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BLD2014-00119
111 UILDING PERMIT APPLICA BLDI4-00119 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00119 Received Date: 3/26/2014 SITE ADDRESS: 37 QUILCENE PL PORT TOWNSEND, 98368 ' , L9% 260 7 OWNER: MICHAEL W THORWICK PHONE: 366�fs�44" 4 SHIRLEY E SCHEIER 3056 NE 86TH ST SEATTLE WA 98115-3525 CAPE GEORGE COLONY DIV 4 SUBDIVISION: Block: 10 Lot: 36-37 PARCEL NUMBER: 938701034 Section: 13 Township: 30 N Range: 02 W CONTRACTOR: J&J CONST OF PT ANGELES INC PHONE: (360)457-1809 233 ALICE RD PORT ANGELES WA 98363 Contractor's License JJCONP*099PA Expires 10/1/2015 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr Detached heated art studio, heated, plumbed w/ 1/2 bath and remote sink TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,105 VALUATION 124,000.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 84 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 11050 BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: 1 Total: Total: 1 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,178.50 MEB 04/07/14 148511 Permit $23.50 MEB 04/07/14 148511 APPROVED Plan Check $781.30 MEB 04/07/14 148511 State Building Code $4.50 MEB 04/07/14 148511 JUN 2 3 2014 Total: $1,987.80 Jefferson County DOD \firlomorL\rl ofo\fnrmc\C RI fl Ann PIA rnf A/7/ fl1A i" ' (r DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 '' Tel:360.379.4450 Fax:360.379.4451 lj_ Web:www.co.jefferson.wa.us/communitydevelopment "g�t�I } 0� E-mail:dcd@co.jefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT#: BLD14-00119 APPLICANT: MICHAEL W THORWICK PHONE: 360-344-2602 SHIRLEY E SCHEIER 3056 NE 86TH ST SEATTLE WA 98115-3525 SITE ADDRESS: 37 QUILCENE PL Issue Date: 06/24/2014 PORT TOWNSEND, 98368 Final Date: 3/30/2015 SUBDIVISION: 9387 Block: 10 Lot: 36-37 PARCEL NUMBER: 938701034 Section: 13 Township: 30 N Range: 2W PROJECT DESCRIPTION: Detached heated art studio, heated, plumbed w/ 1/2 bath and remote sink THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: R-1 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes; no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 3/30/2015 \\tidemark\data\forms\F_BLD_Occupancy.rpt 4/7/2015 �44.45ON roG2 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 242,6 1 me Received: : J pm Mon. Tue. ed Thur. Fri. /� / Date: 3 C BLD: i,4—' 4 )) /9 Contact Name: Owner: ' `idy/,()(' C - Contact Number: 360 MIE ,.i Address: /ti .4 ,' / 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling ,-'`� `� JEFFERSON COUNTY \\„------" �� Jt, JI DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 41 i® Time Received: g �c (/pm Mo . Tue. Wed. Tgur. 40 Date: 3 3//6 BLD: (`} 0 q Contact Name: S LO Tr- Owner: Contact Number: 360 L(ol q7 Lt Address: `7 Qv it ?L 206 } 1 I Notes: i / II ./ I I' / / (/ Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil r Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling a 4S ON CO ', °?, JEFFERSON COUNTY &1 yFf DEPARTMENT OF COMMUNITY DEVELOPMENT Date: < ,.c Time Received: 15-5- am pm Mon. Tue. ed,j Thur. Fri. Date: 1--7 BLD: 1 - _ I t q Contact Name: Owner: Contact Number: 360 416/ f7A - Address: 3 ? C,,,,.,d 9� 206 Notes: (- '. Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling `x,501 co tA 2� JEFFERSON COUNTY .ssf( -off DEPARTMENT OF COMMUNITY DEVELOPMENT Date: (2.— Time Received: (/ r am 9 r / !r1- •! Wed. Thur. Fri. Date: /1.23 BLD: l(-('" // Contact Name: Owner: Contact Number: 360 Lf a/Z/7 zy Address: . '7 6j`,., ' /''L._ 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling Nj' �Vr, c J �, �°2�, JEFFERSON COUNTY (/ !G-1S -Cv DEPARTMENT OF COMMUNITY DEVELOPMENT Date: /2i°/ . ime Received: 1....)44-,:2 am/pn) Mon. Tue. Wed. Thur. t Fri. Date: ) z` OLD: / t/ •-/i? Contact Name: Owner: Contact Number: 360 f " Address: 3 7 tltrit t P 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing , ". Underground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling °1,; C _ ,., ; °? JEFFERSON COUNTY DEPARTMENT Q COMMUNITY DEVELOPMENT atv,. S�rHlVG�v v Date: Lk5 Time Received: Ill am Mon. Tue. Wed. Thur. Fri. Date: BLD: j Lin ) ICI Contact Name: Owner: Contact Number: 360 Address: 37 4)01( pi-iv-e° 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing ( Under ground Furance Footing Rough In )c Air Seal X Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil-� Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling /`- t JEFFERSON COUNTY rig' f DEPARTMENT OF COMMUNITY DEVELOPMENT S'S!/r.CS Date: Time Received: g2.3 0/pm Mon. Tue. ed. Thur. Fri. Date: BLD: 1Lt_f/q Contact Name: Owner: Contact Number: 360 (4"( 1-117Zy Address: '37 ),,,i ( Pi- 206 Notes: 4(9 lei „i,-Jc Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling -''') n- JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 'r'SHrN 0-C- Date: h 19 Z3Time Received: lo.5--(/' ,/pm Mon. Tue. Wed. Thur. Fri Date: 70 — 2 V BLD: / //9 Contact Name: Owner: ��i � Address: Contact Number: 360 t&O 75/7 37 Qc,` ( pc. 206 Notes: Foundation Plumbing Framing Propane Tank p Mechanical Setbacks Under-ground Framing Under ground Furance Footing x Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor . Foundation Wall Address Posted Block&Tile Ceiling 7 klajA Jtt t CR ur UuuN I T DE PARTMENT OF COMMUNITY DEVELOPMENT Date: f 0- Time Received: ( . am rr Mon. Tue. ed. Thur. Fri. / ' Date: c )—:-1-- BLD: (/1' (l� Contact Name: ` Owner: — —7 IJIJ�/�1 çk.ixc.C Number: 360 Address: ` 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground / Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling �;o� JEFFERSON COUNTY .