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HomeMy WebLinkAboutBLD99-00399 Cancelled SFR and Deck - BLD Permit / Conditions - 11/8/2001 MASON COUNTY Mason County Bldg. 111 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 Ili I I_ D I N C-74 P E, F-1 m I T FOR INSPECTIONS CALL 427--9670 BETWEEN 5pm AND Roam 427-7262 B1.099-0399 PAPCEL .222335200051 PtAf :"API-0 1)1 V 81-K - L OT ,JOB ADDRESSs 2601 E MASON LAKE DR F GRAPEVIEW PERMIT OWNER ,,, JIM PAII-MER 253-927-2831 NULL & VOID BY EXPIRATION CONTRACTOR LEGAL - NAPIWaS SUMSHORE AD0 .16 TR 51 DATE BY F73�_ CLASS OF WORK . :NEW BEDR , 3 BATH : 3 iTYPE AROVIlf B, DATE RECEIPT TYPE AMOUNT Bf HATE k C IF 17P T TYPE OF USE . . . . :SF STORIES . . ._ _ :2 OCCUP . GROUP . . . ;R3 BLDG , HEIGHT , . - 0 Oft IN.KK t 6$7 1 KW 05,11t99 50256 JADJ i 29.25 KS 0608/99 50662 PE OF CONST _ :5N FIREPLACES . , . . : 0 ISHII I 70.Ot KS 0611810 50662 INCH 1 55,25 KS #608199 50662 "1110*ycC0P . LOAD 0 VVOODSTOVES ­ . � 0 'IPRVT 1 1072.25 KS 06118199 50662 INCRi 1 22.00 Ks I6/18199 50862 DWELL ,UNII'S . . . . t 0 PARKING SPACESt 0 IPI.W $ 108.00 XF 96 118 199 50662 kdditlooal fees not shown Oere. , — . 1 INSPECTION AREAt 2 311ORE L I NE 7 . Inc Y t 20:00 VS 06 18199 50862 J10TAh 2990.96 VAL(ItAlIONi 136628 SETBACKS- T0IL.ETSr _ _ . 3 FUEL B0It_ERS/COMP-----­- MOBILE HOME -- FRONT . . .E 160 .Oft BATH BASINS . . . . . . 3 - /EL,C/ 0­3 HP � t 0 REAR . _W 40 ,Oft BATH TUBS . . . 1 3-15 HP , - 0 MODEL : SIDE ( l ) N 7 .off t SHOWERS 2 FURN < 100K BTU : 0 15-30 tip . - 0 --MAKE- SIDE (2) .S 15 ,Oft WATER HEAI*FRS . . . , : I FURN --100K 13171.11 0 30-50 HP . : 0 SVIRL I NE W 40 ,Oft CL.OTHFS WASHERS . 1 FtIRN - FLOOR _ : 1 50+ tip . : 0 -Y E A 1`1 AREA KITCHEN SINKS . I HEAT PUMP . . , . . . I I-OT SIZE . . , FLOOR DRAINS . . . . . t 0 VENT SY STEMS . . . t 0 EVAP COOLERS 0 LENGTH : 0 BUII-DING . _ 2028qf DRINKING FOUNT . . : 0 VENT FANS , _ — t 5 HOOD S — . . . . ; 0 VVIDTH . s 0 BASEMFNT . . . - 11034.3f LAUNDRY TRAYS . . , , c 0 DOMES . INCIN :O DECKS . . . . . . s Oqf DISHWASHERS . . . . . . i i AIR HANDLING (JNITS --- COMML . fNCIN :0 GAR/CARP :G '720sf GARB DISPOSAI.S . . . ; 0 <- 10000 cfm , t 0 REI..00/REPAIRt 0 AT/DT . vA URINAI.-S . . . . . . . . . . .. 0 > 10000 cfft) : : 0 OTHER UNITS . ; 0 MISC PLM FIXTURESt 2 GAS OUTLETS . : 0 AND DECK PROJECT SHELF04 HWY 3 NORTH TO MASON BENSON RD I_FFT TO NASON I,AQ DR f AIGH1 10 tOf JUST PAST DON AND ARLINE !ONES tOOK FOR 8111F AND IA'IH VAIKEP PAILIEP THIS PERMIT BECOMES NULL AN WORII. OR CONSTRUCTION AUTHORI?f0 is NOT CONVENCED WITHIN 180 DAYS, OR if CONSTRUC11011 OR WORK IS SUSPENDED FOR A PtRIO0 I OF 18# DAYS AT ANY TIME AflIK"WOR , .8 CONVENCED, EVIDENCE OF CONTINUATION Of WORK 18 A PROGRESS INSPECTION WITHIN TMf 189 DAY PE1169, FINAI INSPECTION MUST 91 APPROVED BEFORE 8911,919 RCS OPiFI). OWNER. OR AGENT! DATfj 81.11 -PRof rOMPIIANCE TO ATTACIIFD C[INDITInMS I RFOIJ I RED CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floor; Final date , by date by date by FRAMING Walls FIRE DEFT. date by date I I S' by 1 date by PLUMBING OTHER Groundwork Attic l/a..I t-c 4.