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Home My WebLink AboutBLD2015-01016 Room, Deck - BLD Permit / Conditions - 2/1/2016 Inspection Line(360)427-7262 ��EaxN cot,.` MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County Bldg. 8 615 West Alder Street Shelton, WA 98584 'xw RESIDENTIAL BUILDING PERMIT BLD2015-01016 OWNER: MARY ELMORE RECEIVED: 12/4/2015 CONTRACTOR: LICENSE: EXP: ISSUED: 2/1/2016 SITE ADDRESS: 1260 E OLD RANCH RD ALLYN EXPIRES: 8/1/2016 PARCEL NUMBER: 122175000103 LEGAL DESCRIPTION: LAKELAND VILLAGE 11 LOT: 103 PROJECT DESCRIPTION: DIRECTIONS TO SITE: SEWING ROOM ADDITION AND SMALL DECK ST RT 3 TO ALLYN, L ON HOMESTEAD DR FOLLOW TO OLD RANCH RD TO SITE ADDRESS ON THE RIGHT SIDE General Information Construction&Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: VB Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: R3 Lot Size: Deck: 55 Type of Work: ADD Fire Dist.: 5 No. of Stories: Occ. Load: Building:222 Valuation: $ 25,926.06 Building Height: Occ. Status: Basement: Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: W Ft. Shoreline: Ft. Water Body: Rear: E 33.0 Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: N 5.0 Ft. Shoreline Desig.: Not Applicable Year: Serial No.: Side 2: S Ft. I Comp. Plan Desig.: Urban Growth Area Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee GMM 12/4/2015 $260.88 S1201500000001 Planning Review Fee GMM 12/4/2015 $205.00 S1201500000001 Building State Fee CRE 1/25/2016 $4.50 S2201600000001 Building Permit Fee CRE 1/25/2016 $401.35 S2201600000001 Total $871.73 BLD2015-01016 Please refer to the following pages for conditions of this permit. Page 1 of 5 CASE NOTES FOR BLD2015-01016 CONDITIONS FOR BLD2015-01016 1) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 2) All property lines shall be clearly identified at the time of foundation inspection. X 3) All construction and demolition debris must be removed from the site after project completion. Proper s osal of construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X 4) Temporary erosion control measures must be implemented to prevent water quality degradation of adjace waters or properties. Silt fencing, straw, or surface matting must be installed and maintained until upland vegetation has become established. X r I - 1-17 5) All surface water and potential runoff from the proposed development will be controlled on site in drywells and infiltration trenches, and shall not ad frsely affect any adjacent properties, cause sediment deposits, nor increase the velocity flow entering or abutting to any state or counW c ert orJdifefrsystem or road way. X 6) Cor4c�r� I achate and wash water must be contained during construction pouring, such that water quality degradation of adjacent waters does not occur. X 7) Lanc gs and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your pr Site Plan" to ensure these structures are shown and meet the setback conditions listed. X 8) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure thesestructures meet the setback conditions listed. 9) 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—7-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X BLD2015-01016 Please refer to the following pages for conditions of this permit. Page 2 of 5 10) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will t be 9ranted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building zw" t r to any further inspections being performed or approvals granted. 