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HomeMy WebLinkAboutBLD2000-00438 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX(360)379-4451 (800) 831-2678 PERMIT #: BLD00-00438 Received Date 06/30/2000 SITE ADDRESS: E QUILCENE RD Issue Date 10/6/2000 QUILCENE, 98376 Expiration Date 10/6/2001 APPLICANT: FISHERMAN'S PT HOMEOWNERS PHONE: (206)433-1900 12301 MARGINAL WAY S SEATTLE WA 98168 SUBDIVISION: Block: Lot: T 28 PARCEL NUMBER: 701314010 Section: 31 Township: 27 N Range: 01 W CONTRACTOR: HEINST& JENNINGS INC PHONE: (360)697-2132 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE REQUIRED INSPECTIONS: [V,---- ootings/Setbar (Shoreline Setbacks):c7/ 5-7I5-I0 ( dr `'�� . [ ] Foundation; ,g5a ''o r j.I m_o ©/� o . . r100, a :r ;/3-, .i [ ] Underground Plu bin nderground Insula . n: _ 3_ [ ] Shear Wall: OK ' 7-2 =- / [ ] Framinc IPlumbin >6 - 0 -o-t, [ ] Propane Tank/Li)) ®ACy,a.�. �Z^a L r [ ] Insulation: G✓4Za ViNFT /iir`-S.ea/ 0 4?2 2 lrt -d2, [ 1 L2/C 5(j-5rOt- . 11227M1l M Final/Occupancy Approval:Or i &Z.-- 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. /)(1p{N Ol(,it, 1 Inspectors Phone Hours 8:00 a.m. - 9:00 a.m. SPECIAL CONDITIONS MAY APPLY - SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY ' .5'NE-1) C. C 7 P-/( i/C,6 0 BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00438 Received Date: 6/30/2000 SITE ADDRESS: E QUILCENE BAY RD QUILCENE, 98376 APPLICANT: FISHERMAN'S PT HOMEOWNERS PHONE: (206)433-1900 12301 MARGINAL WAY S SEATTLE WA 98168 —TAY SUBDIVISION: r Block: Lot: PARCEL NUMBER: 70131406, Section: 31 Township: 27 N Range: 01 W ./ CONTRACTOR: HEINST&JENNINGS INC PHONE: (360)697-2132 ft ARCHITECT/ DAVID BALAS i� ENGINEER : 5173 EAGLE HARBOR DR `'`4 BAINBRIDGE ISLAND WA 98110 PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,178 VALUATION 19,920.00 ADD'L: 1,054 HEAT TYPE: PRO 7 CODE EDITION: 1997 HEAT BASE: 904 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: — OCCUPANCY: C1� #OF STORIES: CONST TYPE: 5N OTHER: SHORELINE: a , CONST TYPE: GARAGE: 996 SETBACK: W DECK: BANK HEIGHT: SEWAGE DISPOSAL: ALT c. bb i WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 4 Prop: 2 Seismic Streams Total: 4 Total: 2 Flood Way Flood Plane Routing Date: F&W Landslide Shoreline Aquifer Forest: Commercial Rural —Proximity flat conditions — Type Amount Paid By: Date: "R eceipt: Approveate Permit $1,828.15 MAM 06/30/00 32035 Plan Check $548.45 MAM 06/30/00 32035 State Building Code $4.50 MAM 06/30/00 32035 Potable Water Application $30.00 MAM 06/30/00 32035 Total: $2,411.10 151/2/4/07° i:1F_BLD_App Bld.rpt 10/29/99 , M 2.-: C .c, ___:/A/ .,, , . -1,7(xii.„ 4_0 mo (A.e-- -- _ cf.. - , ........-0 ,.._, , �----' BUILDING PERMIT APPLICATION \ Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00438 Received Date: 6/30/2000 SITE ADDRESS: E QUILCENE BAY RD QUILCENE, 98376 rPPLICANT: FISHERMAN'S PT HOMEOWNERS PHONE: (206)433-1900 12301 MARGINAL WAY S SEATTLE WA 98168 -Ta 61' tf'' SUBDIVISION: Block: Lot:PARCEL NUMBER: 7013140 Section: 31 Townshi : 27 N Ra �® P nge: 01 W CONTRACTOR: HEINST& JENNINGS INC PHONE: (360)697-2132 CI) / V ti ARCHITECT/ DAVID BALAS ie 0 a ENGINEER : 5173 EAGLE HARBOR DR ire� BAINBRIDGE ISLAND WA 98110 PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 19,920.00 MAIN: 2,178 CODE EDITION: 1997 ADD'L: 1,054 . HEAT TYPE: PRO / OCCUPANCY R-3 HEAT BASE: 904 HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: C ' OTHER: CONST TYPE: 5N SHORELINE: CONST TYPE: GARAGE: 996 �-� DECK: SETBACK: ✓ BANK HEIGHT: 7) ._ SEWAGE DISPOSAL: ALT //2-/: S \ J �. WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Via Erosion gi Prop: 4 Prop: 2 Seismic r"D Streams P Total: 4 Total: 2 Flood Way "lb Flood Plane Routing Date: F&W Landslide Z�3 `� . Shoreline A/C) Aquifer fib Forest: Commercial /✓ Rural Type Amount Paid B —Pr ximity —a� conditions -' Y Date: Receip : Approvewua e Permit $1,828.15 MAM 06/30/00 32035 ClIcalPlan Check $548.45 MAM 06/30/00 32035 ? � State Building Code $4.50 MAM 06/30/00 32035 8� i( " \ Potable Water.Application $30.00 MAM 06/30/00 32035 evtejw q " )'. Total: $2,411.10 S .. y ,� / Kr_;UtP3' `t 0 ...k - ,c,a4. ' all"" ' c) I 1- eil i:1F_BLD_Ap p_Bld.rpt 10/29/99 ..son County Department of Community Development September 22, 2000 Sheridan Street, Port Townsend, WA 98368 360) 379-4450 FINDINGS AND CONDITIONS OF APPROVAL AS REQUIRED ER THE 2 JEFFERSON COUNTY INTERIM CRITICAL AREAS ORD CE=L 7 1 JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Applicant: FISHERMAN'S PT HOMEOWNERS 12301 MARGINAL WAY S SEATTLE WA 98168 Critical Area Review Case Number: CAR00-00290 Project Description: Parcel Number: 701314010 S-T-R: 31-27N-01 W Site Address: E QUILCENE RD QUILCENE WA, 98376 FINDINGS: In accordance with the authority provided under subsection 4.101 and the requirements contained in Subsection 5.402 of the Jefferson County Interim Critical Areas Ordinance, the following are findings of fact relating to the referenced application: 1.) The application was reviewed by Jefferson County Permit Center staff on 6/14/00 for the potential presence of critical areas regulated under the provisions of the Ordinance, and the following critical areas were confirmed as potentially present on the subject property: Erosion Hazard Area, Streams Type 4, and Landslide Hazard Area (low to moderate). 2.) Acting upon the above information, Jefferson County staff conducted a site inspection of the subject property on August 4, 2000 and confirmed the existence of the following critical areas and/or their associated buffers on the property: Erosion Hazard and Landslide Hazard Area (low). 3.) A Geotechnical Report was submitted in conjunction with the application. The report was submitted to address the feasibility of establishing a residence with a daylight basement towards the western property line. The proposed building envelope contains a slight, well vegetated slope. The report recommended the building envelope can be placed in the proposed location, however, vegetation must be retained, and a stormwater management plan is required. 4.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability. erosion. and water quality during ana after construction or during natural events such as earthquakes or severe rainstorms. This waiver from the provisions of the Jefferson County Interim Critical Areas Ordinance is granted subject to the following conditions. Any deviation from these conditions shall result in this waiver being revoked and the application becoming subject to further review. CONDITIONS OF APPROVAL: 1.) A vegetive buffer of 30 feet shall be permanently maintained from the top or edge of the landslide hazard area. All buffers shall be measured perpendicularly from the top of the landslide hazard area. 2.) Landslide hazard areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, replanting with native vegetation shall be required by the Critical Area Administrator. No alteration shall be made to the landslide hazard area or its associated buffer without prior authorization by the Critical Area Administrator. 