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Home My WebLink AboutBLD2000-00103 Final SFR, Deck and Garage - BLD Permit / Conditions - 9/20/2000 Inspection Line (360)427-7262 lrfMASON COUNTY PERMIT ASSISTANCE CENTER Phone: (360)427-9670, ext. 352 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Shelton, WA 98584 ,. RESIDENTIAL BUILDING PERMIT BLD20O0-00103 OWNER: DAN TORMANEN RECEIVED: 2/7/00 CONTRACTOR: SITE ADDRESS: 81 E MARYANN PL SHELTON ISSUED: 3/8/00 EXPIRES: 9/8/00 PARCEL NUMBER: 321347590083 LEGAL DESCRIPTION: PROJECT DESCRIPTION: DIRECTIONS TO SITE: RESIDENCE, DECK AND GARAGE FROM HWY 3 NORTH ON MASON LAKE RD RIGHT AT CATFISH LK RD LEFT AT CATFISH LAKE LANE, LEFT ON MARJORIE LANE, LEFT ON MARYANNE PLACE, PROPERTY AT END ON LEFT. General Information Construction & Occupancy Information Square Footage Information No. of Bedrooms: 4 Type of Constr.: 5N Type of Use: SF Insp. Area: 2 No. of Bathrooms: 3 Occ. Group: R3U1 Lot Size: Deck: 178 Type of Work: NEW Fire Dist.: 5 No. of Stories: 2 Occ. Load: Building:2,193 Garage-Attached 459 Valuation: $125,402 Building Height: 25 Occ. Status: Basement: Manufactured Home Information Setback Information Shoreline & Planning Information Make Length: Ft. Front: N 60.0 Ft. Shoreline: Ft. Water Body: Rear: S 89.0 Ft. Slope: Ft. SEPA?: Model: Width: Ft. Shoreline Desig.: Side 1: E 62.0 Ft. Year: Serial No.: Side 2: W 64.0 Ft. Com . Plan Desi .: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee KLW 2/7/00 $60_.2J- 52608 Hosebibs 4 Furnace<100K 1 Address Fee GMM 2/10/00 $15.00 BELFAI Kitchen Sink 1 Ventilation Fan 4 Environ. Health Plan CEB 2/25/00 $50.06.,BELFAI Laundry Tray 1 Woodstove 1 9@118 tJ State Fee MJB 3/2100 $4.50 BELFAI Lavatories 4 Heat Pump 1 Building Permit Fee MJB 3/2/00 $1,017-2a BELFAI Water Closets (Toilets) 3 Mechanical Fee MJB 3/2100 $100?,5 BELFAI Water Heaters 1 Mechanical Base Fee MJB 3/2100 $2U0 BELFAI ' Bath Tubs 2 Plumbing Fee MJB 3/2/00 $103.Otr BELFAI Clothes Washer 1 Plumbing Base Fee MJB 3/2100 $20.00--BELFAI Total $1,993.21 BLD2000-00103 Please refer to the following pages for conditions of this permit. 1 of 3 CASE NOTES FOR BLD2000-00103 CONDITIONS FOR BLD2000-00103 1) This application is subject to Buffer and Landscaping requirements as established under Mason County Ordinance 1.03.036.X gyp", 2) The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. X 4.11, , 3) 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 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. X --R� 4) Proposed structure or any portion thereof greater than 30" in height from grade line, must maintain a minimum of 5'setback from all property lines, easements and 10'from all County and State Road right of ways. X -P 5) All upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X —P^� 6) Approved per dimensions and setbacks on submitted site plan. X —p 7) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. X 8) All approved plans are required to be on-site for inspection purposes. If inspection is called for and plans are not on site, Approval WILL NOT be granted. In addition, a Re-Inspection fee in the amount of$42.00 per hour (minimum 1 hour) will be charged and must be collected by this department prior to any further inspections being performed or approval granted. X �PJ BLD2000-0,0103 Please refer to the following pages for conditions of this permit. 