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BLD2006-00268 Revised SFR Final - BLD Permit / Conditions - 6/5/2008
2/3/2017 Case Activity Listing 9:29:27AM Case#: BLD2006-00268 too #: 122187700060 Description: New SFR Assigned Done Activity Description Date 1 Date 2 Date 3 Hold Disp To By Updated Updated By BLDA010 Application Received 2/28/2006 2/28/2006 None DONE KKK 2/28/2006 KKK BLDB200 Environmental Health Review 2/28/2006 3/2/2006 None DONE TW 3/2/2006 TW BLDB201 More Info Letter-EH 3/2/2006 None DONE TW 3/2/2006 TW 03/02/06 SUNSET HEIGHTS#15 WATER SYSTEM MUST BE APPROVED IN ORDER TO APPROVE YOUR APPLICATION. BLDB110 Building Plan Review 2/28/2006 3/17/2006 None DONE ARC 3/17/2006 ARC BLDB120 WSEC Compliance Review 3/17/2006 None DONE ARC 3/17/2006 ARC BLDB 130 Planning Review 2/28/2006 3/20/2006 None DONE PBC RDH 3/20/2006 RDH RDH inspected site on 3-20-06. Slopes measured to be 23 percent. Proposed development is sufficient distance(>140 feet)from the nearby wetland. No issues. BLDB210 Water Adequacy 3/2/2006 4/6/2006 None DONE TW 4/6/2006 TW 03/02/06 SUNSET HEIGHTS#15 WATER SYSTEM MUST BE APPROVED IN ORDER TO APPROVE YOUR APPLICATION.04/06/06 TW FIRST CONNECTION ON SUNSET HEIGHTS#15. BLDA900 Telephone Call 4/6/2006 None DONE BJR 4/6/2006 BJR Contacted Melissa Hudson by phone,advised her that permit is ready...NEED TO CHANGE CONTRACTOR. L&I SHOW BEAULIEU CONSTRUCTION HAS A SUSPENDED LICENSE. BLDA100 Approved for Issuance 4/6/2006 None DONE BJR 4/6/2006 BJR PERMIT APPROVED FOR ISSUANCE...ADVISED OWNER BY PHONE. CONTRACTOR LISTED HAS SUSPENDED LICENSE. OWNER ADVISED TO CHANGE CONTRACTORS OR HAVE CONTRACTOR SHOWN PROVIDE CURRENT LICENSE. BLDA200 HOLD 4/6/2006 4/6/2006 Hold DONE NJP 4/6/2006 NJP CONTRACTOR SHOWN ON APPLICATION HAS SUSPENDED LICENSE. NEW CONTRACTOR WILL BE NEEDED OR NEW DOCUMENTATION THAT LICENSE IS VALID. Page 1 of 5 CaseActivity..rpt 2/3/2017 Case Activity Listing 9:29:27AM Case#: BLD2006-00268 Parcel#: 122187700060 Description: New SFR Assigned Done Activity Description Date I Date 2 Date 3 Hold Disp To By Updated Updated By BLDA500 Issue Building Permit 4/6/2006 None DONE NJP 4/6/2006 NJP BLDA540 Print Inspection Card 4/6/2006 None DONE NJP 4/6/2006 NJP BLDA990 Plot Plan Revision Received 4/25/2006 None TAM 4/25/2006 TAM Structure resited on property-closer to west and north property lines. BLDB410 Planning Review Revision 4/25/2006 5/2/2006 None DONE RDH RDH 5/2/2006 RDH Structure re-sited on property,closer to west and north. BLDB420 EH Review Revision 5/2/2006 None DONE TW 5/2/2006 TW Structure resited on property,property moved closer to west and north.no isssues with revision BLDA900 Telephone Call 5/2/2006 None BJR 5/2/2006 BJR Talked to owner(Brad Hudson)and advised him site plan revision is completed and approved. He asked me to call contractor and advise of same and to put approved revised site plan in the inspection card for inspector to take on site at footing inspection. BLDC110 Footing Inspection 5/12/2006 5/16/2006 None FAIL TFR 5/17/2006 KLW SETBACK FAIL,FOOTING FAIL, 1.POST ADDRESS,2.PROVIDE PLOT PLAN,3.ENGINEERING NOT TRANSFERRED TO PRINT,READ THRU ENGINEERING SHOWS TWO HORIZONTAL BAR IN FOOTING,4.INSTALL FOOTING FOR STAIRS,5.INSTALL AT LEAST STUB OUTS FOR STAIR WELL FOOTING AND WALL,6.STRING PROPERTY LINES,DO NOT POUR. BLDA510 Reprint Building Permit 5/23/2006 None DONE RTB 5/23/2006 RTB BLDC100 Inspection 5/25/2006 5/26/2006 None PASS MEC 5/31/2006 KLW UNSURE WHY HERE,ALREADY PASSED. BLDC115 Foundation Wall Inspection 6/2/2006 6/5/2006 None PASS RLS 6/6/2006 KLW NO BUMP OUT Page 2 of 5 CaseActivity..rpt Case Activityg 9:29:27AM Listing 2/27AM Case#: BLD2006-00268 1� Parcel#: 122187700060 Description: New SFR Assigned Done Activity Description Date 1 Date 2 Date 3 Hold Disp To By Updated Updated By BLDC100 Inspection 10/13/2006 10/17/2006 None DONE LDK 10/18/2006 MRB OWNER WORRIED STRUCTURE NOT BEING BUILT CORRECTLY NO ENGINEER ON SITE CHECK HOLDOWN DRIVE WAY SIDE OF HOUSE NO RPS USED AND SHED ROOFS ON SIDES TOWARD RD NO VENTILATION UPPER SIDE STRUCTURE NOT COMPLETLY FRAME OR NO ELECTRICAL PLUMBING OR MECH BLDC100 Inspection 10/30/2006 11/2/2006 None FAIL ARC 11/3/2006 MRB UNDER SLAB FAILED 1.POST ADDRESS AT HEAD OF DRIVEWAY 2.UNDER SLAB PLUMBING NOT UNDER TEST REQUIRED TO HAVE 10'OF HEAD PRESSURE AT TIME OF INSPECTION EXPOSE ALL FITTING TO BE INSPECTED 15'OF PIPE CAN NOT SEE CALL FOR RE-INSPECTION DO NOT COVER OR POUR BLDA920 Miscellaneous Action 11/17/2006 None DONE KKK 11/17/2006 KKK CUSTOMER PAID FOR A NEW SET OF REVIEWED PLANS-$70 BLDA540 Print Inspection Card 12/11/2006 None DONE GMM 12/11/2006 GMM OLD CONTRACTOR TOOK GREEN INSPECTION CARD,OWNER CAME IN I PRINTED A NEW CARD AND GAVE THEM A COPY OF THE INSPECTION CARD SO THE NEW CONTACTOR WILL KNOW WHAT STILL NEEDS TO BE INSPECTED. BLDC120 Underground Plumbing 12/13/2006 12/13/2006 None PASS RLS 12/18/2006 MRB BLDC120 Underground Plumbing 12/13/2006 12/13/2006 None PASS RLS 12/21/2006 MRB BLDC110 Footing Inspection 1/8/2007 1/10/2007 None PASS RLS 1/11/2007 MRB RETAINING WALL FOOTINGS 1.AS PER CONDITION#5 OF PERMIT POST PERMANENT ADDRESS ON POST PLAINLY VISIABLE FROM JOBES COURT 2.AS PER CONDITION#4 OF PERMIT THE APPROVED PLANS MUST BE ON SITE FOR INSPECTION PURPOSES 3.AS PER CONDITION#I 1 OF PERMIT THE ENGINEER OR ARCHITECT OF RECORD MUST APPROVE CHANGES TO APPROVED PLANS 4.ADDING RETAINING WALL TO SIDE OF STRUCTURE MUST MEET FOLLOWING REQUIREMENTS a)REMOVE ALL LOOSE DEBRI PRIOR TO POUR b)ENGINEER OR ARCHITECT OF RECORD MUST APPROVE c)COUNTY BUILDING DEPT GIVEN REVISED PLAN AND APPROVAL FROM ENGINEER/ARCHITECT d)AN APPROVED MOISTURE BARRIER MUST BE PLACED AGAINIST PRESSURE TREATED PLYWOOD TO PROTECT HEATED ENVELOPE AND FRAMING OF STRUCTURE e)A FLASHING DETAIL MUST BE ADDRESSED TO PREVENT MOISTURE FROM BEING TRAPPED BETWEEN RETAINING WALL AND STRUCTURE IT MAY ACCELERATE DECAY JEPORDIZING STRUCTURE POUR FOOTINGS AT OWN RISK IF#3 IS ALREADY BEEN DONE BLDC110 Footing Inspection 1/10/2007 1/12/2007 None PASS RLS 1/17/2007 MRB RETAINING WALL FOOTINGS#3 AND 4 FROM LAST NOTICE NOT DONE BLDC110 Footing Inspection 1/29/2007 2/l/2007 None PASS RLS 2/5/2007 KLW Page 3 of 5 CaseActivity..rpt 2/3/2017 Case Activity Listing 9:29:27AM Case#: BLD2006-00268 Parcel#: 122187700060 Description: New SFR Assigned Done Activity Description Date I Date 2 Date 3 Hold Disp To By Updated Updated By BLDC140 Framing/Plumbing/Mechanical 3/19/2007 3/20/2007 None FAIL RTB 3/21/2007 MRB SUPPLY PASS MECH PASS DWV/FRAME FAIL 1.DWV NOT UNDER TEST REQUIRES 19 OF HEAD MIN 2.SEAL ELECTRICAL PENETRATIONS ON EXT WALL 10'OC 3.MOISTURE CONTENT IN WALL SHEATHING 4.SEAL DUCT PENETRATIONS IN RIM JOIST IN BASEMENT BLDC140 Framing/Plumbing/Mechanical 4/2/2007 4/3/2007 None PASS MAU 4/4/2007 KLW DWV/FRAM PASS BLDC145 Insulation Inspection 4/4/2007 4/5/2007 None PASS MAU 4/5/2007 MRB WALL AND VAULT BLDC157 Final Inspection-Failed 6/29/2007 7/2/2007 None FAIL MAU 7/5/2007 MRB 1.FINISH SIDING ON FRONT OF HOUSE LOWER LEVEL 2.SCREEN AROUND CHIMNEY SOFFIT 1/4 MAX OPENING 3.INSTALL FSK ON CEILING OF STORAGE RM 4.INSTALL DOOR ON STORAGE RM 5.INSTALL LAG SCREWS INTO RIM OF DECK INTO HOUSE 32"OC MAX STAGGARD 6.RAISE GRADE AT BASE OF STAIRS Y OUT MAX RISE 7 3/4 