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BLD2017-00654 Final Replacement SFR - BLD Inspections - 5/13/2020
Y t o CA CONCRETE MECHANICAL MANUFACTURED HOME ic Footings d Sletbacks Gasa Piping By Ribbons _ o Interior Date By interior-Date By Data By ic 0 Extern Date By Exterior-Date B > INSIJLA�CIN Point Load t Isolated Footings Dates By � B£,!SLAB INSULATION Date By Date /-Zy-I$ By j7Z_ FIRE DEPARTMENT Foundatlon Walls Floors Date By Dote By Date By DECKS FRAMING Walls Date By Date By Data By PROPANE TANKS PLUMBING vault Date 13y Data By OTHER Groundwork Attic Data By Type- Date -7-11-!"� By _u Date Ely D.w.v DRYWALL Type_ Int Brace Wail Date By 00 Date By Dote By FINAL INSPECTIONm Water Line Fire Seperation C Date By mate, By Date By .a CD V 90 6 s Pass or Request Inspect. c Type of Insp. Fail Date Gate Dane By Comments _ 0) CA -4 . �r, 4 1 d� �✓vc�c.�l a.---� c���4�tst- CD O oCL o C✓UJh / �t S -Z-Zd-!? 12-7-51-1-7 J7L 0 Slc.b rrl v/tf� -l�-i� �_2�.�� d Y IIrK'L �GY✓ �4SS SPLUY� aw� Llvt�� 4eCD t✓P� mr S ��� S i!�'L�, ,PoeS",4TZ-. S" 2 Ass 8`.5-18 1>4c. *X4r),a-1 %S/i di JeO960 r r c o =Ck.A .................... Awr. d1% > I,vi Srfd)K l t r ..- _. ._._ .. -... -------- CONCRETE MECHANICAL MANUFACTURED HOM. - Footings J backs: Date Piping Ribbons Gas Imtereor Date fay Inferior-Date By Date $Y Exwio {date By Exterior-Date ax Sty . _.�Isol Poi INSULATION Point IFva�#3rrg� hate BV Date BG d SLAB INSULATION -- B$ Data ey FIRE DEPARTMENT Foundafion Walls Room Dale By . By I3y DECKS FRAMING W alis 1 Date By Date By Date By PROPANE TANKS PLUMBING Vault Date u Dale By - -- I OTHER - Groundwork j Attic t Type: Qatt By Dge BY i [ R Dale By DRYWALL Type: G Dale BY Int Brace li'llall Date} �ie BY Date gk N -- FINAL.INSPECTION Water Line Fire Sepembon CD CD Hate gy Data By Date o Pass or Request Inspect. Type of tnSp. Fail Date gate Done 6y j Cornrr eats a i G��C i✓�L YSS s/i3 �Zp CD - GAS LINE PRESSURE TEST VERIFICATION i hereby verify that I have performed a gas piping pressure test in accordance with the Uniform Mechanical Code requirements. I certify that the test showed no leaks to be present. Installer -�.. WA Contractor's # SUNSEA*220CM Permit# C--,� ��--�%.3��c Address 13L'r'a-� Test Duration 3(7 :,('1 CD --- 0 Test Pressure /S Test Date Suns* Air MASON COUNTY (360)427-9670 Shelton ext.352 DEPARTMENT OF COMMUNITY DEVELOPMENT (360)275-4467 Belfair ext. 352 BUILDING•PLANNING•FIRE MARSHAL (360)482-5269 Elma ext. 352 Inspection Hotline (360)427-7262 t Mason County Bldg. 8, 615 West Alder Street 1854 Shelton, WA 98584 www.co.masonma.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: &Da3Ql7 —00&6---( ADDRESS/LOCATION: S60 Lam, G'r(>!�4'��5�[ f�el 40y " FINDINGS: 014,4-4`t /-0 C'.6 O rL0sn.2Ctj Q 64 Items listed above must be corrected to lain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next inspection. ❑ OK to Date: .3_Z ❑ Please contact our office regarding possible Department: l3 L.1> structural damage incurred by recent Inspector: T> "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 'MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY SERVICES 360-482-5269 Elma ext.352 Inspection Hotline 360-427-7262 Building,Planning,Environmental Health,Community Health 40 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: ADDRESS/LOCATION: FINDINGS: s'v -t�7 L 6fl Mi3 j�dtlri' G s 7- s Items listed above must be corrected to gain compliance. O� THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next in pection. ROK to W u t !�O /��/`�✓�� l�i / Date: ❑ Please contact our office regarding possible Departm structural damage incurred by recent Inspector:L. "natural/man made"disasters.This is NOT a RRECTION NOTICE. D OT REMOVE THIS TAG MCC14.12 'ov~ (MASON COUNTY COMMUNITY SERVICES OW 'ZC1PERMIT ASSISTANCE CENTER; PC]-Init No: �� 6z� •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL RECEIVED 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext 352•Fax:(360)427-7798 Phone JUL 01 2011 Beltair.•(360)275-4467•Phone Elms:(360)482-5269 B U I LD I N G BUILDING PERMIT APPLICATION 615 W. A1cl0r 'C0`'E YA PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: /lfft._ �/xyl NAME: MAILING ADDRESS: -fZZO e, SiL 30Z- MAILING ADDRESS: CITY: LFi9//L STATE: ZIP: 5?95Zf3 CITY: STATE: ZIP: PHONE#1: eezL PHONE: CELL: PHONE#2: 9G D• ZTS,5-5041 CW�rE EMAIL EMAIL: L&I REG# EXP. PRIMARY CONTACT: OWNEIW CONTRACTOR❑ OTHER❑ NAME EMAIL MAILING ADDRESS_ ¢ZZo E .1e 30Z- CITYZ-AMegga�r STATE 1�e,* ZIP 9gSZP PHONE 060•Z76- SSOg _ CELL Z53. 380-5Z41 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) /ZZ 3Z 10—9Z/lO ZONING LEGAL DESCRIPTION(Abbreviated)7XIIAE60V7'LDTZ FIRE DISTRICT SITE ADDRESS 6 l60 4gf• CIZDj*4.0/ST RD CITY AW DIRECTIONS TO SITE ADDRESS ,C 7V LO© ,da . IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO R0, IS PROPERTY�,W/ITHIN 200 FT OF THE FOLLOWING: (Check all that apply): kJ SALTWATER LAKE ❑ RIVER/CREEK❑ POND ❑ WETLAND❑ SEASONAL RUNOFF ❑ STREAM [ TYPE OF WORK: NEW R' ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.) IS USE: PRIMARY t?( SEASONAL❑ NUMBER OF BEDROOMS_ NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg) ElYES(Parr sj of Bldg) [re NO ❑ DESCRIBE WORK E3/ —�t/L r SOUARE FOOTAGE: (propose+existing) 1ST FLOOR 36,07 sq. ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT4005- sq. ft. DECK 360 sq. ft. COVERED DECK 3/3.3 sq.ft. STORAGE sq.ft. OTHER sq. ft. GARAGE/*0 sq. ft. Attached K Detached❑ CARPORT sq. ft. Attached❑ Detached❑ MANUFACT r D HOME INFORMATION: *4 COPIES OF 1 , FLOOR PLAN REQUIRED* AKE MODE Y NGTH TH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC [/ SEWER❑ / NEW M' EXISTING ❑ PLUMBING IN STRUCTURE? YES Y NO El Ifyes, attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES [tr]� NO❑ EXISTING SQ.FT. EXISTING BEDROOMS D PROPOSED BEDROOMS 9:9� TOTAL BEDROOMS �p OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.1 declare that I am the owner and 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 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 117 ignature of O Must be sl ned )y the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE. DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON COUNTY 8(J RECEIVED 1 COMMUNITY '�D' JUL � SERVICES 0 7 2L,. Building.Planning,Environmental Health,Community Health 615 W- AJd et Street Physical and Mailing Address: 615 W Alder St., Bldg 8, Shelton, WA 98584 Shelton Phone: (360)427-9670 ext 352 - Fax (360)427-7798 PLUMBING & MECHANICAL PERMIT APPLICATION Permit#: OWNER INFORMATION: i CONTRACTOR INFORMATION: NAME: NAME: MAILING ADDRESS: -aao F-51Z MAILING ADDRESS: CITY: STATE: ZIP: I CITY: STATE: ZIP: 1st PHONE: ZS'-S J.SZZ PHONE: CELL: 2^d PHONE: . . z7S 6 jy,;zj EMAIL: EMAIL: C5i fZr16/F/.ee:-•601011 L&I REG# EXP. I l i PARCEL INFORMATION: PARCEL NUMBER (12 Digit Number): /223Z -lo-- 9Z/iy Zoning: 1 LEGAL DESCRIPTION (Abbreviated): /% DF 601/7'1_0TZ SITE ADDRESS: S(c0 X_ g!2pQA1t5 15'7 ,,�1� CITY: 14G41/Al DIRECTIONS TO SITE ADDRESS: s/Z 3 To L/lf TD C&6N41/157-& TYPE OF JOB/WORK: NEW ✓ ADD ALT REPAIR OTHER USE OF BUILDING ,4r-4:_6/�.yC_-C_ PLUMBING FIXTURES MECHANICAL UNITS [] Electric in-wall heaters(no tee) Type of Fixture No. of Fixtures Fuel Type Fees Type of Unit No. of Units Fuel Tyge Fees /roilet(s) S urnace G/LPG] athroom Sink(s) ')-feat Pump _ &G/LPG] ,$ath Tub(s) _2 _ao Fldr") o Ductless H.P. PG/LPG] ✓6hower(s) +F /rs aaii is pot Vent Fan — �tNater Heater(s) (F�GILPG] ,Propane Tank / 00L2 al.] Xlothes Washer(s) [E/G/LPG] .,Gas Outlet(s) �PC .Kitchen Sink(s) / . Heat Stove [E/G`J/W] o6ishwasher(s) / .Kitchen Exhaust Hood �J ,Kose bib(s) — — ,Dryer Vent / ,diher,?