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HomeMy WebLinkAboutBLD2018-00625 SFR - BLD Application - 6/14/2018 MASON COUNTY COMMUNITY SERVICES r PERMIT ASSISTANCE CENTER: Permit No: •BUILDING•PLANNING-PUBLIC HEALTH-FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98684 Phone Shelton:(360)427-9670 ext.352-Fax:(360)427-7798 Phone gs Belfair.(360)275-4467-Phone Elma:(360)482-5269 BUILDING PERMIT APPLICATION 61S�,y PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: st f NAME: �` I L t. NAME: S,I„m MAILING ADD SS: q D MAILING ADRESS: CITY T t STATE: VA ZIP: 1,16366 CITY: STATE: PHONE#1: y PHONE: CELL: PHONE#2: EMAIL : 'Is EMAIL: o L&I REG# EXP. PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER❑ NAME 54 wV— EMAIL MAILING ADDRESS CITY STATE ZIP-- PHONE CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) t ;t a\4f- 57y— ©0 4 P ZONING LEGAL DESCRIPTION(Abbreviated) FIRE DISTRICT SITE ADDRESS 13W E A )Ua h CITY DIRECTIONS TO SITE ADDRESS IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NOR"" 1S PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW Rr' ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.) J f IS USE: PRIMARY[]"SEASONAL❑ NUMBER OF BEDROOMS 3 NUMBER OF BATHROOMS 2- 5 HEATED STRUCTURE? YES(Whole Bldg)go" YES(Para fsj of Bldg) ❑ NO ❑ DESCRIBE WORK (AAA „���_ 000 SOUARE FOOTAGE: (propose+existing) 1ST FLOORA_V92 sq.ft. 2ND FLOOR—72 1 sq. 11. 3RD FLOOR sq.ft. BASEMENT sq. It. DECK sq. ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE_sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER / NEW❑ EXISTING PLUMBING IN STRUCTURE? Y NO❑ If yes, attach completed Water Adequ/a/cy Form PERIMETERMOUNDATION DRAINS PROPOSED? YES ❑ Nn❑ EXISTING SQ.FT. EXISTING BEDROOMS D PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that 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 and I further declare thata 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 legal representative,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 ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) x Is — 1`i-►� ar'S ignature of OWNER(Must be sinned by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT 7Z. 1-3trt PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON COUNTY RECEIVED i COMMUNITY SERVIC Ltlf Building.Planning,Environmental Health,Community Health G JL� , 4 2a Physical and Mailing Address: 615 W Alder St., Bldg 8, Shelton, WA 98584 615 Shelton Phone: (360)427-9670 ext 352 •:- Fax (360)427-7798 A er:St PLUMBING & MECHANICAL PERMIT APPLICATION Permit#: I OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: �;onPp_r' l �trS, 1,nr, NAME: MAILING ADDRESS: T 0 i9x 101 MAILING ADDRESS: CITY: STATE:_ZIP: CITY: STATE: ZIP: 15t PHONE:360 34 p$3j q PHONE: CELL: 2nd PHONE: EMAIL: EMAIL: o+�OV- f L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER (12 Digit Number): aat� y� - ��b�a Zoning: LEGAL DESCRIPTION (Abbreviated): SITE ADDRESS: c� i2 'rc' . SJffz- � CITY: 14I�Y, DIRECTIONS TO SITE ADDRESS: TYPE OF JOB/WORK: NEW Z ADD ALT REPAIR OTHER USE OF BUILDING 5� PLUMBING FIXTURES MECHANICAL UNITS [] Electric in-wall heaters(no fee) Type of Fixture No. of Fixtures Fuel Type Fees Type of Unit No. of Units Fuel Type Fees Toilet(s) Furnace [E/G/LPG] Bathroom Sink(s) -� Heat Pump [E/G/LPG] Bath Tub(s) 1 o Ductless H.P. _� [E/G/LPG] Shower(s) 1 Spot Vent Fan Water Heater(s) [E/G/LPG] Propane Tank ) L_ga[.] Clothes Washer(s) 1 [E/G/LPG] Gas Outlet(s) Kitchen Sink(s) Heat Stove [E/G/LPG/W] Dishwasher(s) ► Kitchen Exhaust Hood Hose bib(s) Dryer Vent Other Solar Panel Other Other Plumbing Subtotal Mechanical Subtotal Plumbing Base Fee Mechanical Base Fee Final Inspection Fee Final Inspection Fee TOTAL PLUMBING TOTAL MECHANICAL 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 PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X 4 -21Y � - k, ignature of Applicant Dat6 ' X_ �_4& . Owner/Owners Representative/Contractor rint Name (Circle one) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS O Building O Fire Marshal O Permit Tech (OTC permit only) VISit LIS on-lint: iittp.//www.co.inason.wa.us/community_dev/ Rev:3/08/201.7 Permit number BLD Mechanical Permit Checklist • Name of owner: Name of Installer: • Fuel Type? LPG Nat Gas Electric Other • If propane, what is the proposed size of tank(s)? • What tvpe of mechanical unit will be installed?(i.e.freestanding stove,forced air furnace, etc.) • If the unit is a wood stove, provide: Make Model Year Label Number • What is the use of the structure? (Circle one) Residential Commercial (A permit application for a commercial mechanical permit will be issued upon satisfactory review by staff. Include a floor plan showing the location of unit(s)and layout of duct work with the permit application) • Type of structure: (Circle one) Site Built Home Manufactured Home Other • What room will the mechanical unit be located? • Will the unit be located in a basement?