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Home My WebLink AboutBLD2012-00816 Carport - BLD Permit / Conditions - 11/16/2012 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County Bldg. III 426 W. Cedar P.O. Box 279 Shelton, WA 98584 to RESIDENTIAL BUILDING PERMIT BLD2012-00816 OWNER: TERRI COLLUM RECEIVED: 10/24/2012 CONTRACTOR: LICENSE: EXP: ISSUED: 11/16/2012 SITE ADDRESS: 6091 W SHELTON MATLOCK RD SHELTON EXPIRES: 5/16/2013 PARCEL NUMBER: 420174400060 LEGAL DESCRIPTION: TR 6 OF SE SE - PCL 2 OF BLA 02-27 PROJECT DESCRIPTION: DIRECTIONS TO SITE: METAL CARPORT(14- X 31') General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: Lot Size: Deck: Type of Work: ACC Fire Dist.: 12 No. of Stories: Occ. Load: Building: Carport-Detached 434 Valuation: $ 8,844.92 Building Height: Occ. Status: Basement: Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: N Ft. Shoreline: Ft. Water Body: na Rear: S Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: E 71.0 Ft. Shoreline Desig.: Not Applicable Year: Serial No.: Side 2: W 25.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee TIN 10/24/201 $ 108.71 S2201200000001 Planning Review Fee TW 10/24/201 $205.00 S2201200000001 Building State Fee LDK 11/2/2012 $4.50 S1201200000001 Building Permit Fee LDK 11/2/2012 $ 167.25 S1201200000001 Total $485.46 BLD2012-00816 Please refer to the following pages for conditions of this permit. Page 1 of 4 CASE NOTES FOR BLD2012-00816 CONDITIONS FOR BLD2012-00816 1) 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 monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 2) Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X �L 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, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Depafinent prior to any further inspections being performed or approvals granted. X4 4) 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 responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or remo?al of approved documents will result in failure of required building inspections. X lti 5) This structure is approved as un-heated space. If at any time this building is to be used for anything other than what it is approved for, a change of use permit hall be applied for, reviewed and approved prior to the change. X 6) THE FQUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X `+ 7) 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 addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. X �C/ BLD2012-00816 Please refer to the following pages for conditions of this permit. Page 2 of 4 8) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. A. Drainfield/ Reserve requires a 10ft setback from all footing/foundations. B. Septic tank(s) requires 5ft setback from all footing/foundations. C. No f9undation drains within 30ft, down gradient of drainfield/reserve area. X 9) This structure is limited to U-occupancy use only(private garages, carports, sheds, and agricultural buildings.) Any other use will be in violation of the internatilonal codes and Mason County Regulations unless a"Change of Use" permit is applied for, reviewed and approved. 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. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charggd and shall be collected 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. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in perm r vocation. X 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 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 +� C, 13) Placement of structure must comply with standards set forth per the international codes regarding descending and/or ascending slopes. X i 14) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. X 15) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND 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 codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspectorishall be made prior to requesting additional inspections. X Y� 16) All property lines shall be clearly identified at the time of foundation inspection. X BLD2012-00816 Please refer to the following pages for conditions of this permit. Page 3 of 4 17) 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 or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Masgn County ordinances and building regulations. X 18) 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 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder have prevented action from being taken. No more than one extension may be granted. X � 19) Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. X 20) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure these structures meet the setback conditions listed. X 21) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed. X .,tv 22) Approved der dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. 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. Proof of continuation of work is by means of a progress inspection. The owner or the agent on the owners behalf, represents that the information provided is accurate and grants employees of Marn County ac to the above described property and structure for review and inspection. ce OWNER OR AGENT: C u DATE: BLD2012-00816 Please refer to the following pages for conditions of this permit. Page 4 of 4 r 03 o CONCRETE MECHANICAL MANUFACTURED HOME o N Footings !Setbacks Date By Gas Piping Ribbons r- C o Interior Date By Interior-Date By Date By ao 0) Set-up Date By Exterior-Date By Set-uP Point Load!Isolated footings INSULATION Date By M BGl SLAB INSULATION FIRE DEPARTMENT X Date By Data By Foundation Walls Floors Date By Date By Data By DECKS FRAMING Walls Date By Date ►5 'S By LAiL Data By PROPANE TANKS PwA MUG vault Date By Date By OTHER Groundwork Attic Type: Date By Date By Date By DRYWALL OW.V r Type: Int.Brace Wall Date By (A � Date By Date By m r fD FINAL INSPECTION p y Water Line Fire Separation N m Date By Date By Date SJ 3 By rn N s Pass or Request Inspect. 5 Type of Insp. Fail Date Date Done By Comments o CD o M -3 L - - L cc CD i, arc. �vH l 4 )" !3 11013 L4),1 0 0 0 n o' 1 Cn 0 EF C �o v co 0 Building Permit # MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORR'ECTION NOTICE Job Location 1,�Qq 1 GJ S4-e%yH- leJ 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 �'(�(ivy ✓wti� l C Gist-N T d G K-� S v►S "C eA 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 ❑ Make corrections, items will be checked on next inspection ❑ OK to This is not a complete inspection Department Date 2 Inspector ■ io« s NOT MOV THImv& T ' ,01m, Permit# MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location_ eD-9 1 -6, n,4 kx-� P,c[- 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 m st be corrected to gain compliance ca IIV i•.� I.c L� � li L Gc ! C � - •• b — s ca- C f1 ro s r ✓� S �+ You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK Call for re-inspection when corrections are made before continuing ❑ please contact our office ❑ Make corrections, items will be checked on next inspection regarding possible structural ❑ OK to damage incurred by recent "natural/man made" ❑This is not a complete inspection disasters.This is NOT Date I - q ^ 12, Department ` CORRECTION NOTICE. Inspector L D* ,# N* OT , I rl* NI4 ' ' THI ' L T MASON COUNTY PERMrr No.b��1�t 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 On the web www.co.mason.wa.us APPLICANT[ RMATIO CONTRACTOR[ FORMA ON (h>? 5 Owner e y i l�D C, 7N1 rkt Company Name S+ 0-crS4- Mailin�Address dC J E I 1vy " Maifn Address �3a. So(e m GS / City State Zip Cod 5' Cfty Stag �_Zip Code 'f 7 3 O`f ® Phone (10 4l(o �'�'y Other Ph. 3(/0`lalo 4�a Phone `b Othe r Contractor Reg. S (.C. . 