*z5mik ,51 Solar Panel Other Other V".$ 1 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:he 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 con truction work is suspended for a period of 180 days.PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION.INACTIVITY OF T PERMIT PPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X 0/'4�5'1' �� ignature ofAppficant Date Owner/Owners Representative/Contractor Print Name (Circle one) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS O Building i L±0 Fire Marshal Permit Tech (OTC permit only) ,- Name�irllZ&�Jjyl�TL� Parcel# /2Z.32 AD-9Z//O BLD# 17 Mason Countv BUILDING 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: http//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) VThe 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 manageme Mason Cnty Public Works Department can provide additional instructions,guidance and examples. (Section 14.4� o ouIVE rks at: Phone: 360-427-9670 e)t 450 JUL 0 7 20r 100 W.Public Works Dr Shelton.WA 98584 615 W If this development has,or will have,a septic/drainfield system you may need to contact IVIa"sIMbivision 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 985" 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 inform tion provided is accurate and employees of Mason County are granted access to the above- described property for r iew an spection may be required. X Owner/Agent/Contractor(circle one)Date: D Page 2 of 2 Name Parcel# BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is 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 = Ara *All dimensions in feet Buildings X = 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 X = 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) 00 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 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Mark and Serena Smith New Energy Works (Designers) 560 East Cronquist Road David Shirley Allyn, WA 98524 503.260.6096 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed.In addition,based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb e n/a n/a Ceilingk 491 0.026 Wood Frame Wall9,m," 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall"m 10/15/21 int+TB 0.042 Slab R-Value&Depth 10,2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1.Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. ❑2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in#1 or#3. Exception:Dwelling units serving R-2 occupancies shall require 2.5 credits. 23. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 ❑ lb Efficient Building Envelope lb 1.0 ❑ 1c Efficient Building Envelope is 2.0 ❑ 1 d Efficient Building Envelope 1 d 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 0 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 1.0 ❑ 3b High Efficiency HVAC 3b 1.0 1.0 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 1.0 5a Efficient Water Heating 5a 0.5 0.5 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating,5c 1.5 0 1.5 5d Efficient Water Heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 1200 kwh 0.0 Total Credits 5.00 *Please refer to Table R406.2 for complete option descriptions Table R402.1.1 Footnotes For SI: 1 foot.=304.8 mm,ci .=continuous insulation, int.=intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. "10/1S/21.+TB" means R-10 continuous insulation on the exterior of the wall,or R-1S on the continuous insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-S continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. gReserved. h Reserved. The second R-value applies when more than half the insulation is on the interior of the mass wall. 'Reserved. k For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or as specified in Section R402.1.3. 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Vertical Fenestration Area and UA 12175.01 600.60 Vertical Fenestration Area Weighted U= UA/Area 1 0.28 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Ot. Feet '„h Feet Inch Area UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA 1 0.01 0.00 Overhead Glazing Area Weighted U= UA/Area 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 12175.01 600.60 Window, Skylight and Door Schedule Project Information Contact Information Mark and Serena Smith New Energy Works (designers) 560 East Cronquist Road David Shirley Allyn, WA 98524 503.260.6096 Width Height Ref. 1-1-factor Ot. Feet Inch Feet "cn Area UA Exempt Swinging Door (24 sq. ft. max.) 1 0.01 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) 0.0 0.00 Vertical Fenestration(Windows and doors) Component Width Height Description Ref. 1-1-factor Ot. Feet i,°h Feet inch Area UA 3624 AWNG A 0.30 2 3 2 12.0 3.60 3624 GLDR B 0.30 8 3 2 48.0 14.40 3636 GLDR C 0.30 1 3 3 9.0 2.70 7260 GLDR D 0.30 9 6 5 270.0 81.00 3660 FIXED Df 0.30 7 3 5 105.01 31.50 7266 GLDR E 0.30 4 6 5 132.0 39.60 3666 FIXED Ef 0.30 4 3 5 6 66.0 19.80 4860 GLDR G 10.30 1 4 15 20.0 6.00 7224 GLDR H 0.30 2 6 2 24.0 7.20 7254 GLDR 1 0.30 2 6 4 6 54.01 16.20 8896 GLDR if 0.30 1 7 4 8 58.71 17.60 8824 GLDR K 0.30 1 7 4 8 58.7 17.60 7272 FIXED Lf 0.30 2 6 6 72.0 21.60 3672 FIXED Mf 0.30 2 3 6 36.0 10.80 4828 AW NG N 0.30 2 4 2 t 18.7 5.60 0.0 0.00 3070 INSUL STEEL DR 1 0.20 1 3 7 21.0 4.20 9080 TRIPLE FRENCH DR 2 0.30 1 9 8 72.01 21.60 9080 TRIPLE FRENCH DR 3 0.30 1 9 8 72.01 21.60 12080 TRIPLE FRENCH DR 4 0.30 1 12 8 96.0 28.80 12080 TRIPLE FRENCH DR 5 0.30 1 12 8 96.0 28.80 3080 SINGLE FRENCH DR 6 0.30 1 3 8 24.0 7.20 12080 QUAD FRENCH DOOR 7 0.30 1 12 8 96.0 28.80 3080 SINGLE FRENCH DR 8 0.30 1 3 8 24.01 7.20 3080 SINGLE FRENCH DR 9 0.30 1 3 8 24.01 7.20 3080 SINGLE FRENCH DR 10 0.30 1 3 8 1 24.0 7.20 3080 SINGLE FRENCH DR 11 0.30 1 3 1 8 24.0 7.20 3070 INSUL STEEL DR 12 0.20 1 3 7 21.0 4.20 3070 INSUL STEEL DR 13 0.20 1 3 7 21.0 4.20 120100 INSUL O.G.D. 14 0.20 1 12 10 120.0 24.00 120100 INSUL O.G.D. 15 10.20 1 12 10 120.0 24.00 12090 INSUL O.G.D. 16 0.20 1 12 9 108.0 21.60 12090 INSUL O.G.D. 17 0.20 1 12 9 108.0 21.60 0.0 0.00 Front Entry Door 00 0.30 1 12 10 120.01 36.00 r Simple Heating System Size:Washington State This heating system sizing calculator is based on the Prescriptive Recluirements of the 2015 Washington State Enerov Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heatina loads only.ACCA procedures for sizina cooling systems should be used to determine cooling loads Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section,some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at (360)956-2042 for assistance. Project Information Contact Information Singel Family Residence. Mark&Serena Smith _ 560 Conquist Rd 253.380.5221 WA 98S24 Heating System Type: O All other Systems ®Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions Design Temperature Difference(AT) 47 Shelton AT-Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 11.01 105,182 Glazing and Doors U-Factor X Area - UA Instructions =:ru---.