�s-- date date //—S^71 by f- D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by mac- 1'►m,-.5 e-- JJ' c-/'Z olc S J_- � l C'L.✓,y T�. � L.,B�w� . ✓ � h I,} LJ a c. ce r+Z> �..> ti d . -• C //7L� .l�C. fri.ee"c NZ: - 91 a te 4_k-e- ® (G"5 4 L--e— t z / I 12- L3 ZY 1& i 7 20 t nO cc—" n y n G c.., Pi• .rat?/ ,:, . 4 ifs ...i D✓ Page No. 1 CASE HISTORY FOR CASE NO.: BLD99-0399 JIM PALMER E2601 MASON LAKE DR E GRAPEVIEW 07/02/99 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- --- BLDA010 Application received 05/13/99 / / 05/17/99 DONE KW 05/17/99 KW BLDA100 Approved For Issuance / / / / 06/14/99 DONE KS 06/18/99 KS BLDA500 (F) Issue building permit / / / / 06/18/99 DONE KS 06/18/99 KS BLDB110 Building Plan Review OS/17/99 / / 06/14/99 hold engineering did not address 3x DONE WLC 06/17/99 DLC studs at abutting panel edges on all shear walls over 350plf and under 600plf. Faxed to engineer will be back from vaction at end of week. sent file to energy for review. BLDB120 WSEC Compliance Review 06/17/99 / / 06/18/99 HP, 23% GLAZING DONE DC 06/18/99 DLC BLDB130 Planning Review 05/19/99 / / 05/27/99 GMA approved 5/26/99. Setback approved DONE SLF 05/27/99 SLF by neighbors building permit. BLDB134 RLC Review / / / / 05/27/99 N/A SLF O5/27/99 SLF BLDB135 Addressing 05/17/99 / / 05/18/99 DONE GMM 05/19/99 GMM BLDB138 Planning Pre-Review 05/18/99 / / 05/19/99 DONE MMS O5/19/99 MMS BLDB200 Environmental Health Review 05/17/99 / / 05/18/99 DONE CEB O5/19/99 TW BLDB210 Water Adequacy 05/17/99 / / 05/18/99 DONE CEB O5/19/99 TW BLDC110 Footing inspection 06/23/99 06/23/99 06/23/99 1. APPLY FOR RETAINING WALL, WALL IS TO FAIL LW 06/25/99 KW BE OVER 4' AND BETWEEN THE WATER AND HOUSE. 2. RESUBMIT ALL CHANGES, THE UTILITY ROOM AND BATHROOM ARE BEING MOVED, NO FOOTINGS WERE IN PLACE FOR THE NEW LOCATION, THE OLD AREA ALSO DOES NOT HAVE ANY FOOTINGS IT APPEARS THE GL BEAM IN THIS AREA IS NOW GOING TO BE LONGER, THE BEAM SIZE AND FOOTING SIZE WILL NEED TO BE CHECKED. THE EXTERIOR FOOTING SIZE WAS CHANGED FROM THE PLANS. THE FOOTING FOR THE STAIRS WAS NOT IN. BLDC115 Foundation wall inspection 06/28/99 06/28/99 06/28/99 NOT READY FOR INSPECTION FAIL LW 06/29/99 KW LA ir\ rc Jr-0 l A- A�( pp 1� c� Building Permit # MASON COUNTY � BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 t (360) 427-9670 ORRECTION NOTICE Job Location 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 code compliance_J ` (at 'ice \ ' Y G_� L � l- � r / �.C c✓C:�i 6�,. .__r O'�_> � r, , . l d � Pcr✓. 4. 5 ��^•� ham... � OvY' r� /.-...z c, c.� ri-L �•-.t ec- �' r IR- I -'V%LAI^ , /, n e- -tle a_ u i 1 I L'- r- .:i ,1 L✓1 fl �rJ s r.� k t v 2:./ '—J C/ f Ak G• G, 11^04 Ilej t--, C<'• t" + You are hereby n tified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK 7'0 ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ OK to ❑ This is not a complete inspection Department Date Inspector ■ so4 F4 VT Mo *V THI , TAL Building Permit # MASON COUNTY BUILDING 1.11426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location 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 code compliance ;-16ar o.,. 