2 of 3 9) PURSUANT TO 1997 UNIFORM BUILDING CODE, ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. MASON COUNTY BUILDING f DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS. A REINSPECTION FEE, BASED .ON-RATES AS ADOPTED BY THE JURISDICTION AND THE 1997 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS. X —41 10) The approved plot plan is required to be on-site for inspection purposes. If inspection is called for and plot plan is not on site, Approval WILL NOT be granted. In addition, a Re-Inspection fee in the amount of$42.00 per hour(minimum 1 hour)will be charged and must be collected by this department prior to any further inspections being performed or approval granted. X --I j- 11) UMC Chapter 7. In buildings of unusually tight construction, fuel burning appliances shall obtain combustion air from outside (excluding cooking appliances and clothes dryers). X _4_�l 12) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND UBC REQUIREMENTS AND OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION. ANY CHANGE OF USE OR OCCUPANCY WOULD RESULT IN PERMIT REVOCATION. CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE. x __10 1 13) Changes to approved building plans that effect compliance to the 1991 Washington State Energy Code, 1991 Ventilation and Indoor Air Quality Code, the Uniform Building Code and/or Mason County Regulations must be approved by Mason County prior to constructionX 14) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND UNIFORM BUILDING CODE.x --11z' 15) All property lines shall be clearly identified at the time of foundation inspecion. X This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. OWNER OR AGENT: DATE: --3 V BLD2000-00103 Please refer to the following pages for conditions of this permit. 3 of 3 CONCRETE MECHANICAL µ„ h �t MOBILE HOME Footincs- ,tuck date 6-Z + —m o by l Ribbons date-,ro by Gas Piping date b ouliuWion Walls date -L_nO b a Set Up date. by INSULATION date by BG/SLAB Insulation Floors Final date by date date by � tl' .'i D �-C- Y FRA.dICyG Cr'= c s Walls �:,< Q ��o�` FIRE DEPT. date G, 2 l -� by t PLUMBING date (0 1 (—DO by by Groundwork Attic OT \ L`4 �� / a. date by .a D.W.V.date b WALLBOARD NAILING date t,, - Z —470' by , date 7 7-20co by Water Line FINAL INSPECTION date by date by date by ro er • •Q 4 ec r csz.r -� o� e c,_r ll cx_ jr c.n� . 0 �- 7 IF ,yy-7- 7-0 TV tb �k�a G 7- 7- Z 000 SNEe-7 ------------- 7-a —c9c, Me /�1/z5 �C?Q.N7 At►./,�/t/ ��-/l�.D � t��"!L /��jC'�E. �'I> ��,�L�>c/�/� 185 . 03 ' MARYANN PLACE 40 ' ROAD EASEMENT LLJ l�lorth , o > Qc 00 00 PROPOSED 4 A BEDROOM N aj RESIDENCE i N SEPTIC & PUMP � TANKS 501- 011 RESERVE � SITE PLAN PRIMARY oc SCALE: 1" = 20'- 0" Ll � DANIEL TORMANEN = PARCEL # 32134- 75- 90083 TR3 OF SP2649 !Uu 1.00 ACRES � TERHUNE HOMES INC. , B 8 . 65 1 Architecture + and Design Aid&080Lw6« ARCHITECTURAL SERYKES • DIGITAL ESTIMATING LATERAL ANALY515 FOR: 17-5A-P r7s Lzl 1� 741 - 10NTE: - -3i- o0 R TERED 0 ECT TERHUNE HOMES ZK--o7 1 PO BOX 91 SJAMES YEA ER POUL5BO YNA 983-70 SffE�7' ATE OF WASHINGTO 360.697.7000 10900 Highway 104 (P.O.3oz 1451) • Kingstoq WA 98346 0 No0onr. (360)297-8133 Fax: (360)197-3609 WEST SOUND ARCHITECTURE 4 DESIGN DESIGN CRITERIA PER 1997 UNFOW BUILDING CODE 80MPH / EXPOSURE '5, WIND PER SECTION 1616 DESIGN WIND PRESSURE: P = CCxCgxasxlw Ce=Exposure Factor, Cq=Method Factor, Qs=Wind Stagnation Pressure, Iw=Importance Factor SITE / PROJECT SPECIFIC vALUE& Ce = 0.62 (Exposure B + <15'H), Gq = 13 (Method 2) Qs = 16.4 (Basic Wind Speed = 80 MPH), Iw = 1.0 (Standard Structure Importance) CALCULATED WIND PRESSURES AT PRESCRIBED BUILDIWS HEIGHTS- P - 1322 PSF c 15'H, 1428 PSF <20'H, 1535 PSI= < 25'H, 1620 PSF <30'H, 11.91 PSF <40'H EARTHQUAKE PER SECTION 1626 