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HomeMy WebLinkAboutBLD2000-00186 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX(360)379-4451 (800) 831-2678 PERMIT #: BLD00-00186 Received Date 03/22/2000 SITE ADDRESS: 32 CONIFER CT Issue Date 03/29/2000 PORT LUDLOW, 98365 Expiration Date 03/29/2001 APPLICANT: TREVOR HOSKINS PHONE: (360)437-0359 247 OLYMPIC RIDGE PORT LUDLOW WA 98365 SUBDIVISION: WOODRIDGE VILLAGE DIV 1 Block: Lot: 1 PARCEL NUMBER: 999700001 Section: 21 Township: 28 N Range: 01 E CONTRACTOR: OLYMPIC RIDGE PHONE: 360-437-0359 247 OLYMPIC RIDGE PORT LUDLOW WA 98365 Contractor's License: OLYMPR*066JD Expires: 03/25/2001 LOAN LENDER/ NORTH SOUND BANK BOND HOLDER: PROJECT DESCRIPTION DETACHED GARAGE REQUIRED INSPECTIONS: [ ] F oti Set acks (Shore)ne S tbacks): [ ] Fou ation: Q(< 1/ 0©Vg [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [ ] Final/Occupancy Approval: O( 6 i3/00Ji " 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. Inspector's Phone Hours 8:00 a.m. - 9:00 a.m. SPECIAL CONDITIONS MAY APPLY - SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00186 Received Date: 3/22/2000 SITE ADDRESS: 32 CONIFER CT PORT LUDLOW, 98365 APPLICANT: TREVOR HOSKINS PHONE: (360)437-0359 247 OLYMPIC RIDGE PORT LUDLOW WA 98365 SUBDIVISION: WOODRIDGE VILLAGE DIV 1 Block: Lot: 1 PARCEL NUMBER: 999700001 Section: 21 Township: 28 N Range: 01 E CONTRACTOR: OLYMPIC RIDGE PHONE: 360-437-0359 247 OLYMPIC RIDGE PORT LUDLOW WA 98365 Contractor's License OLYMPR*066JD Expires 03/25/2000 ARCHITECT/ ENGINEER : PROJECT DESCRIPTION: DETACHED GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 3,600.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: U-1 OCCUPANCY: UNHEATED: #OF STORIES: OTHER: CONST TYPE: 5N GARAGE: 360 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW STORMWATER: YES NO AREA BEDROOMS: BATHROOMS: Wetland Erosion Exist: Exist: Seismic Streams Prop: Prop: Flooding Landslide Total: Total: F&W Plat Conditions Shoreline Aquifer Routing Date: Forest: Commercial Rural Proximity Type Amount Paid By: Date: Receipt: Approved/Date Permit $97.25 MAM 03/22/00 25480 Plan Check $29.18 MAM 03/22/00 25480 A PP State Building Code $4.50 MAM 03/22/00 25480 N 7 Total: $130.93 tife040,c2 9(c 00 Buildin unty Planning t3 Def4 rt;�10.;t I:\F_BLD_App_Bld.rpt 10/29/99 I t Z oN Jefferson County Department of Community Development 4 cow 621 Sheridan Street.Port Townsend WA 88368[3601370-4450 S. `, Y o \\,,,,_ %.rmei) A pp) (1 - cai, -.°0n , c, rc,e, ,jG Project Description: Building Type: Project�Type: Frame Type: 12 Sin .