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Home My WebLink AboutBLD2003-00373 0 BUILDING PERMIT APPLISITION MRLA03 0eview 0p336 e: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD03-00373 Received Date: 6/16/2003 SITE ADDRESS: 412 SEAHAWK DR QUILCENE, 98376 OWNER: PATRICK C SHELDON PHONE: (206) 842-0596 5725 WARD AVE NE BAINBRIDGE ISLAND WA 98110 SUBDIVISION: Block: Lot: 7+ PARCEL NUMBER: 601283014 Section: 28 Township: 26 N Range: 01 W CONTRACTOR: J M COOPER CONSTRUCTION PHONE: (206)842-7124 PO BOX 10535 BAINBRIDGE ISLAND WA 98110 Contractor's License JMCOOC*185RF Expires 11/17/1998 REPRESENTATIVE: MACK PEARL PHONE: (206)842-8505 15070 KOMEDAL RD BAINBRIDGE ISLAND WA 98110 PROJECT DESCRIPTIOP NEW SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 832 VALUATION 116,886.00 ADD'L: 778 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 500 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 2 Seismic Streams Total: 2 Total: 2 Flood Way Floodplain Routing Date: F&W Landslide 6 Ji 81c;r3t Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A �✓rptgve� State Building Code $4.50 RAC 06/16/03 57962 Plan Check $707.82 RAC 06/16/03 57962 SEP - 5 2�U3 Permit $1,088.95 RAC 06/16/03 57962 Potable Water Application $51.00 RAC 06/16/03 57962 Jefferson County Planning Total: $1,852.27 '&Building Departmen /' II ✓ ,GA/il._ /i. .di► A II 0 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00373 Received Date 06/16/2003 SITE ADDRESS: 412 SEAHAWK DR Issue Date 09/5/2003 QUILCENE, 98376 APPLICANT: PATRICK C SHELDON PHONE: (206)842-0596 5725 WARD AVE NE BAINBRIDGE ISLAND WA 98110 SUBDIVISION: Block: Lot: 7+ PARCEL NUMBER: 601283014 Section: 28 Township: 26 N Range: 01 W CONTRACTOR: J M COOPER CONSTRUCTION PHONE: (206)842-7124 PO BOX 10535 BAINBRIDGE ISLAND WA 98110 Contractor's License: JMCOOC*185RF Expires: 11/17/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS: [ ] SETBACKS: V [ ] UFFER: [ ] Footing: (—` 07 [ ] Foundatibn:Ok op t'LYN'tNS a 'tOSr FTLs bl.< ] 1Q tgl [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : J.Air 4 Act pypp OY JG s 5/4/a7 [ ] Framing: j}X 6/5/67 Mr f 1 Plumbing: ®,‹ 6/07 A [ ] Propane Tanl�/Lines: lam- ,L, _ D,l! /s/o7#e;�' P ,Ji Q,)-4 G7i Err 4-0 /° [ ] Insulation: /,E 3 L 4 4IS/z7,.-1- /iiv,o►,Ls ki/A-n..T 4 2-t�7 f 1 Sheetrock:4-7 P.7 _ [ ] Septic Sytem Final Approval: 1 1 Zoning Final Approval: _ [ ] Final/Occupancy Approval: -(; i,:,a(l. Q ? 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. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE REVERSE • SPECIAL CONDITIONS FOR CASE# BLD03-00373 1.) The application was reviewed by the Jefferson County Department of Community Development staff on September 7, 2003 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: landslide 1 &2; SUSC aquifer recharge area; coastal SIPZ. 2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) 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. 5.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall)and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 6.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone)according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23, 2002)that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 7.) 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. 8.) A Geotechnical Report dated January 23, 2003 prepared by NTI was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. An addendum to the geotechnical report was submitted by NTI dated August 11, 2003. A setback of 75-feet shall be measured perpendicularly from the top or toe of the geologic hazard to any proposed development. 