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Home My WebLink AboutBLD2001-00506 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 #: BLD01-00506 Received Date 09/6/2001 SITE ADDRESS: 594 COUGAR RUN RD Issue Date 10/5/2001 QUILCENE, 98376 Expiration Date 10/5/2002 APPLICANT: Peo,A C To PHONE: _Cfl l IV 2\sc?1 �C C) (Act 2_ 3 3S-5 M VA- N��« k �;'A cl(-33 9 SUBDIVISION: LOG CABIN INN SHORT PLAT Block: Lot: 4 PARCEL NUMBER: 702272021 Section: 27 Township: 27 N Range: 02 W CONTRACTOR: OWNER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION GARAGE RE5UIRED INSPECTIONS: [ Setbacks (Shoreline Setbacks): /C /0-3 0 - o� [dVFootings: �-c✓ /O.-3O—a r [ ] Foundation: (J [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ 4111EM/Plumbing: /-y,---e--JZ- [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [ ] Final/Occupancy Approval: 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 Re 2 BUILDING PERMIT APPLICATION vew T pe: I Jefferson County Department of Community Development , 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD01-00506 Received Date: 9/6/2001 SITE ADDRESS: 5-94 COUGAR RUN RD QUILCENE, 98376 OWNER: GARY PHILLIPS PHONE: MARILEE PHILLIPS 450 PENNY CREEK RD QUILCENE WA 98376-8533 SUBDIVISION: LOG CABIN INN SHORT PLAT Block: Lot: PARCEL NUMBER: 702272021 Section: 27 Township: 27 N Range: 02 W CONTRACTOR: OWNER PHONE: REPRESENTATIVE(S): PAUL G TOWN PO BOX 492 PORT HADLOCK WA 98339 PROJECT DESCRIPTIO GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 8,640.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 864 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain F&W Landslide Routing Date: 9/7 �� Shoreline Aquifer � - Forest: Commercial Rural Proximity_ Plat Conditions Type Amount Paid By: Date: Receipt: Approved/Date Permit $167.25 MAM 09/06/01 30216 Plan Check $50.18 MAM 09/06/01 30216 APPROVED State Building Code $4.50 MAM 09/06/01 30216 Total: $221.93 DL I U 5 2001 JEF Ens• OU -T l.DEPT.OF da NI i'D; WNENT IO,NAT '" A ` 4� >.,� JEFFERSON COUNTY q DEPARTMENT OF COMMUNITY DEVELOPMENT h f1 1V 1 1:1 4.. 621 Sheridan Street • Port Townsend • Washington 98368 'S'$jNC�`�"� 360/379-4450 • 800/831-2678 • 360/379-4451 Fax SEP - b BUILDING PERMIT APPLICATI N JEFFERSON COUNTY Project Description: DEPT. OF COMMUNITY OEVE np�a.�NT �� Building Type: Project Type: Frame Type: ❑ Single Family K New X Wood A Garage Attache etached ,:" L Addition E Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bedrooms: Bathrooms: T e of Sewage Disposal: . T e of Heat: Choo ne: A e / Existing: Existing: ❑ Sewer I mmu 6 ❑ Electric • Proposed: Proposed: 0 Individual Syste a Woodstov Propane Total: Total: If not sewer out the o wing: ❑ Heat P ❑ Co ntional Alternative ❑ O r 't# SEP Water Supply: Private well ❑ Two Party Well❑ Public:Naan . water system: Square Footage: 6 7 '"For Office Use Only Main Floor �t�ta 4 0 / '0 UBC OCCUPANCY GROUP MI / � 2ND Floor ___ Base fee 7, �p� 3rd Floor Plan Check fee L_5-0 • I ? Htd Basement d State Surcharge fee 41, S 0Unhtd Basement { Subtotal c9 I r / Garage/Carport Pot Water Review fee Decks 911/Rd Approach fee 07 9- OJ Commercial TOTAL . 5 0 r /J Industrial Receipt# --. 0.2--1 Other Cash/Check# C,A 4 Total Valuation: Initials f 62_e Or �- o c Date i e Estimated Cost: rJ� 6C30 / 2°A16C4RirV/ C39e &O /a(5'9, 93 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 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 » apphcan property or structure sh be requested and shall occur during regular business hours. Sign e: ...e. Date: 6— 0/H: M LNCNTR\INFOBLDG\FO \BLDperrnitApplicationl/2000 SPECIAL CONDITIONS FOR CASE BLD01-00506 1.) The application was reviewed by the Jefferson County Department of Community Development staff on October 4, 2001 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: Type 4 stream, spotted owl, landslide hazard area 1. 