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BLD2013-00612 Final Demo SFR - BLD Permit / Conditions - 11/12/2014
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427`9670, ext. 352 Mason County Bldg. III 426 W. Cedar P.O. Box 279 Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2013-00612 OWNER: PETER ORSER RECEIVED: 7/25/2013 CONTRACTOR: LICENSE: EXP: ISSUED: 9/4/2013 SITE ADDRESS: 6510 E GRAPEVIEW LOOP RD ALLYN EXPIRES: 4/30/2014 PARCEL NUMBER: 122321001090 LEGAL DESCRIPTION: TR 9 OF GOVT LOT 1 TAX 132K PROJECT DESCRIPTION: DIRECTIONS TO SITE: DEMO EXISTING SFR CLOSEST TO SHORELINE AND REPLACE WITH FOLLOW ST RT 3, R ON GRAPEVIEW LOOP RD TO SITE ADDRESS ON NEW THE WATER SIDE General Information Construction&Occupancy Information Square Footage Information No.of Bedrooms: I Type of Constr.: V13 Type of Use: SF Insp.Area: No. of Bathrooms: 2 Occ. Group: R-3 Lot Size: Deck: Type of Work: NEW Fire Dist.: 5 No. of Stories: 1 Occ. Load: Building:1,714 Valuation: $ 216,617.52 Building Height: 24 Occ. Status: Seasonal Basement: COV DECKS 426 Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: W 100.0 Ft. Shoreline: 20.0 Ft. Water Body: CASE INLET Rear: E 20.0 Ft. Slope: Ft. SEPA?: Unkn Model: Width: Ft. Side 1: N 10.0 Ft- iy*sn Year: Serial No.: L Side 2: S 18.6 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Water Closets (Toilets) 2 Furnace<100K 1 Plan Check Fee GMM 7/25/2013 $ 1,006.30 S1201300000001 Lavatories 3 Heat Pump 1 Planning Review Fee GMM 7/25/2013 $205.00 S1201300000001 Bath Tubs 1 Ventilation Fan 4 EH Plan Review KKK 7/30/2013 $ 103.00 S6201300000001 Showers 1 Gas Outlets 5 Building State Fee LDK 8/29/2013 $4.50 S2 20 1 3 0000 00 01 Water Heaters 1 Propane Tank 1 Building Permit Fee LDK 8/29/2013 $ 1,548.15 S2201300000001 Clothes Washer 1 Woodstove 1 Mechanical Permit Fee LDK 8/29/2013 $246.90 S2201300000001 Kitchen Sink 1 Dryer Vent 1 Mechanical Base Fee LDK 8/29/2013 $28.50 S2201300000001 Dishwasher 1 Exhaust Hood 1 Plumbing Permit Fee LDK 8/29/2013 $ 110.60 S2201300000001 Hosebibs 1 Plumbing Base Fee LDK 8/29/2013 $24.70 S2201300000001 Laundry Tray 1 Total $3,277.65 BLD2013-00612 Please refer to the following pages for conditions of this permit. Page 1 of 8 CASE NOTE5 FOR BLD2013-00612 CONDITIONS FOR BLD2013-00612 1) WG20 3- 110 UST HAVE AN APPROVED FINAL INSTALLATION PRIOR TO TEMPORARY/FINAL OCCUPANCY. 2) A ov p imensions a setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. 3) e p Po pr ect must be consisten with all applicable policies and other provisions of the Shoreline Management Act, its rules, and the Mason o y eli 4) 1 construction and demolition debris must be removed from the site after project completio . Pr dis os construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. 5) Temporary erosion control measures must be implemented to pr v nt water quality degra ti a ja ent ter roperties. Silt fencing, straw, or matting must be installed and maintained until upl v tati ha become established 6) Prior to final approval, all upland areas disturb d or ne I cr ate y co on activities all be seeded, vegetated or given an equivalent type of e io otec' n It fencing or straw mattin . X 7) Conc a chat ust be conta' ed during pourin , such that water quality degradation of adjacent waters does not occur. X 8) A on County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, ins ction and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. *NOTE if Stormwater Management option"A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document en ' ed "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the pp ication/worksheet. If the development has, or will have, a septicldrainfield system you are responsible for contacting Mason Tdat En ironmental Health to ensure tha rmwater system will not adversely affect the septic system of this, or any other, parcel. You mon It with the septic design profe Tonal inv with the project. By calling for a final inspection of the building permit the owner/agen w J�componenit of the stor ate management system have been installed as approved on the stormwater site p 9) All property lines shall be clearly ide of foundation inspection. X BL02013-00612 Please refer to the following pages for con fitions of this permit. Page 2 of 8 1 p) ndings n st must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Ap v d ite an"to ensure ese structures are shown and meet the setback conditions listed. 11) B efinition, rop ne tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan" to ensure e truc res eet the setback conditions listed. 12) C ctor istrati n laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. T re re tentia risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1 80 982. e n sign g this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. 13) Al ppro plan are required to be on site for inspectionpurposes.oses. If an inspection is called for and plans are not available on site, then approval will p b gr ed. I addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building De p t pr; further inspections being performed or approvals granted. X 14) O gent esponsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. 15) T n vie ch k list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the c rections i icate on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building fficial. T permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or rem ppro d documents w' result in failure of required building inspections. 16) T F ATI SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X 17) Th approv si plan is required to be on-site for inspection purposes. If an inspection is requested and the "approved" site plan is not on site, then oval wil of b granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the ui din rt nt prior to any rther inspections being performed or approvals granted. 18) IE Compliance has been approved as follows: e Method: Prescriptive option, Window (Max U-Factor):0.30, Skylight(Max U-Factor):0.50, Doors H t Type: Electric or other than electric, Complianc (Type/M -Factor): or less, Wall insulation R-21, Floor insulation R-30, Ceiling insulation R-38 advanced or R-49 standard, Vault Insulation R-38, and S b Ins lation -10 In dition t fo owin credit from Table 9-1 shall be completed: 3B & 5A X BLD2013-0061 Please refer to the following pages for conditions of this permit. Page 3 of 8 I 19 A permanent certificate, completed by the builder or registered design professional, shall be posted within three feet of the electrical distribution panel. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient(SHGC)of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Section 503.10.2, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 0.00030 Specific Leakage Area (SLA) when tested with a blower door at a press of 50 Pascals (02 inch w.g.). Testing shall occur at any time after rough in and after installation of penetrations including penetrations for utilities plumbing, electrical, ventilation, and combustion appliances and sealing thereof. The blower of the building envelope, g p � p 9 9 door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for ad ' ions le than 750 square feet. Reference WSEC 105.4 Certificate and 502.4.5 Building Air Leakage Testing. omplian certi icates are available online at the WSU Energy program website titled, "WSEC 2009 Certificate"and are available in %4 or'/2 sheets. The Mason C my P rmit Center will also have some available. 20) inimum of 50 percent of all luminaires shall be high efficacy luminaries unless lighting compliance was approved using the options available in WSEC ect' 5-20 1530. Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall ion sensors with integral hotocontrol hotosensor or r controlled b a mote p b igh a cy minaries unless permanently installed outdoor luminaires are y ( ) 9 P i stal din r ar and swimming pools or water features. All fluorescent fixtures must be fitted with T-8 or smaller lamps (but not T-10 or T-12 lamps). of 'enc WS 505. X 21) QUIRE NT FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the anufactu is i tallation instructions. X 22) indows in High Exposure Area II windows and doors shall be installed and flashed in accordance with the manufacturers written installation instructions and shall be available during ns cti s. I add' 'on to other' spection(s), an inspection of the flashing shall be required for projects located in an area with a wind exposure of C or D, reference I C 1.2. .4 & C 1BMA.The design criteria for this project is established at 85 mph wind speed, exposure_C_ 23) E IR M TS OR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the ma ufac r is in lation instructions. X BLD201 -00612 Please refer to the following pages for conditions of this permit. Page 4 of 8 L�{I /A ividJUI l %.UUI Ily OLU1111wom-1 Mai 1ayc111c1I1 vvvi not 1cck rruo .Qjl — fl—I — .-- -,y r ....... t r.. -.. ... _..._.o.., _._...,v, r.-.--..._..., inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document led"Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes an approved plan based on the criteria liste Ua ation/worksheet. If the development has, or will have, aseptic/drainfield system you are responsible for contacting Mason Count ivionmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may o iwith the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/c ntra fo components of the stormwater management system have been installed as appro on tormwater site plan X 25) buildin of u usually tight construct n, fuel-burning appliances(excluding cooking appliances and domestic clothes dryers) shall obtain combustion air f m tsid n acc with th nternational codes. 26) n uild ass s all responsibility if drainfield/reserve area is encumbered. rainfield/ e e requires a 10ft setback from all footing/foundations. Sep 'c tan s) r wires 5ft setback from all footing/foundations. N ound ion- ain hin 30 , down gradient of drainfield/reserve area. X 27) Co rete us d or ba ement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other v a cone to w exposed t, the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). 28) C rb onoxide alarms, listed as complying with UL 2034 shall be installed in accordance with manufacturer specifications and in accordance with IRC S ion R 15. ew an ex' ting wellings within which fuel-fired appliances are installed, and new dwellings with an attached garage shall be equipped with carbon ono e lar C d oxide alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms. 29) T internati I co a requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150' from an approved ess oa . Roa are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where u h ad onn wi county maintained public road or to another fire apparatus access road which connects to a county maintained public road. 30) A ch ge in r posed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building D p ment fort construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached th et . If cum nts are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be c ar d d sh be c Ilected by the Building Department prior to any further inspections being performed or approvals granted. BLD2013-00612 Please refer to the following pages for conditions of this permit. Page 5 of 8 13 f Wa vmg Nn. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in 7acent revo atio 32) ons for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the ater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regar ' is o d Hance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting fro a Mas n o my Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed b ca wit in 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect f o' c 33) lacem t of ru r st co ly with standards set forth per the international codes regarding descending and/or ascending slopes. 