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Home My WebLink AboutBLUE HERON PL., 6039 BREMERTON BUILDING DEPARTMENT Inspection Report Scope of work: V';)'- {~4-(0 I Address: Owner: {L:Sj-6q3~ Contractor: FOUNDATION 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) COMMENTS: ~ FOOTINGS APPROVED: 10 Z5 OZ WALLS APPROVED: /0 V- Dc::. FRAMING Electricai 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: APPROVED: /-/0 -0:) ~ ENERGY CODE COMPLIANCE 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 I COMMENTS: UNDER FLOOR/FOUNDA TION INSULATION APPROVED: WALL INSULATION APPROVED: 1-10 0"3 CEILlNG~~N ~OVED: (-tb 03 MECHANICAL 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-fitting doors Wood stoves & fireplaces: proper health Manufacturer's specs on site Chimney liner: when required Chimney: separate flues when required COMMENTS: LC LC GAS PIPING APPROVED: /~7 -0) FURNACE APPROVED: I -7--05 OTHER APPLIANCES APPROVED: PLUMBING OWV & water piping under test OWV: proper grade OWV: proper sizing OWV: proper drainage fittings where required OWV & water piping proper support OWV: 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 I 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 COMMENTS: /~e -"- PLUMBING GROUNDWORK APPROVED: 1(- 15- 6? PLUMBING ROUGH-IN APPROVED: /-2-0<; t:.C- SHEETROCK 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 (1/2'124" o.C. framing Proper fastening: screws -16" o.c. vert. Plane (1/2'1 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 (5/8'124" o.c. framing Proper fastening screws - 16" o.c. vent. Plane (5/8") Screws - 12" o.c. vert. Plane (5/8'1 24" o.c. framing Area & occupancy separation walls Oraftstops where required Usable space under stairs (5/8" required) Waterboard where required (not on ceiling) Corridors COMMENTS: SHEETROCK APPROVED: I-lb.. -03 ~ 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 weatherlight Wood siding to earth separation (6'1 Building address posted Randon monitor when required I COMMENTS: Z-Z6 -..03 /~ ;dI( r-I~I" I It. nnnl"'\\ Ir-n. "', " ," ;r~ _,!:_'_;-:';"'~?'~:',~,-t-<~''.-''---:-c;,~'~~'.',,- '~~~'':'~''~':~';_'Y - . ~ ,,-,-- '7" 1 I ~" ".. I CENTER I BREMER TON PERMIT , " I 286 4th Street, Bremerton, IJA 98337 I I Phone: (360) 478-5275 FAX: ( 360) 478-5278 i BUILDING PERMIT i I Job Addr: 6039 BLUE HERON PL Permit No: 02-0461 t. I Location: DOCKSIDE LOT 115 Status: ISSUED' t Parcel No: 5092000-1.15-0000 App lied: 08/20/2002 I I Issued: 09/25/2002 I Applicant: JAC08S0N BRIAN 731-0932 Expires: 03/24/2003 PO BOX 2274 BREMERTON WA 98310 I Owner: JACOBSON BRIAN 731-09Z!2 PO BOX 2274 BREMERTON WA 98310 Contractor: SELF Lie :It: SELF Exp: Subcontr: Oesc: NEW SINGLE FAMILY RESIDENCE IJJ/ATTACHED GAR & DECK ~*******~********~**~*********************************************~************************** Valuation * Permit Fees: 1.328.25 Total Calculated Fee: 2,086.93 115,44'2.. 28 * Plan Check Fees: ?04.18 Additional Fees: ..00 * Other Fees: 54.50 Total Permit Fee: 2,086.93 .******-**********************************************~************.************************* MECHANlCAl..!PLI.JMBING F!XTURES-" MECH-R-.e.f1ge................... : 1 MECH-Wood/Pellet St.ove.......~ 1 MECH-Ga$ Fumace to lOOk btu. ~ 1 ~ECH-r~$ Pipiy~ (outlets)....: 3 MECH-Exhau:$It Fam............ ,.: :3 MECH-Range !-b::ld (yE>$)..".... ..= 1 i'lECH-Clothee Dryer...........: 1 PlBG-'Wl!\ter CIO$et................, :3 Pl.BG-Ba'l:htub. . ... . .. ., . ... ... . . . = :3 PlEIG-Lavat.o'ry. . . .. .. . . . . . .. . . . . . : 4 Pl!?,G"'Showey. .. . .. . .. . . " . . . . .. . . . : 1 PlBH-KitcMn Sink.............: 1 PlBf'~-Oi$hwashljn... ........"....: 1 PLBG'~,Laundn' Tray.........."..: 1 PLBG-CClothE;swasMY.............: ; .1: PLBG~teY HeateY............: .1: PLBG-Hose Bibb$................: 2 ********-************************.********************.************************************** Thbpflirmi t: shall become null and void if the; buildil"l9 0'( wol"k iIll.J.thoYi:z::ed by this pel"mit. is not comn'lenel.td wi thi n 180 dayS frotllthe dat.e of $Uchpe~'mit, .or if t.his buildi'f'19 .or work 3.uthodzed b'/ such permit is suspended .or aband<~ned .at any time aftel" the work is commenced foy a piity'iod of 180 da>'$. NOTICE - It is tM Y&eponsibili ty .of HlE' permit. holdey. not.tM City of Bremeyton or Building Offidal to se.& to it that '(ii!quiyed inspectiom aye made" The permit holder must notify the Buildil"l9 Official when ready foy inspections. Failul"e of tMPermit. holder to 'notify t.M Buildil"l9 Official of yequiredim.pet:..."i;ioffi may Ye$Ult ,in the stoppage of the wo'rku'f1til $Uchtime that tM peimit holder can eubstanHate to the buildil19 official that the concealed WOrk meets 01'. exceeds .~?de requirements. Any demolition, tE>$til"l9, or financial burden shall be borne di yec'l:ly by the; pf.<Y'lrd t holdEn', Failuye to .Sl.lbstantiat,e code requi rE!fllents will indE!fllnify tM Ci t), against any and all responsibility or liability connected with tM comb'uction. I here-by CEt'(tify tn-at I have yead and examined this pEmYlit and knOltJ tM sa,me to be true and conect. All p'(ovisionsof Jaws and Qt'dinance$ 9O'v'emil"l9 this type of Wl?l"k will .~ c:oclIPlied with whethe1" $Piilcified oorein 0\' not. The, anti li9 of ~'mi t does not p ye:iJ\Jllle to 9i VEt authod ty to violate 01" cancel thep t'ovi..ions of anyothey $ta~e 0)" local... Yeaula~119 coootruction or tM perfonnance of C:Ol1$tYliction" SigMtu::~R~~ ___ . Date:,_2P-;:-. .' ~ = ~UfYtJ~ ~t f"'.: t'-' ,."", ,_,to " tho .to.. eont ,"",0". ,..,s< yaHoo law, tiM'" :::>echon ;?'; Ch tat lZe, ...aW$ 0, 1967. )J Si9natIJn~:,,~ __. . '_~. /J'. _,,_.._____ Oate:_ -- :~()I(li()l:)lOiOIOk~N* l!()!()j()j()I()l:: lIOIOIOIO!(*)j:; lk .!JL.J. d " Permit Clnt~~roved 8)1:--... . . ... . Date:~- . 5-od.~ ( '. " ..:.....:......'~'--..-:.!.~.:,'~--.:;:~- ~ ,1 '. '"' ~" _~ .:-...;,- ~~' ,~. ,-",-,~.......:....;;._..,' .. ~'- , ':"::"'.' ~ -. ~-. " " -,'. .~''"' r . " ..r, ,,~'.'" Ij' ~-, ' .;l'. '~ (, .'0 r~ :>"'hf',"~^'~~ .' ~I,' ''',\~,,"l,,!, -, '\?:~"""':"1'-~"''''Jr';'''''''l''': ',',1"'-1;" ~" ..-..~,--,~".-.--;:,....---- . tJ f!OI!Io~' L.~t f ,. .... .....~ . I BREMERTON PERMIT CENTER l 286'4th street~ Bremerton, WA 98337 Phone: (360) 478-5:?75 FAX; (360) 478-5278 " ;,~ .'i,';"; ,.~" ' Buildin; Permit No: 02w.0461 Job Address: 6039 BLUE HERON PL Status: ISSUED L.ocation: DOCKSIDE LOT 115 Issued: 09/25/2002 Assr Acct No: 5092000-115-0000 Expi )"es: 03/24/2003 R EQ U IRE 0 IN 5 PE C T ION S Item: OY100 FOUNDATION-FOOTINGS Dept: BL.DG Division: Item: 01200 FOUNDATION-WALLS Dept: BLDG Division: Item: 01400 MECHANI~AL Oept: SLOG Division: Item: 01500 PLUMBING GROUNDWORK Dept: SLOG . Division: Item: 01600 PLUMBING ROUGH-U-.I Dept: SLOG Division: Item: 01700 FRAMING I'.' Dept: SLDG Division: ,t, Item: 01800 INSULATION Dept= 8LDG Division: I "tern : 01900 SHEETROCK NAIL1NG Dept.: SLDG Division: Item: 02250 DRIVEt..,JAY Dept: PU8WOE~KS D1 vision: It.em: 02300 SEWER LATERAL Dept: PU8WORKS Division: Item: 02200 PUBLIC RIGHT-OF-WAY Dept: PU8WORKS Division: Item: 02700 FINAL--8LDG Dept: SLDG Division: *****************************'**************************************************** TESTING: Must, be recognized by t.he Washington Association of Building Officials SPECINSP: Must be registered with theSt.ate of WA ST OF WA: Stat.e of WA Dept. of Labor and lndust.ries 478-4921 HEALTH: Bre~eTton/Kitsap Health District 478'-'5235 ALL INSPECTIONS PERFORMED BY THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE PERMIT CENTER, (360) 478~5275. ************************** ****************************************************** \ " Permit Holder's A .....