9 F88A-ari�ess D�98- Brirerst�x"SEPT] EM INFORMATION-Connect to New Septi eptic Co ed to Water System of Water System ell Water System Name of a er PARCEL INFORMATION- 12 Digit Parcel No 0 0o C� Fire District Legal Descripfion r L. 0 - 0D, 7 'J �"n rL L w Site Address (Please include street narpe,street number and city) Obi 5h16 l Diro o to it e to `tS L ), 7 CILA (A/1i r Will timber be cut and sold in parcel preparation?Yes Is property within 200' of Saltwater Lake River 1 Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% Is this permit submittal result of a Stop Work Notice,Correction Notice or other enforcement action o TYPE OF JOB ew _ Adq Aft Repair Other PRIMARY RESID CE EASONAL ❑ Use of Building < < Describe Wo No.of Bedrooms o.of Bathrooms Square Foote e-1st Floor 2nd Floor 3rd Floor Basement Deck C Other Garage Attached Detached Carport Attached Detached MANUFA ME INFORMATION -Make Model Year Len Width o. No.of Bedroo No.of Bathroom T e of Heat Purr-has $ Re ent Unit? Yes/No sfaiJar Name Certification No. OkVNER/B R= Admowledges submission of ire umfommafion may result in a stop work order or parmit revoca5on.Adamowiedgemarmt of sjc:tr is by signature below.I declare that I am the owrmer;owners legal rapresentafhe,or the contradnr.I further declare that I am mtHied to remove ttus Permit and to do the work as proposed in the appkatDn.I declare that I have obtained the permission from all the neo?ssary parf es.If permission is r,_7xred from arty ease;eit hoider,or any oftener party in interest regarding this appl ca ion or the work proposed m the appG abon,I have obtained pan�from then to apply for this parnit and conduct the work proposed. The owner or agent on owners represent the irft won prrnnded's a=.safe and grants ernpioyees of Mason County access to the above domedand property erne an hsp PROQF Ot COMI UADO F ORK IS BY MEANS OF A PROGRESS INSPECTION. Date• Owner I Owners Represent ffw/Cort acbr (mdrcate whidm one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by. _ Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Buiiciiing Department 2 Lql f Planning Department Environmental Health Department Public Works Department Fire Marshal FEES BL'lldinq Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbing& Base Fee 'Planning Review Fee Mechanical &Base fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation$ TOTAL FEES IMM AW Room ONE MEN MEN E■E■E■■■■MME NONE ■m■■■■■■■n moms w5mr, r ■■■ ■■■■■■■■O■■■■MP.FAUN';■■■OEM 00 on- Q' ■N ME MOSEEMEME MEMMUMMEMOMMEME ■i■rm EMOMMINNEIRMUM ■■■ENE■ ME "MINIS■■O■NO■EI`w'IXINO E!O ■■■■■■■■■■M ■fi■■■■■■E■ MI MEESE ■■■■■NE■E■■1,■■DEN■Ni .. ■■■■■EON■■ N//NN■NN■■■OE■iN .: - Date of 5TEEL SHEATHING I/a-PILL ETX I-1/2-LG.a 8- (SEE FASTENER 5CHED. PURUN-CHD. C/C STITCH WELD BOTH SIDES FOR ATTACHMENT) GROUND / HAT CHANNEL A 8C A FNGIIVFERING STAGGERED-TYP. STEEL SHEATHING 12 I LIVE LOAD SPA LNG CRA • GUCTURAR. (SEE FASTENER 5CHED.FOR �3 NO SCREWS REQUIRED �:. ataani� g ATTACHMENT) _ IN BOW BEND 20/20 48°CrC NO SCREWS '��, 30/20 48P CX 5911 R ena6uone PL,Site B Tel:(419)292-IM ` REQUIRED IN BOW - Toledo,Ohio 43623 Pu (419)292-0955 BEND 40/30 36'GC FOR: NOTCH LOWER BENT- ROOF BENT:(76°) 50/40 36 CSC ROOF BENT:(76� FORM SIDES AROUND GALV.OR EQ. 60/50 30r C/C GALV.OR EQ. UPPER BENT-WELD ALL N , AROUND SLEEVE TOP MEMBER INTO KNEE BRACE BTM.MEMBER ' ,NEC BRACC 4. CONT.29 GA ALUM EDGE TRIM(OR)OPTIONAL 51DE PANELS FOR FULL ENCLOSURE 5073 DaU=Hwy W Td:866404-7788 REGULAR DOUBLE BOW "D5" l.A REGULAR SINGLE BOW "55" 2.A Sakm,OR.97304 1's1t:s03-s6&9933 OWNER: SECTION DETAIL s . 5ECTION DETAIL s 1 112'DE►'r- 18GA. WEST'COAST METAL BLDG. (SCALE:NT5) (SCALE:NT5) ' (5EE PURLIN 5CH'D) LOCATION: WASHINGTON STEEL SHEATHING , STEEL SHEATHING D IPTI 3 (5EE FASTENER 5CHED. 3 (SEE FASTENER SCHED. 