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BLD2009-00274
CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 Al Scalf, Building Official PERMIT #: BLD09-00274 SITE ADDRESS: 1064 BECKETT POINT RD Issue Date: 12/24/2009 PORT TOWNSEND, 98368 Final Date: 12/13/2011 APPLICANT: VERNON BARNETT PHONE: PO BOX 1964 WA 98368 SUBDIVISION: 3PgOR3Tg5TOWN5SEND BECKETT POINT FISHERMAN'S CLUB Block: Lot: 29 PARCEL NUMBER: 932200729 Section: 23 Township: 30 N Range: 02 W PROJECT DESCRIPTION: NSFR and shoreline exemption permit (SDP09-00066). (Detached garage permit # BLD09-00275). FLOOD DEVELOPMENT PERMIT THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2006 EDITION. OCCUPANCY GROUP: R-2 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON12/13/2011 1 AF_BLD_Occu pan cy. rpt 10/29/19 U oCT = a) _ > a) N U E .o O a) Q N a) Ocn V a) c C 'C O Q a)a) O a) 'Q o O s a) N U) O Q � C � C N a) o :z O U a) 8.2 0 a) Q u (n O C: C -012- 0 0.2-O m m a) 0 Uai ` 'j M > m o E �-0 o m � � i a) a) cz -0 0 LO m t" M 0 W z J O 2 z O H U W d z O LO V V 6� r co O co co z O 0 c� z 0 J_ CI] om tL W 75 z F— LU d = a) _ > a) N U E .o O a) Q N a) Ocn V a) c C 'C O Q a)a) O a) 'Q o O s a) N U) O Q � C � C N a) o :z O U a) 8.2 0 a) Q u (n O C: C -012- 0 0.2-O m m a) 0 Uai ` 'j M > m o E �-0 o m � � i a) a) cz -0 0 LO m t" M 0 W z J O 2 z O H U W d z O LO V V 6� r co O co co z O 0 c� z 0 J_ CI] Peg LZ Cn - 2-7 y Webmail Collaboration Suite Fwd: construction approval From: cacdrs@comcast.net To: lsbishopO3@embarqmail.com ----- Forwarded Message ----- From: cacdrs@comcast.net To: lsbishop03@embargmail.Gom Sent: Tuesday, February 9, 2010 9:24 Subject: construction approval M IaV,ivi, IsbishopO3@embarqmail.com Wednesday, February 10, 2010 11:43:06 AM 11 AM GMT -08:00 US/Canada Pacific Loren, Per our conversation yesterday, I contacted three board members by phone and they agreed that allowing you to move forward is the best and fairest course of action. The roof ridgeline on your project will be approximately 4 inches above the limit for Beckett Point construction, but that appears to be the result of a small calculation error ocurring during the revision of the original plans that indicated a roof height 1 foot above limit. Your good faith efforts to comply, the considerable cost increases and certainly your forthrightness support our decision. The remainder of the Board members will be informed of the action and be polled for input. However, we do not anticipate any resistance or further difficulties. Dan Speth Beckett Point Building Committee Co-chair dt'� U t (mk's http://mdl9.embarq.synacor.com/zimbra/mail 2/16/2010 Jefferson County Building EVsion Permit Nu .r: BLD09-00274 Applicant: BARNETT BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 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 Erosion Control } D Setback from Beckett Point Road right-of-way is no less than 20 feet. side sethaeliq are na less than 5 feat Roar- setbarak (shar-ekn@4 is a minimum of 30 feet from Ordinary High Water Mark and landward of he "Historic Building Setback Line". SEE CONDITIONS 4 & 5 Foundation Footing Footing Drains ,, ,^ r PPLICANT IS REQUIRED TO HAVE AN ARCHAEOLOGIST ON XCAVATION. Foundation Stem Wall j6 Underground Plumbing Under Floor Framing Straps (hold downs) Ext. Shear Wall Nailing Rough -in Plumbing Framing 5 I J Blocking Airseal Insulation: Walls .. r Insulation: Floors Insulation: Ceiling Int. Shear Wall Nailing Wallboard Nailing' l . —L Gas Line: Interior Gas Line: Exterior Propane Tank Heat/Chimney Clearance , Drywell/Alt Drainage fir SEE CONDITION"O OR PLASHBLO yKS Address Posted l Miscellaneous EXCAVATION MONITORING APPROVAL FINAL INSPECTION ir 7"_ C� Cma .* FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR 10 BUILDING PERMIT 0 Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD09-00274 Received Date: 8/17/2009 SITE ADDRESS: 1064 BECKETT POINT RD Issue Date 12/24/2009 PORT TOWNSEND, 98368 Expiration Date 12/24/2010 OWNER: VERNON BARNETT PHONE: 360-385-7515 PO BOX 1964 PORT TOWNSEND WA 98368 SEWAGE BECKETT POINT FISHERMAN'S CLUB SUBDIVISION: Exist: 0 Block: Lot: 29 PARCEL NUMBER: 932200729 Section: 23 Township: 30 N Range: 02 W CONTRACTOR: BISHOP BROTHERS CONSTRUCTION PHONE: (360)301-1979 LOREN BISHOP 371 BISHOP HILL RD CHIMACUM WA 98325 Contractor's License BISHOBC093D6 Expires 1/11/2011 PROJECT DESCRIPTION: NSFR and shoreline exemption permit (SDP09-00066). (Detached garage permit # BLD09-00275). FLOOD DEVELOPMENT PERMIT TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 580 VALUATION 94,146.00 ADD'L: 640 HEAT TYPE: EEE CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: R-2 UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK: 130 BANK HEIGHT.- EIGHT: SEWAGE DISPOSAL: CMY WATER SYSTEM: PUD BEDROOMS: BATHROOMS. Exist: 0 Exist: 0 Prop: 2 Prop: 2 Total: 2 Total: 2 Directions to Site: SEE DIRECTIONS & MAP IN FILE Type Amount Paid Bv: Date: Receipt: Permit Plan Check State Building Code Potable Water Application Total: $958.75 LYK $623.19 LYK $4.50 LYK $62.00 LYK $1,648.44 08/17/09 110739 08/17/09 110739 08/17/09 110739 08/17/09 110739 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 3 pm the day before inspection is needed. Monday Inspections must be received by 3 pm on Thursday before inspection is needed. Office H ou rs 9: 00 a. m. - 4:30 p. m. HOT LINE AVAILABLE 24 HOURS A DAY ONDITIONS for Building Permit# :BLD09-00274 1.) APPLICANT IS REQUIRED TO HAVE AN ARCHAEOLOGIST ON SITE TO MONITOR AND EVALUATE DURING ANY EXCAVATION. THE ARCHAEOLOGIST IS REQUIRED TO SUBMIT A SHORT REPORT OF THE MONITORING AND RESULTS AFTER THE EXCAVATION IS COMPLETE AND SUBMIT IT TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT (MICHELLE FARFAN) AND DEPARTMENT OF ARCHAEOLOGY AND HISTORIC PRESERVATION (GRETCHEN KAEHLER). 2.) PRIOR TO FINAL BUILDING INSPECTION, PROPONENT SHALL PROVIDE THE DEPARTMENT WITH AN ORIGINAL "FINISHED" CONSTRUCTION" FLOOD ELEVATION CERTIFICATE THAT HAS BEEN VERIFIED BY A LAND SURVEYOR, ENGINEER, OR ARCHITECT AUTHORIZED BY LAW TO CERTIFY ELEVATION INFORMATION IN THE STATE OF WASHINGTON. 3.) DESIGN CRITERIA FOR SPLASHBLOCKS: A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS. A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. A SPLASHBLOCK OR A PAD OF CRUSHED ROCK (2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS. CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105,2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 5.) A SILT FENCE SHALL BE INSTED LANDWARD OF THE "HISTORIC BLMING LINE" PRIOR TO ANY LAND DI RBING ACTIVITY. APPLICANT/CONTR7TTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT SILT DOES NOT ENTER THE STREAM. IF NECESSARY A SILT FENCE SHALL ALSO BE INSTALLED SOUTH OF THE 55 FOOT STREAM BUFFER. THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND SURFACE. THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5 INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING CAN NOT OCCUR. ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED. The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements #1 through #12 of the Department of Ecology's Stormwater Management Manual for Western Washington 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. A Stormwater Site Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 8.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 9.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 10.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 11.