-12 .- , /r- .2.>- pi :;l-~- Slgnature:_..__ _' . w__._____'----__.......;..._____ Date: ......._.___.______ I"f ,-~",--""W., :,,~_1~~,~.-, ".~-, .'. .I.' ,- ,,' ;fA' r, ','" .., ~ .~ . ',",,-,- i(' j,;',~"'<' 1:-------- ,- -.....- . -.--------.----.--, . . - :.:-~t "" ~. - I -----.-----..---~..-==-==--;~;~;;;~~-;;;;;;-~;:;;:--------------------.---=-= , PERM CONDITIONS I mi t No: 02-0461\:' Page: 1 I ~..=.....=....-=......~--===.--.------.--....----~--.---------.-----.-.------- . ~ . ---, -- ------ ~_. ------- --------- ----- - ------- , ' I ,-',,". Job f~ddr ess : " ",:, ~ I 6039 BLUE HERON PL Appl ied: 08/20/2002'\' I Assr Acct No: 5092000-115-0000 Approved: 09/25/2002, :jc\ Location: DOCKSIDE LOT 115 Issued: 09/25/2002 Applicant: JACOBSON BRIAN OIAl ner : JACOBSON BRIAN Contractor: SELF Description: NEW SINGLE FAMILY RESIDENCE,W/ATTACHED GAR & DECK Conditions: 1. ENGINEERING A) RIGHT-OF-WAY PERMIT REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMIT. R~O-W PERMIT 14301 ISSUED 8-20-02. VW B) SEWER AND WATER ASSESSMENTS SHALL BE PAID PRIOR TO OCCUPANCY APPROVAL 2. 8UILDING~-APPROVED WI REVISIONS DENOTED ON PLANS. 3. 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 WHETHE~ THERE ARE ASBESTOS-CONTAINING MATERIALS IN THE 'AORKAREAOR STRUCTURE. THE ASBESTOS SURVEY MUST BE CONDUCTEDBY AN EPA CERTIFIED (AHERA) BUILDING,INSPECTOR (EXCEPT RENOVATION OF OWNER~OCCUPIED SINGLE FAMILY RESIDENCES). FOR MbRE INFORMATION, PLEASE CONTACT CLEAN AIR AGENCY THROUGH THEIR WEB,SITE AT www.pscleanair.org OR BY PHONE AT 800-552-3565 OR 206-689-4058. THE L&I WEe SITE CAN BE FOUND AT www.lni.wa.gov/wisha/p-ts/asbestos/asbestos.htm. ~r;~;~u~~rl ~ Date1;J-s'y~ </ \ , "">f" 'i"..--",-.-c"'",-_-,,,, ":t--;cirlf,' - -..----~-~~------,------ --.--.,,---- <" ~"":,, 1< *lK:K,* Jl(n~;((:ll(:i!Or.:$; m)/()j( lIO~:Ii<)I(>>: * ** roil( llt;f\)fl)ll: lI( li(ll( )!OKlt * .tl!{ll: :4':l!t>>: >>: lklk.;U: *Jl<lt *lI: lK )j(;t(JI< l\()kill:t )/(If(lK RECEIPl .*IJI(..*.*.*..*...I..t**)j(*~...**..I..*......*...*)j(.~*.**..*..*~... Rr~CEIPT Numb~r: 02000856 Amount= r",t.- .' "i *5" 'A I' <')"'/ 1.332., ,5 09/".. 10.::: 14. <:./ Payment Method: CK Notation: EiJ BLOERS CK !nlt: VW ------_._----------~----~---~-----~--_._-------~._---~~---------~~-- Permit No: 02-04'1 Type ~ eLl)'e, eLOG PtRMIr W/M~tH/P Parcel No: 5092000-115-0000 Site Addre$$~ 6039 BlUt HERON PL LocaUon~ DOCKSIDE LOT US I Total feesl 2.086.'13 ! TII1$ Payment 1. ~ 2<82.75 Total ~ilL Pmt$l 2.086.93 8alance: .00 1ItlJ( ll;>>;ll(;<<ll( l\t:l!illl::l( l(l;*.:<<1I<* )!tJiOIi)l: *11:)1( lIOI\*:~/,)~*;<<::!:* lI<)/t)jf,llt>>::f;)l(>l'i ***'*** It)/i;JI(JI()j( ll( *:$:)I( l\( )I()I(;$:)I( It)UDI( I I AccountCodf'J Oe$cription Amount r 16-322.1001 (2211) BUILDING PERMIT FEES 1~083.3S 1 16-345.8300 (4580) 8UILOING PLAN CHECK FEES 50.00 16-322.1005 (2215) MECHAN!CAL PERMIT FEES 108.90 16*322.1003 (2213) PLUMBING PERMIT fEES 1.36 . 00 64:3-2::S7.13 ('023t\ ) Sn,T€: OF WA SURCHARGE 4.50 -_._------------~,---~------~------~,-----------~--~--------------- I I I I I I , ! I , i I 1 I I I .-. ~ j I ?, ! , , I 1 I I , I I I I ld: ~\ \' . i : I . I I i I i I I I .l..k ~ .~ ., ~ ..f;- ~ - - " . - , - .. -' , ~ " '"' .i r::-~C~"'P'l~~im ~ 6- , I . '-S i !:or' I ,:.. " ", (I ,-- I , : Building and Planning Department" Bremerton .. W A .. 98337 ~ ,If _ Robert Doobovsky .:. (360) 478-5286 .:. Fax (360) 478-5278 .~~ Ii ~. . . . " e-mail .:. Doobovskvliilci.bremerton.wa.us i'O. ~",,' TNt (In' 0' I'IUOI AN_ o""O'.!,,'IINWf . ,,\\:.~j 0 N l1 ~~ ~~ z~ BUILDING ~~APPROVED ~~\~ PLAN REVIEW C 'l. ~ Applicant: Brian Jacobson ;: ceD ') r 0('\02 ~ _ v' i t:.I t) Lu -l Job Address: 6039 Blue HeronPL \ - . Date: September 16 2002 Permit # 02-0461 I PLAN REVIEW APPROVED WITH THE FOLLOWING . Smoke Alarms will need to be interconnected 11 O-volt with battery backup. One in each bedroom, adjacent hall and on every floor. (UBC-310.9 . CFM fan rating 0 Bath and laundry room fans 50 CFM 0 Range hood 100 CFM 0 Hole house fans (2 bedroom 50-75)(3 bedroom 80 -120)(4 bedroom 100-150)(5 bedroom 150-180) . 1st floor foundation shall be 12" below undisturbed soil (UBC-1806) . 2nd floor foundation shall be 18" below undisturbed soil (UBC-1806) . The ground under the floor may be excavated to the top of the footing and no lower (UBC- 1806) . Insulation requirements (over 12% Glazing) 0 Walls R-21 2x6 construction 0 Ceiling R-38 0 Vaulted Ceiling R-30 2x12 construction 2" air space above insulation 0 Floor R-30 . All Building shall conform to the 1997 Uniform Building Code, 2000 Uniform Plumbing Code, 1997 Uniform Mechanical Code, 2001 Washington State Energy Code BUILDING PLAN REVIEW APPROVAL ONLY. OTHER CITY DEPARTMENTS ARE REVIEWING YOUR APPLICATION. YOU WILL BE NOTIFIED BY THIS DEPARTMENT WHEN TH PPROVAL OR DISAPPROVAL DECISION HAS BEEN MADE have read and understand the above comments. icant signature ---- - o ~- 0% I Prescriptive Approach - Simple Form ;ijf!J! ,"",' i r... ,'" For the Washington State Energy Code (2001 Edition) '" l' -. .,-t'., . ' Climate Zone 1 Site Information Building Department Use Only Lot:_~______ Permit#: ad =-D4CLL__ Address: t IJ 39 /34J~J.JIEI(',jQ/ f~_ Notes: City: fJ~~'V(hV State: ~. _ Zip: _fd2I tJ Contact: -L>fi.J.A.!J:5 IJ-CI8,1PIt/___ Phone: ?3/-~ Phone 2: Fax:_ :3?.J~t?nr _____ Table 6-1 PRESCRIPTIVE REQUIREMENTS 0,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) ;Glazing Glazing U-Factor Doo~ I Wall Wall Wall I I Slab4 Option Area10 U- Ceiling2 Vaulted Above Int4 Ext4 Floo~ On % of Floor Vertical Overhead 11 factor Ceilinl Grade Below Below Grade Grade Grade =- III Unlimited Group R-3 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-lO R-30 R-lO Occupancy Only See the code text for footnote references This project complies with ~he following: ,/ The project is a single family residence or duplex. ,/ The project is wood frame QB. all of the insulation is interior or exterior of the framing. ,/ All building components meet the requirements listed in Table 6-1, Option III. ,/ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: o 602.6 Exception 1. One door, that is 24 ft.2 or less, that does not meet the standards is allowed. Location of the door taking this exception __ F/<'IJ~{) IJI<. - - o 602.6 Exception 2. Doors with a U-factor of 0.40 allowed without calculations, Option III only. Location of the door(s) taking this exception ~ Copyright 2002. WSUCEEP02-056 AUG 2 0 2002 Copied by permission from the Washington State University Cooperative Extension Energy progra BREMERTON Prescriptive - Simple Form - Climate Zone 1 BUILDING DEPARTMENT 5/31/2002 \ \ \ \ IJbKMl'l' C..bNTER . () ~~O4-&( Residential Site Plan Review Questionnaire g~/1}ttJ S/k-PtJ.