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HomeMy WebLinkAboutBLD2000-01099 Final Garage - BLD Permit / Conditions - 4/16/2001 Inspection Line MASON COUNTY PERMIT ASSISTANCE CENTER Phone: (360)427-9670, ext. 352 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 t0Shelton, WA 98584 -0; RESIDENTIAL BUILDING PERMIT BLD2000-01099 OWNER: DAVID SPANDL 372-2766 CONTRACTOR: RECEIVED: 08/28/2000 ISSUED: 10/04/2000 SITE ADDRESS: 276 NE TEE LAKE RD TAHUYA PARCEL NUMBER: 322027590044 EXPIRES: 04/04/2001 LEGAL DESCRIPTION: TR D-4 OF SP #2374 SEE SURV 3/6 PROJECT DESCRIPTION: DIRECTIONS TO SITE: garage FROM N SHORE RD R ON BELFAIR TAHUYA RD, R, ON DEWATTO RD,, R ON TEE LAKE RD, RI INTO TEE LAKE PINES General Information Construction & Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: 5n Type of Use: SF Insp. Area: No. of Bathrooms: Occ. Group: u1 Lot Size: Deck: Type of Work: ACC Fire Dist.: 3 No. of Stories: 1 Occ. Load: Building: Carport-Detached 1,080 Valuation: $20,434 Building Height: 20 Occ. Status: Seasonal Basement: Manufactured Home Information Setback Information Shoreline & Planning Information Make Length: Ft. Front: N 232.0 Ft. Shoreline: Ft. Water Body: Rear: S 5.0 Ft. Slope: Ft. SEPA?: Model: Width: Ft. Side 1: E 185.0 Ft. Shoreline Desig., Year: Serial No.: Side 2: W 5.0 Ft. Comp. Plan Desi .: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee KLW 08/28/200 $121.71 1981 EH Plan Review CEW 08/29/200 $25.00 BELFAI Planning Review Fee AHB 09/18/200 $38.00 BELFAI Building State Fee DLC 09/28/200 $4.50 BELFAI Adjust Plan Check Fee DLC 09/28/200 $73.13 BELFAI Building Permit Fee DLC 09/28/200 $299.75 BELFAI Total $562.09 BLD2000-01099 Please refer to the following pages for conditions of this permit. 1 of 3 CASE NOTES FOR BLD2000-01099 CONDITIONS FOR BLD2000-01099 1) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. X 2) This application is s t Buffer and Landscaping requirements as established under Mason County Ordinance 1.03.036.X 3) The use, handling and storage of hazardous flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. X 4) 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 pfaor 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 4a.located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work whic our project. X 5) Approved per dimensions and setbacks on submitted site plan. X 6) Proposed structure or any portion thereof greater than 30" in height from t maintain a minimum of 5' setback from all property lines, easements and 10' from all County and State Road right of ways. X 7) Proposed structure or portions thereof with er 30" in height from grade line, must maintain a 5' separation distance between adjacent structures and that furthest projection. v 8) All upland areas disturbed or newl y nstruction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). 