BASE SHEAR: V = (32 Ca) / R x W Z = Seismic Zone Factor, I - Importance Factor C = Numerical Coefficient, W = Total Seismic Dead Load SITE / PROJECT SPECIFIC VALUES- Z = 03 (Zone 3), I = 120 (Standard Structure Importance), C = 3.0(Need Not Exceed), R = 55(1`1ywood Shear Walls) or R = 45(GW5 Shear Walls) V(plywd) = 0.1%4W, V(gwb) = 02400W STANDARD DESIGN INFORMATICN (UNLESS NOTED OTHERWISE ON PLANS) LUMBER GRADE. HF2 OR-SETTER, HF3 6 STUDS GLU-LAM BEAMS: UBC COMBINATION 24F-V4 HORIZONTAL ROOF SHEATHING 1/2' COX-1/16' OS8 W 8d o 6' CC/EDGES (148PLF ALLOWABLE DIAPHRAGM SHEAR) HORIZONTAL FLOOR SHEATHING: 3/4' TRG CDX PLnD W/10d 's 6' CC/EDGES (111PLF ALLOWABLE DIAPHRAGM SWEAR) SHEAR WALLS: SEE SHEAR WALL SCHEDULE NOTE: 6iW5 SHEAR WALL CAPACITIES TO BE HALVED WHEN RESISTING SEISMIC FORGES. ANCHOR BOLTS:-5/8' D IA Y 10' L is 48' O.C.-W1 2' x 2' x 3/16' WASHER OR A2-1/4' ROUND WASHER TTF. UN.O. , OR A301 OR BTR W/ I' MIN- EMBEDMENT 10900 N1CsWLL4r 104 F°I-1 : (360)29I-8233 <W4TCN,UA•98346 FAX: (360)291-8391 V 21 O West Sound Architecture And Design -Lateral Analysis- 1997 UBC DATE : 01-27-2000 TORMANIEN P:Max Ht-upper- 24.00• Q Ridge; :Use P= 15.35 ave psf See sheet 9 for sail area page 1 of P:Max Ht-main= 15.W ®Ridge; :Use P= 13.22 ave psf See sht 3 for wind pressure talc. See sht 4 for Shearwall schedule Compute Wind Load x-x,y-y: a y-y, main= 19.00 ft w x 10.00 ft h= 190.00 sf x 13.22 psf= 4845 Ibs b y-y, main= 19.00 ft w x 10.00 ft h= 190.00 sf x 13.22 psf= 4845 Ibs TWL y-y main= 11641 Ibs c y-y= main= 19.00 ft w x 10.00 ft h= 140.00 sf x 13.22 psf= 1851 Ibs 1 x-x= main= 15.00 ft w x 10.00 ft h= 150.00 sf x 13.22 psf= 3825 Ibs TWL x-x main= 8416 Ibs 2 x-x= main= 18.00 ft w x 10.00 ft h= 180.00 sf x 13.22 psf= 4590 Ibs 3 x-x= main= 0.00 ft w x 0.00 ft h= 0.00 sf x 0.00 psf= 0 Ibs a y-y, upper= 19.00 ft w x 8.00 ft h= 152.00 sf x 15.35 psf= 2333 Ibs b y-y, upper= 19.00 ft w x 8.00 ft h= 152.00 sf x 15.35 psf= 2333 Ibs TWL y-y upper= 4666 Ibs o y-y= upper= 19.00 ft w x 0.00 ft h= 0.00 sf x 0.00 psf= 0 Ibs 1 x-x= upper= 15.00 ft w x 8.00 ft h= 120.00 sf x 15.35 psf= 1842 Ibs TWL x-x up per= 4062 Ibs 2 x-x= upper= 18.00 ft w x 8.00 ft h= 144.00 sf x 15.35 psf= 2210 Ibs 3 x-x= upper= 0.00 ft w x 0.00 ft h= 0.00 sf x 0.00 psf= 0 Ibs Check Seismic:v= 0.1964 w(all plywood shearwalls); v= 0.2400 w(gwb shearwalls) WOAmain=l 0 sf/rf+ 1754 sf/wl+ 923 sf/flr)x 10 psf= 26770 Ibs V with gwb shearwalls(min.,u.n.o.) W a y-y=( 0 sf/rf+ 549 sf/wl+ 499 sf/flr)x 10 psf= 10480 Ibs : V a y-y= 2058 Ibs. : plywood shearwalls W b y-y=( 0 sf/rf+ 752 sf/wl+ 424 sf I flr)x 10 psf= 11780 Ibs V b yy= 2822 Ibs. W c y-y=( 0 sf/rf+ 453 sf/W+ 0 sf/fir)x 10 psf= 4530 Ibs V c y-y= 1087 Ibs. W 1 x-x=( 0 sf/rf+ 873 sf/wl+ 469 sf/flr)x 10 psf= 13420 Ibs : V 1 x-x= 3221 Ibs. W 2 x-x=( 0 sf/rf+ 881 sf/wl+ 454 sf/fir)x 10 psf= 13350 Ibs V 2 x-x= 3204 Ibs. W 3 x-x=( 0 sf/rf+ 0 sf/W+ 0 sf/flr)x 10 psf= 0 Ibs V 3 x x= 0 Ibs. WOAup=( 1881 sf/rf+ 1770 sf/W+ 0 sf/flr)x 10 psf= 36510 Ibs V with gwb shearwalls(min.) W a y-y=( 627 sf/rf+ 970 sf/wl+ 0 sf/flr)x 10 psf= 15970 Ibs : V a y-y= 3833 Ibs. W b y-y=( 627 sf/rf+ 800 sf/wl+ 0 sf/flr)x 10 psf= 14270 Ibs : V b y-y= 3425 Ibs. W c y-y=( 627 sf/rf+ 0 sf/wl+ 0 sf I fir)x 10 psf= 62M Ibs V c y-y= 1505 Ibs. W 1 x-x=( 855 sf/rf+ 768 sf/wl+ 0 sf/flr)x 10 psf= 16230 Ibs : V 1 x-x= 3895 Ibs. W 2 x-x=( 1026 sf/rf+ 1002 sf/wl+ 0 sf/flr)x 10 psf= 20280 Ibs V 2 x-x= 4867 Ibs. W 3 x-x=( 0 sf/rf+ 0 sf/W+ 0 sf/fir)x 10 psf= 0 Ibs : V 3 x-x= 0 Ibs. Compute sum of Shear-Resisting Walls&Compute V x-x,V y-y main floor: Sum SW