prior to the placement of any of the fill material. . I I I I I I I I EXCA V A nON: All excavation shall be accomplished to the tolerance normally defined by the Civil Engineer as shown on the project grading plans. All over excavation below the grades specified shall be backfilled at the Contractor's expense and shall be compacted in accordance with the applicable technical requirements. , , FILL AND BACKFILL MATERIAL: No material shall be moved or compacted without the presence of the Soils Engineer. Material from the required site excavation may be utilized for'construction site fills provided prior approval is given by the Soils Engineer. All materials utilized for COI!structing site fills shall be free from vegetable or other deleterious matter as determined by the Soils Engineer. PLACEMENT, SPREADING AND COMPACTION: The placement and spreading of approved fill materials and the processing and compaction of approved fill and native materials shall be the responsibility of the Contractor. However, compaction of fill materials by flooding, ponding, or jetting shall not be permitted unless specifically approved by local code, as well as the Soils Engineer. Krazan & Associates, Inc. Offices Serving The Western United States 06298243.95-dral\ I I Appendix B Page B.3 I I Both cut and fill shall be surface compacted to the satisfaction of the Soils Engineer prior to final acceptance. SEASONAL LIMITS: No fill. material shall be placed, spread, or rolled while it is frozen or thawing or during unfavorable wet weather conditions. When the work is interrupted by heavy rains, fill operations shall not be resumed until the Soils Engineer indicates that the moisture content and density of previously placed fill are as specified. I I 1 I 1 I 1 I. 1 1 1 1 1 I I Krazan & Associates, Inc. Offices Serving The Western United States 0<i29824J.95-draft. I Appendix C Page c.! I I I I APPENDIX C PAVEMENT SPECIFICATIONS 1. DEFINITIONS - The tenn "pavement" shall include asphalt concrete surfacing, untreated aggregate base, and aggregate subbase. The tenn "subgrade" is that portion of the area on which surfacing, base, or subbase is to be placed. I 2. SCOPE OF WORK - This portion of the work shall include all labor, materials, tools and equipment necessary . for and reasonable incidental to the completion 'of the pavement shown on the plans and as herein specified, except work specifically notes as "Work Not Included." I I 3. PREPARATION OF THE SUBGRADE - The Contractor shall prepare the surface of the various subgrades receiving subsequent pavement courses. to the lines, grades, and dimensions given on the plans. The upper 6 inches of the soil sub grade beneath the pavement section shall be compacted to a minimum relative compaction of 95 percent. The finished subgrades shall be tested and approved by the Soils Engineer prior to the placement of additional pavement courses. ,I "~ I 4. UNTREATED AGGREGATE BASE - The aggregate base course shall be spread and compacted on the prepared sub grade in confonnity with the lines, grades, and dimensions shown on the plans. The base course material shall be compacted. to a minimum relative compaction of 95 percent. The material shall be spread in layers not exceeding 6 inches and each layer of base course shall be tested and approved by the Soils Engineer prior to the placement of successive layers. / ':1 " I I I I 5. AGGREGATE BASE - The aggregate subbase shall be spread and compacted on the prepared subgrade in confonnity with the lines, grades, and dimensions shown on the plans. The subbase material shall be compacted to a minimum relative compaction of 95 percent. Each layer of subbase shall be tested and approved by the Soils Engineer prior to the placement of successive layers. 6. ASPHALTIC CONCRETE SURFACING - Asphaltic concrete surfacing shall consist of a mixture of mineral aggregate and paving grade asphalt, mixed at a central mixing plant and spread and compacted on a prepared base in confonnity with the lines, grades, and dimensions shown on the plans. The viscosity grade of the asphalt shall be AR-4000. The mineral aggregate shall be Type B, Yz inch maximum size, medium grading. The drying, proportioning, and mixing of the materials shall confonn to State Specifications. I I I I Krazan & Associates, Inc. Offices Serving The Western United States 06298243 95-draft. I I I I I I I I I 'I I I I I I I I I I .. J Appendix C Page C.2 The prime coat, spreading and compacting equipment, and spreading and compacting the mixture shall conform to State Specifications, with the exception that no surface course shall be placed when the atmospneric temperature is below 50 degrees F. The surfacing shall be rolled with a combination steel-wheel and pneumatic rollers, as described in State Specifications. The surface course shall be placed with an approved self-propelled mechanical spreading and finishing machine, 7. 'FOG SEAL COAT - The fog seal (mixing type asphaltic emulsion) shall conform to and be, applied in accordance with the requirements of State Specifications,' Krazan & Associates, Inc. Offices Serving The Western United States 06298243 95-draft, , w. ... ... P-l fV.ftL-/ BREMER TON PERMIT CENTER 286 4th Street~ Bremerto~~ WA 98337 Phone: (360) 4.78-5275 FAX: (360) 478-5278 BUILDING PERMIT Job Addr: 2700 CLARE AVE Location: OLYMPIC RADIOLOGV' Parcel No: 3966003-001-1106 Permit No: Status: Applied: Issued: 'Expires: 02-0404 ISSUED 07/29/2002 08/08/2002 02/04/2003 \~ . . '-~ <ri: Applic~nt: OLYMPIC RAbIOLOGY 692-8450 · WEST SOUND PROFESSIONAL PO BOX 319 BREMERTON, LIlA 98337 #' Owner: OLYMPIC RADIQLOGY . ~ 692-8450 WEST SOUND'PROFESSIONAE,po BOX 319 8REHERTO~~ WA 98337 Contractor~ j \ Lic :It: Exp: ,': ,...~, . ,'.J'.'I;':~'" .~, ( f PI, . ':"1 '.\ Subcontr: . ,l/ ,~~ ~,: "i' Desc: 341 sa FT MRI SUITE ADDITION TO E~ MEDICAL BLOG i: " <, . . ~,~ .I ~~ r" . .". 't, . ***~**********************m****************************************************~************* Valuation :I( Permit Fees: .i 793.~5 Total Calculated Fee: "', 1.216.89 50,000.00 JI( Plan Check Fees: ;~, 418.44,. Additional Fees: .00 , 11( Other Fees~ i,' 4.50 ~\ Total, Permit Fe~: 1,216.89 JI( * * * *)1: JI( lK *)1: * * Jk)/( * *:<<)1(:1(:1( :1( lK:( 11(:<< JI()I( *)\(:<<)1( * lK *::I(:1( ::I()I( )1:)1: %i)l( lk)l:)\(:I: *)f()I()I()f( >>::1( :+(:* *,;* lIt)l( * *)f(:/: lK::I( t * it::<<)I( * * )I()I( * ** *): *;+:::<<)1( )I()I(:<< * * l!( * *)11, , , . ~ ' . " . . MECHANIC&/PLlJMBING PIXTURES-- , MECH-AC Unit 4-is hp... .... . . : f"'" ~",t1ECH-Heat Pump 4~lS hp....... ~ 2 MECH-Ai y Handli rig Unit....".., 1 \,: "'.1, ;;:, ' ~ \ . ~ '-, A . 'f};!. fftF l .! li':' \. ~ , ,1 " ' **********>>:**~********::I(********:I(*****:<<********i***************::I(********~lK*~***::I(*::I(********:I(*** This pe1'Mi.t shall become null and void if the buildirl9 01' i/J01'k authodzed by this peymit is not commenced within , , 180 dayshom the date of slJch permit. 01' if this buildim or WOYk ip,uthol'ized by ,",uch peYMit is $l..I,$p&rmd oy abandoned at an)" time aftey the work is COlM1Gnced foy 0\ peYiod lof 1~' da'Y$., ',;, '.