�' ENT OF COMMUNITY DEVELOPMEN -- � �� - DEPARTMENT - Thur. Fri. - - o Tue. Wed. -5,,,,,�,, a m/ ri 2 h{� Time Received: 2�� Date: Date: ��–=— Contact Name: �d � / Contact Number: 360 BLD: 206 Owner: L Address: al ti9. Notes: Mechanical Framing Propane Tank Plumbing Furance Foundation Under ground Gas Under-ground Framing ground Under g __ Air Seal Above g Oil Setbacks Rough In Exterior lines Ducts__ Footing Hydronic Exterior shear__ Interior lines Appliance Ste Strap Interior shear.--Straps______ Hot Water Htr Ventilation Gas/Wood stove Post Hole Underfloor__ Insulation Final Inspection Man-Homes Floor___ Setbacks__ Wall Address Posted___ Foundation Ceiling Block&Tile � 'DEV�'�� :741 ,� �ed �ch UC �N�r �y'" � Z�1 SDN C0°1\1‘( op C0 �`l ` �� 1-5 l� o JEFF�R �An�N1 a�I Oate: ctName' 36� aT Qep P� °rta umbeC. 206 N Contact 'i �� env ed. SASH I'-"� �ec � \\me N\ec�ar\ca\ Date.' r \� 2�' eIark puCarce / ' I.n proPar Gas / v�re •. \rg �0ur / 0 s FCam order g rd Oucts / PddCes °ve SfOU / rce �� p\vr`\'\rg FCam�rg/ P EXtec\ot Gres / No\a N°tes. Fir Sea\ S lrter\oC\fires / Dash°od stove / pouraat\or vrdec- op\ / �XteC\. c Sheaf F\ra\\rspect\or / Setbacks \)"..._ mop / \rt?cert.. ..\or / do posted ,/ Fo°°1% mater Ntr �/ Orderf\o°� Pd ess Stem�al\ Not \rsu\at\or Straps / post\-\°\e 000' / a\\ / mes De\\\rg/ Mar�o Setbacks , ourdati\or / g\ock&1\\e / Prescriptive Energy Code Comer ce for All Climate Zones in Washingtolli Project Information Contact Information Thorwick/Scheier Drafting Solution 37 Quilcene PO Box 1246 Port Townsend, WA 98368 Port Angeles, WA 98362 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb'e n/a n/a Ceiling 49' 0.026 Wood Frame Wall9'k i 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 30g 0.029 Below Grade Wall°k 10/15/21 int+TB 0.042 Slabd R-Value& Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 111. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. [12. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope 1a 0.5 1 b Efficient Building Envelope 1 b 1.0 lc Efficient Building Envelope lc 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 ("1200 kwh 0.0 Total Credits 1.00 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Energy.pdf Table R402.1.1 Footnotes For SI: 1 foot .=304.8 mm, ci .=Co inuous insulation, int .= intermediate fram a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. `"10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R30 g Reserved. " First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cav The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a mini Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation re Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as spe ®Boise Cascade Double 2 x 12 DFL #2 Roof Beam1RB03 I Dry 11 span I No cantilevers 1 0/12 slope Thursday, February 13, 2014 BC CALC®Design Report- US Build 2627 File Name: Side Ridge Beam.bcc Job Name: Thorwick-Scheier Description: Designs\RB03 Address: 37 Quilcene Specifier: City, State, Zip: Port Townsend, WA 98368 Designer: Annie O'Rourke Customer: Company: Drafting Solutions Code reports: WCLIB/WWPA Misc: 0 12 V _. F____ -.- _- _ - _r__y__ V L_ 9 7 L Y_ ' __R_ Y Y7 1 - - I nnII - _ --_ _ - - __ B B ,I 06-00-00 H BO Total Horizontal Product Length=06-00-00 Reaction Summary(Down /Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 1,049/0 1,616/0 B1, 3-1/2" 1,050/0 1,618/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 06-00-00 15 25 02-00-00 2 From Header above Conc. Pt. (Ibs) L 01-09-00 01-09-00 936 1,467 n/a 3 From Header above Conc. Pt. (Ibs) L 04-03-00 04-03-00 936 1,467 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 3,991 ft-lbs 73.1% 115% 4 02-11-13 be verified by anyone who would rely on End Shear 2,560 lbs 55% 115% 4 01-02-12 output as evidence of suitability for Total Load Defl. L/999 (0.042") n/a n/a 4 03-00-00 particular application.Output here based Live Load Defl. 0999 0.025" n/a 5 03-00-00 on building code-accepted design ( ) a n/a properties and analysis methods. Max Defl. 0.042" n/a n/a 4 03-00-00 Installation of BOISE engineered wood Span/Depth 5.9 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3" 2,665 lbs n/a 40.6% Unspecified CALC®,BC F AMER,AJaton.\n\nBC � p CALC®,BC FRAMER®,AJS B1 Post 3-1/2"x 3" 2,667 lbs n/a 40.6% Unspecified ALLJOIST®,BC RIM BOARDT";,BCI®, BOISE GLULAMTM,SIMPLE FRAMING Cautions SYSTEM®,VERSA-LAM®,VERSA-RIM For roof members with slope 1/4/12 or less final design must ensure that ponding instability VERS®STRAN -®,VERSA-STUD®) 9 P 9 � Y VERSA-STRAND®,VERSA-STUD®are will not occur. trademarks of Boise Cascade Wood For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow Products L.L.C. surcharge load. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. Deflections less than 1/8"were ignored in the results. 