1,� j c- fr-'e- k&-- e eQ da e-j too-yc- '5 "a fi-, car+^ -6 i�o ,'.. w-c cJ ere < < c•J /L de e &2 can f- G /,. e ¢ 7 I.� n0 ♦'c•c.._•� ,s♦d� c�.1' c._.� 'fb �+ ��i...r'N '.�t J--t- a� �/t Lc t� f� d 1-7, c ,'a ,• G- , c e , �In,' i r' c.r c.♦- �/ c✓ '., � � 1-.� ri C 4J �}'h !.�� n T �• b� e plc C k� f Gc' cy— . G (J I/ S no +1--� You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK �o�cr �w is ei6 t sho�;� fL•� lam-s� >�c s� L,�, ,t— Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspectio ❑ OK to ZEY114> 5t-n roar^ ❑ This is not a complete inspection Department .2?/GDy > Inspector / Ji�.�ov� nev � 7 d ��..� NOG/ 74cI_ /"•n yIcS1 moos NUT ► ■- MK OV T F149ft Tm ,u MASON COUNTY Mason County Bldg. 111 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 pro v is ! (517, 1 � Fir fbnore I I ri managellien I U I V. 0; fA -i k Z�1! 1 Ma uer Progr a ni,e N A I I approved e proved p I ant-, are requ I red to I,(- oti, ite for, iris F ection purposes . If inspection is ca led for and plans are not on site, Approval WI L. NOT be granted . In addition, a Re-- inspection fee In the amotint of $42 .00 per hour (minim4im 1 hour ) will be charged and must be co I I eoted,,-b,y t", d.s department prior to any further inspeotions being performed or approval C�i r a 1`1 t e�r. 4- X ��M 81' PURSUANT TO 1997 ORM 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 DEPARTMENT REQUIRES THAT ► THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS . A REINSPECTION FEE , BASED ON RATEE-7, AS ADOPTED 13-Y- THE JURISDICTION AND THE 1997 UNIFORM BUILDING CODE WILL. BE ASSESSED IF OWNER!06NtRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS . X 9) The correctio II s t , alon with the Energy Compliance Worksheet (when applicable ) lu Part of the plans and mush remain attached thereto . It Is the responsibility of the a�pllcant to make corrections Indicated on the glans from the correction lists . Once the plans are marked APPROVED, they may not be o anged or altered without authorization from the Building Offloial . The permit holder Is reponsible to retain the complete approved set of plans on site for the duration of the project . Failfire to comply will result In failure of required building Inspection--- . Every ermit shnil expire by limitation and become null and void If the building or worT al,ithorized by such permits Is not commenced within 180 days from the da�� of u o e sance, r If then building or work , "T authorized by such periolts is suspended or d at any time after the work Is commenced for a period of 180 days . X­­ Iwe 10) The approved plot plary is required to be on-si . -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 I hour ) will be charged and must bo rMINIected by this department prior to any further Inspections being performed or &pp alva .,granted . MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 11 ) Any cha gg+ s i ')construction shah be reviewed b en, inear of record and submitted in writing( ei Mason County Building Department pr�or to oonstruction , X it 12 ) ALL CONSTRVPT MUST MEET OR EXCEED ALL, LOCAi. CODES AND UBC