9.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 10.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 11.) All construction activities shall r'�ot encroach upon the landslide buffer. This icludes the storage or preparation of materials. 12.) 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. 13.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 14.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 15.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 16.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 17.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 18.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 19.) The applicant is proposing to create or add 1250 square feet of impervious surface and 2500 square feet of land disturbing activities. 20.) 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. 21.) 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). 22.) The revised site plan dated August 15 2003 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 September 5, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. • 23.) This approval is for a single family residence only. Any future permits on tresite 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. 24.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 25.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre 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 Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13)or more unlicensed or inoperable 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 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 26.) Maximum lot coverage shall not exceed 25%. 27.) The building height shall not exceed 35 feet. 28.) Minimum setback from Seahawk Drive right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum rear(shoreline side)setback shall be 75 feet from top of bank as identified on revised site plan dated August 15, 2003. 29.) A minimum of two (2)on-site parking spacea shall be provided for the single family residence. 30.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Plan effective August 28, 1998. 31.) The parcel has direct access off of Seahawk Drive a private road (P308). An address of 412 Seahawk Drive, Quilcene has been assigned to the parcel. 32.) A septic permit(SEP94-0102)was finaled on August 7, 1988. 33.) A Hold Harmless Indemnification Covenant has been prepared and requires signature by the proponent. Once signed and DCD signs, it will be recorded with the Jefferson County Auditor's Office. A FINAL OCCUPANCY INSPECTION SHALL NOT BE COMPLETED UNLESS THE HOLD HARMLESS COVENANT HAS BEEN RECORDED. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 SON • Jefferson Cot Department of Community Development �� °°d., 621 Sheridan Street,Port Townsend WA 88368[360]370-4450 A ` ,i`., o ti � h pe0 0....ur, A 0 p coil on Project Description: Building Type: Pli #Ioj e. 1 1 Frame Type: { Single Family 1 New *Wood ❑ Garage Attached/Detached JEFFEP,S( r ❑ Steel ❑ Modular DEFT.OF CO t 'Alt &idtkl/:'IteAdel ❑ Concrete • ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: ❑ Sewer ❑ Community System Electricity ❑ Oil Proposed: .