>ofV I Description of Proposal: I ##!w SrI<. J , Street A.ddress lor cross streets if IlO address Itas been assigned): I MJ1 f)4J$ 1/8<&IU f'L. Tu .-\CCOUIlt ~umb~r: ~tl1~ '-(171& -!IS- -(JrJIJO Critic:tl Area Questions: I [5 :here :my 5tJr..ding ur running water on the 5ur!J.ce or :he site J.C .-\.. ,,"""t. time during the :/ear? :l. [eYES, pie:J.Se describe conditions: I YES X~O 1 . : :. d:J.S.my :Jar-ion ,Jf:he 5ice been identiried JS :l '.vedand? v-,:;-- X ~O . ....,:, ~f ::es ,?iease ,iescribe: r I .3. :.5 :te 5ire ..:i1ar:.c:erized JS:. Forest Ceared X Developed . , ~ '. .. . rIat . Gentle Siope Steep Slope .... ~5 :::e 5iope ,J r :::e ;Jroperr:i: ... ..- -;...-.... f""\ ~...~.. "''''0 -" Q,r ", -~ 1,~') ~..~S X' ~o I .;) "h:: ;-,rv pc.... '''' crun _.J .e_. 'J t J. :)uore....e, , i I I 'J. '.V:~~ :::e :Jrc~ascd 5tmC::-ilre 'Je ..lesthe~ic:J.ll::Jr imc~lCnail:/ -iisrlpci';e :0 surrounding ;Jroper!ies :he -~;'-;";"cr;"c x:' 'r ';"e ':Jmrnuni~,1 fVtJ _.......-:.-.....1." ... ( ... -4 ..... '0,1 .' . ' is t't I)r more ~~~gn~JI~) Steep (15%..,..) D \ . AUG 20 2002 ::J 3 ft or less :""' BREMERTON ! BUILDING DEPARTMENT < ~:at (O~/" to 3"1,,} , tOO ft. ~:1~ lP9iic:J..nt ~ereby .:e::iries that :111 of the :lbave st:J.temenrs lr:C the infarm:ltion contained in my ocher ::-:l.'1s~ictais mac.~ he:-~with are true, :md the applic:J..I1t J.ck...'1o\vtedges chat any action tak~n by che City or 3...~;r:cr:or. based ir: '."'hole or in part on this application may be reversed if it develops that any such .':,J.te:ner:t or oche:- ir:.for.TIacion contained herein is false. ~-2$-O?- Date ,/ \A . .. . PARTIAL SHEAR WALL CALCULATION Project Name: BOL TON RESIDENCE Property Address: Lot 115 - Blue Heron Bremerton, Washington 0} ~ <<; ~ U IW ~ -j\ ,L AUG 2 0 2002 Q BREMERTON BUILDING DEPARTMENT JOB NO. 30BJ082002 Matthew Gunawan, MSCE, PE KITSAP CONSUL TING ENGINEER, Inc. 'V 7008 Osprey Circle Bremerton, WA 98312 Phone 360- 479 4423 Fax 360- 479 4424 E-mail: kce-wa(m~ A"f1Z\.e.t\ STRUCTURAL CALCULATIONS AND DRAWINGS SHALL BE USED FOR ONE CONSTRUCTION ON THE ADDRESS SHOWN. --------- --- . TABLE OF CONTENT PAGE Building material self weight 1 - 3 Lateral design (wind and seismic) 4-8 . Reference: Uniform Building Code 1997. Design Assumption: Roof dead Load = 17 PSF Roof Live Load = 20 PSF (minimum) Snow Load = 25.00 PSF Wall dead load = 12 PSF (exterior) Wall dead load = 9 PSF (interior) Floor dead load = 12 PSF Floor live load = 40 PSF Seismic = Zone 3, Site: SO, 1:1.0 Wind = 80 MPH, exposure: B, 1w:1.0 STRUCTURAL CALCULATIONS AND DRAWINGS SHALL BE USED FOR ONE CONSTRUCTION ON THE ADDRESS SHOWN. ----- -- 30BD082002 SELFWEIGHT.xls ROOF: DEAD + LIVE Matthew G 8/17/02 I~ . JOB LOCATION: SOL TON RESIDENCE - LOT 115 BLUE HERON. BREMERTON WA ROOF 1.0. : MAIN DWELLING ROOF - TRUSS SYSTEM . ~ 4.00 Roof Slope adjustment = 1.05 .17 2.00 Ceiling Slope Adjustment = 1.01 12.00 (harz distance) Default Selected Slope Adjusted NOTE: Material Weight Weight Adjustment Weight - (pst) , (uno) (pst) (Y or N) (pst) ROOFING metal 20 GA 1.80 wood shingle 2.00 asphalt shingle 3.00 3.00 Y 3.16 clay tile shingle 11.50 5 ply felt & gravel 6.50 C) FELT D/sq. O.~ 0.30 Y 0.32 Z SHEATHING 112" plywood or OSB 1.50 1.50 Y 1.58 - 1-11Z' decking 4.50 11. FRAMING 2x4 @24"OC 0.70 1.40 Y 1.48 0 0 2x6 @24"OC 1.10 0::: 2x8 @24"OC 1.50 2x10 @24"OC 1.00 2x12 @24"OC 2.20 INSULATION R 11 glass wool 0.70 (roll I batt) R 19 glass wool 1.10 R~ glass wool 1.80 R38 glass wool 2.20 6.~ FRAMING 2><4 @24"OC 0.70 1.05 Y 1.06 2x6 @24"OC 1.10 2x8 @24"OC 1.50 2><10 @24"OC 1.00 2x12 @24"OC 2.20 INSULATION R 11 glass wool 0.70 (roll I batt) R 19 glass wool 1.10 R~ glass wool 1.80 C) R38 glass wool 2.20 2.20 Y 2.23 Z CEILING acoustical fiber tile 1.00 :::i suspension - metal frmg 1.80 - suspension - wood frmg 2.50 W lIZ' GWB 2.20 2.20 Y 2.23 0 518" GWB 2.80 plaster (1") 8.00 SPRINKLER 1" 111 wet (PLF) 2.10 schdl 40 2" 111 wet (PLF) 5.20 3" 111 wet (PLF) 10.80 4" 111 wet (PLF) 16.40 6' 111 wet (PLF) 31.70 8" 111 wet (PLF) 50.80 MISCELLANEOUS basic -min. 1.50 2.00 Y 2.03 7.551 13.65 ROOF SNOW Basic (x 1.1& IF>300PERSON) 25.00 25.00 N 25.00 Drift (include Basic) 35.00 N W Sliding (include Basic+Drift) 40.00 N ~ ROOF MIN. LIVE 1997 UBC tab 16-C 20.00 N ..J 25.00. 24.66 CEILING I 10.001 I N I CEILING OVER STAGE I 20.001 I N I I D(ri) 6.54 (pst) O(cl) 7.55 (pst) D(rf) + O(cl) + L(rf) 39.09 (pst) min D(rf) + D(cl) 14.09 (pst) D(rf) + O(cl) + L(rf&cl) 39.09 (pSt) max KITSAP CONSULTING ENGINEER 300-479-4423 1 OF 1 L 30BD082002 SELFWEIGHT.xls FLOOR: DEAD + LIVE Matthew G 8/17/02 <~ . JOB LOCATION: BOLTON RESIDENCE;;. LOT 115 BLUE HERON, BREMERTON WA FLOOR LOCATION: FLOOR - MAIN Default Selected NOTE: Material Weight Weight (pst) . (uno) (pst) - linoleum I vinyl COVERING 1.00 carpet & pad 1.5) 3.00 TILE IN SA TH wood -1" nom. 4.00 tile I ceramic - 314" 10.00 UNDERLAYMENT OSB - 112" 1.5) gyp-crete - 314" 6.5) concrete (LW) - 1 112" 11.00 SHEA THING 314" T&G 2.30 2.30 1-1/8" T&G 3.70 1-1/Z' decking 4.5) 0 FRAMING 2x4@16"OC 1.10 <C 2x6 @16"OC or 9.5' T JII PRO 15) 1.70 1.70 0 2x8 @16"OC or 14" T JII PRO 250 2.20 ..J 2x10@16"OCor 16" TJII PRO 350 2.80 0 2x12@16"OCor 3.30 <C 16" TJII PRO 550 (pit) - or 3.98 psf @ 16"oc 5.30 W INSULATION R11 0.70 0 (roll I batt) R19 1.10 1.10 0:: R30 1.80 0 CEILING acoustical fiber tile 1.00 0 suspension - metal frmg 1.80 ..J suspension - wood frmg 2.5) LL 1/Z' GWB 2.20 2.20 USE 1/2@ MAIN 5/8" GWB 2.80 plaster (1") 8.00 SPRINKLER 1" III wet (PLF) 2.10 Z' III wet (PLF) 5.20 3" III wet (PLF) 10.80 4" III wet (PLF) 16.40 6" III wet (PLF) 31.70 10' III wet (PLF) 74.00 PARTITION access floor system 10.00 office or partition subjected to change 20.00 - MISCELLANEOUS basic -min. 1.5) 1.50 Iive- over stage 20.00 LIVE LOAD Snow (verify): basic + drift + sliding 45.00 Assemblylauditoriumlbalcony - fix seat 5).00 Assembly/auditoriumlbalcony - moveable 100.00 Stage area and enclosed platform 125.00 Garage - general storage and/or repair (40% gross: 100.00 Garage - private I pleasure (2CXX)#) 5).00 W Exit facility (?J:X)# Stair Tread) 100.00 ~ Library - reading room (HXD#) 00.00 ..J Library - stack room (1500#) 125.00 Office (2CXX)#) 5).00 Residential - basic Ideck Istorage (?J:X)# - Str) 40.00 40.00 Residential - exterior balcony 00.00 School- classroom (1CXD#) 40.00 Storage - light 125.00 Store-retail (3CXXJ#) 100.00 D(f1r) 11.80 (pst) D(f1r) + Live 51.80 ( pst) KITSAP CONSULTING ENGINEER 360-4~23 1 OF 1 . 