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HomeMy WebLinkAboutBLD2014-01106 Final Addition - BLD Permit / Conditions - 7/7/2015 Inspection Line(3bU)4Z/-/Lb1 *J854 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County Bldg. III 426 W. Cedar Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2014-01106 OWNER: CRAIG TOMPKINS RECEIVED: 12/30/2014 CONTRACTOR: LICENSE: EXP: ISSUED: 2/5/2015 SITEADDRESS: 631 NE HAVEN LAKE DR TAHUYA EXPIRES: 8/5/2015 PARCEL NUMBER: 223305000088 LEGAL DESCRIPTION: HAVEN LAKE TRS 88-89 SPC#99-02 AF#683821 PROJECT DESCRIPTION: DIRECTIONS TO SITE: 2 story addition, adding a carport with den above NORTH SHORE PAST BELRFAIR STATE PARK, TAKE BELFAIR TAHUYA RD, TURN RIGHT ON HAVEN WAY, TURN LEFT ON NE HAVEN LK DR AND GO APROX 1/4 MILES, SITE ON RIGHT. General Information Construction&Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: VB Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: R-3, U-1 Lot Size: Deck: Type of Work: ADD Fire Dist.: 8 No. of Stories: 2 Occ. Load: Building:432 Carport-Attached 432 Valuation: $ 56,911.68 Building Height: Occ. Status: Basement: Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: S 54.0 Ft. Shoreline: Ft. Water Body: HAVEN LK SEPA?: No Model: Width: Ft. Rear: NE Ft. Slope: Ft. Shoreline Desi Side 1: E Ft. 9•: Urban Year: Serial No.: Side 2: W 10.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee JBN 12/30/201 $450.29 S2201400000001 Planning Review Fee JBN 12/30/201 $205.00 S2201400000001 EH Minor Plan Review MRB 12/30/201 $ 100.00 S7201400000001 Building State Fee RTB 1/9/2015 $4.50 S1201500000001 Building Permit Fee RTB 1/9/2015 $692.75 S1201500000001 Total $ 1,452.54 BLD2014-01106 Please refer to the following pages for conditions of this permit. Page 1 of 5 CASE NOTES FOR BLD2014-01106 CONDITIONS FOR BLD2014-01106 1) All other necessary permits from Mason County, Washington State and/or Federal Agencies that are requir fQr roposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X t), 2) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and etary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. Th ers n signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 3) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition e-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to f her inspections being performed or approvals granted. X 4) Owner/Agent is resp a to ost the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X 5) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is re sible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved d�Iv s will result in failure of required building inspections. X 6) The"approved"site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved" site plan is not on site, then approval will not be granted In tion, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department(pri��y further inspections inspections being performed or approvals granted. X \� 7) 2012 IECC/Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine -4C, Window(Max U-Factor):0.30, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10. In addition the foil ing Bits from R406.2 shall be completed as follows: 1a floor ins. R-38, windows U-.28 X BLD2014-01106 Please refer to the following pages for conditions of this permit. Page 2 of 5 8) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to th ather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). X 9) Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer specifications and in accordance with IRC Section R315. Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. EXISTING DWELLINGS shall quipped with carbon monoxide alarms when alterations (including addition or alteration of fuel burning appliances), repairs, or additions re a permit occur, or when one or more sleeping rooms are added or created. X 10) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. II engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are r2paged, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall b e ed by the Building Department prior to any further inspections being performed or approvals granted. X 11) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. PICcupan limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. iA X 1t� 12) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 2 'of a son County road right of way, it is suggested to contact that office to review future planned work which may affect your project. X �)I% 13) All changes to"approved" building plan at effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must rFewed and approved by Mason County prior to construction. X 14) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENTAND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international es as a ed and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be ma Zljq� requesting additional inspections. X BLD2014-01106 Please refer to the following pages for conditions of this permit. Page 3 of 5 Z 15) All property lines shall be clearly identified at the time of foundation inspection. X 9C� 16) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection oL12_glatain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinanc n building regulations. X 17) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 1 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder have prevented m being taken. No more than one extension may be granted. X 18) Pressure treated wood manuf red after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and fla in�q. stall metal connectors approved for contact with the new types of pressure treated material. X �, 19) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WAY. X 20) Approved p r Csions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 21) The proposed project must be consistent with all ap IXeZolicies and other provisions of the Shoreline Management Act, its rules, and the Mason County Shoreline Master Program. X 22) All construction and demolition debris must be removed from the site after project completion. Proper dispo c• struction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X 23) Temporary erosion control measures must be implemented to prevent water quality degradation of adjacent wate� V erties. Silt fencing, straw, or surface matting must be installed and maintained until upland vegetation has become established. X L 24) Concrete lea t d wash water must be contained during construction pouring, such that water quality degradation of adjacent waters does not occur. X 25) Landings and stairs mustrmeesame setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Approved Site Pla t se structures are shown and meet the setback conditions listed. X v 26) By definition, propane tanks an eatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure these structures t th ack conditions listed. X BLD2014-01106 Please refer to the following pages for conditions of this permit. Page 4 of 5 OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLIATION OF 180 DAYS ILL I ATE THE APPLICATION. 