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. Pre-existing legal lots of record less than one acre in size in rural residential districts are subject to the stormwater requirements in Chapter 18.30 JCC and must meet the "Area of Impervious Surface Coverage" to the maximum extent practicable as determined by the administrator. Lot coverage is defined as amount of impervious surface, which includes rooftops, driveways, concrete, etc. 12.) The building height is not to exceed 35 feet. 13.) Setback from Beckett Point Road—right-of-way is no less than 20 feet for the siri'Tie family residence. The detached garage (across the street) shall be no less than 5 feet from Beckett Point Road right-of-way (administrative reduction approved on September 16, 2009) Side setbacks are no less than 5 feet. Rear setback (shoreline) is a minimum of 30 feet from Ordinary High Water Mark and landward of the "Historic Building Setback Line". 14.) Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 15.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 16.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 17.) Flood hazard reduction measures are to be used as required by the Jefferson County Flood Damage Prevention Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15). 18.) Construction Materials and Methods of Construction to Reduce Flood Hazard (i) All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage. (ii) All new construction and substantial improvements shall be constructed using methods and practices that minimize flood damage. (iii) Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding. Locating such equipment below the base flood elevation may cause annual flood insurance premiums to be increased. 19.) New construction and substantial improvement of any residential structure shall have the lowest floor, including basement, elevated one foot or more above the base flood elevation (BFE). Fully enclosed areas below the lowest floor that are subject to flooding are prohibited unless designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwater. Designs for meeting this requirement must either be certified by a registered professional engineer or architect or must meet or exceed the following criteria: a. A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided. b. The bottom of all openings shall be no higher than one foot above grade. c. Openings may be equipt with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwater. 1.) Utilities shall be designed as specified in 15.15.080(c) of Jefferson County Flood Damage Prevention Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15) which states: (i) All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii) Water wells shall be located on high ground that is not in the floodway; (iii) New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters; (iv) Onsite waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding. 22.) 1) All new construction and subsTaantial improvements shall be anchored to flotation, collapse, or lateral movement of the structure. 2) All manufactured homes shall be anchored to prevent flotation, collapse, or lateral movement, and shall be installed using methods and practices that minimize flood damage. Anchoring methods may include, but are not limited to, use of over -the top or frame ties to ground anchors. Map Output 0 Page 1 of 1 ArcIMS HTML Viewer Ma Legend SeW ed Featwas Mg•° ac✓RDads ...... _ Pares -H A Ba u ndarza D _..,.... c tt poi -W730 022W724 9322007269 �3LYE�472 '+"2C432'2aq32200..... 13110435 932 ..,... 2�r2 W32272r " 3 5122W722 ' $cxLV�4i13i3 0322W724 �3322iA 135 132ciiiT23 ` 03.2M732 y I ,622W38 22: 00135 kduar.:€er.^tkxl yr . �*Cr:':.rah C..c r _ , r,-,a�'..,.. <..;. r_^yss3 $a • +,9ah FOR INFORMATIONAL PURPOSES ONLY - Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Aug 18 07:34:23 2009 http://gisserverlservleticom.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/18/2009 621 Sheridan St, Port Townsend,10 WA 98368 to 1064 Beckett Point Rd, Port Townsend, Page I of I 0 Directions to 1064 Beckett Point Rd, Port Goosle maps Townsend, WA 98368 7.6 mi — about 18 mins Save trees. Go green! Download Google Maps on your phone at gouge,comtgmm 621 Sheridan St, Port Townsend, WA 98368 1. Head south on Sheridan St toward W Sims Way/WA-20 go 0.1 Mi total 0,1 Mi 20 2. Turn right at W Sims Way/WA-20 go 1.4 mi About 3 mins total 1.5 mi 3. Turn right at S Jacob Miller Rd go 453 ft total 1.5 mi 4. Turn left at Discovery Rd go 0.4 mi About 1 min total 1.9 Mi 5. Turn right at Cape George Rd go 2.0 mi About 5 mins total 3.9 Mi 6. Slight left to stay on Cape George Rd go 2.8 mi About 6 mins total 6.7 mi 7. Turn right at Beckett Point Rd go 0.8 mi Destination will be on the right total 7.6 mi About 2 mins 1064 Beckett Point Rd, Port Townsend, WA 98368 - - . ......... I 1 1-1-1 11 1 - - � � � - ........... - ........ . .......................... - "I'l�1.11�l,".,�.11, -.1 ............... I ............ . . I -- I ......... . .... ...................... . .. ..................... . ............. ................ ..... ....... .......... .......... ........................ . .... These directions are for planning purposes only. You may find that construction projects, traffic, weather, or other events may cause conditions to differ from the map results, and you should plan your route accordingly. You must obey all signs or notices regarding your route. Map data 02009 , Tele Atlas http://maps.google.com/maps?f=d&source=s—d&saddr=621+SHERIDAN+ST,+PORT+T... 8/18/2009 n 0 Author: Janes C. Bare and SylvEistrr L. Lahren, Jr. Title of Report: _Addendun-: 4rchaeolnnical Manitoren!; ofthr of tht, Excavation of hr House a d curacy Fou-oat<ons, 1004 &&cK.rtt Point R.a=d. J.& rson County. V)as�incton Date of Report: January 12, 2010 Countyfiesj: Jeffersor. Section: 23 Township: 30% Range: eta, EM Quad: Ga,'dirrr, Vv'A 1984 Acres. .25 PDF of report submitted tREQUIRED) I-1 Yes Historic Property Export Files submitted? n No Archaeological Site( sOso lateis) Found or Amended? n No TCPdsf found? n No Replace a draft? n No Satisfy a DAHP Archaeological Excavation Permit requirement? f l No DAHP Archaeolo cal Site*: • Submission of paper copy is required. • Please submit paper copies of reports unbound. • Submission of PDFs is required. • Please be sure that any PDF submitted to DAHP has its cover sheet, figures, graphics, appendices. attachments. correspondence, etc., compiled into one single PDF file. • Please check that the PDF displays correctly when opened. it �ylaolo - fn�vd4b_ u�l�:,.�. (z4- ov ZrIC Cr�,^ ��A hsuk q- awQ�,� v SWCA ENVIWONMENTAL CONSULTANTS January 12, 2010 is 0 Letter to Gretchen Kaehler/DAHP January 12, 2010 Portland Office 434 NW Sixth Avenue, Suite 304 Portland, Oregon 97209 Tel: 503.224.0333 Fax 503.224.1851 www.swca.com Ms. Gretchen Kaehler Assistant State Archaeologist, Local Governments Department of Archaeology and Historic Preservation 1063 South Capitol Way, Suite 106 Olympia, WA 98501 Re: Archaeological Monitoring of the Excavation of the House and Garage Foundations, 1064 Beckett Point Road, Jefferson County, Washington.