\" ~ . " NOTICE - It is the YEsponsibil ity of the peymit ho I dEW . not the city of Br-errleyton oy 81.11 ldi '119 Off idal to $" ~ . - '" to it that yequiyed inspeetions are made" The perl)1it holdey'mu:'$t noUt>' tl~ ,Buildi'l19 Official when yead>" for' in$pections. Failur'e of the peymit holder' to notify, the Buii~ins Official of rei:tuiYed inspe<::HoTl$ may result in the stoppage of the WOr'k until such time that the permit h~ldeY can ,sub$t~ntiate to the buildi'l19 official that the cl."Jncealed WoYk meet$ or excet&ds code requirement$. Any demolitio~_1Et$ting, Or' fi~nci~lburd.en shall be bo'(iW diyectly by the peymit holdeY. Failun~ t.o substantiate code~'(equ*~Y~ment$ will indemnify the City . 1).7 { against an)" and all n~spon$ibility OY liability connected with the COTl$tr:~1ton:. r Iheyeb>' ctwtify that I have yea,d and examined this peym:i.t and know the 9ame to pe hue and con-eet. All Pt'ovieioTl$ of laws and oYdinance$ 9C1vemil19 this type of WOYk will be ~1ied whh whethey specified heyein Or' 'not. The snmtil19 of a per'mit does \lOt pY&euffie to give aut hod ty to violate lfr' C'.ancel the pyovi$iol"1$ of any other state OY local law ye9LIlating cOl'l$huction oy the pe-rlonoarice of consttuction. ''-. ;:'1' " ': : Sigrratuy'~~lu-,t:C'1i.~ ' Oate;~. II!' B,'j,z.... {I . (./ / efj /2( e/d- F<-'1tff(At- 1l1-( 'f I.e'-/ I i:ltrU'f!y th.h I IM1 .l(ItM~t fYom tho ytt',JU1HMel'1te of th& stlllt. contract.or'19 res18tnaUQn law, \.lT~r ~~t.ion 3"j Chapt.eY 12e." law$ of 1967" ,v,' '..-- Sismatun~~"_.___ _ lIO!OI:***:I(***** *)IO~)IC*)j( l!<:*::I(:lOlct: lIC*Y' j ~ PerlTii t Center..-Approved 13)1\_.,......::::::- __,_ . -.....-/ " , Oate~ ___, Oa t ~jb___,J:.-Jil ~r ~- " " \ ~, ., r ' . ,. ,'''.-' P I o\j l:r-/L I'"~ =~::=:! == ""'):' == '" -::::. = :a::: """'! ""':c: =;== "" == ::;:;:== = "" "".~= === ~~,J:;I:::::= ==:;::::i::::::: = ===:::.==:::. ==~~ =:::::::;;: =. =::= ====-= = -=:: =:r,;". ..:",::. ~~ .'".... "'~{ BRf;ME,RrON PERMIT CENTER l" . PERI'-1IT CONDITIONS " '~!,'('~1": '.'. " Pe,mi t No: 02-0404 '." ., Page: 1 == ==;r:::::"; ====""= "":== =::= =';".:=r= ==f';"; =;,:==:= =:=:=::::: ==::::: =: = =====:= =.= == =: ==.~=::::::= ==::::: = =::= =::: = = = ==::: =m: ==:= Job'Add,ess: 2700 CLARE AVE Ass, Acct No: 3966003-001-11~06 Location: OLYMPIC RADIOLOGY / AppTlea: 07/29/2002 Appr'oved: 08/()8/200'2 ISSlled:08/08/2002 \ , Applicant: OLYMPtC ~ADiO~Q~Y Owner: OLYMPIC RADIOLOGY " i ,'" 1" A, ":Contractor: . . . \' , "'-, ., . Description: 341 SO FT MRI SUITE/'AODITI'ON._ TO EX MEDICAL SLDG :f~ FOR MORE INFORMATIO~, 'PLEASECO~TACT CLEAN AIR AGENCY THROUGH THEIR WEB SITE AT www~pscleanair.org OR BY PHONE AT 800-553-3565 OR 206-689-4058. THE L&I WEB SITE CAN BE FOUND AT WtNw.1 ni .. wa. gov/wisha/p-ts/asbe$'itos/ asbestos. htm . ;~:~ t { " ~ '-"\ L\ . , , ~r;~;~u~~:~~ ~~II~ -~. J;~\' DateJ.~ cJ2~ l~ " '~', ~ . l !l!.~i 'c" . ~. ~~" ~~, i ...-;:-;.;.. .~# .::~,~~,:,:"..I ,...,~. 'v.:~;I':4, 4;'.. ; ~~.'~vt^~>:V':-':~:"":~f!"'~':~~ . ",'" , BREMERT,ON PERMIT CENTER ,286 4th street~ Bremerton~ WA 98337 Phone: (360) 478-5275 FAX: (360) 478-52.78 i f' if Job Addn':lss: 2700 CLARE AVE L6cation: OLYMPIC RADIOLOGY Ass! Acct,No: 3966003-001-1106 , ,,;::/:i:~~!l ~'::Xj }';~~,J;~,,::; ',' : """:":(i<Item ': , Item: Item: Item: Item: 01400 01700 01900 02701 02700 R E Q U ';1 RED P.I dJ f"-/. , ~.~ Building Permit No: 02-0404 Status: ISSUED 5 Issued: 08/08/2002 Expires: Q~I.Q4/2003 INS P E C T r 0 N S MECHf1'NICAL FRAM'']: NG ' SHEETROCK NAIC~NG FINAL--FIRE FINAL-'-8LDG " Dept: Dept: Dept: Dept: Dept: SLDG SLDG BLDG FIRE Bl,DG Division: Division: Division: Division: Division: ," 1':'<:." ************************************************************~******************** TESTING: Must be recognized by the Washington Association of Building Offi~ials. SPECINSP: Must be registered with the State of WA ST OF WA: State of WA Dept. 'of labor and Industries HEALTH: 8~emerton/Kitsap Health District }, '. ~"..... 478-4921 478-5235 ALL INSPECTIONS PERFORMED BY TH~ CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE PERMIT CENTER, (360) 478-5275. ' **~***************************************************~*****i~****************#** Permi t Holder X Signatu)"e: ~ -- ifa: ' "'7;1&("'6:-" . zt 17'7~(-~ , ~ )?j ce-- u"gw- 11-1.-rj I ~ " <, I "- '.-'i " , , f ','J ,::..,.. Date: }''', ,t <\~._~ ". .' X. ~ , . 'r. 13.9,0z.- - . . I , ,:1' .~ - , ., Building Permit Applicatiot-1:;d City of Bremerton, WA 98337 Phone: (360) 478-5275 Fax: (360) 478~5278 OA- Or-Dr ({C ~ . ~) : T1X _1.ccounr ~urnber: 3&1 Io&, -003 -001 -l/Cfp I : i : \ ' . Contr:l.cwr: \. ~ 'D'" .,{ ~~~1 : COntJ.ct Person: ~ Conract Phone#: 1<-tLe ~~ VIIllu~ Afaf+t~ ~ ~\N I AjC:;f, LLP . I i fi'il f f':; Ii ',\/1 . ': 0 \\:.:;1 L~.;;J U IV i,':... I r~~ ~~, 21iiln2 fJM[MEmOi~ lBUlL~ ;;l:C;: DEPl1~1H:iEI\T ., .;. , 1 ~ } i 'I: -0' J h..-l Contractor License;;:: : Expiuuon Date: Check the type of application for below: o SF RESIDENTIAL NEW 0 COMMERCIAL NEW o DCPLEX 0 COMMERCIAL REl\tfODEL o ;\tL-\1'1UFACTURED HOME liaCOMMERCIAL ADDITION o RESIDENTIAL REMODEL 0 COMMERICAL REPAIR o RESIDENTIAL ADDITION 0 :\;H;L TI-E~"nL Y o RESIDENTIAL REPA1R 0 TE0TAL'JT IMPROVEMENT o GARAGE o ACCESSORY BLDG o SIGN o DEMO o GRADING (Cubic yards: o OTHER: Scope of Work Proposed: A 341 ~ M\2-\ ~lJ ITE ADP hl cs-N lD AN f!:.i (23T1 AJq q) fotDl 'OF ~LM... CFACE:: ~)1 Lbll'Jt1 . Dwelling: -341 'SF -A'Pb(\l- oN IS THIS PROPERTY WITHIN 200 FEET OF _\ SHORELINE? Square Footage: GarJ.ge: -- Decks: YES NO V' (~ Valuation Plan Review Fee o,q Surchares XCl DoD f lZ4tJ; 5 --_ :~7' ~~ I I I K. , , :\pplicuions for which no permit is iss!ed within 180 days following the date of application shall expire by limitation, ,lOci jJbno ,md other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The outlain:; official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicanc -;ho\vm:.,; that circumstances beyond the concrol of the applicant have prevenced .lction from being taken. ' No applicant shall be exrendeLi more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay ;l new pbn review fee. APPLICA1'IT'S SIGNATURE:~ d. ~s~ DATE: J. 2fJ(. t)v . (aU- ~U>3 mlUCf<.lImft7Ea7JRB i PtANN/JJG:tJ UP ~~~t~j?~~-~.,-t&~~Od ,~ o ..... . 'd MECHANICAL:: 0> . .dP d' 'PLWlJING... ...:' dL:Yd Type of Fuel: Occupancy: Electric Residential Gas Commercial Oil OLY m PI G RAPIOLDE::$'{ Site Address: 21 DO CA.A-Rt A-V&N 06 ) 13R:EM~ J W~ C}63l0 /6 a Address: 'RD. P-::o'f. 31'1 ~erq-oNl 1fiA'1€031 Phone: ~lt:O ~q 2. - ~ :;D Contractor: Address: \:;i~ . ~'i ," .' ,.,. \\ \;; t' I^~-' .' Phone \:~...r) < , ' , r, Contractor's License Nwnber/.Expmtion Date: I r ,< .- ,,\ \ \" No. TYPE OF EQUIPMENT No. TYPE OF FIXTURE I D RANGE 0 WATER CLOSET 0 WOOD/PELLET STOVE/GAS FIREPLACE () BATIITUB 0 GAS FURNACE btu: () LW ATORY (bath sink) 0 CONVERSION BURNER bru: (;> SHOWER 0 UNIT HEATER btu: () KITCHEN Sll'lK I C> BOlLER btu: /) DISHWASHER I 0 GASPIPll'lG D L\UNDRYTR.lW (;1 EVAPORATION COOLERS btu: () , CL01HES WASHER 1.- AC UNIT btu: () WATER HEATER 'Zr HEAT PUMP btu: tf) lJRL'lAL () REI-:IE.