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HomeMy WebLinkAboutBLD2003-00298 0 ii BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD03-00298 Received Date 05/12/2003 SITE ADDRESS: 74 CONIFER CT Issue Date 06/18/2003 PORT LUDLOW, 98365 APPLICANT: STEVEN J WERRE PHONE: RITA L CLARK PO BOX 9998 SEATTLE WA 98109-0998 SUBDIVISION: WOODRIDGE VILLAGE DIV 1 Block: Lot: 2 PARCEL NUMBER: 999700002 Section: 21 Township: 28 N Range: 01 E CONTRACTOR: OLYMPIC RIDGE PHONE: 360-598-3942 15940 LINDSEY LANE POULSBO WA 98370 Contractor's License: OLYMPRI986NA Expires: 08/01/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: DETACHED GARAGE REQUIRED INSPECTIONS: [ ] SETBACKS /Footings: Ok lJ indr&4 �/s/ [ ] Foundation: 1 ,4/ 0/ -s [ ] Underground Plumbing/Under. ound Insulation: & TL/11.4811z 7 Z/193 [ ] Shear Wall: [ ] Framing/Plumbing: �k /d/j03` L 1 1 Propane Tank/Lines: [ ] Insulation: ,.tlC.000 t0—t -03 f 1 Sheetrock: /p/4G/3 1 65(7/ 1 Septic System Final Approval: [ ] Zoning Final Approval: f 1 Final/Occupancy Approval: 'i ' _ccr e/p 1 ZI1,04 3 HEALTH DEPARTMENT APPROVAfL RE•QUIR D 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 S BUILDING PERMIT APPLIi"ION MRA03 00260 Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00298 Received Date: 5/12/2003 SITE ADDRESS: 74 CONIFER CT PORT LUDLOW, 98365 OWNER: STEVEN J WERRE PHONE: RITA L CLARK PO BOX 9998 SEATTLE WA 981090998 SUBDIVISION: WOODRIDGE VILLAGE DIV 1 Block: Lot: 2 PARCEL NUMBER: 999700002 Section: 21 Township: 28 N Range: 01 E CONTRACTOR: OLYMPIC RIDGE PHONE: 360-598-3942 15940 LINDSEY LANE POULSBO WA 98370 Contractor's License OLYMPRI986NA Expires 8/1/2004 REPRESENTATIVE: JOE KLINKER 36o 3D2- O1S 15940 LINDSEY LANE POULSBO WA 98370 PROJECT DESCRIPTIOI` DETACHED GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 45,095.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OCCUPANCY: OTHER: 323 CONST TYPE: GARAGE: 1,280 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CMY WATER SYSTEM: PUBLIC PARCEL TAGS: YES NO_ _ BEDROOMS: BATHROOMS: STORMWATER: YES_ NO AREA Exist: Exist: Wetland_ Erosion Prop: Prop: 1 Seismic _ Streams Total: Total: 1 Flood Way Floodplain Routing Date: F&W Landslide �/tl 3�0� /J Shoreline _Aquifer Forest: Commercia Rural 4 Type Amount Paid By: Date: ece t: Ap•ro e eV Permit $603.35 MAM 05/13/03 f JUN 1 8 2003 Plan Check $392.18 MAM 05/13/0 56304 State Building Code $4.50 MAM 05/13/0 56304 Jefferson County PlanninE & Building Department Potable Water Application $51.00 MAM 05/13/03 56304 Total: $1,051.03 - 1 ain-ai 1 ll/ AT • Jefferson Co Department of Community Development ,�' � °°� 621 Sheridan Street,Port Townsend WA 88368[3601378-4450 4. -P -3""°-- ,...* Perm° -ii App_ ocaToon ,,,, 4,, Project Description: - rrr 11 v�'! ' ' ` ,,.1; p Building Type: Project Type ) _----� Frame Type: 0' Single Family ❑ New 10"-`-0 Wood ❑ Garage Attached/Detached C3''Addition ''!{ ' ix ' t [ w Steel ❑ Modular ❑ Alteration/Rethodel Congrete • ❑ Commercial ❑ Repair ❑ Mas ❑ Multi-family/#of Units ❑ Demolition 1 JE �i UK OOUI''CY '? Y ❑ Industrial tIVT,Of GDEa'l`1t}t`�'1- G'E� d7;:tOther . ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: \(2 Existing: ❑ Sewer 2'Community System ❑ Electricity ❑ Oil Proposed: Zici Proposed: b ❑ Individual System Total: ", Total: 3 ❑ Woodstove Propane If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: r For Office Use Only Main Floor jft• ` 73l 1 •3cp Consistency Review 47.00 2ND Floor Base fee to?. S--- 3rd Floor Plan Check fee—65% 34Z• lg Htd Basement State Surcharge fee Lf.'So Unhtd Basement Subtotal I0(t.7•© Garage/Carport \Z S 0 l 69 •60 Pot Water Review fee CX.