11) Own Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X - 4 12) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. T e permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or l removaap oved documents will result in failure of required building inspections. X C, 13) All wall cavities serving as exterior walls, exposed during construction or remodeling work shall be insulated to the full depth of the wall cavity and inspe prior to covering. Insulation R-values shall be as follows: 2x4 wall cavities min. R-15 and 2x6 wall cavities min. R-21. X 14) THE FOU ION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X 15) The"approved"site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved" site plan is not on site, then E oval I not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the in p rtment prior to any further inspections being performed or approvals granted. 16) 2012 IECC/Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine-4C, Window(Max U-Factor):0.30, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10. In additio the following credits from R406.2 shall be completed as follows: X 17) Concrete u ed for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical #kete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). X BLD2015-01016 Please refer to the following pages for conditions of this permit. Page 3 of 5 18) Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer specifications and in accordance with IRC Section R315. Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. EXISTIN9 DWELLINGS shall be equipped with carbon monoxide alarms when alterations (including addition or alteration of fuel burning appliances), repair additions requiring a permit occur, or when one or more sleeping rooms are added or created. X 19) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150' from an approved access ad. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where suc ds connect with a cDimty maintained public road or to another fire apparatus access road which connects to a county maintained public road. X 20) 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 ashington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permi ocation. X 21) Th placement of buildings and structures on or adjacent to slopes steeper than one unit vertical in three units horizontal (33.3% slopes) shall conform to the International Residential Code Section R403.1.7 for descending or ascending slopes. Alternate setbacks may be approved subject to approval of the building official based upon the investigation and recommendations of a qualified engineer licensed in the State of Washington. Such an investigation shall include consideration of material, height of slope, slope gradient, load intensity, and erosi haracteristics of slope material. 22) All property lines shall be clearly identified at the time of foundation inspection. X 23) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to reque inal inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Maso Co ty ordinances and building regulations. X 24) 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 for period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder a evented action from being taken. No more than one extension may be granted. X 25) Pressure eated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, con s, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X BLD2015-01016 Please refer to the following pages for conditions of this permit. Page 4 of 5 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 Vat the information provided is accurate and grants employees of Mason County access to the above described property and structure(s) for review and inspe , ion. This permit/application becomes null &void if work or authorized construction is not commenced within 180 days or if constructi n v�ork is suspendeMorioperiod of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT, "PPLICATION OF S WILL INVALIDATE THE APPLICATION. (S7;;7ture Date J / OWNER - REPRESENItoin!cate) - CONTRACTOR Print Name (Circle on BLD2015-01016 Please refer to the following pages for conditions of this permit. Page 5 of 5 PLANNINGr%'X a ip%&,]r% %E&W W W- '—1 M4 1 lj� gas 4 44- ZZ 1 75--o U 0/93 lo �DEA p•-•.