-\ T BOX btu: I () DRL'lKING FOUNTAm I J AlRHANDLING UNITbtu: t> FLOOR Sll'lK OR DRAll'l () E,.'{I-IAUST FANS () SLOP SI~K () R..fu"J'GE HOOD (residential) t:) WATER PIPll'lG & ALTERATION f/ RANGE HOOD (commetciaI) 0 GREASE TRAP /ll'lTERCEPTOR () CLOTHES DRYER () HOSE BIDBS 0 lNCINERATOR 0 LAWN SPRINKLER SYSTEJvl 0 DUCT ALTERATION 0 SWLvfMING POOL I f) TANKS type: () BLDG. SEWER: (mobile/moved house) 0 REFRIGERATION UNIT 0 ROOF DRAINS 0 OTHER: 0 OTHER: . J-.O T MECHANICAL FEES. ISo PLU~fBING FEES: CITY' SURGIARGE: TOT~\L FEES: APPLICANTSSIGNATURE~~;j. ~ DATE, 'Z V[.02- RicE- P8ef:1u.s In t~ ~r&::rv/(E ~ PLNVNINer I UP **************************************************************** RECEIPT **************************************************************** RECEIPT Number: 02000647 Amount: 416.44 07/29/02 16:34 Payment Helhod= CHECK Notation: OLYMPIC CHECK In!t= PC ~ ---~~-~-~'----__~~_____~__.~~___"'__~_'______Ww_____w,._~_q~,__~_v____~~___~,__ Permi t No:: 02-0404 Type: BLDG j::'arcel No; 396600'.3-0()1-1106 Si te Address: ;;!700 CLARE AVE Location: OLYMPIC RADIOLOGY SLOG PERMIT W/MECH/P Total Fees: 1,216.89 This Payment 418.44 Total ALL Pmts= 418.44 Balance; 798.45 ***************************************************************~ Account Code Description Amount 16-<,45.8300 (4580) BUrUHNG PL.AN CHECr< FEE::) 418.44 ___~_________'___'__~_____~__'__N_.~_~__~~~_~__~_~____,_.~___________~~ ,{..~. -..-.,............... -_',_-___':=--..---'....~'~.-"-,~";,~.-'li_-~_...........-:'~__ '___c'..-';'..-:-::-"~ c~-:"""-".-a-"~_ ~ '_"'_'~- .-rtt ..eMitlll P. O. Box 699 Tracy ton, Washington 98393-0699 Phone & FAX (360) 377-1026 July 26, 2002 Rice Fergus Architects 262 4th Street Bremerton, WA 98337 ATTN: Greg Belding RE: Engineering for Addition & Alterations Olympic Radiology, Bremerton, WA ."",, '\\i; ,~ ' .. (y;;..), ~ .~ '4 I,:::; '''- .--' \.,\~~ \, . rc:: \~ \.'~' .'. ~ \Ci'~ ~ ~ \\'\'. ~\f;-'\ . ._ ~ ~ '..~ ~" 1,\, ':\ t -". :-' ? ClI. t)~fJl tJ' ,",' r-r~. )~) ~ \~'~ v"'- ~\ " B~'t}~H\\~~~\,:J:W\ ~\,\\l\)\~" tlt.? . Enclosed are the calculations for the addition and alterations to the existing two story Medical Building. All of the new work was designed for the current UBC loads, the existing building was constructed in 1999 to the UBC97. Our analysis used wind exposure B, Seismic Zone 3 for Sd soils, 25 PSF Roof Live load and 100 PSF floor load. The suspended concrete slab was designed for (4) 4,000 Ib moving loads of the MRI equipment being moved through the temp opening to the permanent location. The MRI magnet is not to be placed out on the larger span floor unless shoring is installed. If you have any questions, please feel free to call. Yours truly, John G. (Jay) Bartram S.E., P.E. Enclosures: Calculations 9 pages 1/U' {'L- 1- ~. ---..-.... .....:." M-li' "', "". ," ,;,~,"" ...., ,.~" L '~' _ r' .~ \11 I' " . .-r.. ..CHitlll A_OLY_RAD.XLS BUILDING IDENTIFICATION: OLYMPIC RADIOLOGY VERTICAL LOADS FLOOR. LOADS ROOF LOADS Floor finish 6.00 ROOFING 3.00 FLOOR 2.50 ROOF SHEATH 2.00 MECH / ELECT 0.70 F FRAMING WT SF ,PLF 1.50 2.00 3.00 PARTITION SUBTOTAL ROOF DL 6.50 CEILING - (1) 5/8 gwb 2.80 CORRECTED DL, PITCH, 6.85 4.00 1.05 FRAMING 2.00 CEILING LOAD 12.75 INSUL 1.00 OT AL ROOF DEAD LOAD 19.60 PSF TOTAL FLOOR DEAD LOAD 15.00 PSF TOTAL ROOF LIVE LOAD 25.00 0.025 TOTAL FLOOR LIVE LOAD 100.00 TOTAL ROOF LOAD 44.60 0.045 TOTAL FLOOR LOAD 115.00 DUR FAC 1.25 ROOF AREA RED LL 20.00 CEIL LL 5.00 FLOOR ARE LL 100.00 BEAM & POINT LARGER Typ DL 19.60 EILDL 5.75 Typ DL 15.00 I WALL LOAD DIST MAX MAX MAX TRIB RED LL UNIF UNIF TRIB RED LL UNIF UNIF LOAD LIVE DEAD END CL PT INCH BEAM DESCRIPTION SPAN WIDTH AREA FACTOR LIVE DEAD WIDTH AREA Factor LIVE DEAD PLF LBS LBS a b RXN MOM MOM a ROOF RAFTERS 9.00 2.00 18 1.00 40 39 0 1.00 0 0 9.00. 0 0 0 0.0 ROOF RAFTERS 8.00 2.00 16 1.00 40 39 0 1.00 0 0 20.00 8.00 0 0 0 0.0 HIP 13.00 6.00 78 1.00 120 118 0 1.00 0 0 60.00 13.00 0 0 0 0.0 HIP END 13.80 2.00 28 1.00 40 39 0 1.00 0 0 480 627 6.90 6.90 554 3,820 3,820 82.8 RIDGE 12.00 8.00 96 1.00 160 157 0 1.00 0 0 30.00 12.00 0 0 0 0.0 CROSS BM 15.25 0 1.00 0 0 0 1.00 0 0 30.00 1 ,4 76 1,705 7.63 7.63 1,591 12,128 12,128 91.5 WINDOW HDR 8.00 4.00 32 1.00 80 78 0 1.00 0 0 20.00 738 853 4.00 4.00 795 3,181 3,181 48.0 E WIDN BM 3.50 10.00 35 1.00 200 196 0 1.00 0 0 60.00 1,920 2,242 1.75 1.75 2,081 3,642 3,642 21.0 RAFTER SUPPORT 15.25 5.50 84 1.00 110 108 0 1.00 0 0 15.25 0 0 0 0.0 CROSS BM AL T 15.25 0 1.00 0 0 0 1.00 0 0 1,280 1 ,255 7.63 7.62 1,268 9,656 9,663 91.6 Divide by EI UNIFORM TOTALS UNIFORM END RXNS SHEARlRXN MOMENT UNIF PT TOTAL LIVE DEAD TOTAL END RXN LG SMALL UNI LD UL + PT UNIF TOTAL COEF COEF MAX LOAD LOAD LOAD LIVE DEAD LIVE DEAD LIVE DEAD RXN RXN OMENT @PT I MOM @PT MAX 384*w*L^4 C BEAM DESCRIPTION PLF PLF PLF I LB LB I LB LB LB LB LB LB CNTR LOAD CNTR LOAD MOM see aisc 8 max ROOF RAFTERS 40 39 79 180 176 180 176 180 176 356 356 802 0 802 0 802 6E+06 OE+OO 6E+06 ROOF RAFTERS 40 59 99 160 237 160 237 160 237 397 397 794 0 794 0 794 4E+06 OE+OO 4E+06 HIP 120 178 298 780 1,154 780 1,154 780 1,154 1,934 1,934 6,287 0 6,287 0 6,287 8E+07 OE+OO 8E+07 HIP END 40 39 79 276 271 516 584 516 584 547 1,100 1,885 1,885 5,705 5,705 5,705 3E+07 5E+07 8E+07 RIDGE 160 187 347 960 1,121 960 1,121 960 1,121 2,081 2,081 6,243 0 6,243 0 6,243 7E+07 OE+OO 7E+07 CROSS BM 0 30 30 0 229 738 1,081 738 1,081 229 1,819 872 872 13,000 13,000 13,000 OE+OO 2E+08 2E+08 WINDOW HDR 80 98 178 320 394 320 394 320 394 714 1,509 1,427 1,427 4,608 4,608 4,608 7E+06 1E+07 2E+07 E WIDN BM 200 256 456 350 448 1,310 1,569 1,310 1,569 798 2,879 698 698 4,340 4,340 4,3.40 7E+05 3E+06 4E+06 RAFTER SUPPORT 110 108 218 839 822 839 822 839 822 1,661 1,661 6,332 0 6,332 0 6,332 1E+08 OE+OO 1E+08 CROSS BM AL T 0 0 0 0 0 640 628 640 627 0 1,268 0 0 9,656 9,663 9,663 OE+OO 2E+08 2E+08 712612002 Page 1 .-r.. ..ellie.11 ,A_OLY_RADXLS ALLOW ALLOW ALLOW ALLOW BEAM BEAM BEAM SHEAR REQ REQI BEAR ALLOW REQI DEFL. LENGTH Fb Fv Fe per E WIDTH DEPTH AREA S ALLOW SHEAR ALLOW ENGTH MOM ALLOW IDEFL BEAM DESCRIPTION SIZE psi psi psi psi in in in^2 in^4 in^3 H-LB in. ROOF RAFTERS DF#2 2x6 1,310 95 650 1,600,000 1.50 5.50 8.25 21 7.56 523 320 61% 0.37 826 97% 0.177 609 OK ROOF RAFTERS DF#2 2x6 1,310 95 650 1,600,000 1.50 5.50 8.25 21 7.56 523 351 67% 0.41 826 96% 0.111 867 OK HIP LVL 2,600 290 650 1,900,000 1.75 11.88 20.78 244 41.13 4,018 1,640 41% 1.70 8,911 71% 0.166 939 OK HIP END LVL 2,600 290 650 1,900,000 1.75 11.88 20.78 244 41.13 4,018 1,022 25% 0.97 8,911 64% 0.168 984 OK RIDGE LVL 2,600 290 650 1,900,000 1.75 11.88 20.78 244 41.13 4,018 1,738 43% 1.83 8,911 70% 0.161 895 OK CROSS BM GLB 5-1/8x10.5 2,400 165 650 1,800,000 5.13 9.00 46.13 311 69.19 5,074 1,797 35% 0.55 13,838 94% 0.336 544 OK WINDOW HDR GLB 3-1/8x10.5 2,400 165 650 1,800,000 3.13 10.50 32.81 301 57.42 3,609 1,353 37% 0.74 11 ,484 40% 0.039 2,484 OK E WIDN BM GLB 3-1/8x10.5 2,400 165 650 1,800,000 3.13 10.50 32.81 301 57.42 3,609 2,480 69% 1.42 11 ,484 38% 0.007 6,263 OK RAFTER SUPPORT GLB 3-1/8x1 0.5 2,400 165 650 1,800,000 3.13 10.50 32.81 301 57.42 3,609 1,470 41% 0.82 11 ,484 55% 0.247 742 OK CROSS BM AL T GLB 5-1 /8x1 0.5 2,400 165 650 1,800,000 