•00 Decks 911/Rd Approach feeCP Commercial TOTAL I t •O -j Industrial Receipt# -- 5b Dcrb Other .5 .c_ -3'Z,, Cash/Check# �-'C:.J 13 Total Valuation: 50 � O Initials ?f - j Or "� Date Si("2-{CD?j Estimated Cost: L{0.000 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 Iles employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the ap licant's ro rty or structure shall be reqested and shall occur during regular business hours. ' Signature: Date: :;' 3 OVER 0,- H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 P Q 28'-0" O\ \ _� �' 3538#=Wind_____ �® - -2350##-Seismic I u' 1 r......._, 1 14'-0" ._Ridge above _ 1 U o � -1 Centrkkid 3 N \ I ? 860sf 4 1 117 If I 1 4 ' I' ' 1287# ind 8�4#I i-Wsic L 4 0 u 31 ;; SIN IA O "1— vl N Main Floor Schematic No .in circles refer to beam summary Will Langemack Ltd. Olympic Ridge, Inc.- Werre 2003-95 • SPECIAL CONDITIONS FOR CASE t BLD03-00298 1.) The application was reviewed by the Jefferson County Department of Community Development staff on May 21, 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: Great blue heron. 2.) WDFW reviewed potential impacts to Osprey and Blue Heron at the request of the department.By e-mail dated June 9, 2003 WDFW indicated that the surrounding area constains single family residential structures and the adjacent forested areas are young (15-25 year old) conifers. Some older second growth is present onsite and should be retained. Otherwise, this project should have no impact on the Great blue heron rookery in the vicinity of the project. 3.) The applicant is proposing to create or add 1516 square feet of impervious surface and 1516 square feet of land disturbing activities. A condition of the Plat approval of Woodridge Village requires that your proposal submit a Small Parcel Erosion and Sediment Control Plan. 4.) 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). 5.) This approval is for a Detached Garage only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 6.) The Revised site plan (dated May 28, 2003) as submitted with the building permit application on May 12, 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, Revised approved site plan dated May 28, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 7.) The parcel is a legal conforming lot that is designated as Single Family (MPR-SF 4:1) under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 8.) A building permit application (BLD98-00677)for a single family residence with attached garage was made on October 20, 1998. The permit was issued Oct. 28, 1998 and finaled September 17, 1999. 9.) A standard critical area wavier[CAR98-00307]was finalized by Jefferson CountyDepartment of Community Development on October 28, 1998 for a single family residence. 10.) Maximum Impervious Surface Area for lot 2 shall not exceed 45 percent. 11.) Minimum setback from Conifer Court(a private road) right of way line shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 12.) The building height shall not exceed 35 feet. 13.) Based on Section 3.107 of the Port Ludlow Master Planned Resort Code [MPR Code], accessory dwelling units shall not be allowed in the MPR-SF zone. 14.) The Jefferson County Department of Public Works approved a Storm Water Report October 29, 1996 for the Woodridge Village Subdivision. The Storm Water Report identifies the lot to be within Sub-basin A, which only requires the design of an on-site individual infiltration system for lots 6, 8, 9, and lots 15 through 36. Therefore, an on-site individual infiltration system isn't needed for lot 2. 