34) All c n si "a oved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordi a or re ation, must b viewed and approved by Mason County prior to construction. X 35) CO TRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. TJ�i s ructi of he permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance w ter tion I code ended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building In sh lb a rior to requesting additional inspections. X 36) Aane tanks must be installed in accordance with the International Fire Code and all applicable Mason County ordinances. All propane tanks filled omust be located a minimum of 10'from any possible source of ignition (electrical outlets, electrical fixtures, compressors, etc), mechanical system aie(direct vent appliance, ventilation air intake, etc), and/or any weeds, grass, brush, trash or any other similar combustible materials. Propane tanks less 125 a ons must also be located a minimum of 5'from any building opening (foundation vents, windows, doors etc). Setback to the public way, or cress a m nts shall be the greater of 25-ft or as specified in the Mason County Development Regulations. Setback to property lines shall be the gr ate f or, s specified in the Mason County Development Regulations. If a propane tank is exposed to probable vehicular damage, protective boll. ds m t in I X 37) All prop ne tanks must be installed in accordance with the International Fire Code and all applicable Mason County ordinances. All Propane tanks betwe 125 and 500 gallons must be located a minimum of 10'from any building, possible source of ignition (electrical outlets, electrical fixtures, compressors, etc), and/or any weeds, grass, brush, trash or any other similar combustible materials. Setback to the public way, or access easements sh e the oar of 25-ft or as specified in the Mason County Development Regulations. Setback to property lines shall be the greater of 10-ft or as s ecifie i e 0son County Development Regulations. If a propane tank is exposed to probable vehicular damage, protective bollards must be i stall BLD2013-00 12 Please refer to the following pages for conditions of this permit. Page 6 of 8 Jb� 1 V Vp�i`n C lQ J IIUOI UJ IIWkullGU III u�t/vlu rrlul 411- n.aa.11wuv.i... . nv vv.w a. •.a.v anu vAr Niv...v... •. .. ....... ..,... .............. .. .. .......... ...—... `J r•-r..... m Neio th Ilti uirements and minimum setbacks as listed in the Mason County Fire Marshal's Standards for the Installation of Propane Tanks. X 39) Fected after the installation of fuel piping is complete, and before the attachment of fixtures, appliances, or shut-off valves. At the tist pressure shall be no less than 10 psi held for no less than 15 minutes. Appliances to be attached to the fuel piping system shall l ins ec has been performed and approved by a Mason County building inspector. 40) The acement of small propane tMarenoally subject to a permit review by the Planning Department; however, propane tanks are subject to Plan ing Department regulations. primarily consist of setbacks from shorelines and features considered to be critical areas (streams, wetlands, slopes, etc.) If you thinst nearby your property, pie a ct the Planning Department so that exact setback requirements can be determined. 41) All property lines shall be clearly ide of foundation inspection. X 42) All ilding its hall have a final inspection performed and approved by the son County Building Department prior to permit expiration. The failure to equ st nal i pection or to obtain approval will be documented in the legal operty records on file with Mason County as being non-compliant with as C u ty o ces an uilding regulations. 43) ermits x ire 80 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for tion r eno not exceed' g 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit old h v pr ctio om being taken. No more than one extension may be granted. 44) Pr. ure tr to d od manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, co e or , a ash . Install metal connectors a proved for contact with the new types of pressure treated material. X 45) Ret ning walls needed to support a r rg su as structures, oads, or to support slopes, shall require a separate building permit and approval prior to c,nstruction of the retaining wall. X 46) Special inspection(s)shall be reql d for steel construction in accordance with the 2012 International Building Code(IBC), Section 1705.2.1 and Table 1705.2.2, including worat involves welding. Welding inspection(s)are required to verify that welding connections, specified on sheet S3, are done a specfied. When welding is performed on site a WABO certified welder shall perform welding and a WABO certified inspector shall perform inspections. Inspection reports prepared in accordance with IBC 1704 shall be submitted to the Mason County Building Department. 75 ing p orm d in a certified shop and or fabricator shall be verified. Provide qualifications and welding information to the Mason County uilding 1 pec or during the framing Inspection. X BLD2013-00612 Please refer to the following pages for conditions of this permit. Page 7 of 8 All windows and doors shall be installed and flashed in accordance with the manufacturers written installation instructions and shall be available during inspections. In a ition t oth r inspection(s), an inspection of the flashing shall be required for projects located in an area with a wind exposure of C or D, reference 1 R 1- .1.4 & IBC 1609.4. The design criteria for this project is established at 85 mph wind speed, exposure C. 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 s ure r view and inspection. This permit/application becomes null &void if work or authorized construction is not commenced within 180 days or if co truction w rk is kuspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS RMI AP P ICA ON OF 180 DAYS WILL INVALIDATE THE APPLICATION. S7Sig ure Date y � OWNER - REPRESENTATIVE - ONTRACTOR Print Name (Circle one to indicate BLD2013-00612 Please refer to the following pages for conditions of this permit. Page 8 of 8 Cis o CONCRETE MECHANICAL IVdANUWTURED HOME Footings!Setbacks [?ate Ribbons Gas Piping o Interior Date By Interior-Date By Dale By Exterior-Date By Exterior-Date B Sat up S Point toad I Isolated Footings INSULATION i s B GISl.,ABINSlrLA710N y Date By Data By FIRE DEPARTMENT � Foundation Walls Floors Dale By Date By Data P-y DECKS g FRAMING Walls Date By Date By Data By PROPANE TANKS PLUMBING vault Data Sy Dana By OTHER Groundwork Attic Type: Date gy Date By _ . bate I5 y D.IIiEV DRYWALL Type_ Int Braca Wall bate By Date By.D Date By _ __ FINER INSPECTION � CD Water Lane Fire Sieperation Date By Date By Date By m Pass.or Request In.sped v) Tyne of Insp. Fail Date Cate Dane By Comments Cn 4-V'- rowg OdAc� a o a � 2 Err ;1Y a 1, Y �% \ Sew o� c, CD �i-yam IZ IH &i /k L40► R 6 m �? I L✓J�� � I-� �� - - - f(A01Y Wt"k,, \ .