-Family I�� IGe; e W od Garage Attached j'Detached 72 Addition n Steel Modular 1 Alteration/Remodel 11 Concrete J Commercial Repair 1 Masonry =i Multi-family/#of Units I Demolition 1 Other: Industrial Other: Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: `v Existing: - U— El Sewer -'Community System El Electricity a Oil f Proposed: Proposed: 17 Individual System 1, Woodstove 72 Propm&0. ) Total: Total: If not sewer,fill out the following: I Heat Pump n(nSt I Conventional 717, Alternative !n Other 6 Permit# SEP Water Supply: Private well I Two Party Well 1 Public:Name of water system: "—0— Square Footage: For Office Use Only Main Floor UBC OCCUPANCY GROUP 2ND Floor Base fee 3rd Floor Plan Check fee E Htd Basement State Surcharge fee f Unhtd Basement Subtotal 1 ' Garage/Carport — 760 — Pot Water Review fee Decks 911/Rd Approach fee _ . Commercial TOTAL Industrial Receipt # Other Cash/Check# Total Valuation: "--,�`i C Initials Or Date Estimated Cost: If within 200' of the Shoreline, 1 Distance to Bank or Ordinary High Water Mark ft.Bank Height ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. Signature: Date: Jefferson County Department of Community Development � olv Cb 621 Sheridan Street,Port Townsend WA 98368 (360) 379-4450 $ Universal Plot Plan �'ShrIN9 Fill in the following blanks as completely as possible: Project Description: 9 Digit Parcel Identification Number (from your tax sta ent): T3( `( )(7(X)r)/ Site Address 911#: Road Name: C.,0, c..-, C _ Zip Code: 7lc3 6 Legal Description Subdivision Name: 644 9/ ►/c4� Block: Lot(s): Section: Townslp: Range: Parcel Size (acres or square footage): / ,c,t. Property Owner: Phone: Mailing Address: 4C4 /./?PL � �c�r� Ke/.1 Y1.7(r- Applicant/Occupant: y' y Phone: (if different from owner) Mailing Address: Authorized Rep: Phone:, J a 7 Mailing Address: /a-77 �/<^�rr/ // �!� &I General Contractor: Or Manufactured Home Installer: Phone: Mailing Address: //\ Contractor's State License Number: / Expiratio Da Septic Designer: Phone: Mailing Address: ._. Architect:/Engineer: Phone: Mailing Address: -- U Loan Lender/General Phone: Contractor's Bond Holder: (JO(*k So v r.ck A Mailing Address: FOR OFFICE USE ONLY Fire District: Planning Area: School District: Zone: 1/00 H:\home\pincntr\forms\universal plot plan f BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00186 Received Date: 3/22/2000 SITE ADDRESS: 32 CONIFER CT PORT LUDLOW, 98365 APPLICANT: TREVOR HOSKINS PHONE: (360)437-0359 247 OLYMPIC RIDGE PORT LUDLOW WA 98365 SUBDIVISION: WOODRIDGE VILLAGE DIV 1 Block: Lot: 1 PARCEL NUMBER: 999700001 Section: 21 Township: 28 N Range: 01 E CONTRACTOR: OLYMPIC RIDGE PHONE: 360-437-0359 247 OLYMPIC RIDGE PORT LUDLOW WA 98365 Contractor's License OLYMPR*066JD Expires 03/25/2000 ARCH ITECT/ ENGINEER : PROJECT DESCRIPTION: DETACHED GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 3,600.