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.) A Type 4 Stream (Fish and Wildlife Habitat Area) has been identified on the subject property. The stream will require a setback of 155-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 4.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 5.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar (Thuja Plicate), and Western Hemlock (Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder (Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry (Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow (Saliz Lasiandra), and Scouler's Willow (Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-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 Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus Racemosa), Snowberry (Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry (Vaccinium Parvifolium). 6.) A vegetative 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. tes) 7.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 48.) The identified Fish and Wildlife Habitat Area (Type 4 Stream), shall maintain a vegetative buffer setback of 100-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM) to the detached garage. 9.) An additional setback of five (5) feet is required from the edge of the buffer area to the proposed detached garage. 10.) A permanent physical separation along the boundary of the buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 11.) 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. 12.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act (SEPA) pursuant to WAC 197-11-800(1)(b)(i). 13.) The site plan as submitted with the detached garage building application on September 6, 2001 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 October 4, 2001 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 14.) This approval is for a detached 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. 15.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 16.) A geotechnical report was not required for the detached garage. 17.) The parcel was created through the Log Cabin Inn Short Plat as recorded on December 7, 1981. 18.) Access to the site is provided from Cougar Run Road a private road (P524). 19.) Maximum lot coverage shall not exceed 25%. 20.) Minimum setback from Cougar Run Road or any ingress/egress easement is 20 feet. Minimum side yard setbacks are 5 feet. Minimum setback from the Type 4 stream shall be 155 feet. 21.) The building height shall not exceed 35 feet. is\F_BLD_Permit_Build ng.rpt 10/29/19 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: GARY PHILLIPS MARILEE PHILLIPS 450 PENNY CREEK RD QUILCENE WA 98376-8533 DATE ISSUED: October 05, 2001 DATE EXPIRES: October 05, 2002 MLA NUMBER: MLA01-00472 PROJECT PLANNER: M FARFAN PROJECT DESCRIPTION: GARAGE GARAGE PROJECT LOCATION: Parcel number 702 272 021, Log Cabin Inn Short Plat, Tract 2 in Section 27, Township 27, Range 02 West, WM located at Cougar Run Rd, Quilcene, WA 98376 FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Developmen Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on October 4, 2001 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: Type 4 stream, spotted owl, landslide hazard area 1. 3.) 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. 4.) A Type 4 Stream (Fish and Wildlife Habitat Area) has been identified on the subject property. The stream will require a setback of 155-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 5.