5.13 9.00 46.13 311 69.19 5,074 1,268 25% 0.38 13,838 70% 0.292 628 OK CONC PROPERTIES FOOT FOOT STEM WALL WT/FT top fig boll f(c) 3.00 Percent ed in Mn h b h' b' AREA KLF PLF c1r din bin fig As As' a a' Reinf below min Phi Mn Phi Mn' OFFICE SLAB CROSS 0.67 4.00 0.01 4.00 2.72 0.41 408 1.50 6.66 48.00 48.00 1.20 0.80 0.59 0.39 0.38% 1.00 413 279 OFFICE SLAB 0.67 1.00 0.01 1.00 0.68 0.10 102 1.50 6.54 12.00 12.00 0.30 0.00 0.59 0.00 0.38% 1.00 101 0 MRI SLAB 0.67 3.00 0.01 4.00 2.05 0.31 308 1.50 6.66 36.00 36.00 0.90 0.90 0.59 0.59 0.38% 1.00 309 309 U=1.4D+1.7L ALLOW BEAR @ 10,000 WHERE ON CMU OR CONCRETE U=0.75*(1.4D+1.7L+1.7W) CONC LOADS ALLOW FOOT SOIL CONC WALL TOTAL WALL FOOT POINT POINT POINT TOTAL PT & BR Bearing Span Mu Mu Mu BEARING WIDTH BRIDGE UNIF UNIF UNIF UNIF TOTAL DL LL SW RXN POINT LOAD Length for Uniform Point total Phi Mn LOCATION PSF FT SPAN LOAD DLlplf DL/plf LLlplf LD plf LBS LBS LBS LOAD incl bridge FT oments ft-k ft-k in-k OFFICE 10,000 1.00 11.50 115 115 100 215 0 0 0 0 2,473 0.25 11.63 4.47 0.00 54 101 OK MRI 10,000 1.00 7.00 575 0 575 0 575 0 0 4,000 4,000 8,025 0.85 7.43 4.44 12.62 205 309 OK OFFICE SLAB CROSS 10,000 1.00 5.50 867 0 867 850 1,717 0 0 0 0 9,444 1.14 6.07 9.80 0.00 118 413 OK 7/26/2002 Page 2 .-rn .te,dt,11 Lateral LOWER BUILDING IDENTIFICATION OLYMPIC RADIOLOGY SEISMIC FORCE MARK Roof 3RD FLOOR 2ND FLOOR Floor(n-2) Floor(n-3) sum (weight) BASE SHEAR Z I R Seismic Overstrength F Soil Profile Cv Ca Ct= hn(root) = Building Period(T) = A_ OL Y _RAD.XLS WIND FORCE ASSUMPTION: PROJECTED AREA METHOD NO SUCTION AT LEEWARD WALL WHEN JOINT WI ADJACENT UNIT 80 MPH WIND SPEED. EXPOSURE B 1=1.0 WEIGHT HEIGHT <--- Base on lump sum weight (kips) ~ 9.99 16.75 8.97 16.75 76.18 8.25 0.00 0.00 0.00 0.00 95.151 WINDWARD HEIGHT Ce q I Cq .= P ADJUSTED FOR SLOPE ROOF 0.72 16.40 1.00 0.50 5.90 0-18 0.72 16.40 1.00 0.80 9.45 0-18 0.72 16.40 1.00 0.80 9.45 WIND Y DIRECTION WIDTH EIGHlPRESS.FORCE X 0.30 (zone factor - tab #16-1) (FT) (FT) (PSF) (KIPS) (FT) 1.00 (important factor - tab #16-K) ROOF 5.50 (numerical coefficient - tab 16-N) WINDWARD 22.67 4.00 5.90 0.54 7.50 2.80 (numerical coefficient - tab 16-N) LEEWARD 22.67 4.00 5.90 0.54 7.50 Sd Dense Soil (Table 16-J) 0.54 (Table 16-R) 3RD LEVEL WALL 0.36 (Table 16-Q) WINDWARD 0.00 0.00 9.45 0.00 0.00 LEEWARD 0.00 0.00 5.90 0.00 0.00 0.02 Ct = (.035)-steel, (.03)-concrete MRF & (.02) other 2ND LEVEL WALL 16.75 uppermostlevel (ft) WINDWARD 22.67 11.00 9.45 2.36 11.34 0.17 sec I Ct*(hn)^(3/4) LEEWARD 22.67 11.00 5.90 1.47 11.34 1st LEVEL WALL 0.593 * W Design V Formula 30-4 WINDWARD 22.67 9.00 9.45 1.93 11.34 0164 * W Need Not Exceed Formula 30-5 LEEWARD 22.67 1.00 5.90 0.13 11.34 o 040 * W Not Less Than Formula 30-6 0.00 V=Cv*I/(R*T) . W V=2.5*Ca*I/R V=.11 Ca I Design V 0.164xW kips Design V 15.570 kips I LOAD FACTOR 1.400 Redundancy Factor 1.000 Factored V= 11.121 kips F roof = 0.000 kips MARK Roof Floor(n-O) Floor(n-1) . Floor(n-2) Floor(n-3) AMPLIFICATION PER 30-3 rmax Base Area Raw Factor 7/26/2002 WIND X DIRECTION WIDTH EIGHlPRESS.FORCE Y F Y sum F sum F Y Yavg (FT) (FT) (PSF) (KIPS) (FT) (K-F) ROOF WINDWARD 16.00 3.81 9.45 0.58 8.00 5 LEEWARD 0.00 0.00 5.90 0.00 0.00 0 LEEWARD 0.00 0 0.58 4.6 7.99 3RD LEVEL WALL WINDWARD 0.00 0.00 9.45 0.00 0.00 0 LEEWARD 0.00 0.00 5.90 0.00 0.00 0 0.00 0 0.00 0.0 0.00 2ND LEVEL WALL WINDWARD 16.00 11.00 9.45 1.66 8.00 13 LEEWARD 16.00 0.00 5.90 0.00 8.00 0 1.66 13.3 8.00 1st LEVEL WALL WINDWARD 16.00 9.00 9.45 1.36 8.00 11 LEEWARD 16.00 0.00 5.90 0.00 8.00 0 Page 1 0.117 =MIN(lF(T>0.7,0.07*T*V,0),0.25*V) Vper Level 1.97 3.73 11.12 0.00 0.00 ~ n_ ~C9_9m_ : 8.97 .--...-------- : _J6:1~n_ : 0.00 -~: - - - o~cici - -- _ :1:I:(Y:f~ SUM(W*H 167: 1.97 ..-..----6------- 150: 1.77 ~~~~~?~L~~?:~9 000: 0.00 - - - -ci.oo: - - - - 0:00 946 11.12 16.75 16.75 8.25 0.00 0.00 0.40 363 -0.65 ENTER SF OF MAIN FLOOR LEEWARD Cq .= P 0.50 5.90 0/50 5.90 0.50 5.90 FX sum F sum F X X avg (K-F) 4 4 1.07 8.0 7.49 o o 0.00 0.0 0.00 27 17 3.83 43.4 11.33 22 2 o 2.06 23.4 11.33 .-rn ..CHit... Lateral LOWER A_OL Y _RAD,XLS Redundancy Factor 1,00 LEEWARD 0,00 0,00 5,90 0,00 0,00 0 1,36 10,9 8,00 SEISMIC IWIND V per IWIND V per Xcf-s Ycf-s Y Level Xcf-w ~IRECT Level Ycf-w (ft) (ft) DIRECT (kips) (ft) (kips) (ft) Roof 11,5 8,0 Roof 1.07 7.49 Roof 0.58 7,98 2ND 12,1 8,0 2ND 2.99 9,95 2ND 1.41 7,99 1ST 7,3 5,0 1ST 5.93 10,64 1ST 2.92 7,99 I I CENTER OF RIGIDITY Y direction I WORST CASE I SHEAR 1 FT I ALLOW REQ/ALLOW END IFACT W.TYPE WALL WALL SEISMIC WIND SEISMIC WIND EISMICWIND EISMIC WIND RXN DEFL ri*10/1w 10 P=PLY LENGTH HEIGHT R X RX R X^2 I (KIPS) (KIPS) (K1FT) (K1FT) (K1FT) (K1FT) % % (KIPS) in, (KIPS) G=GWB (FT) (FT) 1 L EXIST CMU 16,00 8,00 82,2 000 OOE+O OOE+O 6,79 3,30 0.42 0,21 1,05 1,05 40% 20% 3,45 0,99 424 OK 2 RIGHT NEW CMU 16,00 8,00 82,2 22,67 19E+2 4E+4 5,56 3,16 0,35 0,20 1,05 1,05 33% 19% 2,82 0,81 3.48 OK 12,35 6.46 CENTER OF RIGIDITY X direction I WORST CASE I SHEAR 1 FT I ALLOW REQlALLOW END rACT W-TYPE WALL WALL SEIMIC WIND SEIMIC WIND SEIMIC WIND SEIMIC WIND RXN DEFL ri*10/1w 10 P=PLY LENGTH HEIGHT R Y RY R Y^2 (KIPS) (KIPS) (K1FT) (K1FT) (K1FT) (K1FT) % % (KIPS) in, (KIPS) G=GWB (FT) (FT) 1 FRONT P 17,33 8.00 265,0 0,00 OOE+O OOE+O 7,63 1,66 0.44 0,10 1,05 1,05 42% 9% 3,57 0.35 4.40 OK 2 REAR P 22,67 8,00 286,7 16,00 46E+2 7E+4 5,78 1,70 0,25 0,07 1,05 1,05 24% 7% 2,06 0.24 2,55 OK 13.41 3,35 7/26/2002 Page 2 .-ru ..eMit... BUILDING IDENTIFICATION OLYMPIC RADIOLOGY LATERAL 2ND WIND Y DIRECT 2ND Xct-w (ft) 9.95 WIND X DIRECT 2ND V per Level (kips) . 1.41 V per Level (kips) 2.99 Xcf-s (ft) 12.13 Ycf-s (ft) 8.00 2ND RIGIDITY OF EXTERIOR WALL RIGIDITY OF GWB SHEAR WALL R = K = ((8'wall height^3) / E*A*walllength + wall height / G * t)^(-1) E = modulus of elasticity G = shear modulus t = plywood thickness A =stud area at shear wall e CONST1P CONST 2P 1.70E+6 PSI 75,000 PSI 0.50 IN 16.50 IN^2 3E+08 3E-04 E = modulus of elasticity G = shear modulus t = GWB thickness A =stud area at shear wall end CONST1P CONST 2P 1.20E+6 PSI 22,751 PSI 0.50 IN 8.25 IN^2 1E+08 1E-03 RIGIDITY OF DBL WALL E = modulus of elasticity G = shear modulus t = WALL THICK A =stud area at shear wall end CONST 1 P CONST 2P Yct-w (ft) 7.99 1.70E+6 PSI 7.50E+4 PSI 1.00 IN 16.50 IN^2 3E+08 2E-04 A_OL Y _RAD.XLS CENTER OF RIGIDITY Y direction I WORST CASE I SHEAR / FT I ALLOW REQ/ALLOW END [FACT W-TYPE WALL WALL SEISMIC WIND SEISMIC WIND EISMICWIND EISMIC WIND RXN DEFL. ri*10/lw 10 P=PLY LENGTH HEIGHT R X RX R X^2 I (KIPS) (KIPS) (K1FT) (K1FT) (K1FT) (K1FT) % % (KIPS) in. (KIPS) G=GWB (FT) (FT) 1 L EXIST P 7.83 11.00 95.2 0.00 OOE+O OOE+O 1.88 1.67 0.24 0.21 0.26 0.26 92% 82% 2.73 0.24 2.40 OK 2 RNEW P 16.00 11.00 144.2 22.67 33E+2 7E+4 2.36 1.80 0.15 0.11 0.26 0.26 57% 43% 1.65 0.20 1.47 OK 4.23 3.46 CENTER OF RIGIDITY X direction I WORST CASE [ SHEAR / FT I ALLOW REQ/ALLOW END rACT W-TYPE WALL WALL SEIMIC WIND SEIMIC WIND SEIMIC WIND SEIMIC WIND RXN DEFL. ri*10/lw 10 P=PLY LENGTH HEIGHT R Y RY R Y^2 (KIPS) (KIPS) (K1FT) (K1FT) (K1FT) (K1FT) % % (KIPS) in. (KIPS) G=GWB (FT) (FT) 1 FRONT P 10.50 11.00 114.6 0.00 OOE+O OOE+O 1.36 0.51 0.13 