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HomeMy WebLinkAboutBLD2013-01091 ReRoof - BLD Permit / Conditions - 12/18/2013 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County Bldg. III 426 W. Cedar P.O. Box 279 Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2013-01091 OWNER: CHARLES HAMMOND RECEIVED: 12/18/2013 CONTRACTOR: RICK'R CONSTRUCTION LICENSE: EXP: ISSUED: 12/18/2013 SITE ADDRESS: 7301 ESTATE ROUTE 106 UNION EXPIRES: 6/18/2014 PARCEL NUMBER: 322335000024 LEGAL DESCRIPTION: SUNNY BEACH TR 17 EX 17-A&TAX 683-A EX A-1 TAX 669-A EX A-1 PROJECT DESCRIPTION: DIRECTIONS TO SITE: RE-ROOF GARAGE AND ADD NEW SIDING FOLLOW ST RT 106 TO SITE ADDRESS ON THE LEFT SIDE General Information Construction&Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: Lot Size: Deck: Type of Work: REP Fire Dist.: 6 No. of Stories: Occ. Load: Building: Valuation: Building Height: Occ. Status: Basement: Manufactured Home Information Setback Information Shoreline&Planning Information : y Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body: Model: Width: Ft. Rear: Ft. Slope: Ft. Shoreline Desig.. Side 1: Ft. Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Building State Fee GMM 12/18/201 $4.50 S1201300000001 Re-Roof Fee GMM 12/18/201 $ 117.50 S1201300000001 Total $ 122.00 BLD2013-01091 Please refer to the following pages for conditions of this permit. Page 1 of 3 CASE NOTES FOR BLD2013-01091 i CONDITIONS FOR BLD2013-01091 1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800 47- 82. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 2) Owne /Agg is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X f 3) Single rafter joist roof replacement shall be insulated to a minimum of R-38 allowing for a minimum of one-inch continuous vented airspace above the level of insulation. X 4) Existing of deck shall be insulated to a minimum of R-38 if: The roof is un-insulated or existing insulation is removed to the level of the sheathing, OR All insulat fin roof/ceiling was previously installed exterior to the sheathing or non-existent. X 5) WIND LOADS- Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic wind speed for Mason County is 85 MPH. X - W 6) REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the manufacturer's installation instructions. A drip etige shall be provided at eaves and gables of shingle roofs. (IRC 2012 R905.2.8.5) X 4 7) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of/ANashington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in per mi vo ion. X BLD2013-01091 Please refer to the following pages for conditions of this permit. Page 2 of 3 8) The demolition and disposal of debris must meet the regulations of Mason County and Olympic Region Clean Air Agency(ORCAA). It is unlawful for any person to cause or allow the demolition (or major renovation) of any structure unless all asbestos containing materials have been identifie and removed from the area to be demolished. Work shall not commence on an asbestos project or demolition project unless the owner or operato as obtained written approval from ORCCA.2490 B Limited Lane NW, Olympia WA 98502, 360.586.1044/800.422.5623 www.orcaa.org X . 9) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with t4l international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspe r sh be made prior to requesting additional inspections. X 10) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to requqPt a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Maso 0 ordinances and building regulations. X - 11) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action f a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder Wove evented action from being taken. No more than one extension may be granted. X OWNER/ BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s) for review and inspection. This permit/application becomes null &void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PER T APPLICATION 01 180 DAYS WILL INVALIDATE THE APPLICATION. x'/' Zl ' 6; /1-9-4)/ 3 Signature ,,�� `` Date _, � (Z4�4 " k_A OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) BLD2013-01091 Please refer to the following pages for conditions of this permit. Page 3 of 3 00 o CONCRETE MECHANICAL MANUFACTURED HOME > 0 Date By ic w Footings !Setbacks Gas Piping Ribbons 3 o Interior Date By Interior-Date By Date By 0 Exterior Date By Exterior-Date By Set-up 0 Point Load I Isolated Footings INSULATION Date By 0 BG/SLAB INSULATION = Date By Data By FIRE DEPARTMENT D Foundation Walls Floors Date By X Date By Data By M DECKS FRAMING Walls Date By Date B Data By PROPANE TANKS PLUMBING vault DBLQ By Date By _ OTHER Groundwork Attic Date B Date By Type. y Date By D.W.v DRYWALL Type_ Int Brace Wail Date By W Date By Date By r FINAL INSPECTION ti Water Line Firs Seperation N cn Date By Date By Date�,�_/ BV O g Pass Or Request Inspect. Type of Insp. Fail Date Date Done By , Comments CD o r � 0 0 0 0 a o' _ CA O Vl fD 3 N (D 0 MASON COUNTY f PERMIT loci DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING.FIRE MARSHAL WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext.352 zx_u PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext.352 BUILDING PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: C#AlLLES #., A�b 772yS7- NAME:R!C!r- +tom mil S'7' MAILING ADDRESS:' 30/ "54twi4-Y /oG MAILING ADDRESS: 2570 7 A,'�' '!C L.N. 5LQ CITY: y ©N STATE: LcJA ZIP: IL L CITY: d`X0J f* STATE: W4 . ZIP: 90572 PHONE: CELL: PHONE: ., -32&r_ELL: 360 7a(-o V4 9 EMAIL: EMAIL : /a r i !' W.,/d6 U,= , n e fi L&I REG 4)LcK R-C- al Re-IL EXP. V PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) FIRE DISTRICT LEGAL DESCRIPTION(ABREVIATED):7Mcr /7 SL#NNY r,3J 4r_R —J&_J RLA-TS es 3q S7xio02S� SITE ADDRESS 130/ /Vt WAJ0 104 CITY uN/aN COA. RS-9z DIRECTIONS TO SITE ADDRESS !LV _2i 4,�,¢S7- ©l- lAi N . GA�A6 E ON 600 c H S r DE of M PW 11-5' IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE ❑ RIVER/CREEK❑ POND X WETLAND ❑ SEASONAL RUNOFF❑ STREAM R DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES NO ❑ TYPE OF JOB: NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR X OTHER ❑ USE OF STRUCTURE(RESIDENCE,GARA E ETC.) IS USE: PRIMARY p SEASONAL. NUMBER OF BEDROOMS NUMBER OF BATHROOMS DESCRIBE WORK Rk_4/Dk #10 b 021�_ tzma F SQUARE FOOTAGE: 1 ST FLOOR sq. ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq. ft. DECK sq. ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE Lt$O sq.ft. ATTACHED ❑ DETACHED X CARPORT sq.ft. ATTACHED ❑ DETACHED❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or' construction work is,suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSP ION.INAC �Y F THIS PERMIT APPLICATION OF 180 DAYS WI INVgL(DATE THE APPLICATION. X lL/e/do/3 Signature of Applicant Date X OWNER / REPRESENTATIVE /CONTRACTOR Print Name (CIRCLE TO INDICATE) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL FEE'S TOTAL VALUATION: BUILDING PERMIT FEE FIRE ACCESS AND GRADE PLAN REVIEW GEO- TECH REVIEW PLUMBING&BASE FEE STORMWATER REVIEW MECHANICAL&BASE FEE TOTAL FEES WOOD/GAS/PELLET STOVE VIOLATION INVESTIGATION FEE PLANNING REVIEW FEE VIOLATION FEE Request To Revise An Approved Plan Permit Number: BLD /3 - �� Name � ., ,216"t X(ce iZ C 7 Parcel PhoneNumberdayfime Project Address 23o/ ll—ley,+V /o 6 Mailing Address 1?57z7 &A). !. .j Please provide a complete, detailed description of the proposed revisions to the approved plans: A6 / ,T- GtW#9 S 2 i� 5 r�� �' /'crko� OA kX(S7"i A,4 AIZ/&f♦ .4�- woke 7?xY e; Cuffs VARA y iAJ n3 r'..i `—/?/-/S �'� Vj11 @ AJ i S 7a Sfii cV Are two sets of the revised plans or addendum indicating the changes included? , Yes ❑ No Are the approved site plans included? ❑ Yes .Alf No Are the revisions clearly and accurately identified on the plans or addendum? A'Yes ❑ No Does the plan contain an engineer's or architect's lateral or vertical analysis? ❑ Yes Ar No If Yes,Has the engineer or architect approved this revision? ❑ Yes ❑ No Is a stamped and signed approval included with this request? ❑ Yes ❑ No (Note:No structural changes to a"desimed"plan will be approved without the written consent of the eneineer and/or architect of record.) Does the proposed revision modify the footprint or location of the structure? ❑ Yes .k'No If Yes, Is a revised site plan,with all new setback dimensions included with this request? ❑ Yes ❑ No Additional Information: Applicant's signature \ Date: o v7D/ Office Use Only Received by: Date Seat Assigned To Approved By Date Original Valuation: $ Additional Valuation: $ Sq.Ft. x$ $ Sq. Ft. x$ $ Total New Valuation S Additional Fees: Additional Planning Dept. $ Additional Plan Review $ .OD Additional Conditions /Comments: Additional Building Permit 2Z75 Ida,J ZLzpk /0/ Additional Plumbing $ Additional Mechanical $ al�l�l llL ??7$ Additional E.H.Dept $ Other04 1— $ Total Amount Due: $ �� Amount To Be Paid Up-Front$ I X(S C f �c VENT I AT 1 Sq Ft Per 150 Sq Ft i I 1 i i l j l I i t i i 1 I 1 { f MUST ,A rFT A.: L C::R 7 ENT WASHIN&ON' ETA i E CODES CHANGES HE5F Pt. r;u j�i11ry� � SUBMIT CHANGES FOR APPROVAL it -�• PRIOR TO PrRf ORMING WORK ON THE JOB SITE FOR INSPECTION j MD���- +rj Z> ��� In (2ki2rlA I T r(4b C30 h ESE PL!N ON I THWO CHANGES C L-)Y, SIJBMIT CHANGES MR AQPROV',AL r o i jq I Nl' PECYII PRIOR TO WORtk Ar r3 gA-o 7-P �o wall I � ` i : N UST :,r Al WkSHI GTON CiTATEICOD s 2- h -rolo ")x 3 4-r i Pa9e Project: Debbera Coker / Location: Roof Rafter 1 Vol Mason County Permit Assistance Roof Rafter 426 W Cedar Street of [2009 International Building Code(2005 NDS)] Shelton,WA 98584 1.5INx11.25INx22.0FT(20+2)@16O.C. #2-Hern-Fir-Dry Use StruCalc Version 8.0.113.0 2/20/2014 1:37:25 PM Section Adequate By:25.8% LOADING DIAGRAM Controlling Factor: Moment DEFLECTIONS Center Right Live Load 0.58 IN U439 0.01 IN 21J6380 Dead Load 0.24 in 0.00 in Total Load 0.81 IN U311 0.00 IN 21Jlnfinity Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 RAFTER REACTIONS LOADS REACTIONS Upper Live Load @ A 250 pif 333 lb Upper Dead Load @ A 104 plf 139 lb Upper Total Load @ A 354 plf 472 lb Lower Live Load @ B 303 plf 403 lb 20n n� Lower Dead Load @ B 128 plf 170 lb Lower Total Load @ B 430 plf 573 lb RAFTER SUPPORT DATA A B RAFTER LOADING Bearing Length 0.78 in 0.94 in Uniform Roof Loading RAFTER DATA Interior