(Vu C 6 L cc ���;.,�,t� �'lct %P a 0 co 0 N CONCRETE MECHANICAL MANUFACTURED HOME k tb J S ti oongs Setbacks Date 3�SI�� By F e rn w Gas Piping Ribbons M oInterior Date By Interior-Date By Date By N Exterior Date By Exterior-Date By Set-up nl Point Load J Isolated Footings INSULATION Date By �j BG/SLAB INSULATION -- X Date By Data By FIRE DEPARTMENT Foundation Walls Floors Date By Date By Data By DECKS FRAMING Walls L�>r► � Date By Date 3 5 I'� By WL, Data 3 i Z ' By PROPANE TANKS PLUMBING vault Date By Date 1711 SYL-NL- OTHER Groundwork Attic Type:Stwvcz. R-0— Date By Date By Data (o/l�/lam( By Loll D.w.v DRYWALL Type: InL Brace Wall Date �/N By �� Date By Rate By r m FINAL INSPECTION 0 v Water Line 1 Fire Separation T i l l-2)H B O Date p� By Date By Date 1 y rn W s Pass or Request Inspect. c Type of Insp. Fail Date Date Done By Comments rn o cST�' d- �� 'Olt. TV Gd yI�Q c/7 dJ✓ .8g 'l C. IAd is /I/_ S_ a q L D GA-T/B ..r �.. �1,-j6 a ` � cS / .L�',l3 / �'✓�/ o' o d �✓ ) / r CD GG, !6© cgj 007' V. v T -T of L sG/ OdF/P00 V,4'w vG- Gt/ 7c ✓t r/1/r vt- '� eve sv m 0 /I 60, ld - -/3 16- 6- L t „-►.' C es -�t, loS I or `` L �J rr:su S 7 - � ut.2 S rt.o -� � G:.. .bd .�� z�r C_ e •,•i, Permit# 3 �� MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location &5'010 J� 64t P This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items listed below must be corrected to gain compliance r�'f yr J J t Y r C 2s✓1 r I /1 -e2:i I f-,tb,4 rA K f •' -/� �7'' � n.j' w I v,1 i 1" w'L.s-� �[' I YVl.CG S� •✓1, I• ,Z��fir IIJ,.rx '�1 ' f7JV-� ✓1ZS 4COMA ta.✓1�J 'GlwGt t CylL•. t'C• t �. tit -fit 'r+A �s J.• i. -s L I �i You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK 1@ Call for re-inspection when corrections are made before continuing ❑ please contact our office ❑ Make cor io s, ite s ill a ch ked n next i pecti n regarding possible structural damage incurred by recent s s no a complete inspection "natural/man made" ❑This i t p p disasters.This is NOT a Date 2 `'��� Department Vy CORRECTION NOTICE. Inspector 1/0 L Permit# r 3 (X��:i Z- MASON COUNTY BUILDING III 426 W, CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location 6900 r Lam® This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has ben fund: Items listed below must be corrected to gain compliance �44"�,� rze d -r "S"/ r 7 .i it 4� 6 Z= sic lr' 1n'f ' di- lame-. . 1 S7►�r.� v.-1 „tea �- 4 t,' G "t ph tip. ail -�iv —ivvr� �',..5:., a-t.u.{ ,'�S-t�l � ►'r. 11 /Sr � e�;s-t' �ur,t►rS kas 'r t-e -4 Ian �,,,t t t�►'t r. c ��f �,c L4 1,i" cvftl W-,,. a " ✓t A r,, G bF r ,..'tom S 'N;n � -��t, You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK U1 Call for re-inspection when corrections are made before continuing ❑ please contact our office ❑ Make corrections, items will be checked on next inspection regarding possible structural ❑ OK to damage incurred by recent "natural/man made" ❑This is not a complete inspection disasters.This is NOT Date 3�1 Z//`f Department CORRECTION NOTICE. Inspector VU NnT , P10 ,0V ' TH/ 0 TIMOME Permit# bl MASON COUNTY BUILDING 111426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location (,�S'� �% C',(fv VO This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items listed below must be corrected to gain compliance kS�wt S Ti wvL� Sg` n ,�7J �S 1 ati�c.( e9 I4- yt You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK Call for re-inspection when corrections are made before continuing ❑ please contact our office ❑ Make corrections, items will be checked on next inspection regarding possible structural ❑ OK to damage incurred by recent "natural/man made" This is not a complete inspection j;'�/( disasters. This is NOT a CORRECTION NOTICE. Date �I�_7 � `� Department hJ Inspector ■ "k " iff JeT , '�-�1 �4 ' THI , , T, * mw Permit# l vnyw.zMASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location CodIo 6 cU-� This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: dtenms listed below must be corrected to gain compliance I Ire -•2- 7k J 5 ---rrr J .-n You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ please contact our office (� Make corrections, items will be checked on next inspection regarding possible structural ,.l OK to tWP lCti L .4-5 damage incurred by recent "natural/man made" ❑This is not a complete inspection disasters.This is NOT Date l DTI `t Department V5L9 CORRECTION NOTICE. Inspector L��'� "OT , #-1* 1411 ' THImah, T, _Jk i e. I Y ,�. a �Jh s � + e s' 3 XX .'�����LkkIIfllfk, � s, : st ! yA Oil k �� U -- h ______------- '" { . /'� _ � �'" / '' '' f i�.� � �� F._ = - 'y`f � ��, ,,F _ ' �, ��` � f ' �. �, �` - ! i _ ;V /� � �. - -OURME o 61H CANTILEVER T—T I I 155 ROOF BEAM ABOVE I I SOWN EIIILDIN5 WALL I I I I I fTYPI 2xb NAILER TO M56 BEAM N}'0 WS,a 24'. 1 COANTEF6INK HR R MASHER CENTER OF 2d.b'HBG BEAM AND 3'153 GOPHER POST 1 I I I I PLAN J SOUGH-FAST REFLECTED PLAN-SQUIIH-MESS �—- O S)�(OWER PLAN•P05T REENTRANT GOPHER GAP PLATES H55 GATT111=VER ROOF BEAM PER PLAN N a'o WTS ERECTION BOLT TO GAP PLATE T P.T.2x12 RAFTERS PER PLAN W'.H212'HANGER 1 I CO(TllllOf N53 CANTILEVER BEAR PER FRAMING FLAN }'x 4'z 0'-3'CAP RATE SHOP MELDED TO H55 CORNER P05T. FIELD V43-0 CAP PLATE (2)R TO H93 BEAM ACES SQUARE H55 CORNER POST PER PLAN m CANTILEVER H55 EDGE BEAM a DECK ROOF Ln l CANTILEVER H55 TO CORNER P05T SCALE 3/4-=T-O- SCALE 3/4'-1'-0' HIGH ROOF FRAMING PER DETNL5 13 6 14 THIS SHEET FLAT CANTILEVER 214 MW•24'O/c(BAGKSPAN TO bL RAFTER) -—� }'x 3'z O' CENTER END GAP ON 12'0 GONG PIER 0--6-GAP I[W HOLES FOR(21 a'1 Wt3. � CENTER GAF ON H56 POST ' FLAT 2x4 MI W VENTED BI.OGK OVHR E%fERICR YNLL R�rl.T��µ `, ) (2)W z 121 WELDED TO BOTTOM OF'LGO'GM (2)2x6 TOP PLATE o POST GAP (TYP)}'CHAMFER (2)2.6 C.ONTNIOI TOP RATE NAILER TO wSF.BEAM W}•m WTS.24' ITTP)2x6 m 16.W. EXTERIOR PONY WALL m END AM _ 1 (ALT.,2x6 m 34'N STUDS ALIGNED BELCH RAFTER (TYP)LEDGER AT MAN ROOF TO H55 BEAN Wdo 6' N(2)ROHS}'o wS,o 16'.STA66eRED TOBAL CENTER COITIIUCUS BEAM C P ON 12.0 GOL PIER C4HTTNSCHM ICVS SHEAR WALL SHEATMNG PER RAN AND 2}'m STD.PIPE MELDED TO BOTTOM OF'LC.O'GAP //!A LHEDILE FULL HEIGHT AT CLOSET WALL � q'om 2z12 RAFTERS PER RAN 2x12 SOLID BLOGYJW5 0 46'o/c 2x12 SOLID BLOCKING 0 24-o/c. \ GAP LIST Ep¢L OOomO O SECARM ROOF SHEATH TO BLOCK W 6d o 6' CAP W dlldl -12 110W2 RAFTERS PER PLAN W—12•HANGER .A. �. 