* Proposed: * Individual System ❑ Woodstove Propane Total: : Total: 42Z. ,Itenot sewer,fill out the following: ❑ Heat Pump Conventional ❑ Alternative ❑ Other 'Permit# SEP 44—/02. Water Supply: ❑ Private well , Two Party Well 0 Public:Name of water system: Square Footage: For Office Use Only Main Floor P,,z Gi l L2 7t 2 . kj Consistency Review 47.00 2ND Floor b • Slt Base fee bSZ•q.S 7 3rd Floor Plan Check fee—65% (07 e Htd Basement State Surcharge fee L•SD Unhtd Basement Subtotal ( 61-1-K�7 Garage/Carport Pot Water Review fee $Z•OCR Decks D( gilEK' 911/Rd Approach fee if Commercial _ , TOTAL 11 30- 21 Industrial I OV Receipt# 51 R 6Z Other I Cash/Check# 5216CD P Total Valuation: s Initials Or Date k/((v(03 Estimated Cost: -{t. g 6,6.b C If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark ft.Bank Height ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. Signatur6J.:ibt 4 ti.1,1/ Date: J ' / '63 H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 LEGAL OUJNER5-PATRICK 8 JENIFER 5HELDON 5125 UJARD AVENUE NE BAINBRIDGE ISLAND UJA 98110 / TAX A55E55OR5 #-601253014 MAX BLDG. HEIGHT-35'-0" FROM AVERAGE GRADE TO MIDPOINT OF HIGHE6T GABLE SETBACKS -20'-0" FRONT `YARD SETBACK 1 UJATER51DE PER NTI GEOTECHNICAL REPORT 5'-0" 511DE"rARD 5ET5ACK LOT 51ZE - 254,410 TOTAL 5F 4,15 AGRE5 I LOT COVERAGE-254,410/1/432 6F COVERAGE = .56% J FIRST FLOOR SIZE - 532 EF SECOND FLOOR 51ZE - 118 5F PORCH SIZE - 100 EF DECK SIZE -360 5F LAGOON 1 1 , , , , , JI 1 I 1 1 I 1 1 I 1 I 1 1 -- 1 1 I 1 DAYLIGHT 6" COLLECTION LINE INTO QUARRY SPALL BED QUARRY SPALLS WILL DECREAI VELOCITY 4 DISPERSE FLOW ACROSS EXIST. CHANNEL AND/ VEGETATIVE BUFFER fo" ADS OR EQUIVALENT PIPE 11 ON SURFACE OF GROUNp; ANCHOR AS NEEDED N STRUCTURAL NOTES THE FOLLOWING SHALL APPLY, UNLESS NOTED OTHERWISE ON DRAWINGS. CONCRETE LUMBER ALL CONCRETE TO BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ALL LUMBER SHALL BE DOUGLAS FIR -LARCH (U.N.O.) AND SHALL CONFORM TO WWPA GRADING RULES. ALL LUMBER WITH A LEAST DIMENSION CODE SECTION 1905.3 OF THE UBC AND THE AMERICAN CONCRETE INSTITUTE SPECIFICATIONS FOR OF 2 INCHES (NOMINAL) SHALL BE STAMPED SURFACE DRY AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF UNIFORM BUILDING CODE, 1997 EDITION (UBC). STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301. NOT MORE THAN 19 PERCENT, U.N.O. LUMBER WITH !. LEAST DIMENSION Of 3 INCHES (NOMINAL) OR GREATER SHALL BE STAMPED STANDARD SPECIFICATIONS AND STANDARDS TO BE LATEST EDITION. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF F'c = 2500 PSI. SURFACE -GREEN AND AIR-DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. LUMBER GRADES SHALL BE AS FOLLOWS: LOADS CEMENT CONTENT SHALL BE NOT LESS THAN 5 1/2 SACKS PER CUBIC YARD OF CONCRETE AND A LIVE LOADS: ROOF 25 PSF MAXIMUM SLUMP OF 50. CONCRETE COVER ON REINFORCING STEEL SHALL BE AS FOLLOWS: LIGHT FRAMING (2X4) NO. 2 GRADE FLOOR 40 PSF WALL STUDS & HEADERS NO. 2 GRADE CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" JOISTS NO. 2 GRADE WIND 80 MPH, EXP. C CONCRETE EXPOSED TO EARTH OR WEATHER: BEAMS NO. 1 GRADE #6 BARS AND LARGER: 2" POSTS NO. 1 GRADE EARTHQUAKE ZONE 3 #5 BARS AND SMALLER: 1-1/2" LEDGERS AND PLATES NO. 2 GRADE CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 3/4" LATERAL EARTH PRESSURE (EQUIVALENT FLUID PRESSURE WITH HORIZONTAL BACKFILL) EXTERIOR WALL SHEATHING SHALL BE 1/2" C-D PLYWOOD WITH EXTERIOR GLUE (PANEL INDEX 24/0)). ROOF SHEATHING SHALL BE 5/8" C-D UNRESTRAINED (ACTIVE) 35 PCF PROVIDE 5% AIR ENTRAINMENT IN ALL EXTERIOR CONCRETE AND ALL CONCRETE SUBJECT TO PLYWOOD WITH EXTERIOR GLUE (PANEL INDEX (32/16)). FLOOR SHEATHING SHALL BE 3/4" T&G PLYWOOD WITH EXTERIOR GLUE (PANEL INDEX FREEZING AFTER CURING. ALL CONCRETE