a y-y=( 2.00 3.00 5.00 3.00 1 5.00 11.00 1 29.00 tl If shear wall tl sw y-y Sum SW b y-y=( 5.00 2.00 1 70.00 17.00 tl If shear wall 74.00 Sum SW c y-y=( 4.00 24.00 28.00 if If shear wall Sum SW 1 x-x=( 12.00 4 4.00 5.00 5.00 22.00 52.00 tl If shear wall tl sw x-x Sum SW 2 x-x=( 4.00 4.00 8.00 3.00 3.00 3.00 25.00 tl If shear wall 77.00 Sum SW 3 x-x=( 0.00 U If shear wail upper floor: Sum SW a y-y=( 12.00 12.00 24.00 tl If shear wall tl sw y-y Sum SW b y-y=( 26.00 26.00 ti If shear wall 50.00 Sum SW c y-y=( _ 0.00 tl If shear wall Sum SW 1 x-x=( 5.00 6.00 4.00 2.00 10.00 27.00 tl If shear wall tt sw x-x Sum SW 2 x-x=( 3.00 6.00 6.00 3.001 8.00 26.00 tl If shear wall 53.00 Sum SW 3 x-x=( 0.00 tl If shear wall i aqua tg way (P.O. Box 1452) PHONE: (7,0 33 Kingston, Wa. 98346 - X,O Compute V x-x max.and V y-y max. PLAN page 2 of 0 location V wind V seismic V max Ws!length pif governing force SW# plf SW# plf main floor: a y-y= 4845 Ibs 2058 Ibs 4845 WsA= 167 plf wind Use SW#: 131-6(230pif)G2-7(200pif) b y-y= 4845 Ibs 2822 Ibs 4845#'sA= 285 plf wind Use SW#: PI A352pInG2-4B(300pIf) c y-y= 1851 Ibs 1067 Ibs 1851 irs/l= 66 plf wind Use SW#: P1-6(230pI0G2-7(200p1f) 1 x-x= 3825 Ibs 3221 Ibs 3825#'sA= 74 pif wind Use SW#: P1-6(230pI0G2-7(200pI0 2 x-x= 4590 Ibs 3204 Ibs 4590 WsA= 184 pif wind Use SW#: P1-6(230plf G24(200pif) 3 x-x= 0 Ibs 0 Ibs 0 #'sil= ##### plf wind Use SW#: not used upper floor: a y-y= 2333 Ibs 3833 Ibs 3833#'s/I= 160 pif seismic Use SW#: P1-6(230p1f)G2-7(200p1f) b Y-Y= 2333 Ibs 3425 Ibs 3425 #'s/I= 132 pif seismic Use SW#: P1-5(230p1f)G2-7(200p1f) c y-y= 0 Ibs 1505 Ibs 1505 WsA= ##### pif seismic Use SW#: not used 1 x-x= 1842 Ibs 3895 Ibs 38%#'sA= 144 plf seismic Use SW#: P1-6(230pif)G2-7(200plf 2 x-x= 2210 Ibs 4867 Ibs 4867 #'sA= 187 plf seismic Use SW#: P1-6(230plf)G2-7(200pif) 3 x-x= 0 Ibs 0 Ibs 0 #'s/I= ##i### plf wind Use SW#: not used Verify Capacity of Designed Shearwails: main floor. Sum SW cap y-y= 48.00 If x 291 plf+ 26.00 If x 200 pif= 1916B Ibs> 11541 OK; F.O.S.= 1.66 :1, OK Sum SW cap x-x= 55.00 If x 230 pif+ 22.00 If x 200 plf= 17050 Ibs> 8415 OK; F.O.S.= 2.03 :1, OK- upper floor: Sum SW cap y-y= 50.00 If x 230 plf+ 0.00 If x 200 plf= 115M Ibs> 4666 OK; F.O.S.= 2.46 : 1, OK- Sum SW cap x-x= 35.00 If x 230 pit+ 18.00 If x 200 plf= 11650 Ibs> 4052 OK; F.O.S.= 2.87 :1, OK Compute Dead Load and check Overturning UPLIFT=((ht*plf w)-(2/3D.L_'1/2w)]!w uses 2/3 D.L.reduction at!2 width of panel. main floor. D.L.Q a y-y= 2.00 ft x ( 30 plf/flr+ 160 plfAwi+ 30 plf/rf)= 440 Ibs D.L.Q b y-y= 2.00 ft x ( 30 plf/fir+ 160 pif/wi+ 30 plf/rf)= 440 Ibs D.L.Q c y-y= 4.00 ft x ( 0 plf/flr+ 80 plf/wl+ 60 plf/rf)= 560 Ibs D.L.Q 1 x-x= 4.00 ft x ( 90 pif/flr+ 160 plfhv!+ 195 plf/rf)= 1780 Ibs D.L.Q 2 x-x= 3.00 ft x ( 90 pif/flr+ 160 plftM+ 195 plf/rf)= 1335 Ibs D.L.Q 3 x-x= 0.00 ft x ( 0 plf/flr+ 0 plftM+ 0 plf/rf)= 0 Ibs M. max a y-y= 167 pif x 8.083 ft. = 1350 Ibs- 145 Ibs = 1205 lbs. Use: HPAHD22 w/(11)-16d M. max b y-y= 285 plf x 8.063 ft. = 2304 Ibs- 145 Ibs = 2158 lbs. Use: HPAHD22 w/(11)-16d M. max Q c y-y= 66 pif x 8.083 ft. = 534 Ibs- 185 Ibs = 349 lbs. Use: <500#,no holdown required M. max Q 1 x-x= 74 plf x 8.083 ft. = 595 ibs- 587 Ibs = 7 lbs. Use: <500#,no holdown required M. max 2 x-x= 184 pif x 8.083 ft. = 1484 Ibs- 441 Ibs = 1043 Ibs. Use: HPAHD22 w/(11)-16d M. max 3 x-x= #DIV)01 pif x 8.063 ft. = #DIV)O! Ibs- 0 Ibs = #DIVA! lbs. Use: not applicable upperfloor: D.L.Q a y-y= 12.00 ft x ( 0 plf/flr+ 80 plf/wl+ 180 pif/rf)= 3120 Ibs D.L.Q b y-y= 26.00 ft x ( 0 plf/flr+ 80 plfMrl+ 390 pif/rf)= 12220 Ibs D.L.Q c y-y= 0.00 ft x ( 0 pif/flr+ 80 plow!