15.) The applicant is proposing to create or add 1516 square feet of impervious surface and 1520 square feet of land disturbing activities. Conditions of Plat approval requires that your proposal submit a Small Parcel Erosion and Sediment Control Plan. The applicant submitted a SPESCP May 28, 2003. 16.) A Small Parcel Erosion and Sedime nt Control 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. 17.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safely, health or sanitary hazard. 18.) Not more than two (2) unlicensed or inoperable 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 the 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 vehicles be stored in an Environmentally Sensitive Area (ESA). is\F_BLD_Permit_Buildng.rpt 10/29/19 w . PERMIT # BLD ' Vt 0 Proposed Garage for- �. . RL. L � - 3 . O29 i JEFFERSON CO Conifer Court MAY 2 8 2003 r UNTY D �, JEFFERSON COUNTY TM. �FVELOP MENr.►� DEFT.Of C ar�4 � ^ \� , \ ,L 20'nom.fronfi and set5' sideyard setback ' *oi' w .ak L, ,4,40311 1. YY� W \ tS .01 tx ,,,,,,,, / ,„,,,,„ , .,,,,,p„ ,,,,i,,,''''',,„1,4'fitvivele \ \ i.� Y 46. A \ it.,te , s O.oó //// / \\ P S liminary dashed / / \\\ Actual setout of existing buildings need to be \ \\ verified prior to permit submittal \ //I/ ' t \ewe trees in buffer / ' REvISED Sao\ ii.VED v !. ft ` :_ .i\IT II, i / L nasteen APPL° ,,, ,, 4,\ , \ 11.,\-\‘1 kitty 12 Mea \ , �t / / 2 s�\ \ Jff��s4r�Opurit�t / < \\ pEP�,Of GONi�UN;fY DEtiiEIOPhhENI/ ()DSchematic Site Plan \ , Scale: 1" = 40 ft 0 8 20ft \\ i Steve Werre/Rita Clark \\\ /� 74 Conifer Court \ / Port Ludlow, WA. \ /j Lot 2 Woodridge Village Jefferson Co.WA \\\ z./" \: 11Langemack' Parcel No. 999-700-002 `\�// ��gblti � q PERMIT # BED _l � �_ 0WE , Ilk ® 7 C2 _ 11 MAY 28 2003 r r! r(rj JEFFERSON RSON COUNTY STORMWATER MANAGEMENT JEFFERSON COUNTY ' SMALL PARCEL EROSION AND SEDIMENT CONTROEFIet WNITY DEVELOPMENT EROSION AND SEDIMENT CONTROL WORKSHEET Property Owner: au{.t (At,4 h+ti.t Telephone: Address: --Pi C_O.,-aG1 C 4- = PeA4-L A4, . e vt., c'i3Gf - Assessor's Parcel Number: Building Permit or Septic Permit Application Number(if applicable): ado 3- OQd 9,? Brief Project Description: 64f A A i_. c ,,,l_ ll Site Location: ?i Co :t. Col. R.,I a,y v,.., Person Responsible for BMP Installation and Maintenance: E U: V(K G 7 - ev, . Address: ,K`Off(o C..�fcf. C r�j 6,.. . (le 7>0 Telephone:.-T o -- "3o,-Gt'..�C,, ` 1. Describe/check the Best Management Practices (BMPs) that you will implement during land disturbing activities or construction to control erosion and prevent sediment from entering water bodies (marine waters, streams, rivers, lakes, or wetlands) or impacting adjacent property or roads. Please check the measures you plan to implement and show their approximate location on the site plan. You may also propose measures other than those listed. Attach additional sheets, if more space is required. 1 Stabilize construction access route. Limit construction vehicles to one route, if feasible. Provide a stabilized construction access by applying quarry spalls, ballast, or crushed rock to minimize tracking sediment onto roads. (See attached illustration from Stormwater Management Manual.) If sediment is transported onto roads, they will be cleaned thoroughly. Minimize the extent of land disturbing activity_sand preserve existing vegetation. Preserve buffers of well-established vegetation between disturbed areas and property boundaries, roads, water bodies, and designated critical .'eas e i ;P i , i .i c u i' habitat areas,landslide