4 � 20 l J- Signature V Date a�- OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) BLD2014-01106 Please refer to the following pages for conditions of this permit. Page 5 of 5 co o CONCRETE MECHANICAL MANUFACTURED HOME p o ic Footin Setba GasePiping By Ribbons 0 o Interior Date By Interior-Date By Date By 0 Exterior Date By Exterior-Date B Z INSULATION N Point Load!Isolated Footings Date t3y n Date By BGDat SLAB INSULATION By FIRE DEPARTMENT Foundation Wails Floors / Date By Date By Data J i �5— By 1..1d DECKS FRAMING walls Date By Date By Data By PROPANETANKS PLUMBING Vault Date ev Date By Groundwork Attic OTHER Type:: fS j j. Date gY Date B Y Date ${IJ`/� By D.W.v DRYWALLType= -0 Date By Int Brace Well Date By 03 v Date By FINAL INSPECTION p ti Water Line Fin Separation N CD O m Date gy Data By Dale rt'� By tJ;� m � Pass or Request Inspect. c Type of Insp. Fail Date Date Done By Comments c a v y Gw4� fi�j Ll 1 �� —1 b ,� 0 01 ) 1KCL s 7 7 r Is L1L N O S y U N 3 LU (D 0 Permit# I0 �— MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location 6-73l N6 Huvr"k, zjz- &- This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been fou d: Items listed 4elow must be corrected to gain com Hance J✓rd h „1 L )' 5 ,Cf VAA 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 '—P;;� jAr; S h,�,C'_ damage incurred by recent "natural/man made" ❑This is not a complete inspection disasters.This is NOT a Date Zlj?l k5— Department IJ CORRECTION NOTICE. Inspector L O* * N*00"T , 1mT%.zl4 ' THIqx T, -* mw k-",A N.L.01son&Associatesinc, Engineering, Planning and Land Surveying. April 6,2015 Craig Tompkins 3253 Solie Ave Bremerton, WA 98310 RE: Post Location at 631 NE Haven Lake Dr. Permit#BLD2014-01106 NL Olson and Associates prepared engineering for the residential addition at 631 I Iaven Lake Drive. During excavation for the footing posts, an existing curtain drain was discovered. This drain interfered with installation of the posts. Therefore,the posts were relocated such that the spans on the beams were 8'-11"instead of 7'-11"as designed. I was in coordination with the contractor during excavation for the post footing and approved this change. Please forward a copy of this letter to the building department in support of your permit. Feel free to contact me with any questions. Sincerely, Matthew Zawlocki,PE, SE ,4 At. 1 2453 BETHEL AVENUE, P.O. BOX 637, PORT ORCHARD, WASHINGTON 98366 (360) 876-2284 FAX (360) 876-1487 w o a a a w z z m py. q q U < < O Zw q O S K m F q Z �dQ O 30 YR COMP. ROOF y 6,050, U � > �a 30 YR COMP. ROOF 0 0 O y i�nyyl F N -- __ --- ITCH EXISTING SIDING -- ___-_ -- BEVELED STAINED CEDAR) 00 — — _ — — --- -- I�I y __ _ A q \ FF 9' 4 � _ _. -�_ T CURTAI DRAIN -- — - \O FF o k7 f1i �- EAST ELEVATION SOUTH ELEVATION 1/411 — 11-011 1/411 — 1'-011 s Q � A - RECEIVE � mmT e q 2014 d DEC 3 0 m 426 W. CEDAR ST. zW m G < t- PLANNIN SCALL. AS SHOWN DATE: Jan.2014 o DRAWING NUMBER F 138223-407728 SHEET Al [�q h W STRUCTURAL NOTES: o DBSTGN GRTT'RIA. 2012 INTERNATIONAL BUILDING CODE IP FROM WSVIAQ PERSCRTIVE REQUIREMENTS m 1.BUILDING CODE 2.VERTICAL LOADS: ROOF n°°R PROJECT DATA: FLOOR AREA SUMMARY SNOW LOAD 25 P41 ouoLOAD LOA Z5 pf 40 Pef OCCUPANCY GROUP: R-3 EXISTING MAIN FLOOR: 936 SF, oPTIar GLAZING GLAZING U-FACTOR DOOR po CONSTRUCTION TYPE: V EXISTING UPPER FLOOR: 702 SF. (x OF FLOOR AREA)l VERTICAL IOVERHEAD U-FACTOR p 3 O 3.LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM ACTION TO ADDITION UPPER FLOOR 402 SF. 0.56 