'age 1 of 1 a Boise Cascade Single 5-1/8" x 12" BOISE GLULAM® 24F-V4/DF Roof Beam1RB01 Dry 13 spans I No cantilevers 1 0/12 slope Thursday, February 13, 2014 BC CALC®Design Report- US Build 2627 File Name: BC CALC Project Job Name: Thorwick-Scheier Description: Designs\RB01 Address: 37 Quilcene Specifier: City, State, Zip: Port Townsend, WA 98368 Designer: Annie O'Rourke Customer: Company: Drafting Solutions Code reports: AITC 117-2004, LA-FB02035 Misc: 10 12 . . . v I, . . 1 t - v . . . g 16-03-00 06-00-00 17-09-00 BO E31 B2 B3 Total Horizontal Product Length=40-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,404/0 2,168/0 B1, 3-1/2" 2,284/0 4,425/0 B2, 3-1/2" 2,902/0 5,205/0 B3, 3-1/2" 1,507/0 2,326/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ftn 2) L 00-00-00 40-00-00 15 25 12-06-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 13,405 ft-lbs 47.4% 115% 14 32-06-06 be verified by anyone who would rely on Neg. Moment -14,412 ft-lbs 66.1% 115% 12 22-03-00 output as evidence of suitability for End Shear 3,171 lbs 25.4% 115% 14 23-04-12 particular application.Output here based Cont. Shear 4,744 lbs 38% 115% 12 23-04-12 on building code-accepted design Total Load Defl. L/439 (0.479") 41% n/a 14 31-09-04 properties and OISEsisginee ed. ( ) Installation of BOISE engineered wood Live Load Defl. L/723 (0.291") 33.2% n/a 19 31-09-04 products must be in accordance with Total Neg. Defl. L/999 (-0.061") n/a n/a 14 19-03-15 current Installation Guide and applicable Max Defl. 0.479" 47.9% n/a 14 31-09-04 building codes.To obtain Installation Guide Span/Depth 17.5 n/a n/a 0 00-00-00 or ask questions,please call (800)232-0788 before installation.\n\nBC CALC®,BC FRAMER®,AJST^" %Allow %Allow ALLJOIST®,BC RIM BOARDTM BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM,SIMPLE FRAMING BO Post 3-1/2"x 3-1/2" 3,572 lbs 34.3% 44.9% Douglas Fir SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Post 3-1/2"x 5-1/8" 677 9 Ibs 1-1 44.0% 57.5% Douglas Fir PLUS®,VERSA-RIM®, B2 Post 3-1/2"x 5-1/8" 8,107 lbs p 53.2% 69.5% Douglas Fir VERSA-STRAND®,VERSA-STUD®are B3 Post 3-1/2"x 3-1/2" 3,834 lbs 36.8% 48.1% Douglas Fir Products L.L.C.of Boise Cascade Wood g Products L. Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B3. A connector is required at this bearing. For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Boise Cascade Single 3-1/8" x 12" BOISE GLULAM® 24F-V4/DF Roof Beam\RB02 Dry I 2 spans I Right cantilever 1 0/12 slope Thursday, February 13, 2014 BC CALC®Design Report- US Build 2627 File Name: Main Ridge Beam.bcc Job Name: Thorwick-Scheier Description: Designs\RB02 Address: 37 Quilcene Specifier: City, State, Zip: Port Townsend, WA 98368 Designer: Annie O'Rourke Customer: Company: Drafting Solutions Code reports: AITC 117-2004, LA- FB02035 Misc: 0 12 f — 1 15-06-00 1 04-00-00 BO B1 Total Horizontal Product Length=19-06-00 Reaction Summary(Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO 632/0 1,010/0 B1, 3-1/2" 1,872/0 2,933/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (Ib/ft^2) R -00-00-00 09-00-00 15 25 10-06-00 2 Loading at Valley Trapezoidal (Ib/ft) R 09-00-00 158 263 n/a 19-06-00 15 25 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 8,303 ft-lbs 48.1% 115% 7 08-03-03 be verified by anyone who would rely on Neg. Moment -3,433 ft-lbs 25.8% 115% 8 15-06-00 output as evidence of suitability for End Shear 1,624 lbs 21.3% 115% 7 01-02-00 particular application.Output here based Cont. Shear 2,597 Ibs 34.1% 1150/0 9 14-04-04 on building code-accepted design Total Load Defl. L/440 0.42" 40.9% n/a 7 07-10-06 properties and BOISE analysis methods.ee ed ( ) Installation of BOISE engineered wood Live Load Defl. 2xU466 (-0.206") 51.5% n/a 10 19-06-00 products must be in accordance with Total Neg. Defl. 2xU315 (-0.305") 57.1% n/a 7 19-06-00 current Installation Guide and applicable Max Defl. -0.305" 60.9% n/a 7 19-06-00 building codes.To obtain Installation Guide Span/Depth 15.4 n/a n/a 0 00-00-00 or ask questions,please call (800)232-0788 before installation.\n\nBC CALC®,BC FRAMER®,AJSTM Allow %Allow ALLJOIST®,BC RIM BOARDTM,BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM SIMPLE FRAMING BO Hanger 2"x 3-1/8" 1,641 lbs n/a 40.4% Hanger SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Post 3-1/2"x 3-1/8" 4,805 lbs 51.7% 67.6% Douglas Fir PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Cautions Products L.L.C. For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (L1180)Total load deflection criteria. Design meets Code minimum (2xL/240) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 • Sally Ellis From: SHIRLEY E SCHEIER [pearlp_2 @msn.com] Sent: Tuesday, June 10, 2014 9:59 PM To: Linda Atkins; Sally Ellis Cc: Mike Thorwick; Annie 0' Rourke Subject: case# BLD14-00119 RE: artist studio Jeff Co Permitting Office Hello Linda, Sally, I want to reconfirm that we are working with Annie O'Rourke of Drafting Solutions, Scott Schwagler of J and J Construction, Tracy Gugle of Zenovich Engineering. I understand you have had staffing change since I began this process. Annie O'Rourke (360-417-5615) is my go-to person , in that I don't understand this permitting and building precess very well, and I am working full-time. Please, let one of us know if any further information or discussion is required Thank you Shirley Scheier and Mike Thorwick/37 Quilcene Place cel 206-528-1236 hm 360-344-2602 shirleyscheierstudio.com 1 • ) • L6-)1L( - Ii°\ _ ,v--iN ca JEFFERSON COUNTY 4 ADEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax ��� www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: Project Description(include separate sheets as necessary): 1 z (0-4- Tax Parcel Number: g3f3"7 0/034' Property Size: 2. 