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HomeMy WebLinkAboutBLD2010-00054 SFR - BLD Permit / Conditions - 12/20/2012 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 186 Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2010-00054 OWNER: PAUL HOLMQUIST RECEIVED: 1/29/2010 CONTRACTOR: FIXRITE SERVICES LICENSE: EXP: ISSUED: 4/6/2012 SITE ADDRESS: 61 E PORTAGE RD SHELTON EXPIRES: 10/6/2012 PARCEL NUMBER LEGAL DESCRIPTION: HARTSTENE POINTE LOT: 73 PROJECT DESCRIPTION: DIRECTIONS TO SITE: NEW SFR ST RT 3, R ON PICKERING RD CROSS BRIDGE TO ISLAND, L ON NORTH ISLAND DR, FOLLOW TO THE END, ENTER HARSTINE POINT FOLLOW TO PORTAGE RD TO SITE ADDRESS ON THE LEFT General Information Construction&Occupancy Information Square Footage Information No. of Bedrooms: 3 Type of Constr.: VB Type of Use: SF Insp.Area: No. of Bathrooms: 2 Occ. Group: R3U Lot Size: Deck: 200 Type of Work: NEW Fire Dist.: 5 No. of Stories: 2 Occ. Load: Building:1,468 Garage-Attached 264 Valuation: $ 159,428.60 Building Height: Occ. Status: Seasonal Basement: cov entry 64 Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: E 7.0 Ft. Shoreline: Ft. Water Body: na g Rear: W 5.0 Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: N 16.0 Ft. Shoreline Desig.: Not Applicable Year: Serial No.: Side 2: S 33.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Water Closets (Toilets) 2 Furnace<100K 1 Plan Check Fee GMM 1/29/2010 $842.50 S1201000000001 Lavatories 2 Heat Pump 1 Planning Review Fee GMM 1/29/2010 $205.00 S1201000000001 Bath Tubs 1 Ventilation Fan 3 Building State Fee DLC 2/11/2010 $4.50 S1201200000001 Showers 1 Fireplace 1 Building Permit Fee DLC 2/11/2010 $ 1,329.75 S1201200000001 Water Heaters 1 Exhaust Hood 1 Mechanical Permit Fee DLC 2/11/2010 $ 158.70 S1201200000001 Clothes Washer 1 Dryer Vent 1 Mechanical Base Fee DLC 2/11/2010 $28.50 S1201200000001 Kitchen Sink 1 Plumbing Permit Fee DLC 2/11/2010 $87.00 S1201200000001 Dishwasher 1 Plumbing Base Fee DLC 2/11/2010 $24.70 S1201200000001 ADJUST--Plan Check Fee DLC 2/11/2010 $21.84 S1201200000001 Hosebibs EH Plan Review KKK 3/18/2010 $ 103.00 S6201000000001 Water Adequacy Plan Revi KKK 3/18/2010 $ 103.00 S6201000000001 Total $ 2,908.49 BLD2010-00054 Please refer to the following pages for conditions of this permit. Page 1 of 5 CASE NOTES FOR BLD2010-00054 CONDITIONS FOR BLD2010-00054 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) 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 3) 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. 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 remov I of approved documents will result in failure of required building inspections. X �. 5) 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 .12 6) Washington State Energy Code Compliance has been approved using the following: Heat Type: Heat pump with Electric back-up, Compliance Method: Prescriptive option IV, Window(Max U-Factor):0.35, Skylight(Max U-Factor):0.58, Doors (Type/Max U-Factor):0.20 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38. X �'� 7) Per 2003 IRC -SECTION 1609-WIND LOADS- 1609.1 Applications. Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads prescribed herein. Decreases in wind load shall not be made for the effect of shielding by other structures. Per FIGURE 1609 BASIC WIND SPEED (3-SECOND GUST)the wind speed for Mason County is 85 MPH. X --_ BLD2010-00054 Please refer to the following pages for conditions of this permit. Page 2 of 5 8)' Per IRC-SECTION R905- REQUIREMENTS FOR ROOF COVERINGS- R905.1 Roof covering application. Roof coverings shall be applied in accordance with the applicable provisions of this section and the manufacturer's installation instructions. X /t-- 9) A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. X 10) The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. X 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 charged 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 revocation. 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 your project. X ` . 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 �--- BLD2010-00054 Please refer to the following pages for conditions of this permit. Page 3 of 5 i5) 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 Inspector shall be made prior to requesting additional inspections. X -- 16) 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 ,vim 17) All property lines shall be clearly identified at the time of foundation inspection. X .� 18) 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 County ordinances and building regulations. X /_ 19) 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 /—L—----- 20) Proposed structure(s) must maintain a minimum of a 5' setback from all property lines, easements and 25'from all County and State Road right of ways. Setbacks are measured from the furthest projection of the structure. X 21) 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 22) 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 Z4 23) Prior to final approval, all upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X A;L-1- BLD2010-00054 Please refer to the following pages for conditions of this permit. Page 4 of 5 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 Mason CountXaQQess to the a ove described property and structure for review and inspection. OWNER OR AGENT: cz..% DATE: y l a BLD2010-00054 Please refer to the following pages for conditions of this permit. Page 5 of 5 A co F, CONCRETE MECHANICAL} MANUFACTURED HOME r_jO Date ��/ Z By O o Footings /Setbacks 77 Ribbons ic Gas Piping 10 o Interior Date By Interior-Date By Dam By A Cn Exterior Date 15 1Z By (,yQ)(� Exterior Date B Set-up Point Load J Isolated Footings INSULATION Date By BG i SLAB INSULATION —-- - - - Date By Data By FIRE DEPARTMENT C Foundation Wails Floors Date By r Date By Date f Z By DECKS FRAMING Walla Date By Date By Data By PROPANE TANKS PLUMBING vault Date By Date By OTHER Groundwork Attic Type- Date By Date By Date By D.w.v DRYWALL Type- Int Brace Wall Date ay Date — — 8Y Date By FINAL INSPECTION 0 m v y Water Line Fire Separation C CD DateDL By Date By Date By � O s Pass or Request Inspect. Type of Insp. Fail Date Date Dane By CommentsCD o �,Y1t� PG S S -f 30 1 L Z t O' �• cD �.v�•� d �- a I L )gel S-t'_ (N r Nl s v 41�-✓zc��fie. L���..� l�tT�c. `n 0 C 1 ` (/1 � fD L 7 - L z '/L � }-tiw SS /Z-/ /L /21a- Z �✓ v m 0 Permit# 16 —ot o t MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location Alv 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 compliance s — /�. i 3 C L -I I " 4- 1 cf 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 ❑ This is not a complete inspection isasteauman made" p p disasters.This is NOT a Date Department I 42� CORRECTION NOTICE. Inspector D* f %LOT i ' 'Info z'A, ' THf , T" * Permit#fl `� MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location </ This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items listed below must be corrected to gain compliance /✓ 4,o— `S) © F S N ,V i4S �— 01, _ _ a x.