20 0 < POSTS AND THENCE TO FOUNDATION WHERE DISPLACEMENT5 RESISTED BY PASSIVE PRESSURE AND SLATING FRICTION OF EARTH. TOTAL: 2040 S.F. IV UNLIMITED 0.35 0. A 4.LATERAL WIND LOADS:110 MPH EXPOSURE•B•(PER ASCE7-10) INSULATION 5 SITE SESMIC CIVC 5 LOADS(S-1.4)PONSE E-PGe+.2SDSD CEILING VAULTED WALL ABOVE WALL INT BELOW WALL ENT BELOW FLOOR SEISMIC ZONE D2 CEILING GRADE GRADE GRADE R-49 R-38 R-21 R_21 R-10 R-30 GENERAL: 1.ALL MATERIAS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. Z ROOF NOTES: 2. R THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE VENTILATION CALCULATIONS FOR T PROVIDE 110 cFM(MIN)MOLE HOUSE TAN A5 NOTED ON DRAWINGS s FOR SAFETY OF THE BUILDING.THE CONTRACTOR S1WL PROVIDE ADEQUATE SHORING.BRACING AND GUYS IN ACCORDANCE w/ALL NATIONAL.STATE AND LOCAL A CONTRACTOR WILL PROVIDE ATTIC VENTILATION AS PER CODE. (ALL CALCULATIONS WILL BE NET FREE AREA) SAFETY ORDINANCES.ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. B. PROVIDE FLASHING O ALL VALLEYS,PITCH CHANGES AND AT VERTICAL >. 3.ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS.ANY DEVIATION PLANES. 402 5a. FT. OF ATTIC AREA/300=1.34 SQ.FT. m MUST BE APPROVED BY OSHA PRIOR TO ERECTION. C. PROVIDE FLASHING AND COUNTER FLASHING AT CHIMNEYS A MIN.OF 8` OF VENTILATION REQUIRED(193 SO. INCHES) 4.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES. ABOVE ROOF SHEATHING k CRICKETS AS SHOWN. HIGH VENT RIDGE VENT D. RAFTERS WILL BEAR DIRECTLY ON TRUSSES OR BLOCKING BETWEEN THE LOW VENT = 225 Sq.In. o 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRUSSES TRADES AND SHALL CHECK ALL DIMENSIONS.ALL DISCREPANCIES SHALL BE CALLED E. PROVIDE DOUBLE FELT UNDERLAYMENT FOR COMPOSITION ROOFING.(TYP.)FOR NOTE EAVE VENTING PROVIDED BY(4)-2"DIAMETER "BIRD HOLES" 2 TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH SLOPES UNDER 4:12 EVERY EAVE BLOCK. (12.5" Sq. In. PER BLOCK). SHEARWALL SCHEDULLL S.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE 4" SHEATHING W/ 8d NAILS ®6" EDGE DEOUfNLS SHOWN.NOTtS DETAILS OFNDI NS AM CONSTRUCTION� SPACIN 12` FIELD ARE OF SIMILAR CHARACTER TO REVIEW BY THE ENGINEER. CTION SHALL BE USED SUBJECT TO SIDING NOTES: ) CA o 7.ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION A PROVIDE FLASHING AT ALL HORIZONTAL PLANES PER IRC 703.8 INCLUDING "� y TO ANY OTHER SPECIFIC DETAIL.CALLED OUT. WINDOW OR DOOR HEAD,HORIZONTAL TRIM BOARDS,AND WHERE CONCRETE iy 8.ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS AND WOOD CAN COME INTO CONTACT(I.E.CONCRETE PORCHES/PATIOS fJ ;QJ IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OR ACCURACY. AND FLOOR FRAMING.). jj Q WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS,THEY SHALL BE REPORTED "a y DETAILS E THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE.MODIFICATIONS APPROVAL L B. FOR WOOD BEVEL SIDING,USE ONLY GALVANIZED FASTENERS AND INSTALL A To THE OF CONSTRUCTION SHE NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. PER IRC R703.5,TABLE R703.5.2 AND/OR MANUFACTURER 9.FOR CONCRETE FOOT]NGS SPECIFICATIONS. rAI r U FOOTIN DEPTH TO BE MIN. 12•TO PREVIOUSLY UNDISTURBED SOIL OR UNDISTURBED FILL ALL EXTERIOR WALLS TO BE SUPPORTED ON CONTINUOUS FOOTINGS. PIPE PENETRATIONS TO BE SLEEVED. FRAMENG NOTES: 1. FRAMING LUMBER SHALL BE HEY-FIR NO,2;AND HEM-FIR NO.2 FOR ALL TOP AND BOTTOM PLATES(GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PUNS).LUMBER TO LL BE GRADE MARKED PER WCUB SPECIFICATIONS. N 2. STRUCTURAL SHEATHING SHALL NG TO EITHER CI L STANDARDS RATED P51-0.EXPOSURE 1,SHEATHING -------_--- 9• VOLUNTARY STAN E-92.PROVIDE OF 3/0-EDGE ALL NAILS AND 1/8CONF !EXPANSION JOINTS BETWEEN MINIMUM NEL EDGES.MINIMUM SHEATHING PT GIL POSTS _____.