(circle one) Yes No • How will combustion air be supplied to the mechanical unit? (Describe, i.e. direct vent, air inlets, etc.) • How will the mechanical unit be exhausted to the outside? Applies to appliances using gas, oil or wood fuel. (Indicate B-vent, direct vent,L-vent,etc.) • What year was the structure constructed? Was this structure part of a PUD upgrade? • What type of controls will be installed? (i.e. thermostat, etc.) • Will the proposed mechanical unit be a heat source?(circle one) Yes No • Additional information: Signature of Applicant Date Typical mechanical fees: Forced air furnace $ 18.30 Heat pump 18.20 Propane tank 73..00 Gas Outlets 6.20 additional outlets over 1-5 ($1.20 each after 5) Mechanical base fee 28.50 or$ 9.00 if base fee was paid on an active building or mechanical pernut Freestanding unit, fireplace, pellet stove or wood stove $73.00 Final Inspection fee 73.00 Name 7n,,*w tA►-y 1^t, Parcel# BLD# �IJA/ —09W— Mason County %c It Department of Community Development 1 v! Parcel tormwater Management Application/Worksheet (page 1 of N 1 Per Mason County Code, Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is 410f@ made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 'Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area *All dimensions in feet Buildings (OS X = 2860 X = Measurements for buildings are taken at the perimeter of the farthest projections(example: X = eaves/gutters) X = Driveways X = X = Length of drive begins at the right of way X = Parking Areas Y = X = Any paved, gravel or packed area per definition above table X = Patios/Walks X = X = Any paved, gravel or packed area per definition above table X = Others X = X = If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small.Parcel Stormwater Site Plan is Required Total Impervious Surface Area(sum of all areas) If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, please read,acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please read,acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 Name i 1 hC , Parcel# JQq 1°?5 - su_ppD y BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14, Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: hM?//www.co,mason.wa—us/code/commissioners/index.htm Please follow the links to "Title 14, Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document entitled "Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan". This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system (see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions, guidance and examples. (Section 14.48.130)contact Public works at: Phone: 360-427-9670 ext 450 100 W. Public Works Dr Shelton.WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or any other,parcel. You may also wish to consult with the septic design professional involved with the project. Mason County Division of Environmental Health can be reached at: Phone: 360-427-9670 ext 400 415 N.6th St— Bldg#8 lower level Shelton.WA 98584 A condition will be added to the building permit that states, in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X "G. _ c�'�,t Owner/<�ntractor(circle one)Date: Page 2 of 2 Project: ^- ���c` page Josh Luck / Location:MSF63 Mason County Multi-Span Floor Beam 615 W Alder St of [2015 International Building Code(2012 NDS)] :.- - Shelton,WA 5.125INx15.0INx21.0FT 16F-E2-E-Rated Western Species-Dry Use StruCalc Version 10.0.1.6 3/6/2018 9:30:46 AM Section Inadequate By: 123.0% Controlling Factor:Deflection/Depth Required 22.32 In. DEFLECTIONS Center LOADING DIAGRAM Live Load 1.56 IN U161 Dead Load 0.62 in Total Load 2.18 IN U115 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 7560 lb 7560 lb Dead Load 3010 lb 3010 lb Total Load 10570 lb 10570 lb Bearing Length 5.50 in 5.50 in BEAM DATA Center Span Length 21 ft Unbraced Length-Top 0 ft 21 n Unbraced Length-Bottom 21 ft Floor Duration Factor 1.00 Camber Adj. Factor 1.5 Camber Required 0.93 FLOOR LOADING Center Notch Depth 0.00 Floor Live Load FLL= 40 psf Floor Dead Load FDL= 15 psf MATERIAL PROPERTIES Floor Tributary Width Side One TW1 = 10 ft 16F-E2-E-Rated Western Species Floor Tributary Width Side Two TW2= 8 ft Base Values Admuste Wall Load WALL= 0 plf Bending Stress: Fb= 1600 psi Controlled by: Fb_cmpr= 1050 psi Fb'= 1565 psi BEAM LOADING Center Cd=1.00 Cv=0.98 Reduced Floor Live Load 40 psf Shear Stress: Fv= 215 psi Fv'= 215 psi Total Live Load 720 plf Cd=1.00 Total Dead Load 270 plf Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Beam Self Weight 17 plf Comp.