+ 45 plf/rf)= 0 Ibs D.L.Q 1 x-x= 2.00 ft x ( 0 pififlr+ 80 plfAM+ 195 plf/rf)= 550 Ibs D.L.Q 2 x-x= 3.00 ft x ( 0 pif/flr+ 80 plfNvl+ 195 plf/rf)= 325 Ibs D.L.Q 3 x-x= 0.00 ft x ( 0 pif/flr+ 0 plfAv!+ 0 plf/rf)= 0 Ibs M. max Q a y-y= 160 pif x 8.083 ft. = 1291 Ibs- 1030 Ibs = 261 lbs. Use: <500#,no holdown required M. max Q b y-y= 132 plf x 3.083 ft. = 1065 Ibs- 4033 Ibs = -296B Ibs. Use: <500#,no holdown required M. max Q c y-y= #DIViO! pif x 8.063 fL = #DIVr01 Ibs- 0 Ibs = #DIViO! lbs. Use: not applicable M. max Q 1 x-x= 144 pif x 8.083 ft. = 1166 Ibs- 182 Ibs = 985 Ibs. Use: MSTI-36 W/(14)10d x 1 12"nails M. max Q 2 x-x= 187 pif x 8.083 ft. = 1513 Ibs- 272 Ibs = 1241 Ibs. Use: MSTI-36 W/(14)10d x 1 IZnails M. max Q 3 x-x= #DIVi01 plf x 8.083 ft. = #DIV/O! Ibs- 0 Ibs = #DIV10! Ibs. Use: not applicable Holdown and Shearwall Summary Use(20) HPAHD22w/(11)-16d Use(6) MSTI-36 W/(14)1 Od x 1 1/2"nails Shearwalis,plate nailing and anchor bolts per schedule-as indicated. 10900 Highway 104 kt (P.O. Box 1452) PHONE: (3 0 29 33 Kingston, Wa. 98346 4�a v ` 1 `ev b tK0'P^acv W/ GoNT. M6�^L OUITGR 4x4 mo sNEW I R URI I I - 4 , rum - MI IN M,V. A►N.FL E i RoNT EL- EVAT10 �IaTE: �--IAEG PLAI�IL �2G�-IT �l-��/A11 iJ � I - I A Ll_ CM-{EI�-'- G- Noi�.�n � -i Dais 1� � -► �- rrZ1 5 --------------- -----------------lu I jr 1 1 ! 1 ' I 1 1 1 t 1 I 1 1 1 • i ! { i i 1 1 11 I t t �1 art �►-st 1 1 � O m16 r,77P L(l!j 13 ; Tit 16 LA n.t, p ao p °- � � 14 "` 4 r 1 x A . Mvil nil T aw •��. _ 111 ` i rl I TV IQ SHEAR WALL 5CHEIDULE (See 1551 UB.C. table 23-11-1-1 4 23-II-1-2) GI-1 v(w)-100 plf 1/2' G1UB. 0 side) w / 5d cooler nails a 1' o.c. UNBLOCKED v(s)250 pir Anchorage: 16d a 12' O.C. OR 5/8' • bolts a 48' oz. 62-1 (w)-200 pir 1/2' GUS. (2 sides) w / 5d cooler mall& a T oz. UNBLOCKED of&)-100 pir Anchorage: 16d a 16' oz. OR 5/13' ♦ bolts a 48' oz. G2X-1 v(w)-215 pir 1/2' G.W.B. (I side) w / 5d cooler nails a 7 o.c. UNBLOCKED v(s)-101 pir 5/8' G11,111 (laide) w / 6d cooler a T oz. UNBLOCKED Anchorage: 16d a 12' oz. OR 5/8' • bolts a 48' oz. G2-4 (w)■250 plf 1/2' G1llB. (2 sides) w / 5d cooler nails a 4' oz. UNBLOCKED v(6)■125 pir Anchorage: Ibd is 6' oz. OR 5/8' ♦ bolts a 46' oz. G2X-4 v(w)■210 pir 1/2' G.W.B. (1 aide) w / 5d cooler nails a 4' oz. UNBLOCKED v(&)-135 plf 5/8' G.W.B. (leide) w / 6d cooler a 4' of--. UNBLOCKED Anchorage: 16d a 12' oz. OR 5/5, • bolts a 48' oz. G2-415 v(w)-300 plf 1/2' GIUB. (2 sides) w / 5d cooler mall& a 4' oz. BLOCKED v(s)-150 pir Anchorage: 16d a 4' o.c. OR 5/8' • bolts • 32' oz. TNI-6 v-200 plf 0.115' Structural Thermo-piy sheathing w / 16ga. gals. staples I' crown - 1 1/4' legs) a 3' oz. a edges 4 6' oz. * field Anchorage: 16d a 6' o.c. OR 5/8' • bolts a 48' oz. ee I CB.O. report • 143% 1/51 TI-6 v-115 pir 5/16' plywood panel siding, w / bd galy. casting mall& • 6' oz. chorage: Ibd a 12' O.C. OR 5/8' • bolts a 48' oz. TI-3 v-226 pir 5/16' plywood panel aiding, w / 6d galy. casting nails a 3' oz. chorage: 16d a 12' O.C. OR 5/e' • bolts a 48' oz. 1`1I-6 v-230 plf 1/2' plywood or O.SB. equal,w / 8d nails * 6' oz. Anchorage: Ibd a 5' oz. OR 5/8' • bolts a 48' oz. PI-4 v■352 pir 1/2' plywood or 0.6.E3. equal, w / fd nella a 4' oz. Arc-horage: 16d a 4' CC. OR 5/13' ♦ bolts a 32' oz. PI-3 v-451 pir 1/2' plywood or 0.513. equal, w / 8d nail& a 3' oz. Arc,horage: Ibd a 3' oc. OR 5/8' + bolts a 24' oz. PI-2 y=516 pif 1/2' plywood or 0.5.13. equal, w / 8d nails if 2' oz. Anchoragei I6d a 2' oz. OR 5/8' • bolts a 24' oz. P2-4 v-608 plf 1/2' plywood or 08B. equal,(2 