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Home My WebLink AboutBLD2002-00709 • S BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD02-00709 Received Date 12/3/2002 SITE ADDRESS: 931 JOLIE WAY Issue Date 12/23/2002 PORT TOWNSEND, 98368 APPLICANT: RUDIGER K BAHR PHONE: (360)385-2519 EDELGARD B BAHR PO BOX 2016 PORT TOWNSEND WA 98368-0089 SUBDIVISION: Block: Lot: PARCEL NUMBER: 001074036 Section: 7 Township: 30 N Range: 01 W CONTRACTOR: BLUE HERON CONSTRUCTION CO PHONE: (360)385-4265 PO BOX 718 PORT TOWNSEND WA 98368 Contractor's License: BLUEHCC10908 Expires: 08/19/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION 2 CAR GARAGE REQUIRED INSPECTIONS: [ ] SETBACKS / Footings: Dk `��3 [ ] Foundation: f/ [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] gaming lumbing -92.-/...1 -o� [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [ ] Septic System Final Approval: [ ] Zoning Final Approval: \vt...___ [ 7 Final/Occupancy Approval: �--I -2--cp 3 HEALTH DEPARTMENT 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. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. SPECIAL CONDITIONS APPLY-SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY ll • SPECIAL CONDITIONS FOR CASE BLD02-00709 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 12/06/02 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Susceptible Aquifer Recharge Area. 2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin (see attached). 5.) The applicant is proposing to create or add 784 square feet of impervious surface Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Management Practices (BMPs) to control sedimentation and erosion on the property. 6.) 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. 7.) The site plan as submitted with the building application on 12/04/02 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 12/06/02 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 8.) This approval is for a two car garage only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 9.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined by the amount of impervious surface which includes roof tops, driveways, concrete, etc. 10.) The building height is not to exceed 35 feet. 11.) Jolie Road is classified as a Private Road and thus requires a minimum 20-foot setback. The side and rear lot lines requires a minimum 5-foot setback. All setbacks shall be measured perpendicularly from the lot lines to proposed development. is\F_BLD_Permit_Buildng.rpt 10/29/19 N •UILDING PERMIT APPLICATION MLA02-00605 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00709 Received Date: 12/3/2002 SITE ADDRESS: 931 JOLIE WAY PORT TOWNSEND, 98368 OWNER: RUDIGER K BAHR PHONE: (360)385-2519 EDELGARD B BAHR PO BOX 2016 PORT TOWNSEND WA 98368-0089 SUBDIVISION: Block: Lot: PARCEL NUMBER: 001074036 Section: 7 Township: 30 N Range: 01 W CONTRACTOR: BLUE HERON CONSTRUCTION CO PHONE: (360)385-4265 PO BOX 718 PORT TOWNSEND WA 98368 �R `5-"�Z-m/ ,?