= fS JO L 4 Z, 2 ,%//YlL_' , Ll /Y 4/ /z- X f OL 4 6 X- � G - G YW�ereby ou r notified that the above corrections shall be made d FOE PROCEEDING WITH ANY FURTHER WORK for re-inspection whe corrections re mad before continuing ❑ please contact our office ,Oct /i 7� T-- G ❑ e Cor��ctions�ems will be iche�cd on next inse`ction j� regarding possible structural /liOT natural/man made /��dc�T,� — ww�o� damage incurred by recent not a_complete inspe 1—ction at � 1 disasters.This is NOT a D e — / � � artment � L� CORRECTION NOTICE. r Inspector D* N* ,0T P inl* �,4 ' THI , , T, , _* jIff Permit#/D- 5 MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location 6-6� R 0 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 compliance G / - i7 Lz>-le- GAT inc? iT v/ T You are hereby notified tV the above corrections shall be made BEMRE PROCEEDING WITH ANY FURTHER WORK 6=,E S5 J&,e o f �S 7 vWS o/ II f 2;1(e�madeor re-inspection when corrections before continuing ❑ please contact our office ❑ Make corrections, items will be checked on next inspection/I' TF regarding possible structural [$(Wfo g-7-g97— <S`TG'�i(! a//*> ✓ `✓.g C-c ITS- damage incurred by recent ❑This is not a comp) to inspection �� �t � LsrI ers.This made" 07 ��C��� /1{ �.ys, i ers.This is NOT a Date �; /�- /�, iz-c- �9`f—Department:L�9 vJT CORRECTION NOTICE. Inspector lY �1 FiA{ nov No 0 ImakTAo AN RECEIV COMPACTION �"—fr)'"KraZan &Associates. IntA� v9 201i t REPORT NO.: 29548 Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection t.ZF 1" r�FnAF DFR NO. 128958 DATE: 4/25/2012 CONTRACTOR: John Zirkle PROJECT#: 15612010 PERMIT NO: NA PROJECT: Holmquist Property INSPECTOR: Andy Ayres LOCATION: Shelton,WA JURISDICTION: Mason County KRAZAN PROJECT MANAGER: John Massett WEATHER: Cloudy/Rain TEMP: -50 NUCLEAR DENSOMETER SANDCONE OTHER X ASTM D6938 ASTM D2167 LOCATION MAP NOTE: Paved Areas Separate X Building Pad(s) reports should OTHER be used for TRENCHES SEWER WATER STORM each item. UTILITY IRRIGATION MAX DRY OPTIMUM CURVE Rock Correction DENSITY MOISTURE 48 25% 143.1 4.7% DENSITY REQUIRED TEST ELEVATION LOCATION CURVE MODE&DEPTH (PCF) MOISTURE% %COMPACTION COMPATION 1 SG Northwest Comer of Pad 48 4" 137.1 8.9 96 95% 2 SG East Center Comer of Pad 48 4" 137.1 7.5 96 95% EQUIPMENT NO.:8338 MAP LOCATION This testing does not preclude the possibility that the soil or hot mix asphalt may be loosened by future construction or rainfall events.The compaction tests were CURVE TEST METHOD: D-1557 performed at the approximate locations and elevations shown,and indicate relative DAILY AVERAGE STANDARD DENSITY COUNT: 37645 compaction at those locations.Horizontal and vertical limits Density Count:of the compacted areas were determined by others.Our firm does not guarantee earthwork DAILY AVERAGE STANDARD MOISTURE COUNT: 10961 or paving construction,nor does our work relieve the Moisture Count:contractor's responsibility to conform to the approved project plans and specifications. To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications,and regulatory requirements. REMARKS: Superintendent/Representative: Technician: Andy Ayres Offices Serving the Western United States Form 02101 r.2 Effective Date:04-08-2009 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan& Associates. -- = FIELD T ==Krazan &ASSOCI ATE S, INC. REPORT NO.: 128958 GEOTECHNICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 4-25-12 CONTRACTOR: John Zirkle PROJECT#: 156-120 1 O PERMIT NO: NA PROJECT Holmquist Property INSPECTOR: Andy Ayres LOCATION: Shelton, WA JURISDICTION: Mason County KRAZAN PROJECT MANAGER: John Massett WEATHER: Cloudy&Rain TEMP: —500 Krazan's representative was on-site in Shelton, WA to perform nuclear density testing on fill material at the building pad. Two density tests were performed on this pad. Both tests met the compaction requirements. Please refer to compaction report#29548 for results. The fill material appeared to be firm and unyielding. To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: Andy Ayres The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kra &Associates. f t GTL-Krazan Date Received: 4/25,/2012 Project: Holmquist Property Sample#: 48 Client: Paul Holmquist Sample ID:Fill ASTM#:D-1557 Sieve Size Specifications Source:On Site Depth: N/A US mm Max Min ASTM D-2487,Unified Soils Classification System 6.00" 150.0 GW,Well-graded Gravel with Sand 4.00" 100.0 Sample Prepared: Moist:X Manual: 3.00" 75.0 Dry: Mechanical:X 2.50" 63.0 Test Standard: AASHTO T 99: AASHTO T 180: Method 2.00" 50.0 ASTM D 698: ASTM D 1557:X C 1.75" 45.0 Dry Dry 1.50" 37.5 Assumed Sp.Gr. Point Percent Density Density Maximum Optimum 1.25" 31.5 2.62 Number Moisture Ibs/ft' Kgs/m' Dry Density %Moisture 1.00" 25.0 1 2.7% 129.3 2,071 137.4 Ibs/ft' 6.1% 7/8" 22.4 2 4.6% 135.0 2,163 2,201 Kgs/m' 3/4" 19.0 75.6% 3 6.2% 138.1 2,212 5/8" 16.0 4 8.3% 133.5 2,139 1/2" 12.5 3/8" 9.5 1/4" 6.3 Moisture Density Relationship #4 4.750 145.0 #8 2.360 2,303 ° Zero Air Voids #10 2.000 1a.o _............._......_.._............. . zap #16 1.180 ,no 1k-0 ' #30 0.600 #40 0.425 iko / Dry Density z,1� #50 0.300 2,053 #60 0.250 127.0 125.0 2,003 #80 0.180 0% 1% 2% 3% 4% 5J. 6°4_ 7X 8% 9% 10% 11% 12% 13% #100 0.150 Yercent Moisture #140 0.106 ♦ Data Points ----- Zero Air Voids Curve Curve Fit #170 0.090 #200 0.075 Specs: Meets Specs?Yes No Specs ASTM D-4718,Correction for Oversize Particles %Retained 3/4" 24.4% %Retained Corrected Density Optimum %Retained Corrected Density Optimum %Gravel: 81.1% D(10):2.512 3/4"Sieve lbs/fO Kgs/n? Moisture 3/4"Sieve Ibs1f Kgs/nI3 Moisture %Sand: 18.6% Dt301: 7.537 5% 138.5 2,218 5.8"/0 20% 141.9 2,273 5.0% %Silt&Clay:0.3% Dt601: 15.075 10% 139.6 2,236 5.6% 25% 143.1 2,292 4.7% Cc: 1.50 LL:0.0% 15% 140.7 2,255 5.3% 30% 144.3 2,312 4.4% Cu: 6.00 PL: 0.0% FM: 6.49 PI: 0.0°/0 L-,-P-ght Spears Engineering$Technical Sens PS.1996-2004 Reported by: AA Reviewed by: 191 A Hamilton Rd., Chehalis, WA 98532 Phone#(360)754-4612 Fax#(360)754-4848 FIELD ' 4dKrazan &AsSOC I AT ES, INC. REPORT NO.: GEOTECHNICAL ENGINEERING•ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 4-25-12 CONTRACTOR: John Zirkle PROJECT#: 1 56-1201 O PERMIT NO: NA PROJECT Holmquist Property INSPECTOR: Andy Ayres LOCATION: Shelton, WA JURISDICTION: Mason County KRAZAN PROJECT MANAGER: John Massett WEATHER: Cloudy&Rain TEMP: —50n Krazan's representative was on-site in Shelton, WA to perform nuclear density testing on fill material at the building pad Two density tests were