sides) w / 8d nails a 4' oc. Anchorage: 3/8' lag screws OR 5/8' • bolts a 24' oz. P2-3 v=118 pir 1/2' plywood or 06B equal/2 sides) w / 8d nalla a 3' oz. Anchorage: 3/8' lag screws OR 5/8' • bolts a 24' oz. NOTES: I. Shear Wall Values are for Nem/Fir Studes. (Typical) 2. Anchorage values are for wall panels. Where portions or walls are not &hear Panels, bolts may be placed at 6'-0' o.c. per section 1806.6. Nails may be spaced at 16' oz. per Table 23-1-Q 3. For G1U.B. shear walls, �E� ,arr/GH>=I7 SflEel Fvr� S��Ew A�TEf�NAT>~ t,I ►o MW WALL AND 1=E I L I NG BUREAU PHONE NO. -06 524 4136 may. Ili 1999 1c:4=PM P1 . (GA-22.9-88) � , A1. . A . GYPS J`1 _ .. .. I�JJvC.li�ilN.0V 1603 ORRIN�GTON AVEN'UE,: EVANST0N,'111IPt•Of'S .6--Q.2.o1. . . . N.W. W, B (2�1524 A IV �fl(/N �errl�d3 qX s�t RFAU ' Wq ga1154.4136 SHEAR VALUES FOR SCREW APPLICATION OF GYPSUM WALLB OARD A series of tests were conducted at Radco in Carson, California to determine the shear resistance of gyp- sum board applied to one side of a wood stud partition(16"o.c.)using type S or W screws at different spat. ings. Both parallel and perpendicular directions of the board were also evaluated. The results were as lot. lows.Board Direction of Screw Edge Field Average Screw S Thickness Application crew Ultimate T ype Spacing Spacing Shear/tin.ft. 1 /2" Parallel 1'/A" W#6 8" o.c. 12" o.c. 2151bs. Perpendicular V/4" W#6 " 8 o.c. 12"O.C. 184 lbs. Parallel 1'lo" S#6 8"o.c. 12" o.c. 225 fbs. Parallel 1'/4" W#6 . 6"o.c. 12" o.c. 269lbs. Parallel 1'/4" W#6 12"O.C. 12"o.c. 169 lbs. Parallel �- ••• 1 /., W#6 4"o.c. 8" o.c. 463 lbs. Parallel 1'/4"W#6 8"o.c. 12" o.c. 281 lbs. Perpendicular 1'/4" W#8 8" O.C. 12" o.c. 215 lbs. The following conclusions can be drawn from these tests: 1. The shear values were comparable for both type S and W screws. 2. The shear values for parallel application were higher than for perpendicular application. 3. The shear values for 5/s" board were higher than for '/2" board. 4. The shear value increases with closer spacing of the perimeter fasteners. 5. Based on other test results the shear values for screws are comparable to nails,all other conditions being equal. = Check test.only one assembly tested. Priniod in USA `b PERMIT NO.: Bdp MASON COUNTY BUILDING PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968 APPLICANT INFORMATION- CONTRACTOR INFORMATION Owner t)cLn i e t 1 OY rnaYl e % Contractor Name Te►'r'1u yye. Ho rMy_s Mailin Address O. 60 1014 � Mailing Address P-0. En;ox `9 City 61 " State a. Zip Code City 4bL-A_1�}U Stat c,. Zip Cod4l j: ?b Phone C -113f39ther Ph.( ) Ph.(3to0 )(p0-7-7�Ather Ph.( Lien/Title HolderZT� - ��k Contractor Reg. #Tev h" 13-�!0-7 Address Expiration 4 /Z 8 / Q O SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System WeII_X_Water System Name of Water System PARCEL INFORMATION-12 digit Tax Parcel No. 3 t{ / / Fire District Legal Description T R, o F" �P Z Z. Site Address(Please include street name, street number and city) lY\ 1 e l GYl Directions to site JF_y G i,-p tAw 3. kkg A V) U vN \0.` Yl Cry.-f sh Ll_. ¢-(--k a t<v, 0.t c`y-) IVILLY avt ct 1 0 tq ctnrK., Will timber be cut and sold in parcel preparation? (Yes/No) NJ O 'PIC-CZJ bL-_v kt 40-42vZd Cl t , Is your property within 200' of the following: Body of Water (Name) Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB New X Add Alt Repair Other Use of Building Describe Work C6_n-,- }-v kT f SF'(2. No. of Bedrooms No. of Bathrooms Z. SQUARE FOOTAGE-1st Floor IZOO 2nd Floor 3rd Floor '-"" Loft Basement Deck 1-71.S Other sq. ft. Garage Attached Detached Carport Attached Detached MOBILE HOME INFORMATION-Make T_/odel Model Year Length Width Serial No. J A No. of Bedrooms No. of Bathrooms Type of Heat Purchase Pri I Replacement Unit ?