�3 c —44,3"Z,S Contractor's License BLUEHCC10908 Expires 8/19/2004 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP 2 CAR GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 20,250.00 MAIN: CODE EDITION: 1997 ADD'L: HEAT TYPE: UH OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: GARAGE: 784 SHORELINE: CONST TYPE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain Routing Date: Jr F&W Landslide c) c Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: ROV E D q PPPermit $335.25 MAM 12/03/02 51436 H Plan Check $217.91 MAM 12/03/02 51436 State Building Code $4.50 MAM 12/03/02 51436 DEC 2 2002 Total: $557.66 Jefferson County Planning & Building Department .7( , / AO") - i e ,SON co Jefferson Count partment of t nnnmity Development fr j,).-------____.„,-_ 621 Sheridan Street,Port Townsend WA 88368 13601 370-4450 _.,_ �S or ,,0 (/' ' n,„_ -,. ppo ()cavoon ; „--„,„ __,. ---; : Project Description: I,�a cu '' Building Type: ,,� Pro ect Type: ❑ Single Family -��i' 1 Frame Type: 1� New X Wood ` 'Garage Attache /Detache -�--, i ❑ Addition ❑ Steel ❑ Modular " ` /' fir--.. 0 ❑ Alteration/Remodel CI ❑ Concrete -- ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: ,�/ of Sewage Disposal: �� Type of Heat: / Existing: /V/� s��J`} Choose one: Existing: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Proposed: Total: T ❑ Individual System ❑ Woodstove ❑ Propane Total: If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only 5' Main Floor Consistency Review 4.7,00 2ND Floor Base fee S'. ZS 3rd Floor Plan Check fee-65% 21 —1_ 9 ' Htd Basement State Surcharge fee 9 -SD Unhtd Basement Subtotal 60 y. 66 Garage/Carport T J�/ -ay:, Pot Water Review fee ---G- Decks i I 4i 8,gg 911/Rd Approach fee ,-�� Commercial TOTAL b U`t _ (0(0 Industrial Receipt# 5/Y3 (c Other Cash/Check# /3 6 Total Valuation: Initials /''4 — Or Date < 3 — Q Z. Estimated Cost , .G. S 0, — If within 200' o - Distance to Bank or Ordinary High Water Mark ft. Bank Height ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner 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 attorney'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 it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. � Ac„...2....... ......., ref Signature: � Date: , eG e 3 0 2 H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 ` 0 <2 0 )* 030 JU.N003 N0S0111311 1 60LO - 30 Cti\I Zel'3 S rti,(1 o_L —Lee/Ocil ,2,170C i b 010 # 1111103d 4-a aj-01 = It I 0/\1,,,;).,,,,irbd ,,,),/ c r ti ri 3",0 C .. , 1 ) . , .., ,,, -- - ' 1? \\.-- , ‘q /,t ,..1/4A ,,,,,,,... ,,, (t,‘,/ , - I,7,,X 3 , t;51119 I L cz .. ----Z -4,- ...._ (Iv C ? 1a 't 5 1 i f—2 1.),mcs cl -- _ • (-r) ',.../1 til \..n .(,),1 - 0 CP C/) 01•0 ' E pi rn C, 1••••4 ,____,_4,i) n „s , !, n•-, ,„- - ''.° . • x ,.. — ,,, , ..„...,..„ --- 35 < MD Z till . -00 ti ti LI N, o N (4136 1 , 72> .___ ,,,,,, ,,,- I ,,pe x•c3,e_ , - a .a--.. ' ........„ „ , N40440„ 1 3 5 Od 0 dd - - , I r ;D I 1 i-tili I -I- .QL)‘60/4 I 1 1 W.i le I L':-."' ,4./ I rt-r':2 I i RI ----- --._ - --- .. - --,---- .- -. .--- - , ..- \1/ U /- 7 /VI Z, 3 a/ 5.:?-1,2.z- Cs , .. 14 . , . 