7.FINISH TRIM OUT ON INT LIGHTS SEAL ALL OPENING AT CEILING 8.INSULATE BASEMENT STAIRWELL AND COVER WITH FSK 9.INSULATE ALL WATER PIPES IN BASEMENT IN UNCONDITIONED SPACE MAKE CORRECTIONS ITEM WILL BE CHECKED ON NEXT INSPECTION OK TO TEMP OCC 180 DAYS FORGOT TO WRITE UP AIR GAP ON KITCHEN SINK DISHWASHER WASN'T INSTALLED YET AND HAD NO AIR GAP INSTALLED BLDC157 Final Inspection-Failed 11/29/2007 12/4/2007 None FAIL BTA 12/10/2007 KDM #4,5,6,9 FROM 7-2-07 ALSO ADDED THAT NEED DOOR AT BOTTOM OF STAIRS TO PROVIDE THERMAL BREAK BETWEEN BASEMENT AND FLOOR. Ie DA910 Meeting 6/5/2008 None DONE DLC 6/6/2008 DLC t with Mr.Hudson on Thursday 6/5/08 at the counter to review approved plans.He wanted to know where in the plans the concrete wall shows that it is stepped rather than full height. He also inquired ut dates given for approval to pour footings and concrete walls. He was given photocopies of all documents included in the inspector file including all inspection correction notices and inspector notes. d er 6/6/2008 BLDC155 Final Inspection-Passed 6/4/2008 6/5/2008 None PASS MAU 6/6/2008 KDM F/25/2010) Meeting 1/25/2010 None DONE DLC 1/25/2010 DLC H concerning concrete wall. The original design was supposed to include an 8-ft concrete wall around the entire perimeter. During the meeting we found that the plans he has appears to be er detail sheets and possibly gravity and foundation design calculations pages. He will follow-up with a call to the engineer in order to verify where discrepancies have occurred.(dc Page 4 of 5 CaseActivity..rpt Case Activity Listing 2/3/2017 9:29:27AM Case #: BLD2006-00268 IP,$ Parcel 4: 122187700060 Description: New SFR Assigned Done Activity Description Date 1 Date 2 Date 3 Hold Disp To By Updated Updated By BLDA910 Meeting 6/30/2011 None DONE DLC 7/1/2011 DLC B Adkins and D Coker met with Mr.Hudson in Ms.Adkin's office on 6.30.2011. Mr Hudson described the problems he had encountered while constructing his home and briefly discussed the legal case between the builder and him. He also let us know that he had accumulated considerable expense in trying to correct construction changes and errors,including re-framing the prow and adding a concrete wall to the stepped foundation wall. Mr.Hudson was given a claim form to use if he decides to file a claim against Mason County. He also demanded that Ms.Adkins tell him of other resources to contact to help him with attorney and contractor concerns. He was told that Labor&Industries would address contractor concerns and he told us that he had already tried that resource. Ms.Adkins let him know that if she or anyone in Community Development becomes aware of a resource that they would let him know. The building plans and documents attached to the plans have been removed from our system as is customary 6 mo.after the final occupancy inspection is granted. Apparently Mr.H has a set of plans but he did not have them during the meeting.do/7.1.2011 Page 5 of 5 CaseActivity..rpt Request To Revise An Approved Plan Permit Number: BLD200-- Name V& Parcel Number 1ZZ - --7'j - ( 0 Phone Number daytime Project Address Mailing Address Please provide a complete,detailed de cription of the proposed revisions to the approved plans: ' l Are two sets of the revised plans or addendum indicating the changes included? 0" es ❑ No Are the approved site plans included? 13-� ❑ No Are the revisions clearly and accurately identified on the plans or addendum? [I'Yes ❑ Does the plan contain an engineer's or architect's lateral or vertical analysis? ❑ Yes a' o If Yes,Has the engineer or architect approved this revision? ❑ Yes No Is a stamped and signed approval included with this request? ❑ Yes Ee iz0 [Note:No structural changes to a"designed"plan will be approved without the written consent of the engineer and/or architect of record.) Does the proposed revision modify the footprint or location of the structure? 13 Yes ❑ No If Yes, Is a revised site plan,with all new setback dimensions included with this request? D Yes ❑ No Additional Information: C Applicant's signature Date: �i %12, 7 Office Use Only �yh �/ Reoeived by mil C/ ty ` Date Sent Assigned To Approved B ._Date ❑ B. Original Valuation: $ Additional Valuation: $ P. lzla, Sq.Ft. x$ $ Sq.Ft. x$ $ E.H. Total New Valuation $ Additional Fees: ❑ P.W. Additional Planning Dept. $ Additional Plan Review $ New Setbacks: Front / Rear / Additional Building Permit $ Sidel / Side2 / Additional Plumbing $ Additional Conditions/Comments: Additional Mechanical $ Additional E.H.Dept. $ Other $ Total Amount Due: $ Amount To Be Paid Up-Front$ 7ah initial Re Li 4 SRG 9=2003 Inspection Line(360)127-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2006-00268 OWNER: BRAD HUDSON RECEIVED: 2/28/2006 CONTRACTOR: LICENSE: EXP: ISSUED: 4/6/2006 SITE ADDRESS: 301 E JOBES CT BELFAIR EXPIRES: 10/6/2006 PARCEL NUMBER: 122187700060 LEGAL DESCRIPTION: SW SW TR J-6 OF S 21/70 PROJECT DESCRIPTION: DIRECTIONS TO SITE: New SFR Hwy 3 to Hwy 106, left on Trails Rd. to left on Trails End Rd. left on Razor Rd. , right on Richardson, right on Jobes Ct. General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: 2 Type of Constr.: VB Type of Use: SF Insp. Area: No. of Bathrooms: 2 Occ. Group: R-3 Lot Size: Deck: 324 Type of Work: NEW Fire Dist.: 2 No. of Stories: 2 Occ. Load: Building:1,561 Valuation: Building Height: 31 Occ. Status: Primary Basement:1,074 Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: N 250.0 Ft. Shoreline: Ft. Water Body: Rear: S 380.0 Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: W 50.0 Ft. Shoreline Desig.: Not Applicable Year: Senal No.: Side 2: E 235.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee KKK 2/28/2006 $787.90 S22006000 Hosebibs 3 Furnace<100K 1 Planning Review Fee KKK 2/28/2006 $155.00 S22006000 Kitchen Sink 1 Ventilation Fan 3 Address Fee GMM 3/3/2006 $140.00 S22006000 Laundry Tray 1 Heat Pump 1 ADJUST--Plan Check Fee ARC 3/17/2006 $14.56 522006000 Lavatories 2 Dryer Vent 1 Building State Fee ARC 3/17/2006 $4.50 522006000 Water Closets (Toilets) 2 Building Permit Fee ARC 3/17/2006 $1,234.55 522006000 Water Heaters 1 Mechanical Fee ARC 3/17/2006 $65.10 s22006000 Bath Tubs 2 Mechanical Base Fee ARC 3/17/2006 $23.50 s22006000 Clothes Washer 1 Plumbing Fee ARC 3/17/2006 $82.00 522006000 Plumbing Base Fee ARC 3/17/2006 $20.00 S22006000 EH Plan Review TW 4/6/2006 $75.00 s22006000 Total $2.602.11 BLD2006-00268 Please referto the following pages for conditions of this permit. 1 of 4 CASE NOTES FOR BLD2006-00268 CONDITIONS FOR BLD2006-00268 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 M f11- 2) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X M V.a 3) Appro d r dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 4) 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 Department prior to any further inspections being performed or approvals granted. X 5) In accordance with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads," all new structures that require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background. Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted by the jurisdiction and the international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting inspet�ign sL X f d i 6) 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 rem-oval of approved documents will result in failure of required building inspections. X 7) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X . BLD2006-00268 Please refer to the following pages for conditions of this permit. 2 of 4 8) 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 Xuil�� e artment prior to any further inspections being performed or approvals granted. Washington State Energy Code Compliance has been approved using the following: Heat Type: Electric or other fuels, Compliance Method: IV, Window(Max U-Factor):0.40, Skylight(Max U-Factor):0.58, Xo r Type/Max U-Factor):0.40 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38, Vault Insulation R-30, Slab Insulation R-10. 10) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). X 11) 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 char and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. X 12) 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 permit r vocation. X U�t - 13) 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 pro' X 14) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County XrdiMy! lation, must be reviewed and approved by Mason County prior to construction. 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 Inspect r h II a made prior to requesting additional inspections. X BLD2006-00268 Please referto the following pages for conditions of this permit. 3 of 4 16) All property lines shall be clearly identified at the time of foundation inspection. X / I 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 - Mason C ty ordi ances 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 hold yrev' ented action from being taken. No more than one extension may be granted. X k 19) Pressure treated wood manufactured after'January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X— � 20) Prior to final approval, all upland areas disturbed or newt crest d by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X 21) Temporary erosion control measures must be implemented to prevent water ality degradation of adjacent waters or wetlands. Silt fencing must be installed and maintained until upland vegetation has become established. XM, 44 This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended fora 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 Mason County access to the above described property and structure for review and=--- OWN ER OR AGEN _ DATE: -0 BLD2006-00268 Please referto the following pages for conditions of this permit. 4 of 4 ` 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 186 Shelton, WA 98584 i� RESIDENTIAL BUILDING PERMIT �a� p�ah �P,c)�'S�v�LD 6-00268 OWNER: BRAD HUDSON CONTRACTOR: LICENSE: EXP: �'� l /Q h lU" 006 �`�6t`� �`sG` RECEIVED:ISSUED: 2//2g/228/206 • SITE ADDRESS: 301 E JOBES CT BELFAIR C� '_ ?�d- �Gy• �,L(G� EXPIRES: 11/16/2006 PARCEL NUMBER: 122187700060 a LEGAL DESCRIPTION: SW SW TR J-6 OF S 21/70 PROJECT DESCRIPTION: DIRECTIONS TO SITE: New SFR Hwy 3 to Hwy 106, left on Trails Rd. to left on Trails End Rd. left on Razor Rd. , right on Richardson, right on Jobes Ct. General Information Construction&Occupancy Information Square Footage Information o.of Bedrooms: 2 Type of Constr.: VB Type of Use: SF Insp.Area: No.of Bathrooms: 2 Occ. Group: R-3 Lot Size: Deck: 324 Type of Work: NEW Fire Dist.: 2 No.of Stories: 2 Occ. Load: Building:1,561 Valuation: Building Height: 31 Occ. Status: Primary Basement:1,074 Manufactured Home Information e k Informa Shoreline&Planning Information Make: Length: Ft. (Front: N 170.0 Ft. Shoreline. Ft. a er o y: SEPA?: No Rear: S 500.0 Ft. Slope: Ft. g.: Not Applicable Model: Width: Ft. de 1: W 30.0 Ft• Shoreline DesiYear: Serial No.: de 2: E 240.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures ures FEES Type Qty. Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee KKK 2/28/2006 $787.90 S22006000 Hosebibs 3 Furnace<100K 1 Planning Review Fee KKK 2/28/2006 $155.00 S22006000 Kitchen Sink 1 Ventilation Fan 3 Address Fee GMM 3/3/2006 $140.00 522006000 Laundry Tray 1 Heat Pump 1 ADJUST--Plan Check Fee ARC 3/17/2006 $14.56 S22006000 + Lavatories 2 Dryer Vent 1 22600 Building State Fee ARC 3/17/2006 $4.50 S000 Water Closets (Toilets) 2 Building Permit Fee ARC 3/17/2006 $1,234.55 S22006000 Water Heaters 1 Mechanical Fee ARC 3/17/2006 $65.10 S22o060o0 Bath Tubs 2 Mechanical Base Fee ARC 3/17/2006 $23.50 522006000 Clothes Washer 1 Plumbing Fee ARC 3/17/2006 $82.00 S22006000 Plumbing Base Fee ARC 3/17/2006 $20.00 S22006000 EH Plan Review TW 4/6/2006 $75.00 522006000 Total $2,602.11 BLD2006-00268 Please refer to the following pages for conditions of this permit. Page 1 of 4 Inspection Line(360)127-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, WA 98584 L� RESIDENTIAL BUILDING PERMIT BLD2006-00268 OWNER: BRAD HUDSON RECEIVED: 2/28/2006 CONTRACTOR: LICENSE: EXP: ISSUED: 4/6/2006 SITE ADDRESS: 301 E JOBES CT BELFAIR EXPIRES: 10/6/2006 PARCEL NUMBER: 122187700060 LEGAL DESCRIPTION: SW SW TR J-6 OF S 21/70 PROJECT DESCRIPTION: DIRECTIONS TO SITE: New SFR Hwy 3 to Hwy 106, left on Trails Rd. to left on Trails End Rd. left on Razor Rd. , right on Richardson, right on Jobes Ct. General Information Construction &Occupancy Information Square Footage Information No.of Bedrooms: 2 Type of Constr.: VB Type of Use: SF Insp.Area: No.of Bathrooms: 2 Occ. Group: R-3 Lot Size: Deck: 324 Type of Work: NEW Fire Dist.: 2 No.of Stories: 2 Occ. Load: Building:1,561 Valuation: Building Height: 31 Occ. Status: Primary Basement:1,074 Manufactured Home Information Setback Information Shoreline & Planning Information Make: Length: Ft. Front: N 250.0 Ft. Shoreline: Ft. Water Body: Rear: S 380.0 Ft. Slope: Ft, SEPA?: No Model: Width: Ft. Side 1: W 50.0 Ft. Shoreline Desig.: Not Applicable Year: Serial No.: Side 2: E 235.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee KKK 2/28/2006 $787.90 S22006000 Hosebibs 3 Furnace<100K 1 Planning Review Fee KKK 2/28/2006 $155.00 S22006000 Kitchen Sink 1 Ventilation Fan 3 Address Fee GMM 3/3/2006 $140.00 S22006000 Laundry Tray 1 Heat Pump 1 ADJUST--Plan Check Fee ARC 3/17/2006 $14.56 S22bb60b0 Lavatories 2 Dryer Vent 1 Building State Fee ARC 3/17/2006 $4.50 S22bb6bb0 Water Closets (Toilets) 2 Building Permit Fee ARC 3/17/2006 $1,234.55 S22006000 Water Heaters 1 Mechanical Fee ARC 3/17/2006 $65.10 S22006000 Bath Tubs 2 Mechanical Base Fee ARC 3/17/2006 $23.50 S22006000 Clothes Washer 1 Plumbing Fee ARC 3/17/2006 $82.00 S22006000 Plumbing Base Fee ARC 3/17/2006 $20.00 S22006000 EH Plan Review TW 4/6/2006 $75.00 S22006000 Total $2,602.11 BLD2006-00268 Please refer to the following pages for conditions of this permit. 1 of 4 CASE NOTES FOR BLD2006-00268 CONDITIONS FOR BLD2006-00268 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 ()n r j,�, 2) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X 0� ,f _ 3) Approv imensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 4) 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 Department prior to any further inspections being performed or approvals granted. X 5) In accordance with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads," all new structures that require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background. Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted by the jurisdiction and the international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting inStitt ons. x 1 4L 6) 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 removal of approved documents will result in failure of required building inspections. X , 7) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X BLD2006-00268 Please referto the following pages for conditions of this permit. 2 of 4 8) •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 apprcval 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 Buil i e artment prior to any further inspections being performed or approvals granted. X 9) Washington State Energy Code Compliance has been approved using the following: Heat Type: Electric or other fuels, Compliance Method: IV, Window(Max U-Factor):0.40, Skylight(Max U-Factor):0.58, Do r T pe/Max U-Factor):0.40 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38, Vault Insulation R-30, Slab Insulation R-10. X 10) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). X � 4 'V7- 11) 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 c arg and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. 12) 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 permit ryvocation. X -- 13) 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 yourXrojp / t .14) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordin e ulation, must be reviewed and approved by Mason County prior to construction. X MU 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 Inspect r h II e made prior to requesting additional inspections. _ X / BLD2006-00268 Please referto the following pages for conditions of this permit. 3 of 4 ' r 16) ; 'All property lines shall be clearly identified at the time of foundation inspection. X LT 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 Mason C ty or ances 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 holdee�prevented action from being taken. No more than one extension may be granted. X ((�� e 19) Pressure treated wood manufactured after`January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X_ �� 20) Prior to final approval, all upland areas disturbed or new y created by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X 21) Temporary erosion control measures must be implemented to prevent water ality degradation of adjacent waters or wetlands. Silt fencing must be installed and maintained until upland vegetation has become established. X-M! 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 owneror the agent on the owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review ind inspection. OWNER OR AGENT. DATE: 0 BLD2006-00268 Please refer to the following pages for conditions of this permit. 4 of 4 o C CRETE- MECHANICAL MANUFACTURED HOME T ooiffi p 1 Setbeck� Rate 3 Z u/�.. Gas Pipin6 / Ribbons 1 llfgeficff Date By Interior-Date By bate C By O � IlQ.xterior Date BY Exterior-Rate By Set-up Mint Load r Is40lated Footings INSULATION (sue SO f SLAB INSULATION Date By z^ R ate By Data By FIRE DEPARTMENT Foundation Wgile Floors Data By Date G L��� B Data ��� eyfjia/�, r DECKS FRAM NO walls Date By I->ate 3 0eZ BY&W Dam By PROPANE TANKS PLUMBING gate BY Date By OTHER Groundwarlk Attic Mme IZ /3 O By Rate By Type-, Dat By DRYWALL Date Int.Brace Wall Date �j -o77 By Date By bate By CA Water Line Fire Seperatian Mier INSPECTION p Gate.:3 �o ay ' Dat$ a y Date CDa s Pass or iRe4qued Iltisp~�Done ` Type of InW. Fail Da Comments p a R0L1A1 t'T_ 6 Bunn ASS � I Z'f3 C� L%5 S. t uva- c Rj 10/0-� jz� 1 ��S - iris � J Ct 8 t l 07 oz � I�Ac1,�10/V o :n P-ze c C\ '� s" �w 07 . -... ... .... N 0 w R r CdNCRETE MECHANICAL _ N, MANUFACTURED HOME c DateBy _,,. . _. ,...__._... ..,... _., . ,,..,..._ ,_... v ay Footings l 8ethac (�,/ Ribbons (/) c> interior Date rri,3 cil y`-f- Gas for-D y bate try o B interior-Date B Z M Exterior Date By Exterior-Date B ____ ._... � INSULATION _ sst-up W Point Load l Isolated Footings Date By X BG F SLAB INSULATION Date By Data By FIRE DEPARTMENT Foundation Walls Floors Date By Date By Data By DECKS FRAMING Walls Date By Date By Data _ By PROPANE TANKS PLUMBING vault Date By Date By OTHER m Groundwork Attic Type: Date By Dale___._,.,,.,...,,.. ,.. By a.w.v DRYWALL bate By Type: Date ByInt.Brace Wail Date By-0 gate By FINAL INSPECTION C) w Water Line Fire Sepe ration IV m Date By Date By Date By O Pass or Request Inspect. c 5 Type of Insp. Fall Date pate Done By Comments rC).� S�'i`a M im ,sK�Z o6 � �� T�— °° 0CD v 0 Lce— TWss ob za db ' L..jO) f t OF CD G r e � s�s � ss �-- P J t Sl+er•t uri l ssEp Z GYv ` ti mz;, tic, -« t;uttic✓L (� r SSrt� ru.s tVt- y iv l tJ 13 Uv {U t !„IO I C— ► o 1 rrdt t �tJ(3 ,�•c� Ste. IAA VCA4,{crt vA slue firTv,tc-h-er— M co vo-t- .[r��� V17ejer Y/48 F4q: L. " o af, it Z I ab ATze— SEA �4TT o 0 — Cow- OWACeS.4Ae4e,�� i4:tj,� t-.J� rv�-rf4t h-t and "44�1 Rejµ r'✓Yi t'....sct �' ✓vim 0A corm t lu-', D � WcArv-red C, 10t1 v4 ll a-rr,� 0A s�` 6F r� a Iso •^� t �o wt•a fC�„� N a T One, Pl&o d G. Rdgr'wJ fI�.1r.�Qa tr�.�. 4-C �r tr-Dr,•�f 5TI l YVjf •-- MASON COUNTY RESIDENTIAL PLANS SUBMITTAL CHECKLIST Owner's Name: �(c' ``��GJ - 1 A A in Date: Reviewed By: Documents _Bui ing Permit Application Completed Tanning Intake Checklist Completed, �ite plan includes:Allowable building area,r verhangs,decks,etc. moire Apparatus Access Road info required Yes 11,10 nergy Code Application Form-O Electric heater O Electric central furnace O LPG Furnace 00 Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type ) �Other: Specify: echanical/Pl g Application-WATER HEATER FUEL TYPE Engineering? Ye (Need 2 sets of calculations)No _ clinical report or assessment? Yes Ne Snow load: Seismic Zone(circle one o D2 Construction a _3 COMPLETE SETS _Plans Legible _Reco ed Scale _ lev ' n Views Toss Section ��oundation Plan oof Framing Plan oor Plan—Use of rooms noted(all floor levels) 4,—XMafr Framing Plan-all floor levels represented? Loft,crawlspace,etc. Deck Framing Plan,including covered.porch framing Plan Detai `1 47:s _ framing details,truss lay-out may be needed,truss or stick framed? r� Wall Framing-Does bearing-wall height exceed 10'?(Engineering maybe r1eII--uir�d) edinow amin g: Floorjoists: � �� ,Floorbeams:head marked plans: Typical header: l L L/ 9 It Z ting size,teinforcement ( N Concrete Walls- oes ncrete Wall Height xceed 9'?(E eering may be required)t,_)C.�, n gs at all exits? Less than 30"above grade? Y / N piretove: urnace-Location oJFurnace V` 'C dj ormation Shown-Fuel Type? L Location(s):es Marked on Plans panels(shear walls)marked on plans or lateral engineering? (Plans may not be approved iJnot provided.) be re uired R602.10.1 1� - ° —55% COMMENTS: ENGINEERING REQUIRED: Braced wall panels/braced wall lines are not marked on plans(R602.10) Amount and location of bracing does not meet minimum required in Table R602.10.1 IRREGULAR BUILDINGS(Irregular Shape)R301.2.2.2.2 Irregular portions of structures shall be designed in accordance with accepted engineering practice. A portion of a building shall be considered to be irregular when one or more of the following conditions occur: 1)Exterior braced wall line or BWP cantilevered or offset by more than 4' 2)Roof or floor is not laterally supported on all edges 2A)Portion of roof or floor extend more than 6 ft.beyond the braced wall line. 3)End of BWP extends more than 1 ft.over an opening more than 8 ft in width below. 