^�-_mil. ,�r'!T�.. ,.�: �' .,fit: •ay. lg DEC 0 4'201Ftp - ep j ( G .• U' • � f1 - � I�` ton i r� q AteAPPROVtD .0UNTY DCD PLANNING rr -- fN6p,&rN REQUIRED TO BE ON SI;E - V CHAN •ES SUBJECT TO APPROML BY Date tl2,t W(b 11�I 0 COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT a SEC/ Ventilation Code Compliance p Application Submit with heating/cooling system size worksheet (see instructions #4) Owner: Parcel#: Type of project: m dce� JZZ U- 50-- od 16 Total Sq. Ft. 15 Floor : 2" floor: Heated Basement: of heated area:: aaa au dd 'nc dd, 0 UCH S . Heating System Typerrnace tric wall he r O lectnc Central Furnace O LPG Furnace ® Heat Pump with electric fO Heat purrwith gas furnace O Ductless Heat Pump O Boiler, specify fuel type: O Other: Specify: i Prescriptive Option Table R402.1.1 Compliance Method O Component Performance, R402.1.3 — Calculation worksheets required Check one:: O Other (Specify): Check one O Whole House Ventilation system • Whole House Ventilation O Other, Ventilation using exhaust fans&window or Integrated with a Forced Air describe: System wall fresh air vents (M1507.3.4) System (M1507.3.5) Referencing Table R406.2, "Additional Residential Energy Efficiency Requirements," all residential units must develop credits as specified in Table 406.2. Identify and describe which option(s)will be used to comply. If the table is not attached to this form you can access the table on our website at: http://www.co.mason.wa.us/forms/Community Dev/index.php. Additional Energy a) Description: Small dwelling units with less than 1500 sq. feet of heated or cooled Efficiency space and less than 300 sq. ft fenestration (see definition below) or additions to an Requirements existing building that is less than 750 sq. ft. of heated area. To use this option Energy credits complete a window schedule in order to verify that the fenestration area does not exceed 300 sq. ft. Fenestration is defined in the IECC as skylights, roof windows, required: vertical windows, opaque doors, glazed-doors that include products with glass and _ non-glass glazing materials. — 0.5 points b) Medium dwelling units not includes in a) above, or b) below— 1.5 points c) Large dwelling unit is a dwelling unit that exceeds 5000 sq. ft, of heated or cooled floor area. — 2.5 points. RECEIVE" Describe Energy Credit Option(s): DEr, 0 4 2015 Using Option number(s): 14,Q • • FENESTRATION SCHEDULE USE FOR ENERGY CREDIT, a) SMALL DWELLING OPTION & COMPONENT PERFORMANCE COMPLIANCE List all windows, doors, skylights. (if needed, attach an additional sheet) 'Fenestration is defined in IECC Chapter 2 as skylights, roof windows, vertical windows, opaque doors, glazed-doors that include products with glass and non-glass glazin materials. Manufacturer Location U-Factor Size Quantity Total rough opening) Square Feet JV IN fS Total Fenestration: windows, skylights and door area Project: Pase Curtis EK Location: Uniformly Loaded Floor Beam 12 i Mason County Permit Assistance Center Uniformly Loaded Floor Beam 426 W Cedar Street or [2009 International Building Code(2005 NDS)] Shelton WA 98584 3.125 IN x 7.5 IN x 4.0 FT StruCalc Version 8.0.113.0 1/25/2016 1:06:33 PM 16F-1.3E-Stress Class Rated Western Species-Dry Use Section Adequate By:576.8% LOADING DIAGRAM Controlling Factor: Shear DEFLECTIONS Cen er Live Load 0.01 IN U7440 Dead Load 0.00 in Total Load 0.01 IN U5289 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS a 5 Live Load 320 lb 320 lb Dead Load 130 lb 130 lb Total Load 450 lb 450 lb Bearing Length 0.46 in 0.46 in r77��_7 BEAM DATA Center Span Length 4 ft Unbraced Length-Top 