(45JE3051 Dear Ms. Kaehler: In December 2009, SWCA submitted to DAHP An Archaeological Survey and Presence/Absence Testing House and Garage Foundations, 1064 Beckett Point Road, Jefferson County, Washington, a report prepared on behalf of Diane Holmes and Vern Barnett of Port Townsend, Washington. Barnett was granted a Type 1 Land Use Permit on December 23, 2009 by Michelle Farfan (Jefferson County Project Planner). This letter fulfills, in part', Permit Condition 1 (applicant is required to have an archaeologist on site to monitor and evaluate during any excavation) and we recommend that this letter report be attached or appended to the report we submitted in December. As such, this letter report does not attempt to provide any background information, maps, or other documentation presented in our December 2009 report. Archaeological monitoring of the house and garage footings excavation was conducted by a professional archaeologist (Lahren) on January 11, 2010. The garage and house footing footprint area had been spray painted on the ground surface and the excavation was completed using a small backhoe with a 22 inch wide bucket equipped with 6 inch cutting teeth (see photos on next page). The garage trench excavation reached maximum depths below surface of 30-36 cm (12-14 inches) while house trench excavation reached maximum depths below surface of 28-40 cm (11-16 inches). The teeth of the backhoe bucket were first used to strip the A Horizon material from the surface where it existed. Once the A Horizon was removed, the bucket was used to scrape the surface of the trench repeatedly at a depth of 15 cm (6 inches) until the maximum excavation depths were reached. Each bucket full of soil that was removed was spread across the surface and Dr. Lahren inspected the spoils and trench profiles to check for the presence or absence of cultural materials. Examination of the excavated spoils and trench walls and floors confirmed that all sediments removed by the backhoe are fill material consistent with that encountered during the December 2009 survey and shovel testing. Excavation of the sewer grinder pit is being deferred until the contractor has completed foundation and framing work. The presence of an open sewer grinder pit in the active construction staging area in front of the new residence presents a safety concern. In addition, until the house has been substantially constructed, and its plumbing system 'stubbed out', the sewer grinding pump cannot be precisely located and installed. A separate contractor will be retained to excavate the sewer grinder when it is logistically safe to do so and the plumbing stub -out to which it will be attached is in place. L Ll Letter to Gretchen Kaehler/DAHP January 12, 2010 View of house foundation footing excavations in progress. View of garage foundation footing excavations in progress. No cultural materials were observed during the excavation of the house and garage foundation footing trenches. Excavation of the sewer grinder pump will be monitored and an additional letter report will be issued at that time to document completion of the Permit Conditions. Sincerely, SWCA, Inc. Sylvester L. Lahren, Jr. Ph.D. and James C. Bard, Ph.D., RPA Design Criteria for Splashblocks A typical downspout splashblock is shown in Figure 3.7. In general, if the ground is sloped away from the foundation and there is adequate vegetation and area for effective dispersion, splashblocks will adequately disperse storm runoff, Ifthe ground is fairly level;- if the structure includes a basement, or if foundation drains are Proposed, splashblocks with downspout extensions may be a better choice because the discharge point is moved away from the foundation. Downspout extensions can include Piping to a splashblock/discharge point a considerable distance from the downspout, as long as the runoff can travel through a well -vegetated area a:4 -described below. The following apply to the use of splashblocks: 1.. A vegetated flowpath of at least 50 feet should be maintained between the Jischarge point and any property line, structure, steep slope, stream, wetland, lake, or other impervious surface. Sensitive area buffers may count toward flowpath lengths. 2. A maximum of 700 square feet of roof area may drain to each splashblock. 3. A splashblock or apad of crushed rock (2 feet wide by 3 feet long by 6 inches deep) should be placed at each downspout discharge point. 4. No erosion or flooding of downstream properties may result, 5. Runoff discharged towards landslide hazard areas must be evaluated by a professional engineer with geotechnical expertise or a qualified geologist. Splashblocks may not be placed on or above slopes greater than 20% or above erosion hazard areas without evaluation by a Professional engineer with geotechnical expertise or a licensed geologist, hydrogeologist, or engineering geologist, and jurisdiction approval. 6. For sites with septic systems, the discharge point must be downslope of the primary and reserve drainfield areas. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield or where site conditions (soil permeability, distance between systems, etc) indicate that this is unnecessary. February 2005 Volume 111— hydrologic Analysis and Flow Cor*D1 BMps 3-15 Roof dawnspout - serves up to 700 sf. Of roof 50' min. Vegetated flow path, Splash block i Downspout extension NT Splash block Figure 3.7 Typical Downspout Splashblock Dispersion 3-16 Volume 111 – Hydrologic Analysis and Flow Control BMPs ebruary 2005 • e BMP C105: Stabilized Construction Entrance Purpose Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by vehicles or equipment by constructing a stabilized pad of quarry spalls at entrances to construction sites. Conditions of Use Construction entrances shall be stabilized wherever traffic will be leaving a construction site and traveling on paved roads or other paved areas within 1,000 feet of the site. On large commercial, highway, and road projects, the designer should include enough extra materials in the contract to allow for additional stabilized entrances not shown in the initial Construction SWPPP. It is difficult to determine exactly where access to these projects will take place; additional materials will enable the contractor to install them where needed. Design and • See Figure 4.2 for details. Note: the 100' minimum length of the Installation entrance shall be reduced to the maximum practicable size when the Specifications size or configuration of the site does not allow the full length (100'). A separation geotextile shall be placed under the spalls to prevent fine sediment from pumping up into the rock pad. The geotextile shall meet the following standards: _ Grab Tensile Strength (ASTM 134751) 200 psi min. Grab Tensile Elongation (ASTM 134632) 30% max. Mullen Burst Strength (ASTM D3786 -80a) 400 psi min. AOS (ASTM 134751) 1 20-45 (U.S. standard sieve size) • Consider early installation of the first lift of asphalt in areas that will paved; this can be used as a stabilized entrance. Also consider the installation of excess concrete as a stabilized entrance. During large concrete pours, excess concrete is often available for this purpose. • Hog fuel (wood -based mulch) may be substituted for or combined with quarry spalls in areas that will not be used for permanent roads. Hog fuel is generally less effective at stabilizing construction entrances and should be used only at sites where the amount of traffic is very limited. Hog fuel is not recommended for entrance stabilization in urban areas. The effectiveness of hog fuel is highly variable and it generally requires more maintenance than quarry spalls. The inspector may at any time require the use of quarry spalls if the hog fuel is not preventing sediment from being tracked onto pavement or if the hog fuel is being carried onto pavement. Hog fuel is prohibited in permanent roadbeds because organics in the subgrade soils cause degradation of the subgrade support over time. • Fencing (see BMPs C103 and C104) shall be installed as necessary to restrict traffic to the construction entrance. 