____- - ._._-_� J REQUIREMENTS MEATS ARE BE AS FOS0WS:C-D TNT-APR RATED PLYWOOD WITH EXTERIOR GLUE,P.I. w5 CC066 (4 PLACES) % IL__-...____-__________._____-_.__ ____ _ - 2�MATCH) Q 5}" 16" 2.0E PSL x5 PT GL POSTS I ~ 24/0(USE 5-PLY FOR PANELIZED ROOFS).HALING 10d O 6 INCHES ON CENTER AT 24"x54" POST FOOTIN }" }� --------- - ---- [-I PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. (6 PLACES) w/ECCLQ CAP(2 PLACES) O Fy Cb 00 SUB FLOORING TO BE 3/4•TA:C C-D INT-APA RATED PLYWOOD WITH EXTERIOR GLUE, I A h P.I.49/24.GLUE AND NAIL WITH 10d AT 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, N A ® a,24"x48" SKYLIGHT3. NLESS SHALL CONFORM TO TABLE 23 N NA OF THE GHOUT UNLES BUILDING CODE 1}"x14` LSL SEE DETAIL 6 S UNLESS NOTED OTHERWISE.USE COMMON NNLS TMROUGIOUT UNLESS NOTED OTHERWISE. VD ( / 21 OR FRAMING) 1 4. NO STRUCTl1RAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED N WROING BY THE STRUCTURAL ENGINEER. 1Ya"x14" LSL LEDGER W/ I I 2 2-1 REMOVE SIDE INSTALL/VERIFY I{" 1'_g^ 5. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16'UNLESS OTHERWISE 0-4 ( ) /2` SDS O EA STUD I Cd NOTED.LAG BOLT PILOT HOLES SHALL BE PRE-DRILLED TD 60x OF THE NOMINAL (SIDING REMOVED, BUT SHEATHING REMAIN) j SHEATHING w/8d O 6" O.C. I a I FH� >' DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED I UNDER NEW SHEETROCK x 4" %EGRESS I F MW4 S. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE I N W/3�"%9" GL HDR I W F+�•I .�" TREATED.(SEE NOTE I FOR MINIMUM GRADE INFORMATION) 14" LPI36 IJOISTS ®12` w 7. OSS OF EOUA_OR GREATER THICKNESS MAY 8E SUBSTITUTED FOR PLYWOOD USED IN 1 x14" LSL I w/IUS2.37/14HANGI 5}"x16" 2.OE PSL I c' SHEAR PANELS. }" <,J N °� Q�=GLRIDGE �� 8. STUD NOTCHING:BEARING-25X NOTCH.40%BORING(W%BORING O DBL)NON I BEARING-40%NOTCH,6OX BORING HOLES NO CLOSER THAN 5/8"TO FACE OF STUD EXIST IN LOF I LL UN REPLACE EXISTHD ' �Ls 24' i W/3j"x12" GL HDTrt.t> I 4x3N N w/ TRIPLE STUD UNDER 1}"x14' LSL I ® BEAM ENDS S2 �< STORAGE i I 4-9- �° •�e j 28" OH 1- (MATCH) coI iL 31 3 Z I IN Q x ,m•S 2� 7•-11�" 7•-it 18' 1•-6" OH c B P m 3 }'x16" 2.0E PSL 18' 'A 16 MOTES oPOSTS SHALL BE PRESSURE TREATED FOR " < a PERMANENT GROUND CONTACT. POST SIZES 9 SHALL BE %x%DF24F GLUELAM POSTS OR g 8x8 HF/2 POSTS AND TIMBERS <� FLOOR FRAMING PLAN ROOF FRAMING PLAN " SCALE AS SHOWN 1/4" = 1'-0" 1/4" = 1'-0" DATE: JIwL 2014 I_ LMLAWM NUMiBER yyy 138223407726 SHEET . S] f% o a a a m � z o 4ONT SHEATH UP FACE OF END RAFTER qq eGc��i 'd < z 2"x12" 0 24" PLYWOOD SHEATHING EDGE NAILING (1) N EMOVE EXIST OH SIMPSON A35F O 2+'O.C. NOTES: (2) ZO EMOVE EXIST ROOFING UNDER NEW PONY WALL SHEAR PANEL EDGE NAILING 1. WOOD BEAM PER PLAN NAIL SOLE PL TO END RAFTER W/ 8d06" 2.SIMPSON POST CAP ROOF JOTS 3.WOOD COLUMN PER PLAN EW HEADER PER PLAN �� NOTES: r h 1.BEAM SPLICE AS OCCURS a SIMPSON H7 CU (2) 2.WOOD BEAM PER PLAN O 24'O.C. 3.SIMPSON POST CAP F. (3) 4.HOOD COLUMN PER PLAN lY4"%14" LSL WOOD STUD WALL WOOD FASCIA MATH (3) (4) (2)10d PER JOIST Z 14" LPI36 IJOISTS 0 12" SHEATHING AND NAILING PER SHFARWALL SCHEDULE WOOD RAFTER AT WOOD 3 STUD WALL 4 WOOD BEAM AT WOOD COLUMN on NOT ro SCALE NOT TO SCALE 5 WOOD BEAM AT WOOD COLUMNch rn a 5rx16" 2.0E PSL NOT 70 SCALE V Ca " GWB UNDER SOFFIT FINISH ' ry03 8• � �� $ o � v 5}"x6" GL PT POST y u w/ PC66 '.'. 24"x4.5 POST FOOTING NOTES. 