9) All approved plans are required to be on-site for inspection purposes. If inspection is called for rand 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 i odf/ be charged and must be collected by this department prior to any further inspections being performed or approval granted. X BLD2000-01099 Please refer to the following pages for conditions of this permit. 2 of 3 RS OR ADDRESSES PROVIDED IN SUCH A ,FORM BUI LDING CODE, ALL SITES MUST HAVE APPROVED'NUMBNG THE PROPERTY. MASON COUNTY BUILDING ae PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD SITE WILL INSPECTIONS.ASSESSED IF OECTION EE, A SED ' EQUIRES THAT THRO IS BE COMPLETED PRIOR TO CALLING FON AND THE 1997 UNIFORM LD NG CODE A REINSPECTION FEE, BASED TOR ( R ^,ES AS ADOPTED BY THE JURISDICTIO S ON SITE PRIOR TO REQUESTING INSPECT IONS. ,,,;,1LS TO POST ADD 0000010 X - 11) THIS STRUCTURE IS CONSIDERED UNHEATED. AT SUCH TIME THIS CONDITION CHANGES, A HA E F USE PERMIT AND A MECHANICAL PERMIT SHALL BE APPLIED FOR AND APPROVED PRIOR TO THE CHANGE. ton site, Approval WILL NOT be 12) The approved plot plan is required to be on-site for inspection purposes. If inspection is ca d for and plot plan is no ur will be charged and must be collected by this department granted. In addition, a Re-Inspection fee in the amount of �an0teder X ur(minimum, ) prior to any further inspections being performed or approval g This structure is limited to U-1 use only (private garages, carports, sheds, and agricultural buildin use will be in violation 13) No Occupancy. roved. of the Uniform Building Code and Mason County Regulations unless a "Change of Use" permit is approved. OCCUPANCY IS LIMITED TO THE ENTS AND -UIR 14 ALL CONSTRUCTION MUST MEET OR EXCEED AANYOCHANGE CAL CODES AND UB CCQUPANCnY WOULD RESULT IN PERMIT REVOCATION. PERMITTED AND APPROVED CLASSIFICATION CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE. OF 15) Proposed structure or portions thereo f with an o' 30" in height from grade line, must maintain a 5' separation distance between adjacent structures and that furthest projection. Code, tans that effect compliance to the 1991 Washington State Energy Code, 1991 Ventilation and In Y 1 g) Changes to approved building p y roved b Mason County prior to constructionX the Uniform Building Code and/or Mason Count Regulations must be app Y COUNTY BUILDING DEPARTMENT AND UNIFORM 17) CONSTRUCTION PRO 7, FIELD CORRECTED AS REQUIRED PER MASON BUILDING CODE 1 g) All property lines shall be clearly identified at the time of foundation inspectiofY authorized is not commenced within 1 This permit becomes null an 80 days, or if construction or work is suspended for a period d void if work or construction a ress ins ection within the 180 day period. Final inspection of 180 days at any time after work is commenced. Evidence of continuation of work is a prog P must be approved before building can b occupi ,,:'/ E DATE OWNER OR AGE ✓l Please refer to the following pages for conditions of this permit. 