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HomeMy WebLinkAboutBLD2015-00128 - DECK BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD15-00128 Received Date: 4/15/2015 SITE ADDRESS: 250 SADDLETREE DR Issue Date 4/24/2015 PORT TOWNSEND, 98368 Expiration Date 4/24/2016 OWNER: PAUL W LOUBERE PHONE: 360-385-7156 FRANCES A LOUBERE 250 SADDLETREE DR PORT TOWNSEND WA 98368-9813 9650 SUBDIVISION: Block: Lot: 94 PARCEL NUMBER: 965000088 Section: 27 Township: 30 N Range: 11/1 CONTRACTOR: KELLEY SHIELDS INC PHONE: (360) 385-7156 260 KALA POINT DR PORT TOWNSEND WA 98368 Contractor's License KELLES1150LF Expires 6/6/2015 PROJECT DESCRIPTION: NEW DECK SEP10-00069 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP DEK MAIN: VALUATION 11,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: 219 BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $168.00 SRE 04/15/15 154328 Exist: Exist: Plan Check $109.20 SRE 04/15/15 154328 Prop: Prop: State Building Code $4.50 SRE 04/15/15 154328 Total: Total: Total: $281.70 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY- THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY- SEE ATTATCHED • • Jefferson County Building Division Permit Number: BLD15-00128 Applicant: LOUBERE BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks Post Holes Framing Septic System Finaled sep10-69 A final inspection will not be scheduled until the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION �1 Z f t S . FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR CONDITIONS for Building Permit # :BLD15-00128 1.) DWJ 2.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 3.) The site plan as submitted with the Building Permit application on April 10, 2015 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated April 16, 2015 shall be resubmitted for review and approval by Jefferson County Department of Community Development. \\tidemark\data\forms\F_BLD_Permit_Bldg.rpt 4/24/2015 • • Floor Joist(2000 International Building Code(97 NDS)1 Ver.6.00.7 By: Dennis Shields , Kelley Shields Inc.on:11-13-2004:9:35:30 PM Project:Loubere-Location:Deck Summary: 1.5 IN x 7.25 IN x 10.0 FT a 16 O.C./#1 &Btr-Douglas Fir-Larch-Dry Use Section Adequate By:73.2% Controlling Factor.Moment of Inertia/Depth Required 6.04 In Center Span Deflections: DLD-Center= 0.05 IN Dead Load: LLD-Center 0.14 IN=L/858 Total Load:Load:L oaa d: r-TLD-Cente 0.19 IN=L/624 Center Span Left End Reactions(Support A): LL-Rxn-A= 267 LB Dead Load: Live Load: DL-Porn-A= 100 LB Total Load: T TL-Rxm-A= 367 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.39 . IN Center Span Right End Reactions(Support B): LL-R6= 267 LB Dead Load: Live Load: DL-R xn-B= 100 LB T Total Load: TL-Rxn-B= 367 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.39 IN Joist Data: L2= 10.0 FT Center Span Length: Floor sheathing applied to top of joists-top of joists fully braced. Live Load Duration Factor Cd= 1.00 L/ 400 Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: Center Span Loading: Uniform Floor Loading: LL-2= 40.0 PSF Dead Load: DL-2= 15.0 PSF T ottal at Load:Load: TL-2= 55.0 PSF T Total Load Adjusted for Joist Spacing: wT-2= 73 PLF Properties For#1 &Btr-Douglas Fir-Larch = 1200 PSI Bending Stress: FFbb 95 PSI Shear Stress: v= 1800000 PSI Modulus of Elasticity Stress Perpendicular to Grain: Fc-perp= 625 PSI Adjusted Properties Fb'= 1656 PSI Fb'(Tension): Adjustment Factors:Cd=1.00 Cf=1.20 Cr-1.15 Fv= 95 PSI Fv' Adjustment Factors:Cd=1.00 Design Requirements: M= 917 FT-LB Controlling Moment: 5.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 V= 323 LB•Controlling Shear. At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: gam= 6.64 N3 Section Modulus(Moment): S= 13.14 N3 Area(Shear): Areq= 5.09 N2 A= 10.88 N2 Moment of Inertia(Deflection): freq.= 27.50 N4 I= 47.63 N4 fa c _,....__,_. p sl./. r (/,` ///, • ! Uniformly Loaded Floor Beam(2000 International Building Code(97 NDS))Ver.6.00.7 By:Dennis Shields ,Kelley Shields Inc.on:11-13-2004:9:38:12 PM Project: Loubere -Location:Deck Beam Summary: (2)1.5 IN x 725 IN x 6.0 FT /#1 &Btr-Douglas Fir-Larch-Dry Use Section Adequate By:104.8% Controlling Factor.Area I Depth Required 4.59 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: DLD= 0.01 IN Dead Load: LLD= 0.03 IN=U2117 Total Load: TLD= 0.05 IN=L/1511 Reactions(Each End): LL_Rxn= 600 LB Dead Load: Rx ea Load: DL- = 241 LB Total Load: not checked): TL-Rxn 841 LB Bearing Length Required(Beam only,support capacity )- BL= 0.45 IN Beam Data: Span: LL= 1.33 FT L= 6.0 FT Unbraced Length-Top of Beam: U 360 Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: Floor Loading: LL1= 40.0 PSF Floor Live Load-Side One: LL1= 15.0 PSF Floor Dead Load-Side One: DL1 Tributary Width-Side One: W = 5.0 FT 1 Floor Live Load-Side Two: L = 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF = 5.0 FT Tributary Width-Side Two:r: 1..0 Live Load Duration Factor: WALL= 0 PLF Wall Load: Beam Loading: wL= 200 PLF BSW= Beam Total Live Load: 0 PLF Beam Self Weight wD= g5 PLF Beam Total Dead Load: wT= 280 PLF Total Maximum Load: Properties For.