00 _ 1.TOP CHORDS OF TRUSS -p- 2 JOISTS OR TRUSSES AS - - --T`-- 4.5• �!4 BAR 0 12" OCCURS I THRU POST '0 2.2x4 WITH SIMPSON-4 HANGER EACH END - 4) a 3.FOR OPENING DIMENSION. J SEE MECHANICAL 6" 21 DRAWINGS O 4.(2)2,4 WITH SIMPSON ~ (3) F24-2 HANGER ENO ["�• 00 i� 00 1 SECTION kn00 SCALE TYPICAL FRAMING AROUND 1-1/4- 6 SKYLIGHT OPENING NOT TO f~_, > SCALE b12 SIRWGB6 L -CONT. VENTED AT 16 0/, z ►1�1I ;3 5d"x15" GLB RIDGE BEAM / ROOF CAP LNe PLYWOOD SIHTG �� 1/+'AM I.YIpNG SITY6 NOT YORE IHNI 3/6 2"02" RAFTERS 0 24" �' I.y M NIIDRAL w/LRU212 SIMPSON ST36 STRAP TIE ACROSS � �" COX PLYWOOD BEAMBEND VFRT TO POST SIMPSON ST STRAP TIE SIMPSON LTP5 EA FACE aT.a 16 0% r, ROOF SHEATHING PLATE DOUBLE TOP PLATE BEAM DOUBLE TOP�� A AT LANDING M+ay w/8d 0 6" PLYWOOD 1 12 % 16d BEAM (2)16d 3s,At 1"(MIN) AIR GAP lftDll MPSON A35 CUP MN.J/!'MAIOYW I1/S'liEO {ON W/STUD R-38 BATT SIMPSON ST STRAP TIE 2.12 STRNOER AT INSULATION 1e'VENTED a 1A'o/cBLOCKING BIE 2 X STUDS,WNIMUM DOUBLE 2 X STUDS,MUMUM DOUBLE STUD 2.4 NAILER 10-2 xAxs[x IN12 STRINGER AT II` '• T&G SUBFLOOR J/+'naoR sn'c 16•o/c �} C��GGG Ste° 3' JOIST OR ftKG =0,K-I3 REOb 14" LPI36 IJOISTS 0 12" �W/SOW S JOISTS a 16 0% V A m ABEAM PERPENDICULAR B BEAM PARALLEL C BEAM ON TOP PLATE AT FLOOR C AT FLOOR I.ti a o INSULATION IUS2.37/14 HANGERS 5 %16" 2.0E PSL B a STAIR LANDING DETAILS }7x16• 2.0E PSL •u 7 BEAM TO FRAMING g Nor To SCALE v�i " �° 8• N07 TO SCALE Q m $ }"x5}" PT GL POST 'g IS a w/ PC66 QJ a a ti MR- 2•-4• 24' 2'-4• W, S2 2 ADDITION SECTION NOT TO SCALE 7 vi 00 RECEIVED •r ?� DEC 3 0 ?014 XF ^'J .. 5 r � a +y tom•L7 � r]V � �.��r`�xF ''� �. ` � �� �' (J ' '^,-----w. ��r�� �N►� /N$11gC.Lc�� �GV) APPROVED a � '� ' '�• �A�� o - �" MASON COUNTY DCD PLANE I }.>ab �_ p, SITE PLAN REQUIRED TO BE ON S�f L 1G + r •. ` o � � �1 [[ By CHAN ES SUBJECT TO APPROVAL '1 A L 3tQ' "� Date bo 0 6. G � G _ 7 1•e'ft 0o 0ro ® G X o / �� .. , :' r. . . :... . . . .. .-. ....: .'..... . .. ps .. - .. .1.. .. t. ", .. . '. P;y . .. . c :: �. ,r. �.. Ilk: �: �� v a. ;i i. . :.....i....... ... ..... ....: E �. . . . x , . . .. tl -^µ O , . . . . r ': .. ' . .-i y•' �i . *-:. .. y:. A :�� '. {� .. ... .. .. .. .. .3.. :'`J': t' • i i. - . . . , . .. .. .. .. :fi. .. .,,.:.,Im;f.'-.....,.-....:.I.....I:..:..:-:.�:.-..;..:*.........!.:-...-...—"...—..;,:.i::.::;:!.:::.:�::—':.!.:.::...�I..t�.-�;.;,,,.:;f..,.:;:.-­:..I,,:::,.',-.:,.:'...,.-..-;.-......--..,,...:-..�,.:...:'Z:..I,.-....*...':-.,;,...'.--..'6:,:-..-i.-....�..'.:'.'..,..-....,.:':-.:.-..��..:-,.:..,;:1.:.I..I-.I..:�.Z:..1.-...:..;.-.:-.'�-.....:,--�;..I-:�.k:-.:.-.:.-.....:,.-.,...::.....':-...-..-.�...,.,-.-.,-.--...:-.-....-.:...��..:�::;�1.z�%;:t�:'I�..:.....::�.:1:;t:i..:i-1.::.���.t,:::.:!:!:.I;.:.�.*"-.:-�.i.. yy. 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CEDAR ST.. ! d� W r) oL, I zrl r 1F)O STI 1 57 W� sMoK _ WA �T _ Li ULL CQ P2o T 1�J STA i BUILDING Name W/4- /WS Parcel# 22 3.30—-5--d— 00 9� Mason County Department of Community Development Small Parcel Stormwater Management Applicatio rksheet (page 1 of 2) Per Mason County Code, Title 14,Chapter 14.48 a stormwater site pl is required whenever a building application is made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface2. '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 stonmwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. Fo- alcvlate Imper-101iss Sur ces.P lase Cohip WThis Teb7e_:; Surface Type Length X Width = Area *All dimensions in feet Buildings X X = Measurements for buildings are taken