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: U-1 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: 360 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: SEW m po 3-- WATER SYSTEM: LUDLOW STORMWATER: YES NO AREA BEDROOMS: BATHROOMS: Wetland /00 Erosion tcYO Exist: Exist: Seismic Streams Prop: Prop: CYt Floodin Landslide Total: Total: &W Plat Conditions Routing Date: Shoreline. Aquifer %J0 - ; i Forest: Commercial C) Rural tJ 0 Proximity ^ Type Amount Paid By: Date: Receipt: Approved/Date Permit $97.25 MAM 03/22/00 25480 Critical Area Plan Check $29.18 MAM 03/22/00 25480 State Building Code $4.50 MAM 03/22/00 25480 Total: $130.93 9 elliek3/27/60 /MCP I:\F BLD_App_Bld.rpt 10/29/99 / '\ / \ / ^\ \ / / \\ \ / \ 46. 4‘; } / N y .. 4/ — \\'� • \ Co " 15 ry1/ /, • I \m>. ti� /,'/ LOT I ` P / �� _ c 'Si - • A o' • / t APPIWX.2 FT CONTOURS \ )` / `\ -\ 42 ,/,' \ V v ` i/ / ` I \ \ \\ \ /•1 ! i+ EXIST N6 HOUSE \ \\ \ + //1 I O \\`\ \.,` 98 /' / �' _ 0. NEw scREEN P€Nc -v EXTEND DR ve \>co ---1--- . / 'i'' .."--1--". \ • I,••�\ \, `� ._ - \\ \� /�\ /i \ \` S O., :.` O b %, -----\------ x, \ \ O \� ' 0 '4tti . \ -O .\ \\ \ t ?o _ • \ •F., \ \ 0, 14 i 33 \ • -,. ' , •/'� 98 NEVM ', ARA6E OPEN SPACE, \ \\ — — — — j\�i!4 LOT I OF WOODRID6E PLAT --\ ''- - -- - ---/ -se PORT LUPLOW,WA. \ \ /// \ / 94 • \ \ / / '\ / • SGHL v`AT C S .TE FLA\ I : 40 STORMWATER CALCULATIONS Owner/Applicant: ❑ PROPOSED LAND DISTURBING ACTIVITY Site Address: JZ C�iLL, C- , Drainfield area cleared (y— sq.ft. Driveway Length ft. p� X Width ft. 9 Digit Parcel Identification No.:t q ) WOO = Total Driveway sq.ft. Permit Number: Clearing and Grading for Site Development PLOT PLAN (Well/Structures/Utilities/etc.) sq.ft. sq.ft. INDICATE the following information. Total Land Disturbance "160 sq.ft. Draw entire parcel to scale. Indicate scale of plot plan: One inch equals ❑ IMPERVIOUS SURFACE Proposed Structures (all roof area) ?6 U sq.ft. 2�1. North arrow Existing Structures (all roof area) /4/00 sq.ft. All property boundaries and dimensions Sidewalks sq.ft. e-3. Names of adjacent streets Concrete Patios sq.ft. ❑�4 Driveway/s & parking spaces Proposed: DeB. Major features such as ravines, Driveway Length ft. seasonal creeks, bodies of water, etc. X Width ft. Septic tank, drainfield and reserve area location, = Total Driveway sq.ft. existing or proposed, and distance to Total Impervious Surface 17 6,Q sq.ft. closest structure Er7. Sewer lines The Stormwater Manual sets forth the following Small Parcel Minimum Requirements: 8. Wells and/or water lines • Construction Access Route Stabilization: 9. Neighboring wells within 150 feet Construction vehicle access shall be, whenever feasible, limited to one route. Access points shall be stabilized with C.1 10. Paved surfaces (patios) quarry spalls or crushed rock to minimize the tracking of ❑rl 1. Structures, existing and/or proposed sediment onto public roads. If sediment is inadvertently transported onto public roads, roads shall be cleaned ❑ f2. Setbacks (distances to property thoroughly at the end of the day by shoveling or sweeping. Street washing should only be done after the bulk of the boundaries, structures, banks, sediment has been removed by sweeping. and shorelines) • Stabilization of Exposed