3 of 3 BLD2000-01099 C CRC E�E MECHANICAL MOBILE HOME Footings-Setback date by Ribbons da•-e jv`'� ��� by Gas Piping date b Foundation Walls - Set U date b P date B Insulation by INSULATION date by BG/SLAFloors Final date by date by date by FFtiAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date /� �v,/ by date by G- ZDo l iiv�L gsSE�o O I ro r F/Q6�JT J3Ac.X ,FAKE LJNC E-AvF-- 1-4,0-- 4IT' 2Z. i In Lf_ F7- SlOF AIGW7- 5)Z)r. AAIA'us .ww rXDCA2, T 31 '1 fi �181 FORM MUST BE COMPLETED IN INK PLEASE PRESS HARD MASON COUNTY PROJECT SITE INFORMATION Case No. Name PA V/TD S '�� PARCEL NUMBER Date &Win._©C> SHOW THE FOLLOWING ON SITE PLAN Show Direction by indicationg N, S, E, W in relation to the site plan Lot Dimensions Fences S Existing Structures Driveways Structure Setbacks Shorelines Water Lines Topography W 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-� , /•Si s I Fadjacent pro line Y � P2oFbSSO I O I 1 I pLP� I NI El 'b N I , Ih I I` adjacent property line- I � bs, �' I E-adjacent property line SAMPLE SITE PLAN adja t property line-) 3to� _ _ f-adjacent property line I D 30• rl;zZs ve gel J. CrLEeK I C I HOM 6I ` I � ,Gf3Q.G.J \�I I F �• i NOct_S f� I PrioPasan smPr:c �I I 1 , I R I VAGniT T C AMAG.S I 30 C0.oPo�CD R\ T I / 1 A&R=LLLTW0.AL SO I 1 I I , I \ I c.—aLL I \ I I L,a�G.LL I adjacent property lined ; a~. c \i E-adjacent properfy 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.) SAMPLE TOPOGRAPHY PROFILE dls+anca, to ruLtly.►�L d�slav+Cr to Slopa }o¢ f�/l1/ dti+anam C>- Signature �� Date PERMIT NO BLD MASON COUNTY 00 BUILDING PERMIT APPLICATION �2v 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/-'>4v/0 ^�riN� �I�iSWI�< Contractor Name Mailing Address 27h �t/t`" >,�'>_`" LA.�c ' Mailing Address State k-4 Zip Code 7&5 t�-F City tate Zip Code Phone 3/c,> -Z-7/•, Other Ph.( ) Ph.( Other Ph.( Lien/Title Holder Contractor Reg. # Address Expiration ! / SEPTIC/WATER SYSTEM INFORMATION-Copfiect to New Septic Existing Septic Connect to Sewer System Name of Sewer System Well Water System Name of Water System PARCEL INFORMATION-12 digit Tax Parcel No. 3a�da. / _/ OO�j/ Fire District Legal Description 4o7- /) Al OF SHORT PLAT 7AV . MA56,V CO X L.VAQ Site Address(Please include street name, street number and city) LAKE fi#,-&cyA`w14. Directions to site)C�IZQ^t N SHJRF R0 . R., 4> v y/,! R/> IZ ow 1J,'WATO Will timber be cut and sold in parcel preparation? (Y / Is your property within 200' of the following: Body of Water Name) Saltwater Lake River/Creek Pond Wetland Seasonal unoff Stream Slopes or Bluffs PERMANENT RESIDENCE❑ SEASONAL RESIDENCE❑ TYPE OF JOB Newer Add Alt Repair Other Use of Building Describe Work oS"&,p A 31.•zX,- No. of Bedrooms No. of Bathrooms SQUARE FOOTAGE-1st Floor 2nd Floor 3rd Floor Loft Basement Deck Other sq. ft.Me 0 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 AFFID IT-1 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. Date X Date FOR OFFICIAL USE BEYOND THIS POINT Accepted by v1<:-'� Date Submittal Amount Due Receipt No. 