0 ft Floor Duration Factor 1.00 FLOOR LOADING Camber Adj. Factor 1.5 Side 1 Side 2 Camber Required 0 Floor Live Load FILL= 40 psf 40 psf Notch Depth 0.00 Floor Dead Load FDL= 15 psf 15 psf MATERIAL PROPERTIES Floor Tributary Width FTW= 2 ft 2 ft 16F-1.3E-Stress Class Rated Western Species Wall Load WALL= 0 plf Base Values Adjusted BEAM LOADING Bending Stress: Fb= 1600 psi Controlled by: Beam Total Live Load: wL= 160 plf Fb_cmpr= 925 psi Fb'= 1600 psi Beam Total Dead Load: wD= 60 plf Cd=1.00 Beam Self Weight: BSW= 5 plf Shear Stress: Fv= 195 psi Fv'= 195 psi Total Maximum Load: wT= 225 plf Cd=1.00 Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Min. Mod. of Elasticity: E_min= 670 ksi E_min'= 670 ksi Comp.-L to Grain: Fc--L= 315 psi Fc-1'= 315 psi Controlling Moment: 450 ft-lb 2.0 ft from left support Created by combining all dead and live loads. Controlling Shear: -450 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 3.38 in3 29.3 in3 Area(Shear): 3.46 in2 23.44 in2 Moment of Inertia(deflection): 5.32 in4 109.86 in4 Moment: 450 ft-lb 3906 ft-lb Shear: -450 lb 3047lb page Project: Curtis EK / Location: Uniformly Loaded Floor Beam 11 '4 Mason County Permit Assistance Center Uniformly Loaded Floor Beam 426 W Cedar Street °r [2009 International Building Code(2005 NDS)] Shelton WA 98584 3.5 IN x 7.25 IN x 7.0 FT StruCalc Version 8.0.113.0 1/25/2016 1:01:59 PM #2-Hem-Fir-Dry Use GRAM Section Adequate By: 37.7% LOADING DIA Controlling Factor: Moment DEFLECTIONS Center Live Load 0.09 IN L/936 Dead Load 0.04 in Total Load 0.13 IN L/671 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 840 lb 840 lb Dead Load 332 lb 332 lb Total Load 1172 lb 1172 lb Bearing Length 0.83 in 0.83 in �n BEAM DATA Center Span Length 7 ft Unbraced Length-Top 0 ft Floor Duration Factor 1.00 FLOOR LOADING Notch Depth 0.00 Side l Side 2 MATERIAL PROPERTIES Floor Live Load FILL= 40 psf 40 psf Floor Dead Load FDL= 15 psf 15 psf #2-Hem-Fir Floor Tributary Width FTW= 3 ft 3 ft Base Values Ad'ust Wall Load WALL= 0 plf Bending Stress: Fb= 850 psi Fb'= 1105 psi Cd=1.00 CF=1.30 BEAM LOADING Shear Stress: Fv= 150 psi Fv'= 150 psi Beam Total Live Load: wL= 240 plf Cd=1.00 Beam Total Dead Load: wD= 90 plf Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Beam Self Weight: BSW= 5 plf Min.Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi Total Maximum Load: wT= 335 plf Comp.-L to Grain: Fc--L= 405 psi Fc-1'= 405 psi Controlling Moment: 2050 ft-lb 3.5 ft from left support Created by combining all dead and live loads. Controlling Shear: -1172 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 22.26 in3 30.66 in3 Area(Shear): 11.72 in2 25.38 in2 Moment of Inertia(deflection): 42.74 in4 111.15 in4 Moment: 2050 ft-lb 2823 ft-lb Shear: -1172 lb 2538lb page Project: Curtis EK Location:Collar Tie 9 I Mason County Permit Assistance Center / Collar Tie 426 W Cedar Street or [2009 International Building Code(2005 NDS)] Shelton WA 98584 1.5 IN x 5.5 IN x 8.0 FT(6+2)@ 8 O.C. StruCalc Version 8.0.113.0 1/25/2016 12:58:48 PM #2-Hem-Fir-Dry Use 1.5 x 5.5 Solid Sawn Lumber with minimum Ft=575 Section Adequate By:605.7% Controlling Factor: Moment DEFLECTIONS Center ELC11hi MATERIAL PROPERTIES Live Load 0.02 IN L/3955 -0.02 IN 21J2580 Dead Load 0.01 in -0.01 in Base Values Adjusted Total Load 0.03 IN U2444 -0.03 IN 2L/1594 Bending Stress: Fb= 850 psi Fb'= 1271 psi Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 Cd=1.15 CF=1.30 RAFTER REACTIONS Shear Stress: Fv= 150 psi Fv'= 173 psi LOADS REACTIONS Cd=1.15 Lower Live Load @ B 200 plf 133 lb Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Lower Dead Load @ B 124 plf 82 lb Min.Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi Lower Total Load @ B 324 plf 216 lb Comp.1 to Grain: Fc-1= 405 psi Fc-1'= 405 psi Collar Tie Tension 267 lb Controlling Moment: 113 ft-lb RAFTER SUPPORT DATA 5.995 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 Bearing Length 0.36 in Controlling Shear: -97 lb RAFTER DATA Interior Eave 5.821 Ft from left support of span 2(Center Span) Span Length 6 ft 2 ft Created by combining all dead loads and live loads on span(s)2,3 Unbraced Length-Bottom 0 ft 0 ft Comparisons with required sections: Read Provided Rafter Pitch 3 :12 Section Modulus: 1.07 in3 7.56 in3 Collar Tie Location 1.74 ft Area(Shear): 0.84 in2 8.25 in2 Roof Duration Factor 1.15 Moment of Inertia(deflection): 2.35 in4 20.8 in4 Peak Notch Depth 0.00 Moment: 113 ft-lb 801 ft-lb Base Notch Depth 0.00 Shear: -97 lb 949 lb RAFTER LOADING COLLAR TIE DESIGN Uniform Floor Loading 1.5 x 5.5 Solid Sawn Lumber with minimum Ft=575 Roof Live Load: LL= 25 psf Base Values Adjusted Roof Dead Load: DL= 15 psf Tension Parallel to Grain Ft= 575 psi Ft'= 992 psi Slope Adjusted Spans And Loads Cd=1.15 Cf=0.00 Interior Span: L-adj= 6.18 ft Collar Tie Location 1.74 ft Eave Span: L-Eave-adj= 2.06 ft Collar Tie Tension 267 lb Rafter Live Load: wL-adj= 16 plf Collar Tie Capacity 8183 lb Eave Live Load: wL-Eave-adj= 16 plf Nailing Required @ Both Ends Rafter Dead Load: wD-adj= 10 plf 16d Common 2 Nails Rafter Total Load: wT-adj= 25 plf 16d Sinker 2 Nails Eave Total Load: wT-Eave-adj= 25 plf 16d Box 3 Nails LOADING DIAGRAM 2ft 6ft 1.74 ft 12 ft page Project: Curtis EK Location: Floor Joist 3 t Mason County Permit Assistance Center :, / Floor Joist 426 W Cedar Street or [2009 International Building Code(2005 NDS)] Shelton WA 98584 1.5 IN x 5.5 IN x 12.0 FT(3+6+3)@ 16 O.C. StruCalc Version 8.0.113.0 1/25/2016 12:38:42 PM #2-Hem-Fir-Dry Use LOADING DIAGRAM Section Adequate By:266.7% Controlling Factor:Shear DEFLECTIONS Leif Center Riaht Live Load 0.00 IN L/8121 0.02 IN U3132 0.00 IN U8121 Dead Load 0.00 in 0.01 in 0.00 in Total Load -0.01 IN U7193 0.03 IN L/2400 -0.01 IN U7193 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 REACTIONS A ]a Q 12 Live Load 75 lb 293 lb 293 lb 75 lb Dead Load 13 lb 107 lb 107 lb 13 lb Total Load 88 lb 399 lb 399 lb 88 lb Uplift(1.5 F.S) -31 lb 0 lb 0 Ib -31 lb Bearing Length 0.15 in 0.66 in 0.66 in 0.15 in are s n a n BEAM DATA ],aft Center ]3i= Span Length 3 ft 6 ft 3 ft Unbraced Length-Top O ft O ft O ft JOIST LOADING Unbraced Length-Bottom 0 ft 0 ft 0 ft Uniform Floor Loading U2 Center ]3w Floor sheathing applied to top of joists-top of joists fully braced. Live Load LL= 40 psf 40 psf 40 psf Floor Duration Factor 1.00 Dead Load DL= 15 psf 15 psf 15 psf MATERIAL PROPERTIES Total Load TL= 55 psf 55 psf 55 psf #2-Hem-Fir TL Ad'. For Joist Spacing wT= 73.3 plf 73.3 plf 73.3 plf Base Values Adiusted Bending Stress: Fb= 850 psi Fb'= 1154 psi Cd=1.00 C1=0.91 CF=1.30 Cr-1.15 Shear Stress: Fv= 150 psi Fv'= 150 psi Cd=1.00 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-1'= 405 psi Controlling Moment: -193 ft-lb Over left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s) 1,2 Controlling Shear: 225 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s) 1,2 Comparisons with required sections: Read Provided Section Modulus: 2.01 in3 7.56 in3 Area(Shear): 2.25 in2 8.25 in2 Moment of Inertia(deflection): 3.19 in4 20.8 in4 Moment: -193 ft-lb 727 ft-lb Shear: 225lb 8251b page Project: `>. Curtis EK Location: Roof Rafter 2 i Mason County Permit Assistance Center / Roof Rafter 426 W Cedar Street ar [2009 International Building Code(2005 NDS)] Shelton WA 98584 1.5 IN x 7.25 IN x 14.0 FT(12+2)@ 16 O.C. StruCalc Version 8.0.113.0 1/25/2016 12:35:17 PM #2-Hem-Fir-Dry Use Section Adequate By:55.4% LOADING DIAGRAM Controlling Factor: Moment DEFLECTIONS C n er Right Live Load 0.27 IN L/556 0.02 IN 21J2782 Dead