0.05 0.26 0.26 50% 19% 1.46 0.14 1.29 OK 2 FRONT P 4.00 11.00 58.2 0.00 OOE+O OOE+O 0.69 0.26 0.17 0.07 0.26 0.26 66% 25% 2.02 0.14 1.72 OK 3 REAR P 5.00 11.00 69.2 16.00 11E+2 2E+4 0.81 0.31 0.16 0.06 0.26 0.26 62% 23% 1.87 0.14 1.62 OK 4 REAR P 9.50 11.00 107.8 16.00 17E+2 3E+4 1.26 0.48 0.13 0.05 0.26 0.26 51% 19% 1.50 0.14 1.33 OK 4.12 1.55 7/26/2002 Page 1 Propesign PO Box 699 Tracy ton, WA 98393 and enter your title block information. Title : OL Y RAD CMU WALL Job # : ...New... Dsgnr: BARTRAM Description.... Page:_ Date: JUL 26,2002 This Wall in File: e:\rp\rfm 0ly.rp5 Cantilevered Retaining Wall Design I Soil Data , Allow Soil Bearing = 2,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure 30.0 psf/ft Toe Active Pressure 30.0 psf/ft Passive Pressure 300.0 psf/ft Water height over heel 0.0 ft FootingllSoil Friction 0.450 Soil height to ignore for passive pressure 0.00 in RetainPro Version 6.0 Build Date: 10-SEP-2001, c 1989-2001 Criteria - Dimensions & Strengths 0.83 ft 1.67 2.50 10.00 in Footing Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe f'c = 3,000 psi Fy = Footing Concrete Density Min. As % Cover @ Top = 2.00 in Axial Load Eccentricity Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density 4.50 ft 4.00 ft 0.00: 1 6.00 in 120.00 pcf 12.00 in 0.00 in 1 .42 ft Wind on Stem 15.0 psf 60,000 psi 150.00 pcf 0.0018 @ Btm.= 2.00 in 0.0 in I Axial Load Applied to Stem I Design Summary Total Bearing Load ...resultant ecc. , --. 3,459 Ibs 2.96 in Axial Dead Load Axial Live Load Stem Construction 750.0 Ibs 1,000.0 Ibs , Top Stem Stem OK ft = 2.00 Masonry 8.00 # 4 16.00 Center 2nd ------------- Stem OK 0.00 Masonry 8.00 # 4 16.00 Center Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data - fb/FB + fa/Fa Total Force @ Section Moment... .Actual Moment.... .Allowable Shear.....Actual Shear.....Allowable Lap Splice if Above Lap Splice if Below Wall Weight Rebar Depth 'd' Masonry Data f'm psi = 1,500 Fs psi = 24,000 Solid Grouting Yes Special Inspection Yes Modular Ratio 'n' 25.78 Short Term Factor 1.000 Equiv. Solid Thick. in = 7.60 Masonry Block Type = Medium Weight Concrete Data f'c psi= Fy psi = Soil Pressure @ Toe 2,204 psf OK Soil Pressure @ Heel 564 psf OK Allowable 2,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe 3,149 psf ACI Factored @ Heel 806 psf Footing Shear @ Toe 23.1 psi OK Footing Shear @ Heel 1.2 psi OK Allowable 93.1 psi Wall Stability Ratios Overturning 2.94 OK Sliding 2.99 OK Sliding Cales (Vertical Component Used) Lateral Sliding Force 460.0 Ibs less 100% Passive Force: 266.71bs less 100% Friction Force= 1,106.7 Ibs Added Force Req'd 0.0 Ibs OK ....for 1.5 : 1 Stability 0.0 Ibs OK 0.440 153.8 348.1 998.5 3.8 38.7 24.00 24.00 78.0 3.75 0.960 360.0 845.0 998.5 8.9 38.7 24.00 7.67 78.0 3.75 Ibs= ft-# = ft-# = psi= psi= in= in= psf= in= 1,500 24,000 Yes Yes 25.78 1.000 7.60 I Heel 806 psf 802 ft-# 880 ft-# 78 ft-# 1.16 psi 93.11 psi Footing Design Results ~ 3,149 1,410 129 1,281 23.07 93.11 None Spec'd None Spec'd None Spec'd Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S * Fr Propesign PO Box 699 Tracyton,WA 98393 and enter your title block information. Title : OL Y RAD CMU WALL Page: _ Job # : ...New... Dsgnr: BARTRAM Date: JUL 26,2002 Description.... This Wall in File: e:\rp\rfm oly.rp5 Cantilevered Retaining Wall Design Item Heel Active Pressure Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load Load @ Stem Above Soil = Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem = Soil Over Toe Surcharge Over Toe Stem Weight(s) = Earth @ Stem Transitions= Footing Weight Key Weight Vert. Component 60.0 7.33 440.0 Total 460.0 1,186.7 2.94 3,459.3 Ibs O.T.M. Resisting/Overturning Ratio Vertical Loads used for Soil Pressure = Vertical component of active pressure used for soil pressure Total = .....RESISTING..... Force Distance Ibs ft 541.8 2.00 Moment ft-# 1,082.7 750.0 1.16 872.5 49.8 0.42 20.7 663.0 1.16 771.3 312.5 1.25 390.6 1.92 142.2 2.50 355.6 2,459.3 Ibs R.M.= 3,493.3 Pro,Design PO Box 699 Tracy ton, WA 98393 and enter your title block information. Title : OL Y RAD A1S1 Job # : ...New... Dsgnr: BARTRAM Description.... 8. This Wall in File: e:\rp\rfm oly.rp5 RetainPro Version 6.0 Cantilevered Retaining Wall Design Build Date: 10-SEP-2001, (c) 1989-2001 I Criteria ~ I Soil Data - Page:_ Date: JUL 25,2002 , l Footing Toe Width Heel Width Total Footing Width Footing Thickness Dimensions & Strength51 1.25 ft 2.00 3.25 10.00 in Allow Soil Bearing = 2,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure 30.0 psf/ft Toe Active Pressure 30.0 psflft Passive Pressure 300.0 psf/ft Water height over heel 0.0 ft FootingllSoil Friction 0.450 Soil height to ignore for passive pressure Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density 8.00 ft 1.50 ft 0.00: 1 6.00 in 120.00 pcf Wind on Stem 0.0 psf I Axial Load Applied to Stem I Design Summary Total Bearing Load ...resultant ecc. I I 5,021 Ibs 4.23 in Soil Pressure @ Toe 2,550 psf NG Soil Pressure @ Heel 541 psf OK Allowable 2,500 psf Soil Pressure Exceeds Allowable! ACI Factored @ Toe 3,584 psf ACI Factored @ Heel 760 psf Footing Shear @ Toe 21.2 psi OK Footing Shear @ Heel 10.0 psi OK Allowable 93.1 psi Wall Stability Ratios Overturning 1.98 OK Sliding 1.45 Ratio < 1.5! Sliding Cales (Vertical Component Used) Lateral Sliding Force 1,143.8 Ibs less 100% Passive Force: - 266.7 Ibs less 100% Friction Force= 1,395.6 Ibs Added Force Req'd 0.0 Ibs OK ....for 1.5 : 1 Stability 53.3 Ibs NG Footing Design Results --IQL 3,584 2,517 202 2,315 21.21 93.11 None Spec'd None Spec'd None Spec'd I Heel 760 psf 1,019 ft-# 2,235 ft-# 1,216 ft-# 10.03 psi 93.11 psi Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Axial Dead Load Axial Live Load L Stem Construction Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force @ Section Moment... .Actual Moment.... .Allowable Shear... ..Actual Shear.....Allowable Lap Splice if Above Lap Splice if Below Wall Weight Rebar Depth 'd' Masonry Data fm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type = Concrete Data fc Fy 0.00 in O.Olbs 1,920.0 Ibs I Top Stem - Stem OK ft = 2.00 Concrete 8.00 # 4 16.00 Center Key Width Key Depth Key Distance from Toe fc = 3,000 psi Fy = Footing Concrete Density Min. As % Cover @ Top = 2.00 in Axial Load Eccentricity 2nd Stem OK 0.00 Concrete 8.00 # 4 8.00 Edge 12.00 in 0.00 in 1.42 ft 60,000 psi 150.00 pcf 0.0018 @ Btm.= 2.00 in 0.0 in 0.711 Ibs= 918.0 ft-# = 1,836.0 ft-# = 2,580.5 psi= 19.1 psi= 85.0 in= 31.20 in= 31.20 psf= 100.0 in = 4.00 psi= psi= psi= . psi= 2,500.0 60,000.0 0.547 1,625.6 4,350.9 7,959.6 21.7 85.0 31.20 7.67 100.0 6.25 2,500.0 60,000.0 Other Acceptable Sizes & Spacings Toe: #4@ 15.00 in, #5@ 23.00 in, #6@ 32.75 in, #7@ 44.50 in, #8@ 48.25 in, #9@ 4 Heel: Not req'd, Mu < S * Fr Key: Not Req'd = Mu<S*Fr Propesign PO Box 699 Tracyton,VVA 98393 and enter your title block information. Title : OL Y RAD A1S1 Page: _ Job # : ...New... Dsgnr: BARTRAM Date: JUL 25,2002 Description.... 