— ----------- ---- "�" o 3a 0.300 2,066 619.80 4 Skylights U-Factor X Area - UA Instructions 0.50 Insulation Attic U-Factor X Area - UA Instructions Select R-value . No selection Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions R-3E vented 0.027 4,830 30.41 Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions 0.043 6,211 267.07 R-21 INT plus RA ci Floors U-Factor X Area UA auctions — -R-38 0.025 3.403 85.08 � Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions R-21 Interior 0.042 1.819 76.40 � Slab Below Grade(see Figuret) F-Factor X Length UA No Slab Below Grade in this project. 0.303 --- Slab on Grade(see Fig-e a - F-Factor X Length UA _ - R 10 Fully Insulated 0.360 401 144.36 Location of Ducts ----- -- --------- � ------- Duct Leakage Coefficient Conditioned Space 1.00 Sum of UA 1323.12 Envelope Heat Load 62,186 Btu/Hour Fioure 1. Sumot UAXAT Air Leakage Heat Load 53,390 Btu/Hour Volume 0.6 XATX.018 Above Grade Building Design Heat Load 115,577 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 115,577 Btu/Hour Ducts in unconditioned space:Sum of Budding Heat Loss X 1.10 Ducts in conditioned space:Sum of Budding Heat Loss X 1 Maximum Heat Equipment Output 144,471 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Arc Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/73) MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT WSEC/Ventilation Code Compliance Application Submit with heating/cooling system size worksheet (see instructions #4) Owner: Parcel#: Type of roject: Siy! 1' /ZZjZ�/0 9z/i0O�✓c� Total Sq. Ft. 1 Floor: Heated Basement: of heated area:: ?65-Z 3607 410,ol5 Heating System Type: O Electric wall heater O Electric Central Furnace O LPG Furnace 0(Heat Pump with electric furnace O Heat pump with gas furnace O Ductless Heat Pump O Boiler, specify fuel type: O Other: Specify: Prescriptive Option Table R402.1.1 (see table on previous page) Compliance Method ElComponent Performance, R402.1.3 — Calculation worksheets required Must Check one:: ❑ Other (Specify): Check one ❑ Whole House Ventilation system Whole House Ventilation Ventilatio using exhaust fans &window or wall Integrated with a Forced Air ❑ Other, describe: fresh air vents (M1507.3.4). If using System (M1507.3.5) n System window vents be sure to order windows with vents. 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/iecc wsec.pdf Additional a) Description: Small dwelling units: less than 1,500 sq. feet of heated or cooled floor area and less than 300 sq. ft fenestration area (skylights, doors, windows, etc). Energy *Including additions to existing building that are greater than 500 sq. ft. of heated floor Efficiency Requirem but less than 1,500 sq ft of floor area. Requires 1.5 credits ents b) Medium dwelling units that are not included in (a) above {small dwelling}, OR (c) below Energy {large dwelling} Requires 3.5 credits credits EXCEPTION: Dwelling units serving R-2 occupancies shall require. Requires 2.5 required: credits. See page two for description. c) Large dwe nit that excee s 5,000 sq. of heated or cooled floor are(. Requires 4.5 credits' d) Additions less t an 500 sq feet. Requires .5 credits (Fenestration is defined in the IECC as skylights, roof windows, vertical windows, opaque doors, lazed-doors that include products with glass and non-glass glazing materials.) Describe Energy Credit Option(s): sing numb s): 2,C 3.S $� ------------ 3 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 glazing materials. Manufacturer Location U-Factor Size Quantity Total (rough opening) Square Feet IWIZ✓IAA A - .30 3-0 ,c Z-o 2 /Z. 8- me-57 3-0 x z-o 7 �z W45517 y-a X 3 -D _ AkAzV 4-0 x s--o Zv C, -O x Z-O G-o X 4-6 Mir 3 -a ).eG -o Z, 3�v y-o x z-6 2 Zo E -o -)es--4 3 TZ 3•-o XS—6 3 — :50- DrIV 3 a Total Fenestration: windows, skylights and door area 99� Energy Credits 4 t FENESTRATION SCHEDULE JSE 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 lass and non-glass glazing materials. Manufacturer Location U-Factor Size Quantity Total (rough opening) Square Feet 4FAO"r12 Y dZ SJG� , 30 B-OX p-O l 7Z 0-3 7 Z © N Ui�l�ic1l� 8-o x�z-U f 496 rives 8-D Y/Z.-O / �6 S-d � �•-b-40 9,w,-57 O •-O x 3 t? 1 oil l Total Fenestration: windows, skylights and door area 2 Energy Credits 4 MASON COUNTY COMMUNITY SERVICES Building,Planning,Environmental Health,Community Health September 11, 2017 WC3 Project#: 217-MAS-004 Mason County Permit#: BLD2017-00654 Mark Smith 4220 E SR 302 Belfair, WA 98528 Subject: Smith SFR - Plan Review Comments Mark Smith: West Coast Code Consultants, Inc. (WC3) has completed the first review of the single family residence located at 560 E Cronquist Rd. using the 2015 IRC/IBC.This review was based upon the following submittal documents: 1. Building drawings dated 06/29/2017 by New Energy Works. 2. Structural drawings dated 07/06/2017 by New Energy Works sealed and signed by Philipe R. Bachofner 3. Structural Calculations & Sketches by KPFF dated 07/08/2017 sealed and signed by Jason Peter Black, Professional Engineer were also provided. 4. Structural Calculations by Stahly Engineering&Associates, Inc. dated 07/06/2017 not sealed or signed were also provided. 5. Truss Layout &Specifications by New Energy Works unsigned. 6. Building, Plumbing& Mechanical Permit applications. 7. Energy Worksheets 8. Site Plan The 2015 Residential & International Building Codes were used as the basis of our review. Specific comments in regards to this project are enclosed with this cover letter. If you have any questions in regards to this review please do not hesitate to contact me. Sincerely, Martha (Ma ty) Gillis, CBO Attachment: Comments Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 415 N.6`h Street—Shelton,WA 98584 615 W.Alder Street—Shelton,WA 98584 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Belfair:360-275-4467,Ext.400 Belfair:360-275-4467,Ext.352 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.352 Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 415 N.611 Street—Shelton,WA 98584 615 W.Alder Street—Shelton,WA 98584 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Belfair:360-275-4467,Ext.400 Belfair:360-275-4467,Ext.3S2 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.352 Plan Review Comments Project Name: Smith SFR WC-3 Project#: 217-MAS-004 Location(s): 560 E Cronquist Rd, Allyn, WA Mason County Permit#: BLD2017-00654 Reviewed By: Marty Gillis, CBO &Trewin Chan, PE Date of Comments: 09/11/2017 GENERAL INFORMATION: The plans for the above-mentioned project have been reviewed.The following comments address areas of concern, non-compliance with the governing code, potential errors, or omissions in the proposed design. GENERAL COMMENTS: Mason County utilizes Plan Review Checklist for plan review of standard IRC code references. Please review the noted redlined comments which are required for code compliance. Checklist references are noted on the plans using Red ink using the numbering in found in the plan review checklist.This redlining has been provided as a courtesy and therefore no response or plan revisions are needed for these comments. Corrections requiring Response: In addition to the noted items corresponding with the checklist, additional