performed on this pad. Both tests met the compaction requirements. Please refer to compaction report#29548 for results. The fill material appeared to be firm and unyielding. To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: Andy Ayres The information provided on this report is prepared for the exclusive use of the client.This report mac not be reproduced in any ronnat without the written permission of the client and Krazart&Associates. r ' s'K raz COMPACTION &Associates, l n c. REPORT NO.: 29548 Geotechnical Engineering.Environmental Engineering Construction Testing and Inspection DFR NO. 128958 DATE: 4/25/2012 CONTRACTOR: John Zirkle PROJECT#: 15612010 PERMIT NO: NA PROJECT: Holmquist Property INSPECTOR: Andy Ayres LOCATION: Shelton,WA JURISDICTION: Mason County KRAZAN PROJECT MANAGER: John Massett WEATHER: Cloudy/Rain TEMP: —50 NUCLEAR DENSOMETER SANDCONE OTHER X ASTM D6938 ASTM D2167 LOCATION MAP NOTE: Paved Areas Separate X Building Pad(s) reports should OTHER be used for TRENCHES SEWER WATER STORM each item. UTILITY IRRIGATION MAX DRY OPTIMUM CURVE Rock Correction DENSITY MOISTURE 48 25% 143.1 4.7% DENSITY REQUIRED TEST ELEVATION LOCATION CURVE MODE&DEPTH (PCF) MOISTURE% %COMPACTION COMPATION 1 SG Northwest Corner of Pad 48 4" 137.1 8.9 96 95% 2 SG East Center Comer of Pad 48 4" 137.1 7.5 96 95% EQUIPMENT NO.:8338 MAP LOCATION This testing does not preclude the possibility that the soil or hot mix asphalt may be loosened by future construction or rainfall events.The compaction tests were CURVE TEST METHOD: D-1557 performed at the approximate locations and elevations shown,and indicate relative DAILY AVERAGE STANDARD DENSITY COUNT: 37645 compaction at those locations.Horizontal and vertical limits Density Count:of the compacted areas were determined by others.Our firm does not guarantee earthwork DAILY AVERAGE STANDARD MOISTURE COUNT: 10961 or paving construction,nor does our work relieve the Moisture Count contractor's responsibility to conform to the approved project plans and specifications. To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications,and regulatory requirements. REMARKS: Superintendent/Representative: Technician: Andy Ayres Offices Serving the Western United States Form 02101r.2 Effective Date:04-08-2009 The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Kmzan& Associates. IF HN1TY Connect Page 1 of 1 r , XFINITY Connect kirstandpaul@comcast.net + Font Size- RE: holmquist pictures 3 From:Dale Kvamme,P.E. <dkvamme@kvammeconsulting.com> Mon,Jul 23, 2012 08:50 PM Subject:RE: holmquist pictures 3 &01 attachment To:kirstandpaul@comcast.net Paul, Per your request,here is approval for the 2 issues noted. Dale Kvamme,P.E. Kvamme Consulting,Inc. From:kirstandpaul@comcast.net(mailto:kirstandpaul@comcast.net) Sent:Thursday,July 19, 2012 10:21 PM To:dkvamme@kvammeconsulting.com Subject: holmquist pictures 3 Holmquist.pdf ror 1 MB http://web.mail.comcast.net/zimbra/h/printmessage?id=184400&tz=America/Los_Angeles... 7/23/2012 _ _xarla+ON 51-: I I 0�o—s 0.70'�0'�• p.ta70ax• CN 2C'A2CW4 C•OG=G. GOt,,,F"y LNG'�4 1 - - _ F - ' 2 x�c�e a_e• oa ---- — — y � o? c t ar�in=1 ; e x 1! ma •wC } 101, LToi�7 tjoF -CA 00 1 M 1 •6 i.. 3 • :OG-�4.