4)Opening in a floor or roof exceed the lesser of 12 ft.or 50%of the least floor or roof dimension. 5)Portions of floor level are offset vertically 6)Shear wall lines do not occur in two perpendicular directions. 7)When a story above grade is includes masonry or concrete construction(exc: fireplaces,chimneys,and veneer). When this applies the entire story shall be designed.In accordance with accepted engineering practice. DESIGN CRITERIA:Wind 85 mph exp B(unless proven otherwise), Seismic Zone: Snow: psf 2003 IRC Plans submittal checklist simplified/WORD MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT WSEC/VIAQ Compliance Application Owner: V�s 6 Telephone:3 b o 74)g zZ Parcel#: ,S-& Type of project ( ) New Residence ( )Addition ( ) Remodel Total Sq. Ft. _, 7sF or : 2" floor: Heated Basement: of heated area:: ' s`� � /0 7 c/ Heating System Type: , O Electric wall heater O Electric Central Furnace O LPG Furnace ®Heat Pump with electric furnace O Heat pump with gas furnace O Boiler, specify fuel type: O Other: S ecif Glazing Prescri tive O tion see reverse side circle one: Percentage: Compliance I II IV Method O Component Performance , Chapter 5— Calculation worksheets required Check one:., O Systems analysis, Chapter 4 O Whole House Ventilation system O Whole House Ventilation using a Heat Ventilation using exhaust fans&window or wall fresh air System vents (VIAQ 303.4.1) Recovery Ventilation System (VIAQ 303.4.4) Check one O Whole House Ventilation Integrated O Whole House Ventilation using an inline with a Forced Air System (VIAQ 303.4.2) supply fan. VIAQ 303.4.3) Window & Door Schedule (If needed, attach an additional sheet) Total Manufacturer Room/location U-Factor Size Quantity Square Feet Windows: Windows: Total Sq. ft. Doors: Doors: Total Sq. Ft Total window and door area Total window & door area (divided by) total sq.ft of heated area = %of glazing Fs�g — k7/ ) MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Permit Assistance Center SHELTON (360) 427-9670 BELFAIR(360)275-4467 Elma (360)482-5269 FAx: (360) 427-7798 WEB SITE: www.co.mason.wa.us P.O. Box 186, SHELTON 98584 2004 Washington State Energy Code (WSEC) 2003 Ventilation and Indoor Air Quality Code (VIAQ) effective July 1, 2004 Code Compliance Application Form The following information will be required for the WSEC and VIAQ plan review: 1. Complete the Washington State Energy Code/ Ventilation and Indoor Air Quality Code (WSEC/VIAQ)application located on the reverse side. 2. Complete the window and door schedule on the reverse side. Include all windows, skylights, sliding glass doors, french doors and any door that is more than 50% glass. Use rough opening dimensions of the windows and doors. Information about the U-factor of the window will also help to expedite the energy code review. If you are complying with the WSEC by prescriptive path and are using the area weighted average method you must include your calculations. 3. On your building plans note the location and fuel type of water heater, location of exhaust fans (bathroom, laundry, kitchen, etc.) and R-factor of insulation proposed for walls, floors, ceilings and slabs, 4. Questions? Call Mason County Community Development at (360) 427-9670 ext. 352. Additional WSEC and VIAQ compliance information is available on the internet at: httpJ/www.energy.wsu.edu/code/ Prescriptive Requirements "for Group R Occupancy Climate Zone 1, Table 6-1 Glazing Glazing U-factor Wall Wall Wall Area%of Door Ceiling Vaulted Above interior" exterior Slab4 Option Floor „ U s 2 Ceiling3 Grade below 4 Below Floors on 10 Vertical Overhead Factor 12 grade Grade Grade I 12% .35 .58 .20 R-38 R-30 R-15 R-15 R-10 R-30 R-10 II* 15%* .40 .58 .20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 IV Unlimited Single Family Res .40 .58 .20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 (R-3)Only *Reference Case/Call (360)427-9670 ext.352 for footnote information. Log &solid timber wall with a min. avg.thickness of 3.5"are exempt from the above grade wall insulation requirements. MASON COUNTY PERMIT NO. BUILDING PERMIT APPLICATION 426 W. Cedar- P.O. Box 186, Shelton, WA 98584 C) Shelton (360) 427-9670 • Belfair (360) 275-4467 - Elma (360) 482-5269 3 ' On the web www.co.mason.wa.us APPLICANT INFORMATION 1 CONTRACTOR INFORMATION Owner ,:;/;�?°� /b1el/S5A Vc�5aAv Company Name 115ALA ( Mailing Address 411A Sk c R r dA A/ Ra. Mailing Address, LI3 05 S� a.••� hga' Ss K City-B I:p►VuV!tA2,d State W_Zip Code 9 25/O City O 1 i c. State W i� Zip Code 95501- Phone 3la h 6L7a=4 -zOther Ph. Phone 1 yt4— W>02- Other Ph. 5" Zto Lien/Title Holder W- S+ _0,j Ud MI.,� Contractor Reg. # 96AU L-c-X.D91N# Exp. 3 - 01 E mail address Y U b Roc y oWA E Mail Address Drivers Lic.# </ DOB // - 80 Drivers Lic.# DOB t1 ", SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic— Existing Septic Connect to Water System Name of Water System -su 4J sue' t I- Well .� Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. :-t ;k 1 2E 7-7000 & D Fire District Legal Description LQo4c k4 - o ub virox/ —OU d -•• Site Address (Please include street name, street number and city) -r4✓ .Av Sw q va F'f- AE,c Directions to site I S� `7Z�w,vsti� z .t/o�fi� �k ,vqA / �., PC 1F Cx p w r ea 1 I Z'rY oti'/rA /s r 41 j Q a ka k Cr' Will timber be cut and sold in parcel preparation?Yes o a,9 ° +c A"s�/s-G^% �'�t�'� Is property within 200'of Saltwate ake River/Creek 6 Pond �Q egos c-f Wetland °t�'C' Seasonal Runoff .A/1) Stream Slopes or Bluffs 15 0 A Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New k Add Alt Repair Other PRIMARY RESIDENCE Q, SEASONAL ❑ Use of Building n Describe Work No. of Bedrooms - No. of Ba rooms r Square Footage- 1st Flo 2nd Floor07 3rd Floor ti_d Basements Deck A'C Covered Deck XJ d Other Sq. ft. Garage •J(1 0 Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make 4/A _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. OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OFAPR' INSPECTION.INACTIVITYOF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THEAPPLICATION. X SS INSPE Date: Owner/Owners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department k� Planning Department Environmental Health Department rJ r!O 5 Fire Marshal FEES Buildinq Permit Fee 1 2 Site Inspection Plan Review Fee EH Review Fee Plumbinq & Base Fee O'L oo Planning Review Fee Mechanical & Base fee 8g• La Other _ Wood /Gas/ Pellet Stove Fee State Fee • 3 Violation Fee I "o CA.)r Pre-Paid at Submittal Valuation $ 2 3 6(o - TOTAL FEES ® L�F - �V�f LA,� U �4 C- �- 0 qz . �4",o qa0-O�rj 0-L �� MASON COUNTY PERMIT NO. 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 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR ORMATION Owner A �-S U S o Company e e_ Mailing Address 40 E Mailincg Addr sg�'� �' City State tit Q Zip Code 1 - _310 City ' ,�- tate' ' Zip Code �r t� Phone 340 `�G"� Z Other�h Phaq Other Ph.Z 0'7 G� Lien/Title Holder w v f �v u Conti. Ctor Reg. E mail address v 51 1Z oc -=. C cv,—. E Mail Addressi Drivers Lic.