1 10 CONSTRUCTION E PLANS — 29 -0 3'-4' 3'-4' 3'-4' 2'-8' 24' 3'1 1, T-4' 3'-4' Io — — — — — — I oI I i I 8'� STEM Q p 4 I m i I VS)VE) l LNDMAVATS ovw 4 l 4 GRAVEL BASE 1 ( 6W'-2.W.9 W.WF, 4 ( a14 TOP OF STEM ALL I < I 0'1 ELEVATION I I o BOLT LOCATIONYPICAL) a I RANCHOR I i •o 4 ( I I IQ Y I I 4 I < ( I v I FCAOR ANCHOR SETBAD( 1 I ? I Id I N I a 10 SOLID LINE SNOWS EDGE OF I `? I FOUNDATION WALL -DAM LIE I d 4 r SHOWS EDGE OF FOOTING. I I ( (}TROST CONSi• ONLY) I I I .4 I 4 ' I TOP OF 001I SLAB I FROST CONSTRUCTION 0'-0' I 4 NO -FROST CONSTRUCTION 0'1 l o — — — — — — — — — — — — — — — — — — — — — — — — — J " QL" IL NOTCH STEM WALL 8' 3'-4' -0' 31 9' 31 F go U ME3 IN Do LS H SCALE: 1/4" 1'-0' (FROST CMTR KTK N SHOWN _ f SOS # NoI I70GVKS �SEt R �'Fiv E K c•'O .Sllt c-T co v 14'-0' 14'1 PANEL 'A' PANEL "I ` 1 CFCI FCI 3068 PREHUJG STEEL DOOR 000 DETAIL m SEE DETAIL FOR SPECK SIDING APPLICATION P `P < ELECTRIC SERVICE ¢ Z;5 IS OP710NAL a m 4 p p OVERHEAD DOOR JAMB DETAIL 9'1 OVEifAD GARAGE DOOR 9 9'-0k7'-O' OVEFFEAD GARAGE DOOR EXTERIOR ELEVATIONS RAKE METAL BOARD EDGE EDG . ..1..1. 131300 METALCORNER SIDING 1:313131--li-E-E�: �. 9070 O.G.D. 9070 O.G.D. NO -FROST CO . FROSTCONSTRUCTION FRONT ELEVATION .... asp .... /I //, /%/ 1qPMMrKTfMINonni TR /I /l /1, 01 IM TRIM •1 I r 1 •1 I r 1 rl FRONT ELEVATION VINYL SIDING 1k$' RAKE BOARD SCALE: 1/8'1 7 FLASHING BOTH GABLE :t r r' �INI ill��i��n 5 mammon Room on 4'x8' GROOVED 1'I COI 1 BOARD • IM 1 I r 91 O r r NO -FROST CONS.• • DCO FROST CONSTRUCTION — APPROVED AS 311.11311111ITTED FRONT PLE-NATION W_�APPROVED AS NOTED GROOVED SIDING SHOWN)1 • REJECM , ? W EXTERIOR SIDING (SEE FRONT ELEVATION FOR SPECIFIC SIDING APPLICATION NOTES) --------------------------- ------ _____________------- __1 ALL GLASS AND GLAZING SHA COMPLY WITH CHAPTER 24, 1997 ANAN o FI L EWL'IDN AS AMENDED BY 4k8' GROOVED SIDING SCALES 1/8'1 WASHINGTON STATE VINYL SIDING BUILDING CODE COUNCIL HARDBOARD SIDING SHINGLES rrt• :,I i�� RIGHT ELE-V ATION EXTERIOR SIDING (SEE FRONT ELEVATION FOR SPECIFIC SIDING APPLICATION NOTES) 4k8' GROOVED SIDING SCALE: 1/8'1 VINYL SIDING HARDBOARD SIDING 31 9'-0' T-4' 9'-0' TI PANEL PANEL PANEL SHINGLES .G .1. H. 28'-0' EXTERIOR SIDING U Lw,OOU1i h✓hG=J11V SCALE V4'•1'0' PLUMPLAN ® ION OR SPECIFICFRONT SIDING APPLICATION NOTES) 784 SQUARE FEET Note: Substantial care and effort have gone into the creation of the design of these i blueprints. - However, because of the impossibility of providing any personal or on -site j - - - - - - - - - - - - - - - - - - - - - - consultation, supervision and control over actual construction, and because of the , great ,. - - - - - - - - - - - - - - - - - - - - - - - - - - - --- variance _n local building requirements, building practices and soil, seismic, weather and other `- -------- -------- ------ - - ---' conditions, Home Planners, A division of Hanley -Wood, Inc. assumes no responsibility for any damages, including structural failure, due to any deficiencies, omissions or errors in these 2 nn r(��qq nn ��4 61�L�•4 Q�OOUV blueprints. HOME PLANNERS MAKES NO WARRANTY, EXPRESS OR IMPLIED, WITH RESPECT TO THE CONTENT V OR USE OF THESE BLUEPRINTS, INCLUDING BUT