or erosion hazard area,etc.). STORMWATER PLAN SPESC Instructions—Short Form Revised July 17,2002 MAY 2 9 2003 3 JEFFERS* COU I)FPT.OF(OM is vAti ',. SIGNATUR4or //,�i EROSION AND SEDIMENT CONTROL WORKSHEET '" Phase clearing so that only areas that are actively being worked are uncovered. V Start and complete land disturbing activities and stabilize the site between April 1 and September 30. Stabilization means that disturbed areas will have well-established plant cover or be landscaped to minimize erosion. [] Stabilize exposed soil Exposed and unworked soil will be covered within 2 days between October 1 and March 31 and within 7 days between April 1 and September 30. [ ] Cover exposed soil with a minimum of 2 inches of straw or hay or other material approved for this purpose. [ ] Cover soil stockpiles with plastic sheeting and locate away from water bodies, roads, and property lines. [„]/ lace gravel base on roads,driveways,and parking areas after clearing and subgrade preparation. [] Protect adjacent properties and water bodies from sediment deposition: [] Place straw or hay bales in ditches and drainage ways down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters _ water bodies.(See attached illustrations from Stormwater Management Manual.) [ ] Install a filter fence down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies. (See attached illustration from Stormwater Management Manual.) [,]7- Regularly inspect and maintain all BMPs especially after storms events. [] Describe other erosion and sediment control Best Management Practices. Be specific as to design and specifications. eitic‘ ) g SPESC Instrperipns—Short Form I Re 1 i Jul} 17an t 4 iA ITVIL TECIEEIWE EROSION AND SEDIMENT CONTROL WORKS ' MAY 2 8 2003 JEFFERSON COUNTY 2. Describe how disturbed areas will be permanently stabilized(seeded,lariai4ldsWiffiliIMENT to roadways,etc.) ,go/v. (d g,? Z4-2 3. Describe how runoff from impervious surfaces will be controlled (disperse to vegetated areas to infiltrate,dry well,infiltration trench,route runoff to existing drainage facilities,etc.). I1 • SPESC Instructions—Short Form Revised July 17,2002 5 4 EROSION AND SEDIMENT CONTROL WORKSHEET 4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing and grading, construction, installation of drainage facilities, landscaping, etc.) and Best Management Practices.Describe proposed maintenance of BMPs. ict,„1„, (AA,' Ce:K.4" ,47'7 r-e-gt-P) The Best Mana: ent Practices . oposed above will be implemented to control erosion, sediment, and stormwater :if.I will notify the J- `erson County for inspections as required. 4111aR Mt=Agent ate SPESC Instructions—Short Form Revised July 17,2002 6 l-Mlill 12 4.0 4'-0" 6'-8" 9°I. 12'-7" u 4'-0" ----------- - ------ --- aExterior wall below 201 N 202 -- ---- - - - - - - - - - - - ---- 23/4x19/4 Al 10 1i 205 [-F 0 " _ N - - - Egress 0 in 0 in Safety glass door g 1 I � - - - - - - 5-1/8"x19 1/2"IGlulom 1 - �I cII 6 Guardrail wall @ 36" AFF. ,�r of aU 2 1 y o' NII O N o N GJ g to oIII all z II- o aC + z = a o v I x N �! v, L 00 N x N IJ 442 hdr - jI -- - - - ---------- -- 204 u N I 3U 1, ------------------ ---Exterior wall below ------ u - --- 0 Upper Floor Plan If Scale• 1/4 - 1 -0 Door Schedule ID Width Height Type Glazing Remarks 101 2'8" 6'8" HL-HG 0.00 sf Safet -unheated 102 9.0" 8'0" CHDR 0.00 sf 103 9-0" 8'0" OHDR 0.00 sf 104 2'6" 6'8" HL-HG 0.00 sf 20 min FP w/clsr 105 216" 5'0" PNL-HG 0.00 sf ILow head 201 2'4" 6'0" PNL-HG 0.00 sf Low head 202 214" 6'8" PNL-HG 0.00 sf 0.00 sf Total Heated Door Glazing Window Schedule I