-L to Grain: Fc-1= 375 psi Fc--L'= 375 psi Total Load 1007 plf Controlling Moment: 55492 ft-lb 10.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 10570 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 425.58 in3 192.19 in3 Area(Shear): 73.74 in2 76.88 in2 Moment of Inertia(deflection): 3214.37 in4 1441.41 in4 Moment: 55492 ft-lb 25060 ft-lb Shear: 10570 lb 11019lb NOTE Project: Page a--r--• -Josh Luck Location:Garage OHD Header Mason County / Multi-Span Floor Beam 615 W Alder St or [2015 International Building Code(2012 NDS)] Shelton,WA 5.5INx12.0INx21.0FT #2-Hem-Fir-Dry Use StruCalc Version 10.0.1.6 3/6/2018 9:39:13 AM Section Inadequate By:276.6% Controlling Factor:Moment/Depth Required 23.29 In. DEFLECTIONS Center LOADING DIAGRAM Live Load 1.81 IN U139 Dead Load 0.74 in Total Load 2.55 IN U99 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 3780 lb 3780 lb Dead Load 1547 lb 1547 lb Total Load 5327 lb 5327 lb Bearing Length 2.39 in 2.39 in BEAM DATA Center Span Length 21 ft Unbraced Length-Top 0 ft -- Unbraced Length-Bottom 21 ft Floor Duration Factor 1.00 Notch Depth 0.00 FLOOR LOADING Center MATERIAL PROPERTIES Floor Live Load FLL= 40 psf #2-Hem-Fir Floor Dead Load FDL= 15 psf Base Values Adiusted Floor Tributary Width Side One TW1 = 7 ft Bending Stress: Fb= 675 psi Fb'= 675 psi Cd=1.00 CF=1.00 Floor Tributary Width Side Two TW2= 2 ft Wall Load WALL= 0 plf Shear Stress: Fv= 140 psi Fv'= 140 psi Cd=1.00 BEAM LOADING Center Modulus of Elasticity: E= 1100 ksi E'= 1100 ksi Reduced Floor Live Load 40 psf Comp.-L to Grain: Fc- 1 = 405 psi Fc--L = 405 psi Total Live Load 360 plf Total Dead Load 135 pif Controlling Moment: 27965 ft-lb Beam Self Weight 12 plf 10.5 Ft from left support of span 2(Center Span) Total Load 507 plf Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -5327 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 497.16 in3 132 in3 Area(Shear): 57.07 in2 66 in2 Moment of Inertia(deflection): 2045.51 in4 792 in4 Moment: 27965 ft-lb 7425 ft-lb Shear: -5327 lb 6160lb NOTES page Project: _= J4J,sh Luck Location: Rafters Mason County Roof Rafter 615 W Alder St of [2015 International Building Code(2012 NDS)] Shelton,WA 1.5INx11.25INx22.0FT(20+2)@24O.C. #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 3/6/2018 8:16:58 AM Section Inadequate By:30.4% Controlling Factor: Moment/Depth Required 12.85 In. DEFLECTIONS Center Right LOADING DIAGRAM Live Load 0.74 IN U351 0.01 IN 21_15094 Dead Load 0.47 in 0.00 in Total Load 1.21 IN U214 0.00 IN 2Ulnfinity Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 500 lb 605 lb Dead Load 322 lb 393 lb Total Load 822 lb 998 lb Bearing Length 0.88 in 1.06 in SUPPORT LOADS A B Live Load 250 plf 303 plf Dead Load 161 plf 197 plf 2on p p --------- B ft Total Load 411 If 499 If MATERIAL PROPERTIES #2-Douglas-Fir-Larch Base Values Adiusted RAFTER DATA Interior Eave Bending Stress: Fb= 900 psi Fb'= 1190 psi Span Length 20 ft 2 ft Rafter Pitch 5 :12 Cd=1.15 C180 psi Cr-- v'= Roof sheathing applied to top of joists-top of rafters fully braced. Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Duration Factor 1.15 Cd=1.15 Peak Notch Depth 0.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Base Notch Depth 0.00 Comp.-L to Grain: Fc-J-= 625 psi Fc--L = 625 psi RAFTER LOADING Controlling Moment: 4093 ft-lb Uniform Roof Loading 9.997 Ft from left support of span 2(Center Span) Roof Live Load: LL= 25 psf Created by combining all dead loads and live loads on span(s)2 Roof Dead Load: DL= 15 psf Controlling Shear: -769 lb Slope Adjusted Spans And Loads 20.308 Ft from left support of span 2(Center Span) Interior Span: L-adj= 21.67 ft Created by combining all dead loads and live loads on span(s)2,3 Eave Span: L-Eave-adj= 2.17 ft Interior Live Load: wL-adj= 43 plf Comparisons with required sections: Read Provided Eave Live Load: wL-Eave-adj= 43 plf Section Modulus: 41.26 in3 31.64 in3 Interior Dead Load: wD-adj= 28 plf Area(Shear): 5.57 in2 16.88 in2 Eave Dead Load: wD-Eave-adj= 28 plf Moment of Inertia(deflection): 149.37 in4 177.98 in4 Interior Total Load: wT-adj= 70 plf Moment: 4093 ft-lb 3138 ft-lb Eave Total Load: wT-Eave-adj= 70 plf Shear: -769lb 2329lb NOTES Project: ,, page *$Josh Luck Location: Ridge beam Mason County Roof Beam 615 W Alder St or [2015 International Building Code(2012 NDS)] :., — Shelton,WA (2) 1.75INx18.0INx36.0FT 2.0E-2900F-APA EWS LVL Stress Classes StruCalc Version 10.0.1.6 3/6/2018 8:25:38 AM Section Inadequate By:248.5% Controlling Factor: Deflection/Depth Required 28.13 In. CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 