#1 &Btr-Douglas Fir-Larch = 1200 PSI Bending Stress: Fb 95 PSI Shear Stress: E= 1800000 PSI Modulus s Perpendicular r Elasticity: Fc_perp= 625 PSI Stress Perpendicular to Grain: Adjusted Properties Fb'= 1436 PSI Fb'(Tension): Adjustment Factors:Cd=1.00 CI=1.00 Cf=1.20 Re= 95 PSI FA/ Adjustment Factors:Cd=1.00 Design Requirements: M= 1261 FT-LB Controlling Moment: 3.0 ft from left su000rt Critical moment created by combining all dead and live loads. V= 673 LB Controlling Shear. At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Sreq= 10.54 N3 Section Modulus(Moment): S= 26.28 N3 Area(Shear): Areq= 10.62 N2 A= 21.75 N2 Moment of Inertia(Deflection): Ireq= 16.20 N4 1= 95.27 N4 r /, R� � /// 1 A/r •.� / as' / t, ! t:;D _ r j %) ri. `yam/ I S • M t ��ST (-0111L--12_� t, 2i ro ---- e"-----. /..- - •„ 4„„,. 411, 45 `T tto t) ?b-T . r. t . t, A.' 'i— ... . •,..,, or," ____ SCIV11 t - .Q „ ,e21,e' V. /1L1/M MiA 1_,14%-.Y1---,-------- p a' C2 )1 t�'` Y 18 IS f r2 1Kelley Shields Inc . Gust©m Building * s�esign established 1 q 8 S Dennis M. Kelley President Dennis A. Shields Vice President 81J Kala Point +n , _� D Professional Building l ~ 260 Kala Point Drive A pfri j O Port Townsend WA 98368 203 Phone 360/385-7156 Fax 360/385-3115 www.kelleyshields.com •Up Front Parcel Reviews Erg-(ZS Parcel 965000088 Printed: April 16, 2015 PAUL W LOUBERE Site Address(es): FRANCES A LOUBERE 250 SADDLETREE DR PORT TOWNSEND, WA 98368 250 SADDLETREE DR PORT TOWNSEND, WA 98368-9813 Parcel Number: 965000088 S-T-R: 27-30N-1W Total Acreage 0 Legal Description KALA POINT#4 LOT 94 Land Use: 1100 Flood District: Fire District: 1 Planning Area: 4 Flood Map(FIRM)Panel No: School District 50 Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ 4 Plot plan states "property line" [ (' Assessor's Map (Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ Y]' Legal Access to Property YES NO [ [,,} Parcel Tags or Scanned Documents YES NO [ (4 ESA's: Special Reports Nearby YES NO [ Ih Designated Ag YES NO [ (i]- Shoreline Designation: YES 0 [ (,}� Shoreline Slope Stability: YES -NO Stream Type:YES NO FWHCA: YES NO Wetlands: YES NO �_ a —k 11 Rare Plants:YES NO Seismic: YES NO Landslide: YES NO Flood: YES NO Erosion: YES NO Aquifer Recharge Arla NO S klYA SIPZ: none At Ris High Risk Coastal CMZ: none High Risk Moderate Risk Disconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES NO Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES NO [ ] Agricultural Lands: YES NO [ ] Archaeology: YES NO [ ] No Shooting Zone: YES NO [ ] Stormwater: New Impervious Surface V Land Disturbing Activity Lb n V ESA's Stormwater Req's:Min Req#2 Min Reg 1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport Y NO MRL YES NO Forest Lands YES NO [ ] Landscaping Required: Yes No [ ] Parking Spaces Required NO 2 Oth r I 1 Building Height: 35' UBC Standard e„<--v t, sum. [ impervious Surface cover percentage: Resource Lands&Public: imp Residenti,410. Rural IndS1: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage: 60%in Rural Industrial Lands only [ ] Total Building(s) Size: RVC:20,000 SF CC: 5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: Left Side: Right Side: Rear: Shoreline Setback: LSHA Setback: [ ] Road Classification: Road Approach: EXISTING NOT REQD RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: [ ] Existing Case(s)& Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [ ] UGA No Protest Agreement YES NO, submitted: YES NO [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES No parcel tags found for parcel Cases Associated with APN 965000088 Review Cases Name Type Status Planner ADR10-00035 LOUBERE F Application Received: 6/10/2010 Permit Issued/Case closed: Case Finaled: 911 ONLY-SADDLETREE DR BLD15-00128 LOUBERE P David Wayne Johnson Application Received: 4/15/2015 Permit Issued/Case closed: Case Finaled: NEW DECK SEP10-00069 M LA10-00233 BLD10-00209 MLA10-00233 LOUBERE I F David Wayne Johnson Application Received: 6/10/2010 Permit Issued/Case closed: 8/4/2010 Case Finaled: 3/30/2011 NSFR W/ATT GARAGE &A/G '120 GAL PROP TANK SEP03-00017 RICHERT C Application Received: 1/22/2003 Permit Issued/Case closed: 2/12/2003 Case Finaled: lot 94, info filed to SEP10-69 PRJ10-00352 LOUBERE F Application Received: 12/30/2010 Permit Issued/Case closed: Case Finaled: lot 94, info from expired SEP03-17 filed here SEP10-00069 LOUBERE F Application Received: 6/10/2010 Permit Issued/Case closed: 7/15/20 t0 Case Finaled: 12/14/2010 lot 94, info from expired SEP03-17 filed here SOM10-00069 LOUBERE RCR Application Received: 12/30/2010 Permit Issued/Case closed: 4/2/2015 Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 4/16/2015 Page 2 of 2