TO BE POURED MONOLITHICALLY UNLESS SHOWN (48/24)). FOUNDATION AND SLAB ON GRADE OTHERWISE OR APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. FOOTING SHALL BEAR ON UNDISTURBED NATIVE SOIL OR PROPERLY COMPACTED STRUCTURAL ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. FILL ABOVE UNDISTURBED NATIVE SOIL. NATIVE SOIL IS DEFINED AS SUITABLE BEARING REINFORCING STEEL MATERIAL WHICH IS EXPOSED AFTER REMOVAL OF ALL UNSUITABLE FILL AND NATIVE REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615, GRADE 60, EXTERIOR WALL SHEATHING SHALL BE INSTALLED WITH 8D AT 6" O.C. TO ALL PANEL EDGES AND AT 12" O.C. TO INTERMEDIATE STUDS, U.N.O. MATERIAL. ALLOWABLE SOIL BEARING PRESSURE USED FOR DESIGN OF FOUNDATION IS 2000 Fy = 60,000 PSI. UNLESS OTHERWISE NOTED LAPS AND EMBEDMENT SHALL BE AS NOTED BELOW: IN SHEAR WALL SCHEDULE. BLOCK ALL UNSUPPORTED PANEL EDGES. PSF. NATIVE SOIL WHICH IS DISTURBED DURING FOUNDATION EXCAVATION SHALL EITHER BE RECOMPACTED OR REMOVED. SIZE 'TOP BARS OTHER BARS PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 10D AT 6" O.C. LAP EMBEDMENT LAP EMBEDMENT #4 30 17 21 12 TO FRAMED PANEL EDGES AND BOUNDARY MEMBERS AND AT 10" O.C. (12" O.C. AT ROOF) TO INTERMEDIATE SUPPORTS, U.N.O. ON PLANS. ALL STRUCTURAL FILL AND DISTURBED NAM SOIL DIRECTLY BELOW AND AROUND FOOTINGS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY (ASTM D-1557) #5 37 21 26 15 #6 47 27 33 19 PROVIDE FULL DEPTH BLOCKING AT LINES OF JOIST SUPPORTS. WHERE VENTING IS SHOWN THROUGH BLOCKING (REFER TO ARCHITECT'S PRIOR TO PLACEMENT OF FORMS AND REINFORCING STEEL. STRUCTURAL FILL SHALL BE DRAWINGS) PROVIDE A MAXIMUM OF TWO 2" DIAMETER HOLES OR ONE 3" DIAMETER HOLE PER BLOCKING PIECE. DO NOT NOTCH BLOCKING. PLACED IN LOOSE LIFTS OF 8" MAXIMUM THICKNESS. EACH LIFT SHALL BE COMPACTED AS *TOP BARS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12" OF CONCRETE IS SPECIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT. CAST IN THE MEMBER BELOW THE BAR. TOENAIL EACH JOIST TO TOP PLATE OR BEAM BELOW WITH TWO 16D NAILS. ALL FOOTINGS TO BE CENTERED BELOW CENTERLINE OF COLUMNS OR WALLS ABOVE, UNLESS PROVIDE ELBOW BARS TO LAP HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS. ALL PROVIDE DOUBLE JOISTS UNDER PARALLEL PARTITIONS ABOVE. NOTED OTHERWISE(U.N.O.). HOOKS SHALL BE "STANDARD" IN ACCORDANCE WITH ACI 318. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16D NAILS, AND REINFORCE AROUND WALL OPENINGS GREATER THEN 16" IN EITHER DIRECTION WITH 2 - #5 EACH TOENAIL (OR END NAIL) EACH STUD TO BOTTOM PLATE. WITH TWO 16D NAILS. FACE NAIL DOUBLE TOP PLATE 'NTH 16D AT 12" O.C. AND LAP SIDE FULL HEIGHT, 2 - #5 TOP AND BOTTOM, AND 1 - #5 X 4' - 0' DIAGONAL AT EACH MINIMUM 4' - 0" AT SPLICES AND PROVIDE 6 - 16D NAILS EACH SIDE OF JOINT. STAGGER TOP PLATES AT CORNERS AND INTERSECTIONS CORNER. EXTEND ALL BARS 2' - 0" BEYOND THE OPENINGS. IF 2' -0" IS NOT AVAILABLE, AND NAIL WITH 2 - 16D NAILS. FACE NAIL BOTTOM PLATE TO WOOD BELOW 'NTH 16D AT 12" O.C. EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK TOPS AND BOTTOMS OF ALL VERTICAL TOENAIL BLOCKING OR RIM J01STS TO WOOD BELOW WITH 16D AT 10" O.C. REINFORCING INTERRUPTED BY OPENINGS. REINFORCING SHALL NOT BE TACK WELDED OR FIELD BENT. BOLT BOTTOM PLATE TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS AT 4' - 0" O.C. WITH A BOLT WITHIN 10" OF ENDS OF PLATE, U.N.O. IN SHEAR WALL SCHEDULE. ANCHOR BOLTS ALL ANCHOR BOLTS SHALL BE ASTM A307. EMBED ANCHOR BOLTS A MINIMUM OF 7" INTO PROVIDE