II I I If interior walls partially finished; provide 18"x24" openings for attic access 0 0 0 N O v t m t +I 0 in ID Width Height Type Head Ht Htd-Glazing Remarks 101E-0 4'6" C5 8'0" 0.00 sf Unheated 102 2'0" FX 8'0" 0.00 sf Unheated 103 4'6" CS 8'0" 0.00 sf Unheated 104 20" FX 8'0" 10.00 sf Verif safety201 3'0" CS 7'3" 6.00 sf 202 9'6" 2'0" AW 7'3" 19.00 sf or 3-3/0 width units 203 5'6" 2'0" AW 1 7'3" 11.00 sf or 2-2/8 units 204 16'4" 3'0" AW 7'3" 49.00 sf or 5-3/0 units 205 5'4" 5'0" CS 7'3" 26.67 sf or 2-2/6 units [egress] Sub -total 121.67 sf Window Glazing 0.00 sf locior Glazing 121.67 sf Total Heated Glazing 891 sf Heated Area 13.66 % % of Heated Area 211 Door Notes:. All exterior doors shall be 80" high uno. 4'-0" 6'-l" 3'-11" 14'-0" weatherstripped and have threshold between 1/2"to 1".. Any door glazing shall be safety -rated. I for future opening- Stair Notes: 101 Stairs shall be 36"min.clear w/ 6'8"min. clear headroom ----- - - - abv. each riser nosing -See Sections w/ risers between 4"minimum/8"maximum y w/ treads between 9" minimum/ 12"maximum [uno] 1)r/7 W w/ maximum riser difference not to exceed 3/8" 304 j on any run of stairs. a o O _ _ _ _ _ _ -- _ _ f/ n All stairs more than 3 risers shall have a 1 1/2 0 rTfO handrail @ one side min. Handrails shall be installed Dbl.'st under wall above 34"-38" abv. riser nosing or landings and setout 1-1/2". Verify handrails secured to framing. to Guardrail Notes: N ' rify W location I Provide guardrails wherever differential floor elevations 104 L _ exceed 30". Install and secure top rail @ 36"min.obv. y a V rift' ext nt of storage Provide 20 am outlets higher floor. Support guardrail b on wall or open rail un er stair clP 9 PP 9 Y pony P Y verify w/ homeowner I system. Any open railing system shall have all openings 1° 1 10 `a ( 1 less than 4" in one direction [less than 6" @ stair riser] I and shall be capable of supporting loads per Load Table. Typical bearingwalls I Any glazing incorporated into a guardrail system shall & stair walls I be rated as safety glazing. �l 5/8" ype-X under staid 81 2 CM suppo nq walls if usabl� space Water heaters shall conform to the following. o 1 105 1 -Units on conc.slabs or unheated spaces shall r` Elec.panel I - p be installed on non -compressible rigid insulation [R-10 min.] ---� + •Units shall be secured to resist seismic forces; if strapped 1 11-7/8' BCI-450 @ 16' oc to adjacent wall, install two straps [located @ 1/3 points of 0 I I, a I unit's height. o ------ Zo N � -Units temperature and relief valves to be drained directly r N X Gara e X to exterior with outflow directed groundwards between 6" N v � and 24 above grade. Cantilevered potting bench 36 -42 brace as required I � 27/4 x 27/4 - � O 1 10 1 Typical ceiling lid 102 j x Il- 103 1 Dr opener Or opener -------- ----------------- Construct window bay walls j c using 2x4 framing w/ rigid ins lotion a y 0 o +i I: o th cken edges 101 a Key Notes w 3 Dbl.'st under' wall above Provide 1-hour fire resistive ceiling assembly complying with GA#5602 an M in ER#5208 as follows: ° Install base layer 5/8" Type X GWB eeerppendicular to framing [Garage side] 1 1 1 over rafters, trusses or BCI joists ` Z4" max.oc w/ 1-1/4" bugle head I I ' I TT pe S drywall screws @ 24"oc. 0 Install face layer 5/8"e X GWB perpto framing w/ joints offset2 w/ 1-7/8" bugle head Type S drywall screws @ 12"oc m 4x10 hdr 4x10 hdr Iw/ 1-1/2" T ppe G screws @ 8""oc and within 6" E5 of butt joints wher per . to framing (BCI] or + w/ 1-1/2" T pe G screws @ 12"oc and within 2" ES of butt joints where perp. 0 103 102 