Eave Roof Live Load: LL 25 psf= Span Length 20 ri 2 ft Roof Dead Load: DL= 10 psf Slope Adjusted Spans And Loads Rafter Pitch 4 :12 Interior Span: L-adj= 21. ft Roof sheathing applied to top of joists-top of rafters fully braced. Roof Duration Factor 1.15 Eave Span: L-Eave-adj= 2.11 ft Peak Notch Depth . Rafter Live Load: wL-adj= 30 plf Base Notch Depth 0.00 Eave Live Load: wL-Eave-adj= 30 plf Rafter Dead Load: wD-adj= 13 plf MATERIAL PROPERTIES Rafter Total Load: wT-adj= 43 plf #2-Hem-Fir Eave Total Load: wT-Eave-adj= 43 plf Base Values Adiusted Bending Stress: Fb= 850 psi Fb'= 1124 psi Cd=1.15 CF=1.00 Cr-1.15 Shear Stress: Fv= 150 psi Fv'= 173 psi Cd=1.15 Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Min. Mod. of Elasticity: E_min= 470 ksi E_min'= 470 ksi Comp.L to Grain: Fc--L= 405 psi Fc-L'= 405 psi Controlling Moment: 2355 ft-lb 9.999 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 .Controlling Shear: -454 lb 19.922 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on spans)2,3 Comparisons with required sections: RecM Provided Section Modulus: 25.14 in3 31.64 in3 Area(Shear): 3.95 in2 16.88 in2 Moment of Inertia(deflection): 102.99 in4 177.98 in4 Moment: 2355 ft-lb 2964 ft-lb Shear: -454lb 1941 lb ' Project: Page Deb Coker / Location: Roof Beam 2 ;; Masonora County Permit Assistance Roof Beam 426 W Cedar Street (2009 International Building Code(2005 NDS)J Shelton,WA 98584 3.5INx12.0INx16.0FT g 24F- 4-Visually Graded WesterkSpecies-Dry Use Section Adequate By:35.3% ` StruCalc Version 8.0.113.0 2/20/2014 1:38:34 PM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.49 IN L/394 Dead Load 0.23 in Total Load 0.72 IN L/267 Live Load Deflection Criteria: L/240 Total Cbald[Deflection Criteria: L/180 REACTIONS A B Live Load 2400 lb 2400 lb Dead Load 1146 lb 1146 lb Total Load 3546 lb 3546 lb .: Bearing Length 1.56 in 1.56 in BEAM DATA 16 ft Span Length 16 ft Af Unbraced Length-Top 2 ft Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 ROOF LOADING Roof Duration Factor 1.15 Side One: MATERIAL PROPERTIES Roof Live Load: ILL= 25 psf = 24F-V4-Visually Graded Western Species Roof Dead Load: DL 10 psf Base Values Adjusted Tributary Width: TW= 10 ft Side Two: Bending Stress: Fb= 2400 psi Controlled by: Roof Live Load: LL= 25 psf Fb_cmpr= 1850 psi Fb'= 2741 psi 265 Roof Dead Load: DL= 10 psf Cd=1.15 C/= Tributary Width: TW= 2 ft Shear Stress: Fv= 65 psi Fv'= 305 psi Wall Load: WALL= 0 plf Cd=1.15 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Min. Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Adjusted Beam Length: Ladj= 16 ft Comp.-L to Grain: Fc--L= 650 psi Fc-l'= 650 psi Beam Self Weight: BSW= 9 plf Beam Uniform Live Load: wL= 300 plf Controlling Moment: 14185 ft-lb Beam Uniform Dead Load: wD_adj= 143 plf 8.0 ft from left support Total Uniform Load: wT= 443 plf Created by combining all dead and live loads. Controlling Shear: 3546 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided /J Section Modulus: 62.09 in3 84 in3 Area(Shear): 17.45 in2 42 in2 Moment of Inertia(deflection): 340.38 in4 504 in4 Moment: 14185 ft-lb 19190 ft-lb Shear: 3546 lb 8533lb �l j> 2D13-DIDg/ 3 )/ � V �t1 ���5 n�J • o SF qTF O Fkc COP I-sE PLANS MUST f-tJ- ON THE*J 0 B SITE FOR INSFE'CTION CHANGES SUBMIT C' ANC._5 t`!: APPROVAL MUST ' =ct A., L CURREIr; PRIOR TO PERT—,JkMiNG WORK WASHINGi JN STATE CODES REVIEWED FOR CODE COMPLIANCE MASON COUNTY BUILDING DEPARTMENT Date —