8. This VVall in File: e:\rp\rfm oly.rp5 Cantilevered Retaining Wall Design Item Heel Active Pressure Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load Load @ Stem Above Soil = Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem = Soil Over Toe Surcharge Over Toe Stem Weight(s) = Earth @ Stem Transitions= Footing Weight Key Weight Vert. Component 1,170.4 -26.7 Total 1,143.8 3,434.4 1.98 5,021.4 Ibs O.T.M. Resisting/Overturning Ratio Vertical Loads used for Soil Pressure = Vertical component of active pressure used for soil pressure Total = .....RESISTING..... Force Distance Ibs ft 1,280.0 2.58 Moment ft-# 3,306.7 1.58 75.0 0.63 46.9 950.0 1.58 1,504.2 406.3 1.63 660.2 1.92 390.1 3.25 1,267.9 3,101.4 Ibs R.M.= 6,785.8 .-4 .... '~I<razan. &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 20, 2002 KA Project No.: 106-02103 Wade Perrow Construction Mr. Gary Hombock P.O. Box 1728 Gig Harbor, W A 98335 fD)~~~~\Vl~)nl lIl1 NOV 2 1 2002 ~ BREMERTON BUILDING DEPARTMENT RE: Olympic Radiology/Bremerton, W A Dear Mr. Hombock: In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed: October 5 Field Report No. 11267 - Field Sketch Field Report No. 11268 Field Report No. 9259 Field Report No. 9217 - Copy of Concrete Report No. 3264 Field Report No. 9227 - Copy of Concrete Report No. 3267 October 15 October 18 October 28 Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. ~5~ yl~0'V DqO~ .~\Jt.- /) / i>'(LV o r V'--' /;-1 rfJ Respectfully submitted, Penn Seely, Laboratory Manager Peninsula Division PS:jm Enclosures Cc: City of Bremerton - Mr. Chris Hugo Pro DeSign - Mr. Jay Bartram Mr. Gary Durday With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370. (360) 598-2126 . Fax: (360) 598-2127 ~:::iKrazaIl & Associ a tes, In c. FIELD REPORT NO: 11267 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: ~ tIp" ~ l'n~ t3 {" ~ V\j\ ~ "'" C1Vl DATE: ()~, to z: I I PROJECT #: PROJECT: 0\ ''M'. : d.\~\o CLIENT: \JQ. e.. ~Q..('fO\N (.O'v...~t,: J\I\&, KRAZAN PROJECT MANAGER: S \ \S 1 6, 'KCLf "l,..-WlQ,1' C- I ~ it"d ~ TEMP: ~,I - (.0' Alltlve....d OV\ 'StTe- 0.1 (f/qu,/L.ste.d 'V\!5ia.\lQ,t~V\ <' ~ ~ l'~ p~ tes U ~ 0 \1\ 0. if" t l . V t ~ i'Y'A. ~ ,le \ '^ ~ of w. U:L \~ e, +~d.:t "'~ ~~1~5 ~"f fl,drl:tlo\il 1-0 L. a \;\ t t ()., u t " {" \. V\ <5 t 6. l\ ~..A, do..f~ TVtL Le..:\i\ut1A oA'p/ a4 . 1) ~%,1_1111 iJ d.. '?Ji _, {I ,')"J ~ '1{' ... 0 i I \ i" 4J ~d. -q $) ';1,1-\1 - d, if ~J ~\"-i;; 1'1 ~~i _ \.\ f, ~) "111'-611 C{) ).5 i _, l/ fo o~se{,lIe, tke '-M vt \IJ ~tlA .? Oil\, to(' cU.-tot W ~tJ.. tJ. be., \ '^ 4 ra-{J \ 'V"\9 ~ '/ a IJ J;o, I . /) 11fM ~ \,0 {J..~ ,::~ ~ I t1ty . \\<.f\tI" ~\~t1_ ~\1e.s (t-o/\ 1V1,I$ F c> if d w,~ ~ w \-. () fl"'e, l 't. Ii\(t+ \.. '1 !;, ~ ~-\c.-~ \ Ct,.l,l c\ t ~ t.-Q + 1 ~ L\ .; Q t e., aJ~ 6 () '^ CLtt av~ ~ d AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. T.C~/\-- 1501-15th St. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 (253) 939-2500 (360) 598-212~ (425) 485-5519 (360) 254-3200 I I IJI~ILL U" & t!JOXY //U I x 2' DOWCLS 4 LOC ~; TO MATCH BM REBAR "\ ,\ I I I I I I I I I I I I I . . '. 1/2" FOAM EXP BOARD I :: " '.' SILIcONE SEALANT EA FACE. DRILL & I t:.Er'. t #4 x i 00WI:LS @1 6~ m:, I:MBE.U !)~ ~ ::':,'--" DOWELs THRU EXP BOARD r~:: ("~'~ l\.- 1\'1' ~ I ~':< . .+-- ~ ,." " ~ ...., ". ".':' 0""' 0-_ .' ~IC" co ---+- . \_- ' NOTE: VERIFY ACTUAL LOCATION OF MRI MAGNET WITH EQUIPMENT FURNISHED LOCATE COLUMN GROUP CENTERED ON MAGNET CG +-3". COL GROUP SET UP gAsED ON 30"x60" SPACING OF MRI FEET DESIGN BASED ON i 2,000# MAX MRI WT . ACTUAL MRI <9,000 L8S . " ' - 't-'f' . ~. , . ~. 6" l' 4" -t I II #1 #2 J'd~~ . ____J H I I '-of -I' U" ill:X16"SE:-U4 ,,'-0" #5 2'-2' o 0 -- - +,- --, --..'-!- -, - - - - r-: ,-.4 o t' .. 0 ::i ~ 3..1.. ~ 'a>~ - a. I 03' (;:: , : g eJ I 1/ #61 2 > 1-a I ~tn ff w- J\ I 6 LS t- 29;; I >-W ~d I #8 ~ '? 8 #71 d.l-\'- &." 13' -10" VERIFY - LOCATED @ CG MRI ~ I I ,,, ." I SIM, SEE E/~1 I -+ 2 -6 ,}- 2 -6 AL FOR DTLS I I ~ 1,/ r-I I ~1 5-\\ ,.~. 1-1 . \ J /1 I Kt.T ~ ep - - - - - - - -- 'f- - - - - -~, - -- ~ __..u I f- - - - - - - - - - - - - - - - _ l- - _ _ __ I.....J I L b/FTG -12.0 VERIFY a'\ I - .,., u^ '11\f~ fJf. AfJl'''' , ~ , , uH 1-..,\ fYL ULMI\II'H.J' r---;:::-;---, . \:::'1./ C? - - - - - -i-'- ~ ~ ., " 7" EDGE 8M TO CL PILES I . #9 ;),,1) '" G" ~ ..:~ 7' !=-~.. -_.J I" 01) hUJ1\TE) t,J _.4._ C Bt,V\Lt_H_PLt~_t1 sr/',,! r. 1 I~" -=- ,'__n" er IT II 'J,\lr "\ I I I 1 H~ ?-,.... , ((J I o I to I I I ~ I-i -.. I I I Co H -1)\ I , l\ I -J ~~KrazaIl & Associates, Inc. FIELD REPORT NO: 11268 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: {)e-I, &", ?-60 a I PROJECT #: PROJECT: -ill ~ 1M ~ L(/ R.dcl, (') I O<1~ CLIENT: \J Q.d t, Pe. f -('0 W Go \It sf, , f" VLC- I , KRAZAN PROJECT MANAGER: ;) I B I CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: P , 'I f'~ ~ I ~q B f ~I.M ~vto ~ .s, Ie{ Clt 7- Vli1 Q f C 1(') lJ J 'i TEMP: iJ.I~' - ~tJ I A t't l \J iZ d. &VI f; ire Q. 5 f ~,q u .AATed to ()0 5<'" I'll e flu'/ j ~1A 5 t q (/ 4 + 1 ~ !t1 D f P <vt r de $ f U, 9 () '^ C\ '( (' tV IIJ'.ct ~ ~ 1"1~ ;WI, c.T vJ I"tJA t:..o \At tctc-td r' \J..) ~() \ 'J\, ~"of w-. e-J \M ~ + 'v1d, t \t c w ~ u. ~b e... l VI. s.t~ f{ I n~ N1/o..11 dL-O. ~;1V\ ~![J~ ut;~I-z.\Vt~ Q. 915'0 Ih5, ka..nU\lle.v' ,",^sta.lI e.d. tI"'^ t,^c.. bd.,~K ,,~ <4 ~ mall f(clcl./.1nd e-; -to Fa ;11>.. t~, Il e-- r U5 (\ t W<15 de.. fe-\' 1M'~v\"eJ ~~ \) \C\t:L "'<1 llC W\Clf l~~ t. \It +"'r out6~de 1- 9;(<3 avvd ;-e +'vt~ f)t-{e Tfa.v~l~d le~ + '^ e.. I 11 l' 11\ I.S 6 e. GO U j\ds l-t 4.J Gt ~ +6 f" e F u ~ 4 L A t ~tQ J ;> F ~: v,~ 'p ,-" e- ~ 'J B-; iW ,,-n ~(I-VE" .{;~ ~ t\n r ud.<"t"t.\d7!l :0 t!lt€.. Dl'L MA~ ~G . \l.q,i{'<)[d~ _o,c. I, { tty -(he.- 1~"'l9TM al\~ 06 t-ollo."JS\ ~ d. <{. ., \.f (( ~ J..~; ~ r; r/ ~) ;;.. 4ft.., 0 it i-\} d.-)..' ~ 't (I .5) j..h{1 _~iI 6.) do t I ,- q (/ i) 'J.3 : - L.t {; ~} 'd-i4 i _ ~ II q) )..$'r...,," ~ ;t~, '^ u. 1j\N ~ Q If.") . I r'J Vt qH'\ 0\(\ J ( "C-G, t( .:JVl.S 0. f e.. a (~d 0 .~) Ct. i:L~\ L- '^ cJ 5. U ~ + di. , ~~: ~ (~\A , 1 a I Il-d L ()"1J\, + llt D. ~ t df d (J F'~\' a Q:60 A,.t\. I./to t ,~ho \tv' '1+~tt ~iJI - :s~te..,. '\Af\t-~t ~;JO A-,J{, To the best of my knowledge, the ab~~AS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: TeCh'iC1~: .A..#J/ Yl. /) --- 215 West Dakota Avenue ClOVIS, CA 93612 . (559) 348-2200 1501-15th SI. N SUite 106 Auburn, WA 98002 . (253) 939-2500 4231 Foster Ave. Bakersfield, CA 93308 (661) 633-2200 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 (360) 598-2126 1025 Lone Palm Ave.#8G Modesto, CA 95351 (209) 572-2200 19501 144th Ave. NE #F-300 Woodinville, WA 98072 (425) 485-5519 545 Parrott St. San Jose, CA 95112 (408) 271-2200 11913 NE 103rd Ave. Vancouver, WA 98662 (360) 254-3200 123 Commerce Circle Sacramento. CA 95815 (916) 564-2200 f~KrazaIl & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS FIELD REPORT NO: 9259 DATE: /o--/'S<CY.::L- PROJECT #: / t:'JG~(!) ~ /;)6 PROJECT: ~~ Yt>1 PI(,~ ff.lfP/d~G:' y CLIENT: tv p C!/ KRAZAN PROJECT MANAGER: ~ CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: \1J/LL WEATHER: ....ccIU tofJC/ 8-RGM C/t,(J~//-/1 TEMP: G C ~R/f/1J1O ON ~/ni:: FYce 7F'Ll..<7'Jif~L //lh)~/i?c.7'/t?,J/ -S'~/.L/~ /!-AJj) ~A:J?