Soil: All exposed and unworried soil shall be stabilized by sodding, ‘11. Easements for access or utilities seeding, mulching, plastic covering, application of gravel base ❑ 14. Arrows showing direction of slope-- on roads and driveways, or other appropriate means within seven days during the period from May 1 to September 30 assume an elevation of 100 feet at one and within two days during the period from October 1 to April lot corner and indicate the other lot 30. Mulch shall be applied to a minimum depth of two inches. • Protection of Adjacent Properties: corner elevations in relation to it Adjacent properties shall be protected from sediment deposition by appropriate use of vegetative buffer strips, sediment barriers or filters, dikes, mulching, or by a FOR APPLICATIONS ADJOINING SHORELINES, combination of these measures and other appropriate Best Management Practices (BMPs). INDICATE: • Maintenance: ❑ 15. Ordinary high water mark All erosion and sediment control BMPs shall be regularly inspected and maintained to ensure continued performance of ❑ 16. Top of bank, if over 10 feet high their intended function. ❑ 17. Slope of bank in degrees • Other Appropriate BMPs as required by Jefferson County to mitigate the effects of increased runoff shall be applied. H:\HOME\PLNCN TR\FORMS\PLOTPLN.FR M9/97 Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 CRITICAL AREAS QUESTIONNAIRE Applicant Name Building Application Land Use Application _ Shoreline Application On-site Sewage Application _ Subdivision Application Other: 1 . Is there any standing or running water on the surface of the _ Yes o property or on any nearby property at any time during the year? If YES, please describe: 2. Has any portion of the property or any nearby property ever been _ Yes 'O.— identified as a wetland or swamp? If YES, please describe: 3. Are any willows, skunk cabbage, alders, or cottonwoods present _ Yes on your property or adjacent properties? If YES, please describe: 4. Are there any indications on any portion of the property or on any _ YES _ nearby property of rockslides, earthflows, mudflows, or landslides? If YES, please describe: 5. Please indicate which line best represents the steepest slope found on your property. (Check appropriate box) 0 4 Q a a ❑ , Ir / % % / / /' ,' ,0 r///// / , --fl rriii/, / ,� - rrrii/, ,,� . (Questionnaire Continues on Back) Page 1 of 2 • 6. Does the site have steep slopes with little to no vegetation? — YES o If YES, please describe: 7. Does the site contain high percentages of silt and/or very fine — YES NO sand? If YES, please describe: 8. Does the site contain ground water seepage or springs near the _ YES NO surface of the ground? If YES, please describe: 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 a•a . - -rson County as a result of or in consequence of the granting of this permit. I further agree to provide acce , and right