#f{v�so WN R2.a 6Z L DOB ' 6—9 d Drivers Lic.# t3rw tic+�r 3 oc.�� DOB F' SEPTIC INFORMATION - Connect to New Septic7 Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. 2 OUo 4e o Fire District r Legal Description 'I �h�+�. S —l. 27 ,.(' I Icc- Nk fk •��Pu�. ¢ 51- - be,// rte_ r"'y z3 -fA Site Address (Pleasa include street name, street number bald cit o s L t- Directions to site H'w in 6 -C TT �'' `` le � "' 'I `l a-►� -s f c L.+ �.a. i L N e Is property within 200'of Sa tw ter Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% TYPE OF JOB - New_�OAdcl Alt Repair Other Use of Building Location of Fixtures/Units - 1 st Floor 2nd Floor Basement Garage Closet PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric,--Z LPGL_ Natural Gas_ Heat Pump_ Toilets * 2- Type of Unit No. Fees Bathroom Sink I111P Z Furnace Bath Tubs _Heatpumps Showers o Spot Vent Fan Water Heater i Propane Tank Clothes Washer Kithen Sinks /,Oas/Pellet Stove Dishwasher hen Exhaust Hood Hosebibs Dryer Vent i Other t1Tt Other,. Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. X ,�+ • ,t<� /tr A/S a,,,/ Date: �'_Z.�— O Owner=wnersRepresenta Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Planning I'd Ck# Date Bld Pd Receipt No. DEPARTMENTAL REVIEW APPROVP DENIED NOTES Building Department Occ Group-Type Constr.- Planning Constr.- Planning Department Environmental Health Department FEES Plumbing & Base Fee Site Inspection Mechanical & Base fee UFC Plan Review Fee Wood/Gas/Pellet Stove Fee Other Violation Fee TOTAL FEES Dec 20 06 10: 28a George Wittler 360GS75400 p. 2 1 • �4 George B.Wittler AIA Mason County Department of Community Development Building Inspections 426 W Cedar Street Shelton,WA 98548 December 19,2006 Project: Hudson Residence,Permit#BLD 2006-00268 Subject:Concrete stem wall revision for foundation wall,footings and drainage. Dear,,Building Inspector Attached herewith: Concrete stem wall details are provided for an intcrior/exterior back filled concrete stem wall condition and attachment to an existing wall.Also,concerning interior footings,anchors and rebar doweling,the use of epoxy material indented for the use of setting these materials is structurally acceptable,minimum anchor depth is 4 inches or per manufactures specifications. Floor stabs and interior footings place over disturbed sub-grade shall be compacted to 95% compaction unless native soil.An alternative is to back-fill with a non-compressive material such sand or pea gravel in lieu of compacted earth. George B Wittler AIA Azon Design International. PLLC 17791 Fjord Drive NE.Suite N 140, Poulsbo, WA 98370 Direct(360)779-6699. Fax(360)697-5400. E-Mail georec(ii)azon.us Dec 20 06 10: 28a George Wittler 3000975400 P. 1 TO: � , DATE: I2f f COMPANY: FROM: FAX#: #OF PAGES ❑HARD COPY TO FOLLOW RE: REMARKS: V4 If you do not receive all pages in legible form,please call(360)779-6699 PRIVILEGE AND CONFIDENTIALITY: The information contained in this facsimile is privileged and confidential,and is intended for the named recipients only. If you have received this communication in error,please notify us immediately by telephone and return the original message to Azon at the address shown below. Thank you. Azon 17791 Fjord Drive N.E.,Suite N-140 Poulsbo,WA 98370 Voice 360-779-6699 Fax 360-697-5400 Dec 20 06 10: 28a George Wittler 3000S75400 p. 3 k Vz mc4o v rex'T. ©V �2 W O V4 X Z-V2 /W64O 2S (, <M W c6pic WA-ca.., A,t D 1' G 11 �b1 C)O 1 r T -Z-X ao t i oa Ea) W- CA FAJ6,ai c_ , fi) 1-1 M 4 tt P-12 Pv c n r;e/o K �� - -P�� f Dec 20 06 10: 28a George Wittler 3606975400 p. 4 -7,17 v2 l�Nc e col�'•Ca e nc, Z- s-eel 130-ck4 w aLt e 100 �-- FkPe WWTH rC �l , OA MDT ENGINEERING 31403 S. 44 Mnue South Auburn, WA 98001 253-887-8725 Structural Calculations. For Gallup Building & Design Hudson Residence ,,OtES February 15, 2006 UVA�- pages o� 511E�1T GyA�dCaES FUR APPP F� U P�PFUR�titiG W pjws inetu.d�e--�� that lu�S p �o� cng ns r0n�c� n � to ppi'vved S MUST�� TH�S�TEE ag SITE A 0 4N�PtCT10N 1= Ati.CURROT WA V0R MgST M , a : T014 STATE COGS WAS IN0 ,,•,. Y Building Official: Please accept this engineering packet only with a wet stamp and only for the site noted above. Ito f95 MDT ENGINEERING 31403 S. 40 Avenue South v Auburn, WA 98001 253-887-8726 Table of Contents Page No. Scope of Work i Structural Notes Shearwall Schedule Structural Details iv Lateral Analysis 1 - 9 Vertical Analysis 10 — 12 Foundation Design 13 - h MDT ENGINEERING 31403 S. 44 1h Avenue South Auburn, WA 98001 253-887-8725 Scope of Work MDT Engineering was asked to provide structural calculations for the proposed structure. The following items are included: 1. Lateral Analysis with Basic Wind Speed = 85 MPH, Exposure C, Seismic Design Category D 2. Vertical Analysis 3. Foundation Design We have provided the designer with a set of plans and 2 copies of the structural calculations for his use in obtaining a building permit for the referenced project. The scope of this agreement covers the design phase only. If site inspections are required by the Building Dept., these will be performed at an additional hourly fee of $100,00 per hour. Also, revisions to the original design will be billed at the hourly rate of $100.00 per hour. To reuse these calculations for another site, please contact MDT Engineering for review and approval. A new cover sheet is required with the new site address and an original wet stamp. Questions about the attached information should be addressed to MDT Engineering. Michelle D. Thompson, PE MDT Engineering, Inc. ' STRUCTURAL NOTES CODES AND SPECIFICATIONS 1. Intemation Building Code, 2003 Edition 2, International Residential Code, 2003 Edition 3. Simpson Strong Tie Connectors &Anchor Systems Catalogs —2004 4. Fasteners in contact with pressure treated wood must be stainless steel, ZMAX (G185 HDG per ASTM A653), Batch/Post Hot-Dip Galvanized (per ASTM A123 for connectors and ASTM A153 for fasteners), or mechanically galvanized fasteners (per ASTM B695, 1 Class 55 or greater). Uncoated and painted products should not be used with treated wood. When using Stainless Steel or hot-dip galvanized connectors, the connectors and fasteners should be made of the same material. DESIGN CRITERIA 1. Wind Load International Building Code-2003 -Simplified Method, Basic Wind Speed = 85 MPH, Exposure C 2. Seismic International Building Code -2003 - Simplified Analysis, Seismic Design Category D, 1 = 1.0 3. Roof Load - DL = 15 PSF LL=ao PSF 4. Floor Load - DL= 10 PSF LL=40 PSF 5. Deck Load - DL= 10 PSF LL =40 PSF 6. Soils -Assumed 1500 PSF Allowable Soil Bearing -Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. Concrete - 3000 PSI @ 28 days - Grade 40 reinforcement -minimum 3" cover for all reinforcement except as noted at retaining walls or other details 8. Mortar -Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan; All lumber, unless noted otherwise Hem-Fir#2 or better Glulam beams 24F-V4 Fb=2400 psi 1 3/4" Microlam, LVL E=1800 ksi Fb=2600 psi 2 11/16", 3 '/", 5 %,° & 7" Parallams, PSL E=2000 ksi Fb=2600 psi 2. When top plate is interrupted by header, header shall have strap connectors to the top plate each end. Use 2- Simpson MSTA24 connectors, UNO. 