Load 0.15 in 0.00 in Total Load 0.42 IN L/353 0.00 IN 2L/Infinity Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: U180 RAFTER REACTIONS LOADS REACTIONS Upper Live Load @ A 150 plf 200 lb Upper Dead Load @ A 90 plf 120 lb Upper Total Load @ A 240 plf 320 lb Lower Live Load @ B 204 plf 272 lb 12 ft 2 f< Lower Dead Load @ B 126 plf 168 lb Lower Total Load @ B 330 plf 441 lb RAFTER SUPPORT DATA RAFTER LOADING A B Uniform Roof Loading Bearing Length 0.53 in 0.73 in Roof Live Load: LL= 25 psf RAFTER DATA Interior Eave Roof Dead Load: DL= 15 psf Span Length 12 ft 2 ft Slope Adjusted Spans And Loads Rafter Pitch 3 :12 Interior Span: L-adj= 12.37 ft Roof sheathing applied to top of joists-top of rafters fully braced. Eave Span: L-Eave-adj= 2.06 ft Sheathing/sheetrock applied to bottom of joists-bottom of rafters fully braced. Rafter Live Load: wL-adj= 31 pif Roof Duration Factor 1.15 Eave Live Load: wL-Eave-adj= 31 plf Peak Notch Depth 0.00 Rafter Dead Load: wD-adj= 19 plf Base Notch Depth 0.00 Rafter Total Load: wT-adj= 51 plf Eave Total Load: wT-Eave-adj= 51 plf MATERIAL PROPERTIES #2-Hem-Fir Base Values Adjusted Bending Stress: Fb= 850 psi Fb'= 1349 psi Cd=1.15 CF=1.20 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: 950 ft-lb 5.879 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -323 lb 11.642 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 Comparisons with required sections: Read Provided Section Modulus: 8.46 in3 13.14 in3 Area(Shear): 2.81 in2 10.88 in2 Moment of Inertia(deflection): 24.31 in4 47.63 in4 Moment: 950 ft-lb 1477 ft-lb Shear: -323lb 1251 lb page Project: Curtis EK / Location:Floor Joist 1 7 Mason County Permit Assistance Center Floor Joist 426 W Cedar Street °r [2009 International Building Code(2005 NDS)] Shelton WA 98584 TJI 110/9.5-iLevel Trus Joist x 24.0 FT(6+ 12+6)@ 16 O.C. StruCalc Version 8.0.113.0 1/25/2016 12:32:50 PM Section Adequate By: 142.3% LOADING DIAGRAM Controlling Factor: End Reaction DEFLECTIONS Leif Center Right Live Load -0.02 IN U3799 0.07 IN U1942 -0.02 IN U3799 Dead Load 0.00 in 0.02 in 0.00 in Total Load -0.02 IN L/3244 0.10 IN L/1485 -0.02 IN U3244 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: U360 REACTIONS 9 P Live Load 150 lb 585 lb 585 lb 150 lb Dead Load 26 lb 214 lb 214 lb 26 lb Total Load 176 lb 799 lb 799 lb 176 lb Uplift(1.5 F.S) -63 lb 0 lb 0 lb -63 lb Bearing Length 1.75 in 3.50 in 3.50 in 1.75 in Web Stiffeners No No No No sn7wr7_7112rr7 sn BEAM DATA Left Center B—ight Span Length E ft 12 ft 6 ft Unbraced Length-Top O ft O ft O ft JOIST LOADING Unbraced Length-Bottom 0 ft 0 ft 0 ft Uniform Floor Loading Left Center E= Floor sheathing applied to top of joists-top of joists fully braced. Live Load LL= 40 psf 40 psf 40 psf Floor Duration Factor 1.00 Dead Load DL= 15 psf 15 psf 15 psf I-JOIST PROPERTIES Total Load TL= 55 psf 55 psf 55 psf TL Adj. For Joist Spacing wT= 73.3 plf 73.3 plf 73.3 plf TJI 110/9.5-iLevel Trus Joist Base Values Adjusted Moment Cap: Mcap= 2500 ft-lb Mcap'= 2500 ft-lb Cd= 1.00 Shear Stress: Vcap= 1220 lb Vcap'= 1220 lb Cd= 1.00 End Reaction: Rcap= 910 lb Rcap'= 910 lb Cd= 1.00 w/web stiffeners: RcapWS= 0 lb RcapWS'= 0 lb Cd= 1.00 Interior Reaction: IRcap= 1935 lb IRcap'= 1935 lb Cd= 1.00 w/web stiffeners: IRcapWS= 0 lb IRcapWS'= 0 lb Cd= 1.00 E.I.: El= 157 Ib-in2 El'= 157 lb-in2 Controlling Moment:772 ft-lb Over right support of span 3(Right Span) Created by combining all dead and live loads. Controlling Shear: 450 lb At left support of span 2(Center Span) Created by combining all dead and live loads. Comparisons with required sections: Read Provided E.I.: 39 in2-lb E6 157 in2-lb xE6 Moment: -772 ft-lb 2500 ft-lb Shear: 450lb 1220 lb aoN Co a MASON COUPJTY PERMIT NO.tab ld&16J�610)V DEPARTMENT OF COMMUNITY DEVELOPMENT BUILD.TNG L711LANNING OF.TRE MARSHAL WWWV.