3/s 30B0082002 SELFWEIGHT.xls Matthew G 8/17/02 WALL DEAD LOAD JOB LOCATION: BOLTON RESIDENCE - LOT 115 BLUE HERON, BREMERTON WA WALL HEIGHT: 8 (ft) STUD SPACING: 16 (in) Default Adjusted Selected NOTE: Material Weight Weight Weight (PLF) , (uno) (PSF) (PSF) FRAMING top plate - dbl 2 x 41 ft 2.80 0.35 DOUGLAS- top plate - dbl 2 x 61 ft 4.40 0.55 0.55 FIR top plate - dbl 2 x 8 I ft 5.80 0.73 stud-2x4/ft 1.40 1.05 stud-2x6/ft 2.20 1.65 1.65 stud-2x8/ft 2.00 2.18 bot (sole) plate - 2 x 41 ft 1.40 0.18 bot (sole) plate - 2 x 61 ft 2.20 0.28 0.28 bot (sole) plate - 2 x 81 ft 2.00 0.36 bot (sole) plate - 4 x 61 ft 5.20 0.65 bot (sole) plate - 4 x 81 ft 6.80 0.85 ICF 4'[4] cone wall 50.00 6' [6 1/4] cone wall 78.13 ~ 8" [7 7/8] cone wall 98.44 ~ ~ 10" [97/8] cone wall 123.44 INSULATION R11 glass wool 0.70 (roll I batt) R19 glass wool 1.10 1.10 rigid insulation 5.5" thick (ICF) 1.65 SHEA THING exterior - 112" ply 1.70 1.70 exterior - 5J8" ply 2.00 exterior - 5J8" GWB (fire) 2.80 interior - 112" GWB 2.20 2.20 interior - 5J8" GWB 2.80 FINISHING finish ext - wood siding 2.50 2.50 finish ext - gypsum plaster (1") 8.00 finish ext - solid plaster (1 ") 10.00 finish ext - clay brick (4") 35.00 MISCELLANEOUS basic -min. 1.00 others 2.00 2.00 Weight per square foot of wall 11.98 (pst) Weight per linear foot of wall 95.8 (pit) KITSAP CONSULTING ENGINEER 360-479-4423 10F1 3080082002 Shear Wall 1997.xls SHEAR WALL CALCULATION Matthew G 8/17/02 4- / . /8 BUILDING IDENTIFICATION KAREN BOLTON -LOT115 BLUE HERON, BREMERTON, WA Note: For the purpose of this calculation - the NORTH direction will be assume in the direction from the BOTTOM to the TOP of the DRAWING PAGE. Loading - per UBe 1997 SEISMIC FORCE WIND FORCE PROJECTED AREA METHOD MARK EIG <-- Base on lump sum weight (11 ) WIND SPEED = 80 [mph] Roof-2nd FL 8.00 <- Base on diaph height EXPOSURE = B 2nd -1st FIoo 9.00 <-- Base on diaph height IMPORTANT FACTOR = 1 !:!5!Q!:! Ce 30-40 . 0.84 sum(weight) 64.9 25-30 0.76 70.9 20-25 0.72 15-20 0.67 Z = 0.30 0-15 0.62 I = 1.00 N-S DIRECTION SO L PROFILE = SO WIDTHI-IEIGH1PRESS FORCE X F X sum F ;um F) X avg R = 5.50 (FT) (FT) (PSF) (KIPS) (FT) (K-F) Ca = 0.36 ROOF TOP CV = 0.54 EXP AREA 1 36.0.........JLQ 14.82 Na= 1.00 EXPAREA2__ NY= 1.00 EXPAREA3__ Ct = 0.020 Ct = (.035)-steel, (.03)-concrete MRF & (.02) other 2nd LEVEL WALL hn roo = 17.00 uppermost level (11) EXP AREA 1 EXP AREA 2 Bldg Period(T)= 0.17 see T = Ct*(hn)^(3/4) FI (top) = 0.000 kips MIN(IF(T>0.7,0.07*T*V,0),O.25"V) ROOF 1st IBASE SHEAR I EXP AREA 1 Vmln = 0.040 xW 0.11 xCaxl xW EXP AREA 2 Vmax = 0.164 x W 2.5 x Ca x I x W / R V (zone 3) = 0.586 x W CV x I x W / (R x T) 1st LEVEL WALL Eh = V ; Ev = 0 ; E = Eh*rho + Ev EXP AREA 1 34.0 9.0 5.08 1.56 17.00 26.4 EXP AREA 2 -- - 0.00 0.0 Irho I Area ofGr flr = 784 SF EXPAREA3 ====== 0.00 0.0 1.561 26.4/17.001 Wall Shear (N-S)= 4.24 kips Wall L (N-S) = 13.00 LF Wall Shear (E-W)= 1.57 kips Wall L (E-W) = 4.00 LF E-W DIRECTION story shear = 10.6 kips WIDTHI-IEIGH1PRESS FORCE Y F Y sum F ;um F) Yavg r_max (N-S)= 0.307 1.0 < rho = -0.32 <1.5 (FT) (FT) (PSF) (KIPS) (FT) (K-F) r_max(E-W)= 0.370 1.0< rho= 0.07 <1.5 ROOF2~ rho = 1 EXPAREA1 ~~ 15.78~ 20.00 EXP AREA 2 ~~ 15.35 0.69 11.00 E = (Vmin < V < Vmax)*rho = 10.6 kips AT WALL EXP AREA 3 ~ ~ 14.28 ~ 9.50 11.6 kips ATGROUNO MARK VEIGff lEIG W*H .~!".':m!:~! E per Mo per _ SUM(W"H Level Level Roof (Top) 34.21 273.7 5.3 5.31 42.31 Floor(n-O) 130.681 9.00 1 276.21 5.3 ROOF 1st 10.61 137.91 EXP AREA 1 Floor(n-l) I 0.00 I 0.00 I 0.01 0.0 EXP AREA 2 I I Floor(n-2) I 0.00 I 0.00 I 0.01 0.0 1st LEVEL WALL 1 I EXPAREA1. 13.5 -. 9.0 8.13 0.99 ~ EXP AREA 2 0.00 --l-Jl.:Q. EXP AREA '3 == =-= == 0.00 I -0:0 ---o.99I'17."8T18.OOl N-S N-S E-W Xcf-s N-S Xcf-w E-W Ycf-w ~ ~ ~ ~ Roof 18.49 5.29 Roof 17.73 Roof 10.68 Floor 18.18 10.&2 Floor 17.53 Floor 11.59 KITSAP CONSULTING ENGINEER 360-479-4423 Input; 1/4 3080082002 Shear Wall 1997.xls SHEAR WALL CALCULATION Matthew G 8/17/02 t; / . /~ CENTER OF MASS WALL TYPE: I E INTERIOR WALL 0.009 ksf SHEAR WALL TYPE: G = GWB - UNBLOCKED (5d Cooler or Walboard @7"O.C.) II = INT. INSULT; PAR- 0.012 ksf GB = GWB WITH BLOCKING (5d Cooler or Wallboard @ 4" O.C.) E=EXTWALL 0.012 ksf PEPLYWOODOROSB-BLOCKED OE = OPENING EXT. 0.012 ksf SIN = SHEAR WALL 0.000 ksf # LAYER: NUMBER OF LAYER OF PLYWOOD OR GWB ON THE WALL X = Measured Distance (PARALLEL to E-W DIRECTION) from REF. POINT to C.G. of member Y = Measured Distance (PARALLEL to N-S DIRECTION) from REF. POINT 10 e.G. of member 2nd LEVEL ROOF IWIDTHiDEPTH ~ ~ JNIT 1 W W X W Y_ __ ~ , 10 ~1~~-1!!L~~~~~_~ - Note: 1 ROOF-1 ==3600 36.00 18.00 11001 0017 22.0 396.6 242.4 ==== Capacity of SW1 240 PLF ~ ROOF-2 _ 15.00 3.00 28.00 -850 0.017 ~~~__ Capacity of SW2 360 PLF =E -----~~~.~-~ CapacityofSW3 450 PLF 4 0.0 0.0 0.0 Capacity of SW4 600 PLF 1.33 5 -----t----I~____O:O____O:O____O:O-~ Capacitvof SW5 no PLF 1.71 22.8 2nd LEVEL WALL _ WALL ENGTI-lEIGH (REO 1 ALLOW) END TYPE ft ft SEISMIC WIND RXN 2nd LV Wallin N-S direction _ % % (KIPS) 1 1 I 41.30 1.00 9.000.0090 3.0 3.0 26.8 0.00 0.00 0.00 0.00 0.00 22 I 20.00 8.00 16.50 ~ 0.0090 -U 23.8 10.1 I~ 0.00 0.00 0.00 0.00 0.00 3 3 ~ 33.00 8.00 23.00 4.50 0.0090 2.4 54.6 10.7 == == 0.00 0.00 0.00 0.00 0.00 ~ 4 E 36.00 8.00 34.00 9.000.0120 3.5 117.5 31.1 __ 0.00 0.00 0.00 0.00 0.00 5 _ 0.0000 0.0 0.0 0.0 _ _ 0.00 0.00 0.00 0.00 0.00 6 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 7 1 SW 12.00 8.001 0.00 4.500.0000 0.0 0.0 0.0 -p~ 45.30 80.85 2.17 OK SlN2 8 4 SW 12.00 ~ 34.00 4.500.0000 0.0 0.0 0.0 P 1 50.30 85.12 2.29 OK SlN2 ~ ~ _ _ 0.0000 0.0 0.0 0.0 _ 0.00 0.00 0.00 0.00 0.00 10 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 11 -1- - - 0.0000 0.0 0.0 0.0 ,== 0.00 0.00 0.00 0.00 0.00 12 I _0.0000~~~_~ 0.00 0.00 0.00 0.00 0.00 13 I _ 0.0000 ~~ ~ _~ 0.00 0.00 0.00 0.00 0.00 ~ ~ 0.0000 ~~ ~ __ 0.00 0.00 0.00 0.00 0.00 -t}j 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 16 _ o.ooool o.of O.OI-O:OI=i== 0.00 0.00 0.00 0.00 0.00 17 _ 0.0000 I 0.11.1. O.I1.1~ 0.00 0.00 0.00 0.00 0.00 18 _1__ 0.0000~~~_~ 0.00 0.00 0.00 0.00 0.00 19 ___ O.OOOO~~~_~ 0.00 0.00 0.00 0.00 0.00 20 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 21 I == == == 0.0000 -0:0 -0:0 -0:0 - - 0.00 0.00 0.00 0.00 0.00 22 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 23 --- 0.00001 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 24 - -,- 0.0000' 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 251 _ == I 0.0000\ 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 W - 2nd (N-S) = 10.25 [kips) I I I '----=-'l WALL .ENGn!:!EI~ Y X JNIT VIi W W X I W V SIN ~ (REO 1 ALLOW) END TYPE ~ -1!!L (ft) (ft) ~I~ ~ (k-ft) TYPE LAVER SEISMIC WIND RXN 2 nd Wallin E-W direct/on _ _ % % (KIPS) 1 -A E 12.00 8.00 -8.50 28.000.0120 1.2 32.3 -9.8 ___ 0.00 0.00 0.00 0.00 0.00 2 A E 34.00 8.00 2.00 17.000.0120 3.3 55.5 6.5 0.00 0.00 0.00 0.00 0.00 3 B I 68.00 8.00 11.00 17.000.00901 4.91 83.2 53.9 0.00 0.00 0.00 0.00 0.00 4 C E 34.00 8.00 27.50 17.00 0.0120 3.3 55.5 89.8 0.00 0.00 0.00 0.00 0.00 5 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 6 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 7 A SW 2.75 8.00 0.00 1.300.0000 0.0 0.0 0.0 P 1 65.11 97.64 1.94 OK SW1 8 A SW 3.75 8.00 0.00 9.500.0000 0.0 0.0 0.0 p. 1 48.75 73.11 2.06 OK SW2 9 A SW 4.00 8.00 0.00 20.00 0.0000 0.0 0.0 0.0 P 1 49.53 74.28 2.08 OK SW2 10 A SW I 1.80 5.00 0.00 33.000.0000 0.0 0.0 0.0 P 1 63.80 95.67 2.92 OK SlN2 11 C SW I 2.75 8.00 27.50 1.300.0000 0.0 0.0 0.0 P 1 56.77 86.55 1.72 OK SWl 12 C SW I 3.75, 8.00 27.50 9.500.0000 0.0 0.0 0.0 P 1 61.99 94.51 1.83 OK SlN1 13 C SW 4.00 8.00 27.50 20.000.0000 0.0 0.0 0.0 P 1 62.98 96.02 1.85 OK SWl 14 C ~ _..!J1Q 5.00 27.50 33.000.0000 0.0 0.0 0.0 P 1 55.63 84.81 2.59 OK SW2 15 __ 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 16 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 17 I -1-1 _ 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 ~ ~ I __ 0.00001_ 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 ....!!L _I __!J.OOOO ~ 0.0 0.0 0.00 0.00 0.00 0.00 0.00 20 ~ 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 :;, ~~=-::,.oooo '.'1 "~_____ '.00 '.00 '.00 '.00 '00 it== .i-.