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wall schedule. 4. Floor and roof diaphragm nailing shall be 8d common @ 6"oc at ail supported panel y edges and 8d @ 12"oc at intermediate-supports. 5. Floor and roof diaphragm nailing shall be 8d common @ 6"oc at all supported panel edges and 8d @ 12"oc at intermediate supports. h SOIL CONSTRUCTION NOTES 1. All footings and slabs shall bear on undisturbed soil or fill compacted to 950/" Modified Proctor. 2. Assumed allowable soil bearing pressure = 1500 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall verify all dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided. Any proposed field changes to have the prior approval of Engineer. T FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING 18 11-8"X 11-6" 8" 244 EA. WAY ti 24 2'-0"X 21-0" 10" 344 EA. WAY 30 2'-6"X 2'-6" 10" 345 EA. WAY 36 3'-0"X 3'-0" loll 345 EA. WAY 42 31-8" X 31-6" 12" 345 EA. WAY .48 41-0"X 4'-0" 12" 445 EA WAY 54 4-6"X 4-6" 12" 445 EA WAY NOTE: FOOTING DESIGN 1S BASED ON 2500 PSI CONCRETE AND AN ALLOWABLE SOIL BEARING PRESSURE OF ,1500 PSF: Y F SHEARWALL SCHEDULE (Revised Nov. 2004 MARK SHEATHING FASTENER SPACING; BOTTOM PLATE FRAMING ALLOW- NOTES II @ ALL EDGES NAILING OR ANCHOR ANCHORS ABLE BOLTS (NOTES: 7&8) SHEAR 1 7/16" MIN APA RATED .131'x2'Y4"mfn @ 6" cc .167x3%''min@ 8"oc A35 @ 2'-4"oc 1A SHEATHING OR or OR OR 130 PLF 2, 5 APA RATED SIDING 303 14 GA. 6"00 W AB 5'-6"oc HTC4 @ 2'-4"oc 7/16" MIN APA RATED .131"x2%"min @ 6"oc .167"x3'/z"min @ Sbc or A35 @ 18"oc 1 SHEATHING OR or %"AB @ T-2"oc or OR 230 PLF 2, 5 APA RATED SIDING 303 14 GA. 6"oc 5/8"AB @ 4'-6"oc HTC4 @ 18"0c 7/16"MIN APA RATED .131"x2'/4"min @ 411oc .167"x3%'min@ 4"oc or A35 @ 12"oc 2 SHEATHING OR or W AB @ 2'-0"oc or OR 350 PLF 2 APA RATED SIDING 303 14 GA. 4"oc 5/8"AB @ T-0"oc HT04 @ 12"oc 7/16" MIN APA RATED .131"x2'/4"min @ 311oc %4"X5" LAG SCREW A35 @ 10"oc 3 SHEATHING OR. or @ 7oc or OR 451 PLF 2,4, 9,10 APA RATED SIDING 303 14 GA. @ 3"cc '/"AB @ V-6"oc or HTC4 @ 10"oc 5/8"AB @ 2'-4"oc 7/16" MIN APA RATED .148"x2%"min@ 3"oc '/4"X5" LAG SCREW A35 @ 8"oc 4 SHEATHING OR or @ 6"cc or OR 545 PLF 2,4, 9,10 APA RATED SIDING 303 14 GA. @ 2 Wcc• Y2"AB @ V-4"oc or HTC4 @ 8'cc 5/8"AB 2'-0"oc 1/2" GWB 5d COOLER OR GWB .167"x3'/"min@ 6"oc or A35 @ 18"oc 5 BOTH SIDES @ 4"oc or#6 x 1 %" %"AB @ T-0"oc or OR 125 PLF 3 SCREWS @ 6"oc 5/8"AB 4'-2"oc HTC4 @ 18"oc 112"GWB 5d COOLER OR GWB 167"x3'/z"mfn@ 8"cc A35 @ 2'-4"oc 6 ='` ON'INSIDE FACE ONLY @ 4"oc or#6 x 1 lA" or OR E62LFN9, SCREWS 6"oc '/"AB 5'-6"cc HTC4 2'-4"oc ' APA RATED .131"x2%4"mfn@ 3"oc %"x5" LAG SCREW A35 @ 6`bc Jfi1'HING BOTN Sfor@ 3"oc or OR LF 14 GA. 3 oc 6/8 AB 1 -Tbc HTC4 6"oc JNOTEQ3 , t- 'i�LL %�STENEIRS SHAL ,'WEEP THE FOLLOWING CRITERIA: 0,131 DIA X 2 '/4" MIN, 0.148" DIA X 2 '/" MIN, 16D 'COMMON = 0.167" DIA X 3 W MIN, 5D COOLER = 0.086" DIA X 1 5/8"MIN, 5D GWB =0.092" D(A X 1 3/" MIN, 15 GA .STAPLE=0.072" DIA X 1 '/z" MIN, 14 GA STAPLE=0.080 DIA X 1 '/"MIN 2. -ALL APA RATED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12"OC OR STAPLES AT 10"OC ALONG INTERMEDIATE FRAMING MEMBERS. 3. ALL GWB SHEATHING ON DESIGNATED SHEARWALLS SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE AT ALL STUDS,TOP AND BOTTOM PLATES AND BLOCKING. AT SHEARWALL TYPE 6 AND 6,THE BLOCKING AT THE HORIZONTAL PANEL EDGES AT THE INTERIOP PORTION OF THE SHEARWALL IS NOT REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BOTTOM PLATES IS STILL REQUIRED, 4. AT GARAGE JAMBS, REFER TO LATERAL RESTRAINT PANEL DETAIL,5/3. 5. PROVIDE 7/16"MIN.APA RATED SHEATHING (PLYWOOD OR OSB)OR APA RATED SIDING 303 OR INNER SEAL OSB RATED PANEL SfDING ON ALL EXTERIOR WALLS DESIGNATED AS SHEARWALLS. 6, WHERE PANELS ARE APPLIED ON BOTH SIDES OF A WALL AND NAIL SPACING 1S LESS THAN 6" ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS, SEE DTL. 8/S FOR SHEAR TRANSFER HARDWARE AT EXTERIOR SHEARWALLS AT ROOF WHERE FRAMING IS PERPENDICULAR TO WALL. SEE DTL. 7/S FOR LOCATION OF FRAMING ANCHORS AT GABLE ENDS. 8. AT INTERIOR SHEARWALLS AT ROOF PARALLEL TO THE TRUSSES, REFER TO DTL-6/S. TIE SHEARWALL TO ROOF TRUSS WITH HTC4 FRAMING ANCHORS SPACED PER SCHEDULE OR EXTEND SHEARWALL TO ROOF AND SHEATH AND FASTEN PER SHEARWALL TYPE CALLED OUT BELOW, 9. ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3X MEMBER @ SHEARWALL TYPES 3,4,AND 7, FOR EXAMPLE, PROVIDE A 3X STUD AT VERTICAL JOINTS IN THE SHEATHING. 10. FOUNDATION SILL PLATES AND BOTTOM PLATES OF SHEARWALL SHALL NOT BE LESS THAN A SINGLE 3X MEMBER @ SHEARWALL TYPES 3,41 AND 7. ALSO, PROVIDE A 3X MINIMUM WIDTH MEMBER BELOW SHEARWALL TO RECEIVE LAG SCREWS SUCH AS A 3X RIM JOIST, 3X JOIST BELOW SHEARWALL OR 3X BLOCKING BELOW SHEARWALL. @ SHEARWALL TYPES 3,4,AND 7. o ` D 1 ,l 2x �Tu�s -- 4 �`, ANCHOR BOLTS PER �INt.P�ti �G1�dI�1�tl —� SHEAR WALL SCHEDULE. i EDGE NAILING I ID ESOT. P li SILL PL.' : �@lrla -r I ., 2 ' 11 ` III — Foul ` D 4T I ON WALL COPYRIGHT 1995 MDT F_'ngineerine JIM NO• t:114Y'6N.1� "��T "°� °�""� MDT Engineering �_,.�,.�\ M.G.T. Constilling Structural Eilgineera DATE Sr,ILE ---- 284 L'1 68f.1s Ate. 5. l,u Auburn, WA 9801)1 �� f,11CI1�L1,E U. 1'IIOA1PSgN, P.E. (290) 9•Ifl—I11110 DRAWN idn:ATION Roginlored Profoaslaual Englnoar poc:Ucoi`1 _ NDTr VI Cab 7YP, I RAGA l d N - DV) ; �� if 11 L7� it Ile Coneuljtlnng�Strtt txW Engineer 5H7 I NG.� 2903!l91h Ave.S. Auburn,WA 9OW1 . �I�I•^ `�,..� JOIN' �,4C1� �11Ac1 L rD FE;,t� �Jf L¢arc �' J ar�->� F�Z�c,c,� -ram. w►d-�t� 5 USE TOP FL NAILING PER SW SCHEDULE i 4 EDGE NAILING PER SW SCHEDULE. SIMPSON 'HRAMING . ANCHOR PER SW SCHEDULE. 3 SHEATHING PER PLAN d SW SCHEDULE. z T�T-FICAL INTERIOfR 6NEARWALL. [DETAIL W 1 NO 5 H E A RUJA _L A 15 O VE MD7 E COPYRIGHT 19ng 1 9DEET 140. DETAIL MDT Engineering 10B NO. cumEO 2 M.D.t. Consulting Structural Engineers DATE srALE S 29413 GOLI► Ave. S. II Auburn, AA 90001 MICHELLE D. THOMPSON, P. (206) 046-0610 DRAWN LOCATION I Regielerod ProTessionsl Engineer Doc:Ur-ot-1 s 50TTOM FL NAILING PER SW SCHEDULE . I 514EATPING PER PLAN 4 5UJ 5CHEDULE. I i 2x STUD5 4 'PLYvlk�©tom _i7'. SIMPSON FRAMING ANCHOf@ PER 5W '2 L)I eev f 5IMP50N STRAP PER PLAN. CENTER ,144j ON RIM JOIST. AT INTERIOR WALL '/' SLOT PLYWOOD. x W l � I/ WALL I�✓IA II--L f5F-L Oj l✓J GOP RfGN7 1995 � MDT Eneolneering ' NIJfBT ND. UE1'Ali. MDT Engineering 4 q� Jpl No, Shs6'tUft --� 7 M.D.T. 3 Consulting 9LruoLurel Englueers DATE Hums 29410 681.Is Arts. S. Auburn, tt,l 90001 AlICHE118 D. THOMPSON, P.E. (Z98) 046-0010 DRAWN I.01'A"UH .�"--''� Registered Profeesinnel Bslglnear DOGUC[:M 8 D 1 • J - SNEA1'NINCx PEP PLAN .' 4 SNEARWALL SCHEDULE, BOTTOM PL NAILING - PER SW SCHEDULE '1 SIMF=SON STfRAFP-- r IF JOISTS ARE PER PL,4N. �� PERPENDICULAR SLOT PL-rWOOD. d BEND TO 5HEARWALL, ^ S'i'R,4P JST OR BLKG. PROVIDE 2-2x BLOCKING BTWN JOISTS FOR FULL LENGTH OF SW, • r, \ W LL J . i ;GCE NAILING.:PER (L SCHED. LL IF JOISTS ARE PA IZA L.L 81, TO SI-IEARWALL, PROVIDE DBL JOI5T UDDER su SW, T -FI AL eHEAfRWALL DETAIL WHERE WALL DOES O I •-OCCUR ,5ELOW GDT��`7gEne�r�l'1g i 1M.r NU. MAIL MDT Engineering JDD ND. CIIC�KBD Consulting Struclurul Eughtecre DATE ,qCALF --- 29.119 Mli Arp—S. AuhDt7t, )Y,t 911001 =i hilti1RLLLl it. 1'Ilow'soN, P.E. (20r) U'lo—tUtlD nR4t/N 1.0cAn `—" iirgisl.errd t'rofentiluunl Rnt;inrrr C�'�C:LI�•�;I`f "MDT' Ir�eer'�n '` Au1�r�rr�;:ANA 980D1 �,�.U5=94tr,881D . 