2 l/1 >xl2 RIM W'A35.1 24'O/c MAx1 TO VOL 2x TOP ItV' �• `S 4 ��! (1J Rub 0 6-o/c STD WALL (2)J'e YVT3•a'a/c NSb POST TO STEEL BEAR C 7r HISS POST PER ROOF W FRAMING PLAN •61_B C AP•A••5• N l.L 15 HIGH ROOF FRAMING TO PARALLEL SHEAR WALL II ROOF OVER MASTER-CLOSET WALL -1 'r1 H55 BEAM TO INTERIOR POST �l (TYP)PLAN a EM5EDDED GAP SCALE 3/4'=1--0• SCALE 3/4'•1'O' SCALE 3/4'-I'-0' SCALE 3/4'=1--0- 2; -VARIES (W 216 MW BUILT-UP O VT RHAN:BEAM W 141C• 2-201J 1 CONGEALED FLANGE HANGER EACH ENO 5+'WOE bLB•DECK 7-T-16-2013 2xb MW 0 24'o/c OVERHANG RAFTERS I OVTLINE m I'Cl'JD WALL AB012 2d2 RAFTERS PER PLAN W'.E212'IIAHGER VL 55 GORIER POST PER PLAN 5 ( 41 (TYP) 'I' JOIST S-Q-K I N6 PER MAN)F. Q (TYP)2x12 HORIZONTAL RAFTERS o 24-o/c Y-'ON.CANTILEVER 4x RIM BEAM CONT OVERIF, -- 0 SOUTHERNMOST WNOOW HN'fi POST ANLNOR BOLTS (TYP)6L8BEAM PER FRAMING PLAN(YP)NON-SHRINKmSLUTH6RQ1T MP)'I.GO'GAP W 2}'CIA.STD RPE z 15'L 2x12 CONT RIM W'A35'CLIP TO TOP IE ANCHOR BOLTS,COIIG PIE e.GONG PIER AND y;_' WADED TO BOTTOM(CENTERED) AND FRAMED WALL ABOVEWALL ABOVE I O __________ - I PROVIDE}'NOLES OPPOSITE FACESS OF PIPEAT ALTEOATNG RAFTER BAYSIS FOR(4)M PLACE ENT BARS(2 TOP.2 BOTT) }'x3'x0'-S}'SPACING ICNSS GORIER l z (3 �POST PER PLAN 1 JTYIIGK x O'-IO'o STEEL BAS 1210 CONCRETE P,RS W(4)43V R(5)3 TIES AT 4• coO7 }'x5Y0'-6�'ItFOR TOP R BOTT EW AND 3 TIES 0 6-o/c BETVEEN (lYP)2x12 SOLID BLaK m 46' Sj;'WDE GlB m MAIN FLOOR (4)3 FOOTN6 (TRP CONCRETE PAD FOOTING PER FT PEER ON Q r-c ox b;'WIDE GLB•MIAJN BOOR D'�`' ---� PLAN LetrERED eeQrN 12'0 CGNGREE RER (2)2xb TOP t (TYP)2-2z6 DOUBLE TOP RATE --- - of LLI EL&LLLJ 2z6 o 16-o/c FRAMED BETHIEN MAIN 4 HION ROOF (TTP)2-2,*NFo2 MULLIONS1 SOJM-EAST F1AN•SOIIfH-VEST ° • a f7)Q..IQE�ER REENTRANT GARNER .O e • C/) Z Q' } A RAT ROOF,NORTH I1 O J � L.L.I Q 14 HI&H ROOF BEARIN&DETAILS 10 ROOF OVER MASTER-EAST WALL (f b l FOUND.PLAN DETAIL: H55 CORNER POST5 TK2 (TYP) 12"9 C.ONGRETE PIER t FOOTING 0 SCALE 3/4'-P-O' SCALE 3/4'=1'-0- SCALE 3/4•-1'-0- V / SCALE 3/4'•I'-0' r— �/ L C� JOISTS PER FLOOR PRANIN6 PLAN FLAT GAHTILEVE2 2x PER PLAN AT RAFTER SPACING PAD OUT N 2.FRAMING. RUN COMT m EAST }•HOLES FOR�oo LAO BOLTS 1 _____ LAM W 4x b TOP PLATE-HUN yl________ - 'III FLAT-4 MIN)VENTED BLOCK OVER EXTERIOR HALL FLAT 2x4 MW VENTED BLOCK OVER EXTERIOR WALL RAN_AT SASE W I I H55 POST PER PLAN CENTERED OH SHNOP LL---------- 2K6 TOP PLATE.SPLICE HIP-SPAN PLATE-HEADER Dtb TOP FU R PLATE SPLICE MID-SPAN ATE-HEADER MELDED STEEL BASE RATE CONT.L5L RIM(OR LSL BLOCK 0 CONT.OR CANT. _VAR ES� JOIST)W NSd 0 6'TOI TO DEL TOP PLATE (2)ROWS 160 -9 - (TTP)2x STUDS o 16'o/c •a'EA LAYER ' 30'MAA PIN GRADE MYP)P.T.2,SILL RATE W 1'0 ANCHORS PER SLED TO TOS.o CRAW_ RYP)6'CO1G STEM HALL W(2)m4H CONT TOP,m4 -bl2 RAPIERS PB2 RAN W—12'HAHESER `�I b 12 RAFTER:PER PLAN W'821r NAN&ER HPLAN (HgY0 12'o SLAB 0 GRAYS ERT 0[6-I MID-DEPTH FLOOR FRAM� PER (2J�'1 z b'LA6 BOLTS TO TOP OF 6LB 4x6 FLAT TOP RATE-iEAOEt SPINtlNG CONTINUOUS 4.6 RAT TOP PLATE wIADER •GGO'GAP N SHOP HELDED 2}'STD PIPE 1FS CaMN10LY OVER(2)FlIN ONS MW SP AWNS OVER(3)WNCICHS x 151,CENTER BELOW 2.6 SOLDBLOCKING 2.6 SOLID BLOC MW NCH!-SHwr�6Rwr KING �•—•—•`�~-• � I I J I^ (21 FLAKED MAIIOHS O'VARYING HEIGHT o M 2z6 MALIOLS TYPICAL lJ_L (T'RPl 44 0 ID'04"FOOTING DOVEL W STD.qO BEND RAH®EASTA`BT ENO WALL^. 1 1 (31�'NOES TOP R BDrrOMI•(y M - (77•P)12Y1 x 1}'D4AR1 D OONT�FOOTING N(2) 0oN LONE BOTTOM LENTE2 BROW b'STEW WALL. �� (' 13 HIGH ROOF BEARING OVER W SO INDOW 9� ROOF OVER MASTER- UTH WALL IRT'�9 � INTERIOR H55 POST TO TOP OF 6LB TYP)CONT.CONCRETE FOOTING t STEM WALL SHEET: SCALE 3/4•=T-O- SCALE 3/4'•1'-0' V SCALE 3/4'•1'-0' SCALE 3/4-•I'— ^_ SHEET OF TUTMARC ARCHITECTS September 22, 2014 DESIGN MEMO ORSER JOB 6510 Grapeview Loop Road Allyn, WA 98524 Re: BLD 2013-00612 This is in response to the inquiry from the building inspector concerning added service stairs to the deck. There was concern about the narrow width and loading of the landing corner. First,we are considering this a service stair. 1t was not required or conditioned on the permit. The owners just requested it at the last minute for maintenance people while they were gone. I did not think that it needed to be prescriptive width due to its limited nature and use. We have put a barrier across the access to it for now so no one can use it,so the hope is that the owners can decide later what to do about it. But we will leave it closed off. The other question was about the structure of the stair landing corner support. That point load on the SW corner of the landing is less than 500#in a maximum gravity load. That load vectoring into the stair stringer later would in essence double at most. The 1000#load sharing both vertical and horizontal is resisted by large footing that has much more than the I.Osf required both downward and to the south. Thank you, Michael Tutmare,Architect i kitCHAFL p TLIT,*eAA(: SLATE OF vmwnc,,T(,)N A R C H I T E C T S 3857 4e Ave.N.E. Seattle,WA 98105 Office(206)525-5502 Cell(206)459-9375 L From: Larry Waters To: Greg Andrews CC: Debbera Coker Date: 11/5/2013 7:56 AM Subject: RE: 6510 E. Grapeview Loop Road Yes , the field approved plans need to be with the resubmitted documents. Thank you for the prompt response. LW >>> Greg Andrews <tutgreg(d-)_msn.com> 11/4/2013 11:01 AM >>> Hi Larry, No new square footage was added to the house, however the crawlspace under the master bedroom was reconfigured to simplify the structure. That did add square footage to the crawlspace and in doing so, 1 column was eliminated. In addition 2 columns were eliminated at the east end of the wood deck walkway that leads to the front door of the house. They were replaced by a beefed up rim beam at the house floor joists. Additionally the treatment of the kitchen foundation has gone back and forth a couple of times, but is now back to the original approved design of crawlspace and spread footing. There was a point where we were going to change to concrete columns and beams to match other parts of the house, but a site visit confirmed that that would not be a good change. 