review comments unique to your plan submittal have been noted below. These corrections require resolution which may require providing additional information, plan revisions, calculations, submittal of geological reports, product specific information, updating of application forms and fees, Etc.The appropriate design professional must address each comment below and submit a written response in addition to revised plans and calculations if necessary. Please cloud any revisions made to the construction drawings and provide the date of the latest revision on each revised sheet. SITE PLAN AND PERMIT APPLICATION INFORMATION: G1. Plumbing and Mechanical Application: Please provide updated information and provide payment of required fees regarding the following: a. Please add (1) additional Bathroom Spot fan to the P&M application to total 4 Spot fans. Please pay for additional fees as required at the Mason County Permit Center. Owner to add this and pay fee Page 2 of 15 Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 415 N.6tb Street—Shelton,WA 98584 615 W.Alder Street—Shelton,WA 98584 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Belfair:360-275-4467,Ext.400 Belfair:360-275-4467,Ext.352 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.352 G2. Site Plan: Please revise the submitted site plan in order to show the location, setbacks to structures and property lines, of the 1,000 gallon LPG (propane tank) proposed for this building permit. The permit application indicates that a 1,000 gallon tank will be installed. Site plan updated to show LPG tank—Sheet A0.1 G3. Site Plan: Please resolve plan conflict.The permit application indicates a 1,000 gallon LPG tank will be located serving this lot; however the plans indicate that a 120 gallon LPG tank will be installed adjacent to the garage. If there will be two LPG tanks please adjust the permit application and associated fees, if one or the other of the tanks will not be installed. Further, please provide seismic strapping for the 120 gallon LPG tank and confirm set back from the structure. Resolved via conversation w/reviewer. No 120 gallon tank is shown on plan G4. Site Plan: Please obtain separate permits for the retaining walls shown on the site plan as new. Provide engineering design and drainage. If vertical cuts will be made, temporary shoring may be needed. Please account for surcharge loading, if any from landscaping. Retaining walls will be addressed in a separate permit NON-STRUCTURAL COMMENTS Please see attached Mason County handout regarding LPG tank regulations. NS1. In general plan notes and specifications are needed. It may be that the specifications \ for this dwelling have not been submitted; however they would be helpful in order to V complete a full plan review of this building. Notes and specifications have been updated. see relevant sheets G NS2. Please obtain residential elevator permits through the department of Labor and industries. OK NS3. Please separately apply for residential sprinkler permit. NFPA 13D has been indicated ' on the plans. Verify Water availability and or otherwise document sufficient water p Y Y capacity and pressure needed to provide water serving the 13D system. a. Provide freeze protection for unheated areas and coordinate with Mason �J county regarding whether or not the covered exterior living locations are required to be sprinklered. Freeze protection has been provided were applicable; Exterior living—no sprinklers req'd Page 3 of 15 Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 415 N.611 Street—Shelton,WA 98584 615 W.Alder Street—Shelton,WA 98584 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Belfair:360-275-4467,Ext.400 Belfair:360-275-4467,Ext.352 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.352 NS4. Please provide a sump pump serving the residential elevator, or prepare for the installation of a sump pump and make the elevator pit 'sump pump ready'. Foundation plan updated—see sheet 51.0 NSS. Please provide for freeze protection of exterior shower, and show drain for the shower Foundation plan updated—see sheet 51.0 NS6. Provide a design of interior and exterior guardrailings, attachment of guardrailings and \ handrailing(s). specify spacing of intermediate balustrades, design f safety glass and or V cable systems as needed to meet IRC provisions for fall prevention. These notes already appear on cover sheet and have been added to plan sheets(51.1 &51.3) NS7. Please provide Special Inspection of: Note has been added to cover sheet a. SIPS panel installation/connections b. Expansion or epoxy anchors e See! �geei,,, ieai ; +,eRs meeting G.,eteehRieal . r+ Not required d. Field welding and high strength bolting. NS8. Please revise the plans to show tempered windows adjacent to the hot tub. Near doors, etc.a window schedule has been provided but does not list safety glazing, U values,etc. Plans updated. See sheets 51.1 &51.3. window schedule updated with relevant info WSEC COMMENTS: E1. Please provide detail between lower garage & lower galleria in order to show ridged insulation (thermal break). Both lower garage and lower galleria are conditioned spaces, so no break is req'd. E2. Please indicate whether the breezeway is heated or unheated and provide thermal break between breezeway&adjacent heated space (kitchen). Breezeway is part of conditioned space. Plans have been updated with note. E3. Please provide detail on all portions of heated space adjacent to outdoor living unheated space. a. Show insulation at perimeter floor joist. Updated floor details. See detail 7/52.1 Page 4 of 15 Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 415 N.6'h Street—Shelton,WA 98584 615 W.Alder Street—Shelton,WA 98584 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Belfair:360-275-4467,Ext.400 Belfair:360-275-4467,Ext.352 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.352 E4. Provide ridged insulation between wine storage and lower outdoor living. Wine storage (cellar) is adjacent to conditioned space only(tasting room and lower �1 garage). Exterior wall of tasting room has 1.5 C.I ,typical at all exterior walls E5. Please confirm whether the lower galleria is heated or unheated and insulate accordingly. Lower galleria is conditioned space and is shown as insulated per WSEC 2015 E6. Please confirm whether the breezeway is heated or unheated and insulate y accordingly. Breeze is conditioned space and is shown as insulated per WSEC 2015 E7. Please revise plans to show exhaust fans. a. Please identify whole house fan and its CFM. Plans have been revised to `. indicate HRV will be installed. The design, layout, and exact model to be specified by mechanical engineer prior to installation. See Sheet A1.0 E8. Please provide efficiency ratings for heating and air conditioning units. a. Please submit Simple Heating System Size worksheets for furnaces found at http://www.energy.wsu.edu/BuildingEfficiency/EnergvCode.aspx All worksheets required by WSEC have been added to the resubmittal STRUCTURAL COMMENTS: S1. Floor truss shop drawing and calculation: A. These documents are not signed and sealed. Please address. Please see IBC 107. SEA: Please revise the floor truss calculations per note B below and resend