12 TO 30 A-FRAME W/LEAN-TO FOR ATTACHMENT) FOR ATTACHMENT) DATE: 1131/2012 1/8'FILLMI-1 1/2-I.G.g T5 2-114X2-1/4- 12G"' KNEE BRACE PROJECT NUMBER: B'GC STITCH WELD BOTH 5LEEVE SHOP WELDED TO TOP 037-12-0073 SIDES-STAGGERED-TYP. AND FIELD BOLTED TO VERT. 4._ 1�� SAME NUM.OF SCREWS AS HAT CHANNEL DRAWN BY: T5 2-I/4x2-I/4- 12GA 6' JMS BOTTOM SEE SHEET 7/8 SLEEVE SHOP WELDED TO TOP ®4W= AND FIELD BOLTED TO VERT. CONT.29 GA.ALUM.EDGE CONT.2O GA.ALUM.EDGE CHECKED BY: SAME NUM.OF SCREWS AS TR)M OR OPTIONAL SIDE TRIM OR OPTIONAL SIDE OA BOTTOM SEE SHEET 7/8 PANELS FOR FULLY ENCLOSURE PANELSFOR FULLY ENCLOSURE DRAWING TITLE: KNEE BRACE KNEE BRACC SECTION DETAILS TYPICAL A-FRAME VERTICAL A-FRAME DOUBLE BOW I'DB" I.B A-FRAME SINGLE 5OW "5B" 2.B 5ECTION DETAIL SHEET NO.: 5 F9 SECTION DETAIL s SECTION DETAIL s (SCALE:NT5) srx � (SCALE:NT5) (SCALE:NT5) N T5 21/4x2 i/4-14GA � `� CONT.EDGE TRIM 2 I/2X2 I/2-29GA ALUM CONT,EDGE TRIM 2 I/2X2 I/2-29GA ALUM to ANGLE ATTACH W/TEK5 5CREW W/NEOPRENE/ ANGLE ATTACH W/TEKS SCREW Wy NEOPRENE/ STEEL WASHER EVERY 2 RIBS AS NEEDED PER STEEL WASHER EVERY 2 RIB5 A5 NEEDED PER FIELD BOLTED- ° I ,n• SHEET MFR.'S RECOMMENDATION SHEET MFR.'S RECOMMENDATION (6)TEK5/1 2X I' ROOF PANELS ROOF PANELS BASE RAIL • TRIM DETAIL (SCALE:NT5) COLUMN / BASE RAIL DETAIL FASTENER SCHD. ROOF BENT ROOF BENT TYPE:TEKS*I ZX I'SG W7 NEOPRENE/5TEEL (5EE SCHED.FOR TUBE 51ZE5) (SEE 5CHED.FOR TUBE 51ZE5) (SCALE:NT5) WE EFATL51!VMRE-MIN. RNER FANFLS EDGE DETAIL I EDGE DETAIL 2 fi1U� 510ELAP PANELS MIN.4'C/C AT EDGE LAP PANELS 1131/2012 W/51UCON CAULK IN BETWEEN PANELS (SCALE:NT5) 4 (SCALE:NT5) 4 DRILL 5/8'HOLE THROUGH THE BASE RAIL AND WEST COAST METAL BLDG5.15 NOT RESPONSIBLE FOR A&A EA QU4EERING SECURE TO ANCHOR EYE 75 2 I/ZX2 I/ZX 12GA GROUND AND/OR CONCRETE(SUPPLIED 8Y OTHERS) di - CIVK- STRUCTURAL WITH 1/2'THROUGH DIAM BOLT.ETER CONT.BASE RAIL A5PHALT/KOCK ANCHORS(OPTIONAL ANCHOR TYPE) THR 5911 Raim=PI.-Suite B Tel:(419)292-1983 2'WASHL RS 2'WASHERS mToledo,Ohio 436B Nu:(419)292-0955 -III=1 I III=III-1'' P0k TOP OF 501L OR CONCRETE SALE 113 5/8'0 it b N tq TIE DOWN ENGINEERING —N 5/8'ROD AND 4'HELIX ae EYE ANCHOR. (2)4'0 22 MOBILE HOME/ 5073 Dall-Hwy W Tch 86"04-7788 z z ASPHALT ANCHOR Salem,OR.97304 Paz 503-%6-U33 OWNER: M061LE HOME ANCHOR 1/2.Ox30'ROD WEST COAST METAL BLDG. FOR 5AND/CLAY LOCATION: WASHINGTON (-14ALr:NTS) DESCRIPTION: FOUNDATION ELEVATION 12 TO 30 A-FRAME W/LEAN-TO NOTE:HELICAL ANCHORS ARE NOT TO BE USED IF DRIVING TORQUE (� ) DATE: 1/31/2012 INTO GROUND 15 LE55 THAN 150 FT-LB5 OR DONT MEET ONE NOTES: OF THE FOLLOWING SOIL CLA551PCATION5. I. MOBILE HOME ANCHDR5 5HALL BE REQUIRED AT ALL CORNER PROJECT NUMBER: POSTS AND AT EVERY OTHER POST BUT 5HALL NOT EXCEED 037-12-0073 1 0-0Y SPACING IN ANY DIRECTION. DRAWN BY: 2. ALL OTHER POSTS WITH NO MOBILE HOME ANCHOR 5HAIL BE JMS ANCHORED TO THE GROUND WITH 129(30'LG.ROD.RODS CHECKED BY: OA SHALL HAVE A WELDED NUT AT TOP AND ONE COAT OF RUST PROVE PRIMER PAINT. DRAWING TITLE: 3. A55UMED SOIL BEARING CAPACITY IS TO BE A MIN. 1500 PSF 4. CONCRETE STRENGTH TO BE A MIN.OF 2500 PSI AT 2.5 DAY5 ANCHORAGE SOIL CLA551FCATION5:' 504LCLA55 501LDESCRIPTION 5HE(`T NO . 2 VERY DENSE t/OR CEMENTED F 9 SANDS.COURSE GRAVEL AND 5m COBBLES.CDUCHE.PR LOADED 51LTE AND CLAY5 3 MEDIUM DENSE COARSE SANDS. SANDY GRAVELS,VERY STIFF SILTS. # AND CLAY5 w 4 LO E TO MEDIUM DENSE SANDS. FIRM TO STIFF CLAY5 AND 51LT5 ALL MAL FILL AND VERY LOOSE TO MEDIUM DENSE SANDS.FIRM TO Mi77 STIFF CIAN5 AND SILTS,ALLUVIAI- OPTIONAL MMA-35 F1ll CRO55 DRIVE ANCHOR WI HELICAL ANCHOR SHALL BE APPROWD FOR USE IN 501L 23/3 2"OX33" RODS GLASSIPICATIONs 2,3,AND 4. (SCALE:NT5) PTAKEN FROM HUD'STANDARD FOR INSTALLATION OF DATL91G11m MOBILE HOMES' 1/31/2012