3/ (,,� (acre square feet) Site Address and/or Directions to Property: -` 5-7 Our le t n ' Pc.- j rt 77��c.iii 5Lp-to(( ij - i f3 3t,t Property Owner(s)of Record: (i'. ._' L z_ , : I _ ✓ . Ill, 0 - OA— Telephone:Q.C,(0 220--/2-2)L., Fax: email: Mailing Address: 3O5(, Al E. G,(;' St-ree f .icx:1f,%c i,c)/f 4riS Applicant/A.ent(if different from owner): �"hn.C ' ot,9/7ic..e �-I (7i ai`,,,,m. �1 J s Telephone: 3u26 11' '�'r �� Fax:� �J 4i 7-SOj S 4 J u ' ) J L.—t Mailing Address: L Z`1' 2 a u< < C. : _ '" . G ) i What kind of Permit?(Check each box that applies NBuilding ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) ®Single Family/5f-t;ril0 ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat** ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat** ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration"` lSi Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development' ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal,if known: • DESIGNATION OF AGENT I hereby designate ✓i, 0 "* . Ii-e to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE �/� ��% s1j4 ' Date: 9.dc7/3 By signing this applica I. form,the• =r/age attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applica informs the County in writing at the time of the application that he or she wants prior notice. Signature: / f - _ _ _it Date:, A _ The a •r actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your actions)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable responsibility for adhering to and complying with the ESA. The Applicant has read this disci ipat r and rgAS,and dates it below. Signature: Date: , /l I JG, G;\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc I i BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: MAILING ADDRESS: 2 33 r i aaF Dad O kid-i�, a EMAIL: GtiN - (t�t .�G Y1 r CONTRACTORS LICENSE , „� WAINS `, yr4 . NUMBER: ..)..)(20.1P-k- 099 Ph NUMBER ARCHITECT NGINEER:' Z.L v1C Vr C it Ac,';oca c*s PHONE (A))4f(7_ i FAX:(30p)41 7.—0511- MAILING ADDRE S: ��f Ua I`�vs' C>>'t f(y� /,4,EMAIL - ^Lt�/ y z.0 M cv C. 1't.e r Project Type: Frame Type: Bathrooms: ` Shoreline: Type of Sewage Disposal: A New ra. Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: I Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: , Height: fx Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: o Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: 0 'N Public 4�,7Iz y 1) Total: 0 Name of System: £L (j ale. Colony If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: i Underground Tank I Above ground Tank Size of Propane Tank: 1 Heat Stove 1 Cook Stove 1 Woodstove i Fireplace Insert i Hot Water Tank 1 Pellet Stove I Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, includin. the reserve area. Square Footage Current Pro posed tv- � �� ��_�- � ,..x>tu,,.a....,,�. .,�.awl wM � �3 s A 13:.?� ani . � J ..u .,x�. _ Main Floor Heated w: 4� ' EH BId App Review: �• ll(1s5t 4,0 `, rye � 2 ' Floor Heated �, �i �� ;�rt Consistency Review: Other Heated :7_ Base fee: , C) ? - . < Mezzanine , , Additional Section: /1 23,-0 Heated Basement r : Plan Check fee: f kj i” l Unheated Basement ..State Surcharge fee: Other Unheated - Pot Water Review fee: , '�■ Garage/Carport SUBTOTAL 7 Decks °' r I ,"d 911/Rd Approach fee: Other ' 11 �.� 1{Gt y�a(i f (� TOTAL: $ ( S z,2 1 7 Receipt Number: .. lir +S.�` t Cash/Check Number: ,r , ,9 '. ESTIMATED COST(REQUIRED)`_ Date: l/ .Fair market value of all lablar and materials founds`tion��int nt i Ji Jr I i 2-� t 00� - Initials: i� • GAP emtitCenter\###FORMS###\ORD FORMS\Master Permit Application 5-29-08.doc • • Mary Blain From: Mary Blain Sent: Wedne •-.., February 19, 2014 9:05 AM To: draftin•-• • •- • Subject: forms and directions for permit application Attachments: Stubbed Attachments.htm Check{ist.gdf EHregmts.gdf Masterapq.gdf StormwaterCaicSheet 2-21-2008.gdf Annie, For a complete building permit you will need: -Master Permit Application -Two sets of plans -Complete Site Plan (please see 'site plan checklist' on the second page of"checklist" attachment) no larger than 11x17 -Floor Plan, 3 copies, no larger than 11x17 -Stormwater Calculation Worksheet -Energy Code Calculation Worksheet (found at http://www.energy.wsu.edu/BuildingEfficiency/EnergyCode.aspx about half way down the page under"Energy Code Worksheet" and "Prescriptive Worksheets") -Fees The fees are as follows: Building Base: 1202 Plan Check: 781.30 Consistency Review: 228 Environmental health Review: 78 State Fee:4.50 Scanning: 19 Total: $2312.80 Please let me know if you need assistance filling any of this out or have any other questions. Have a great day! Mary Blain Permit Technician Dept of Community Development 621 Sheridan St Port Townsend, WA 98368 ph: 360-379-4452 fax: 360-379-4451 mblain@co.lefferson.wa.us 1 s tu A,ir� Ailiii:Nith t I x 1 d - t� 1 I I!'!:;11 ` I c — . I I I z l�n ti I -':::_,3 n= (-7 14;,. =I z z I r- ' C) ,' .,- -�•-.- : 'n Pte,.--,F-, r'F+.r1 Py J'-./'-,- "0' 'y' O - ;0222 mmmmmmm m • c) _ _ _._ .�_ G O Iiii t7 rt . 