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HomeMy WebLinkAboutBLD2003-00283 BUILDING PERMIT APPLIATION MLA03-00248 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00283 Received Date: 5/5/2003 SITE ADDRESS: 7784 BEAVER VALLEY RD CHIMACUM, 98325 OWNER: MARK J FISSLER PHONE: (360)732-4161 PO BOX 3 CHIMACUM WA 98325-0003 SUBDIVISION: Block: Lot: T 27 PARCEL NUMBER: 901242013 Section: 24 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP POLE BUILDING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 9,274.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 576 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS 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: F&W Landslide c ' d pie Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: A P P) vim[ ate Permit $181.25 MAM 05/05/03 56090 U Plan Check $117.81 MAM 05/05/03 56090 State Building Code $4.50 MAM 05/05/03 56090 MAY 2003 Total: $303.56 Jefferson County planning & Building Department J 1% ,SI,101 • SPECIAL CONDITIONS FOR CASE # BLD03-00283 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 5/20/03 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: Landslide Hazard Area I/II (low to moderate), Erosion Hazard Area, and Susceptible Aquifer Recharge Area. 2.) 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 and after construction or during natural events such as earthquakes or severe rainstorms. 3.) The Geologic Hazard Area is associated with the identified bluff. The proposed garage will be approximately 300-feet away from the identified slope. 4.) 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. 5.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 6.) 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). 7.) The applicant is proposing to create or add 576 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 to control sedimentation and erosion on the subject property. 8.) 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. 9.) The site plan as submitted with the building application on 5/05/03 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 5/20/03 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 10.) This approval is for a pole building/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. 11.) The building height is not to exceed 35 feet. 12.) Beaver Valley Road is classified as a Major Collector and thus requires a minimum 30-foot setback. The site plan also identifies an ingress/egress easement which requires a minimum 20-foot setback. Further encroachment upon the identified bluff/slope will require further review. The remaining side lot lines require a minimum 5-foot setback. All setbacks shall be measured perpendicularly from the lot line to the proposed development. 13.) Maximum lot coverage is not to exceed 25%. Lot coverage is calculated by the amount of impervious surface which includes roof tops, driveways, concrete, etc. is\F_BLD_Permit_Buildng.rpt 10/29/1999 • BUILDING PERMIT 111 Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00283 Received Date 05/5/2003 SITE ADDRESS: 7784 BEAVER VALLEY RD Issue Date 05/20/2003 CHIMACUM, 98325 APPLICANT: MARK J FISSLER PHONE: (360)732-4161 PO BOX 3 CHIMACUM WA 98325-0003 SUBDIVISION: Block: Lot: T 27 PARCEL NUMBER: 901242013 Section: 24 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: POLE BUILDING REQUIRED INSPECTIONS: [ ] SETBACKS /Footings:) _-- 6419.. [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing t) s1/4l167 f 1 Propane Tank/Lines: [ ] Insulation: f 1 Sheetrock: f 1 Septic System Final Approval: [ ] Zoning Final Approval: f 1 Final/Occupancy Approval: O1C ',ha l,/ HEALTH DEPARTMENT APPROVAL REQUIRRED 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 • Jefferson Codlft'11 Department of Community Development ON 621 Sheridan Street,Port Townsend WA 6836813601370-4450 1.41 prmtpp - . ► flWE 0 tor 4.5 SO Project Description: Building Type: Project Type: .1�FJTY ❑ Single Family -New DEPT OF CO*M DEVELOPMENT ,1kr Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition 0 Other: ❑ Industrial ❑ Other: Pc f 2l/v& Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: �'� Existing: + ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: 0 Proposed: © St,Individual System ❑ Woodstove ❑ Propane Total: 'L.