1 j 6imp,eoh.l 17N rvpAcry i Jb 71)Vkl Mew rA ` G� OAJ Poe i _M • .. .. f/ r 1 (J'r L'-/� �F+F �.r\✓tee Consumngg Structural Aglneer 29413 59tft Ave.S. Auburn,WA 98001 . ., IJO 141 1 >A f5/Q G MDT Engineering Consulting Structural Engineers 5513 S. 300th Place Auburn,WA 98001 Lateral Analysis (253) 946-8$10 Wind Design: Per 2003 IBC-- Simplified Wind Load Method Northwest Washington Wind Speed = 85 MPH Exposure G Mean Roof Height less than 30 feet From Table 1609.6.2.1(4) This factor varies based on mean height and exposure category. H = 30' or less Height and Exposure Factor = 1.4 H = 35' or less Height and Exposure Factor = 1.45 H = 40' or less Height and Exposure Factor = 1.49 Horizontal Wind Loads: From Table 1609.2.1 These loads vary based on wind speed, roof slope and height and exposure factor. These are the maximum values for any roof slope. Zone A = 15.9 PSF x 1.4 = 22,26 PSF Zone B = 8.8 PSF x 1 A = 12.32 PSF Zone C = 10.6 PSF x 1.4 = 14.84 PSF Zone D = 7.0 PSF x 1.4 = 9.8 PSF For Horizontal Design Loads, use maximum load of 22.3 PSF in all zones and directions. MDT Engineering Ccnsuiting Structural Engineers 5513 S. 300th Place Auburn, WA 98001 LateMI Analysis (253)946-8810 Seismic Design: Per�003 IBC — Simplified Analysis Northwestern Washington Soil Site Class D Seismic Use Group 1, 1 = 1.0 Fa = 1.0 Ss = 1.5 Sms= FaxSs = 1.0x1.5 = 1.5g Fv= 1.5 S1 = 0.5 Sm1 = FvxS1 = 1.5 x 0.5= 0.75g Sds = 213xSms = 213x1.5 = Z.Og SO = 2/3 x Sm1 = 213 x 0.75,= 0.50g From Table 1616.3(1) and 1615.3(2),'Seismic Design Category D V= (1.2 x Sds x VIr7 / R W = Dead Load R = Response Modification Factor R = 6.5 for light frame wails with wood shear walls V= 1.2 x 1.0 x W/ 6.5 V= 0.1846xW _ _ �Nl}of : 1 1 1 i 1 I E` i • i i i r -Q D - .. ZP 01 tb . .'. . _ Zo oe '` 4 .. _.. _ .. �. QN ,� � 2.9� i � � � , � � � . t f _f � � � _ . . � ._ _ q �� � � .. _ _ _ � � �� : . o �.� � �� � - , , �� � � . : � �- . MDT Engineering �� ✓ z�ls�� Consulting Structural Engineers 5613 S. 30+Oth Place Aubum, WA 96001 (253)946-8810 SW TRdB,AREA TOTAL' LENGTH OF WALL SHEAR PER SVV SHEAR FOOT TYPE 32(If Pcr- 2 D fi ZZ•3 �GJ��( 5,S't5s = / /42 r3 5z 22 IA ,12�J �t�F4 ZZ �J{ �j 1 T89Z $.33t10,6� is 33r 2I 33' 22 (_ f Jam" e,IzS 10.o o,aq 9+16 9t1+4 - IB 2,�s'- ,�z" '24-) P� Z g 16 9 !r4 —133ZZ, +1 C1 1465 4# 3 f '-r 4,-s'-r n E Z. /� � �C� PLr Z 45 2498 Il.=112-Pcf �� �• t2zt sp. � 24�f3 - t� • 5�33 r�57�t06� i o.coy � '�` �s • _ . .. . , - e t2� T�o23� 8 _l6b . . Gqc� r® 15U / 2� �o • _......___. 11 fe -i b GP O. �4 isO �_...... . .. .. Isgo MDT Eno neerI g .:�9�•-13 5�ti�:i4ve:�5. Auburn„rWX98001 206- 46-8810 u PPOV c ram !�t�otiJ 74 CO-i5,z 4 p 7 w )2 FOOTING SCHEDULE MARK, SIZE DEPTH REINFORCING MIPVQ - &ZA21 18 1'-6" X 1'-6" 8" 244 EA. WAY 3 24 2'-0"X 2'-0" 10" 344 EA. WAY �oG�00 30 2'-6" X 2'-6" 1011 0" 345 EA. WAY 3�S 36 _ 3'-0" X 3'-0" 10" 345 EA, WAY 42 3'-6" X 31-6" 12" 345 EA. WAY e 3-7 48 4'-0"X 4'-0" 12" 445 EA WAY :2--G00 54 4'-6" X 4'-6" 12" 445 EA WAY J NOTE: FOOTING DESIGN IS BASED ON 2500 PSI CONCRETE AND AN ALLOWABLE SOIL BEARING PRESSURE OF ,I500 PSF. I APPROVED > MASON COUNTY DCD PLANNING SITE PLAN REQUIRED TO BE ON SITE C GES SUBJECT TO APPROVAL By hNIDatIf e I t Q Lb / ' o Ar— o v Tit Q r �) 196 ti ECEI ED REC IVED ' 8 2006 26 W. QEDAR ST: o, Tp'' ��';- 167 6 '",b a4S 6-5 Cleo cr. ' NNW Cl)1 3-ow y, > Q pU 5 W c7r 0 OIL W bOD�D�(L6 zw i mama �l W a �► a a W _ 1 z 94 C � r F u a �' WDObGp 39q ' �/�-c � Ine l��s� �u�s o�✓ z21 g —7? - ooeo v Z,o 1,p7 lv - 6 J vbe-s k�3�3ERAL NOTES >i ml '' ':�; irie; SE OF SHIM5 AROUND WINDOIJS 18 CO•IMON PRACTICE. 4.IT IS VERY IMPORTANT THAT THE PROW WALL BE VERTHESE SHIMS ARE NOT SHOW ON THE DETAILS. CONSTRUCTED ACCURATELY,ACCORDING,TO PLANS.TO _9,PLACEMENT MAT VARY.TOLERANCES HAVE BEEN INSURE PROPER FIT OF WINDOWS. - (-5GNEDINTO THE BUILDMG8 FOR THEIR USE. 5.CLEAR CEDAR TRIM(•411-C,Ix4,'412-C,bc6),IF PROVIDED.JOINTS SUBJECT TO AIR OR WATER INFILTRATION 15 SUPPLIED IN ONE FOOT INCREMENTS.CHECK PARTS BE ADEQUATELY CAULKED,SUCH AS AROUND WINDOWS. L15T FOR LEWTUS AND OUTANTITIES.PLEASE VERIFY RS AND BEAMS PROTRUOf G TW12J EXT.WALL. LOCATIONS FOR ALL PIECES OF CLEAR CEDAR TRIM BEFORE INSTALLATIpL 5,_CONNECTORS.NUTS.BOLTS<WA5WER5 ARE ASZ PLANS. 6.SOME MATERIALS CALLED OUT M THESE 0 " DETAILS MAY NOT BE PROVIDED BY L.C.A. Dn REFER TO DE516N SPECIFICATION SWEET FOR ACTUAL MATERIALS PROVIDED. l 5, K j EXTERIOR TRIM SCNE LE �+ 6 x a SIDNG TYPE I x•VERY.TAG 1 x 8 BEVEL WARDIPLANC a I x 8 HORIL T.0 I x 8 HALF LOC. CEDAR 9HMGLE9 y E PROUD PEAK RECUT SIDING (2)•%1,1.3/8' .V1' (21•469,I•x5.IR" RECUT SIDNG (2)•415.IJ,7"x5.IR" I i 3 Z � Qi i o PROW GORIER RECUT SIDING (2)•%0,I 8"x3.IR' (2)•%8,I'x3.1!!' RECUT SIDING (7)•413,LV2'x3.IR' I�'LL I p I WNDOW a DOOR 5'-0 lro• 5'-m 9/16 w yf j I U NONE •460.U 13.IR" •468.I'x3J/2' NONE •413,U/U'x3.V1" RF.O. RFA. NEXT TO F-06T a y) 7 WINDOWS a POOR NAVE (I1•% .13ro"x3J/2' (U•%8.I'x3.IR• �E (U•4B SU3.V!' U NEXT TO POST (I1• ,L3ro"x5JR' (U•469,i•xS.VU• ,I.IR I D Z 09 WINDOW/DOOR HEAD AND SPREADERS NONE •% ,L3ro"x3JR' •468,1'x3.VJ' NONE •413,LIR'x3.V2" 3 3 W 4 < Opm O TRIM MATERIAL WILL HAVE ITHER A"C'DESK,NATION AFTER THE;�tR FOR—IN I5WED CED OR i m Z 0 DE5I3NATIGN FOR STAINED. Nw LIF'R999-0i U�V W j . Q> Q00 Iw PH ~ SHEATHING PER PL •1�-110 ,TOP GOER OF SPREAD R a m xvl as'p I> STRAP TIE MAY WAVE TO BE BEVELI> rc BLOCKING AS O PROD V . (L zzD o <WALL PER I z107d. ;a •412.2x4 ILER I QU'w0 im �yU 922-06 L READER Z z w 7 w, NAILER ZUla..w Iw 10 �180-35 CLIP L z 5 WQ Yw Ow Iw u %36-C.CEDAR TRIM O Q ID UK O U %11,WEDGE I V{ LINER PER PLAN WINDOW PER PLAN (2)2x6 STUDS PER PLAN r D Mll-C,Ix4 CEDAR TRIM, CUT IS •618.(2)4A2 U.EDGES FOR TOP and BOTTOM m V Yl2-C,Ix6 CEDAR TRIM $ E BOTTOM OF FILL ALL VOIDS w/INSULATION •iB0 llm HL� 3 ro •150110 I RAFTER22,31 "x 3.1/2"SPAC R TRIM DON SPACER T 3'NET STRAP STRAP TIE t •195-V16,FLA5WING10 Wp O Q HEADER P R PLAN I HEADER ER PLAN 7:T ct WINDOW PER PLAN - W v •412-C.Ix6 CEDAR T IM IL SHEATHING PER PLAN m n ' Ya32-C,CA911•G •180-3 ANGLE 1 1 -35 ANfaLE e "150-2 STRAP Q 1 AROUND CORDER SIDING PER PLAN n'� p� O EXTERIOR WALL PLAT $ ¢3 SEE TRIM SGHEDULE 8 1 K SIDNG and SWEAT ING PER PLAN PROW CORNER DETAIL D g q $d A E PROW WALL SECTION e O SCALE 1111" I'-0" DLIPR501-01 SCALE I.I!!' I'-0' LIPRB20-ml •150-2 STRAP 3yW��ooW .ho€e6 •180-10S STRAP (2)•{ll-C,Ix4 CEDAR TRIM s g _.'s a.e£ POST PER FLAN ` POST PER PLAN! •780-109 STRAP J •Ill-C.Ix4 CEDAR TRIM, VU -m 2 (2)•411-C,Ix4 CEDAR ON SIDES 51_1 lro" 5'-II 1/4" u 7 •412-C,Ix6 CEDA TRIM, r z TOP and BOTt •OP-1.6 CEDAR TRIM, 2 TOP and BOTTOM 3 x 3 :w p� ; '699,3 PLYWOOD U _ 6 .H T• Q EACH 510E 0 0 O O 1 0 O 4 MODULE 12/12 PROW SCALE 1/2"•1'-0' DSIPR412-01 wlNoow PER PLAN FRAMED ELEVATION FOR DETAIL REFERENCE ONLY WINDOW UNIT PER PLAN _"3/8"PLl•WOOD '618,WEDGES THREE PLACES FILLER EACH SIDE Yale,4/12 WEDGE EACH 9 Z 11 SIDING and SHEATHING m PER FLAN 51D1W.end SHEATH W U PER PLAN %IS,4n2 RI MOLD K U IM SCHEDULE w O 3 D PROW FRONT FACE W IL W w TWO WINDOWS rZ PROW PEAK, TWO WINDOWS 0 a $ B D SCALE U!S'.I•-0' DLIPR503-01 SCALE IJlU'•I'-0" DLIPR50d-01 ORDER NUMBER PACE 14 ORDER+ 106