3nl�� �3v��d H�nos AAm� g 2A -� . m z~ a 7J K. II /_ V o 7 - J X X�„r k X—X-m+2j'x—x"-X---X-^X�."X-"'X-N.1- Pa t1 ��--k- X r xl —k—k -k--X.--X-°X-�X x—x- (1 4 ` �� /� `_ — 1.. 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II ■ in iiimmt I Ilk __ 1 III*WtIIIIIIIIMIIIIII II ,, `x_-xx--x_ -_ _ x �rw 1 * -- ...—^ ,,,x-.x—x x _x - _1 / • x,- 121' .----- k Tx -x_ o Q ; °n P TITLE: DRAINAGE AND EROSION CONTROL PLAN FOR THOR WICK S,F,R. �' `� !� M JEFFERSON COUNTY PARCEL No,; 938701034 cl'„tifi,mrii)sli,?? P - .4. r4t3 f� � t.3 II SITE PLAN (� 77 �+ �C6 cn i NS 0 © CLIENT: �i/ / p �'ip GS- c3_ F'' r 1 y\ V 1 Ck 30i EAST 6TH ST. SUITE 1 ti F o� �4 MIKE THORWICK STREET PORT ANGELES,{ 4t 7A 0501 98362 ,p 3056 NE 86TH STREET ASSOC]Al F SEATTLE, FAX (360) 417-0514 SEATTLE, WA 98115 �, _ / _ __ INCORPORATED EMAIL: ZENOVIC ZENOVIC:NET ,\ N Z N 0 Zm O ° 00 2 > mD cn° 11 > > cc'.co -0 O D C7 ° 24' 2 r D z , U ' N z vrn co z N.n N °O D O A -p -<m mD O m 0 3 Z KD Z 0 O D Xi M Z -0 0 °cn - �O > 2 -1 m C r 0� D_ O Dm m-1 4 0 Zm ro m �� rni m n 0 m-D1 0a o m ro 2 °co ° v r0 0> 0 z mm m- X D .Z�1 Z N 0 m 0 c 0 Cl) in -'"I MN V `n�-1z —I z x morn (I) i Ri 73^? M m-IrS - I in D - IL--�� -I m _0 N X-°Z —I W 0 °� D O m° 0 CO N CCL o O_r0 7J U) °frl ,J z m0 m D P1 I 6" MIN. ° o co p 0 Ai1111011:41 ,� D o P1 ' ;NOME D 0 � m m J X m c o n O D-- °Z rc + < o D D O A -3 C) co W 77 1)! m . -0-I p om --t— -- -- 12"MIN. m 0 N I °w H T} m_X — — o O — c- D- —HI III w o A D_ 0 Z m Z i m o i, .5 4 A. 1 1:1 a y� o c t� z 1 IV NJ 0 TN., �� .A. lji F ° N TITLE: DRAINAGE AND EROSION CONTROL PLAN FOR THORWICK S.F.R. ° ' d °m m > JEFFERSON COUNTY PARCEL No.: 938701034 -t �->- St �,p p - ZO m �� F o N DISPERSION TRENCH DETAIL AND NOTES C.y 0 N �) p t N O N) N c^�F ,� • ' {' 0 h CLIENT: 301 EAST 6TH ST. SUITE 1 ENOVIC & �0 �� �� m r' MIKE THORWICK PORT ANGELES, WA 98362 'tiFFR Noy •\'� m 3056 NE 86TH STREET ASSOCIATES PHFAX:NE: (360) 417-0501 SEATTLE, WA 98115 (360) a» osia INCORPORATED EMAIL ZENOVIC®ZENOVIC.NET Op Front Parcel Review Eli (Co ( ( 44Y:4'6-- Parcel 938701034 Printed: May 20, 2014 MICHAEL W THORWICK Site Address(es): SHIRLEY E SCHEIER 37 QUILCENE PL PORT TOWNSEND, WA 98368 3056 NE 86TH ST SEATTLE, WA 981153525 Parcel Number: 938701034 S-T-R: 13-30N-02W _____ Total Acreage I Legal Description CAPE GEORGE COLONY DIV 4 BLK 10 OTS 36& 37 Land Use: 1100 Flood District: Fire District: Planning Area: 2 Flood Map (FIRM)Panel No: School District 50 Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ frf Plot plan states "property line" [i/f Assessor's Map (Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [;/]' Legal Access to Property 16.0 NO [ cv]' Parcel Tags or Scanned Documents NO [ ' ESA's: Special Reports Nearby YES NO [ Designated Ag YES 10 [ i-" Shoreline Designation: YES [ >J' Shoreline Slope Stability: YES Stream Type:YES NO FWHCA: YES NO Wetlands: YES NO Rare Plants:YES NO Seismic: YES NO Landslide: YES NO Flood: YES NO Erosion: YES NO Aquifer Recharge Area:YES NO SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Moderate Risk Disconnected CMZ Stormwater site plan submitted: YesNo [ V Forest Lands: YES NO Adjoining Forest Lands: Commercial/ Rural/ Inholding [ L Mineral Lands: YES t [ VT- Agricultural Lands: YES [ 4 Archaeology: YES No r [ No Shooting Zone: YES 077) Cam"' Stormwater: New Imperviou rface C 0 Land Disturbing Activity 2- C ( -- 's Stormwater Req's• • in Reg#2N Min Reg#1 thru#5 Min Reg#1 thru#10 Engineering [ (.,r Notice Provisions! _closure:Ai sort YES NO MRL YES NO Forest Lands YES NO [ 1 Landscaping Required: Yes i o [,/f Parking Spaces Required 0 2 Other f ( Building Heii?ht: 4510 UBC Standard "",(- C [ Impervious Surface covera ercentage: Resource Lands&Public: 10W Rural Residential: 5%J Rural Indust Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Liage:60%in Rural Industrial Lands only [ VI Total Building (s) Size: RVC:20,000 SF CC:5)1_00 SF NC:7,500 SF GC: 10,000 SF All others:subject to se c&water constraints/None specified [ L.r. Setbacks: Front: 0 Left Side: 7 Q Right Side: Shoreline Setback: LSHA Setback: [ f Road Classification: Road Approach: EXISTING Q'D RAP [ SEPA Required: YES EXEMPT [ Oj- Flood Certificate: (4 [ L}' Existing Case(s) & Condition(s): Violations: Yes No [ j,]/ Recorded Date of Subdivision: // AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ rij' Lots/Require Declaration of Restrictive ovenant YES 40.ubmitted: YES NO [t,-]- UGA No Protest Agreement YES 0 ubmitted: YES NO [ Site Visit conducted YES [ ] Require Final Zoning Approval YES ( (C [ (J__-ADM1N: Setbacks entered in Permit Plan case /A AYES New Parcel Tags entered in Permit Plan YES Special Reports Scanned /A` YES Title Notes Updated Parcel tags found for parcel 938701034 1.) WSRC Coaching -LID 2013-12-18 12/23/2013 Parcel tags found for parcel 938701034 2.) WSRC Coaching - 2013-12-18 12/23/2013 CAO Cases Associated with APN 938701034 Cases- Name Review Type Status Planner 13LD09-QQ$28--) BULLEN TRUSTEE F Application Received: 9/30/2009 Permit Issued/Case closed: 10/1/2009 Case Finaled: 10/11/2010 INTERIOR REMODEL& ENCLOSE EXISTING DECKS BLD14-00119 THORWICK P Application Received: 3/26/2014 Permit Issued/Case closed: Case Finaled: Detached heated art studio, heated, plumbed w/ 1/2 bath and remote sink SEP14-00043 THORWICK P Application Received: 4/17/2014 