- '.001: ,., --"" ~-'" ~-- - '.00 '.00 '.00 '.00 '.00 23 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 "24 - --- -- -1-- --- 0:0000 0.0 -0:0 -0:0 --- 0.00 0.00 0.00 0.00 0.00 25 I 1 ---1--- 0.0000 I 0.0 ------0.0 ------0.0 0.00 0.00 0.00 0.00 0.00 22.8 W - 2nd, (E-W) = 12.58 [kips) KITSAP CONSULTING ENGINEER 360-479-4423 Input; 2/4 3080082002 Shear Wall 1997.xls SHEAR WALL CALCULATION Matthew G 8/17102 r; / . Ib 1st LEVEL ROOF & WIDTH'DEPT X Y JNIT V' W W X W Y (or) 2nd FLOOR ~ (II) (II) (II) (ksf) (kips) (k-II) (k-II) I _ I 1 FLOOR.1 34.00 27.00 17.00 13.50 0012111.0 -187.3 148.71 _ Note: 2 DECK 34.00 6.50 17.00 30.50 0.0101~ 37.6 ~7.4 _ CapacityofSW1 240 PLF 3 0.0 0.0 0.0 Capacity of SW2 350 PLF 4 - -0.0 -0.0 0.0 - Capacity of SW3 450 PLF 5 - -0.0 -0.0 0.0 Capacity of SW4 600 PLF 1.33 6 - -----0:0 -----0:0 0.0 I Capacity of SW5 no PLF 1.71 13.2 1st LEVEL WALL I I I ~ WALL ~ENGTI/-fEIGHl X ~ JNIT V' W W X W Y ~ # OF (REO I ALLOW) END TYPE I (II) I (II) -.1!!L -.1!!L ~ ~.J.It!!L.J.It!!L TYPE LAYER SEISMIC WIND RXN 1st LV Wall in N-S direction % % (KIPS) 1 1 E 14.00 8.00 0.00 26.500.0120 1.3 0.0 35.6::=::= 0.00 0.00 0.00 0.00 0.00 2 2 I 20.00 8.00 16.50 ---Z:QQ. 0.0090 ~ 23.8 ~ _ _ 0.00 0.00 0.00 0.00 0.00 3 4 E 27.00 8.00 34.00 13.50 0.0120~~ 35.0__ 0.00 0.00 0.00 0.00 0.00 4 __O.OOOO~~~__ 0.00 0.00 0.00 0.00 0.00 5 __O.OOOO~~~__ 0.00 0.00 0.00 0.00 0.00 6 1 SW 13.00 8.00 0.00 27.000.0000 0.0 0.0 0.0 P 1 63.39 81.10 5.16 OK SW3 7 4 SW 13.00 8.00 34.00 27.00 0.0000 0.0 0.0 0.0 ---p 1 68.93 84.22 5.36 OK SW3 8 _ _ 0.0000 ~ ~ ~ =$= 0.00 0.00 0.00 0.00 0.00 9 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 10 _O.OOOO~~~ 0.00 0.00 0.00 0.00 0.00 11 _ 0.0000 ~ ~ ~ _ _ 0.00 0.00 0.00 0.00 0.00 12 _ 0.0000 ~ ~ ~ _ _ 0.00 0.00 0.00 0.00 0.00 13 _ 0.0000 ~ ~ ~ _ _ 0.00 0.00 0.00 0.00 0.00 14 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 15 ::= 0.0000 0.0 0.0 0.0::=::= 0.00 0.00 0.00 0.00 0.00 16 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 17 - 0.0000 -0:0 -0.0 -0:0 - - 0.00 0.00 0.00 0.00 0.00 18 ::=::= 0.0000 0.0 0:0 0.0 ::=1::= 0.00 0.00 0.00 0.00 0.00 19 _ _ 0.0000 ~~ ~ _ _ 0.00 0.00 0.00 0.00 0.00 20 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 ~ -::=~o.oo.oo.o::=::= ~~~~~ 22 _ 0.0000 ~ ~ ~ _ _ 0.00 0.00 0.00 0.00 0.00 23 _ 0.0000 ~ ~ ~ _ _ 0.00 0.00 0.00 0.00 0.00 24 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 ~ ::=~o.oo.oo.o-~ ~~~~~ ~1 (N-S) = 5.38 [kips] I I I I I WALL ~ENGTIHEIGH" Y X JNIT V' W W X W Y SW # OF (REO I ALLOW) END I TYPE j (II) 1 (II) (II) -.1!!L ~ (kiDS) (k-ll).J.It!!L TYPE LAYER SEISMIC WIND RXN 1 st LV Wall in E-W direction ~ % % (KIPS) 1 A I 34.001 8.00 0.00 17.000.0090 2.4 41.6 0.0 i 0.00 0.00 0.00 0.00 0.00 2 B I 14.001 8.00 12.00 12.500.0090 1.0 12.6 12.1 0.00 0.00 0.00 0.00 0.00 3 C E 34.001 8.00 27.00 17.000.0120 3.3 55.5 88.1 0.00 0.00 0.00 0.00 0.00 4 I - - 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 5 1 - - - 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 ~A SW 2.75 8.00 0.00 1.300.0000~ 0.0 0.0 P 1 75.83 89.73 4.80 OK SW2J fin, (~~ ~A SW 3.75 8.00 O.OO~O.OOOO~ 0.0 O.O~~ 82.80 97.98 5.11 OK SW2 - 'f' -.!!.- A SW 4.00 8.00 0.00 20.00 0.0000 ~ ~ ~ ~ -L 84.13 99.55 5.17 OK SW2 9 A SW 1.80 4.00 0.00 33.00 0.0000 ~~~~-L 106.38125.88 9.15 VERIF't' SW3 10 C SIN 2.75 8.00 27.50 1.30 0.0000 ~~~~-L 71.50 83.61 4.48 OK SW2 . ,.~... 11 C SW 3.75 8.00 27.50 9.50 0.0000 0.0 0.0 0.0 ~ -L 78.07 91.29 4.76 OK SW2 ~,' 12 C SW 4.00 8.00 27.50 20.00 0.0000 0.0 0.0 0.0 ~-L 79.32 92.76 4.82 OK SW2" 13 C SW 1.80 4.00 27.50 33.00 0.0000 0.0 0.0 0.0 P 1 100.30 117.29 8.52 VERIF't' SW3 14 _ 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 15 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 ~. 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 17 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 18 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 19 _ 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 20 _ 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 21 _ 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 22 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 23 - 0.0000 0.0 0.01 0.0 0.00 0.00 0.00 0.00 0.00 24 I - 0.0000 0.0 0.0 I 0.0 0.00 0.00 0.00 0.00 0.00 25 I 0.0000 0.0 0.0/ 0.0 I 0.00 0.00 0.00 0.00 0.00 12.1 W - 1 st, (E-W) = 6.72 [kips] .W W X W Y Xcf-s Ycf-s (kips) (k-ll) (k-ll) (ll) (II) SUM of 2nd --> 42.9 794 427 18.6 """""9.9" SUM TOTAL--> 68.3 1241 824 18.2 "l2.1 KITSAP CONSULTING ENGINEER 360-479-4423 Input; 3/4 3080082002 Shear Wall 1997.xls SHEAR WALL CALCULATION Matthew G 8/17/02 71 . /~ 1st LEVEL ROOF & NI~ WX WY or 2nd FLOOR ks ki s .~::!IL k-n I 1 FLOOR.1 17.00 0012111:0 .....!.flZ~ -1481. - Note: 2 DECK 17.00 OO.!QL........2-'-?__~!-'-li~ ___ CapacityofSWl 240 PLF 3 _I 0.01 O.O~Q__ CapacityofSW2 350 PLF 4 ~ 0.0 Capacity of SW3 450 PLF 5 - 0.0 0.0 ----0.0 - --- Capacity of SW4 600 PLF 1.33 6 -- 0.0 0.0 -0.0-- CapacityofSW5 no PLF 1.71 13.2 1st LEVEL WALL I 1 I I I I I __ WALL .ENGTIHEIGH X Y J:!!,UT ~ W W x I W Y SW # OF I (REO I ALLOW) END _ TYPE (ll) 1 (ll) Ill) ---.l!!L~~i k-n Ik-ll) TYPE LAYER SEISMIC WIND RXN 1st LV Wall in N-S direction % % (KIPS) 1 1 I E 14.001 8.00 0.00 26.50 0.0120.........!d~ 35.6 0.00 0.00 0.00 0.00 0.00 2 2 I 20.00 8.00 16.50 7.000.0090 1.4 23.8 10.1 0.00 0.00 0.00 0.00 0.00 -}i4 E 27.00 8.00 34.00 13.500.0120 2.6 88.1 35.0 0.00 0.00 0.00 0.00 0.00 4 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 5 1 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 6 11 SW 13.00 8.00 0.00 27.000.0000 0.0 0.0 0.0 P 1 66.21 81.40 5.16 OK SW3 7 4 SW 13.00 8.00 34.00 27.000.0000 0.0 0.0 0.0 P 1 72.53 84.78 5.37 OK SW3 ..JI... 0.0000 ~ 0.0 0.0 0.00 0.00 0.00 0.00 0.00 9 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 10 0.00001 0.0 0.0 0.0 I 0.00 0.00 0.00 0.00 0.00 11 0.00001 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 12 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 13 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 14 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 15 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 16 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 17 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 18 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 19 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 20 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 21 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 22 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 23 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 