+d u•3••c StlrE 2"x x-;,x o L — - GJ L ya-.scv J013T=D • FOUNDATION PLAN 560 '11118 q� -I- AL �� 3�1 Page 57 PROJECT NAME: HOLMQUIST RESIDENCE PAGE OF PROJECT No.: 10005 DATE: 03/02/10 SHEAR WALLS TRANSVERSE UPPER FLOOR WIND LOAD= 6899 SEISMIC LOAD= 2168 Wind Seismic Relatve increas Wall Length o %OF Load Shear Shear to shear usin Line Wall Line to Wall (PLF) (PLF) 2w/h (v`h/2/w TA 8 30% 259 81 TB 7 20% 197 62 TCJ 11 1 50%1 314 1 99 TD 1 0% 0 0 TE 1 0% 0 0 TF 1 0% 0 0 MAIN FLOOR WIND LOAD= 6734 SEISMIC LOAD= 2155 Wind Seismic Relatve increas Wall Length o %OF Load Shear Shear to shear usin Line Wall Line to Wall (PLF) (PLF) 2w/h (v*h/2/w TA 17 25% 221 70 TB 4 10% 513 162 TC 40%1 AORI 216 TD 3.5 25%1 f 481 1 154 TE 1 0% 01 0 TF11 0%1 k 01 0 -70 ,4- ' O� MASON COUNTY PERMIT NO. 16-1 610 Yi`�•� BUILDING PERMIT APPLICATION -5 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 • Belfair(360) 275-4467• Elma (360) 482-5269 9f On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner . PAuL- H o t,MQ U I S T Company Name FooziTr SEw_vlcC i Cowt v.t�✓Y ��� Mailing Address 2-boy Xd2' A VC E Mailing Address 16G09 3tst 5--feet E. City 406Ewa60 State k/A Zip Code `/A'3_71 City!rQvuruel L-AkIF State wA Zip Code `F&34 I Phone0S3-92z-d'0A7ZP Other Ph. `fzs zz7 26y/ Phone 2s3 2118 YUo3 Other Ph. Lien/Title Holder N 0 vj E 4 Contractor Reg.# F rx RtS c-0o03-'F Exp. 'z 17 r 12- v E mail address ho.ti►'ie 1 " I-tor'AA",1 c 0-" E Mail Address r f-e '0 1 eve .C.N' Drivers Lic.# 4OL,"Q t?M 0eL_9 DOB 6 /2y/t-(( ( Drivers Lic.#Mc)gTo350 LG DOB SEPTIC/WATER SYSTEM INFORMATION -Connect to New Septic Existing Septic Connect to Water System _ '� Name of Water System ' t ° "- $+^� 44aT ST6r't Pot-JTC Well Water System Name of Water System w RTeYL 1 f Ewr 2 a 14 1 rz I r-T PARCEL INFORMATION- 12 Digit Parcel No 12 1117 SO oyo 73 Fire District Legal Description f rt O.T STEWE" po I W TC L vT: 7-S Site Address(Please include street nam ,street number and 1city) 6 C Po 2T.4 6 E r2 0 4 rp SFJ t t_T Ad tJ Directions to site l PAAMTEvc IoI•vTE Or. LJ S IZt `,4- oN y9v2T ,e wn_.4j t6►+T Will timber be cut and sold in parcel preparation?Yes/ Is property within 200'of Saltwater 46z 0 Lake Aj D River/Creek Al y Pond NJ Wetland �1JcZ—Seasonal Runoff Xe5 Stream A/u Slopes or Bluffs ) 15% N Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New X Add—Alt—Repair Other PRIMARY RESIDENCE ❑ SEASONAL Use of Building 12!fr1•^ ` Describe Work New f-1oule No. of Bedrooms No. of Bathrooms _Z— Square Footage- 1stFloor SS9 2nd Floor �'6 3 3rd Floor—Basement- Deck zoC Covered Deck yl4- Other Sq.ft. Garage Z�i� Attached 'S Detached AL]4—Carport 1e Attached Detached MANUFACTURED HOME INFORMATION - Make 4✓/4- Model Year Length Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price$ 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. PROOF OF NUATION OF WORK IS BY Y MEANS OF A PROGRESS INSPECTION. X �-✓� Date: 1 Owne,4 Owners (e resentative/Contractor indicate which one FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date I 2 DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Planning Department Environmental Health Department Public Works Department Fire Marshal FEES Building Permit Fee o2 7s Site inspection Plan Review Fee o'� �o Lk-�3 4 EH Review Fee Plumbing& Base Fee -► 4_11i) Planning Review Fee Mechanical & Base fee ! vZ Other Wood/Gas/Pellet§tove Fee State Fee 5 Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES �702 S x ,s U S 7 (bl) /7 a)4�') ©7 � l 'rX � x PERMIT N0. ? JCA _ C6 54 MASON COUNTY PLUMBING/MECHANICAL PERMIT APPLICATION 426 W.Cedar• P.O. Box 186, Shelton,WA 98584 Shelton (360)427-9670•Belfair(360)275-4467•Elma(360)482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner PA UL-- 1io(.V\'t au I S j Company Name ElI Mailing Address2? 