2 sets of revised plans that show the enlarged crawlspace under the master bedroom and the crawlspace under the kitchen were mailed to Debbera Coker along with revised structural floor plans and engineers calculations. Do you need someone to drop off the approved plans at the building department as well? If you can just verify that, I will get it set up. Sincerely, Greg AndrewsTutmarc Associates > Date: Mon, 4 Nov 2013 08:24:14 -0800 > From: Law(c)y-co.mason.wa.us > To: tutgreg(cD-msn.com > CC: Larry McDco.mason.wa.us > Subject: Re: 6510 E. Grapeview Loop Road > Please resubmit all changes, the site approved plans are required to be provided at the same time. > It was my understanding at the time of inspection that 2 piers were eliminated and additional sq. ft. was added. > Larry Waters > Mason County DCD > Building/Fire inspection IV > >>> Greg Andrews <tutgreq(�i_)msn.com> 10/30/2013 10:36 AM >>> > Hi Larry,Attached is the drawing with the concrete column steel reinforcing details for the job at 6510 E. Grapeview Loop Road. Let me know if you need anything else. Greg AndrewsTutmarc Associates Request To Revise An Approved Plan 'Permit Number: BLD 1 - � '�' Name Parcel Number - - Phone Number daytime Project Address Mailing Address � D Please provide a complete, detailed description of the proposed revisions to the approved plans: J Are two sets of the revised plans or ad indicating the changes included? ❑ Yes ❑ No Are the approved site plans included? ❑ Yes ❑ No Are the revisions clearly and accurately identified on the plans or addendum? ❑ Yes ❑ No Does the plan contain an engineer's or architect's lateral or vertical analysis? ❑ Yes ❑ No If Yes, Has the engineer or architect approved this revision? ❑ Yes ❑ No Is a stamped and signed approval included with this request? ❑ Yes ❑ No (Note:No structural changes to a"designed"plan will be approved without the written consent of the engineer and/or architect of record.) Does the proposed revision modify the footprint or location of the structure? ❑ Yes ❑ No If Yes, Is a revised site plan, with all new setback dimensions included with this request? ❑ Yes ❑ No Additional Information: r Applicant's signature Date: Office Use Only Received by: Date Sent Assigned To Approved By Date Original Valuation: $ ETIB6. - ' Additional Valuation: $ ❑ P. Sq.Ft. x$ $ Sq.Ft. x$ $ ❑ E.H. Total New Valuation $ Additional Fees: ❑ P•W Additional Planning Dept. $ Additional Plan Review�g o� Additional Conditions/Comments: Additional Building Permit73$ • - _ ( Additional Plumbing $ Additional Mechanical $ Additional E.H. Dept. $ • d h Other $ ohdL +7 t4,t Total Amount Due: $ pC Amount To Be Paid Up-Front$� D� I T U T M A K C A R C H I T E C T S 1-17-14 RE: 6510 E Grapeview loop Rd. Hi Debbera th rounds of Enclosed are 2 full current sets of plans for 6510 Echa ges►wer!Loop Rd. h rhbudget orlfieldbdriven Hopefully revisions that you have been previously sent.The hang the list of changes below and the full sets of drawings�R'!�!'make d things in'the field. understand.The changes are all actually fairly simple in terms of construe FIRST REVISION- FOUNDATION/FRAMING • After some back and forth on the configuratio ion of fro m.Allleise sstayed as originally on we ended up just expanding ubmitted amount of enclosed basement under the mast te pier and a beam and allowed for more conventional • The enlarged foundation eliminated a concre framing for the floor. SECOND REVISION-FRAMING cantilever Due to cost,the steel beams and steel corner posts that were going to create 16' long anted Only ed roof over the deck were changed to wood beams and posts.The big cantilever the interior steel post remained.Calculations and a detail of the steel post to wood beam were provided. flush with the bottom of the roof The window headers on this project were designed to be held up, rafters,with the rafters being hung from the headers.es framing, the headers.The er design re gzin a s showfn on o provide better ventilation for the roof. This required the plans and calculations were included. • pproved, showed multiple options for some of the beams.The revised The drawings,as originally a drawings showed which one of the options was used. ted b the front door, a couple were enlarged in the master bath • re eliminated y changes A couple o� windows we out awning windows for sliders.The c g 'R ed switching were reconfiour !e w bout and laundry and a couple n in the window schedule.The changes created a are shown on the elevations, in the plans and 2.5 sf less of glazing than the original design.Thisis the only change that was not indicated on the set of drawings that was sent in for the second revision, Please feel free to call or email with any questions. THESE PLANS MUST BE Greg Andrews ON THE JOB SITE OR 1;4SPECTION 3857 e Ave N.E. Seale,WA 98105 J l t 206.525.5502 ce112064599375 cl r wo@rns,.00m l architects and builders i 1 T U T M A k C A R C H I T E C T S 12-26-13 s RE: 6510 E Grapeview Loop Rd Hi Debbera, A There have been a few more revision/changes on the Orser that I wanted to get to you. Enclosed are revised drawings, calculations and a letter from our engineer. Changes are: • Due to cost, the cantilevered steel beams carrying the roof over the deck have been changed to 4 more conventional wood beams and posts. Gravity cacls and a note from the engineer about the effect on the laterals are enclosed. • A single steel column remains between the living and dining areas. Drawing with attachment details has need added to the drawings • The flush window header detail has been revised, and headers resized, to create better ventilation for the roofs. A detail has been added to the drawings. Please feel free to call or email with any questions. Greg Andrews Tutmarc Associates THESE PLANS MUST BE 0 THE JOB SITE if }? "If sPEcr lone 3857 45h Ave NE Seattle,WA 98105 2 t 206 525 5502 f 206687 7242 ce112064599375 &tmarc@msn.com architects and builders r Request To Revise An Approved Plan Co,-Q-Q• A'/Ckt. Permit Number: BLD Z.a 13 - CO tv Q, Name Parcel Number - - Phone Number daytime (20 Project Address 15 10 E -3yum)bK/ Mailing Address 7'IA 4 j IN- Please provide a complete, etailed d scriptiyn of the proposeq revisions o the ap roved�2s: Y Are two sets of the revised plans or addendum indicating the changes included? Yes ❑ No Are the approved site plans included? ❑ Yes QNo No Are the revisions clearly and accurately identified on the plans or addendum? Yes Does the plan contain an engineer's or architect's lateral or vertical analysis? Yes ❑ No If Yes, Has the engineer or architect approved this revision? QK Yes ❑ No Is a stamped and signed approval included with this request? 