to SEA. B. The structural engineer of record floor DL is listed as 25 psf. The truss calculation indicates 10 psf was used. Please verify and address. SEA: Please revise the truss shop drawing submittal and send to SEA. S2. The CLT shop drawing and calculation: A. The sketches have not been included in the drawing set. Please include them. Please see IBC 107. SEA: Include CLT details on plan set. B. The calculation refers to IBC 2012, NDS 2012, SDPWS 08. These have been superseded. Please verify design complies with current codes. Please see IBC Chapter 35. SEA: Please send stamped calculations from CLT mfg to SEA for review. Page 5 of 15 Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 415 N.611 Street-Shelton,WA 98584 615 W.Alder Street-Shelton,WA 98584 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Belfair:360-275-4467,Ext.400 Belfair:360-275-4467,Ext.352 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.352 S3. Sheet S1.0: v A. The Foundation Plan around GL 2-6 shows discontinuous footing lines. Please very and address. Please see IBC 107. SEA: see revised plans B. Some of the footings around GL 6-7 may be missing dimension lines for identifying the location. Please verify and address. Please see IBC 107. SEA: see revised plans C. Drawings do not appear to show perimeter drainage. This may increase loads on V retaining walls. Please verify and address. Please see IBC 1805.4. SEA: See revised details D. Reinforcing for the foundation walls are unclear. Detail 4/S2.1 indicates#4 @ 24" o.c. each way. This does not appear to meet ACI 11.7.2.3 2 layers requirements. SEA:This section states 2 layers of reinforcement are required for GREATER than 10"thick walls, our walls are 10"therefore only one mat required. E. Detail 4/S2.1 indicates#4 @ 24" o.c. each way. This may not meet the minimum steel requirements of ACI 11.6.1. Please verify and revise as required. SEA: Reinforcing for foundation walls has been sized and reflected on the details of the plan sheets S4. Sheet S1.1: A. Drawing shows shear wall 8. This however has not been identified on the shear wall schedule. Please verify and coordinate. Calculation does not show wall 8. Please see IBC 107.This was intended to be a type 6 shearwall. The plans have been updated to show this fastening pattern. B. There appears to be more wall type 4 in the calculation than on the drawing. Please verify and coordinate. Please see IBC 107. Calculation book was showing the preliminary shearwall design. Calculation book has been updated to show the final shearwall design. All appropriate plan sheets have been checked and if necessary revised to show the correct fastening patterns. S5. Sheet S1.2: A. Hot tub is shown on the drawing. Please verify that the supporting framing members have considered the additional weight. Please see IBC 107.The Hot tub load has been accounted for on CLT deck. See calculations page 3 of the KPFF calcs. Dated 7/8/17 B. A note around GL 3-4 at the top refers to A/6.1. This page was not included in the submittal package. Please verify and address. Please see IBC 107. Note was revised.There is no sheet A/6.1 Page 6 of 15 Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 415 N.611 Street—Shelton,WA 98584 615 W.Alder Street—Shelton,WA 98584 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Belfair:360-275-4467,Ext.400 Belfair:360-275-4467,Ext.3S2 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.352 A note along GL 6 refers to bearing wall below. The load path is unclear. Please provide posts or footing for the (2) 3%"x 18" LVL. Please see ASCE 7 1.4.sheet has been revised to show 6x6 post below.See sheet S1.1 also •, . i i -.- =aws,r f MUFOW r... .•. �, a/ Ord ' ! Mir w� C. Load path for the joists (GL 5) next to the stairs is unclear. Please provide a beam or bearing wall. Please see ASCE 7 1.4. LSL to be 1-1/4"with bearing wall \ below. Sheet has been updated �1�•it • - _ k; , 1 _w •i: —�—r—yit1 R.Y.- Page 7 of 15 Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 41S N.611 Street—Shelton,WA 98584 615 W.Alder Street—Shelton,WA 98S84 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Belfair:360-275-4467,Ext.400 Belfair:360-275-4467,Ext.352 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.3S2 A. The load paths for the 3 %" LVLs adjacent to the elevator shaft are unclear. No posts or footings are provided on the Lower Floor and Foundation plans. Please verify and address. LVLs to be attached to Timber columns and on 2x6 bearing wall. Sheet has been revised and notes added for clarity. Footing has been added at left post. See sheet S1.1. t t 1 e A dn r—�--•,r�A"Y q- • e � F tJL • • � • tor>'w un— - - •asp � � B. GL 2.5: The connection for the 5 Y4" x 18" LVL and 3 %" x 18" LVL is unclear. Post P2 appears to support 3 beams with offsets. Please verify load paths. Please see ASCE 7 1.4.The LVLs are to be connected to timber column shown in plan. Attachment notes have been added to revised sheet .4 r , UC if i Page 8 of 15 Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 415 N.6tn Street—Shelton,WA 98584 615 W.Alder Street—Shelton,WA 98584 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Belfair:360-275-4467,Ext.400 Belfair:360-275-4467,Ext.352 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.352 S2. Sheet S1.4: (Sheet revised to S1.3) Shear walls between GL 3 and 4 appear to be missing hatch marks on the drawing. Please verify and revise as required. Please see ti IBC 107. SEA: Wall line has been hatched, see revised plan. S3. Sheet S1.6: (Sheet revised to S1.4) A. The ridge beams for the building appear to be unsupported. Please verify load paths. Please provide additional posts and footings as required. Please see ASCE 7 1.4. SEA: Timber shop drawings have more timbers not shown in the S sheets \' of this plan set. Timber drawings have been further coordinated with S sheets to ensure point loads have sufficient supports. B. The ridge beams appear to be span around 50 ft. Please verify load paths and .� provide intermediate supports. Please see ASCE 7 1.4. SEA:Timber shop drawings have more timbers not shown in the S sheets of this plan set. S4. Sheet S2.0: Detail 8, shows a retaining wall footing at a higher elevation adjacent to the building footing. Please provide calculation to indicate building footing can withstand the additional loads caused by the surcharge. Please see IBC 1808.3.2. SEA: Retaining wall is for egress purposes and not supporting building and surcharge loads. However, S5. Sheet S2.1: A. Detail 2/S2.1 shows interior and exterior floors. The diaphragm is discontinuous. Please provide tension device to tie the diaphragms. Additional blocking and straps may be required. Please verify and revise. Please see ASCE 7 1.4, 12.1.3, 12.10 and 12.11.2.2. SEA:These diaphragms are independently supported laterally. That said, since there are no seismic separations,ties from diaphragm to diaphragm have been provided. B. Detail 3/S2.1 shows interior and exterior floors. The diaphragm is discontinuous. Please provide tension device to tie the diaphragms. Additional blocking and straps may be required. Please verify and revise. Please see ASCE 7 1.4, 12.1.3, 12.10 and 12.11.2.2. SEA: Diaphragm is specified to