at the perimeter of the farthest projections(example: ► I( 20 X 3 v = E©O 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 = tf.the tgia:impenrious area of the proposed site X = development is.greater than.20D0,square feet a Small Pa rcel:Stormwater:Site.Plan:is Inquired.:. Total Impervious Surface Area(sum of`all areas) b©o _ If the Total Impervious Surface Area is LESS 2000 S e Fee please read,acknowledge and sign below. r A )`. Based Upon the information you have provided a Sforrmb erg. ife 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 revJcwand_1J=tiDn as may be required.L / X Owner/Agent/Contractor(circle one)Date: / �,/30/2,0/ If the Total Imperious Surface Area is GREATER THAN 2000 Square Feet; please read,acknowledge and sign the information provided on page 2 of 2. DUO Page 1 of 2 WE VJ ent"In I 426 W. CEDAR ST. Name Parcel# BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14, Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: httD//www.co:mason.wa—us/codt/c,ommissioners/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 14.49.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 wiII 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 Sma11 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. DwnerBuilder/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: Page 2 of 2 coz� MASON COUNTY BUILDING PERMIT NO. : LO�©l7-p 1l o{ y; DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING-PLANNING-FIRE MARSHAL WWW.CO.MASON.WA.US (360)427-9670 Shelton ext-352 Mason County Bldg. III,426 West Cedar Street (360)275- 467 Belfair ext. 352 lirsa PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext. 352 1 BUILDING PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: CY4/e TO- gy p k /u s NAME: MAILING ADDRESS:32�S3 .Sp 4j V 4 V+- MAILING ADDRESS: CITY:WK f.JZ'b-A) STATE: W Ot ZIP: CITY: STATE: ZIP: PHONE360-377-0 Jt CELL: 16 C7 PHONE: CELL: EMAIL: C K-—0t" !<1as ^Lea' m 64 EMAIL : L&I REG 4 EXP. PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) 2`2.. 3 3 O - 5-o O c>O FIRE DISTRICT `L LEGAL DESCRIPTION(ABREVIATED) : /¢6u giv 1 AKA !R S E 3 —051 SITE ADDRESSA)C- 631 /3&VFLtJ L-AKf OQ CITY 'Tir1a'k/A cW513ei DIRECTIONS TO SITE ADD S A) S:& flE Pal We I=/Y/!Z sari Pr t< . Tm—<-.t 811 r*1& 'TA i}V��. � Tu y2 ►2r C�+�� 0 0 ggyk.t� �v i4� l;vn,� EO- 00 AJO lW f-A L K D2 + Ga AP��c IS PROPERTY WITHIN 200 FT: A.+ wi,L'c ,S 1T4c cN P,i(;,rE L, SALTWATER❑ LAKE X RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF❑ STREAM❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO ❑ TYPE OF JOB: NEW ❑ ADDITION X ALTERATION ❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) KJE S 1-D 9 C 9L IS USE: PRIMARY❑ SEASONAL 5( NUMBER OF BEDROOMS NUMBER OF BATHROOMS 7- DESCRIBE WORK ,!}(��7 G I€� ' t ADD i�w� Ex.II Si,l o'� C&R)W GV r'-K Ck PO IZ 0W D A.;c SQUARE FOOTAGE: 1ST FLOOR sq. ft. 2ND FLOO '`�'3-J s . ft 3RD FLOOR sq.ft. BASEMENT sq. ft. DECK sq. fL COVERED DECK sq.ft. ST sq.ft. OTHER sq. ft. GARAGE sq.ft. ATTACHED ❑ DETACHED;& ARPORT ' Z sq.ft. ATTACHED DETACHED ❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN EL ENGTH TH BE BATH SERIAL NUMBER OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTIO INACTIVITY ERMIT APPLICATION OF 180 DAYS WILL I VA DATE THE APPLICATION. X .2 P ;za/C4 Signatu of A plicant t x CA61 G � Tdi���'i`v S OWNER iI'REPRESENTATIVE /CONTRACTOR Print Name (CIRCLE TO INDICATE) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT 9 PLANNING DEPARTMENT DEC 3 010WJ FIRE MARSHAL 6 W. CEDAR ST.