4-8 Volume 11— Construction Stommater Pollution Prevention February 2005 • Whenever possible, the entrance shall be constructed on a firm, compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. Maintenance Quarry spalls (or hog fuel) shall be added if the pad is no longer in Standards accordance with the specifications. • If the entrance is not preventing sediment from being tracked onto pavement, then alternative measures to keep the streets free of sediment shall be used. This may include street sweeping, an increase in the dimensions of the entrance, or the installation of a wheel wash. • Any sediment that is tracked onto pavement shall be removed by shoveling or street sweeping. The sediment collected by sweeping shall be removed or stabilized on site. The pavement shall not be cleaned by washing down the street, except when sweeping is ineffective and there is a threat to public safety. If it is necessary to wash the streets, the construction of a small sump shall be considered. The sediment would then be washed into the sump where it can be controlled. • Any quarry spalls that are loosened from the pad, which end up on the roadway shall be removed immediately. • If vehicles are entering or exiting the site at points other than the construction entrance(s), fencing (see BMPs C103 and C104) shall be installed to control traffic. • Upon project completion and site stabilization, all construction accesses intended as permanent access for maintenance shall be permanently stabilized. Driyevray shay meet the requirements of the pe-mv agency It is recomn mvied that the entrance be crowned so that runoff drains off the pad r M-R&I� ..f`•` Instal driveway cvh-ert H there is a roadside ditch presets 4"-W qua" spah Geotaxtiie I r min thidmess �— t�Fj Provide tui width of fnpross/epress area Figure 4.2 — Stabilized Construction Entrance February 2005 Volume 11— Construction Stonnwater Pollution Prevention 4-9 0 BMP C233: Silt Fence 0 Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. See Figure 4.19 for details on silt fence construction. , ndMons of Use Silt fence may be used downslope of all disturbed areas. • Silt fence is not intended to treat concentrated flows, nor is it intended to treat substantial amounts of overland flow: Any concentrated flows must be conveyed through the drainage system to a sediment pond. The only circumstance in which overland flow can be treated solely by a silt fence, rather than by a sediment pond, is when the area draining to the fence is one acre or less and flow rates are less than 0.5 cfs. • Silt fences should not be constructed in streams or used in V-shaped ditches. They are not an adequate method of silt control for anything deeper than sheet or overland flow. Joints in filter fabric shall be spliced at posts. Use staples, wire rings or 2 k2" by 14 Ga wire or equivalent to attach fabric to posts equivalent N standard strength fabric used II I Fitter fabric II E I I I iv II _c -6' max im T, Minimum 4"x4" trenchE J _ Backfill trench with native soil Post spacing may be increased or 3/4"-1.5" washed gravel to 8' If wire backing is used 2"x2" wood posts, steel fence posts, or equivalent rigure 4.7 s — sill rence Design and • Drainage area of 1 acre or less or in combination with sediment basin Installation in a larger site. Specifications • Maximum slope steepness (normal (perpendicular) to fence line) 1:1. • Maximum sheet or overland flow path length to the fence of 100 feet. • No flows greater than 0.5 cfs. • The geotextile used shall meet the following standards. All geotextile properties listed below are minimum average roll values (i.e., the test result for any sampled roll in a lot shall meet or exceed the values shown in Table 4.10): 4-94 Volume H — Construction Stont water Pollution Prevention February 2005 • 0 Table 4.10 Geotextile Standards Polymeric Mesh AOS 0.60 nun maximum for slit film woven (#30 sieve). 0.30 (ASTM D4751) mm maximum for all other geotextile types (#50 sieve). 0.15 mm minimum for all fabric types (#100 sieve). Nater Permittivity 0.02 sec minimum (ASTM D4491) Grab Tensile Strength 180 lbs. Minimum for extra strength fabric (ASTM D4632) 100 Is minimum for standard strength fabric. Grab Tensile Strength 30% maximum f ASTM D4632) Ultraviolet Resistance 70•/. minimum (ASTM D4355) Standard strength fabrics shall be supported with wire mesh, chicken wire, 2 -inch x 2 -inch wire, safety fence, or jute mesh to increase the strength of the fabric. Silt fence materials are available that have synthetic mesh backing attached Filter fabric material shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of six months of expected usable construction life at a temperature range of 0°F. to 120°F. 100 percent biodegradable silt fence is available that is strong, long lasting, and can be left in place after the project is completed, if permitted by local regulations. • Standard Notes for construction plans and specifications follow. Refer to Figure 4.19 for standard silt fence details. The contractor shall install and maintain temporary silt fences at the locations shown in the Plans. The silt fences shall be constructed in the areas of clearing, grading, or drainage prior to starting those activities. A silt fence shall not be considered temporary if the silt fence must function beyond the life of the contract. The silt fence shall prevent soil carried by runoff water from going beneath, through, or over the top of the silt fence, but shall allow the water to pass through the fence. The minimum height of the top of silt fence shall be 2 feet and the maximum height shall be 21/2 feet above the original ground surface. The geotextile shalt be sewn together at the point of manufacture, or at an approved location as determined by the Engineer, to form geotextile lengths as required. All sewn seams shall be located at a support post. Alternatively, two sections of silt fence can be overlapped, provided the Contractor can demonstrate, to the satisfaction of the Engineer, that the overlap is long enough and that the adjacent fence sections are close enough together to prevent silt laden water from escaping through the fence at the overlap. February 2005 Volume 11 — Construction Stormwater Pollution Prevention 4-95 The geotextile shall be attached on the .up-slope side of the posts and support system with staples, wire, or in accordance withthe manufacturer's recommendations. The geotextile shall be attached to the posts in a manner that reduces the potential for geotextile tearing at the staples, wire, or other connection device. Silt fence back-up support for the geotextile in the form of a wire or plastic mesh is if wire dependent on the properties of the geotextile selected for use. mesh shall be fastened securely to or plastic back-up mesh is used, theslo of the the up-slope of the posts with the geotextile being UP- Pe mesh -back-up supPort- The geotextile at the bottom of the fence shall be hto a minimum depth of 4 inches below surface- The trenc over the buried portion shall be backfilled and the soil tampedplace of the geotextile, such that no flow can pass beneath the fence and scouring can not occur. When wire or. polymeric back-up support mesh is used, the wire or polymeric mesh shall extend into the trench a minimum of 3 inches. The fence posts shall be placed or driven a minimum of 18 inches. A minimum depth of -12 inches is allowed if topsoil or other soft depth of 18 inches cannot subgrade soil is not present and a minimum. dep 6 inches if the be reached. Fence post depths shall be increased by fence is located on slopes of 3:1 or steeper and the slope is perpendicular to the fence. If required post depths cannot be obtained, the posts shall be adequately secured by bracing or guying to prevent overturning of the fence due to sediment loading. Silt fences shall be located on contour as much as possible, except at where the fence shall be turned uphill such that the ends of the fence, the silt fence captures the runoff water and Prevents water from flowing around the end of the fence. of the If the fence must cross contours, with the �exceptionto e of th k f the ends e fence fence, gravel check dams placed perp shall be used to minimize concentrated flow and erosional oonngethel- back of the fence. The gravel check dams shall be app Y foot deep at the back of the fence. It shallbe continued perpendicular to the fence at the same elevation until the top of the check gravel check dams intercepts the ground surface behind the fence - shall consist of crushed surfacing base check dams shall be located walls, or shoulder ballast The gra ere the fence must cross contours. every 10 feet along theme whehe contours must be crossed shall of The slope of the fence be steeper than 3:1. Wood, steel or equivalent posts shall be used. Wood Pow shall have minimum dimensions of 2 inches by 2 inches by 3 feet minimum length, and shall be free of defects such as knots, splits, or gouges. 