3.) Among the native conifer species which may be used are: grand fir(Aibes grandis), sitka spruce (Picea sitchensis), shore pine (Pinus contorta), Douglas-fir(Pseudotsuga menziesii), western redcedar(Thuja plicata), western hemlock (Tsuga heterophylla). rig the native tree species which may be used are: vine maple (Acer circinatum) big-leaf maple (Acer crophyllum), red alder(Alnus rubra), Pacific madrone (Arbutus menziesii), quaking aspen (populus emula), black cottonwood (Populus trichocarpa), bitter cherry (Prunus emarginata), Oregon white oak (Quercus garryana), cascara (Rhamnus purshiana), Pacific willow (Salix lasiandra), Scouler's willow (Salix scouleriana). Among the native shrub species which may be used are: service-berry (Amalanchier alnifolia), red osier dogwood (Cornus stolonifera) salal (Gaultheria shallon), ocean spray (Holodiscus discolor), indian plum (Oemlaria cerasiformis), Pacific ninebark (Physocarpus capitus), red flowering currant(Ribes sanguineum), wild rose (Rosa gymnocarpa), Nootka rose (Rosa nutkana), swamp rose (Rosa pisocarpa),willows (Salix ssp.), red elderberry (Sambucus racemosa), snowberry (Symphoricarpos albus), evergreen huckleberry (Vaccinium ovatum), red huckleberry (Vaccinium parvifolium). 6.) Surface drainage shall not be directed across the face of a marine bluff, landslide hazard or ravine. If drainage must be discharged from a bluff to adjacent waters, it shall be collected above the face of the bluff and discharged to the water by tight line drain and provided with an energy dissipating device at the shoreline. A shoreline permit is required to discharge water at the shoreline. 7.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Native Vegetation." 8.) All construction activities, including the storage and preparation of materials, shall not encroach upon the designated geologically hazardous area, or its associated buffer. 9.) Damage to vegetation to be retained on site shall be minimized by directional felling of trees away from these areas. 10.) The applicant shall permanently separate the boundary of the landslide hazard area buffer from the remainder of the subject property through installing and maintaining one of the following; logs, trees, a hedge row, or other prominent physical marking. The separation method identified by the applicant shall be approved by the Critical Area Administrator prior to planting or installation. 11.) Vegetation retained on-site following completion of clearing for roadways, utilities and the like, may be cleared only if such clearing is absolutely necessary to complete the proposal (Note: This condition shall not be construed as allowing removal of native vegetation within a designated critical area or its associated buffer). 12.) The applicant shall follow the recommendations stipulated through the submitted Geotechnical Report (Report No. 102-00019, pages 8-12)conducted by Krazan &Associates, Inc. !� /Z� /°Pel arren Hart, AICP Date Critical Areas Administrator I understand that the granting of the above waiver from the provisions of the Jefferson County Interim Critical Areas Ordinance is made subject to my complying with the above listed conditions, and that any violation of said conditions shall result in revocation of the permit or approval and further review of the project under the Critical Areas Ordinance. Please sign a return t e D ent of Community Development. T�c' C) Applicant's Signature Da e c: File ~ti I:\F_CAR_Waiver_W_Conds.rpt 12/13/99 i BUILDING PERMIT APPLICATION i , Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00438 Received Date: 6/30/2000 SITE ADDRESS: E QUILCENE BAY RD QUILCENE, 98376 APPLICANT: FISHERMAN'S PT HOMEOWNERS PHONE: (206)433-1900 12301 MARGINAL WAY S SEATTLE WA 98168 SUBDIVISION: J ', , Block: Lot PARCEL NUMBER: 701314 'f Section: 31 Township: 27 N Range: 01 W CONTRACTOR: HEINST&JENNINGS INCjE:''px (360)697-2132 if?). 