/A.J(.' /Je' ~ / /o~/'Mi::J.7'/"".) ..dI.;:::z ("1 L9"AJC'"ePi7!f} j>..t.ACL,tn~^' V'. A~E,9 I!),c: ,f>L4~ m$fi'" /V'7 .;" ~07' /-u C; A-7' ~ ,./ 1? ~ ~."p /1./ p,f' i!7 ~ ~/? k?.. fi?4ilS~.eL f~/?J,e 7fj tJAJ ~-l, /~S"aLo7EGJ:D E2!r1!? "6't"~e /" G~tCJ~.. ~~ C~4RA-Na~ rbtV€~ #<< "0-~7€".e!~ (,,~;( /~/f115' ".t!/'JL) .,a~41'.t...,.s Ct:J'\J('lR~ ~1\J~r , rA<7: 'S:!?FI- /(a:;UL..r--5:.. 7"Sit3~O ~ "0";L.Con P Te/Y? r'1ifi? .-t'l-7U-R{1!J A-rJD /PI' ~ ./'1k..t:;f"') J. I'-5Ef ,A?r f' e/I ~ C'9A/A/J).e~ W!f(,et!: fiDp fi/2*uJff-1- CeJ/Ur;RPrIZ. ?9r'Om-' P3,e <Y~'c./rlC7 C cO/0r' R~ ~ ~RT::t:f:2.. B.59 c> To the best of my knowledge, the abo~AS NOT performed in accordance wi~he approved plans, specificati ns, and regulatory requirements. Superintendent/Representative: ,TeChn:CI~ "t ~ '"' 215 West Dakota Avenue Clovis. CA 93612 4231 Foster Ave. Bakersfield. CA 93308 1025 Lone Palm Ave.#8G Modesto. CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 1501-15th St. NW Suite 106 uburn. WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-250~ (360) 598-2126 (425) 485-5519 (360) 254-3200 ~~KrazaIl & Associates, Inc. FIELD REPORT NO: 921 7 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: O//-tl 1'6 I ~oo ~ , PROJECT #: 10(;, - 63. ~tJ '1 PROJECT: otYff\ ~lCl t\~tt')1 ?Ja."1 ell ENT: \J \:J,~ ~~v\ i c,'- IN ~ '5 +-1 KRAZAN PROJECT MANAGER: (3' . R. CONTRACTOR: ::SO,^ \i\~ Lavv"',J I JURISDICTION: K. ;:\-'Sc~ Gc; , PERMIT #: ()- ~.. eH\. ~'" INSPECTOR: S, ~"-""""'i WEATHER: uto- ~ TEMP:S4 . A 'l'{ \ \J ~ ~ ~J~ a.,c, + G MIA a~ lj'\),-ste-J. Lt ~("\.I\J\ C1vH \ II ~ '^ ~\ ()..J\/\. ~ A~, \M ~...:-t \ll"'\t~ (;f'l-JV\+v'o.v+ ~ wko WI~ ~~ ""~/ ,'^-JoulJ. k..Q ~\I:"l.():,^"~\ aH.\6'ld1JCLW\~..;l..L" ~ \t~'c!s_ "}-, ~l~~u w~ 1~"hJ ~ +ltce <&; t~l\1 ~ ~'~ -c.l vt -e..-J \. \1\5 11 Q... ~A ~"\.<r + P C'ld ~\^^ of-- lAN\,cl ~f)d\AJ. to ~~ s.CA,'"h~ fo..(}b..tJ-'f~. ~~ - ~+-l-{l/\ {..()J\/\ ~O-.f'W\s td C\MJ ,~~ ,{/, f'~q tl, t.';~ ~d 'to I II\'7P e.<:...-i- p tQ,c...t,WI'~.l,^-r l V\ fo ( I!Yt ttl QI'ct'f' ~:;~~t4 ~t~s 215 W t Dakota Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (559) 348-2200 (661) 633..2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 performed in accordance with the approved plans, specifications, and regulatory requirements. T~ . i)rv'- 1501-15th SI. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave. Vancouver, WA 98662 (253) 939-2500 (360) 598-212~ (425) 485..5519 (360) 254-3200 ~Krazarl & Associates, Inc. - CONCRETE REPORT NO.: 326 4 ~ / \ GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES I WETLANDS DATE: () u -t \ l1f r 0 <;)., PROJECT#: 16~~~\0-3 PROJECT: 0 \~ .- ik~L<'J \,nqt~ CLIENT: \JJcd. ~ Q ~J ~\ f 0- W CoM ~ \- I KRAZAN PROJECT MANAGER: :r L L3 . Field Data Supplier Iff ~d \-i', ~ l Concrete D Mortar D Prisms D Grouted [1[] I Grout D Ungrouted D CONTRACTOR: :So,^-",~~~ tC>""Jvst\ JURISDICTION: K "tt.c.~ Go \ PERMIT #: (';) ";+.. - 0 I{ (] I{ INSPECTOR: -6, R'I:1.f ~ W\o.N" WEATHER: 6l<XJ~ TEMP: S"ht' Site Mix D Plant No. ~ Flex Beams D Other D Time Truck # Ticket # % Air IIct01oc,{ II ~r-( Cone. Air Temp. Temp. Slump (F) (F) II~lv-cJ 1~16~' II Unit Wt ~(+ I d,',O,( II 6\ Placement Area Footings D Walls [&J Slab/Deck D Slab D Columns D Pilings D Grade Beams D Other D Grids Wo.\\ ~C-\Jt'^-~<::),.6-f Go-f'IJ)ur +- ;)i \ 6t\1I\9 .01,) \ ~JvV\9 Remarks ~~'clv-t ~\d..C'''''J. \l....Q., ~J-VV\~ i",^~v\. Wltc:.,.'~, V....'lA, Inspector's Signature Reviewed By I Laboratory Data Cyl. Code Design Strength Max. Load Dim. Area II II Results Reviewed By I 'fJ" Ic,= D, ~ I ~OOO Compo Str. (psi) Date Reviewed I Reported Batch Data Cement Type I ll. t k. ~ k r ~:Jj:. I Design D Actual ~. Mix No. I II 3 P I Cem.lbs.. II J...t q.5" I II ~~ I I~ I~ II I Sand Ibs. I II ~ t J3 I Water I I~ Adm;",," 1i'vi"I....J I ~ Other I I Air Ent.(ozlcwt.) I II S.t) I Water Added on Job I. I (gal.) . I a-' . F. Ash Ibs. C. agg. Ibs. C. agg. Ibs.2 C. agg. Ibs.3 I Items Inspected D Conforming D Non-Conforming Date Specimens Rec'd. I Te~ted Break est Method ASTM C 39 D ASTM C1231 D Other I I Compressive D Flexural D Te esults . 0 Conforming D Non-Conforming ~~KrazaIl & Associates, Inc. FI ELD REPORT NO: 9227 GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS DATE: 0 & t. rl.%) 0 d. PROJECT #: [ b" ~ b::}"\ 0.3 PROJECT: Dt~ Iv"'" ~ "IL.- R.adiid 0,\ Y CLIENT: \J o.A t.' ~ ~{r tI vJ C o-"",.s [- KRAZAN PROJECT MANAGER: () l 0. CONTRACTOR: \JD,it @/, C ~ t f 0 W L~ vt~t I JURISDICTION: B r~W\ ~ r--\-D '-^v PERMIT #: O"l.... t> ~()I-\ INSPECTOR: ~,~.a~-z..w\o,/r WEATHER: G- \. <> Jd y TEMP: S'S I Aft t \j ~~ (') v.. ~ ~ t tI c.LS t e~Un:> ~J ~d. --r cl \ \U\..'5 P ~t- t ~ \ C\G e- If\f\ It; V\. -t f f ~ ~ :s t e. a- ) 0. \j\.cl 0 eA F t>f 1M v D YU 6 ,{' \,,:t e. +~ t { VK:f...J.- ~~C\~ LX.{'1;'~J\"\J\q ff"Y\ l(tc"~ .,v1€/t \rJ\t~ t;-O(J\tfo.c-1'of "\JV\ () I '" r:- c:l'l' \N\ ~C\ WI. e" 't ~ O.:t ~I\ PI \AI 0 \.t ~ d ~ e...- . p l ~ t.; )~ ~1 GO\,\c..{\e..-te Fot Y\I\~~lJ\ ~lot)f' ~ldb, ~e,,- .st\l~\ v..>{).,'l \'I\~~e..c..:te&\ {)f\~f t6 f\\"'{'~'~~V\t vf U(~\I'd/{'eft~j. R'e-~tl:le)_ Wf).,~ ~Ov.\JI.cl. 1c b~ ~\o.C~~ CU~'["OftL~\I\q to fL~~iJV<; 6\V1J .5~e-6'~ H..O,t;DI!\. .~ ~~~ 5\vt. 5 \ ,de:ta,;\s A 1 B ()o.V'vd 0" . I C lh'\ (,; {' l'" -t e.- .t ~ ~t W '! f.(. ~ e '\ f: D t'tM e:; cL 0. V\d 0 ~ e 5e.-'t 0} ~ou,f ~~\:L ~e..t e-- IlN\!))d e.~ ~Df ul>~~f e--<;;tj i I/e ~'t-r~\'\.Cl t" , I r, r e. : ec-- l.\ aD D ? ~ ~I .. Wt-t'f b~"Y LA -S '..\~~\\:~-t; "'''' 0 0 [oV\tfd.&10 f drVtG\ t~ '~6 ~ if '\..II. ~ t l () f,~ 'lX ~ (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 , , (916) 564-2200 ,-, -A ....-,,_.,....... ...., .~'. ordance with the approved plans, specifications, and regulatory requirements. T.~ 1501-15th SI. NW Suite 106 Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C Poulsbo, WA 98370 19501 144th Ave. NE #F-300 Woodinville, WA 98072 11913 NE 103rd Ave, Vancouver, WA 98662 215 West Oak Avenue Clovis, CA 93612 4231 Foster Ave. Bakersfield, CA 93308 1025 Lone Palm Ave.#8G Modesto, CA 95351 545 Parrott SI. San Jose, CA 95112 123 Commerce Circle Sacramento, CA 95815 (253) 939-250~ (360) 598-212 (425) 485-5519 (360) 254-3200 ~~J<razan. & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES I WETLANDS CONCRETE REPORT NO.: 3267 ~--- ..._~ DATE: ()tfI, ~/6, 0 .~ , PROJECT#: \ t) r..... 0 ~ \ 03- PROJECT: tJi~,,^"~;~ Q..o.Jtd \~~~ CLIENT: "-AI ~ E'/ ~ ~ f f i) W (, 0I1ft S t ' KRAZAN PROJECT MANAGER: :j , B i CONTRACTOR: \J aJe- ~~H'o w tcYv\st I JURISDICTION: ! t ~ /W\ ~f'-t,) '1\ PERMIT#: D~- "Yo4- INSPECTOR: .5 . Ra. \" "l,w\ OJ ~ WEATHER: G , 0 ~\J ~ TEMP: S 5' I Field Data Site Mix D Reported Batch Data Supplier Ill., t:la.f> ~~t:f;~ I Plant No. [}[] Cement Type 11 i l bf/tf"~ 1= 4'.xr I Grout D Flex Beams D Concrete [i] Mortar Design D Actual W Prisms D Grouted D Ungrouted D Other D Mix No. I II M~O'(), I I Cone. Air Cern. Ibs. I II.!' &~ I Temp. Temp. Unit Time Truck # Ticket # %Air Slump (F) (F) Wt F. Ash Ibs. j II - I I II ~\ ~ 'I'~~~ 1311 NIA II IGZJDI I \ d,:' It> 3" c. agg. Ibs. I '1';) I (~~5 I c. agg. Ibs.2 I I - I Placement Area Footings D wallsD Columns D Grade Beams D C. agg. Ibs.3 I I - I Sand Ibs. I I I Slab/Deck D Slab CLJ Pilings D Other D i 3'" Water I I i'\,D I Grids Mo.