4-9.6 Volume 11- Construction Stonnwater Pollution Prevention February 2005 Steel posts shall consist of either size No. 6 rebar or larger, AS 120 steel pipe with a minimum TMA steel Posts with a minimum weidiameter of 1 -inch, U, T, L, or C shape posts of 1.351bs./ft. or other steel having equivalent strength and bending resistance to the Posts listed Tle spacing of the support Pow be shall a Post sizes Fence back- maximum of 6 feet. support, if used, shall consist of steel wire with a maximum mesh spacing of 2 inches, or a prefabricated meshT . he strength of the wire or Polymeric to or greater than 1801bs. Polymeric -mesh shall be equivalent must be as resistant to tib tensile strength. The Polymeric mesh ultraviolet radiation as the geode it Silt fence installation us' supports. follow Refer to Figure � the slicing method specification details gore 4:20 for slicing method details.. The base of both end posts must be at. least 2 to 4 inches above the to of the silt fence fabric on. the p middle posts for ditch checks to drain Properly. Use a hand level or string level, if necessary, to mark base Points before installation. Install Posts 3 to 4 fell apart in critical retention areas and 6 to 7 feet apart in standard applications. lnstallposts 24 inches deep on the downstream side of the silt fence, and as close as possible to the fabric, enabling pow to fabric from upstream water pressure. support the Install posts with the nipples facing away from -the silt fence Attach the fabric to each � withspaced ��c' 8 inches of the fabric. Attach each tie di ties within the top the fabric, with each un g y 45 degrees through puncture at least 1 inch vertically apart. In additibn, each tie should ti t uld be positioned to hang on a post nipple when gh ening to prevent sagging. Wrap approximately 6 inches of fabric around the end posts with 3 ties. P and secure No more than 24 inches of a 36 -in level. ch fabric is allowed above ground The rope lock system must be used in all ditch check applications. The installation should be checked and corrected for any deviation before compaction. Use a flat -bladed shovel totuck fabric d the ground if necessary. eeper into Compaction is vitally important for effective results. Compact the soil immediately next to the silt fence fabric with the front wheel of the tractor, skid steer, or roller exerting at least 60 Compact the upstream side lust Pounds lir care inch. and then each side twice for a total of four trips. February 2005 Volume 11 — Construction Stornnyatp Polly/on Prevention 497 • Any damage shall be repaired immediately. Maintenance If concentrated flows are evident uphill of the fence, they must be Standards intercepted and conveyed to a sediment pond. • It is important to check the uphill side of the fence for signs of the fence clogging and acting as a barrier to flow and then causing channelization of flows parallel to the fence. If this occurs, replace the fence or remove the trapped sediment. • Sediment deposits shall -either be removed when the deposit reaches approximately one-third the height of the silt fence, or a second silt fence shall be installed • If the filter fabric (geotextile) has deteriorated due to ultraviolet breakdown. it shall be reolaced .aeras PO" sine, a...r. ss' Taut... •�••.�. . �: aax. M r••N•� a0+rr•• aralnaat riM M rit 1Y.Oyf—�. OA+•'twiraiaM#(iaat 4"*O!P' $ awf�aasy.4aNtM M`am* bW"sr i wwlrtwls•a�tMetl� *s /MMls ar.w �nMi as lµk M l�wMt 100%. !M'l4aMtyrrM - No mors #= 24" d a 3W fabric Is ek"d abow ground. roporr� AAAC ME PEXMSC c..- • Geraa OItbft at pow «•par. .. . • vain *me flea PW paR WO wy�Rl�it** 1r6r ft yA�ap,�y • fb1N011 •tcA W � r-. -6109 allMINeiVr'L P44 or fil Mia► Fa�Mc: Figure 4.20 - Silt Fence Installation by Slicing Method 498 Volume 11- Construction Stonrnvater Pollution Prevention f* k"j"sd sher February 2005 PERMIT #: SITE ADDRESS OWNER: SUBDIVISION: PARCEL NUMBER MLA09-00277 AUILDING PERMIT APPLIC)WN Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PORT TOWNSEND, 98368 VERNON BARNETT 1064 BECKETT POINT RD PORT TOWNSEND WA 98368 Received Date: 8/17/2009 PHONE: 360-385-7515 BECKETT POINT FISHERMAN'S CLUB Block: Lot: 29 932200729 Section: 23 Township: 30 N Range: 02 W CONTRACTOR: BISHOP BROTHERS CONSTRUCTION PHONE: (360)301-1979 LOREN BISHOP 371 BISHOP HILL RD CHIMACUM WA 98325 Contractor's License BISHOBC093D6 Expires 1/11/2011 REPRESENTATIVE: LOREN BISHOP PHONE: 360-301-1979 371 BISHOP HILL ROAD CHIMACUM WA 98325 PROJECT DESCRIPTIOI' NSFR TYPE OF WORK RES SQUARE FOOTAGE: Exist: 0 TYPE OF IMP NEW Total: 2 Total: 2 VALUATION 94,146.00 MAIN: 580 110739 CODE EDITION: 2006 ADD'L: 640 HEAT TYPE: EEE OCCUPANCY: R-2 HEAT BASE: HEAT TYPE: OCCUPANCY: LYK UNHEATED: # OF STORIES: CONST TYPE: 5N OTHER: SHORELINE: SHORELINE: CONST TYPE: & Building DePartmenr SETBACK: DECK: 130 BANK HEIGHT: SEWAGE DISPOSAL: CMY WATER SYSTEM: PUD BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 2 Total: 2 Total: 2 Routinq Date: LYK 08/17/09 110739 Type Amount Paid Bv: Date: Receipt: Approved/Date APPROVE'Plan Permit $958.75 LYK 08/17/09 110739 Check $623.19 LYK 08/17/09 110739 State Building Code $4.50 LYK 08/17/09 110739 DEC Potable Water Application $62.00 LYK 08/17/09 110739 -,n+2009 Jefferson County Planning Total: $1,648.44 & Building DePartmenr JEFFERSOACOUNTY DEPARTMENT 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: �� —17, Project Description (include separate sheets as necessary): _ Tax Parcel Number: '?3--), -2 00 ,;? P rtye: 41906e, (acres/square feet} Site Address and/or Directions to Property: I Property Owner(s) of Record: C fr? o01 ak m e Telephone: 3 9'5- ' SSP' S Fax: email: - Mailing Address: oX / 9-ol 1r o�—e, S,, Applicant/Agent (if different from owner): Xlo rr^ Telephone: 3 t V- 3 f7' _79 Fax: email: Mailing Address: 3 What kind of Permit? (Check each box that applies ❑ Lot or Road Segregation ❑Building ❑ Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance (Minor, Major or Reasonable Economic Use) ❑ Single Family ❑ Garage Attached/ Detached 0 Conditional Use [C(a), C(d), or C] ** ❑ Manufactured Home. 0 Modular 11 Discretionary "D" or Unnamed Use Classification ❑ Commercial* ❑ Special Use (Essential Public Facilities) ** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach O 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'"" ❑ Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions*" ❑ Site Plan Approval Advance Determination (SPAAD) * 0 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 —Applicadon Conference ❑ Tree Vegetation Request "Requires a ET:8pplicatfon Conference Please identify any other local, state or federal permits required for this proposal, if known DESIG ION OF AGENT I hereby designate Za �c to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form, the owner/agent 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 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. further agree to provide s and right of ry to Jeffe my and its employees, representatives or agents for the sole purpose of application review and any req ' d I ctio s a ri ht of entry will be assumed unless the applicant informs the County in writing at the time of the appli ion t e o is prior no Signature: Date: The action or actions Applicant will undertake as a result of,the issuance of this pennit 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 ind' ' group or agency can file a lawsuit on behalf of an endangered species regarding your action(s) even if re 1 omp is the J;;�nfttdevelopment code. The Applicant acknowledges that he, she or it holds individual and non-tran rah po sr adhering with the ESA. The Applicant has read this discl i pa�si: ns and dates it below. Signature: Date: •\Prn,;r(rnrer\#t##FnRM.S###\l7RT� F0RMC\('—rTIRTI F .. \Tf orA.A . :. A-1:,.,.