24 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 25 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 _ W -1st (NoS) = 5.38 [kips] I I I I = I WAlL ~ENGTIj-lEIGH Y I X _~NIT V W W X W Y SW # OF I (REO I ALLOW) END I TYPE I (ft\ (ft) (ll) ---.l!!L ~ (kips) (k-ll) (k-ft) TYPE LAYER SEISMIC WIND RXN 1 st LV Wall in E-W direction I % % (KIPS) 1 A I 34.00 8.00 0.00 17.000.0090 2.4 41.6 0.0 I 0.00 0.00 0.00 0.00 0.00 2 B I 14.00 8.00 12.00 12.500.0090 1.0 12.6 12.1 0.00 0.00 0.00 0.00 0.00 3 C E 34.00 8.00 27.001 17.000.0120 3.3 55.5 88.1 0.00 0.00 0.00 0.00 0.00 4 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 5 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 6 A SW 2.75 8.00 0.00 1.300.0000 0.0 0.0 0.0 P 1 78.62 88.91 6.15 OK SW3 7 A SW 3.75 8.00 0.00 9.500.0000 0.0 0.0 0.0 P 1 85.85 97.08 6.55 OK SW3 ..JI... A SW 4.00 8.00 0.00 20.00 0.0000 0.0 0.0 0.0 P 1 I 87.23 98.64 6.62 OK SW3 9 A SW 1.80 4.00 0.00 33.00 0.0000 0.0 0.0 0.0 P 0 0.00 0.00 0.00 0.00 0.00 10 C SW 2.75 8.00 27.50 1.300.0000 0.0 0.0 0.0 P 1 74.70 83.74 5.80 OK SW3 11 C SW 3.75 8.00 27.50 9.500.0000 0.0 0.0 0.0 P 1 81.56 91.44 6.16 OK SW3 12 C SW 4.00 8.00 27.50 20.00 0.0000 0.0 0.0 0.0 P 1 -I 82.87 92.91 6.24 OK SW3 13 C SW 1.80 4.00 27.50 33.000.0000 0.0 0.0 0.0 pol 0.00 0.00 0.00 0.00 0.00 14 _ 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 15 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 16 =F - == 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 17 _ _ 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 18 =$= 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 19 I - 0.0000 0.0 0.0 0.0 I 0.00 0.00 0.00 0.00 0.00 20 1 - 0.00001 0.0 0.0 0.0 I 0.00 0.00 0.00 0.00 0.00 21 I ,__ 0.0000 0.0 0.01 0.0 _1_ 0.00 0.00 0.00 0.00 0.00 22 I 0.0000 0.0 0.0 ------.!lJ! _ _ 0.00 0.00 0.00 0.00 0.00 23 ~ 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 _2..!. ____ r_______O.OOOO~~~+-== 0.00 0.00 0.00 0.00 0.00 25 0.0000 0.0 0.0 0.0 I 0.00 0.00 0.00 0.00 0.00 12.1 W - 1 st, (E-W) = 6.72 [kips] W W X W Y Xcf-s Ycf-s (kips) (k-n) (k-ft) (fl) (ft) SUM of 2nd --> 45.6 843 455 18.5 10.0 SUM TOTAL-> 70.9 1290 852 """1'8.212.0 KITSAP CONSULTING ENGINEER 360-479-4423 Input; 3/4 3080082002 Shear Wall 1997.xls SHEAR WALL CALCULATION Matthew G 8/17/02 B4 . . SECTION 1632 LATERAL FORCE ON ELEMENTS OF STRUCTURE - wall, penthouse, connection for prefabricated structural elements. LATERAL FORCE ON NON STRUCTURAL COMPONENTS- ornamentation & appendages, chimneys, billboard & lightlflag pole, storage rack >6', cabinets/book stacks>6', concretelm LATERAL FORCE ON EQUIPMENT SUPPORTED BY STRUCTURES - tanklvessels wi content, electrical & mechanical & plumbing equipment & associates conduR & ductwork & pip' SECTION 1632.2 DESIGN FOR TOTAL LATERAL FORCE 32-1) Fp = 4.0 *Ca * Ip *Wp Rho = 1.0 reliability I redundancy factor 32-2) Fp" (ap I Rp)*Ca * Ip *( 1 + 3 hxlhr) *Wp Rho = 1.0 reliability I redundancy factor ap I Rp = 0.33 Ca= 0.36 Rp= 1.50 shallow expansion anchor boll, Ip= 1.00 1.5 for essential and hazardous facilRies 1.50 shallow chemical anchor, hx = 1 7.00 (It) - elevation of attachmenl above the ground 1.50 shallow cast in place anchor, hr = 1 7.00 (It) - elevalion of roof above the ground SHALLOW = embed LIDia < 8 Wp = 12.00 (psI) Rp= 1.00 anchorage constructed by use of adhesive 1.00 anchorage constructed of non ductile material . - cone & msnwl ~ Rp 1.00 1.50 2.00 2.50 3.00 3.50 4.01 ap All wall wI flex or rigid diap (1. 1 &2A,2B); rC & Ml wl (1. 3&4) wI rigid diap ...1:22.. 1.00 0.67 0.50 0.40 ~ 0.29 0.25 Concrete (C) & mason (M) wall (1.3&4) wI FLEXIBLE diap ~ 1.50 1.00 0.75 0.60 ~ 0.43 0.38 I 2.00 2.00 1.33 1.00 0.80 0.67 0.57 0.50 ~ 2.50 1.67 1.25 1.00 ..ML 0.71 0.63 SECTION 1633.2.4.2 - EXTERIOR ELEMENTS exterior nonbearing, non-shearwall panels or elements that are attached to or enclose the exterior Rem #4: body of connection = Rp= 3.0 & Ap = 1.0 Rem #5: fastener: boll welds, dowels, insert = Rp= 1.0 & Ap" 1.0 Rem #6: fasteners embedded in concrete shall be attached to, or hooked around, reinforcing steel or otherwise tenninated to effectively transfer forces to the reinforcing steel. Z3 & Z 4 - Exterior wall at ground floor or above ground floor & parapet braced above their center of gravity 32-1) Fp= 1.44 * Wp = 17.28 (psI) 32-2) Fp= 0.48 * Wp = 5.70 (psI) MIN = 5 PSF see 1611.5 interior wall load Top attachment: Fp * Hw I 2 = 48.47 (lbIfl) (Z 1,2A, 2B, 3) - [C & M] wl & RIGID OR FLEXIBLE DIAPHRAGM ==> Min 280 pit (1. 4) - [C & M] wl & RIGID DIAPHRAGM ==> Min 280 pit (1. 4) - rC & Ml wl & FLEXIBLE DIAPHRAGM ==> Min 420 pit - 1605.2.3; if spacing of anchor at [C & MJ wl >4' check wall bending 1611.4; anchor capacity shall be > load combination (1612.2, 1612.3) or Emin 280 pit (Z3,2A,2B,1) 1633.2.8.1; Zone 3 & 4 = ap=1.5, Rp=3.0, Emin(Z4)=420 pit SECTION 1633.2.5. TIES AND CONTINUITY TIES BETWEEN BUILDING = 05 Ca I Wd of smaller building ===> 0.18 x Wd of smaller building POSITIVE CONNECTION AT EA. BM, GIRDER, TRUSS = 05 Ca I (Wd+WI) ===> 0.18 x (Wd+WI) SECTION 1833.2.9. DIAPHRAGM I DRAG STRUT (WHEN FLEX DIAPH. SUPPORTING CONC OR MASONRY WALL, R<=4 FOR DIAPHRAGM FORCE ONLY; R FOR S.W. REMAIN THE SAME) DIAPHRAGM LOAD (when dia hra m SU orting shear wall, add s.w. force to diaph. manually) - p = N.A. Sum 0 Sum Oi Sum 01 MARK EIGH Wi Fi Fi/Wi min max Fpxl N&S E&W N&S E&W N&S E&W per IevE ea Lvi ea Lvi ea Lvi .5 Ca I 1. Ca I Wpx Wpx Wpx Fpx Fpx Fpxl1.4 Fpxl1.4 ~ ~~___ ~~ (kips) ~ (kips) (kips) Roof (Top) 31.53 31.53 4.86 0.15 0.18 0.36 o:rlI 26.40 25.24 4.75 4.54 3.39 3.24 Floor(n-O) 30.68 Floor(n-1 ) ""'ii.1iO I I I I I I I I I I I I Floor(n-2) ""'ii.1iO I I I I I I I I I I I I Floor(n-31 62.21 DRAG STRUT: increase load by Omega-o and use Load Comb 12-17 & 12-18, For ASD (steel) increase all stress by 1.7 (wood) by 1.7x1.33 Em (=E*Omega-o) need not exceed the maximum force that can be transferred to the collector by [1 J diaphragm + [2J other elements of the lateral force resisting system WOOD EXCEPTION <Omega-o = 1> - [1J light frame (wood frm wi Wd s.w or light gauge frm wi Wd s.w.); [2J entire bldg supported by wood sw as stated on (1J KITSAP CONSULTING ENGINEER 360-479-4423 Input; 4/4 ---- o~-o~ .... ! >> BREMER ON CITY. .. RER CITY OF BREMERTON. WASHINGTON P A I D DEPARTMENT OF PUBLIC WORKS AUG 2 0 2002 PER M I T I THAN~K YO'U ,4c..~rlf= Tue Aug 20. 2002 Permit # 4301 Permit Fee: $75.00 r.-7JI-O APPLICANT: BJ BUILDERS * Certificate Of Insurance Is On File Owner: BJ BUILDERS Address: PO BOX 2274 Ph: 731-0932 PItt',/(. &!g'3/C) Work Addresses: 6039 BLUE HERON PL TYPE B PERMIT r DRIVEWAY APPROACH D.c ~ (g ~ a o/J ~ ':\ A PERMIT IS HEREBY ISSUED for the performance of the following: I~ ?lUG 2 0 2002 .