5.00 IN L/86 Dead Load 3.37 in Total Load 8.36 IN L/52 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 REACTIONS A B Live Load 8100 lb 8100 lb Dead Load 5454 lb 5454 lb Total Load 13554 lb 13554 lb Bearing Length 5.16 in 5.16 in BEAM DATA Span Length 36 ft Unbraced Length-Top 0 ft 36 ft Unbraced Length-Bottom 0 ft B Roof Pitch 4 :12 Roof Duration Factor 1.15 MATERIAL PROPERTIES ROOF LOADING Side One: 2.0E-2900F-APA EWS LVL Stress Classes Roof Live Load: LL= 25 psf Base Values Adjusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 2900 psi Fb'= 3170 psi Cd=1.15 CF=0.95 Tributary Width: TW= 12 ft Side Two: Shear Stress: Fv= 285 psi Fv'= 328 psi Roof Live Load: LL= 25 psf Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Tributary Width: TW= 6 ft Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi = Controlling Moment: 121983 ft-lb Wall Load: WALL 0 plf 18.0 ft from left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Created by combining all dead and live loads. Adjusted Beam Length: Ladj= 36 ft Controlling Shear: -13554 lb Beam Self Weight: BSW= 18 plf At support. Beam Uniform Live Load: wL= 450 plf Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 303 plf Total Uniform Load: wT= 753 plf Comparisons with required sections: Read Provided Section Modulus: 461.74 in3 189 in3 Area(Shear): 62.03 in2 63 in2 Moment of Inertia(deflection): 5927.4 in4 1701 in4 Moment: 121983 ft-lb 49930 ft-lb Shear: -13554 lb 13766lb NOTES Project: Page f Mason County Permit Center r earn t of [2009 International Building Code(2005 NDS)] 5.0INx15.125INx16.0FT 16F-E3-E-Rated Southern Pine-Dry Use o StruCalc Version 8.0.113.0 12/5/2016 9:44:15 AM Controlling Factor: Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.38 IN U501 Dead Load 0.11 in Total Load 0.49 IN U391 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 4800 lb 4800 lb Dead Load 1344 lb 1344 lb Total Load 6144 lb 6144 lb Bearing Length 1.89 in 1.89 in BEAM DATA Center _16 ft Span Length 16 ft B Unbraced Length-Top 0 ft Unbraced Length-Bottom 16 ft Floor Duration Factor 1.00 FLOOR LOADING Center Camber Adj. Factor 1 Floor Live Load FLL= 40 psf Camber Required 0.11 Floor Dead Load FDL= 10 psf Notch Depth 0.00 Floor Tributary Width Side One TW1 = 7 ft MATERIAL PROPERTIES Floor Tributary Width Side Two TW2= 8 ft 16F-E3-E-Rated Southern Pine Wall Load WALL= 0 plf Base Values Adjusted BEAM LOADING Center Bending Stress: Fb= 1600 psi Controlled by: Reduced Floor Live Load 40 psf Fb_cmpr= 1600 psi Fb'= 1600 psi Total Live Load 600 plf Cd=1.00 Total Dead Load 150 plf Shear Stress: Fv= 300 psi Fv'= 300 psi Beam Self Weight 18 plf Cd=1.00 Total Load 768 pif Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min. Mod.of Elasticity: E_min= 830 ksi E_min'= 830 ksi Comp.-L to Grain: Fc-1= 650 psi Fc--L = 650 psi Controlling Moment: 24577 ft-lb 8.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -6144 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 184.33 in3 190.64 in3 Area(Shear): 30.72 in2 75.63 in2 Moment of Inertia(deflection): 1036.63 in4 1441.7 in4 Moment: 24577 ft-lb 25418 ft-lb Shear: -6144 lb 15125lb Project: page Mason County Permit Center Location: Floor Joist/Deck joist fto O[c L ,oa',+- 1J ', � of [2009 Intem-a zonal Building Code(2005 NDS)] #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 12/5/2016 9:26:48 AM Controlling Factor:Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.16 IN U762 Dead Load 0.04 in Total Load 0.20 IN U610 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: U360 REACTIONS A B Live Load 267 lb 267 lb Dead Load 67 lb 67 lb Total Load 333 lb 333 lb Bearing Length 0.36 in 0.36 in BEAM DATA Center loft - Span Length 10 ft A B Unbraced Length-Top 0 ft Unbraced Length-Bottom 0 ft Floor sheathing applied to top of joists-top of joists fully braced. FOIST LOADING Floor Duration Factor 1.00 1 Uniform Floor Loading Center Live Load LL= 40 psf MATERIAL PROPERTIES = #2-Douglas-Fir-Larch Dead Load DL 10psf Base Values Adjusted Total Load TL= 50 psf Bending Stress: Fb= 900 psi Fb'= 1242 psi TL Adj. For Joist Spacing wT= 66.7 plf Cd=1.00 CF=1.20 Cr-1.15 Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min. Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Comp.-L to Grain: Fc--L= 625 psi Fc--L'= 625 psi Controlling Moment: 833 ft-lb 5.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 333 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 8.05 in3 13.14 in3 Area(Shear): 2.78 in2 10.88 in2 Moment of Inertia(deflection): 30 in4 47.63 in4 Moment: 833 ft-lb 1360 ft-lb Shear: 333 lb 1305lb Project: page Mason County Permit Center Location. Multi-Span Floor Beam [2009 International Building Code(2005 NDS)] or #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 12/5/2016 9:30:59 AM S LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.15 IN U821 Dead Load 0.04 in Total Load 0.19 IN U642 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 1200 lb 1200 lb Dead Load 335 lb 335 lb Total Load 1535 lb 1535 lb Bearing Length 0.70 in 0.70 in BEAM DATA Center loft Span Length 10 ft B Unbraced Length-Top 0 ft Unbraced Length-Bottom 10 ft Floor Duration Factor 1.00 FLOOR LOADING Center Notch Depth 0.00 Floor Live Load FLL= 40 psf MATERIAL PROPERTIES Floor Dead Load FDL= 10 psf #2-Douglas-Fir-Larch Floor Tributary Width Side One TW1 = 1 ft Base Values Adjusted Floor Tributary Width Side Two TW2= 5 ft Bending Stress: Fb= 900 psi Fb'= 1080 psi Wall Load WALL= 0 plf Cd=1.00 CF=1.20 BEAM LOADING Center Shear Stress: Fv= 180 psi Fv'= 180 psi Reduced Floor Live Load 40 psf Cd=1.00 Total Live Load 240 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Total Dead Load 60 plf Min.Mod. of Elasticity: E_min= 580 ksi E_min'= 580 ksi Beam Self Weight 7 plf Comp.1 to Grain: Fc-1= 625 psi Fc--L'= 625 psi Total Load 307 plf Controlling Moment: 3838 ft-lb 5.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1535 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 42.64 in3 49.91 in3 Area(Shear): 12.79 in2 32.38 in2 Moment of Inertia(deflection): 101.23 in4 230.84 in4 Moment: 3838 ft-lb 4492 ft-lb Shear: 1535 lb 3885lb Not all products are available in L/48O Live Load Deflection all markets.Contact your iLevel Depth Tll® 40 PSF Live Load/10 PSF Dead Load 40 PSF Live Load 120 PSF Dead Load representative for information. 12"o.c. 19.2"o.c. 12"o.c. 16"o.c. 1 19.2"o.c. 24"o.c. 110 16'-5" 15,-0" 14'-2' 13'-2' 16'-5" 15'-0' 13'-11" 12'-5' 91/2' 210 17'-3' 15'-9' 14'-10' 13'-10' 17'-3' 15'-9' 14'-10" 13'-8' 1 --{ 13/a' 230 17-8' 16-2 15'-3' 14'-2" 17 8 16'-2" 15'-3" 14'-2" 1—I 116 19-6' i 1T-10" 16'-10" 15'-5101 19 6 17'-3" 15-8° 14'-0"01 13/6" 210 20-6' 18'-8_ 17'-8' 16'-5' 20 6 18'-8' 17'-3' 15'-5'a) 230 214' 19'-2' 18'4' 16'-10' 21 0 19'-2' 18'-1" 16'-3'(1) 91/2' 360 22 41' 20'-11' 19'-8' 18'-4' 22'-11' 20'-11' 19'-8' 1T-10'n) W 111A" 560 26'-1"� 23'-8' 22'-4" 20'-9' 26'-1" 23'-8" 22'-4' 20'-9°rl) 14' 110 22'-2' 20'-3' 18'-9" 16'9"(( 21'-8" 18'-91, 1T-1"(1) 14'-7'(1) 210 23'-3' 21-3` 20'-0' 18'-4`0) 23'-3" 20'-7' 18'-9"(1) 16'4'(1) 14" 230 23'-10' 21'-9" 20'-6' 19'-1' 23'-10' 21'-8' _19'-9' ! 17'-1'f11 360 26'-0' 23'-8' 22'-4" 20'-9'n) 26'-0' 23'-8' 22'-4"a) 17'-l0'c11 TJi® 110 Joists 560 - 29'-6' 2fi'-10' 25'-4' 23'-6' 29'-6' 26'-10" 25'-4'n( i 20' 210 25'-9" 23'-6' 22'-0"(1) 19'-5'(u 25'-5" 22'4'11) 20'-PT) 16'-2.0) "16 230 26'-5' 24'-1' 22'-9--..__ 20'-7'(1) 26'-5"__ 23'-2' 21'-2"(1) 17'-1'n) �-{ 1 21h6• 360 28 9 26'-3' 24'-8'(1) 2P-5'0) 28 9 26'-3"01 22'-4'01 17'-10'(1) 1 I 560 32 8" 29'-8° 28'-0" 25'-2"(1) 32 8" 29'4"W 26'-3'(11 -20'-11"((1 13/8L U36O Live Load Deflection (Minimum Criteria per Code) 9'/2" Depth The 40 PSF Live Load/10 PSF Dead Load 40 PSF Live Load/20 PSF Dead Load 3/8. 117A" 12"o.c. 19.2"o.c. 12"o.c. 1 16"o.c. 19.2"o.c. 24"o.c. 14" 110 18'-2' 16'-7' 15'-3" 13'-8" 17'-8' 15'-3' 13'-11' 12'-5' 16• 9(/2' 210 19'-11_ v 171-5• _..-...16'-6" . 15'-0' 19'-1' 16'-9' 15'-4' 13'-8' - I 230 19 7 17'-Il' 16'-1 1" 15'-9' 19'-7" 17'-8' 16'-1' 14'-5' 110 21-7 18'-11' 17'-3" 15'-510) _19'-11' 17'-3' 15'-8" 14'4"01 TJ lO 210 Joists 210 224' ! 20'-8" 18'-11 16'-10" 21'-10' 18'-11" 17'-3'- 15'-5'(1)— 230 23'-3' 21'-3' 19'41' V-9" 234' 19'-11' 18'-2' 16'-3'(1)W 36D 25'-4' 23'-2' 21'-10' 20'-4'(1) 254' 23'-2' 21'-19'(11 17'-10'(1) 560 28'-10' 26'-3' 24'-9' 23'-0' 28'40" 26'-3" 24'-9' 20'-11'11) 110 23 9" 20'-6' 18-9" 16'-9" 21 8' 18'-9' 1T-1" 14'-7"(1( 210 25 8' 22'-6' 20'-7" 18'-4'0) 23 9" 20'-7" 18-9'nl 16'-2'ul 13/a" 14" 230 26'-4' 23'-9' 21-8' 19'441) 25 0 21'-8' 19'-9' 17'-1'(1) 360 28'_9' 26'-3' 24'-9iO 2P-5'(1) 28 9 ' 26'-3'c11 _22'-4"(1) 17'40'(1) 91/h' 560 32'-8" 29'-9' 28'-0" 25'-2`n) 32'4' i 29'-9" 26'-3°fr] 20'-11"(1) 34h' 114 210 27'-10' 24'-1' 22'-0"(11 19'-5"(u 25'-5' 1 22'-0'n) 20'-1`(11 _16'-2'(11 16' 16„ 230 29 2'� 25'-5' 23'-2' _20'-7"(1) 26 9' 23'-2' 2P-2'(i1_ 17'-1`(1) 360 3110 29'-0' 26'-10'(1) 21'-5'(1) 31 18 26'-WIN 22'-4'n) 17'-10'(1) 56D 36 1 32'-11' 31'-0'(1) 25'-2411 36 1" 31 6f11 26'-3"(1) 20'-11"(1) T.1115 230 Joists Long-term deflection under dead load,which includes the effect of creep,has not been considered.Bold italic spans reflect initial dead load deflection exceeding 0.33'. (1)Web stiffeners are required at intermediate supports of continuous-span joists when the intermediate bearing length is less than 54"and the span on either side of the