REQUIREMENTS AND OCCUPANCY IS LiMI .TE TO THE PERMITTED AND APPROVED CLASSIFICATION . ANY CHANGE OF USE Or, OCCUPANCY WOULD RE tY IN PERMIT REVOCATION . CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE , x 13 ) Changes to approved building plans that effect compiiangle to fAe 1991 Washington State Energy Code. 1991 Ventilation and Indoor Air Quality Code, the Uniform taui1dinc� Code andlor Mason Count R o s must be approver! by Mason Coutrty prior to construction 14 ) CONSTRUCTION PROCESS TO BE FIELD CORRECTED IRED PER MASON COUNTY BUILDING DEPARTMENT AND UNIFORM BUILDING CODE . x_� t Case No . , BLD99- 0399 i I 1 a F � s Jun-29-99 10 : 19A Canada 604 .943 . 2092 USA 360-945-1673 P .02 r PINNER ENGINEERING 5070 PACIFIC HWY. FERNDALE,WA 98248 June 29, 1999 To: Mr. Warren Colvin a A. PIN Plan Examiner p`�` AS Building Department Mason County From: Tecla Levy Pinner Engineering TF- �� Fc F Ca 5070 Pacific Highway SS�otvA�' Femdale,WA 98248 ExP,gEs 2-13-2000 Re: Palmer Residence J U N 1 J 1899 Dear Mr. Colvin, Attached are the engineering calculations for the beam, column and footing. "These replace the bearing «call at the laundry/utility area. The plan shows 30" x 8" continuous footing at the prow wall. This was a drafting error. The 18" x 8" continuous footing is adequate. Yours truly, Tecla Levy Project Engineer Jun-29-99 10 : 20A Canada 604 . 943 . 2092 USA 360-945- 1673 P . O3 Square Footina Design 197 UBC f91 NDS)1 StruCalc 4.06 `3 Bv:Tecla Levy,Pinner Engineering on:06-29-1999 Proiect:PALMER-R-Location:Footing to support column @ laundfutility Summary: Size:2.0 w4e,: COn4i/u.t-G'G,i �cil ade� . , x 2.4 FT x 10.00 iN Reinforcement:#4 BARS @ 9.00 iN O.C.EIW Or(3)#4 BARS 6'W Footing Loads: Live Load: PL= 3180 LS Dead Load: PD= 1280 LB Total Load: PT= 446D LB Ultimate factored load: Pu= 7198 LB Footing Prooerties: Allowable soil bearina pressure: Os= 1500 PSF Effective soil bearing oressure: Qe= 1375 PSF Concrete comoressive strength: F'c= 2500 PSI Reinforcing steel vield strength: Fv= 40000 PSI Concrete reinforcement cover: c= 3.00 IN Selected Size: Lenoth: L= 2.0 FT Width- W= 2.0 FT Area: A= 4.0 SF Ultimate bearing pressure: Qu= 1800 PSF Column Base Dimensions: Lenoth: 1= 6.00 IN Width: w= 6.00 IN Footing Size Selection: Reouired footing area: Area= 3.24 SF Minimum footing size reauired: Lreq= 1.8 FT Footing depth based on shear stresses: Selected foolina depth: C= 10.00 IN Effective steel deotn: d= 6.25 IN Punching Stress Calculations: Critical perimeter: Bo= 49.00 IN Punchino shear: Vu1= 5323 LB Punchina shear stress: vul= 20 PSI Allowable ounchma shear stress: vc1= 200 PSI Beam shear stress calculations.- Beam shear: Vu2= 825 LB Beam shear stress: vu2= 6 PSI Allowable beam shear stress: vc2= 100 PSI Bending Requirements: Factored moment: Mu= 12147 IN-LB Concrete comoressive block depth: a= 0.04 IN Minimum Steel Requirements: Steel reouired based on moment: Asi1)= 0.03 IN2/FT Minimum code reauired reinforcement As(2)= 0.24 IN2/FT Contrcllina reinforcing steel As recd= 0.24 IN2/FT Selected reinforcement: 44 BARS @ 9 00 IN,O.C. As= 0.26 IN2/FT Jun-29-99 1O : 2OA Canada 604 . 