Permit Issued/Case closed: Case Finaled: tank only BLD99-00681 BRANCH F Application Received: 10/11/1999 Permit Issued/Case closed: 10/20/1999 Case Finaled: 12/19/2000 single family residence CAR99-00302 COOPER F S THEISS Application Received: 7/22/1999 Permit Issued/Case closed: 10/13/1999 Case Finaled: 10/13/1999 New alterantive septic system. SEP99-00212 BRANCH F Application Received: 8/30/1999 Permit Issued/Case closed: 9/23/1999 Case Finaled: 9/12/2000 SOM99-00212 BULLEN TRUSTEE RCR Application Received: 9/12/2000 Permit Issued/Case closed: 3/27/2013 Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 5/20/2014 Page 2 of 2 • BUILDING PERMIT APPLICATION Review Type: Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00119 Received Date: 3/26/2014 SITE ADDRESS: 37 QUILCENE PL PORT TOWNSEND, 98368 OWNER: MICHAEL W THORWICK PHONE: 360-385-2444 SHIRLEY E SCHEIER 3056 NE 86TH ST SEATTLE WA 98115-3525 CAPE GEORGE COLONY DIV 4 SUBDIVISION: Block: 10 Lot: 36-37 PARCEL NUMBER: 938701034 Section: 13 Township: 30 N Range: 02 W CONTRACTOR: J&J CONST OF PT ANGELES INC PHONE: (360)457-1809 233 ALICE RD PORT ANGELES WA 98363 Contractor's License JJCONP*099PA Expires 10/1/2015 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION Detached heated art studio, heated, plumbed w/ 1/2 bath and remote sink TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,105 VALUATION 124,000.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 84 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 11050 BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: 1 Total: Total: 1 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,178.50 MEB 04/07/14 148511 Permit $23.50 MEB 04/07/14 148511 Plan Check $781.30 MEB 04/07/14 148511 State Building Code $4.50 MEB 04/07/14 148511 Total: $1,987.80 +irlcmorIArinfn\fnrmc\G RI fl Ann Rlrl rn+ A/7/')(l1A i " t • ate. :, • :-.0‘'':'A A ‘, .. .t. 11141,. .:..—.....:. .. •;'3 b • . :. 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Y'"'' J ., '+ f ! _ 1 • -- - � i - �{ 3 a y''-.. - .. �<. .. . - i _ _t • • APPROVED i-�RMWATER .. se N °� MAY 2 0 2014 JEFFERSON COUNTY t-) - 0 DEPARTMENT OF COMMUNITY DEVELOPMENT _PERSON COUNTY 621 Sheridan Street•Port Townsend•Washington 98368 $N.�FsA© ryDEY 'O +�r1 360/379-4450•360/379-4451 Fax BIND http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# PROJECT/APPLICANT NAME: Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. An existing shop, approximately 350 SF, located in the south west quarter of the property, will be demolished and removed. A 1,105 SF art studio is to be constructed adjacent to the location of the demolished building. See the attached site plan for lot layout and building placement. A 24 LF dispersion trench will be installed southwest of the studio to aid in roof runoff mitigation and to prevent channelized flow. Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. The lot generally slopes southwest at approximately 15%. 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. The lot is already developed; existing vegetation is landscaping with grass, trees, and shrubs/bushes. 4. Describe the existing soils. Indicate soil type on the site map. VPer the USGS online interactive web soil survey, approximately two thirds of the 1 property is classified as Hoypus gravelly loamy sand (HuD). This coincides with the soil map provided on the Jefferson County website. The studio will be constructed on this material. • 5. Describe the existing site hydrology (i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable, and indicate acreage of each. Drainage onsite generally flows northeast to southwest. There is an existing roadside ditch along the western property boundary parallel to Palmer Drive that collects road runoff. Roof runoff is collected and dispersed on site. 6. Describe any excess levels of noise generated by the proposed use or activity: Excess noise will strictly be from construction. After completion of construction and stabilization of disturbed soils, there will be no excess levels of noise. 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes, etc.) on the site. Indicate V location on the site map. None known 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas (streams,wetlands, lakes, steep slopes, etc.). There are no known critical or sensitive areas within or surrounding the property. The site and adjacent properties are zoned Rural Residential 1:5. All adjacent properties are developed. There is currently a single family residence on site and a 350 SF shop that will be removed. • Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. 9. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual) or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. N/A, qualifies as "Small Project". Roof runoff from the proposed building will be V dispersed by a 24 LF dispersion trench (BMP T5.10). Since the project qualifies as a "small project" this BMP is not needed. However due to poor drainage in the area installing the dispersion trench is recommended to prevent channelized flow and excessive erosion. 