to framing ((Truss/rafter] m Extend eave / Ix T&G soffit Fire taping required on face layer only. J Other equiv. tested assemblies may be used for compliance. Main Floor Plan Scale: 1/4" = 1'-0" - - - - - - - - -----------JI I A�� CIA\IA��AN I , r ------------------------------------------------------------------------------------- Front Elevation Scale: 1/4" = V-0" AProvide 1-hour ire resistive 1 fwall assembly complying with GA#35 4 as follows: Install 1 layer 5/8" Type X GWB horizontally or vertically [Garage side] over 2x4 or 2x6 studs @ 16"oc w/ 1-1/4" bugle head Type W drywall screws @ 12"oc edge ends and field. Fire tape. - Other equiv. tested assemblies may be used for compliance. M I' Install Simpson PHD2 main outside corners if not otherwise installed i i Thicken slab to 16"x8" if req d T for intermediate joist be 4" min conc.slab above - w/ 6x6-10/10WWF reinf. 6" min. conc.fnd on 16"x8"conc.ft9. [typ.uno] Pressure trtd block -out for opening Simpson PHD2 [2 req'd ea.side 4'-0" 9'-3" 1'-6' 9'-3" 4'-0" 1 .1 Block -out openings for openings maintaining foundation wall distribution of point load from above Foundation Plan to footing below. Scale: 1/4" = V-0" Ridge vent 12 4.0 Glula beam, Plate @ roo wall inte ection Build up plates/beam to suppor roof jack Exercise/Bonus Room Flsh vent 12 10.0 Edge of sloping ceiling beyon 11, 112 Provide 22x30 attic access if .o attic cavity greater than 30"AFF. 00 s, I Glulam beam J , ' I -J 1 hour FIR lid --J I J Garage/Storage s b` � U - ___ Profile of stair ----------' Slab 3/4" APA Sturdifloor over bottom' chord of attic truss [where shown on plans] Floor Plate 96" nom.head [Typ.main fl, UNO R-38 bait insulation [heated area only] w/ 5/8" Type X assembly [Verify insulated boundary] In heated areas only provide approved VB on inside face o wall insulation. Use one of the following: •Face -stapled bait insulation w/ paper VB •6 mil poly rated for wall VB installation Approved air -tight drywall system Verify w/ local code authority Provide blocking for interior casework! 4" nominal concrete slab w/ 6x6-10x10 WWF rnf. In heated areas R-10 rigid underslab Use only material rated for ground contact and install per mfr. Slab Compacted sand -gravel base w/ 6 mil poly black vapor barrier w/ 12"min. lap splices 1 _ Typical Wall Section 16x8 min.cont.conc.ftg. w/ 2 #4 rnf on undisturbed compacted soil [Increase footing width to 16" if soil bearing wet or soft] 5'sideyard r. O Compposition shingles on 15 Ib.felt on 5/8" plywd. sheathing Mfr.attic or scissor trusses @ 24"oc Secure w/ Simpson H3 tie-dn @ +8"Or Vented blocking 7� %/tzL Coated galv.steel gutters on 5/4x8 cont.wood fascia T&G soffit w/ screened vents 4x8 DF-1 header [typ.uno] Vinyl -framed windows w/ insulating glass Tape flash per mfr.install. instructions Flash @ head 5/4x4 nom. wrap Sheet siding & batten on building felt on 7/16" APA-rated sheathing 2x4 or 6 studs @ 16"oc w/ R-21 min.insulation [heated areas only] w/ 1/2"GW8 on inside face[where noted] 5/8"0 x 10"AB @ 48"oc w/ 2"x2"x3/16"plate washer & nut 7"min.embedment in conc. [uno.] Place AB within 6" of plate end & min. 2 AB per plate 2x6 Press.trtd cont.plate on sill sealer Graded clean gravel backf ill 4"0 perforated footing drain Recommend rigid pipe w/ clean -outs @ main bldy.corners. Verify dram outflow 6" nom.rnf.conc.wall see rnf. schedule on fnd.plan onifer Cour Note: As a portion of the building is to be heated and that most framing is 2x4, the Contractor shall provide insulation meeting the following standards. High Density, rigid insulation or wall/ceiling