'I t DEPARTMEN R VIEW. APPROVED DENIED CONDITION CODES Building Departme 7 00 Occ Group 01 Type Constr. :J/ �� v Planning Department Environmental:Health Department Public Works Department i I Fire Marshal .36�3pa Valuation $ aO �U FEES Building Permit Fee 9 9 �s Site Inspection Plan Review Fee 9 8 EH Review Fee Plumbing&Base Fee Planning Review Fee Mechanical&Base Fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal TOTAL FEES I _ e2x6 EAVE GIRT e GABLE END RAFTERS (2) 2x8 DFIR #1 PURLINS ® 24" O.C. 2x8 SOLID BLOCKING O 2X6 MSR 1 650 FROM PURLIN CUTOFFS NAIL EACH PURLIN TO O BLOCK W/ 2-20d IFNAIL BLOCK TO EA TRUSS . W/ 2-20d (4 PER BLOCK) TOENAIL PURLIN TO EA TOP CHORD W/ 1-20d (TYP) A 10'-0" PURLINS 15'-2" PURLINS 12'-0" PURLINS RIDGE LINE 0 0 O O n ENDWALL COLUMNS 6x6 HFIR (2 REOD EA WALL) 1 PREFAB ENGR❑ RAFTER TO PURLIN O TRUSSES (4 TOTAL) W/ 3-20d (TYP) I O 0 Do CORNER COLUMNS Or SIDEWALL COLUMNS 6x6 HFIR #2 O 6x8 HEIR2 (4 REDO) Ir (4 REOD) 12xl4 OH DR R/O 10x10 OH DR R/O 1 O'-O" 14'-0.. 1 2'-0_ JCCDE OMANCC ? 1/2" OC 2 1/2" OC J Z METAL SALES PRO—PANEL 11(7M) FOAM RIDGE CAP FASTEN < 0 OR EOUAL. 0.01 65"f GRADE E CLOSURES W1 STITCH SCREWS 12 W STEEL SIDING do ROOFING. AT ALTERNATE RIBS III FASTEN W/ 1 1/2" CAD. PLATED � 3 a W SCREWS #1 O (V 9" O/C 0 J _ EA SIDE 2x6 BLOCK W/ 5-2Oct 2.3 "T" 8-20d EA SIDE W BRACE EA SIDE O < N � N U 2x6 BLOCK W/2-20d THRU EA TRUSS FACE W 5/8" BOLT THRU 0 TRUSS (00 NOT DAMAGE 0 TRUSS PLATE) 8c m 4-20d (EA SIDE) O 2x6x24" BLOCK W/ 21 I/4" iD 4 —5/8" MB'S _,k J 2 1 /8" MIN EDGE DISTANCE w 2x6 MSR 1650 GIRTS N ® 3" MIN EDGE DISTANCE W/ 2-20d EA END (TYP) ® 3" MIN p.C. ® 3" MIN O.C. Q ® 3" MIN O.C. I r GRADE 2v1 O PT SKIRT BRO :10 2d­DIA CONCRETE W/ 3-20d EA END TYP = SIDEWALL WALLBACK COLUMNS LL ALL O 18"DIA CONCRETE I BACKFILL ALL ENOWALL 8c CORNER COL SHT 1 L M & W BUILDING SUPPLY DAVID SPANDL CUSTOM FOIZ BUI DInGS 276 N.E. TEE LK. . RD. 30' WIDE x 38 ' LONG x 16' EAVE TAHUYA, WASHINGTONMASON 22175 S. HWY. 99E �1 .0 ROOF LOAD: LIVE couNTY: CANBY. OREGON 97013 k 25 PSF ENGINEERS DESIGN RESPONSIBILITIES ARE LIMITED EXCLUSIVELY TO 503 283-8953 ;k DEAD LOAD: 3 PSF THOSE DOCUMENTS BEARING HIS SEAL AND SIGNATURE, ANY ALTER- S t ATIONS TO THESE DOCUMENTS OR THE PHYSICAL STRUCTURE BY ANY 1503) 286-7102 (FAX)WIND LOAD: 80 MPH EXP+ B PERSONS OR AGENCY SHALL VOID SAID DOCUMENTS AND RELIEVE ENGR OF 2Es76$SEISMIC ZONE: 3 DESIGN RESPONSIBILITY, AND MAY CREATE LIABILITY ISSUE FOR THCMSELVCS SCALE NONE DRAWINGS ARE FOR STRUCTURAL COMPLIANCE ONLY. THEY ARE NOT TO LFOUNDATION PRESSURE 1500 PSF BE CONSTRUED AS HAVING BEEN PREPARED FOR BUILDING USE. OCCUPANCY JKB/DO AND/OR FIRE & LIFE-SAFETY REOUIREMENTS OF LOCAL CODES OR 8/2/00 Nl��.K,�1J BUILDING U I SOIL BEARING 16U PSF AGENCIES. SLAB a HAIRPINS SHOWN FOR CONSTRAINMENT ONLY. DESIGN BU 1 LD 1 NG DESIGN 1997 UBC MIX, THICKNESS. CJ' S, & REINFORCEMENT BY OTHERS. THIS CLOSED BUILDING STRUCTURE HAS NOT BEEN DESIGNED FOR USE WITH INTERIOR FINISH �. ---� MATERIALS SUBJECT TO DAMAGE OR FAILURE DUE TO LATERAL MOVEMENT K 1 i 11WOo3a0 Ll_,''r tFS' 11121 I. BUILDING PAD SHALL BE CONSTRUCTED ON