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for "large" projects or projects that involve the potential for dispersion of contaminants.] N/A, qualifies as "Small Project" 11. Describe the performance goals and standards applicable to the project. N/A, qualifies as "Small Project" 12. Describe the flow control system. N/A, qualifies as "Small Project". A 24 LF dispersion trench will be installed southwest of the proposed building location (5' min. setback from building) to aid in dispersing roof runoff from the studio. This trench will also actively store/infiltrate approximately 33.6 cubic feet of water(about 251 gallons) along with preventing channelized flow, which will lower the impact of any stormwater runoff. 13. Describe the water quality system. N/A, qualifies as "Small Project" • • 14. Describe the conveyance system analysis and design. N/A, qualifies as "Small Project" 15. Describe the source of fill material, physical characteristics of fill material, and deposition of excess material. N/A, qualifies as "Small Project" 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. N/A, qualifies as "Small Project" 17. Describe the proposed surfacing material. N/A, qualifies as "Small Project". Clean Gravel will be used to surface the 4 foot wide walkway. V18. Describe methods for restoration of the site. V N/A, qualifies as "Small Project" 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large" projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals here. N/A, qualifies as "Small Project" 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. N/A, qualifies as "Small Project" 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements, describe those conditions or restrictions here. N/A, qualifies as "Small Project" r 0 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention(SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I - CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual (beginning on page 2-15). 12 Required Elements —Construction SWPPP 1. Mark Clearing Limits. Since the property is already developed and landscaped, clearing will not be necessary. Limits of construction will be clearly staked to prevent any excessive loss of established landscaping. 1/ 2. Establish Construction Access. An existing gravel access off of Quilcene Place will be utilized as an established construction access. 3. Control Flow Rates. Flow control will be achieved on disturbed soils through the use of mulching and seeding to aid in final stabilization. Equipment tracking will be done if excessive erosion and runoff is observed. 4. Install Sediment Controls. Disturbed soils will be mulched and seeded when not in use. The existing landscaping will aid in removing sediment from runoff before reaching the existing roadside ditch. 5. Stabilize Soils. Disturbed soils will be mulched and seeded or landscaped to the owners discretion. • • 6. Protect Slopes. N/A except where pre-existing prior to construction. These slopes will not be touched to prevent erosion. 7. Protect Drain Inlets. N/A, There are no drain inlets on or adjacent to the site. 8. Stabilize Channels and Outlets. N/A, no new channels or outlets will be utilized during construction 9. Control Pollutants. N/A 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). N/A 11. Maintain Best Management Practices (BMPs). All BMP's will be checked weekly and after major storm events. Any deficiencies will be addressed promptly. 12. Manage the Project. All BMP's will be inspected and maintained. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). None known • • b. Description of the downstream drainage path leading from the site to the receiving body of water (minimum distance of 400yards). The site generally drains northeast to southwest and collects in an existing roadside ditch adjacent to the western property boundary parallel with Palmer Drive. Runoff then flows south along Palmer drive to an unknown discharge point. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. None known b. Description of special requirements for working in or near environmentally sensitive areas. None Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils (e.g., erodibility, settleability, permeability, depth, texture, soil structure). None Construction Phasing. i/ a. Construction sequence: Demolish existing shop, remove excess debris, clear landscaping as needed, excavate for rock wall, mulch and seed disturbed soils outside of the construction zone, construct foundation, build studio, lay surfacing for walkway, mulch and seed for final soil stabilization. b. Construction phasing(if proposed) Construction Schedule. Wet season is October 1 through April 30 (page 2-21 of the Manual). I. Provide a proposed construction schedule. February 2014 - July 2014 II. Wet Season Construction Activities. a. Proposed wet season construction activities: Site preparation b. Proposed wet season construction activities for environmentally sensitive areas. N/A • S Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. Mike Thorwick and Shirley Scheier b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. The contractor will accept responsibility associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. / a. Sediment Ponds/Traps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations • • 4" JEFFERSON COUNTY ri DEPARTMENT OF COMMUNITY DEVELOPMENT 4. 621 Sheridan Street• Port Townsend •Washington 98368 $� N $ 360/379-4450 . 360/379-4451 Fax http://www.cojefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large.