of entry to Jeffe .on County and it's employees, representatives or agents for the purpose of application review and any r-.uired later inspecti. s. Access a right of entry to the applicant's property or structure shall be requested and shall occur during regular •usiness hours. / SignatureArllIllVrrAIW , ` Date '-- ' 2 2 - 0o vimpippipp„.._ FOR OFFICE USE ONLY ❑ Wetlands ❑ Seismic CRITICAL AREAS ON OR ❑ Aquifer Recharge Area (zone_) ❑ Fish & Wildlife Area 1 IMMEDIATELY ADJACENT TO SITE: ❑ Frequently Flooded Area ❑ Fish & Wildlife Area 2 ❑ Erosion ❑ Landslide :Seismic ❑ Commercial Forest Section Township North Range Parcel Number: Parcel Size: Comprehensive Plan Land Use Designation: Reviewed by: Community Plan: Date: Page 2 of 2 h:\home\pincntr\forms\car.doc 1/00 FT& � e MIN. PLATE ALL 5HEATHN6 TO BE 7/16" APA-RATED PANELS 24/0 ON 2x MINIMUM L1644T-FRAMIN6 DOUBLE STUDS 0 SIDES REQUIRED FOR HOLDOHN5. FINGER JOINTED STUD5 NOT SUITABLE. PANEL LAYOUT INDICATED BY X-HATCHN6 SECURE CORNER PANEL NI/ 8d COMMON OR 6ALV. BOX NAILS - 6"oc 0 PANEL ED&E5 -12"oc 0 PANEL FIELD SIMPSON LSTHD8 STRAP -TIE DOHN (IF 2500e P51 CONIC) OR STHDIO STRAP - TIE DOWN (IF 2000= PSI GONG ) SIMPSON HD2A OR PHD2 - 000* MIN.GAPAGITY UTILIZING 5/5" SIMPSON 55T516 ANCHOR BOLTS INSTALL PER MFR. 5PECIFIGATIONS [ 2 PLACES ] D/OMIN. UTA. ANCHOR BOLT (LEN6TH TO PROVIDER" MN. EMBEDMENT) IN/ 2'x2"x5/l6" SQUARE PLATE HA5HER5 4 NUTS [ 2 PLACES ] » 4 RNF HORIZ 0 TOP ALTERNATE BRACED WALL PANEL PER UBG 2526.11.4 FOR FIR5T 5TORY OF ONE STORY 4' 0" MIN. PLATE EXTERIOR PANEL I ALL 5HEATHN6 TO BE '1/16" APA-RATED PANELS 24/0 TYPEXTERIOR SIDE ONLY SECURE Al 6d or 8d NAILS -EDGES 0 4`oc - ALL FIRST STORY HALLS -FIELD 0 12"oc II ALI&N VERTICAL ED&E5 WITH STUDS APPLY PANELS HORIZONTALLY OR VERTICALLY 2x STUD5 O I6" O/G EXTEND EXTERIOR SHT6 TO FOUNDATION SILL PLATE I ANCHOR BOLTS PER HALL SEC CONC. FOUNDATION STANDARD BRACED WALL PANEL PER UBG 2526.11.5 ITEM B 4 5 4" COI ON 3 • THICK] FOR FIRST STORY OF ONE STORY TYPICAL WALL SEG-TION GQM 0 IT IELT SHM6LE5 ON 1/2" APPA RATED 5HEATHIN6 MANUFACTURED TRUSSES 0 24" O.G. 2x BLOGKN6 MTL.DRIP FL5H CONTINUOUS STEEL GUTTER ON 2X6 FASCIA 4xb HEPAAIPEEE6LA5R ((UNNO)) W% INSULATING 5W5 BEVELLED CEDAR 51DN6 (OR AS SELECTED) ON TYVEK INFILTRATION BARRIER ON i/2" APA RATED SHEATHING ON 2X4 STUDS 0 16" O.G. MTL.GAP FLSH WATER TABLE CULTURED STONE FACING ON MORTAR BED OVER METAL LATH ON HATER RESISTANT BARRIER 2X4 PRES.TRTD.PLATE 5/8"X 10" A -BOLT H/2X2X9/16" HA54ER5 O MAX 4'0" O/C (°GONG. HALL H/ 1 *4 BAR 12"X 6" FOOTING W/ 2 =4 BARS REAR ELEVATION 1/4": 1'0' FRONT ELEVATION 1/4": 1'0" r— — — — — — — — — — — — — — Ea. — — — — — — — — — — — — J 12' 3" R.O. TR 0 24" O/C I BI 5ARAGE 4" GONG. SLAB � 1 1 J I 4x�HVR 12/0X9/0 OHDR ----------L------ --- ST FOUNDATION PLAN V4": I'O" (TYP) FLOOR PLAN 1/4; I'O" RIGHT SIDE ELEVATION 1/4" O" LEFT 510E ELEVATION SIMILAR (NO WINDOH5) SET