intermediate bearing is greater than the following spans: Tile 40 PSF Live Load 110 PSF Dead Load 46 PSF Live Load 120 PSF Dead Load 11e" 12 o.c. 16"o.c. 19 2"o.c 24'o.c. 12 o.c. 16'o.c. 19.2"o.c 24"o.c. 110 N.A. N.A. N.A. 15'-4" _ N.A N.A. 16'-0' 12'-9" 11341" 210 _ N.A. _N.A. 21-4" 17'-0" N.A 21'-4' 17'-9' 14'-2" 3/e' 14" 230 N.A. N.A. _ N.A. 19'-2' N.A. N.A. 19'41' 15'-11' 16' 360 N.A. N.A. 24'-5' 19'-6' N.A. 24'-5' 20'-4' 16'-3' 560 N.A. N.A. 29'-10' 23'-10" 1 N.A. 29'-10" 24'-10' 19'-10' TJl®360 Joists Flow to Use These Tables General Notes 1. Determine the appropriate live load deflection ■ Tables are based on: criteria. - Uniform loads. - More restrictive of simple or continuous span. 1 3'k' 2. Identify the live and dead load condition. - Clear distance between supports(1�'minimum end bearing). 1_ 3. Sele on center spacing. ■ Assumed composite action with a single layer of 24"on-center 13/8" 4. Scan down the column until you meet or span-rated,glue-nailed floor panels for deflection only.Spans 117/e' exceed the span of your application. shall be reduced 6"when floor panels are nailed only. 7/16" 14" 5. Select iLevel-Trus Joist®TJI®joist and depth. ■ Spans generated from iLevel-software may exceed the spans 16" shown in these tables because software reflects actual design Live load deflection is not the only factor conditions. that affects how a floor will perform. To more accurately predict floor performance, For loading conditions not shown,refer to software or to the load TJI® 560 Joists use our Eevel'"Trus Joist®TJ-Pro'" table on page 5. Rating System. 4 iLevel Trus Joists TJI Joist Specifier's Guide TJ-4000 October 2006 page Project: Mason County Permit Center u iA7�Tt Span Roof B� o� [2009International Building Code(2005 NDS)]3_� T 2.0F_-290 -... ..__._ _-__Bess Classes Q.B*$ StruCalc Version 8.0.113.0 12/5/2016 9:56:19 AM Controlling Factor: Deflection CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.81 IN U387 Dead Load 0.54 in Total Load 1.34 IN U232 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 5200 lb 5200 lb Dead Load 3478 lb 3478 lb Total Load 8678 lb 8678 lb Bearing Length 2.20 in 2.20 in BEAM DATA Center Span Length 26 ft Unbraced Length-Top O ft A 26 ft B Unbraced Length-Bottom 26 ft Roof Pitch 0 :12 Roof Duration Factor 1.15 Notch Depth 0.00 ROOF LOADING Center Roof Live Load RILL= 25 psf MATERIAL PROPERTIES Roof Dead Load RDL= 15 psf 2.0E-2900F-APA EWS LVL Stress Classes Roof Tributary Width Side One TW1 = 8 ft Base Values Adjusted Roof Tributary Width Side Two TW2= 8 ft Bending Stress: Fb= 2900 psi FU= 3170 psi Wall Load WALL= 0 plf Cd=1.15 CF=0.95 Shear Stress: Fv= 285 psi Fv'= 328 psi BEAM LOADING Center Cd=1.15 Total Live Load 400 plf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Total Dead Load(Adjusted for Roof Pitch) 240 plf Comp.-L to Grain: Fc-1= 750 psi Fc-1'= 750 psi Beam Self Weight 28 plf Total Load 668 plf Controlling Moment: 56409 ft-lb 13.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -8678 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 213.52 in3 283.5 in3 Area(Shear): 39.72 in2 94.5 in2 Moment of Inertia(deflection): 1979.64 in4 2551.5 in4 Moment: 56409 ft-lb 74896 ft-lb Shear: -8678 lb 20648lb PfOJE1Ct: page + Z, Mason County Permit Center oof� [2009 International Building Code(2005 NDS)] #2-Douglas-Fir-La lk Use 111110 StruCalc Version 8.0.113.0 12/5/2016 9:53:30 AM LOADING DIAGRAM Controlling Factor: Moment DEFLECTIONS Center Riqht Live Load 0.30 IN U685 0.01 IN 2U6258 Dead Load 0.19 in 0.00 in Total Load 0.49 IN U421 0.00 IN 2Ulnfinity Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 RAFTER REACTIONS LOADS REACTIONS Upper Live Load @ A 200 plf 400 lb Upper Dead Load @ A 128 plf 256 lb Upper Total Load @ A 328 pif 656 lb Lower Live Load @ B 253 plf 506 lb Lower Dead Load @ B 165 plf 329 lb --16ft — zn� Lower Total Load @ B 418 plf 835 lb RAFTER SUPPORT DATA A B RAFTER LOADING Bearing Length 0.70 in 0.89 in Uniform Roof Loading RAFTER DATA Interior Eave Roof Live Load: LL= 25 psf Span Length 16 ft 2 ft Roof Dead Load: DL= 15 psf Rafter Pitch 5 :12 Slope Adjusted Spans And Loads Roof sheathing applied to top of joists-top of rafters fully braced. Interior Span: L-adj= 17.33 ftEave Span: L-Eave-adj= 2.17 ft Roof Duration Factor 1.15 Peak Notch Depth 0.00 Rafter Live Load: wL-adj= 43 plf Base Notch Depth 0.00 Eave Live Load: wL-Eave-adj= 43 plf Rafter Dead Load: wD-adj= 28 plf MATERIAL PROPERTIES Rafter Total Load: wT-adj= 70 plf #2-Douglas-Fir-Larch Eave Total Load: wT-Eave-adj= 70 plf Base Values Adjusted Bending Stress: Fb= 900 psi Fb'= 1190 psi Cd=1.15 CF=1.00 Cr-1.15 Shear Stress: Fv= 180 psi Fv'= 207 psi Cd=1.15 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min. Mod. of Elasticity: E_min= 580 ksi E_min'= 580 ksi Comp.