FULL BLOCKING FOR COLUMNS THROUGH FLOORS TO SUPPORTS BELOW. CONCRETE AND HOOK 90', U.N.O. ALL COLUMNS SHALL BE TWO STUDS MINIMUM. NAIL MULTI -STUD COLUMNS AND MULTI -JOIST BEAMS TOGETHER WITH 16D AT 12" O.C. GLUE -LAMINATED TIMBER GLUE -LAMINATED WOOD BEAMS, DOUGLAS FIR COAST REGION, KILN DRIED. Fb=240OPSI TENSION, TYPICAL. SIMPLE SPAN BEAMS SHALL BE COMBINATION 24F-V4. MULTI SPAN AND CANTILEVERED BEAMS SHALL BE COMBINATION 24F-V8. PROVIDE CAMBERS PER DRAWINGS. NO SUBSTITUTION OF OTHER SPECIES. GLU-LAM ADHESIVE TO BE "WET -USE' TYPE PER UBC SECTION 2303, ITEM 7.2. PROVIDE AITC STAMP ON TIMBER AND SUBMIT CERTIFICATE TO ARCHITECT. MATERIALS MUST BE OBTAINED FROM AN APPROVED FABRICATOR. ALL GLU-LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. LAMINATED VENEER LUMBER (LVL) Fj LAMINATED VENEER LUMBER SHALL BE 1.8E WS MICROLLAM LVL AS MANUFACTURED BY THE TRUS JOIST MACMILLAN CORPORATION AND SHALL \73 p.3 BE THE SIZE SHOWN ON THE DRAWINGS. \ LAMINATED STRAND LUMBER RIM BOARDS (LSL) \� LAMINATED STRAND LUMBER RIM BOARDS SHALL BE 1.25" THICK, 1.3E TIMBERSTRAND LSL AS MANUFACTURED BY THE TRUS JOIST MACMILLAN `\ CORPORATION. RIM BOARD DEPTHS TO MATCH JOIST DEPTH AS SHOWN ON THE DRAWINGS. PRE -MANUFACTURED WOOD JOIST PRE -MANUFACTURED WOOD JOISTS SHALL BE MANUFACTURED BY THE TRUS JOIST MACMILLAN CORPORATION AND SHALL BE OF THE SERIES, SIZE, AND SPACING SHOWN ON THE DRAWINGS. ALL DESIGNS SHALL BE IN ACCORDANCE WITH THE UBC. WHERE VENTING IS SHOWN THROUGH SOLID WEB JOISTS PROVIDE 1-1/2" DIAMETER KNOCKOUT HOLES AT 12-O.C. IN WEB. WHERE VENTING IS \ SHOWN THROUGH SOLID WEB BLOCKING PROVIDE A MAXIMUM OF TWO 3" DIAMETER VENT HOLES PER BLOCK. CENTER HOLES 6" FROM THE TOP OF THE FLANGE AND SPACE HOLES 12" CENTER TO CENTER. \ STRUCTURAL CALCULATIONS IOR THE DESIGN OF PREMANUFACTURED WOOD JOISTS SEALED BY A. STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON, TO E__ AVAILABLE ON REQUES'. \� PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED. MANUFACTURER SHALL PROVIDE ALL SPECIALTY �\ ITEMS, INCLUDING HANGERS, REQUIRED FOR COMPLETE INSTALLATION OF THE JOISTS. � \ GENERAL \ CONTRACTOR SHALL VERIFY 11L DIMENSIONS AND CONDITIONS BEFORE PROCEEDING. ANY VARIATION FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. .� CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS \ REQUIREMENT. ANY PROPOSED FIELD CHANGES MUST HAVE PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. LOT (TAX 32) ' � NEW CATCH = BASIN 6" PVC TO O REMOVE EXIST. - CATCH BASIN Q` GR4VEL DRIVEWAY - I 4" DOWNSPOUT 30 X it " CED � TIGHTLINE ' '� 8" FIR I 12" HEMLOCK IS" HEMLOCK 250 GALLON PROP NE TANK Q I I EXISTING DRAINF LID LOT (TAX 32) Il8'-0" 18" C \ EXIST. RESERVE ARE LOT (TAX 32) '' '' al 1 �, ARKING OF DATER LINE LOCATION �' /� C }� �' 0017 CATCH EXISTING VEL DRIVEWAY ' RO'`'''D EA`� I INT ''' �� y� ASIN 7 CI - u \ \ \ a i WELL W/ 100'-0" O \ \ 1\ 1 11 \ \ EXIST IN �URTAIN DI 4IN CONN0 NEW DINAG �' i RADIUS SHOWN 1 J \ \ \ 11 1 \ \ ra EC \ RR�gSYSTELu \ 1 \ \ n} M _ = N_%_ -------------- \ \,7\7-71ra\-------------------- p v vv1 1v vv 11v vv 1 � � o f DRAINFIELD LOT (TAX 31) 5_ 1TE FLAN RESERVE AREA LOT (TAX 31) LOT (TAX 31) Scale: 1/3011=11-011 SINGLE FAMILY RESIDENCE ON THIS LOT I � I I 'TTI REVISION DATE BY 08/04/03 JMP XMp T W .pool 0 I 'b 0 lO 0 0M � ep nW rCq ' J A� ea x� Cl) z d'I (�i V' 1 Date 03/20/03 Scale 1/4" - 1'-0" Drawn J. MArK PEARL Job SHELDON Dwg SITE PLAN Sheet 14=1 Of 5 Sheets 5526 REGISTERED AMA ITECT JAN STATE OF UL46HINOTCN PRINTED 08/08/03