1� Yes ❑ No (Note:No structural changes to a"designed"plan will be approved without the written consent of the engineer and/or architect of record.) Does the proposed revision modify the footprint or location of the structure? ❑ Yes _N(N0 If Yes, Is a revised site plan, with all new setback dimensions included with this request? J ❑ Yes btNo Additional Information: -4c� xa(f- 16 tD l j+- Applicant's signatur Date: 10 q- 13 Office Use Only Received by: ICJ Date Sent Assigned To Approved By Date Q Original Valuation: $�% �, a�f-96 B — 1l— p?03 Additional Valuati . L/ $ Sq. Ft. ,ZOO x$ $ �! • OCR ❑ P Sq.Ft. 69 a x$ $ ❑ E.H. Total New Valuation S Additional Fees: 1 ro p•W Additional Planning Dept. $ Additional Plan RevieZa Oes Additional Cond I ents. PY11 _ Additional Building Permit $ /0C. V /p�j(r,3j> �Q/�f �p� •Jro�Additional Plumbing $ Additional MeIrmil $ Additional E. g%t F�l „$ �• r- � •b l� Other /•�T IV -H Total Amount Due: <$ � Amount To Be Paid Up Front$ r%INGEECEIVED MASON COUNTY PERMIT NO. l� i ILIJ BUILDING PERMIT APPLICATION a�� 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 ` � Shelton (360) 427-9670• Belfair (360) 275-4467• Elma (360) 482-5269 -k _5 On the web www.co.mason.wa.us APPLIC NT INFORMATION CONTRACTOR INFORMATION Owner At-4a L_PcA2-,k Company Name TO 1 M ikCt Mailing Address 4z,0"_ o�-,Es,� A�� S1�, Mailing Address_'1_2bi 7 473_'4_ A_E= City M4E�-442- I A-A-PState Wh Zip Code 9,60 r� City� - -� State �`4A I Zip Code `tit Oc5 Phone LC47"z3z Other Ph. Phone -7 a L- Other Ph. Lien/Tiitle Holder Contractor Reg. #TJTM ''Ic'7L%'1kxp. -7.4271 _S E mail address E Mail Address Drivers Lic.# DOB Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION- Connect to New Septic Existing Septic Connect to Water System Name of Water System Well_&Water System Name of Water System PARCEL INFORMATION- 12 Digit Parcel No, Fire District Legal Description TfL -2 5a7 ca cr i-EZ ► T A Y- Site Address (Please include street name, street number and city) �'o�� vet" &L•- Directions to site t� '�`� cyty;�c�l�i� its tw ( ,� b i�(Wr�f Will timber be cut and sold in parcel pr paration?Yes Is property within 200' of Saltwater(_Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% jj Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - Newer__Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ®. Use of Building S-�," Describe Work 4—: 4 14 No. of Bedrooms No. of Bathrooms t Squafe-Fee - 1 st Floor I 1 2nd Floor 3rd Floor Basement Deck_ —Covered Dec H lr, Other Sq. ft. Garage Attached Detached Carport Attached Detached MANUFACTURED—HOME INFORMATION- Make Model Year Le ng Width I No. No. of Bed s No. of Bathr ryes Ty of Heat Purc Price$ cement Unit? Yes/No Installer Name Certification No. 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 the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easeme,t,holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permiss3jPmTr5-rh,,them t p for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provi is accu to d grants employees of Mason County access to the above described operty and structure for review and inspection. PR F OF UA N OF WORK IS BY MEANS OF A PROGRESS INSPECTION. X `r Date- ner/ ers Re resentativ Contractor indicate which one FO OFFICIA E BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department S! z"f3 t Planning Department Environmental Health Department ft Public Works Department Fire Marshal FEES Building Permit Fee Site Inspect on Plan Review Fee EH Review Fee Plumbing & Base Fee Planning Review Fee Mechanical &Base fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES RECEDED 1 MASON COUNTY PERMIT NOB i<I Zo i 3 ooto 'q �' -'PtUMBING/MECHANICAL PERMIT APPLICATION B U I L I � 426 W.Cedar•P.O. Box 186, Shelton,WA 98584 Shelton (360)427 9670•Belfair(360)275-4467•Elma(360)482-5269 On the web www.co.mason.wa.us APPLIC,SNT INFORMATION CONTRACTOR INFORMATION Owner -� �' Company Name iy 4tr 4" 'k. "" Mailing Address Mailing Address _ Cityf4e-�- State 4A Zip Code 21--'r= City5e"cftj , State "` Zip Code Phone' Z'�y "3z3le Other Ph. Phone Z� 'yz-`' "-��-'- Other Ph. Lien/Title Holder Contractor Reg. LA) Exp. T L 3 E mail address E Mail Address Drivers Lic.# DOB Drivers Lic.# DOB SEPTIC INFORMATION - Connect to New Septic. Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION- 12 Digit Parcel No i Z Fire District Legal Description 22" �T �-.ar I i ti� 3�� `5 3(-/J Site Address(Please include street name,street number and city) �o c,x=se z.. Directions to site t�t co t{v`��� ?i i - �vC � i> � 1.� �J �' �-t y4� Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% 4 TYPE OF JOB -New Add Alt Repair Other Use of Building Location of Fixtures/Units - 1 st Floor 2nd Floor Basement Garage Closet PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric 22_LPG_Natural Gas—Heat Pump_ Toilets 2 Type of Unit No. of Units Fees Bathroom Sink Furnace Bath Tubs Heatpumps c Showers ► Spot Vent Fan N Water Heater i Propane Tank l Clothes Washer G utlets Kithen Sinks i as/Pellet Stove Dishwasher n Exhaust Hood t Hosebibs L Dryer Vent i Other Other Base Fee Base 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 the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permi on fro the ply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information p ed is a ra and grants employees of Mason County access to the above described pro My and structure for review and inspection. PR F O IN/� ON OF WORK IS BY MEANS OF A PROGRESS INSPECTION. 4/k X 1 Date:— � 32 wne Owners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEY T IS POINT Accepted b anning Pd Ck# Date?MU Bld Pd Receipt No. DEPARTM TAL REVIEW APPROVED DENIED NOTES Building Department Occ Groui)—TVDe Constr. Y 7,i f 3 LM Planning Department Environmental Health Department FEES Plumbing & Base Fee Site Inspection Mechanical & Base fee UFC Plan Review Fee Wood/Gas/Pellet Stove Fee Other Violation Fee TOTAL FEES COUNTY RESIDENTIAL PLANS SUBMITTAL CHECKLIST Owner's Name: © $E12— Date: 3/O /3 Reviewed By: Documents: ✓Building Permit Application Completed Stormwater Checklist _Planning Intake Checklist Completed, �Orl _,Site plan includes:Allowable building area,roof overhangs,decks,etc. ✓Fire Apparatus Access Road info required? Yes ATo ✓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 Other: Specify: _✓MechanicaI/9Wing Application-WATER HEATER FUEL TYPE/LOCATION Engineering Yes.490 Snow load: Seismic: Stock Plan—approved snow load: Seismic: Manu actured Homes—4 FLOOR PLANS oundation AN meth Engineered fo foundation ment cks: Covered? Uncovered o 4 x 6 and over 30"? Construction plans r uired. Construction Plans:_ COMPLET SET t/Plans Legible _ cognized Scale _ levation Views —Letross Section Foundation Plan _✓Roof Framing Plan _Floor Plan-Use of rooms noted(all floors) t/ Floor Framing Plan-all floor levels including loft,crawlspace,etc. (<200 S.F.??