«:,... c In nu A ■ ar F_ -11 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: FAX: �PHONE: } r,=} MAILING ADD SS: 37/�J }.-? EMAIL: CONTRACTORS LICENSE WAINS NUMBER: f�3 NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX: ( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: X New ,N` Wood Existing: a ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank V Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System ❑ Repair ❑ Masonry - SEP Permit # ❑ Demolition El Other: Bedrooms: Water Supply: Existing:S I Setback: ❑ Private well ❑ Two Parry Type of Heat: Proposed: Mezzanine�ate�;tlbn: )K Public Total: Name of System: 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.(indudes 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: Underground Tank Above ground Tank Size of Propane Tank: I Heat Stove i Cook Stove I Woodstove i Fireplace Insert i Hot Water Tank i 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, a property lines, tank location and size, distances from the propane tank to all property lines, buildings and septic system components, including the reserve area. G:\PennitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc 4 4`2"y 3' Square Footage Current Pro sed V Main Floor Heated sC(i x EH Bld App Review:.r. 2r4 Floor Heated Consistency Review: I Other Heated - Base fee: l5 t x Mezzanine�ate�;tlbn: - - y Q . ' Heated Basement Plan Check fee: -I l Unheated Basement T State Surcharge fee: Other Unheated Pot Water Review fee: Garage/Carport 3 a4Decks 911 /Rd Approach fee: /3v Other TOTAL: $, Receipt Number: Cash/Check Number: EE 7-7 Date: ESTIMATED COST (REQUIRED) -Fair market value of all labor and materials foundation to finish t Af Initials: G:\PennitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc D -I x -i7 01 -+� X - -• 01 -O Cl) CL n r+ X 01 0 0) O — -O -3 -3 C CL CD 0) 0 co — CD a_- CD CD r+ O co — D E -3 O = # —` CD n CD - 3 CL m O CO C3 —' (T O CO C33 m cc m D m CA) S n N Z 7C N C3 Cil U7 O -J N -I N �I N E cn O cn co O r*- +— - 0) CD C \ r+ D m cn D a, m c m n o n m CD 0) N Z 7C C cn n O CO m m m 7C CD -I -1 S cn m n • cn 0- - C30 o -I ► m m w O D - _0 O D m H n m O C3 ■ \ x m Z 2 H N ■ D Z —i _ Z N CD O D r— CA) ■ r Z T Z D m H Z -4 m O • m cn m H N S x Cf) m S -• m m 3 r m ► n r m o 3 \ 01 Z D C D - Z CL cn N - ■ n c0 cn O C n CL m r n m CD c r a] c c0 m m C:3 -► \ -n _0 r- 0 O Z D n n n CT D C-3 S S C D CO CO H CL r -F Z C; O --I C O n N r+ CL m i r -s O O D CJl — CL Z cn 11 cn — CD C3 cn\ m m Cn O H \ m Z N m I7 m C O H CC) :U a -b -I 0) x 4 rZ 0) c3 O r+ x — -o m cn 0 -3 { - r+ O- m m 01 c o m E -S 0 m — m m D C3 -� -� =3 m m -3 rZ # m o 0 c m C7 7C 0 Co w N N CA N -d O O m O C O — v 0) Cn r+ 01 ri- c co Cn m m m 71C C-3 r C - i m D m m m Cn m m m O co CD o -� m -� CA r C) D - c - m 7C cn m cn -4 o -I c-3 rZ ■ O —I 2 O H Z —I f2° C7 - O - m . _0 Cn O H CO C O N ■ ■ m m m -1 T H z QJ m m - m - v z r --i D —I -n ry c.) O ■ ■ X m 3 Cl) S m m D c3 z S sp -1 r- H cn S m N -, C-3 -- C r 0) 7 3 m Z -I m � a X m 3 D C-3 O ❑• rZ c co Cn c3 r- D m - cn C-3 • CD m c 130 c r- c rn 0 C:3 r c3 O 3 3 C7 m S S CC) cn O O H z 0 rZ D C r+ - D M m C CD N r+ -3 CD C7 rZ O 70 3 O O D cn CA —' cn cn CO O — 0- — m Cn rV O O H -n Z -n jr--) C O m H m • 0 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend • Washington 98368 360/379-4450 • 360/379-4451 Fax hftp://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# C - � 1-7 PROJECT/APPLICANT NAME: Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. 1. Project Overview Y Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. 2. Existing Conditions Summary - Describe the existing topography. Indicate contours on the site map. 7 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. n 4. Describe the existing soils. Indicate soil type on the site map. 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. APPROVED 6. Describe any excess levels of noise generated by the proposed use or acti : STORMWATER PLA Storrmwater P Required ctnrtnwalar citc± nlan tcmnlafc _ rnv 1 f1Mt MlN1R 1EF ER N NTY DEPT. OF �' FL MENT SIGNAT 'R __. i • 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes, etc.) on the site. Indicate location on the site map. S,e_ ,,2 757 ov_ft n orf r n 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.). r4�. g. 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. 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. 0 11 /r 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.] 11. Describe the performance goals and standards applicable to the project. 12. Dgsdribe the flow, control system. t 2 _ t f K i stormwater site plan template.-_rev.10/21/2008 • 9 13. Describe the water quality system. A11,14 14. Describe the conveyance system analysis and design. 15. Describe the source of fill material, physical characteristics of fill material, and deposition of excess material. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. 17. Describe the proposed surfacing material. 18. Describe methods for restoration of the site. 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, �,st tpee Man4als here.�,t� 20. List here)J and include any special reports or studies conducted to prepare the Stormwater Site Plan. _11/F } 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. stormwater site plan template — rev. 10/21/2008 9 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 Volume II Section 3.2.3 of the Manual (beginning on page 3-7). 12 Required Elements — Construction SWPPP 1. Mark Clearing Limits. 2. Establish Construction Access. 3. Control Flow Rates. /4- re 5,v�t 4. Install Sediment Controls. Controls. ...5. /-/- -F 1 / 5. Stabilize Soils. �y / �S CG /G I% L / % jf✓1 r1 6. Protect Slopes. D 7. Protect Drain Inlets. �74� storrnwater site plan template — rev. 10/21/2008 12 Required Elements — Construction SWPPP (continued) 8. Stabilize Channels and Outlets. A10 kP 9. Control Pollutants. r 10. Control De -Watering (the act of pumping groundwater or stormwater away from an active construction site). of �dor'a 11. Maintain Best Management Practices (BMPs). f IJ 12. Manage the Project. ` �1 (/t%Gr ak " n hs T1 tf �aF<r�aa:'- t Ana Tram+ �v 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). /V 91V C b. Description of the downstream drainage path leading from the site to the receiving body of water (minimum distance of 400 yards). 42 �f 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. A"`' G✓ e 74 An, S 4y stormwater site plan template — rev. 10/21/2008 • stormwater site plan template — rev. 10/21/2008 b. Description of special requirements for working in or near environmentally sensitive areas. 4. 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). 5. Construction Phasing. a. Construction sequence b. Construction phasing (if proposed) 6. Construction Schedule. Wet season is October 1 through April 30 (page 2-21 of the Manual). I. Provide a proposed construction schedule. v 15 let C -/— 42 dDr-OX, _E, -S f m Il. Wet Season Construction Activities. a. Proposed wet season construction activities. b. Proposed wet season construction activities for environmentally sensitive areas. 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment PondsfTraps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template — rev. 10/21/2008 s • SECTION II — EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan, a stormwater site plan, and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: stormwater site plan template — rev. 10/21/2008 1. General. a. Vicinity Map b. Jefferson County Approval Block c. Erosion and Sediment Control Notes 2. Site Plan. a. Legal description of subject property. b. North arrow. c. Indicate boundaries of existing vegetation (e.g., tree lines, pasture areas, etc.). d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries (if applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. i. Delineate areas that are to be cleared and graded. j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales, interceptor trenches, or ditches. b. Show all temporary and permanent drainage pipes, ditches, or cut-off trenches required for erosion & sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades, dimensions, and direction of flow in all ditches, swales, culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices (BMPs). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s), pond(s), pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. c. Indicate the trap/pond storage required and the depth, length, and width dimensions. d. Provide typical section views through pond and outlet structure. e. Provide typical details of gravel cone and standpipe, and/or other filtering devices. f. Detail stabilization techniques for outlet/inlet. g. Detail control/restrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check dam(s), if applicable. j. Specify spacing for rock check dams as required. k. Provide front and side sections of typical rock check dams. I. Indicate the locations and provide details and specifications for silt fabric. m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment (e.g., concrete wash water). 8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site. Sampling stations should be located upstream and downstream of the project site. stormwater site plan template — rev. 10/21/2008 Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes, and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts") when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP 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. (LANDOWNER OR AUTHORIZED RE.RKESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template — rev. 10/21/2008 12 Untitled Page 9 0 3eneral/Specialty Contractor A business registered as a construction contractor with I -Ed to perform construction work Nithin the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Role Effective Date Expiration Date Name BISHOP BROTHERS UBI No. 600220326 SECRETARY CONSTRUCTION BISHOP, LORAN E VICE PRESIDENT Phone 3607324102 Status ACTIVE Address 371 BISHOP HILL RD License No. BISHOBC093D6 Suite/Apt. Number License Type CONSTRUCTION CONTRACTOR City CHIMACUM Effective Date 3/26/1991 State WA Expiration 1/11/2011 Date Zip 98325 Suspend Date County JEFFERSON Specialty 1 GENERAL Business Type Corporation Specialty 2 UNUSED Parent $6,000.00 2 Company 639246 03/25/199503/25/1998 Business Owner Information Name Role Effective Date Expiration Date BISHOP, JAMES L PRESIDENT 03/26/1991 BISHOP, JANICE L SECRETARY 03/26/1991 BISHOP, LORAN E VICE PRESIDENT 03/26/1991 BISHOP, LEE ANNE C TREASURER 01/01/1980 12/04/2001 Bond Information Insurance Information Page 1 of 2 Bond Bond Effective Expiration Cancel Impaired Bond Received Bond Company Account Date Date Date Date Amount Date Name Number 4 CBIC 639246 12/14/2001 Until $12,000.0012/11/2001 Co Cancelled 3 CBIC 639246 03/25/199812/14/2001 $6,000.00 2 CBI 639246 03/25/199503/25/1998 $6,000.00 1 CONTINENTAL BND153739403/25/1991 03/25/1995 $6,000.00 INS CO Insurance Information Page 1 of 2 https://fortress.wa.gov/lni/bbip/Detail.aspx 8/18/2009 Company Effective Expiration Cancel Impaired Received Insurance Name Policy Number Date Date Date Date Amount Date United 17 Specialty Ins OS100950 05/10/200905/10/2010 $1,000,000.0005/08/2009 Co 16 SUA INSURANCE 10FEIAG-000017- 05/10/200805/10/2009 $1,000,000.0005/09/2008 CO GI -01 https://fortress.wa.gov/lni/bbip/Detail.aspx 8/18/2009 Untitled Page 0 9 Page 2 of 2 https://fortress.wa.gov/lni/bbip/Detail.aspx 8/18/2009 SUA 15 INSURANCE 10FEIAG000017GL0105/10/2007 05/10/2008 $1,000,000.00 05/18/2007 CO SUA 14 INSURANCE 10FEIAGO00101GL0105/10/200705/10/2008 $1,000,000.0005/10/2007 CO PROBUILDERS 13 SPECIALTY LAM5009533 05/10/2006 05/10/2007 $1,000,000.00 05/09/2006 INSURANC 12 U S F INS CO LGBGL2697R1 05/10/200505/10/2006 $1,000,000.0005/09/2005 USF 11 INSURANCE LGBGL26971 05/10/2004 05/10/2005 $1,000,000.00 05/07/2004 CO 10 CBIC INS639246 12/14/2003 05/10/2004 05/10/2004 $600,000.00 04/16/2004 ATLANTIC 9 CASUALTY L071000442 12/14/200212/14/2003 $1,000,000.0012/11/2002 INS CO 8 WESTPORT MCP2002663 12/14/200112/14/2002 $1,000,000.00 09/26/2002 INS CO 7 INS CP1061942 10/03/200110/03/2002 03/27/2002 FULCRUM 6 ESTPORT MCP2002663 12/14/200112/14/2002 12/04/2001 INS 5 HOUSTON 5CMP9429469 12/14/199412/14/1997 GENERALINS HOUSTON 4 GENERALINS 5CMP942946903 12/14/199312/14/1994 CO 3 HOUSTON 5CMP942946902 12/14/199212/14/1993 GENERAL 2 HOUSTON 5CMP942946901 12/14/199112/14/1992 GENERAL 1 HOUSTON 5GLA941150300 12/14/199012/14/1991 GENERAL https://fortress.wa.gov/lni/bbip/Detail.aspx 8/18/2009 0 i JEFFERSON COUNTY PERMIT CENTER APPLICANT: PHONE: SITE ADDRESS: DATE: 1. HEALTH APPROVAL SEPTIC PERMIT # SEP WATER FOOD SERVICE 2. SHORELINE BANK HEIGHT SETBACK 3. FLOOD ZONE 4. FOREST PRACTICE APP CLASS 5. PLANNING APPROVAL 6. CRITICAL AREA REVIEW 7. ZONING 8. HEIGHT 9. LOT COVERAGE 10. ADDRESS 11. FEE 12. CONTRACTOR'S LICENSE 13. ENERGY SHEET 14. BOND HOLDER/LENDER 15. NTT 16. SETBACKS 17. PROVIDE WA STATE ENGINEER STAMP/ARCHITECT'S STAMP 18. STORMWATER SITE PLAN 19. D.O.T. ACCESS APPROVAL 20. FIRE FLOW FOR COMMERCIAL STRUCTURES 21. PLAN REVIEW OCCUPANCY: 22. TYPE OF CONST: 23. EXPOSURE: 24. WIND: 25, SNOW: 26. 27. 28. 29. 30. 31. 32. 11Z • accordance with Section R602.10.4 provided they are in accordance with Table R602.10.5. Wood structural panel sheathing shall be installed at corners in accordance with Figure R602.10.5. The bracing percentages in Table R602.10.1 for Method 3 shall be permitted to be multiplied by a factor of 0.9 for exterior walls with a maximum opening height that does not exceed 85 percent of the wall height or a factor of 0.8 for exterior walls with a maximum opening height that does not exceed 67 percent of the wall height. R602.10.6.1 Alternate braced wall panels. Alternate braced wall panels constructed in accordance with one of the following provisions shall be permitted to replace each 4 feet (1219 mm) of braced wall panel as, required .by Section R602.10.4. The maximum height and minimum width of each panel shall be in accordance with Table R602.10.6. 1. In one-story buildings, each panel shall be sheathed on one face with 3/8 -inch -minimum -thickness (9.5 mm) wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Table R602.3(1) and blocked at all wood structural panel sheathing edges. Two anchor bolts installed in accordance with Figure R403.1(1) shall be provided in each panel. Anchor bolts shall be placed in from each end of the panel a horizontal distance of one- fourth the panel width. Each panel end stud shall have a tie -down device fastened to the foundation, capable of providing an uplift capacity in accordance with Table R602.10.6. The tie -down device shall be installed in accordance with the manufacturer's recommendations. The panels shall be supported directly on a foundation or on floor framing supported directly on a foundation which is continuous across the entire length of the braced wall line. This foundation shall be reinforced with not less than one No. 4 bar top and bottom. When the continuous foundation is required to have a depth greater than 12 inches (305 mm), a minimum 12 -inch by 12 -inch (305 mm by 305 mm) continuous footing or turned down slab edge is permitted at door openings in the braced wall line. This continuous footing or turned down slab edge shall be reinforced with not less than one No. 4 bar top and bottom. This reinforcement shall be lapped 15 inches (381 mm) with the reinforcement required in the continuous foundation located directly under the braced wall line. Effective July 1, 2007 QASHINGTON STATE AMENDMENTS 2. In the first story of two-story buildings, each braced wall panel shall be in accordance with Item 1 above, except that the following: 2.1 The wood structural panel sheathing shall be provided on both faces; 2.2 Sheathing edge nailing spacing shall not exceed 4 inches on center; and 2.3 Anchor bolts shall be placed at the center of the panel width and in from each end of the panel a horizontal distance of one-fifth the panel width (three total). (Insert Facing Page 138) MWALL CONSTRUCTION TABLE R602.10.6 MINIMUM WIDTHS AND TIE -DOWN FORCES OF ALTERNATE BRACED WALL PANELS SEISMIC DESIGN CATEGORY AND WINDSPEED TIE -DOWN FORCE (Ib) HEIGHT OF BRACED WALL PANEL Sheathed Width 8 ft. 2'. 