02 " ,f vC C• Mailing Address 1660l 3(s'� FL-+ t City State LA Zip Code cl rl'371 City/2-An EY "I� State�4 Zip Code f Phone 2 S 3 227 rS0PP? Other Ph.,11 J- Z 27 Z6 Y / Phone Z53 ?"S' YO03 Other Ph. Lien/Title Holder 416 Al Contractor Reg. #rr X 121 Sc OW T-P Exp. Email address 11 omit 2)a Q ko -,+-, E Mail Address flxr',4e_ P I"'e `c" Drivers Lic.# 14oLi-(2 OM?Yd'L9 DOB G z-r 6Y6 1 Drivers Lic.# r-1 tOVO 3 5 D L-3 DOB 6 /2/f`I 4 S SEPTIC INFORMATION - Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System H4XTSTtNF ti00'-TE c..w.FTE2 - S'�'►vE4, Siit rc.T" PARCEL INFORMATION- 12 Digit Parcel No_ I Z I I y s O oao 7 3 Fire District Legal Description 2T r F"F ►o o,.wT E L 07., 7 3 Site Address(Please include street name,street number and city) 6 L / C. P0,LT 6 E RCAO S "47-on-' 9d' Directions to site Hl✓t sre-.lr -TS L*.'V)9 , NO/ZTH Sf 44'y'v 02 1 vc . Le,,Cl- oK/ wcrT por ✓T�t 02, r2 k o2T 4t f4l6 h ✓v7-o /Z r✓E w/} Is property within 200'of Saltwater Nv Lake Nu River/Creek Pond Wetland A10 Seasonal Runoff Stream a Slopes or Bluffs > 15% ti v TYPE OF JOB -New Add Alt Repair Other Use of Building eel's ON` k Location of Fixtures/Units- 1st Floor 2nd Floor Basement Garage Closet PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric_LPG_Natural Gas_Heat Pump }` Toilets Type of Unit No.of Units Fees Bathroom Sink Furnace Bath Tubs f Heatpumps I Showers Spot Vent Fan Water Heater t Propane Tank Clothes Washer l I G Outlets Kithen Sinks f I W as/Pellet Stove l Dishwasher t PT61en Exhaust Hood / Hosebibs 2 Dryer Vent / Other 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 Canty access to the above described property and stricture for review and inspection. PROOF OF NUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTI N. X Date: I��t 1 ze (o Ow Plr/Owners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYO T IS POINT Accepted b- ( ,Planning Pd Ck# Date i 4 : Bld Pd Receipt No. DEPARTM NTAL REVIEW APPROVED DENIED NOTES Building Department Occ Group TvDe 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 CSC a(e.: /"_-Zo' L°T 73 RECEIVED JAN 2 9 20% PLANNING 426 W. CEDAR STr PLANNING : ALL SETBACKS ARE MEASURED 4 FROM THE FURTHEST PROJECTION OF THE BUILDING S\ttr 1DI —� �~\�' F1AfLTSTFtJE � M��n/T. ,4 S♦C. 8j rxe \ A ELi, NouSe �(Ztvtw411 1 L—j- 3'A Ai 1-"i "OVED i / " SON COUNTY DCID PLANNING SITE PLAN REO+.! .,E0 TO BE ON SITE CHANGES SU�.;-CT TO A� PROVAL y ----- Jafs _-21L TOPOGRAPHY PROFILE: FLAT-, S l i j k- J a w r.► S 1 e ee- Wes+ +o C.Q S 1` Direction: Scale: Approval: for office use Building Permit number: ": Z[) Building: Owner/Applicant: P,4UL. f}OL/Llao(S' () FAf Date Planning: Parcel Number: 121 1'?50dDo�1 I 'V app ication: Env. Health: Name PrU t" �Uh Q t S l Parcel# 1 Z 1 19' S'O o o p-7 3 BLD# V Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface . 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 7Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area "All dimensions in feet Buildings q,6 X 7-CIL `1 Z O X = Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: eaves/gutters) X = Driveways X = X = Length of drive begins at the right of way X = Parking Areas X -Z° = y o u X = Any paved, gravel or packed area per definition above table X = Patios/Walks r o X �o = l� o Patios/Walks Z X r = Z n Any paved,gravel or packed area per definition above table X = Others X X If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) If the Total Impervious Surface Area is LESS TH 2O00 S uar Feet,please read,acknowledge and sign below. Based Upon the information you have provided a Sto a 1-Site Plan rN NOT required for this development activity. Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. Xy/��..: �e Agent/Contractor(circle one)Date: /.Z If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 Name Parcel# BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: http//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to"Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details*are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system (see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples.(Section 14.48.130)contact Public works at: Phone:(360)-427-9670 EXT.450 Mail:P 0 Box 1850,Shelton WA 98584 Physical:415 N 6th St,Shelton WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or any other,parcel.You may also wish to consult with the septic design professional involved with the project.Mason County Division of Environmental Health can be reached at: Phone:(360)-427-9670 EXT.352 Mail:P 0 Box 1666,Shelton WA 98584 Physical:426 W Cedar St, Shelton WA 98584 A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: Page 2 of 2 r , GTL-Krazan Date Received:4/25/2012 Project: Holmquist Property Sample#:48 Client: Paul Holmquist Sample ID:Fill ASTM#: D-1557 Sieve Size Specifications Source:On Site Depth: N/A US mm Max Min ASTM D-2487,Unified Soils Classification System 6.00" 150.0 GIN,Well-graded Gravel with Sand 4.00" 100.0 Sample Prepared: Moist:X Manual: 3.00" 75.0 Dry: Mechanical:X 2.50" 63.0 Test Standard: AASHTO T 99: AASHTO T 180: Method 2.00" 50.0 ASTM D 698: ASTM D 1557:X C 1.75" 45.0 Dry Dry 1.50" 37.5 Assumed Sp.Gr. Point Percent Density Density Maximum Optimum 1.25" 31.5 2.62 Number Moisture Ibs/ft'1 Kgs/m' Dry Density %Moisture 1.00" 25.0 1 2.7% 129.3 2,071 137.4 Ibs/ft3 6.1% 7/8" 22.4 2 4.6% 135.0 2,163 2,201 Kgs/m3 3/4" 19.0 75.6% 3 6.2% 138.1 2,212 5/8" 16.0 4 8.3% 133.5 2,139 1/2" 12.5 _ 3/8" 9.5 1/4" 6.3 Moisture Density Relationship #4 4.750 145.0 98 2.360 1is.o Zero Air Voids z w3 410 2.000 1.0 22 916 1.180 Ito • 2 2Q; 420 0.850 13�.0 z.1si: 430 0.600 11A.o • .c -40 0.425 IA,o Dry Density 2,11" 1�. 450 0.300 0 • 1270 2AS3 #60 0.250 125.0 2003 #80 0.180 01% 1% 2% 3% 4% 7% 8Y" 9% I0% 11% 12% 13% #100 0.150 fercentIloisture #140 0.106 ® Data Points Zero Air Voids Curve --- -Curve Fit #170 0.090 #200 0.075 pees: Meets Specs?Yes No Specs ASTM D-4718,Correction for Oversize Particles %Retained 3/4" 24.4% %Retained Corrected Density Optimum %Retained Corrected Density Optimum %Gravel:81.1% Dl101:2.512 3/4"Sieve Ibs/ft� Kgs/m° Moisture 3/4"Sieve Ibs/ft Kgs/1rt' Moisture %Sand: 18.6% Dt301:7.537 5% 138.5 2,218 5.8% 20% 141.9 2,273 5.0% °o Silt&Clay:0.3% DI601: 15.075 10% 139.6 2,236 5.6% 25% 143.1 2,292 4.7% Cc: 1.50 LL:0.0% 15% 140.7 2,255 5.3% 30% 144.3 2,312 4.4% Cu: 6.00 PL:0.0% FM:6.49 PI: 0.0% Cop%nght Spears Engineering&Technical Sco ecm PS.19%-2004 Reported by: AA Reviewed by: 191 A Hamilton Rd.. Chehalis,WA 98532 Phone# (360) 754-4612 Fax# (360) 754-4848