—stairs?) _j,,Deck Framing Plan,incl cov.porch framing Plan Details: a,�oof framing details,truss lay-out may be needed (Hip and girder location shown) To tf h �6p 1/Null Framing-Does bearing-wall height exceed 10'?(Engineering may be required) loor framing: Floor joists(size&spacing): Floor beams: Window headers. Typical header: Garage header: _✓Foundation:footing size,reinforcement t/Concrete Walls-Does Concrete Wall Height Exceed 8'?(Engineering may be required, see details) andings at all exits?Less than 30"above grade?Y/N eated By Furnace-Location of Furnace �Cura �z� Fuel type: Fireplace/Stove Information Shown-Fuel Type? L �1 Location(s): ✓Window Sizes Marked on Plans Braced wall panels(shear walls)marked on plans or lateral engineering? --2-story garage? (Engineering may be required) 1"story of two story D 1—45%,D2—55% "7, CO NTS: e / RECir y ►kGL K� Cam• S ��` i.� l�S ENGINEERING REQUIRED g�26 W,C_EpAR 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: ,Snow_psf. IRREGULAR BUILDINGS R301.2.2.2.2 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 braced wall line or BWP cantilevered or offset by more than 4' 2)Roof or floor is not laterally supported on all edges 2A)Portion of roof or floor extend more than 6 ft.beyond the braced wall line. 3)End of BWP extends more than 1 ft.over an opening more than 8 ft in width below. 4)Opening in a floor or roof exceed the lesser of 12 ft.or 50%of the least floor or roof dimension. 5)Portions of floor level are offset vertically 6)Shear wall lines do not occur in two perpendicular directions. 7)When a story above grade is includes masonry or concrete construction(exc: fireplaces,chimneys,and veneer). When this applies the entire story shall be designed.In accordance with accepted engineering practice. H:\permit tech building checklist.doc Revised 11-29-2007 RECEIVED JUL 2 5 2013 Name d� Qp& 26 W. C 'NO3A3a'LD' 0AD BLD# � BU I 1 N ' 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 other structure,and/or replacement of impervious surface that is not including construction, installation or expansion of a building or 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 X = 1.11 _ Measurements for buildings are taken at the X `�2(V perimeter of the farthest projections(example: X = i 0O eaves/gutters) X Drivewa s X t G 1 _ (G l oo X C _ Length of drive begins at the right of way X = Parkin Areas 2Jp X A o = Any paved, gravel or packed area per definition X = above table X Patios/Walks X Any paved, gravel or packed area per definition X = above table X = Others X X = If the total impervious area of the proposed site development is greater than 2000 square feet a X = 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 � +•�+++�ui Vl <.ViL 111U1111 V •1nvnln�..«..--L ' Name Parcel# BLD9 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: 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) ^ 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 Mail: P 0 Box 1850, Shelton WA 98584 Physical:415 N 6th St, 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. 352 Mail: P 0 Box 1666, Shelton WA 98584 Physical:426 W Cedar St, 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 s h is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further le a tha the information provided is accurate and employees of Mason County are granted access to the above- des pro a for r view and inspection as may be required. c a X Owner/Agent/Contractor(circle one)Date: Z� 1 Pag of 2 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 project: l.,k�-A (99e--Z�- i L L?i Z- io- iv�j� N 0-:1.14 Vw e4- vj w Total Sq. Ft. 1S Floor: 2" floor: Heated Basement: of heated area:: t)1 t ` II�4`� S, ��°''� 00 Heating System Type: O Electric wall heater O Electric Central Furnace O LPG Furnace �Heat Pump with electric furnace O Heat pump with gas furnace O Ductless Heat Pump O Boiler, specify fuel type: O Other: Specify: µ 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 Whole House Ventilation µ Other, Ventilation using exhaust fans&window or Integrated with a Forced Air describe: System wall fresh air vents(M1507.3.4) System (M1507.3.5) Referencing Table R406.2, "Additional Residential Energy Efficiency Requirements,"all residential units must develop credits as specified in Table 406.2. Identify and describe which option(s)will be used to comply. If the table is not attached to this form you can access the table on our website at: http://www.co.mason.wa.us/forms/Community Dev/index.php. Additional Energy a) Description: Small dwelling units with less than 1500 sq. feet of heated or cooled Efficiency space and less than 300 sq. ft fenestration (see definition below) or additions to an Requirements existing building that is less than 750 sq. ft. of heated area. To use this option Energy credits complete a window schedule in order to verify that the fenestration area does not exceed 300 sq. ft. Fenestration is defined in the IECC as skylights, roof windows, required: vertical windows, opaque doors, glazed-doors that include products with glass and non-glass glazing materials. -0.5 points 5 b) Medium dwelling units not includes in a) above, or b) below- 1�_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 Optio rn((s�s): ft 14- 5�ckl �c+�- � (Ly 6 qvc Using Option number(s): Mt jik b20M 14 uv.5 13 11 L D iN RECEIVED u n r 7n�1 42_6.1N_a CEDAR � � FENESTRATION SCHEDULE USE FOR ENERGY CREDIT,a)SMALL DWELLING OPTION &COMPONENT PERFORMANCE COMPLIANCE List all windows, doors, skylights. (if needed, attach an additional sheet) 'Fenestration is defined in IECC Chapter 2 as skylights, roof windows, vertical windows, opaque doors, glazed-doors that include products with glass and non-glass glazin materials. Manufacturer Location U-Factor Size Quantity Total rough opening) Square Feet � . Total Fenestration: windows, skylights and door area