4" 9 ft.10 2'- 8" ft. 2'- 8" 11 ft. T- 2" 12 ft. T- 6" SDC A, B, and C R602.10.6.1, Item 1 1800 1800 1800 2000 2200 Windspeed < 110 mph R602.10.6.1, Item 2 3000 3000 3000 3300 3600 SDC Do, D, and DZ Windspeed < 110 mph R602.10.6.1, Item 1 Sheathed Width 2'- 8" 2'- 8" 2'- 8" Note a Note a 1800 1800 1800 — — R602.10.6.1, Item 2 3000 3000 3000 — — For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. a. Not permitted because maximum height is 10 feet. EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) EXTENT OF HEADER PORTAL FRAME (ONE BRACED WALL PANEL) MIN. WIDTH = 16" FOR ONE $"Y STRU URES MIN. WIDTH = 24" FOR US THE FIRST O O STORY STRUCTURES''` MIN. 2x4 FRAMING//' 3/8" MIN. THICKDi SS WOOD IX STRUCTURA ANEL SHEATHING 2x4 MIN. 4200 TIE -DOWN DEVICE (EMBEDDED INTO CONCR E AND NAILED INTO FRAMING) SEMECTION R602.10.6.2 TYPICAL PORTAL FRAME CONSTRUCTION FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24' OF MID - HEIGHT. ONE ROW OF TYR SHEATHING -TO - FRAMING NAILING IS REQUIRED. IF 2X4 BLOCKING IS USED, THE 2X4'S MUST BE NAILED TOGETHER WITH 3 16D SINKERS MIN. 1000 LB TIE DOWN DEVICE For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 0.454 kg. FIGURE R602.10.6.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING 140 2006 INTERNATIONAL RESIDENTIAL CODE® k �i+~ MIN. "X 11.25" NET HEADER • V TO 18' FASTEN TOP P TO HEADER WITH TWO •�• t�' ROWS OF 16D SIN NAILS AT 3" O.C. TYP. 1000 LB STRAP ,�. 1000 LB STRAP OPPOSI HEATHING FASTEN SHEATHING TO HEAD WITH $f COMMON OR •�•I GALVANIZED BOX NAILS IN 3" G P,iTERN AS SHOWN AND HEIGHT 3" O.C. IN ALL FRAMING (STUDS, B} / KING, AND SILLS) TYR 10' .L MIN. WIDTH = 16" FOR ONE $"Y STRU URES MIN. WIDTH = 24" FOR US THE FIRST O O STORY STRUCTURES''` MIN. 2x4 FRAMING//' 3/8" MIN. THICKDi SS WOOD IX STRUCTURA ANEL SHEATHING 2x4 MIN. 4200 TIE -DOWN DEVICE (EMBEDDED INTO CONCR E AND NAILED INTO FRAMING) SEMECTION R602.10.6.2 TYPICAL PORTAL FRAME CONSTRUCTION FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24' OF MID - HEIGHT. ONE ROW OF TYR SHEATHING -TO - FRAMING NAILING IS REQUIRED. IF 2X4 BLOCKING IS USED, THE 2X4'S MUST BE NAILED TOGETHER WITH 3 16D SINKERS MIN. 1000 LB TIE DOWN DEVICE For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 0.454 kg. FIGURE R602.10.6.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING 140 2006 INTERNATIONAL RESIDENTIAL CODE® 0 e £ ; l (D P) m m H (D rt m Pi In �0 O Y c O (D nP) N to n r M H to � H m a LQ rd(7) m' O m �l OII II II ,�.� x N lin ho ro H N. 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Tue Aug 18 08:15:41 2009 http://gisserver/servlet/com. esri. esrimap. Esrimap?ServiceName=ovmap&ClientV ersion=4.... 8/18/2009 Map Output 0 0 Page 1 of 1 ArcIMS HTML Viewer Ma v_+z�cY,yn Legend Selected Features JC Roads Parcals-H ❑ Boundaries Becike" Point Rd ■ wetlands carr? 3:',22X}I1%3 r3:521�'?i`6 v3et'i�?c5 ?322i.+: fr1 33ZiCU3U'.: St1 97 -�2321tX r[1; .w?stY7!}f2t5 '�_'•Zi�Ys?25.. 'x`31"1C4}f2'. �3�i'rX}t22 3322• ., t 3? 3322V.'?3y. 322CtiCi?33 \i.rr ra.,dcd �V -cam -.vi •�a� r.{ •ur-r. ac : <x -s Gt3 r4 ' C41 FOR INFORMATIONAL PURPOSES ONLY - Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Aug 18 08:15:57 2009 http://gisserver/servlet/com. esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/18/2009 Map Output 0 0 Page 1 of 1 ArcIMS HTML Viewer Ma Legend Selected Features Ju Roads Pa rets -H ❑ Boundanes G,cko-" PvirvT ad' F E M4 FIRMS 9322GY?tL°A v3 ir322aatzs 932zM122 9_,r'2 x,�. r2iX�7icr' 332�4r28 22aor26 9312{Y'3t24 ,ala 9322octr2l xM» 5�3t2QOt26 9322ti4)t2 �3i12KX'+22 OBS 9322�ar3C+ 9322C�f?tl6 9_+22iY't2A 93224(Ptat 93224A;}'t29 9322Gi�t32 a3zianr33 9322W136 9322Wt34 e322ec�t.35 4312U�Iit3r 9:szzoor :rc.... •. \1.�s � elrekii xr �e-kr —Co, rt ve,ora 3--vx GO FOR INFORMATIONAL PURPOSES ONLY - County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Aug 18 08:15:41 2009 http://gisserverlservleticom. esri. esrimap. Esrimap? ServiceName=ovmap&ClientV ersion=4.... 8/18/2009 Map Output • 0 Page 1 of 1 ArcIMS HTML Viewer Ma Legend Selected Features JC Roads Pa rceis-k ❑ Boundaries lake tkenPv+nt . wettands ?32i'Sk?llA 4 �T2{ i2 ie 43t2!v.2.t22' -53ct a�(Lt i�l lL 4312L.'.+138 FOR INFORMATIONAL PURPOSES ONLY - Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Aug 18 08:15:57 2009 http://gisserverlservleticom.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/18/2009 v O C- m m 0 i z A 3 rn C: ) CID 30.30 © � o I RJ fa 1 W, a / Q/` C A) LK n a • G V4 � p A MAIN FLOOR PLAN 580 s.f. main floor 640 s.f. second floor 1220 s.f. total living 130 s.f. decks 20'-0" SLIDER o --- 5-0" 3'-0" 7'-6" , �-------- ---- J LIVING ROOM FRAME DECK W/ --- TRTD. 2x6 ® 16" oc TRTD. 4x4 POSTS - _ - _ _ _ I I I 4x8 ABOVE I I _ 1- I 1 REF — I_ z I 1 r7 � I t° COVERED PORCH mm O o KITCHEN ;� x I 00 w y 'o N 16"oc BELOW C� B ATH N x3 . 0 w xN 11 7/8" BC I'S N I N MAIN FLOOR PLAN 580 s.f. main floor 640 s.f. second floor 1220 s.f. total living 130 s.f. decks `o SLIDER o --- ------ Q , �-------- ---- J LIVING ROOM --- - - - - -- I 0 Q REF I_ z I 1 r7 z U° t° 0 x O o KITCHEN ;� I w 'o N 16"oc BELOW C� B ATH N x3 . 0 w xN 11 7/8" BC I'S N N o¢ 16"oc ABOVE 00 5'-0" 3'-1" 10'-5" - - ukiFAN sl `t'I 0 PICTURE 2'-4" CLOSET N to N 2'-0" x 4'-6" io — st 3-0" ' _. Yp z x o 1 M. - Z 0 ;u (n I 1 I 1 I w 0 I 0 04 O I I I Co Q xiR 0 I 0 0 I N I m COVERED PORCH I oa �a N I O STORAGE i i i zQ I (V N I x I a DW � - _ O - 7 ' -' C SEMENTS I I I I1.----- N j i VIr-- �1 J I (2) 2' O ® 1 1 ZIi Vi- - R k I FRAME DECK W/ J1 `__ --i _0 TRTD. 2x6 ® 16' oc J _____________ L2 - - TRTD. 6x6 POSTS ' 1 ' I I - 6x10 B A OV r-- ------- - - - 1 I I EATING BAR I I I I ---3,_3 --- ,(l 3a 2'-8" 2'-0" n c0 2'-8" 2'-0" 8" 2'-0" 2'-8" 5'-11/2" 3'-10" 6'-7" wIt x ` c I --------- PASS-THRU FOR a0 '-------- WOOD IF POSS. I J N MAIN FLOOR PLAN 580 s.f. main floor 640 s.f. second floor 1220 s.f. total living 130 s.f. decks --- ------ Q , J LIVING ROOM --- - - - - -- --------- Q I_ 0 I 9 1/2" 8CI'S z 16"oc BELOW 0 w xN 11 7/8" BC I'S N o¢ 16"oc ABOVE (V V `t'I PICTURE N 2'-0" x 4'-6" io — 3-0" ' _. z 1 M. - ;u (n - I ui w I 0 04 O Co Q xiR 0 0 I N I m COVERED PORCH I oa �a N I O [V I x 00 I � - _ O - 7 ' -' C SEMENTS N j ' (2) 2' 0" x 4'-6" _ -TRTD. 4x8 BELOW _ FRAME DECK W/ 1 TRTD. 2x6 ® 16' oc - - TRTD. 6x6 POSTS ' 1 ' I I - 6x10 B A OV r-- ------- - - - 1 I I I I I I 10" 3'-0" 2'-8" 2'-0" 1'-6" 2'-8" 2'-0" 8" 2'-0" 2'-8" 10'-0" 10'-0" MAIN FLOOR PLAN 580 s.f. main floor 640 s.f. second floor 1220 s.f. total living 130 s.f. decks O I --.1._—_ (V (2) 2'-6"I x 4'-6" to O (V 0 CAS MENTS 0 Do L S. AILED = w o c- BEDkOOM 1 .1 1SKYLIGHT\ � yTM Y ..4 LINEN I 2'-6" m ----- --.1._—_ I --- (2) 2'-6"I x 4'-6" CAS MENTS 3'-6" = w o ;,�------ BEDkOOM 1 .1 1SKYLIGHT\ I I I LINEN I 2'-6" 14x8 HDR o PEMSTAL ',n .1 SI111K _ -- B_ AT 1 d W.H. FAN O U I e ` N SKYLIGHT ----------- 4x8 HDR 12'-6" --------- i CLOSET STORAGE ---------3-3,. 4,-0„ 2,-5" 3'-3" 5' 0,. 6- I ---------- __---___HALF WALL HALF I 2X12 or 11 ,7/B" BCI I- RAFTERS 0 2411oc ABOVE I Lift 0 BED OOM ,', W = W .�Ia .Z1 y ice,, J o J I N SKY IGHT W3 d 3 I W U 0 I II I (o o 1 1 � I �I1 PIC URE I 2_ 1'. x 3'-0" C ASEIMENT 2'-6" x 4'-6" T-0" 1 -6 2'-6, 1'-6„ 7'-0" 3„ 3„ SECOND_ FLOORPLAN_