° The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review, The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE(I.E.,SITE) Size of parcel _ "T ;'-- acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet Z.:i(CPIO sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salal; herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert 3 acres or more of Construction site for structures , 1 0 sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. 0/r;r� sq/ft Circle: Yes No Well,utilities,etc. b\--VIA sq/ft Does the project convert 2 1.4 acres or more of f native vegetation to pasture? Driveway, parking, roads,etc. ) / A sq/ft ff Circle: Yes No Lawn,landscaping,etc. /OCO sq/ft Other compacted surface,etc. i4 /41:',- sq/ft Indicate Total Volumes of Proposed: , Total Land Disturbance 2,10 1 t sg/ft Cut 4O Fill (cu/yd) ` [over) stormwater calc worksheet—REV 2/20/2008 1 . • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops,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. STORMWATER CALULATIONS—IMPERVIOUS SURFACE NEW /I EXISTING Structures(all roof area) (j YI sq/ft Structures(all roof area) 3, '\(5 sq/ft Sidewalks t" / sq/ft Sidewalks N/4 sq/ft Patios Y" (14' sq/ft Patios N/ sq/ft Solid Decks ,��/ sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc N /c4- sq/ft Driveway,parking,roads,etc 3 sq/ft Other 9 C) sq/ft Other 1\3/ "': sq/ft Total New /, q-I O sq/ft Total Existing 9D. sq/ft TOTAL NEW+TOTAL EXISTING* ° Lit (2 sq/ft "This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v.REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: Does the site have 35%or more of existing impervious surface? Circle: Yes o lI FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Storm water Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property, AhAidlit — 61)0,4c- ZjiWi (T DOWNER 0 AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) '' ✓ ir � ,: ��ti i<,§ r��r � ; 6 . stormwater talc worksheet—REV.2/20/2008 2 I FIGURE 1 : NEW DEVELOPMENT Start Here Does the site have Yes See Redevelopment 35% or more of ► Minimum existing impervious Requirements and coverage? Flow Chart (Figure 2) No Does the project convert 3 acres or more of native • vegetation to lawn or Does the project add No landscaped areas, or 5,000 square feet or convert 2.5 acres or more more of new of native vegetation to impervious surfaces? pasture? Yes Yes N Does the project have • 2,000 square feet or "LARGE" PROJECT more of new, replaced, All Minimum Requirements or new plus replaced apply to the new impervious impervious surfaces? surfaces and converted pervious surfaces. Yes No "MEDIUM" PROJECT Does the project have Minimum Requirements#1 land-disturbing through#5 apply to the new Yes activities of 7,000 and replaced impervious square feet or more? surfaces and the land disturbed. No • "SMALL" PROJECT See Minimum Requirement#2, Construction Stormwater Pollution Prevention Based on Fig.2.2 from 2001 Ecology Stormwater Management Manual for Western Washington AIM BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00119 Received Date: 3/26/2014 SITE ADDRESS: 37 QUILCENE PL Issue Date 6/24/2014 PORT TOWNSEND, 98368 Expiration Date 6/24/2015 OWNER: MICHAEL W THORWICK PHONE: 369485-24-44 SHIRLEY E SCHEIER 3056 NE 86TH ST SEATTLE WA 98115-3525 CAPE GEORGE COLONY DIV 4 SUBDIVISION: Block: 10 Lot: 36-37 PARCEL NUMBER: 938701034 Section: 13 Township: 30 N Range: 02 W CONTRACTOR: J&J CONST OF PT ANGELES INC PHONE: (360)457-1809 233 ALICE RD PORT ANGELES WA 98363 Contractor's License JJCONP*099PA Expires 10/1/2015 PROJECT DESCRIPTION: Detached heated art studio, heated, plumbed w/ 1/2 bath and remote sink TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,105 VALUATION 124,000.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 84 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 11050 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,178.50 MEB 04/07/14 148511 Exist: Exist: Permit $23.50 MEB 04/07/14 148511 Prop: Prop: 1 Plan Check $781.30 MEB 04/07/14 148511 Total: Total: 1 State Building Code $4.50 MEB 04/07/14 148511 Total: $1,987.80 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY- SEE ATTATCHED • • Jefferson County Building Division Permit Number: BLD14-00119 Applicant: THORWICK BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks ��3� ( ✓`. Erosion Control Foundation Footing 12,311i —` 9 Footing Drains ✓ f Foundation Stem Wall Kitigifti ,� 4 U• nderground Plumbing S• traps(hold downs) Ext. Shear Wall Nailing Rough-in Plumbing Framing 4,t ( Insulation:Walls Insulation: Floors K--/o o✓5(-46 Insulation: Ceiling ' IL2. Wallboard Nailing Drywell/Alt Drainage Address Posted Septic System Finaled Need Final of SEP14-43 A final inspection will not be scheduled until all of the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION 165\lc FINAL INSPECTION ` UST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR CONDITIONS for Building Permit# :BLD14-00119 1.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 2.) DWJ 3.) The site plan as submitted with the Building Permit application on May 15, 2014 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated June 2, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. \\tidemark\data\forms\F_BLD_Permit_BIdg.rpt 6/24/2014