furring may be required to achieve these insulation levels. Residential Energy Standards 2001 Climate Zone 1 Heating Source - Electric Prescriptive Path - Option IV Total Glazing Area 121.67 sf Heated Floor Area 891sf Glazing/Heated Floor 13.66 Insulation Min.Standards uno.on Wall Section Flat Ceiling/Roof R-38 Sloping Ceiling/Roof R-30 Above Grade Walls R-21 Below Grade Walls R-21 Floors Above Crawlspace R-30 Perimeter Slab on Grade R-10 Doors U-0.20 Vertical Glazing U-0.40 Overhead Glazing U-0.58 Ducts in Unheated Areas R-8 HW Piping in Unheated Areas R-3 Hot Water Tank Base R-10 Contractor shall submit Final Glazing and Door Schedule as required by local code authority. Mechanical -Hot Water Heaters shall have a min. EF-0.58 -Prescriptive HVAC Heating load not to exceed 11520 Btuh unless load calculations provided. -Provide minimum one adjustable thermostat in each heating zone providing a control range as follows: Heating only-55'F to 75'F Heating and Cooling - 557 to 857 with adjustable 10' min. deadband "Residential Ventilation Standards Contractor shall provide a whole house ventilation system providing: 80 cfm min. to 120 cfm max. 0.35 ACH min. to 0.5 ACH max. Using on of the following systems: Whole House Exhaust Central Fan w/ 0.25 inches water -flow rating with noise rating of 1.5 sones. Controlled by 24 hr.automatic timer w/ manual over- ride: set initially for 8 hour per day. Individual habitable outdoor inlets providing 4 sqJ net free ventilation. i Integrated Forced Air Ventilation System Central force air system with outdoor air inlet connected to the return air a min. of 48" from the air handler. Outdoor air is controlled by motorized damper, adjusted flow damper or automatic flow device. Heat Recovery Ventilation System Central independent ventilation system with balanced dampers on inlet and exhaust. Use 6"min.diameter ducts. Contractor shall provide source specific exhaust shall be provide each kitchen, bath, water closet, and utility. 50 cfm minimum except 100 cfm in Kitchens Provide manual, timer, or humidisat control. Provide backf low damper on exhaust. Use 4"diameter duct for 50 cfm exhaust Use 6" diameter ducts for 100 cfm exhaust LC%efdr eto WA.State Ventilation and Indoor Air Quality e for supplemental details and exceptions. UBC Classification Occupancy Group: R-3 U [Accessory to Dwelling] less than 3000 sf Construction Type: V-N Proposed Area: 728 sf -Garage/Storage 576 sf - Exercise/Bonus Room Heating Type; Elect.wall 20'nom.frontyard setback Exis 9 idena Proposed Garage It �NI Lot 2 n� i 6EP 3 0 2003 Previous preliminary dashed Actual setout of existing buildings need to be verified prior to permit submittal Y / Adjust seto�, to save trees in buffer 0 y Oro �a 3\,SS Co d? /_ S, Schematic Site ttan 5cale. P 40 ft a s5 - 0f \ Steve Werre/Rita Clark \` 74 Conifer Court S Port Ludlow, WA. co Contractor to verify dimensions, field elevations and site conditions prior to construction. Werre Garage by Olympic Ridge, Inc. Cont. No.OLYMPR#066J0 Lot 2 Woodridge Village Jefferson aga''b�� Job No. 2003-95 Issue Date 4-22-2003 Parcel No. 999-700-002 a Revision Date 9-26-2003 asss GAS ED •�i. Langema/s�emices ECT 1 design consulting & supp5 ,. in6The original permitted garage design has been modified to reduce scope of building progr m 2067804e„ia"a,i, eio6.�flo.q,a5 KThis plan sheet details the modifications and finishing of the spaces. oFw HINGTONSee original plan set for general, foundation, and framing notes as well as standard details. Contractor shall coordinate modificotions. cEanFleogocuMeNTS