\ f\ FIDO\ SIG\'D. Adm;xtu,e ~ I 1-\ '1 d} I Other I '-'""" I Air Ent.(ozlcwt.) I II - I Remarks 0 b N v ~ E t E ~ L A ~ ~ 0 V I .~ ~ U t\ ~ T h ~ N t\ ~ l.- t\ . iJ ~ b . (( ~ - :, \' f i~ \... () D ~ ~ ~ \t !-\.S ToP \... A NS A ~ \) .s ~ 5t. \ N D'f E. '. ~ ~ ev ~~ Cld,t i 0'" "e..q u .'l'e a. l-J,s't>D pSI f (" e-J.tl \ \\ d,e,h \I 'tflt "'~ 14. 0 017 ~ ~ \ ""^ \ ^ I \,.)/' ,{: '1 J c.,:=:D,"4\ Water Added on Job I (gal.) . () Items Inspected [i] Conforming D Non-Conforming Inspector's Signature Reviewed By I Laboratory Data Cyl. Test Field A D' Code Date Cure ge 1m. , Ndv\ \li, [i] 1'-' x ~ II I <1, DCillI II I I .Jt~ o [ill I II I I D[TI1 II BI IBB~I I II IDD I I II IDDI II I Laboratory Remarks {I;.- CI . f p-- l I "d-':f7 Results Reviewed By I Date Specimens Rec'd. I Tested Break By Type II I IB I I II I II I II I II I I I I ~rOo I Compo Str. (psi) Set # II II II II II II II r I II II 101 II II 101 II II 101 IBIIRI II II II II Design Strength Max. Load Area Date Reviewed I Test Method ASTM C 39 IT] ASTM C1231 [[] Other I I Compressive II] Flexural 0 Test Results o Conforming o Non-Conforming ~~I<razan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 20, 2003 Project No.: 106-02103 City of Bremerton Mr. Chris Hugo 286 4th Street Bremerton, WA 98337-1813 ~i ~ ((; ~ a \Yl ~ ~---, D 0 i , JAN 22 1003 BREMERTON BUILDING DEPARTMENT RE: Final Letter Regarding Special Testing & Inspection Olympic Radiology MRI Addition/Bremer_ton, W A Permit No.: 02-0404 Dear Mr. Hugo: In accordance with our client's request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: . Pile Driving Inspection · Reinforced Concrete Inspection . Structural Masonry Inspection To the best of our knowledg~, all work and noted deficiencies have been tested and/or inspected and have been found to be in accordance with the approved plans and specifications. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (360) 598-2126. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Je:ltz~. ~ Construction Services Manager Poulsbo Division _ v<P4 !}-~ ~~o\"1 0-1.,... V:vfr' '/ ~~ cP . \-" 1--1 ;)lV o L '-\ \tP-~ bY ,\XV /'y: -I~ 'f JMB\jm Cc: Wade Perrow Construction - Mr. Gary Humbock Pro Design - Mr. Jay Bartram With Eleven Offices Serving The Western United States 20714 State Hwy. 305 NESte. 3C . Poulsbo, Washington 98370 . (360) 598-2126 . Fax: (360) 598-2127 Scope of work: Address: Owner: Contractor: BREMERTON BUILDING DEPARTMENT Inspection Report Permit Number: .Od-.- - 04 D t Inspection card/approved plans on site Setbacks Footings: required steel placement Walls: required steel placement Footings: required width & depth Walls: required size Bearing soil (soils analysis if applicable) Special inspector (when applicable) FOUNDA liON COMMENTS: 5-" f{ 6 ,4 pfJ;C() VI{ IQ / tJ -~ g-= g1... FOOTINGS APPROVED: I (J'; 5-01- If 0 WALLS APPROVED: 1(1"/ ,- - (J 1.. tCo FRAMING Electrical approved Plumbing & mechanical approved Crawl space access (min. 18 x 24) Floor jOists and beams/proper clearance to earth Positive connections posts & beams Foundation vents Posts properly supported Anchor bolts: nuts & washers in place Mudsill: treated material Floor joists: size & span Beams/girders: size & span Notching & drilling: joists & beams, studs Smoke detectors: all required locations Exhaust fans: where required Exhaust fans insulated: unconditioned space Whole house fan, outside air intakes each bedroom Fans terminating directly outside Range hood Dryer exhaust vent All vent terminations: windows & property line Fireplace combustion air Windows: meets egress requirements Windows: proper U valve Windows: safety glazed where required Ceiling heights Stairs: headroom clearance Stairs: rise & run; proper width Fire blocking wall to ceiling, furred walls every 10' Fire blocking: stairs, soffits, lowered ceilings Fire blocking: tubs/showers Fire blocking: lids in void spaces, shafts Fire blocking: stuff holes top & bottom plates Sheet rock backing Wall bracing Rafters size/notching Trusses: specs; bracing Attic access Attic ventilation Wall & roof sheathing Shear nailing Building dried in COMMENTS: II-i~-gz ~ - APPROVED: Insulation: proper R valve Insulation: proper fastening Insulation: vapor barrier Bottom plates caulked to floors Penetrations caulked as required Electrical boxes gasketed or caulked 6 mil black poly in crawl space ENERGY CODE COMPLIANCE COMMENTS: UNDER FLOOR/FOUNDA TION INSULA TI WALL INSULATION APPROVED: A1~ , f i J Appliance location and access, proper support Appliance clearance to combustibles Venting: clearance to combustibles Venting: size & support Vent termination Combustion air Ducts: size & support Gas pipe under test Gas pipe size & support Gas pipe: underground min. 12" below grade Gas pipe: within 6" or underground-coated Gas shutoff within 3' of appliance Gas logs: safety shut-off Gas logs: damper permanently open Wood stoves EPA certified Wood stoves & fireplaces: Tight-frtting doors Wood stoves & fireplaces: proper health Manufacturer's specs on site Chimney liner: when required Chimney: separate flues when required MECHANICAL COMMENTS: GAS PIPING APPROVED: OTHER APPLIANCES APPROVED: FURNACE APPROVED: DWV & water piping under test DWV: proper grade DWV: proper sizing DWV: proper drainage fittings where required DWV & water piping proper support DWV: required c1eanouts Vent termination All fixtures vented property Water supply: proper sizing Shut-off valves on all fixtures Water heater. gate valve on cold water supply Vacuum breakers: where required Water heater relief valve drain to outside Water heater: seismic strap R-10 pad under water heater when required Water-piping insulated as required Grease traps/interceptors: where required Proper indirect wastes: where required PLUMBING COMMENTS: PLUMBING GROUNDWORK APPROVED: PLUMBING ROUGH-IN APPROVED: Proper fastening nails - 7" o.C. horiz. Plane Nails 8" o.c. vertical plane Proper fastening screws 12" O.C. horiz. Plane (1/2'1 Screws - 12" o.C. horiz. plane (1/2j 24" o.c. framing Proper fastening: screws - 16" o.c. vert. Plane (1/2") Screws - 12" o.c. vert. plane (1/2j 24" o.c. framing Proper fastening screws - 12" o.C. horiz. plan (5/8") Screws - 12" o.C. horiz. plane (5/8') 24" o.c. framing Proper fastening screws - 16" o.c. vent. Plane (5/8") Screws - 12" o.c. vert. Plane (5/8') 24" o.C. framing Area & occupancy separation walls Draftstops where required Usable space under stairs (5/8" required) Waterboard where required (not on ceiling) Corridors SHEETROCK COMMENTS: SHEETROCK APPROVED: 11 Energy code requirements met, exhaust fans Plumbing & mechanical . Garage/dwelling door self closing solid core Smoke detectors where required Handrails & guardrails, as required Fire ratings maintained Exit signs when required Emergency lighting when required Occupant load posted when applicable Building weathertight Wood siding to earth separation (6") Building address posted Randon monitor when required FINAL COMMENTS: lJ~Y/o~ I /) 100 b f. Ae ~\J0~ r-." I;' I Ann,...", Ir-r"\. ~