943 . 2092 USA 360-945- 1673 P ..O4 Uniformly Loaded Floor Beamf 97 UBC(91 NOS)1 StruCalc 4.06 1 Project:PALMER-R-Location: Beam over Laundry/Utility room By:Tecia Levy,Pinner Engineering on:06-29-1999 Summary: 3.00 IN x 12.00 IN x 10.6 FT /20E-V4-VISUALLY GRADED WESTERN SPS-Dry Use Deflections:Section Adequate By:2.5% Controlling Factor:Section Modulus/Depth Required 11.851n Dead Load: DLD= 0.10 IN Live Load: LLD 0.25 IN=L1516 Total Load: TLD= 0.34 IN=L1371 Reactions(Each End): Live Loao: RL= 3180 LB Dead Load: RD= 1239 LB Total Load: RT:= 4419 LS Bearino Lenoth Reqd.: BL= 2.50 IN Beam Data:Camber Regd.: C= 0.14 IN Soan: L= 10.6 FT Maximum Unbraced Soan: Lu= 0.0 FT Live Load Deflect.Criteria: L/ 360 Total Load Deflect.Criteria: L! 240 Camber Adjustment Factor: CAF= 1.5 X OLD Floor Loadina: Floor Dead Load: DL= 15 PSF Side One:Floor Live Load: LL1= 40 PSF Tributary Load Soan(Side One): TW1= $0 FT Side Two:Floor Live Load: LL2= 40 PSF Tributary Load Soan(Side Two): TW2= 7.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load. LLave= 40 PSF Beam Loadina: Beam Total Live Load: wL= 600 PLF Beam Self Weiaht: BSW= 9 PLF Beam Total Dead Load: wD= 234 PLF Total Maximum Load: wT= 834 PLF Controllina Total Design Load: wTcont= 834 PLF Properties For:20E-V4-VISUALLY GRADED WESTERN SPS Bendina Stress: Fb= 2000 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1600000 PSI Stress Perpendicular to Grain: Fc Ev= 1600000 PSI _perp= 590 PSI Adjusted Prooerties: Fb'(Tension): Fb'= 2000 PSI Adjustment Factors:Cd=1.00 Fv': Fv'= 190 PSI ' Adiustment Factors:Cd=1.00 Design Reouirements: Maximum Moment: M= 11710 FT-LB Shear((@ d from beam end): V= 3585 LB Comparisons With Required Sections: Section Modulus: Sreo= 70.3 IN3 S= 72.0 IN3 Area: Area= 28.4 IN2 A= 36.0 IN2 Moment of Inertia: Ireo= 301.5 IN4 1= 432.0 IN4 I� Jun-29-99 1O : 2OA Canada 604 . 943 . 2092 USA 360-945- 1673 P - 05 I Columnf 97 UBC 1`91 NDS)1 StruCalc 4.06 Bv:Tecla Levv,Pinner Engineering on:06-29-1999 Proiect:PALMER-R-Location:Column to support beam over laundlutility room Summary: (2)1.50 x 5.50 x 9.0 FT Stud-SPRUCE-PINE-FIR-Dry Use Section Adequate Bv:10.0% 'Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Base Reactions: Live: RL= 3180 LB Dead: RD= 1280 LB Total: RT= 4460 LB Axial Loads: Live Loads: PL= 3180 LB Dead Loads: PD= 1239 LB Total Loads: PT= 4419 LB Column Data: Length; L= 9.0 FT Column End Condition: Ke= 1.0 Maximum Unbraced Lenoth(X Axis): Lx= 9.0 FT Maximum Unbraced Length(Y Axis): Lv= 0.0 FT Eccentdcitv(X Axis): ex= 1.00 IN Eccentricity(Y Axis): ey= 0.00 IN Column Design Stresses: Comoressive Stress: Fc= 675 PSI Modulus of Elasticity: E= 1200000 PSI Bendino Stress(X Axis): Fbx= 675 PSI Bendina Stress(Y Axis). Fby= 675 PSI Adjusted Properties: Fbx': Fbx'= 675 PSI Adjustment Factors Cd=1.00 CH O Fby': Fby'= 776 PSI Adiustment Factors:Cd=1.00 Cf=1.00 Cfu=1.15 Fc'(parallel): Fc'—parl= 533 PSI Adiustment Factors:Cd=1.00 Cp=0.79 Critical Buckling Design Value: Fbe= 8600728000 PSI Controllina Direction: (X Axis) Compressive Stress: fc= 268 PSI Allowable Compressive