FOUNDATION HALL HEIGHT TO 61VE MIN 57' FROM SLAB TO PLATE AT OVERHEAD DOOR TYPICAL SECT ION 1/4 : PO" /I \ 961// _ \ \Q0 c 'ti i LOT I � X. 4 FT GONTOUI \\ \ EX1571N6 HOUSE ` \ 9D P NEA 50REEN PENCE\ \ �\ V vv I I 1 EXTEND DRIVE >100 \ `I "N ` o i 1/00 01 /�C OPEN SPACE ' \ \ \ _- _ _ _ _ I '16 _ y �\ NEn 6A \ e ` LOT I OF HOODRID&E PLAT -� ,r \ _ ._ ''� 96 PORT LUDLOH, Y`IA. 94 \ v � SGHEMAT IC SITE PLAN 6ORk NOTES I, Unit *sew (allele othsrnee noted) All 4 X DM to be DF(k Na 2 , M unless otherwbe specfed All 6 X BM to be OF/L No. I , BTR a bee a nel epecfied All BTsMTT9 to be fF or OF/L No. 2 , 3N rim othernbe spacfied All STIRS to be HF a TR LLi keel OF/L 5W , BotherNe specffted All "M ems to be )a fb, 65 fv, 4600A00 E Lmbss otherwee specified MaNdchrer shall provde A% certfaall Ni Dow. re tall wlth edge mrkm TOP' p All nai� to be as & Table 23'1-0 or better. 2 The Contractors ad 5bcab adore 51Nt1 thorax exadE the drom", ad bring any decrepmcles to ft attention of Atelier NorthrW IrLc. for resolutbn prior to proce�e6g with cas4't.ctan. 3 proffincle,specficatlar, ad ay b 9an ar these Qodn� ad all coo�p�rle��rt�remain the p of AEolbr NatYnest, hc. Tf6ee docurets shall not terms an othd s b% for ko thb pro k, a fa congbtlorl of pkrn or desig re'k � pry approval is gated b9Moller Nortiv est, Inc. ad atirroprbte made. RffUU Z ON GRAI'INEf RE R TO NOTE5 BELOPI, NOT ALL f♦OTES APPLY TO TeE DRAY W, A. FaNDATq) FT6 - Goovets footing with min. 2 44 bass. Size as noted, PB - Per, bbck. RIF - Reinforce pad with e4 bars a nw.12' o/c each Ray. At Erb 0_0 mesh, Vt Garrote roll. TMckness rated. Al. Provide 60 sq.r. xree edl vents per code Provide 6-mll vapor barker. Provide insulation or schedrle. Provide 16 X 24 cral access, Al. Carrate pod. Nze a noted. A3. Carrete replace pad IQ" thick with !4 bars a 12' o/c each", Size de noted. A4. Post on V felt. Size as now A5. Expod footing to size noted Ab. Bbck oiA for all Verify size with ms&c&ol subcadractor. Al. Treated block -out at door. Ab, Step foundation and/or mall. A4. Post on mll past time Post size noted. AID. 6* in condjIt for Fist rtnated eleckrie meta. B 5TW1LTK B4 - Bean 51za Os now ,6T Joists, size ad spocng Os rated. N6 -Low Beal 0B5 - 0verfli CART - Catileva 30rts or Beal PL Plate CJ - Cellhq Joists PT Prowo - Recex BeaLe. 5. - WDlff Beat size ® noted depth now 6TR - EV10t red MaVacbred RFT - Rafters. birder Truss 0 - Robed Heel MR - Metal Ham9gre. Cade approved TR - E�aa Mfcii Truss. as raatteedd BI. L ne. 54, Stick frame over tnAses. 2 X 4 Frame 6 24' olc 52, Va Line. miess noted Spar not to emceed 5'6". 93. Hp Line B5. 