LEVEL. UNDISTURBED SOIL. 2. COLUMN TOOTING CONCRETE BACKFIL SHALL BE CASTE AGAINST EXISTINTG UNIASTURBED SOIL THE 812E AND SHAPE SHOWN ON DRAWINGS. (UOA) 3. ALL WORK SHALL at IN ACCORDANCE WITH LAICAL COD= AND ORDINANCES. AND THE LATEST EDNTION OT TIE UNIFORM BUILDING CODES 4. BOLT HEADS k NUTS BEARING ON WOOD SHALL HAVE STD. PLATE WASHERS. BOLTS SHALL BE ASTM A307. BOLT HOLE DU. SHALL BE 1/18- LARGER THAN BOLT DIA. 6. STRUCTURAL STEEL SHAPES AND PLATES MALL BE ASTM A38 UNLESS OTHERWISE NOTED. 8 REBAR SHALL HE GRADE 40 UNLESS OTHERWISE NOTED- (U.O.W) 7. CONCRETE POR 100TL%G3 & SLABS I'c-25D0 PSI S. BEARLMO BLOCKB SHALL BE PRE-DRILLED PRIOR TO SETTING 20d NAILS G. 2" NAIL! SHALL BE GALV. BOX TYPE 10. BOLT HOLES SHALL BE DRILLED STRAIGHT AND PERPENDICULAR TO THE COLUMN PACE TO ASSURE FULL BOLT BEARING 11. SM TRUSS DRAWINGS TOR DOUBLE TRUSS BLOCIONG REQUIREMENTS 12. ALL St TUIBERS SHALL BE ROUGH SAWN AND TREATED TO O.SO BET #10 Y 1 1/2" SCREWS 0 9" O.C. W/ CCA TYPE C. FASTEN AT EACH GIRT OR PURUN 13. NO 07MER MATERIALS SHAH. BE USED W/O W&W BUILDING APPROVAL NOTES TYP. PANEL 1 W/O EXTENDED LEG N.T.S. ENDWALL COLUKAN BUT TOP 2x3 1 3-20d TOTAL ® g" o/c (TYP) T TIGHT TO COLUMIJ CABLE END NAIL EA PURLIN PURLIN RAFTERS 2> 3 TO BLOCK W/ NAIL PURLIN GIRT 2-20d (a REOD) TO PURLIN w/ "T'' 2-20d (TYP) BRACE END COLUnAI,J 1 Od ® a-20d (7v P) 1 2" O.C. 2x PURLIN BLOCK 1 Od d91 2' OC NAIL TO NAILED THRU TOP 70ENAIL PURLINS \ SIDE OF CHORD/RAFTER W/ 4-20d TO EA TRUSS W/ ENDWALL TOP 2x3 RESTS (2 EA SIDE TYP) 1-20d (TYP 3 TOTAL) COLUMN ON Ac IS NAILED W/ 4-20d TO EA BOTTOM DOUBLE TRUSS 2x3 -T- BRACE (TYP) CHORD W/ (OR RAFTERS) W1/E OW COALMINE 2-20d (TYP) "T" BRACING DETAIL PURLIN BLOCK NAILING �A� END WALL SECTION 4 (TRUSSED BUILDINGS ONLY) of 2 DAVID SPANDL M & w BUILDING SUPPLY 276 N.E. TEE LK. RD. ilo CUSTOM POLE BUILDINGS & TAHUYA, wASHINGTON o ,p 30, W I DE x 36 ' LONG , 16' EAVE MASON 22175 S. HWY. 99E COUNTi: CANBY, OREGON 97013 ROOF LOAD LIVE 25 PSF ENGINEERS DESIGN RESPONSIBILITIES ARE LIMITED EXCLUSIVELY TO (503) 283-8953 ` 'Q "$ DEAD LOAD 3 PSF THOSE DOCUMENTS BEARING HIS SEAL AND SIGNATURE ANY ALTER- 503) 283-7102 (FAX) i� y ATIONS TO THESE DOCUMENTS OR THE PHYSICAL STRUCTURE BY ANY Q WIND LOAD: 60 MPH EXP B PERSONS OR AGENCY SHALL VOID SAID DOCUMENTS AND RELIEVE ENGR OF NONE1.t3765 SCALE DESIGN RESPONSIBILITY, AND MAY CREATE LIABILITY ISSUE FOR THEMSELVES Ci(S2LCC� �� SE I SM I C ZONE 3 DRAWINGS ARE FOR STRUCTURAL COMPLIANCE ONLY. THEY ARE NOT TO FOUNDAT I❑N PRESSURE 1500 PSF BE CONSTRUED AS HAVING BEEN PREPARED FOR BUILDING USE, OCCUPANCY JKB/DO 812100 sstOj\I,>,L�C�G1 AND/OR FIRE a LIFE-SAFETY REOUIREMENTS OF LOCAL CODES OR LAT. SOIL BEARING 150 PSF AGENCIES. SLAB L HAIRPINS SHOWN FOR CONSTRAINMENT ONLY, DESIGN MIX, THICKNESS, C.I' s. & REINFORCEMENT BY OTHERS. THIS BUILDING DESIGN 1997 UBC STRUCTURE HAS NOT BEEN DESIGNED FOR USE WITH INTERIOR FINISH FXFwS 1/11^�1 CLOSED BUILDING MATERIALS SUBJECT TO DAMAGE OR FAILURE DUE TO LATERAL MOVEMENT KI T MW00330 1