(Yes/No) Installer Name Certification No. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structures for review and inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without approval. first o ing approval. X Date DatS z 0 j FOR OFFICIAL USE ND THIS POINT I Accepted by Date Submittal Amount Due Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED CONDITION CODES Building Department M►3 Occ Group 3u ii Type Constr. 5iV 3 a. D Planning Department Environmental Health Department i Public Works Department I � Fire Marshal Valuation $ 13—S , 409 , 3 FEES Building Permit Fee 1 O(`1.a5 Site Inspection Plan Review Fee 6 t 1 UFC Plan Review Fee I Plumbing & Base Fee 1 a3 OO Public Works Review Fee Mechanical & Base Fee l a a,a-5 Other ,wT- y,5 Wood/Gas/Pellet Stove Fee Other Violation Fee Pre-Paid at Submittal ( (116( , 1 ) TOTA'>': ><> ><{ i>>'> >`I>[. L FEES PERMIT NO.: MASON COUNTY PLUMBING/MECHANICAL PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton 360 427-9670 Belfair(360)275-4467 Elma 360 482-5269 Seattle 206 464-6968 APPLICANT INFORMATION CONTRACTOR INFORMATION Owner �I.V) l- t Contractor Name-T-e y VILA V le- Hi V YW-S Mailing Address .p. i3c-)x I C_' I CI Mailing Address F. 4 . 'BOx g-1 City FA1 i c4 k-1 , StaW-Y-, Zip Code City 46rt-OulSbo Statet..Oe Zip Code--A 53-7n PhoneO a-_4-3ZrOther Ph.( Ph. (.ro PI-'1 ?"'ether Ph. Lien/Title Holder Contractor Reg. #T,- V 6 �u L c 1'.- -7 Address Expiration_/_ - o v SEPTIC INFORMATION-Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION-12 digit Tax Parcel No. 1 / / Fire District Legal Description I" E>7&(J,!5;) I--- I - -t --z Site Address(Please include street name, street number and city) Directions tositeFYuyvv 14c, sort V ' ytScv\ LL I?-a. I,) a6r# ctii Cci-t uslk 1n1(0, v v7 7 P1 OPOY �L l &-gI �. ril 1 Is your property within 200' of the following: Body of Water*<eJ4) Saltwa er Lake River/Creek Pond Wetland a Ru off Stream Slopes or Bluffs TYPE OF JOB New Add Alt Repair Other Use of Building r Location of Fixtures/Units 1st Floor 2nd Floor__!,' Basement Garage_ Closet PLUMBING FIXTURES(Show Number of each) MECHANICAL UNITS Fuel Typ ctnc Type of Fixture No. of Fixtures Fees LPG Natural Gas Heatpump Toilets Type of Unit No. Fees Bath Basins Furnace 13.aS Bath Tubs Heatpumps Y 4•so Showers --"' Vent Fans -5 4 00 Water Heater I46p7 C1fk,00 Propane Tank -- Laundry Wsher�_ Gas Outlets Sinks _s' _ Wood/ st Stove_� 41,00 Dishwasher _j_ Direct Vent?Lfeal Other 1�os� L�,�ges 5-00 Other P111. tivo Other Other Base Fee a0.00 Base Fee a1.00 TOTAL PLUMBING 1a3,oO TOTAL MECHANICAL lad. A FLOOR PLAN AND PLOT PLAN MAY BE REQUIRED DEPENDING ON THE TYPE OF FIXTURE/UNIT. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structures for review and inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without approval. first obt vri g approval. J '' )( Date ' Datb!!ZU' OG FOR OFFICIAL USE BEYOND THIS POINT Accepted by Date Submittal Amount Due Receipt No. DE.ART:MENTAL' 15ttIF>. APPFtt7VEQ DENIED C0NI[f 7I1M CODE.S Building Department Occ Group Type Constr. Planning Department Other Other FEES: Permit Fee Site Inspection Plan Review Fee UFC Plan Review Fee Plumbing&Base Fee Other Mechanical&Base Fee Other Wood/Gas/Pellet Stove Fee Pre-Paid at Submittal ( ) Violation Fee TOTAL FEES C3t�PERMIT N OC�� MASON COUNTY ,/ 6 Jb PLUMBING/MECHANICAL PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton 360 427-9670 Belfair(360)275-4467 Elma 360 482-5269 Seattle 206 464-6968 APPLICANT INFORMATION CONTRACTOR INF�U,, MATION Owner Oa*, ;' Or h-f� Contractor Name 7r✓ 11V'V Mailing df� ess J o /1f Mailing ddr�s / T, `" City ( State W Zip Code City rif y 1,56u State Zip Code 70 Phone 6 a 275-33 m Other Ph.