5taK fraE roof. 54& noted. E EXT RM CMTIM%% DETAL. � - �Ag" P a other rated awl siding. Vert +g risdrt 56R1 - 5 Gass Door MY - Batkaln Mid) Vent SNA Cedar Roo N MY - Beveled 5irfirq, 5I6 Stapgsd-h bazng B9/ - Batton Slid�sq ant. 5L 54 q t, size as rated. C* - Camel MlI�R 5TG Lemmata 5teps Details as D1 ON - Chanel Ledr 5dng S1M feed Steps details as 01 CAP - (ArlposRlon Shingle Roo". TAY Tap Arming Vat F6 - Fbergkzs T16 T 4 6 Gear 51d►rrggg RSN - 6olvadzed or Coated Steel TLE Concrete Tlke RooT! q. FIos _ TRAP Trcqezo1doI Mkdon l 6BJt - 6ims Bock din Ore. t5 -Horizontal Slldng YIlldan. VN Vinnyyl fbta VS Vatica15lidng Winer OIGR - OverlEad Dw IV Maud PIG - Pictlre Ytltdohl. w Mdeproof Outlet El. Cab wA steel or aLmtun ytter an 2 X 6 fascla. E2. 2 X 6 barge wlth I X 2 rake LAM rated. E3. 5/4 X 4 cedar trim. Other sizes noted E4. 5vwdd atta vent. Total areas per code. E5 Berlin a 0' etas deck to aantraetas detail. Eb. 4' connote apron, slab a pavlsg. Thwken edges El. SoN t as sebcted. RA0 insulation bebn heated spaces - p ov de access to pit bt g. ED. Deck. 2(cedar, Mess noted, wlth traded rood supports. E4. Deck 1wF surface on 3/4' AC pt�rood sow to drain or ghter. DO. roll NO, Less than 4* spa li bebeen rtermr�Sotas. Ell. Rase TMresMd T V2" above deck. AdjA header to suit. Rev 1/tOC ATW RCRTHEST, MO, IP9B LATERAL FZE57RAINT KEY +--'✓-A-/14-�-GQ ♦E STANDARD dIAGED WALL PANEL PGl Lon U@C iO 5RAC W r A,, e• E.xTYIALLS f REM 5 NTERLOR AAtls LNO. 52' ALT011 eltALt9 WALL PANEL PEII APT UeG SEc]520.11.4 SPECAA. RESTRANNO DRAB. REPOT TO DRAL NO. FOR 145TALLATION 7TRY.TL:-Ay C_ __..TONs ALL LIeHT PRM! C47Nfe•LTIp15 5 ,A. lee SHPeON 'STW O%O-TE' OR isi"AL'NT r1W APPROVED CONLPONENTS. 5Ml! TO el •RAMNe MO+lOI NDICATW AND 56CAAE ArrN RECOMMENDED DEva" TO ACHEVE MAXMM C ACrT ` 4ALESS OTHOli ise NOTEp. UDC 5c RASES/GAP., POR ALL WAM/COW GOM41_Ti2ks LOU UJ OR U STANDARD JOST HANGERS USE LOU OR 9DlU STANDARD RAPTM HAN6GR5 VSC TRLES NANeOtS AS REGOM lPl!D 5T TRVSS PA !CATOR. USE TRIGS wND/SEEMG TE-DOKNS AS RG.OMMINpED is, TRU55 PA WR TOl V5E HVH 3NNO/eeD ,, rE-DOWNS VW S►TSON CS250 GOL STRAP FOR SLPPLENOITAL STRAYING V e MMMC HOLD-DOWNS PER STANDARD DETAL OR AS NOTED LSE SPECIAL H0" A5 NOTE. E6. 'Sff HRG' WALE AND POOR "ATHN6 L%-MS O-NOlW5E NOTED. ALL WALLS AND PLOOR 5.EATHN6 SHALL BE SECUIED M", led a e' O/c PANEL =4M led a a' O/C PANEL PELD LOADING 5GHEDULE ROOF/Cslilncj I? pelf DL - 25 PRE LLB 42 pelf TL Gelling -[Only] 5 Pelf OL - 10 pelf LL • 15 pN TL Soil BeorUg: 1500 pelf VMIe55 Boll tested Any true d"IT is tat be tie rospor rw% of the lines mOVIaGGFK Nx) !hall verify that the tN lordut coTl 'Re Nth the general wraxje t hdlcdtW on the d'aNYxp. Any d'Mgee 1e lthq h the rediotrbVtbn of strr of 100d shd 11 bs 1e 10 led with Atelier No VU t. Q ATELIER NORTH104E5T. NG "b BUILDER PLAN SERVICE ATELIER NORTHWEST, INC. 1921 NE BENTLEY DRIVE, BREMERTON. WA 98311. 360-692-30RR HOS< INS 6ARAC6E DRDG DATE'QMAR.GG BY OLYMPIC RIDGE GON57RUC7I0N axI& .0O OLY14PR'066J0 CAC 1!APCXACTNE\2I4 a \20lOSA11 MIN THIS DRAWING IS INTENDED EXCLUSIVELY FOR THE ONE-TIME USE OF THE ABOVE NAMED LICENSED BUILDING CONTRACTOR WHOSE EXPERTISE MUST BE USED TO SUPPLEMENT THE INFORMATION SHOWN.