5O c' Zg.? / -_ POLSgO (�i� >�6c 36D ri!3 �I!ZSI Noizrc 36-0 7741 77/C ARCHITECT/ DAVID BALAS ENGINEER : 5173 EAGLE HARBOR DR gm6 FVg 'Q 3 BAINBRIDGE ISLAND WA 98110 PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,178 VALUATION 19,920.00 ADD'L: 1,054 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: 904 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 996 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 4 Prop: 2 Seismic Streams Total: 4 Total: 2 Flood Way Flood Plane Routing Date: F&W Landslide Shoreline Aquifer Forest: Commercial Rural —Proximity - flat eodie Type Amount Paid By: Date: Receipt: .. o a to Permit $1,828.15 MAM 06/30/00 32035 A 4 Plan Check $548.45 MAM 06/30/00 32035 6, T ��)� State Building Code $4.50 MAM 06/30/00 32035 U C o Potable Water Application $30.00 MAM 06/30/00 32035 Total: $2,411.10 "efferrson County P Izinning &Building Department is\F_BLD_App_Bld.rpt 10/29/99 6 2t k �� ON co i Jefferson County�artment of Community Oouelupment ti e„ 621 Sheridan Street,Port Town,,:nd WA 88368[360]370-4450 Ire _Y .41 0 \ .____. ..,,, ,,y_., perml A --) 0 , 0 f,..„,_ _,,....., Project Description: Building Type: Project Type: Frame Type: mgle Family flew ii*""Tood Garage Attached/Detached Addition = Steel I Modular Alteration/Remodel Concrete Commercial I Repair I, Masonry Multi-family/#of Units - Demolition =_ Other: Industrial l. Other: Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: ''-- Sewer I Community System Electricity ii Oil Proposed: Proposed: dividual System C' Woodstove propane Total: Total: 2'^ If not sewer,fill out the following: Li Heat Pump Conventional %'Alternative 1 Other Permit # SEP _ War Supply: r6 Private well I Two Party Well a Public:Name of p t "sy l): Square Footage: �Lj For Office Use Only Main Floor Z,1 ? g ��O N �b UBC OCCUPANCY GROUP - /� 2�Floor Jr 4., t�� \ s9 fee / /3 J �o 3rd Floor /��3 Plan Check fee �'• / 5 Htd Basement (70 f' 7 S ate Surcharge fee �/> C) Unhtd Basement ' / subtotal d` 3 g-/% `0 q I Garage/Carport ( 41 t; 't` ' • ," o, 0 Pot Water Review fee c 3 0 -O 0 Decks 911/Rd Approach fee n 9'_d6 Commercial \ TOTAL p-C. Y'�v - (0 Industrial Receipt # __3�G 3 S -- Other . -to Cash/Check# Total Valuation: d Initials Or \ Date 6 -�j()-6 Estimated Cost: J i v Cs. _ If within 200' of the Shoreline, i 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 my 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 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 it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of en the applicant's prop or structue shall be requested and shall occur during regular business hours. Signature: Date: b S 0 2..su c .) . lit A Lens AK1, H)T Cr Jefferson County Department of Community Development � 5°N c, 621 Sheridan Street,Port Townsend WA 98368 (360) 379-4450 � ' -$ Universal Plot Plan Fill in the following blanks as completely as possible : Project Description: Sl II \e. - -4.w (1 Ye5 ; dc,1 : v/ At1cLi dam& -44— 9 Digit Parcel Identification Number (from your tax statement): —ID ' _ 14 - Q #t) Site Address EC4,6I-a);le C Li j;elt " , 911#: Road Name: t Zip Code: Legal Description Subdivision Name: Block: Lot(s): Section: Township: Range: Parcel Size (acres or square footage): Property Owner: F 4 5+H E`t2 NJ Ft ) r L. L. 6 Phone: zo(0. 