-- Total: ^ If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP qo Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor Consistency Review 47.00 2ND Floor Base fee 1 E1. 2S 3rd Floor Plan Check fee—65% • in Htd Basement State Surcharge fee 4+SCE Unhtd Basement Subtotal 3 Garage/Carport Pot Water Review fee52:07<,. Decks 911/Rd Approach fee Comm TOTAL 3 50- 5a Indu Receipt# G Oct 0 Oth 67` 4 • diC, n her—)Cash/Check# J O$ Total Valuation Initials Or �� Date Estimated Cost: /66try, If within 200' of the Shoreline, 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 the applicant's property or structure shall be requested and shall occur during regular business hours. Signature: / fly -A— Date: -.7 7 1)3 .OVER H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 • 1 - , 6- Z , -- Os X- , 1 0 .4-- \Ot IN' 'CI rt. •••., '....k • -..,,, - -- — --...(' • : — -, -,...,, 113 , \ (fi 2, Tv,i iA `a r.% 4 ). (00,1144) iv% A\ iNs •••-) ...„ .7z,. ••„,„,. u.„,(41 ‘A m. .-- ay c i A 0, % - -tc- 1.../ i -A 7 '''''', 51 ‹,* .*\ '' i to .......ras V) 0. N• \,....., ,,..., flij ..• ........"IS Ilk•. ,41 r z NIN.... . 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(0.O.N.) rMIIW A 001101CIB FOR FOOTINGS itSIAPS Pe-RA0o PO II.. COMMIT! FOR ►00TN1GS AND SACN111 SHALL or CASTE ACINST MATYE VMD ISR lama POE.OF THE BIZ AND SHAPE AS SHOWN ON DRAWINOS. III' - FLA'OCOORNE 7. RARIMO sumo■IAIA. De PRE-DRHLIC PRIOR TO BMW Pod NAILS & 10440 'S NUJ MAU.SE CALT. SOX TY►ENON) 2'-O.. W. WIZCOMM S 10 AS URE P'U SOLT11TAR PERf/MOKUlAl1 TO #A w A• "1..- R E B A R Tilt ON TADS TO ASSURE FUEL BOLT BEARING ILO. SEE TIROS CRAVINGS FOR 1101116LZ TRUSS 01LOC1111/0 RIMIRD Z�I•' EMBEDMENTIENTS INTO FOOTING II, ALL TMOMMNAW it ROUGH SAVM AND MATED TO 0.60 RR FASTEN EAT/Z SCREWS H GIRT OR PURUN W/cc* TYPSc. It NO OT118R NATIR1AI! SHAU. BE USED V/0 why Emma APPROAYAL HA R PIN TYP. PANEL © NOTES OD (TYP)ALLI EXCEPT CORNER COLUMNS © N/O EXTENDED LEG N.T.S. ENOWALL NAIL EA PURLIN COLUMN BUTT TOP 2w3 To mock( 13-20d TOTAL CABLE END �„ TIc1-IT To COLUMN / W 2-20d RAFTERS '!� 2x3 (A REDO Trim) ILI NAIL PURLIN ����' GIRT 7 //' TO PURLIN W/ �'► _ .RACE I�,�/I/ 1 00 O ' --�'`il��� ORS.►�� 12- O.C. '__ /� / ...,,,,-art...- . \�ijsm. 2w PURLIN SLOC►� Vw -.`\ II... I - ---- . NAILED THRU TOP \ TOENAIL PURLINZ NAIL TO �� CHORD/BAITER SIDE OF W/ 4-20d TO EA RAFTER W/ ENDwALL 'TOP 2w3 RESTS (2 EA SIDE 1-ZOd (TYP 3 TOTAL) COLUMN ON Ae 19 NAILED (Tyr.) .4204 TO EA O w TT ON DOUBLE TRUSS 2-20d (TYP) (OR RAFTERS) /A 4 1110 ..1*- BRACING DETAIL PURUN BLOCK NAILING (TRUSSED BUILDINGS ONLY) .+ gi f j '�7,' W Et ,_,. f-----_____: i___!IY _ 5 CY CEVEZpFEfJTIf • 'Me i)14 'I' ... . f., .... , _ , rr A , we,lk, , , a ro mk°' { a`' T G EEE 1 t 1 7= '6 4 „,, ,,,,,, ..), .. , i , .. 10`� ..,(1Q t V 1u ,) i .E- rr '4A-- ,..,. t---- Zit i 0 t� ' _ LA.IV 2 of 2 • I! r ^ • JANE & MARK FISSLER , ' , M & lY BUILDING SUPPLY -, 7784 BEAVER VALLEY RD �P4 CUSTOM POLE BUILDINGS CHIMACUM WASHINGTON , RLI76 8. HWY. M>ic 24' WIDE r 24 . LONG N 10' EAvE o 1 ,JEFFERSON ROOF LOAD' LIVE 25 PSF SLAB I HAIRPINS SHOWN FOR CONSTRAINMCNT ONLY. DESIGN, CANBY. OREGON 97013 �__ MIX. THICKNESS. CJ• s. S. REINFORCEMENT BY OTHERS THIS )/00' zea-eMaa ^t DEAD LOAD' 3 PSF STRUCTURE HAS NOT SEEN DESIGNED FOP USE VITH INTERIOR I00]) 2ee-7102 (FAX) u, 1(1\ +\/\\ 1�_\\�� /,° ' WIND LOAD' AO MPH EkP, B FINISH MATERIALS SUBJECT TO DAMAGE OR FAILURE DUE TO SCALE NONE \ ` N LATERAL MOVEMENT. PLANS HAVE BEEN PREPARED TO DE USED C' - 4'-�1 / ISEISMIC ZONE' 3 EXCLUSIVELY VITH MLR BUILDING SUPPLY. INC. FURNISHED + "'� FDUNr1AT BON PRESSURE 1500 PSF MATERIALS. DRAWINGS ARC FOR STRUCTURAL COHPL IANCC ONLY. DDI/SS A/t9/99 THEY ARE NOT TO DE CONSTRUED AS HAVING BEEN PREPARED LA' SOIL BEARING' 150 PSF' FOR BUILDING USE. OCCUPANCY. AND/OR FIRE I. LIFE-SAFETY BULL" NG DESIGN 1997 UBG ISSUES REQUIRED BY LOCAL AGENCIES OR CODES. ANY CHANGES TO THIS DRAWING IT ANY PERSON OR AGENCY WITHOUT ENGINEER'= .. ��/ CLOSED BUILDING APPROVAL, HAY RELIEVE ENGINEER OF DESIGN RESPONSIBILITY. BUILT M1199266 ( 1 . i, IL,... Er