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. III,�26 West Cedar Street (360)275 4467 Belfair ext, 352 18.W' PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext. 352 1 n UIONG BUILDING PERMIT APPLICATION -Al J UC1 A �i- l • PIG,�J.� OWNER INFORMATION: CONTRACTOR INFORM TION: NAME: Allhe If. C i9 _ NAME: - MAILING RESS:rc./&GU MAILING ADDRESS:. — — CITY: l /✓ STATE: ZIP: $Z CITY: -TATE:- ZIP: - PHONl - 7S CELL - 9 PHONE: CELL: EMAIL: r c __ EMAIL : — - PARCEL INFORMATION: 62:C¢ C ��3•��i7.62I U PARCEL NUMBER(12 DIGIT NUMBER)_ l�F b/a3 __FIRE DISTRICT_'S. LEGAL DESCRIPTION ABBREVIATE ): — SITE ADDRESS l V CITY DI TIONS TO 51TE ADDRESS ' IS PRO RTY WITHIN 20 FT: D�� SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND❑ SEASONAL RUNOFF ❑ STREAM❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NOk TYPE OF JOB: NEW ❑ ADDIT�ON X ALTERATION ❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE SIDENCE,GARAGE E�1C.). IS USE: PRIMARY%, SPASONAL ❑ 1 NUMBER OF BEDRQOM_S QNUMBER OF BATHROOMS DESCRIBE WORK--,* T✓emu �f �� /��_ 'y` �� a %�'' SQUARE FOOTAGE: — I ST FLOOR_2_____sq.ft. 2ND FLOOR— sq. ft. 3RD FLOOR sq. ft. BASEMENT -� _-sq.ft. DECK s .ft. COVERED. '� sq.ft. STORAGE_sq. ft, OTHER -� sq.$. q GARAGE sq. ft. ATTACHED ❑ DETACHED ❑ CARPORT _sq. ft. ATTACHED ❑ DETACHED❑ MANUFACTURED E INFORMATION:�/ *4 COPIES OF THE FLOOR PLAN \�AQODEL YEAR LE WIDTH BEDROOMS_ ATHS [JMBER 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 INSPEP;jI, N. INACTIVITY OF TH �ERMIT APPLICATION OF 180 DAYS WILL INVALIDATE�TIE APPLICATION. Date ignaturq-of A. Mant X �i 1�. ? _ _ OWNER/ REPRESENTATIVE /CONTRACTOR --� I' �- """ " 1 (CIRCLE TO INDICATE) Print Name DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTESlCONDTTIONS Bi TILDING DEPARTMENT A-0 PLANNING DEPARTMENT i goN coal MASON COUNTY PERMIT Wa. IA DEPARTMENT OF COMMUNITY DEVELOPMENT SUILDING 13PLANNING OFIRE MARSHAL VnM.CO.MASON.WA.US (360)427-9670 Shelton ext.352 Mason County Bldg. 111,1426 West Cedar Street (360)275-4467 Belfair ext. 352 iRsl PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext. 352 ~' .UMBING &;MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR 11N1ITnDA4A'r1nN• NAME: /�. _ NAME: MAILING AD RESS:/ =10 o1 ✓ MAILING ADDRESS: _ CITY: ,�l?�_STATE:_ �4 ;ZIP: Z CITY:, STATE:_ ZIP: _- PHONEj - �S�pS�f1iJ CELL,?o gyq�y�/_ PHONE: CELL: EMAIL: yc✓6/yam/rL�✓rt 9G17 �N.t _ EMAIL _- --- - L&I REG EXP. PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER): ia,2 7' Po_ Q/p 3 _ LEGAL DESCRIPTION(ABBREVIATED): SITE ADDRESS: E DIlZECTIONS TO SITE ADDRESS: 463 Zel B/J IG• �1Ley a_yG�"n TYPE OF JOB NEW ADD _ALT _REPAIR OTHER USE OF BUILDING_ /Zoo", _ LOCATION OF FIXTURES/UNITS-- 1ST FLOOR 2NDFLOOR BASEMENT GARAGE OTHER _ PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric_LPG Natural Gas__Heat Pump_ Toilets Type of Unit No.of Units Fees Bathroom Sink Furnace _ Bath Tubs Heatpump Showers Spot Vent Fan Water Heater Propane Tank Clothes Washer Gas Outlets _ Kitchen Sinks Wood/Gas/Pellet Stove Dishwasher _ Kitchen Exhaust Hood _ Hosebibs Dryer Vent -� Other Other i5X lemll'0-1 --f-=- Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL _ OWNER/BUILDER acknowledges submission ofinaccurate 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 permit/application becomes null&void if work or a access to the above described property and structure(s)for review and inspection.This uthorized 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 PERMIT APPLICATION OF 180 DAYS VVILL INVALIDATE THE APPLICATION. >1 2 /�— gnature6f Ap scant Date _ Owner/Owners Representative/Contractor Tint Name (indicate which one) DEPARTMENTAL REVIEW APPROVE DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT