The URL can be used to link to this page

Home My WebLink AboutCAMBRIAN AVE. S., 125 .. CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER DA TE ISSUED:9~1?81g9:~E ~A '!} 286 Fourth St. Bremerton, WA 98337 (360) 478-5275 Fax: (360) 478-5278 ASSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: 3732-002-028-0003 MAGUIRE REBECCA A MAGUIRE REBECCA A AMERICAN DREAM CON SUBMITTED: 09/23/2004 VALUATION: $5,000.00 Plan Review Fee $72.31 4580 $111.25 2211 $4.50 0236 Building Permit State Surcharge TOTAL FEES: Inspection Requests DCD: Building Inspections L&I: Department of Labor and Industries ZONING: DR SITE ADDRESS: 125 S CAMBRIAN AVE PHONE: . (360) 426-1861 ADDRESS: PO BOX 3173, BELFAIR, WA 98528 PHONE: (360) 426-1861 ADDRESS: PO BOX 3173, BELFAIR, WA 98528 PHONE: (253) 833-3487 ADDRESS: 390 4TH AVE SE, PACIFIC, WA 98047 PHONE: 0- ADDRESS: APPROVED: EXPIRATION: 03/22/2005 STATUS: ISSUED 1 TOTAL (360) 473-5380 (360) 337-5285 (360) 473-5270 This permit shall become null and void if the building or work described and authorized by this permit has not commenced within 180 days from the date of issuance, or if this building or work is suspended or abandoned at any time after the work is commenced for a period of 180 days. Obtaining inspections at intervals not exceeding 180 days identifies that work has not been suspended. 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 localloaw 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 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. REPAIR STRUCTURAL SUPPORT TO POSTS & BEAMS & JOIST Building Code Edition: UBC: 1997 Occupancy Group: Type of Construction: Flood Zone: Setbacks: (Front) (Side) (Rear) (Other) 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 I have read, and agree to abide by/the conditi~ns SIGNATURE OF OWNER oe AGENT: this permit including all conditions of zoning, building l!odes, and State and Federal laws. PRINTED NAME: CONDITIONS City of Bremerton's pproval 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. 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.govlp-tslasbestoslasbestos.htm. DCD: Smoke detectors required in all sleeping areas, adjacent hallways and floor levels. DCD: Windows'in sleeping areas must meet emergency egress requirements. APPROVAL IS SUBJECT TO ON-SITE INSPECTION APPROVAL. 1. (DCD-01) 2. (DCD-02) 3. (DCD-15) 4. (DCD-16) 5. (OTHER) Mitt . I . Page 1 of 2 '" CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER DATE ISSUED: 286 Fourth SI. Bremerton, WA 98337 (360) 478-5275 Fax: (360) 478-5278 ASSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: 3732-002-028-0003 MAGUIRE REBECCA A MAGUIRE REBECCA A AMERICAN DREAM CON ZONING: DR SITE ADDRESS: 125 S CAMBRIAN AVE PHONE: (360) 426-1861 ADDRESS: PO BOX 3173, BELFAIR, WA 98528 PHONE: (360) 426-1861 ADDRESS: PO BOX 3173, BELFAIR, WA 98528 PHONE: (253) 833-3487 ADDRESS: 390 4TH AVE SE, PACIFIC, WA 98047 PHONE: 0- ADDRESS: APPROVED: EXPIRATION: 03/22/2005 STATUS: ISSUED SUBMITTED: 09/23/2004 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. Framing Final Inspection - Building Page 2 of 2 PERl\1IT CENTER Building Permit Application Department of Communit\, Development * 286 - 4th Street * Bremerton * \V A * 98337 (360) 473-5275 * Fax (360) 473-5278 Site Address: IA-S 5. f~q~) ~ M4-?cY.3/~ What is the application for? (Please check one) ~':-) r)" 2004 ,.A.I {.J d BHt:IVltli I UI\l fBUlLOlNGDEPARTMENT ~ o NEW SINGLE-FAMILY RESIDENCE D COMMERCIAL REPAIR o NEW DUPLEX D NEW MULTI-FAMILY o NEW MANUFACTURED HOME D TENANT IMPROVEMENT o RESIDENTIAL REMODEL D NEW GARAGE/CAR PORT o RESIDENTIAL ADDITION D NEW ACCESSORY BUILDING .J:8!: RESIDENTIAL REPAIR D NEW SIGN o NEW COMMERCIAL D STRUCTURE DEMOLITION o COMMERCIAL REMODEL D GRADING (Cubic Yards: o COMMERCIAL ADDITION D OTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? YESD NO .rxJ s;;;:;;;e;~tsda4!tiflr~~~faf%!;$ ~ Square Footage: Dwelling: Garage: Decks: Valuation Plan Review Fee Permit Fee Surcharge j S OtJ(). tXJ 1;)-P) /1/?-5 4~S'O 800 7J ad ;)-/ 7/ Application for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other dam 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 control 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, the applicant shall resubmit plans and pay a new plan review fee. A~ffl~ ~, ;l.3J ~ Date ~r;{j,i f2r- 1~250V; 0/< fa /~S~vr. ~ L...() ?LA.fe.r CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT Receipt Number: 286 Fourth Sl. Bremerton. WA 98337 (360) 473-5275 Fax: (360) 473-5278 BB04 01338 Plan Review Fee 1/4580 $ 72.31 $ 72.31 $0.00 BB0401338 Building Permit 1/2211 $ 111.25 $ 111.25 $0.00 BB04 01338 State Surcharge 1/0236 $ 4.50 $ 4.50 $0.00 Total: $ 188.06 CHECK Total: $ 188.06 $ 188.06 1219 Page 1 of 1 City of Bremerton 286 4th St Bremerton, WA 98337 3604735212 Plan Analysis Beam Calculator Identification: 125 s cambrian Date: September 23, 2004 Note: Based on top edge having continious lateral Increase in allowable for duration of load = 0 % BENDING = 84.7% of the allowable ALLOWED = 166050. inch/lbs ACTUAL = 140640. inch/lbs Bending OK SHEAR ALLOWED ACTUAL Shear OK support. No increase 5842.5 pounds 4761.3 pounds DEFLECTION L/180 L/240 L/360 L/480 ACTUAL Total Load Defl. = .271 in. = L/354 Live Load Defl. .1859 in. = L/516 Deflection OK (floor or roof) .5333 inches .4 inches .2667 inches .2 inches Reaction LL =4020. Ibs DL =1840. Ibs TL =5860. Ibs Min. =2.8 in LL= 1005 plf DL= 460 plf 5 1/8 x 9 Glu-Lam f-- - - - / 8 Feet / / - Reaction LL =4020. Ibs DL =1840. 1bs / TL =5860. Ibs Min. =2.8 In fILE "'/".~-:,,~~Q,~~ /:,,~ . , [.1'''4' ."" / ~~"... "( ":\'- I<~ v :~,<<; ;f"' ,,.... "'" "",,- _ ~,~.i'> ~. ii'''' !J;.,).,..;j~;E. 111.\ "'c",-." dI';;'\' i .':J.,~ . ~ ~i !1' r'i, ""';' ,'" .::~ tJ. ~.. ~\ \~~~ v0JC;::2 2 <q 2004 ~1:; =! :-.~ . i \. .__ J / f5m4:-0]:Q 3 2( Project: 125 Cambrain st -tocation: LR-bm. This analysis was generated by an evaluation version of StruCalc 6.0 Uniformly Loaded Floor Beamr 2000 International BuildinQ Code (97 NDS) ] Ver: 6.00.63 . By: , on: 09-23-2004 : 07:39:22 AM Summary: 5.125 IN x 12.0 IN x 17.0 FT /24F-V4 - Visually Graded Western Species - Dry Use Section Adequate By: 29.2% Controlling Factor: Moment of Inertia / Depth Required 11.02 In Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: BearinQ LenQth Required (Beam only, support capacity not checked): Camber Reqd.: Beam Data: Span: Unbraced LenQth-Top of Beam: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Camber Adjustment Factor: Floor LoadinQ: Floor Live Load-Side One: Floor Dead Load-Side One: Tributary Width-Side One: Floor Live Load-Side Two: Floor Dead Load-Side Two: Tributary Width-Side Two: Live Load Duration Factor: Wall Load: Beam LoadinQ: Beam Total Live Load: Beam Self WeiQht: Beam Total Dead Load: Total Maximum Load: Properties For: 24F-V4- Visually Graded Western Species BendinQ Stress: Shear Stress: Modulus of Elasticity: DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= C= L= Lu= U U CAF= LL1= DL1= TW1= LL2= DL2= TW2= Cd= WALL= wL= BSW= wD= wT= Stress Perpendicular to Grain: BendinQ Stress of Compo Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Fb= Fv= Ex= Ey= Fe perp= Fb_cpr= Fb'= Fv': Fv'= Adjustment Factors: Cd=1.00 Design Requirements: ControllinQ Moment: 8.5 ft from left support Critical moment created by combining all dead and live loads. ControllinQ Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Sreq= S= Areq= A= Ireq= 1= M= 0.19 IN 0.44 IN = U465 0.62 IN = U327 2635 LB 1115 LB 3750 LB 1.13 IN 0.28 IN 17.0 FT 0.0 FT 360 240 1.5 XDLD 40.0 PSF 15.0 PSF 2.75 FT 40.0 PSF 15.0 PSF 5.0 FT 1.00 0 PLF 310 PLF 15 PLF 131 PLF 441 PLF 2400 PSI 190 PSI 1800000 PSI 1600000 PSI 650 PSI 1200 PSI 2400 PSI 190 PSI 15938 FT -LB 3375 LB v= 79.69 IN3 123.001N3 26.65 IN2 61.50 IN2 571.04 IN4 738.00 IN4 Project: 125 Cambrain st -_Location: floor jst. This analysis was generated by an evaluation version of StruCalc 6.0 Uniformly Loaded Floor Beamr 2000 International BuildinQ Code (97 NDS) ] Ver: 6.00.63 By: , on: 09-23-2004 : 07:43:43 AM Summary: 1.5 IN x 5.5 IN x 9.0 FT I Select Structural- Hem-Fir (North) - Dry Use Section Adequate By: 34.1 % Controlling Factor: Moment of Inertia I Depth Required 4.99 In Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Beam Data: Span: Unbraced LenQth-Top of Beam: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Floor Loadin~r Floor Live Load-Side One: Floor Dead Load-Side One: Tributary Width-Side One: Floor Live Load-Side Two: Floor Dead Load-Side Two: Tributary Width-Side Two: Live Load Duration Factor: Wall Load: Beam LoadinQ: Beam Total Live Load: Beam Self WeiQht: Beam Total Dead Load: Total Maximum Load: Properties For: Select Structural- Hem-Fir (North) BendinQ Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.30 DLD= LLD= TLD= LL -Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= U U LL1= DL1= TW1= LL2= DL2= TW2= Cd= WALL= wL= BSW= wD= wT= Fb= Fv= E= Fc_perp= Fb'= Fv': Fv'= Adjustment Factors: Cd=1.00 Design Requirements: ControllinQ Moment: 4.5 ft from left support Critical moment created by combining all dead and live loads. ControllinQ Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): M= V= Sreq= S= Areq= A= Ireq= 1= 0.09 IN 0.22 IN = U483 0.32 IN = U342 241 LB 99 LB 341 LB 0.61 IN 9.0 FT 0.0 FT 360 240 40.0 PSF 15.0 PSF 0.67 FT 40.0 PSF 15.0 PSF 0.67 FT 1.00 0 PLF 54 PLF 2 PLF 22 PLF 76 PLF 1300 PSI 75 PSI 1700000 PSI 370 PSI 1690 PSI 75 PSI 767 FT -LB 307 LB 5.44 IN3 7.56 IN3 6.13 IN2 8.25 IN2 15.51 IN4 20.80 IN4 VICINITY MAP ,^f _.IAA J>SiA S.~VW"-I ~ ~ fI\ f to); ~~~ n \VI ~l[~ tr1i SEP 2 3 ZOOI, ~ ~ : BRtlVltHIUN mmUlINGDEPAM'MENT 1 SITE .ADDRESS ~SS l'.MbrtAf\ INSPECTION '.AA.. ~ '-I' r ~Rb)l:~ DESC PTION F~lE CARD ~~i1lr PROTECT THIS CARD FROM THE WEA THER U. rf .,... Building Plumbing D Mechanical D Fire DURING INSPECTIONS THE BUILDING PERMIT & APPROVED PLANS SHALL BE ON SITE BUILDING PERMIT -. Permit # BB04 - Q L3-3 g' For Inspections Call (360) 473- 5870 ~@@u @~ @~U~ Approved Date Notes Erosion Control In Place 1 st Foundation Footing FOUNDATION Foundation walls DO NOT POUR CONCRETE Plumbing Ground Work PRIOR TO APPROV AL In Slab Mechanical Footing Insulation 2nd PLUMBING Rough In MECHANICAL Duct / Vent GAS PIPE Support / Test / Meter set 1 3rd FRAMING If pI & 21ld are approved 4th INSULATION sth SHEETROCK J 6th All of the above FINAL Must be approved Prior to fin aI Hold down connections Shear p'anelnailing L&I Electrical Approved Ventilation requirements Framing Under-floor walls ceiling Driveway 473-5270 ~ewer 473-5270 473-5384/5385 ~ U (j ex 473-5870 473-5927 ALL FINAL INSPECTIONS COMPLETED Occupancy Approval (Single Family Residence Only) :Lj{J 7' DO NOT OCCUPY BUILDING WITHOUT BUILDIN bE ARTM NT APPRO V AL PROTECT THIS CARD FROM THE ~ ~ ........ ~ ~ ~ x 00 ~ z <{ -l D- OC o o -Jl JLL 0[= W~ 3 =u ()~ -1~ ; IIII IIII 1111 111\ iiii IIII 111\ 1111 111\ r~~ !!!~8- 1111 IIII 1111 1111 1111 1\1\ I11I IIII 1111 1\1\ 1111 ~ ] ! - (/) \n ~ ........ fXJ IV\ ,~\:ft..~~ <~~ 1\\ ('~"'f""lJ, '~ ,~ h"", ' <<:jh , ) .~.\~ '~fI~. ~ 7"'ll ["Ode = t.'l::'i) ;..- C'.b] 2 CJ\ C1":l ~ (::J fl'.," W \ \~~~ ,,,11,,, ~ \/ J C~.p n., 0_ "Jj- ,~.~ ~~,' Ld \ rAj ~ ti.li,:;: (I) ''''!..J "J~. ~J: j. . ~rO "l'l~ ~ '-..!~ I ,;~' ~ . ~ .Q I 1Jl ~ I !D ~ I d\ s ~ I ~ '1'.3" , I , I , I , I i i i i i _________ ~~ &~~~:~~a m-l-L-L- , , , , , I I -?1 New 2 x ~ CL~.lFLR JeT. ! . ! Ae REQ'D UNDeR 6AT~ ABOve I New 4 eTUDe e 6~. , I , I , I , b 4'-~" I. New WALL -J . New or=eNIN~ MAIN FLOOR PLAN 6LI<6. UNDeR FLR TO eXleT. eMlWALL ecale: I,~" " I'-~" ,.": ~ I ~ i 11'-8112" S'-II" ~ New FLOOR T~le ROOM 6eDROOM 1:Mw.. I I I I I II- iw Id) I..J :8 I I I TO eNCLOeeD eUN ROOM SECOND FLOOR PLAN ecale, 14" D 1'_~1l I "5 S. ~'" bt\'~