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 6.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir (Pseudotsuga Menziesii), Western Red Cedar(Thuja Plicata), and Western Hemlock (Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder (Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry (Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow (Saliz Lasiandra), and Scouler's Willow (Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-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 Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus Racemosa), Snowberry (Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry (Vaccinium Parvifolium). 7.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act (SEPA) pursuant to WAC 197-11-800(1)(b)(i). 8.) The site plan as submitted with the detached garage building application on September 6, 2001 has been reviewed for consistency under the UDC, and hag been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated October 4, 2001 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 9.) This approval is for a detached 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. 10.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effectiv August 28, 1998. 11.) A geotechnical report was not required for the detached garage. 12.) The parcel was created through the Log Cabin Inn Short Plat as recorded on December 7, 1981. 13.) Access to the site is provided from Cougar Run Road a private road (P524). CONDITIONS: 1.) A vegetative 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.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 013 The identified Fish and Wildlife Habitat Area (Type 4 Stream), shall maintain a vegetative buffer setback of 10\ris 100-feet. The setback shall be measured horizontally from the Ordinary High Water Mark(OHWM) to the detached garage. 4.) An additional setback of five (5) feet is required from the edge of the buffer area to the proposed detached garage. 5.) A permanent physical separation along the boundary of the buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 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.) Maximum lot coverage shall not exceed 25%. 8.) Minimum setback from Cougar Run Road or any ingress/egress easement is 20 feet. Minimum side yard setbacks are 5 feet. Minimum setback from the Type 4 stream shall be 155 feet. 9.) The building height shall not exceed 35 feet. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development. Development pursuant to this permit shall be undertaken subject to the applicable development and performance standards of the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as"critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or flood plains are advised to do the following: -Set back buildings, utilities and roads as far as possible from surface waters (streams, rivers, lakes, marine waters), or at least 150 feet from the edge of the water -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches Any individual, group, or agency can bring suit for a listed species "taking," even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle at (206)526-6613, or the U.S. Fish and Wildlife Service at(503) 231-6121. APPEALS: Pursuant to RCW 36.70C, the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court within twenty-one (21) calendar days of the date of issuance of this land use decision. For more information related tojudical appeals see UDC Section 8.5.2. The SEPA Official has issued a Determination of Significance for this project. This Threshold Determination may not be appealed to the Hearing Examiner. For more information related to SEPA appeals see UDC Section 8.10.12. D 4iAjA) U C Administrator • - _ • • -•. _ ,- —,..