NOT LIMITED TO ANY WARRANTY OF MERCHANTABILITY OR OF FITNESS FOR A PARTICULAR PURPOSE. We strongly advise that you consult a local architect or 4k8' GROOVED SIDING SCALE: 1/8'•1'-0' engineer --and check with your local building official --prior to applying for any building permit VINYL SIDING and before beginning _actual construction. - -. HARDBOARD SIDING 3 V2' P NEL EL V ATIONS �+s L16 L16' �>e L16 �16 L16 Lis L+s Lis I� I� L1e' Lis L16 Lis L16 L16 L>s Lis L16 L+9 14'il" L wv - PANEL 'I PANEL 'A' ANLQM GMALL C�G�L�t10b� 6L6N1A5PD M SCALES V4'•1'-0' z6'-0' 24• i. 24' i, 24' :, 24' i. 24' i, 24' I, 24' 12'-0' 'I 3)`• (212%8 3 2' InTE' VERIFY ROUGH OPENING 33 HEADER W/MFI,Ti. SPECIFiCATKJNS hL Y1L' .16' .18' ,18' .16' `1,16, 1.16' 1116, ,16' ,"IB' 9' 16' L 18' ,16'. L16' L18' L 16' � 18' L 16' L 18' I,16' �'t PANEL 'C' 'I PANEL �' 0=69=4 WALD= FRQMDN® 61LINMLQTOOnM SCALES V4'-1'-0' PRE-ENGINEERED WOOD ROOF TRUSS 'ER 6eec4s ®v SIT ROOF SHINGLES OVER 160 ROOFING fR3T ON l4' EXTERIOR ROOF SHEATHING PI EXTERIOR FINISH MATERIAL — Sff DEPTkS FOR SPECIFIC SIDING APPLICATIONS (08' GROOVED SIDING SHOWN) 21W WALL STUDS — 1e• D.C. _ 2k4' TIE PLATE cn 2k4' TOP PLATE % FURRING FOR SIDING APPLICATION )VER GABLE END TRUSS (TYPICAL A •AfIR GABLE END•2 TOTAL) SEE RAKE DETAIL FOR SPECIFIC •IDING APPLICATION -- 2k4' TIE PLATE — V2' PANEL 'G' TOP — (TYP,-PALL 'H? PANEL 'I' 2'-10' (TOP) .. �f4dr-TOP PLATE — z X 6' _27'p WALL STIRS AT 76' O.C. T-TYPE WALL BRACING NOTCH INTO STIRS — 2k4' PRESSURE TREAT BOTTOM 71E PLATE 2k4' TIE PLATE 2k4' TOP PLATE 2k4• WALL s7u AT 16' O.C. T-TYPE WALL 8F MTCH INTO STU 2k4' PRESSIFE ' FOTTOM TIE PLAIT-6 VI 134 V2' 3 V2' ,, 16' 16' 16' 16' 16' 18' 16' 18' 16' 16' 16' 16 18' 16' 18' 18' 18' 18• 18• 18' 3 V2' ,16' 16' i. i6' i, 76' 1.16' :.18' :.18' 1,16' 1,16' 1.16' 1.18' 1,16' :.18' 1,16' :,18' i, t6' 1,18' i. / SHIM SPACE J `� SHIM SPACE ,,,—� D�ETA�IL) DOOR� ¢ N� DOO� � q� RWADER 2'x4' JAMB 8 CRIPPLE q 2k4' JAMB & CRIPPLE q 11112"1 CRIPPLE 2k4' CRIPPLE � SLAB AT DOOR -NO -FROST SLAB AT DOOR -ND -FROST SLAB AT DOOR -FROST SLAB AT DOOR -FROST p 16' 18' 9'-0' 18' 9'-0' 3'-4' 3'-4' 9'-0' PANE11 L 'G' PANEL 'I' PANEL 1N' 3'-1' 91-8' HEADS LENGTH I#A46i LENGTH PFRoa7 WALL ORRIAMDM MIL®ea4DoN SCALE 1/41•1.1 g0 n -�! 1-/0 6_ r-> p o WhlS 28'-0' 36" f-tIR' i. 24' :, 24' i, 24' i, 24' 24' i. 24' i, 24' 1, 24' i, 24' i. 24' i, 24' :, 24' i.f-t8f' O - N Contact the Building Department at 379-4450 prior to making changes or revisions to the approved plans 16' 16' 16' 16' 18' 16' 18' 16' 16' 18' 16' 16' 18' 16' 1G' SEE DIMENSIONS ABOVE PA1NEL 'F' PANEL 'D' FRD6N4 GM�L�, G�I�I,Q(M1DIn�6 6L�6ML,�r'Do0(�l SCALE 1/4'1 r 44 !G +f 1 w C 12' ! � ! s r- m o 2'1 TIE PLATE � 2'x4' TOP PLATE � G 4D (USE DETAIL BASED • ON SPECIFIC Smlk 4 APPLICATION-TYPJ 'Z 4 � q EXTERIOR FINISH MATERIAL �• o ap i� N SEE DEATkS FOR SPECIFIC S®MG APPLICATIONS (08' GROOVED SIDING SFIONnB 2k4' PRESSURE TREATED) BOTTOM PLATE W/ )fk12' ANCHOR BOLTS (SEE FOUNDATION PLAN FOR SPACING) �� i Dl` � y X .x z � Jc VARIES -TOP OF CONCRETE SLAB ELEV. 0'1 .,V c`L a,q ? is 35 T.O. SLAB 0'