Stress: Fc'= 533 PSI Column Properties: Column Section(X Axis): dx= 5.50 IN Column Section(Y Axis): dv= 3.00 IN Area: A= 16.50 IN2 Section Modulus(X Axis): Sx= 15.1 IN3 Section Modulus(Y Axis): Sv= 8.3 IN3 Length Depth Ratio: Lexrcx= 19.6 Leyicy= .0 Column Bendina Calcuiations: Eccentdcitv Moment(X Axis): Mx= 4419 IN-LBS Eccentricity Moment iY Axis): My= 0 IN-LBS Bendino Stress(X Axis): fbx= 292 PSI Bendino Stress(Y Axis): fbv= 0 PSI Allowable Bendino Stress(X Axis): Fbx= 675 PSI Allowable Bendina Stress(Y Axis): Fbv= 776 PSI Combined Stress Factor CSF= 0.90 I J Show following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topogr;iphy Septic Systems Proposed Improvements Name of Flanking Street Name of Fronting Street in relation to plot plan APPLICANT TO DRAW SITE PLAN BELOW 4. APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW — — -- -------- -- --- - - 7f7 r C � J ✓�-'�-ev 55 ' r SHEARWALL SCHEDULE SHEATHING NAILING SCHEDULE STRAPS OR ANCHOR BOLT SILL PLATE ATTACHMENT OR END POSTS STUDS HOLDOWNS BOT.PLATE TO FLR.FRAMING SPACING SW1a 12"APA rated sheathing 8d nails @ 4"o.c.edges MST48 9 16d @ 4"o.c. 2-2x8 studs 16"o.c. on one side 12"o.c.field SW1b- 12"APA rated sheathing 8d nails @ 4"o.c.edges FTA7 SSTB34 16d @ 4"o.c. 3-2x6 studs 16"o.c. main fir. on both sides 12"o.c.field Min.embed.28" SW1b- 12"APA rated sheathing 8d nails Q 4"o.c.edges HD8A SSTB34 1/7'dia.anchor bolt @ 16"o.c. 3-24 studs 16"o.c. basement on both sides 12"o.c.field Min.embed.28" 2 bolts min.per panel SW2 1/'APA rated sheathing 8d nails(g 3"o c edges STHD14 12"dia.anchor bolt Q 24"o.c. 2-2x6 studs 16"o.c. on one side 12"o c.field 2 bolts min.per panel Notes: 1.All straps and holdowns shall conform to Simpson Strong-tie Connectors'requirements. For SSTB anchor bolts minimun edge distance is 5"from the corner.See Simson catalog for installation details. 2.Provide blockings in all shear walls. 3.Proper size nut and washer to be installed on each bolt. Wx3/16 steel plate washer to be installed on each bolt. 4.Fasten trusses/rafters to exterior shearwalls with Simpson H10. 5.Roof Diaphragm: 12"APA rated sheathing with 8d nails @ 6"o.c.edge distance and 17'o.c.field distance. Blocking required between trusses/rafters at wall/header locations. 6.Floor Diaphragm: 19/32"T&G APA rated sheathing glue-nailed to floor joists with 10d nails @ 6"o.c.edge distance and 12"o.c.field distance. Blocking required between joists beneath bearing wall locations. 7.All other exterior walls: 117'APA rated sheathing with 8d nails(al 8"o.c.edge distance and 12"c.c.field distance.AnchorBoplts 48"o.c. 8.Header to run full length of all exterior shearwalls under 3'in length.Nail sheathing to header @ 3"o.c.,edges&field. D&-AR MP, P I N N tL V- P.E. • Du21lJ PLAN (tE VrtL&J -r NOT-ICe1� Tfil4T RLL De51GNtD 5KtAr2 L►aAC-LS EKCCCD 3Sp PLF fur R2t C-t'S$ -THAN (000 PL•F• = N0T1 C (z- TKt 2tD uc T-16 ry F Sf LL ifGArer-S RND IS0Lt- SPFICIu G t3uT 5/9w tid NOTE,` Til�T s /fOw 14F3r,1ltrN4. P NFL S JZ%L VING, C:D GE NAIL/A/ G �t2 Tp6l_b 2-3 — l(-1 �pTIUOT� 3 1917 U 6 C- V O L— 2 P L to S e (3'f`C5 "M S fltr w ctr n•ro f l A iV C W - PLtAs6 FEtL F(REe- Ta 0(2- FA BAt w "' /v6Tt5 I47- �3(,0) Y 7- 7798 9--r'r-IV '.c'14R2C/V . fiHAN Y 0 H �6z 1, PALnnV-- 2 2t S �pc ►�1 � (= L-0CAT lON '• /viA SON LA K� L c N CA)00 H O AA LLt (-n1T 5 NOTE: ALL %1EASURMENTS ARE COTE: . _E CLEARING IS CP.ITICAL. FROM EXISTING CORNERS OR T:SEABILITY OF DESIGNATED DRU.N' FIELD ARKA MARKERS AS INDICATED BY (-"t+N BE DESTROYED BY DIGGING 0t'T STt'KD'S, OTHERS. LOCATION OF SYSTEM: ON THr .USE .OF. r, HRITSI? RAKE. COMPACTION OR WELL IS NOT A S1 RM. . OR F.Sa:CYAL OF TOP' SGIL XUST BE AVOIDED. DFZ'IA 101N F'ROV �Li'I'R0�`ED C:Li.4FI:Nk PRACTICES ' .;, t•CIr . . NOTE: THERE ARE NO �:-�;_r WITHIN. 100' OF PROPERTY' l:li)z: LINES, TIIEP.E ARE 'NIO uTTrILN 100 OF D 1 U%-I 2\7 IFELD. I I I 10 0 0 GAI. P 171,7p TANK �C2J 282.9' r_ ` I I 6 G d j 30 Neal' + . Oooti � �J' �/r•o 7 � � I M �p 0 I I 1 1 I;I I I � y l 0 �� , ► - LJ UL Ut u I I I _ 1 30?.64' NOTE: ?.�: TAN]': V.ti A-Ir BOX 'IRF, / 1 I REQtD TO 1:EET (SEE DETAIL) - _ _ _ I 1 W-AC246-272-09501(1) AP-POI-ED 1 T�.I EJ ��' ' 7 1 MITIGATIOI; �= 1) WATERPROOF SURFACE BARRIER CONS"I'ISTAN WITH' VJGI VAL OF ' . CONCRETE PRACTICE ACI::15.1R, �,�D I r L�.:✓'j ���j��%�i x_ ,y.. FIM:IBL:E ASTI-F-C-1173 USED POP I1�LET AND Ot I.E'T C:OIvECTIONS � I BET�'EEI� TAI�I•�. P.O. Box 1789 Bob Pt+rvse, Sro Ir`\ 21 CONCRETE T.L\" LIL1K TESTED Shelton, Va. 8584 (360)-427-542„ C:ONSIST.P0 T- TTH ASTb-C:-122?. - TEST HOLES 3) ACCESS OPE:-RNC, AT OR A130�-V' I CUSTOIER:JIM SANDY PALTER; PARCEL �:22233-52-00051 -� N TISH GRADE 1?TH. SEGI'RPL i?D{ TO PRL EI-i U!AAUTIIORIZED EATeY. SCALE. t` = 30"' CUS'T DATE:4 '22./97 j PI101\7E: LEGAL: PERMIT NO.: BLD�. �J C./3 77 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 INFO TION CONTRACTOR INFORMATION Owner rcal Contractor Name k Mv n Co 'fi�uC Ort Mailin Add 33So4- -7 Mailing Address 00 IN o Cityt—Wc-,Ll State L4,pt Zip Code 9'g©z3 City Ske 14-vr-, Statetu Zip Code -f Phone(ZS3 ) 9Z'7 -Z930ther Ph.L___) Ph. 2 G 6,71(p they P In.(3&c) ) U o Lien/Title Holder Contractor Reg. # YY1 S?'EC :K U 2-2]1 L Address Expiration 1 0-7 / 0 0 SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System Well \Z- Water System Name of Water System PARCEL INFORMATION-12 digit Tax Parcel No. Z-Z Z3 / i;;- --z / U Fire District" Legal Description L Site Add ress(Plea de street name, street number and city) F? 3,6>/ LK R t Directions to site Will timber be cut and sold in parcel preparation? (Yes/No) �" Is your property within 200' of the following: Body of Water (Name) /'V)A-50, q icE'_ Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB New Add Alt Repair Other Use of Building Describe Work yf� ��es ire,,rR. No. of Bedrooms No. of Bathrooms_SQUARE FOOTAGE-1st Floor /y/ 3 2nd Floor 3rd Floor Loft Basement !, 20 Deck_-4�'?--?Other sq. ft. Garage Attached Detached Carport Attached Detached MOBILE HOME INFORMATION-Make Model Model Year Length Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price $ 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 reguI ti 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 conf mance therewith. No changes shall be made without approval. first obtai appr al. X Date X Date 3 FOR OFFICIAL USE BEYOND THIS POI Accepted by } Date J Submittal Amount Due Receipt No DEPARTMENTAL R VIEW APPROVED OENIED CONDITION CODES Building Department t4 L ST'• ON • Occ Grou R- Type Constr.Sl`) 4-14�SS Planning Department Environmental Health Department Public Works Department I Fire Marshal zoz a Rr 3 Valuation $ (3 4� L zg �-o (A-$ tl O$ - $�►►ttNT � FEES Building Permit Fee p7Z 2f Site Inspection Plan Review Fee P 2 z S UFC Plan Review Fee Plumbing & Base Fee O g+ 7 o c ('L`a Public Works Review Fee Mechanical & Base Fee .L. 7 -77.zS Other Wood/Gas/Pellet Stove Fee 41, CO Other sT, y,so Violation Fee Pre-Paid at Submittal ob -7 ) TO L EES PERMIT NO.: MASON COUNTY PLUMBING/MECHANICAL PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton(3§J0427-9670 Belfair(360)275-4467 Elma(360)482-5269 Seattle(206)464-6968 APPLICANT INFORMATION CONTRACTOR INFORMATION Owner Contractor Name Mailing Addresp scz-b& ­,,-6 Mailing Address w-73no C!Ipgra4fitik, 9d City .a,y State t Zip tode f2 X a 7- City�in,e-/-t I- State(Z44-" Zip Code9WS��Y_ PhoneP rT, 97-'7-'2-]WtherPh.(____) P h.(­tA t- ) , -,'66>Xf0 they Ph.(36,o )- Lien[Title Holder Contractor Reg. # bv� r-T-E-C �Q 2 Address Expiration It ID--O— SEPTIC INFORMATION-Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION-12 di it Tax Parcel No. 3- 2-J 00 0-57- Fire District Legal Description -0-"- it (0, Z,-,) f—S- 6A AW 3 sz4 M '.1 3T0.e- Site Address(Please include street name, street number and city). Z-7 Directions to site Is your property within 200' of the following: Body of Water(Name) A SO&-A Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs (TYPE OF JOB New Add—Alt Repair_Other Use of Building ei,(--e Location of Fixtures/Units 1st Floor 2nd Floor —Basement Garage Closet PLUMBING FIXTURES(Show Number of each) MECHANICAL UNITS Fuel Type: Electric—L-f"' Type of Fixture No. of Fixtures Fees LPG Natural Gas. Heatpump Toilets —3 11 Type of Unit No. of Units Fees Bath Basins —3 Furnace 1 IT--E�y Bath Tubs I Heatpumps 1 q S7C> Showers Z 14 Vent Fans S ��72�-s Water Heater 1 Propane Tank Laundry Wsher 11 Gas Outlets Sinks -z_ k Wood/Gas/Pellet Stove Dishwasher I Direct Vent? Other��(b -A, Other Other— 1,1516.co Other Base Fee CL> Base Fee TOTAL PLUMBING 12 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-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 shallbedon0ni regulating he rk for which this permit is issued and all work t" conformance therewith. No changes shall be made without first obtaining nfo, lotherewith. No changes shall be made without approval. first obtat6djpppr ,a X Date X Date A FOR OFFICIAL USE BEYOND THIS POINT Accepted by —Date Submittal Amount Due Receipt No. APPROVED DENIED. ------------------------- AiCCODE ------------------ Building Department Occ Group Type Constr. Planning Department Other Other fFES Permit Fee Site Inspection Plan Review Fee UFC Plan Review Fee Plumbing lumbing&Base Fee Other Mechanical echanical&Base Fee Other Wood/Gas/Pellet Stove Fee Pre-Paid at Submittal Violation Fee TOTAL FEES