-L to Grain: Fc-1= 625 psi Fc--L = 625 psi Controlling Moment: 2608 ft-lb 8.003 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -619 lb 15.692 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: 26.29 in3 31.64 in3 Area(Shear): 4.48 in2 16.88 in2 Moment of Inertia(deflection): 76.07 in4 177.98 in4 Moment: 2608 ft-lb 3138 ft-lb Shear: -619lb 2329lb page Project: Mason County Permit Center Multi-Span Roof Beam or [2009 International Building Code(2005 NDS)] 2.0E-2900F-APA EWS LVL Stress Classes StruCalc Version 8.0.113.0 12/5/2016 9:55:05 AM Controlling Factor:Moment CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.28 IN U778 Dead Load 0.18 in Total Load 0.46 IN U473 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 3600 lb 3600 lb Dead Load 2325 lb 2325 lb Total Load 5925 lb 5925 lb Bearing Length 2.26 in 2.26 in BEAM DATA Center Span Length 18 ft Unbraced Length-Top 0 ft A tan B Unbraced Length-Bottom 18 ft Roof Pitch 0 :12 Roof Duration Factor 1.15 Notch Depth 0.00 ROOF LOADING Center MATERIAL PROPERTIES Roof Live Load RLL= 25 psf = 15 psf 2.0E-2900F-APA EWS LVL Stress Classes Roof Dead Load RDL Roof Tributary Width Side One TW1 = 8 ft Base Values Adiust Roof Tributary Width Side Two TW2= 8 ft Bending Stress: Fb= 2900 psi Fb'= 3170 psi Wall Load WALL= 0 plf Cd=1.15 CF=O.95 Shear Stress: Fv= 285 psi Fv'= 328 psi BEAM LOADING Center Cd=1.15 Total Live Load 400 plf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Total Dead Load(Adjusted for Roof Pitch) 240 plf Comp.-L to Grain: Fc-1= 750 psi Fc--L = 750 psi Beam Self Weight 18 plf Total Load 658 plf Controlling Moment: 26664 ft-lb 9.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 5925 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 100.93 in3 189 in3 Area(Shear): 27.12 in2 63 in2 Moment of Inertia(deflection): 647.84 in4 1701 in4 Moment: 26664 ft-lb 49930 ft-lb Shear: 5925 lb 13766lb C-4 C:l Bo En Z" an 2� m m C14 — - — —— - - — - - - — — — — C'e C-4 C4hl IZ4 ...... ..... ......I . - w Q m w ZO 1 Cnti Z. 22 m.ti j 16 tp M H h M Q> 00 c0 a. 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I'Floor: 2"d o r: Heated Basement: of heated area:: (Oct Heating System Type: 0 Electric wall heater O Electric Central Furnace G Furnace O Heat Pump with electric furnace O Heat pump with gas furnace Ductless Heat Pum O Boiler, specify fuel type: O Other. Specify. ® Prescriptive Option Table R402.1.1 Compliance Method µ Component Performance, R402.1.3— Calculation worksheets required Check one:: µ Other (Specify): Check one µ Whole House Ventilation system µ Whole House Ventilation µ Other, Ventilation ✓ using exhaust fans&window or Integrated with a Forced Air describe: System wall fresh air vents (Ml507.3.4) 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 complete a window schedule in order to verify that the fenestration area does not Energy credits 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 5b�edium 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. Describe Energy Credit Option(s): Using Option number(s): ,��� ftAVn° w,,4ew- h�4ev, WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS TABLE 406.2 ENERGY CREDITS (DEBITS) OPTION DESCRIPTION CREDIT(S) la EFFICIENT BUILDING ENVELOPE la: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U.=0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 5%. lb EFFICIENT BUILDING ENVELOPE lb: 1.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U:0.25 Wall R-21 plus R-4 Floor R-38 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. lc EFFICIENT BUILDING ENVELOPE lc: 2.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U=0.22 Ceiling and single-rafter or joist-vaulted R-49 advanced Wood frame wall R-21 int plus R-12 ci Floor R-38 Basement wall R-21 int plus R-12 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 30%. 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTII.ATION 2a: 0.5 Compliance based on R402.4.1.2: Reduce the tested air leakage to 4.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan(maximum 0.35 watts/cfm),not interlocked with the furnace fan ventilation systems using a furnace including an ECM motor are allowed,provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: 1.0 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilations stem. 2c AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c: 1.5 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.85. To qualify to claim this credit the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilations stem. 3a HIGH EFFICIENCY HVAC EQUIPMENT 3a: 0.5 Gas,propane or oil-fired furnace with minimum AFUE of 95% To qualify to claim this credit the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3b HIGH EFFICIENCY HVAC EQUIPMENT 3b: 1.0 Air-source heat pump with minimum HSPF of 8.5 To qualify to claim this credit the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3c HIGH EFFICIENCY HVAC EQUIPMENT 3c: 2.0 Closed-loop ground source heat pump;with a minimum COP of 3.3 or Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 3.6 To qualify to claim this credit the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3d HIGH EFFICIENCY HVAC EQUIPMENT 3d: 1.0 DUCTLESS SPLIT SYSTEM HEAT PUMPS,ZONAL CONTROL: In homes where the primary space heating system is zonal electric heating,a ductless heat pump system shall be installed and provide heating to at least one zone of the housing unit. To qualify to claim this credit the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM:' 1.0 All beating and cooling system components installed inside the conditioned space.All combustion equipment shall be direct vent or sealed combustion. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat is not permitted under this option. Direct combustion heating equipment with AFUE less than 80%is not permitted under this option. To qualify to claim this credit the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. 5a EFFICIENT WATER HEATING 5a: 0.5 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.62 or Electric water heater with a minimum EF of 0.93. and for both cases All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less.b To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and shall specify the maximum flow rates for all showerheads, kitchen sink faucets,and other lavatory faucets. 5b EFFICIENT WATER HEATING 5b: 1.5 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.82 or Solar water heating supplementing a minimum standard water heater.Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar Water Heating Systems or Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters or Water heater heated by ground source heat pump meeting the requirements of Option 3c. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and,for solar water heating systems,the calculation of the minimum energy savings. 6 RENEWABLE ELECTRIC ENERGY: 0.5 For each 1200 kWh of electrical generation provided annually by on-site wind or solar equipment a 0.5 credit shall be allowed,up to 3 credits.Generation shall be calculated as follows: For solar electric systems,the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs. Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors: The wind turbine power curve;average annual wind speed at the site;frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access,and include a calculation of the minimum annual energy power production. a. Interior Duct Placement.Ducts included as Option 4 of Table R406.2 shall be placed wholly within the heated envelope of the housing unit.The placement shall be inspected and certified to receive the credits associated with this option. Exception: Ducts complying with this section may have up to 5%of the total linear feet of ducts located in the exterior cavities or buffer spaces of the dwelling.If this exception is used the ducts will be tested to the following standards: Post-construction test: Leakage to outdoors shall be less than or equal to 1 CFM per 100 fig of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test_ b. Plumbing Fixtures Flow Ratings.Low flow plumbing fixtures(water closets and urinals)and fittings(faucets and showerheads)shall comply with the following requirements: 1. Residential bathroom lavatory sink faucets: Maximum flow rate-3.8 Umin(1.0 gal/min)when tested in accordance with ASME Al 12.18.1/CSA B125.1. 2. Residential kitchen faucets: Maximum flow rate-6.61 Jmin(1.75 gal/min)when tested in accordance with ASME A112.18.1/CSA B125.1. 3. Residential showerheads: Maximum flow rate-6.6 Umin(1.75 gal/min)when tested in accordance with ASME Al12.18.1/CSA B125.1. V M � � o c0 U Z r I a RECEIVED < z W L _ JUN 14 2018 co PLANMNG 615 W.Alder Street Q � 0 ::souk- � � o � lao.l3' o Y O — w o � ml I I NO N r I T PLANNING. s ALL SETBACKS ARE MEASURED I FROM THE FURTHEST I PROJECTION OF THE BUILDING F C? I .VEWAY I w UI K ••li z Zv1y��'��'.I.. WE JF fSvi . Z,,. cV � � W zn_ oa zz O p p V �l co: `JQ vj �U W ujNF ter] O-a c�np>O lam¢¢ [�l�Q�� ✓' � �w�j W li�Z��4 W G � _ - - m .. co W 51 TE PLAN a o W 00 0 NH PIONEER EVLOER5E Ju W 510 E. 50DERBER6. RD. lU ALLYN, WA �I8524 TH15 517E PLAN IS DRAWN BASED ON z #12215-50-00042 DATA SUPPLIED BY CLIENT AND WITHOUT O BENEFIT OF SURVEY OR TOPOGRAPHY n