run continuous through wall. Additional blocking and clips have also been provided. C. Detail 10/S2.1 refers to shear wall plan for fastening information. The information does not appear to be on shear wall plans. Please coordinate the drawing. Please see IBC 107. SEA: Shearwall schedule shows both sole plate nailing and anchor bolt spacing. General notes and schedules also state typical fastening where shearwalls do not occur. Page 9 of 15 Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 415 N.6t'Street—Shelton,WA 98584 615 W.Alder Street—Shelton,WA 98584 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Belfair:360-275-4467,Ext.400 Belfair:360-275-4467,Ext.352 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.352 D. Detail 11/S2.1 shows two floors with discontinued diaphragm. Please provide tension device to tie the diaphragms. Additional blocking and straps may be required. Please verify and revise. Please see ASCE 7 1.4, 12.1.3, 12.10 and 12.11.2.2. SEA: Detail has been revised E. Detail 14/S2.1 appears to be missing connection directions. Please verify and address. Please see IBC 107. SEA: detail has been revised. S6. Load paths from roofs to shear walls are unclear. Please provide details for the connections. Please see ASCE 7 1.4. SEA: Typical lateral load path is SIP screws @ 12" o.c.from SIP panel to double top plate around entire perimeter. See revised details. S7. The building appears to have a horizontal type 5 structural irregularity. Please verify that ASCE 7 12.5.3, 12.5.4 have been satisfied. Please see ASCE 7 T12.3-1. SEA: Seismic forces have been designed for and increased per section 12.5.3. S8. Due to the nature of the building's shape,the chords may be discontinuous. Please verify that the chords or sub chords extend far enough into the adjacent diaphragm to develop the axial force through shear transfer. This may require additional blocking and straps. Please see ASCE 7-10 1.4, 12.1.3, 12.1.4, 12.10 and 12.11.2.2. SEA: S9. Calculation: A. Calculation has not been signed and sealed. Please address. Please see IBC 107. SEA: calculation booklet to be sealed for final CDs B. Design Criteria: Deck live load is indicated as 40 psf. This may be 60 psf as required by Washington State Building Code Chapter 51-50 WAC. Please see T1607.1 of the amendment. SEA:This has been updated. C. Page 1 refers to IBC 2012. Please verify that the design complies with IBC 2015. Please see IBC 107. SEA: Confirmed. D. Simpson WSW calculation shows IBC 2012. Please verify that design complies ---11 with IBC 2015. Please see IBC 107. SEA:This has been addressed in updated calculation book. E. Simpson WSW calculation shows R=6.5 while Design Criteria indicated R = 7. Please verify that the design has accounted for the difference. Please see ASCE 7 12.2. SEA:This has been addressed in updated calculation book. F. Beam section refers to NDS 2012 and IBC 2012. Please verify that design complies with IBC 2015. SEA: confirmed, design was per 2015 IBC G. Foundation analysis refers to ACI 318-11 and IBC 2012. Please verify that design complies with ACI 318-14 and IBC 2015. SEA: confirmed, design was per 2015 IBC Page 10 of 15 Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 415 N.61'Street—Shelton,WA 98584 615 W.Alder Street—Shelton,WA 98584 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Belfair:360-275-4467,Ext.400 Belfair:360-275-4467,Ext.352 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.352 H. Please verify that the elevator structural support members have been designed for impact loads as described in ASCE 7 4.6.2. elevator support is designed by elevator mfg and has been verified. Final engineered drawings to be provided by mfg for review and approval prior to installation. I. Please provide key maps for designed members. Please IBC 107. SEA: Calculation book has been updated J. Please verify load paths for out of plane forces at the walls that support rafters without ceiling or collar ties. Please see ASCE 7 1.4. SEA: typical studs have been ~ designed as 2x6 DF-1-2 as specified in the general notes. Sections where this typical size does not work has been identified on Ian. Yp p S10. Please verify that seismic restraints are provided for mechanical systems. Please see ASCE 7 13.2. SEA: mechanical systems to be anchored per mfg. contact SEA if mfg desires anchorage design. Page 11 of 15 J Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 415 N.611 Street—Shelton,WA 98584 615 W.Alder Street—Shelton,WA 98584 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Belfair:360-275-4467,Ext.400 Belfair:360-275-4467,Ext.352 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.352 511. Sheet A0.1: A. New Building Location plan indicates a new retaining wall. It appears that the design has not been included. Please clarify if this item is to be on a separate permit. If not, please include the design. Please see IBC 107.This item to be on a separate permit. B. CeeteGh'S Fepeict-bias not been pFevided fE)F thesite. Due t the steep sl p s 94 the site ease pFevide geetesh's FepeFt. Please see-1 1803.3- Resolved in conversation with plans reviewer and mason county. No Geo-Tech report required 512. A masonry chimney extending above the roof is shown on the drawing A3.0. A. Please verify that the chimney has been analyzed for wind load. Please see IBC 107. SEA: See additional details for the fireplace support. B. The footing does not appear to support the chimney. Please verify if the framing members have been designed for the masonry weight and its deflection requirements. Please see IBC 107.SEA: Chimney and fireplace to be stone veneer over wood framing with a gas insert. Footing has been design to support loads and will be confirmed to be designed to resist overturning forces. 513. Sheet A-4.0: The roof appears to have large overhangs and projections. Please verify that uplifts have been considered for these locations. Please see IBC 107. SEA: SIP ~ panels' uplift forces are resisted by fastening the SIPS to the rafters and the plate timbers.Timber connections have been designed to resist said uplift. Page 12 of 15 Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 415 N.6th Street-Shelton,WA 98584 615 W.Alder Street-Shelton,WA 98584 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Belfair:360-275-4467,Ext.400 Belfair:360-275-4467,Ext.352 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.352 g!� cot + -� MASON COUNTY COMMUNITY SERVICES DEPARTMENT Mason County Bldg.B, 615 W.Alder Street,Shelton,WA 98584 www.co.mason.wa.us (360)427-9670 X352 Belfair(360)2754467 X352 STANDARDS FOR INSTALLTION OF PROPANE TANKS avp tom-_ �- 1\\ _ M w,rWow air o"Wner 10 h(mh) '24,3) _ (source d ignition) (Note i) toh(min)(Note1 Cmtml AJC _ compressor 10 It(min (source of ignition) (Note 1) -loft 5h N Vj' o (m n) (Note 2) '.'�' /. Avwc Crawl specs op-rig. Nearest lino of ago"rig -/ —�-(min1 wodew.or exhaust tan property That can be / r (Noe 3) 10 R(min) bunk upon 25 it(mn) For SI units,1 f:=0.3048 m (Note 3) / Note 1:Regardless of its sve,any ASME container filed on Note 2.RoW to 8.3.9. site nws'be located so that the hung cornaWion and fixed maximum Gqud W.Fel gauge are at least 10 h from any Note 3:This distance may be reduced to no less than 10 ft for a wwnal source of ignition(e.g..opon flame.window A/C, single container of 1200 gad(4 5 rtn3)water capacity or lee, compressor),intake to threct-vented gas applionce,a intako provRW Mich container Is at least 25 it from arty other I P-G" to a mechanical ventilation sys'om_ container of mwe than 126 gal(0 5 ry3)water capocity Hofer Rotor to639. $0633. FIGURE I-I(b) Aboveground ASME Containers.(This figure for ittastratur purposes only;code shall g+ntm.) NFPA 58 Table 6.3.1 Separation distanced between containers,important buildings and other properties. Minimum Distances Water Capacity Mounded or Underground t per Container Aboveground Containers Bctwccn Containers Containers` Cralloot ,_ Fect Feet Feet <125 to (` 0 125-250 10 10 0 251-500 10 10 3 501-2(I4 ) 10 25 3 2001-300)0 50 50 5 Footnote a: Distances for mounded or underground tanks shall be measured from the pressure relief valve and the filling connection.No part of an underground ASMF,container shall be less than 10-11 from a building or property line that can be built upon.(.NFPA386.i.4) Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 415 N.611 Street—Shelton,WA 98584 615 W.Alder Street—Shelton,WA 98584 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Belfair:360-275-4467,Ext.400 Belfair:360-275-4467,Ext.352 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.352 Footnote b:The horizontal distance between the portion of a building that overhangs out of the building wall and an ASMF container of 125 gallons or more shall comply with the following: (1) The horizontal distance shall be measured from a point determined by projecting the outside edge of the overhanging structure vertically downward to grade or other level upon which the container is installed. (2) This horizontal distance shall be at least 50%of the separation distance required in Table 6.3.I. (3) This requirement shall apply only when the overhang extends more than 5-R.from the building. (4) This requirement shall not apply when the overhanging structure is 50-11 or more than the relief valve discharge outlet. (5) This requirement shall not apply to ASME containers.2002 to 30,000 gallons,where the container distance from a building is in accordance with NFPA 58 6.24.2. Footnote c: Access at the ends or sides of individual underground containers 125 gallons or more shall be provided in multi- container installations to facilitate working with cranes or hoists.rtiFra 586.3.III Footnote d- The distance measured horizontally from the point of discharge of a container pressure relief valve to any building opening below the level of such discharge shall be in accordance with Table 6.3.9.and figure 1.1(b).(EFTA 51?6.3.9) Footnote e: Cylinders installed alongside of buildings shall be positioned so that the discharge from the cylinder pressure relief device is located as follows:(1)At least 3-11 horizontally away from any building opening that is below the level of such discharge.(2)At(cast 5-Il in any direction away from any exterior source of ignition,opening to direct-vent(scaled combustion system)appliances,or mechanical ventilation air intakes. Cylinders shall not he located and installed underneath a building unless the space is open to the atmosphere for 50%of its perimeter or more. The distance measured horizontally from any point of discharge of a container pressure relief valve to any building opening below the level of such discharge shall he in accordance with Table 6.3.9 and Figure 1.1(b).(,YFPA 5m 6.3.7,6.3.8.and 6.3.9) AIMITION.M. Rt:UI IRf NW's I'S. 1. A building permit shall be required for the installation of any sized tank serving a fixed appliance within any structure. 2. All LP tanks shall be installed in accordance to NFPA 58 and the International Fire Code. 3. Weeds,grass,brush,trash and other combustible material shall be kept not less than 10-feet from LP tanks in any direction. 4. When exposed to probable vehicular damage due to proximity to driveways,parking areas,or alleys.LP containers,regulators and piping shall be protected. W30 oonabororlsol,rt:e GrvalAC (mm t! _(^ ).�" t Ilsrtanl l�ro2 I+a+'ra IN ipnnonl 3[ C}indv-rot Mad on sue •'�.: (�3) Cyt.00 uk4 a+wee from t"Vk 1""% crew fKaco owl's whaw's.or Muutl la. For 64 urns.1 t.0 3046 m Nda 1 5-t A>1 .w hOm'Wof vale H b'y 13007 on ew47 No"2'tf the comaw M wo on sea ftm a tKA VV*I fna from wry oxww source of gnton,"roVs 4W d ma- qI%V carrwem and wr#vole rnet to at*09 10 tt from nnf s�pw'1os.a"ChWKat WOW fir MPK" "we are sou d qwn.Openn0e te0 elect-,yam H010,to 63 7 awiancek a mKM'1eA1 Nan4la:ror,u p+hoee P1440,106139 None 3:Fb9e to 6.3 7. FIGURE t.tla) "NrAe,,.(Thit figwn for MaW tutpvfovt oe}y;cede elaadonem) Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 415 N.6'Street—Shelton,WA 98584 615 W.Alder Street—Shelton,WA 98584 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Belfair:360-275-4467,Ext.400 Belfair:360-275-4467,Ext.352 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.352 Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington.This review is for general compliance with the International Building Code as it relates to the project. If you have any questions regarding the above comments, please contact Martha (Marty) Gillis by phone or email (425-582-1719, martyg@wc-3.com) [END] Page 15 of 15 �u),Ia l-7 - 00 (95+ MASON COUNTY RESIDENTIAL PLANS SUBMITTAL CHECKLIST Owner's Name: m Date:? / I Project description: Documents: B U I L D I N C RECEIVED ✓ Building Permit Application Completed. JUL 0 7 2017 L,/ Mechanical/Plumbing Application Completed. Planning Intake Checklist Completed. 615 W. Alder Street v," Site plan includes: Allowable building area, roof overhangs, decks, etc. ✓ Fire Apparatus &Access Road info required? Yes/(lm Stormwater Checklist Completed. Energy Code Application Form - O Electric wall heater O Electric central furnace O LPG Furnace ® Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type ) O Ductless Heat Pump O Other: Specify: Construction Plans: Sets ( 2 full size sets�nr/engineered calculations & 1 reduced sized set 11X17 min.(no calculation needed ) _plans Legible _Recognized Scale V Elevation Views ✓' Cross Section ./Foundation Plan /L Roof Framing Plan Floor Plan —Use of rooms labeled (all floors) _Floor Framing Plan -all floor levels including loft, crawlspace, etc. Deck Framing Plan including covered porch, carports Plan Details: I Roof framing details, truss lay-out may be needed (Hip and girder location shown) A,,' Wall Framing - Does bearing-wall height exceed 10'? (Engineering may be required) Over v.- Floor framing: Floor joists (size & spacing):_ X 12" G L. , Floor beams: ( 2) I q' 11 90 LVl— Window headers. Typical header: Garage header: L Foundation: footing size, reinforcement Concrete Walls - Does Concrete Wall Height Exceed 8'? (Engineering may be required, see details) v Landings at all exits? Less than 30" above grade? Y/ N (must be shown on site plan) Water Heater: Location: Mjrjn, l'iadM Type: Heated By Furnace- Location of Furnace t'►\ Fuel type: ✓Fireplace/Stove Information Shownq-,.Fuel Type? Location(s) ) Window Sizes Marked on Plans. 1 'J- A '7.p a.. � �►sMe Braced wall pan s (shear walls) MUST be marked/indi ed on plans.Shear Flom Poe. Engineere Yes No Snow load -c seismicrD21 Design Code: Are plans stamped�l�+ <S5 uC Cat [C.5 0 Manufactured Homes. _4 Floor Plans (rooms& areas must be labeled) Foun�tion Type: ANSI/Manufacture methodYdecks ' eered footin undation Basement Decks*: 4x4 min. landinat each entrance (mu a shown on site/plot plan) *Covered ks and/orrester than a 4'x4' that excee e a permit and construction p COMMENTS: Intake review(init Is): Date: H:\permit tech building checklist2015.doc Revised 8.5.2016 If any of the items listed below are either indicated or missing within the construction documents; the plans must be engineered or returned to the applicant for resolution. ENGINEERING REQUIRED: Braced wall panels/brace wall lines are not marked on plans (R602.10) Amount and location of bracing does not meet minimum required in Table R602.10.1 DESIGN CRITERIA: All notes and details required as a result of the engineered analysis shall be transferred onto proposed building plans. Wind 85 MPH, Exposure B (unless proven otherwise). Seismic Zone: D2, Snow psf. IRREGULAR BUILDINGS R301.2.2.2.5 Irregular portions of structures shall be designed in accordance with accepted engineering practice. A portion of a building shall be considered to be irregular when one or more of the following conditions occur: 1) Exterior shear wall or braced wall line are not in one plane vertically from the foundation to the uppermost story in which they are required. See exceptions. 2) Roof or floor is not laterally supported by shear walls or brace walls lines on all edges. 3) Portion of roof or floor extend more than 6 ft. beyond the braced wall line. 4) End of BWP extends more than 1 ft. over an opening more than 8 ft in width below. 5) Opening in a floor or roof exceed the lesser of 12 ft. or 50% of the least floor or roof dimension. 6) Portions of floor level are offset vertically 7) Shear wall lines do not occur in two perpendicular directions. 8) If a story above grade includes masonry or concrete construction*When this applies the entire story shall be designed. In accordance with accepted engineering practice. *(exception: fireplaces, chimneys, and veneer as permitted by the code). ***Applicant must take plans to a design professional to address items indicated above*** Notes/Comments for design professional: H:\permit tech building checklist2015.doc Revised 8.5.2016 PLANNING Smith, Mark BLD2017-00654 THIS DIMENSION IS APPDXIMA7E AND IS SHOWN I Replacement 7652 sq ft SFR ONLY TO VERIFY COMPLIANCE WITH SETBACK REQUIREMENTS-� I J iF \ I I r r 1 ! i � `r = - '� t1 � - 5 G 'G a 3 1 s� _ >�f ��•�- _ —l__ L_�--�-�=�— — _ - t _ _ � r 1 f NEW SEPTIC �. LOT B,$S#370 � PARCEL N0.12232-10-92110 — DIMENSION TAKEN FROM EASTWARD o ti� 82'-7 7/16• RETE BBUULKH aD STAIRS.BASED ONST POINT OF EXISITNGNSITE PLAN VIDED NEW RETAINING WALL NEW DRIVEWAY EASTWARD A405T POINT OF NEW �r WCCa0i7-- BUILD `.WATERTO ?. O DL�7 MECH RM: I ' r I I t J4 EXIST WELL NEWAESIDENG I � __ELEC TO PANEL' IN MECH RM f ! 'NEW DRAIN r -�t - r i I •-1 ' r f I � t _ 1 TRANSFORMER/METER 1 — — — — — — — — — i — — I — — — — — SW v Z D17-001 7P I CONCEPTUAL SITE PLAN I I ctre e I -' Z Z 3 — /D—q Z 110 ` U.rb�ln sl•ore I;n e 'APPROVED MASON COUNTY DCD PLANNING PLANNING: SITE PLAN REQUIRED TO BE QN SITE CHANGES SUBJECT TO APPROVAL, ALL SETBACKS ARE MEASURED By 4a-7i Z3 Date FROM THE FURTHEST PROJECTION OF THE BUILDING MASON COUNTY COMMUNITY SERVICES Building,Planning,Environmental Health,Community Health RECE i`✓ED JUL 6 i Lai 6 February 2017 615 W.Alder Street Mason County Addresses Exempt Wells The Washington Supreme Court decision on Whatcom County v. Hirst, a Growth Management Act (GMA)case,has had a profound impact on the way many counties throughout the state address water resources.Under the Hirst decision,counties have the responsibility to make determinations of water availability for development permit approval and cannot defer to Ecology.While this decision affects all water withdrawal, it greatly affects the legal availability of water from Permit Exempt Wells.This handout explains the Mason County position on Hirst implementation. • At this time we are in compliance with the current comprehensive plan • The comp plan is being updated and that process will take another few months to complete • The legislature is working on legislative changes that will impact implementation of the decision and we're waiting to see how that will effect state wide policy • We're working with stakeholders to address current and future water use issues, and to match population growth with available water as required by Hirst. Through the comprehensive plan, we are updating forecasts for population growth,buildable lands,capital facilities and water use. We will use county-wide groundwater studies to estimate development's impact on streams that have instream flow regulations, and create county-wide solutions to mitigate for development's impacts on stream flows. • At this point in time,we are proceeding under our current policy as outlined in our current development code and our current comprehensive plan. However,we are currently engaged in the process of updating both our code and our comprehensive plan. The updated comprehensive plan and code may be more restrictive than the current plan and code,as required by the Hirst decision. Even if our current plan and code allow you to install an exempt well,we have no control over judicial interpretations of State law or how State law may affect your project; therefore,our willingness to permit your project or allow your exempt well is not a guarantee, promise,or warranty that you will have legal or actual access or right to water. We cannot promise, guarantee, or warranty that your permit will not be invalidated,or your exempt well prohibited,by a court or hearing board. Notwithstanding our issuance of a permit at the County level,you proceed at your own risk By signing this,I declare that I have read and understand the policy for Permit Exempt Wells in Mason County when applying r an Application of Water Adequacy. Date: Si nature Parcel /7Z3z Public Health Community Development (Community Health/Environmental Health) (Permit Assistance Center/Building/Planning) 415 N.61'Street—Shelton,WA 98584 615 W.Alder Street—Shelton,WA 98584 Shelton:360-427-9670,Ext.400 Shelton:360-427-9670,Ext.352 Beffair:360-275-4467,Ext.400 Belfair.360-275-4467,Ext.352 Elma:360-482-5269,Ext.400 Elma:360-482-5269,Ext.352 TO BE KEPT IN THE PARCEL. FILE NEW ENERGY WORKS design I timer.ming I ivoodworia Special inspections Agreement Certification of Fabrication 10/23/17 New Energy Works Timber framers is fabricating and installing the Doug fir timber frame for the Smith residence. The frame consists of milled timbers on the exterior and reclaimed timbers on the interior. Milled timbers will be provided by Canyon Lumber Mill , 352126r.'Pl, Everett,WA- The certification will be included with timber delivery and N.E.W. will submit certification prior to framing inspection Reclaimed timbers will be certified by West Coast Lumber Inspectors Bureau. Final credentials of actual inspector will be p�-V\ided prier to framing inspection I tt' 10.23.1 7 David Shirley,NEW ` Date 10 23 l�' ner Rate