~ DRIVEWAY PERFORMANCE BOND ON FILE. BREMERTON BUILDING DEPARTMENT This permit is valid for 90 calendar days commencing with the date of this permit unless specifically called out under limitations below. This permit must be posted on the job site in a location accessible to City Employees. The Engineering Department must have 24 hours notice of the need for a required inspection. An inspection must be made prior to any work commencing and after completion of the job. Phone 478-5270. Limitations: SEE ATTACHED COMMENTS AND CONDITIONS. RESIDENTIAL DRIVEWAY APPROACH MAX. WIDTH IS 20'. LOCATION PER APPROVED SITE PLAN. WORK SCHEDULE Commence Work: 08/20/2002 9:00AM Complete Work: 12/20/2002 4:00PM INSPECTION RECORD Date of Inspection: Date of Approval: Comment: CONTACT PERSON: BRIAN JACOBSON Ii .- CITY OF BREMERTON ENGINEERING DEPARTMENT RIGHT OF WAY PERMITNO. 43t'1 l. For underground locates call: 800-424-5555 2. Traffic Control shall be per Washington State M.U.T.C.D. and City of Bremerton Standards. Notify CENCOM (616-5800), Kitsap Transit, Paratransit, Bremerton School District (during school year), and Kitsap Disposal of work schedule prior to start of work, if blocking driving lanes. Sidewalk closed signs shall be used at each end of the work area during construction. 3. The street shall be cleaned each evening. Catch basins and ditches shall be protected. from dirt and debris per City of Bremerton Standards. No dirt or debris shall be left on a sidewalk. No dirt shall be left on grass or landscaping for such a length of time that it will result in damaged or dead plants. 4. The Contractor shall notify the adjacent property owners and the City of Bremerton Engineering Department three (3) workin!! davs prior to start of Work and the start of Pavin!!. 5. This Permit and a COpy of the Approved Plans shall be kept on the work site durin!! construction. 6. Received from the City ofBremerton: Trench and Surface Restoration Standards Curb & Gutter, Sidewalk, and Driveway Standards Other: 7. Any landscaping, pavement, sidewalk, sign, mail box, or retaining wall disturbed during construction shall be restored to its original or better condition per City of Bremerton Standards. 8. When installing underground utilities, the Contractor shall maintain a parallel distance of 5 feet away from other City owned underground utilities. Buried conduit and cable shall have a minimum of 2 feet of cover over the top of pipe. In paved areas that 2 feet minimum is measured from the bottom of pavement to the top of pIpe. 9. The Permittee and any of the Permittee's contractors are required to name the City of Bremerton as additional insured for the work in the right-of-way on their insurance policies. 10. If there is a question about, or damage to a City. owned utility call 360-478-5920 for assistance during 7:30am to 4:00pm. After 4:00pm call 911 and request that the "Standby" Utility Worker be contacted. RECEIVED BY: rfl- DATE: r~------------- -. -- 1/ BREMERTON PERMIT CENTER I 286 4th Street~ Bremerton~ WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 I BUILDING PERMIT Jab Addr: 6039 BLUE HERON PL Permit NO': 02-0461 I Lacatian: DOCKSIDE LOT 115 Status: PENDING Parcel NO': 5092000-115-0000 Applied: 08/20/2002 I Issued: I Applicant: JACOBSON BRIAN 731-0932 Expires: I PO BOX 2274 8REMERTON WA 98310 I Owner: JACOBSON BRIAN 731-0932 PO BOX 2274 BREMERTON WA 98310 Cantractar: SELF Lic 1t: SELF Exp: Subcantr: Desc: NEW SINGLE FAMILY RESIDENCE W/ATTACHED GAR & DECK *******************************************************************************************~:* Valuatian * Permit Fees: 1,328.25 Tatal Calculated Fee: 2,086.93 115,442.28 * Plan Check Fees: 704.18 Additianal Fees: .00 * Other Fees: 54.50 Tatal Permit Fee: 2,086.93 ********************************************************************************************* MECHANICAL/PLUMBING FIXTURES-- MECH-Range................... : 1 MECH-Wood/Pellet Stove.......: 1 MECH-Gas Fuynace to lOOk btu.: 1 MECH-Gas Piping (outlets)....: 3 MECH-Exhaust Fans............: 3 MECH-Range Hood (yes)........: 1 MECH-Clothes Dyyey...........: 1 PLBG-\~ate~' Closet............: 3 PLBG-Bathtub. ................ : 3 PLBG-Lavatoyy................: 4 PLBG-Showey. . . . . . . . . . . . . . . . . . : 1 PLBG-Kitchen Sink............: 1 PLBG-Dishwashe~'.............. : 1 PLBG-LaundYy Tyay............: 1 PLBG-Clothes Washey..........: 1 PLBG-W~teY Heatey............: 1 PLBG-Hose Bibbs .............: 2 Pe r\LL ~ d- 0 d, · '8 li E-R-o-W ~,".1 ..............;....{:,(.:..............:;~............. .... ............ .....~~~~lD~1 This peymit shall become null and void if the buildin ~~y woyk authoyized by t eymit is not co nced within 180 days fyom the date of such peymit, oy if this buildi~goY It-Joyk authoYized by such peymit abandoned at any time aftey the \"Joyk is commenced foy a peYiod of 180 days. NOTICE - It is the yesPoi1sibility of the peymit holde, not the City of Byemeyton oy Building Official to see to it that yequiyed inspections aye made. The peymit must noti f>' the Building aff icial vJhen yeady fo'( inspections. Failuye of the peymi t holdey to n tify e u 'lding Official of yequi yed inspections may ~'esult in the stoppage of the "-lork until such time t " 1r'.' '~' can substantiate to the building offici., that the concealed woyk meets oy exceeds d crnts. demolition, testing, oy financial buyden shall be boyne diyectly by the peymit holdey. i u , :;. t. code ,"qui'""""ta will ind~ify the City agai nst any and all yesponsibi li ty oy liabl "S d w'th the conotcuction. 's p mlt and know the same to be tyue and coyyect. All provisions of laws and Ql"dinances govey'ning 1st e of woyk l,.}ill be complied with whethey specified heyein oy not. The gyanting of a peymit does no pyesume to give authoYi ty to violate oy cancel the pr"ovisions of any othey state oy local law yegulating onstyuction 01' the peyfoymance of constyuction. Signatu're:_ Date: I ceytify that I am exempt fyom the the state contyactoy's yegistyation law, undey Section 3, Chaptey 126, laws of 19€ 'i_tuco' . . ~ oate::;j ~v ****:!::***:!::*:!::**;u*********** " .' Permit CenternApproved By:' . ~ f - ":~~~':!'> . -"-~'(.' 'VI~""~)ltll'i"!l~' .~y"",,'";-.:~r:;:'I~"'~'- ':,,1 : ii :~~ " \ '~t I BAEMERTON PERMXT CEN"re:R o~, " I I 286 4th Stre-et. Sr..mel~ton.WA 98337 I Phone: (360) 478-SfJ75 ,FltX:, (360) 478-:-5278 '- ' "<" - '.j I ,j}; \ ", I3UILDtNG PER"IT '" I Job Addr~ 6039 BLUE HERON PL' Permit No: Q2..0461 Lo,;;at.ion: onCKs:tOE un 11$ Status: PENDING Parcel 1'41.1: 509200Q-HS-OOOO AppHE>d ~ 08/'20/2002 Issued: I APpHc,ant r" JACOaS,ON I3RIAt4 731-'0'32 Expires: I PO BOX 2274 BREMERTONWA98310 I OWRl?r~ JACOeSON BRIAN 7::11, -0':;:2 ' ! I PO BOX 2274BREMERTONWA'9S310 --"'~.; I 'Cent i:Ill.ctor : SELf Lie; t: SELF Exp: Subcontr: /Oesc: NEW S!NGLE rAMIL Y, RESIOE),H::tWI(~ HACHEO .GAR lii OECK , l!Ok*Jkn~*"!OI(*~**U*;$(lIi:uu*n)ll:)IOI(*:n;tj!nK:nO(*,*lii:**U*)!(lIO"~110':;0:**** >ltw:w: *,*~OIOIlU)l( lI'<~jl(lt::ulil(un*u*lli*jUf*:t.)iOIOlt Valu.atiol1 ili: . Permit ff.'H~$= l.~ 328. :,5 Total cdculaflto Fee; 2 . Oa6 ., '93 115.442.28 * ,PIiHI Chec;:rees: 704.10 Additional Fees: .01) , ':iII. Other r'ees: 54.50 Total Permit Fee: 2 . 086 . 9:3 *lll::<<~*,IIUI<i!l;:lfi Jl!lJ/{:ij..)j{;<<:II{:f:)ltlKl!l:1<<lll:** *****l\(li\'* ::tCtlk;U:lI:~*)Ulllii JI:~:t* lIe'~ *l\(lIiIKIf.:*l<<~lltlil(Jt1:llt* ll:llt**)It:tfll(3'; ll(lKlf:~** :lY.)lt*~itlt~ It:lIt:f '** *** %;t)lt *' ~.. . . .' ' ~CPil>F-'t..t~fi!n;.