( Ph.( 3�� ) UVOt er/Ph. Lien/Title Holder Contractor Reg. # ✓4iN/! Address Expiration J`/ / ' -7 / " f SEPTIC INFORMATION-Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION-12 digit Tax Parcel No do Fire District Legal Description Site Address(Please include street name, street number and city) Directions to site Is your property within 200' of the following: Body of Water (Name) Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB New Add Alt Repair Other Use of Building Location of Fixtures/Units 1st Floor 2nd Floor Basement Garage Closet PLUMBING FIXTURES(Show Number of each) MECHANICAL UNITS Fuel Type: Electric Type of Fixture No. of Fixtures Fees LPG Natural Gas Heatpump Toilets Type of Unit No. of Units Fees Bath Basins Furnace Bath Tubs Heatpumps Showers Vent Fans Water Heater Propane Tank Laundry Wsher Gas Outlets Sinks Wood/Gas/Pellet Stove Dishwasher Direct Vent? Other Other Other Other _1y�d-Da �03 Base Fee t Base Fee 1 TOTAL PLUMBING � / Pl"TOTAL MECHANICAL A FLOOR PLAN AND PLOT PLAN MAY BE REQUIRED DEPENDING ON THE TYPE OF FIXTURE/UNIT. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structures for review and inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-1 certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without approval. first obtaining approval. X Date X Date FOR OFFICIAL USE BEYOND THIS POINT��nn _ Accepted by Gc Date Submittal Amount Due c- 1• W Receipt No.q YG 16 iCtR[[TiTI()NCtlClS Building Department Occ Group Type Constr. Planning Department Other Other 3^ES :;:i: _.. y.. Y..,. ... �... ...we Permit Fee 4.4�m_. Site Inspection Plan Review Fee UFC Plan Review Fee Plumbing&Base Fee Other Mechanical&Base Fee Other Wood/Gas/Pellet Stove Fee Pre-Paid at Submittal ( ) Violation Fee TOTAL FEES FORM MUST BE COMPLETED IN INK PLEASE PRESS HARD MASON COUNTY PROJECT SITE INFORMATION Case No. NamejXn —T0Y 1'WICLVAe0 PARCEL NUMBER 3Zi34--7S-906x 3 Date I-Z0-00 SHOW THE FOLLOWING ON SITE PLAN Show Direction by indicationg N, S, E, W in relation to the site plan Lot Dimensions Fences Existing Structures Driveways Structure Setbacks Shorelines Water Lines Topography Well Location (including adjacent) Drainage Plan Names of Streets Easements Names of Fronting Streets Septic System DRAW SITE PLAN BELOW Include adjacent properties if on shoreline or within 100 feet of adjacent property line. adjacent property line- I Lcx I I Fadjacent property line I I I I 1 i I I I I I I I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I adjacent property line- ' ' Fadjacent property line SAMPLE SITE PLAN adja�nt property lined 3io _ E-adjacent property line D 30' r1;Zse fivE gel _i1 .gFASo+✓AL I H 77ii L _�'PTSL_ j. I I Hom L� I Gnaen�CR.F�1G \ I � I I /iousa I > � PROPoaGD s¢Qt:a I I 1 , I I VACAt,T I c.nrtnc cs I 3I� PM1oPosCD I �/ A&R=LLLrLLAAL So I 1 I I I \� 80, I I � I /DO" i \ I I I I /00. —� j adjacent property lined Fad'acent ro ert line TOPOGRAPHY PROFILE(Show a side view of property. Show slopes, cuts and fills. If possible include height and the degree of slopes. See sample topography profile.) IYl�J IY' SAMPLE TOPOGRAPHY PROFILE �O p�je dlSfiarGR.. to d�at�►,cG to j?00u (00 , S10pa �-aa dis+anca t a .. Trope✓�( i lc�t- (-2Cj -oo S a re Date