-4....... ............... ,---,........-- • E : E ] V -E ---, . ._ .,.. . i ,,......,s‘r \-......„. . .)...\ - i •-- _ . _-_-- . — - - -.:, -.74 • • , ), JEFFERSON COUNTY _ DEPT. OF COMMUNITY DEVELOPMENT - - , v.- '? .G`N. _____. _ • . . ....z, *43 (13, '.NI - - t• • APPROVED _ • - i-...0 :- - . - PLAN SITE ..-: Stormwater B rs '\.,„ -......... r-,,, k.,--,' • - ; --•iiiil it, . - a .1.1— .0494 - OCT 4 aM 1 ... _ ti - ..1 1 ... --, JEFFERSON COUNTY . c-)- - - DEPT.OFGO ir,„jr,,j, # .IVELOtI4IENT ._ - -K, --. -s -4 SIGNATURE. ---1*<. ;.-. - i • . . . f'•- „,. r:',6 C: -2"\ 4, C . - . . Z. ..... .-- .. . • •-. • •_, b - - -- - Ti • •??.•; .,--- L, 1 . 1 . N) .. . ..... N) i_. . ----..,-- _ --o . . .. - t 3.,-- 0 l< /c; ,_-- _ . ----- ec)\/ --z- i4i'-'. . -D -'- ...-7 --\ - -- • „-...... -"?.: , - , - 1 ,-- ?c,g).• s . Nv---- . . / \ \ ...9 • J .i ,....,•,;;Rk,,, ••••.-- ,-,.., , ,,- •\.) ...,„ . • 7--- ..•)if..' __ . , ___ ,_, _ , 1., 1 ‘C I '4... lt... s 1 / 4/ •, ,, f\.. '. t / ,:r i / / - . . . .11 1 / ---'-' • '' \ 1 /' ,/ ./.' 1 . •, - . ..., .-'4.. ''' .--• •:::-..-----------*--_ _-----------...---<.. _,....-. -.' • v.5- 1.`-''t-:-)--- .........------ .,., ,..._ ! 1 -.., • -.i....... „._ .• -J ..,..-. - . _ _ • ••-, -;..). •,-- / .. ,-- - - • _ -A4 , ,s' ' . • ... • - ,z--,,e,.. 2-..-'•:./7.-;i ,.•'''''::,"-:,',.'C f.a.A'•;,',-*;" - /-•?) . N . . f... ••••_., - ,,,.,... F 12'-0' I2' 0' 12'-0' G Q + 2 x 6 GRIT5 9 24' o.c. 2' W/ MTL. SID'G (TYP. OF ALL WALLS) / 24 24 J 24 �+pie 4' CONC. SLAB ON eey A 4' COMP. FILL TYP. T SLOPE 1'4' PER FT. TO DOOR5 sj sr eIC S'-O' x l'-O' OHD. 8'-L^' x l'-O' O.HD. 24 24 W4 Q 12'-0' 12'-0' FOUNDATION / WALL FRAMING PLAN - POST SHALL BE PER FOOTING SCHEDULE. SCALE 14 - 11-K/' ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL. - ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRE55URE TREATED. - ALL BEAMS AND HEADERS SHALL BE AS NOTED PER PLAN. MTL. ROOFING ON VAPOR BARRIER ON 2' RIGID INSULATION TOP P.T. 2 x 8 APRON a SLA a A E) 24' m CONC. / w 6 x F5T. 45 i / 24 1 24 a r OOF FRAMING FLAN - ALL BEAMS SHALL BE AS NOTED PER PLAN. SCALE iI i - SQL//m r ROOF PITCH SHALL BE 4:12, SLOPE DIRECTION AS C/4 - SHOWN �1 - OVERHANGS SHALL BE 15'. - ALL MANUFACTURERED TRUSSES: - Shall not be Field Altered without prior Bldg Dept. approval of Engineering Calc. - Shall have Dealgn Detalls and Drawings on Site For Framing Inspection. - SHALL BE IN5TALLED AND BRACED TO MANUFACTURES SPECIFICATIONS. - Shall can Manufacturers Stamp on Each Trues & x P.T. PST AS PER PLAT 0 W/ 2 x GRIT5 9 24' o.c. us W/ MTL 51D'G �� uuuu uuuu P.T. 2 x 8 APRON a SL (TYP. OF ALL WALLS) I� ❑ ❑ J ❑ ❑ ❑ ❑ W/ 2 x . GRIT5 24° c Q n (T MTL. ALL (T7P. OF ALL WALLS) FINISHED GRADE FRONT- ELEVATION - PROVIDE CONTINUOUS METAL GUTTERS AND DOWNSPOUTS AT ALL EAVES, TYPICAL. SCALE ; 1/4 ' _ 1 i -0 REAR ELEVATION SIMILAR 51DE ELEVATION.--- - RIGHT / LEFT ELEVATION SIMILAR. SCALE ; 1/4 ii - 11-0' GRADE F.T. 6 x "I PST. ( P.T..T. 4 x 6 O -a ENDS) 24' 0 x 40' DF. J PIER PAD i 24" mx32" 6 ENDS)m 24' OO ST. FTG. DETAIL DF FURLINS CN EDGE GEL TRUSS x o P.T. 6 x 2) 3a' Q GAL V. M.B"I HF PST.. (F .7. 4 x 6 a ENDS) 41 POST -TO -TRUSS DETAIL 2 x 6 02 DF PURL INS :'-4" c_o. TYP. Al TRUSSES CRO55 5ECTION 'A' ON )N ;ADE L PLAN NO. 2456-C .J08 NUMBER 01075 WEST SOUND AROHITEOTURE AND DESIGN P.O. BOX 1452 KIN65TON, WA c18546 560-2411-8255 FAX 360-241-8591 410FJ,GEr 11 JAMSTATE OF WAS IN DRAWN BY SGOTT S. DATE 6-26-2K REVISIONS All dimensions & conditions shall be verified by the contractor prior to the start of construction. OWNER: PAUL TOWN 560-5a5-a744 DRAWING: PLANS, SECTION $ ELEVATIONS 5Hee,�- 0 .. N., SCALE . 114'=11-o'