~ P1XTtJlilEill-.MEtl+!ll\lA:1;........:.".~...".. ~:I. Me;CrH~/P~U>$1t; $to+.>'t...,... ~ 1 Hb,-cH~$ FumJb~ to 1,OOk btu.. 1 l'1tt~ ;:~ .p1r~ (ootl.t$)..". ~ {i HECH'"1S.xh,au.$t fil'aV'tIllI."..,..." ::.::,~"",$ _ . l'ftCH-!ll\lAr~ ~~ (y").........~ 1 l"ECl+-tlot',", l)ry~'1'...........~l Pl..ae""i./atlil'f' ClOi$l't........\;'C;-~-:-".,~ $ _.~ I PL,BC.Pi~t.htub'" 11> ~l- ~.* *' 1('" t. li -ll II< ~ .,; ., at. '" u:~ J;'L,Btl-l,avatOl:ll U 1': .. 11 h ~ U II .,," 'It 101. '\I m >\0 il'1' =- 4 PLIG"",,"s.~'t""t; ri.'!/ji, '" ,../'~ -It I'J II 'k ill fi JII. c;l 'It .1 , , : / Pl!a-Ki tcn.n 51 nk. .. ,,'. , ..." .. , , . ~ 1. PliG-Oi.$hwiII:'$I14tr. .. . 0 . H . .. >> . .~ PlM-lalJ,l1drx.,, Y$,';Io"........;.." ~ 1 I PI..OO-Clotht$ *~bt '1" . . . ". " " . " , = 1 PlSrEi..~t~r Hthtt.~l'. .'. " , , . . . . , .= 1,. F>l."e,(:;-~ ibb:\l1.. . . . . ... . . , ,,'. .'. : Z .(2 ,r t [ILL ~ d' O~ .~ ir.;.w, U. c:.. R.C>-~1~l;.~1 I ,~ .' .,~ ., . . """ . . t :5 ,:1' ~^ ~ . ,'g. ,J: a.l.) i '**nlU{lll:Jl<~>>:?ltnJl<*JI!*Q*nn:~o,*~1:lUOi1:nJl!~)j(J:Jti . )i(UUlilUU. .111:<<1<< U ~u :tu:<< , )j(:<<U:ln;f.:r;illli:t~Q1\1: to Thi..."," fohall _ roll -:did ,f ''''';''11\11"" Qr_' .,"'""i.... bV <hie .. "" to "'" _within 111$0 d<lw$ 'h'ttlm 't.he da~Sf..I(lh r>~ .' t. ,':1"1" if ~~:Udi11li or WCl\,'lr; ~i!td by $lJCh 'Mi*-, i$ $(.\;$p$'l'1t:li\!d "y faNl'l<:briGld Sit av.}' t1_ . rL t~ ... ~~ ''r'a~~od of 1 .', ~ ., I ~ - It ... ,,,. ,-.bUitiS tile .em" "'l...r. "'" ,... city 0' Bv_r.'on MldinoOm<1al to - I t,o :i.t ,that t'~qui:1i!'cl ;!'x~l!i!ctiom,t. . 1r!<lI.~ ~ P.~, hol~' MU~t, l"P;tf}' ~lld1l"'S ~i~\ 1'~d'1 fcw . -,,j,~'eet1~. paitlYI'e \')1' u~ p~t'hol, .. . ~Ufy th<ll . . id~~f1'ch"l. W4l.rtyed" . *"" .. ...~ y~it ;, irl\l'lfi ~oPt)~ ('iff t~ work until $Uctl tJ~thi!Jilft~'r~,~aT'lt::itl.~~ to t~ !:lUHdirl@G'l'ficial , I', t!lilt; .t.~ QQrn~l;td work I!IlMt$ .O'/" .x.c~~ ~ .. '. ~t1f Y'. htlOth t'"tl'l1S~O't rii1lli.l'JC:1al bUi'dIm $lhidl I .. .. ..,. .. -~--~1l'JX1lt to $tll:l$bll'ltlat,4,II .~ l"El'<i:l\J;;i:r'<<IJil'lf!ll"itllit will i\~nify the Cit:~' ! Ity ~ with tho """"'''''''ih I V~L.~ ~ .-<L-. ..................... '.. g .......~. ,fh- . .... ed ~hl$.' J;A~now tWiOO ,...... t{rt} 'aM ~rW AlfD ))?fr ~hi19 \:YPf;ot' wort~ will .I:A comp Ho!&d wi th 4Jr~thl'tr rep$C:l. fifld I1<lJl"dn B~yG, ~ Sivll\ wt;.ht::;d,t}' t.o violsd;~ Or' o.ll.re.l tJ'\f; Pl"'ovi$iotl$of I ~t:i..Qn Oyth$ .P.Yf;OYIIllJ,I'iC~ o'f cornrl:;:nu::tiQrl. 1(~L( "~ ....'~/d)L I I ~ ..... ~i..'.""" 1"". "OJ ~ @ /I 9 Vi Ill!-. I I --- .....--R- SEP 25 21102 J Ii ~uL I; II rJ;a te: ____.._..____.. BREMiR'fON .i' I,' ~____,<o.. BU{~EllNG;DEI'AFlTMiNT./'; r, ~. " "::~I!j;~i',. ," ,;~.:if~~~ '-'i'" , ,",', ,.."........ ,- '1f' "~"I)" '_', ';';-.~i:~'" '. . ...", " '~;i '1 L~'..:'"'.L-.,~\'. ',', <i;< J. .~ j,' ., ';'l<i .'1 ~~ .;I., <" "" 0' ~~'.ML . ,;.' ' . Build- P · A Ii. ~dr=-Of&( lng errmt. .pp catton.. ''-..J r- 3 City of Bremerton, W A 98337 Phone: (360) 478.5275 Fax: (360) 478':5278 q /' . L-/{) " APPLlCAl'l"T: yaOWNER DCONTRACTOR DAUTHORIZEDAGENT . :Site .\Jdxess: .: T:lX .\ccounc ~umber: <5119'...2. -~ lTif5 . Ov,;ne=:: /!:>~/ffn) :jltt:./}t$:JUrt/ . .\ddxess: ;<:0. f50;t ,;l;).? Y I 6(:ti/JJ~(}j1) ~l f9$.J/;> Conr:.r:l.ctOr: : .\ddxess: ! I . Expi.r:lrion Date: COnt:lct Person: ; Contact Phone#: ? ~/ -&;- 3.:1-.. ! . I ! Check the type of application for below: ~.. SF RESIDENTIAL NEW 0 CO~Th'fERCI.AL NEW 0 GARAGE o DCPLE..~ 0 COM~fERCI.AL REJ\tfODEL 0 ACCESSORY BLDG o "'L-\.:.'WFACTURED HOME 0 CO~L"fERCI.AL ADDITION 0 SIGN o RESIDEl\llLU REMODEL 0 COl\-L1\tfERICU REPAlR 0 DEMO o RESIDE='lTIAL ADDITION 0 :\tlULTI-FA..vHLY 0 GRADING (Cubic yards: o RESIDENTIAL REPAIR 0 TENAi'fT IMPROVEMENT 0 OTHER: Scope of Work Proposed: 6tJkl) I\Jlfv ~11!/6L~ r1PV L )' ('Ge..5)OE,vC:-g;, 1#9'1 rIPOi/1JP . Square Footage: D\veiling: /'7....~..~{IP,r::JlI4st.A2Var:lge: ?~tJ Decks: /tI tJ . ~~T IS THIS PROPERTY WITHIN 200 FEET' OF .\. SHORELl1'ic? 'YES NO X Valuation Permit fee Sure .::TotalFees 092 35.1 ~nergy: ~50'90 j 21 0 vi q.3 o -..J.. . ':,tate: ~ +..JO 10.. 0 l.tJ. .-\.pplic:J.tions for which no permit is issued within 180 days following the date of <lpplication shall expire by limitation. .lOJ ?icln, <lnd other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The ~uIIJin:; official may extend the time for action by the <lpplicant for a period not exceeding 180 days on request by the applicant -;nO"lD:! that circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be ~:<tendc;:u more than once. In order to renew action on an application after expiration. the applicant shail resubmit plans and pay <l ne\V ?bn re'l.-le..v fee. APPLIG..'li'\lT'S SIGNATURE: ,~A TE: j? ~t'- fJ::J... AU G;;{) 2002 td BREMERTON . EU1LDlNG DEPARTMENT " IJ' . ._03--6#( ~!.. ....i.. .'. ....r,UMECftA:NlCA.L:.n.:.:...rr.../ug!:(,..n........>:.:.::;::.PLUMBING?)......::......::::....I Type of Fuel: Electric .p. Gas ~Oil o Propane I Occupancy: >( Residential Commercial ( Site Address: t,&31 tL.()~ ~;ftJt1J f'L. . Owner: f].1f1fJ.tt) cJ~&;tl tJ Contractor: Address: (:tJ. 6iJ J'l .;:z.;l7'?" Address: gf?~/U) 1/1-. 9!'3/p . Phone: '/3/- tJ93Z Phone Contractor's License Number/Expiration Date: I No. 'IYPE OF EQUIPMENT No. 'IYPE OF FIXTURE - I .", ! W A1ER CLOSET ...:> I 2- BA1HTh'B . I ~...., ~ LW ATORY (bath sink) CONVERSION BURNER btu: I ! SHOWER UNIT REA TER btu: / . KITCHEN SINK BOILER btu: -'--' DISHWASHER 3 GAS PIPING Li L\UNDRYTRAY EVAPORATION COOLERS btu: I . CLOTIlES WASHER AC UNIT btu: -L- i WA1ER HEA1ER HEAT PUMP btu: : G'RL.~AL REHE..\ T BOX btu: ' DRINKING FOUNT"\IN AIRHAt"JDLING UNITbtu: . FLOOR SINK OR DRAIN .3 E.'XH..'\l;ST FANS SLOP SI':--;K I RANGE HOOD (residential) WA1ER PIPING & ALTERATION RANGE HOOD (commercial) GREASE TRAP/INlERCEPTOR I CLOTI-IES DRYER 2 HOSE BIBBS rNCThiERATOR L\WN SPRINKLER SYSTEM DUCT ALTERATION - SWL.\t11vfING POOL TANKS type: - BLDG. SEWER: (mobile/moved house) REFRlGERA TION UNIT - ROOF DRAlNS OTIIER: - OTIIER: MECHANICAL FEES: ( 08 :t () :::J PLUMBING FEES: / .-3 t:, _ 00 . BREMERTON CITY SURGIARGE: ---c7 BUILDING DEPARTMENT TOT"i\L FEES: APPLICANT'S SIGNATURE: DATE: P* --CJ::L ~ i I I *** '* * ******************* * ** * ****** *;1,(** *** **** ******* *' **:>/<:*** :*** **, 1 I RECEIPT I ******** *'****** *** * ***** ************ *** ********:t;*** ** ***** *::;::::t:*** I RECE!PT Number' : 02000720 AmCluht: 704,,18 08/20/0;;;: 10:00 I I Payment Method: CK Not.!!ltion: 8J aLDERS CK r.nit,~ vw I .m~~_.__.______________________~____:~____~__~__~________~__~~_,______ I Permit No: Ci2~"0461 Type: Bl.DG fj(~DG PERMIT 1.J/MECH/P I Pav"cel Nl): 5092000--115-00()O I I site Address: 60:39 SLUE Hf~RON Pt. I Location: DOCK~IDE LOT 115 I I Total FiSt.$ ~ ;2 ,,086.93 I I I I this ~)a:yment 704 . H~ Total ALL ~~mts: 704.1.8 I I Balance: .:t ~:3132" 75 I I **************************************************************** I I Account Code Description {~mott nt 16-345.8300 (4580) BUILDING PLAN CHECK FEES 704.18 I --------~------~--~~------~---------~-----~----~---------------~ I '.;.~; 1_" ,- ~,,(. { ",-.,.f~ - . ~ ~ - ""