43 3 , I iI 06 Mailing Address: i 2.5,0 1 Applicant/Occupant: I 4 G 1 ' Phone: (if different from owner) V t h 4 606 1.1 G L ,,� 1 i'l SANIAL Mailing Address: �j r Authorized Rep: e Atv i ci J� c,3 g, v, ,[, . 4e Phone; b &4 2 16c� ,, Mailing Address: 5) 7 2 .5 k T�j 4 Dv- ,",'f:,, $ 1 i5 i l 0 General Contractor: ` `"y Or Manufactured Home Installer: 1-1 CE vt,S "1-J ,In i v� S II C, Phone: 3G 6 •6 17, 2_)5 z.. Mailing Address: Contractor's State License Number: Expiration Date: Septic Designer: 16 f ( Phone: Mailing Address: Architect /Engineer: Phone Mailing Address: f Loan Lender/General R j Phone: Contractor's Bond Holder: /U//A. Mailing Address: FOR OFFICE USE ONLY Fire District: Planning Area: School District: Zone: 1/00 H:\home\pincntr\forms\universal plot plan \ 222.04° +/- \\ \ A o �� \\ . rn N N \\ N N \ + ',, N. N. 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SLAB ` \ � 4-6 \\ \\ r W S a C 6 OUNDATION DETAIL ALL SCALE 1/2" Dec 9K04 2 ` EV 48 b /2� EL fan 7'— 00 i -6b _ A7 E q1 I I I I j BEA 4 A - L _ _J C T A co INDICATES BRACED WALL PANELS MINIMUM PER UBC SEC. 2320.11.4 TYPICAL — 3 ANCHOR BOLTS, ONE 0 EA.1/5 POINT, 2'-8' HOLDOWN HD2a min. 3"bolts—WHERE INDICATED MIN. 18'-0" 5'-0' v 3'rhdrhd 2' rd — — — — — — — — — — — — — — — — — — — — — 1'Lpp. ppIp ---- ---� — J 42''9" Lo W/ 3-2 sstbl6 6 wical 28'-5 5/8' \ / / I I o I I / G A R A G E ELEV. —6" \`\\\\ ✓/ ,// moo 0 \ . K g, \ / ,9' �0, \ 7 M ALl N E N T R Y -_-J 2X6 WALL SECOND FLOOR 1/2' CDX LAPPED W/ SECOND FL. 2X6 WALL P.T. 2X6 SUB —SILL 1/2' A.B. ® 48"O.C. 8' WALL W/ #4 @18" EA.WY. 4' CONC. SLAB W/ 4X4 WWM d VAPOR BARRIER UNDER OVER 6' COMPACTED SAND FOUNDATION DETAIL ?\J ALL SCALE 1/2" = 1'-0" �8• Foundation asement Floor Plan n SCALE : 1 /4" to i W/ (2) #4 CONT. LAP 12' 0 CNRS. a Q ADDED SHEAR WALL LOCATIONS O4.15.01 SHOWN IN CLOUDS TYP. 2X6 WALL '2"X12' AB W/ 2X2 SO.> /4' T&G COMPLY SHEATHING (APOR BARRIER David U U B alas, U U Architect 5173 Eagle Harbor Bainbridgge Island Washing on 98110 206-842-9093 0 DAVID X16 FTG. W/ (2) #4 CONT. LAP 12' CNRS. JOB TITLE FOUNDATION DETAIL ❑ O 1 ALL AE 1 TJI CONT. SOLID BLOCK OVER WALL 2X66 P.T.2X6 SILL PLYWOOD ® 48'OC 1/2" A.B. 048'O.C. 8X18 CONT.W/(2)#4 BAR 00 2 FOUNDATION DETAIL ALL SCALE 1/2" = 1'-0' /2X6 PIER WALLS ! W/ HOLD DOWNS ' CDX EA.SIDE A.B. ® 12' IN AT ENDS STEM WALL #4 CONT. IN FOOTING #4 @18" EA.WY. IN WALL FOUNDATION DETAIL ALL SCALE 1/2" = R1 SOLID BLOCK 0 BEAMS AND WALLS TYP. AC66 6X6 �— BC66 BACKFILL PADS 36X36" PAD (3) #4 EA. WY. POST AND BEAM ON PAD BEAM 'A' 110sfx50/ 5,500 R1 15 fL W = 5,5004 S = M/Fb = 10�2N)1/250010,312.5 S = 49.5 5-1/8 X 12 GLB S=123 1=738 D allow = L/360 = 0.50' D = .013055g 15X12 1.8X10 X 738 D = 0.3' FOR 5-1/8 X 12 GLIB TYPICAL JOIST — MAX. SPAN (17'X1.333) X 60# 1360 17ft. R2 W = 1360/17 = 80#/LF W#/UN.'=6.66 V = WL 2 = 680# M = W /8 = 80X289/8 = 2890'/ V allow = 15501 M allow = 7470'# 12"WSI 424 (2100F) OR EQUAL D allow = L/480 = 0.425" D = 5X WL4 + WL2 384 X EI K W= LB. PER LINEAR INCH D - 5 384X 6617 621X10 6 )+ K66.24X17X12 2 00 D = 0.286' FOR 12" 424 WSI OR EQUAL C� �? U +Mj 0 U ti U h � NEW v 0 U O �i t 14 U U V W a) o O N � N U 0 0 CD CD 00 CD o o CD N CN N ON ,O N N C70 N hrj d- C> CD CD CD 0 g � W A C^`` Y W A2