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HomeMy WebLinkAboutBLD2004-00097 • BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00097 Received Date 02/17/2004 SITE ADDRESS: 201 MONTGOMERY CT Issue Date 04/28/2004 PORT LUDLOW, 98365 APPLICANT: CARTEN CARL NELSON TRSTEE PHONE: (253) 941-0628 CARSTEN CARL NELSON TRUST PO BOX 54206 REDONDO WA 98054-0206 SUBDIVISION: PORT LUDLOW #5 Block: Lot: 8 PARCEL NUMBER: 990900008 Section: 9 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE REQUIRED INSPECTIONS: SETBACK: : ] UFFER: „IV Footing: ki Foundation: AcT Underground Plumbing: Underground Insulation: 'r Shear Wall : ,J Framing: Plumbing: [ ] Propane Tank/ Lines: N /A Insulation: .1 Sheetrock: [) Stormwater FINAL Approval: Septic Sytem Final Approval: $Road Approach Approach Final Approval: to p p4 -30 [ ] Zoning Final Approval: Al f Final/Occupancy Approval: p n,e(, e.ct 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. 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 *BUILDING PERMIT APPLICOION MRLA04-00p084 e: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00097 Received Date: 2/17/2004 SITE ADDRESS: CI MONTGOMERY CT PORT LUDLOW, 98365 OWNER: CARTEN CARL NELSON TRSTEE PHONE: (253) 941-0628 CARSTEN CARL NELSON TRUST PO BOX 54206 REDONDO WA 98054-0206 SUBDIVISION: PORT LUDLOW#5 Block: Lot: 8 PARCEL NUMBER: 990900008 Section: 9 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: (425)456-2146 REPRESENTATIVE: STEWART JOHNSON PHONE: (253)922-0220 3726 PACIFIC HIWAY EAST TACOMA WA 98424 PROJECT DESCRIPTION NEW SFR W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,120 VALUATION 225,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: 419 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: 701 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: 303 BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 2 Seismic Streams Total: 3 Total: 2 Flood Way Floodplain Routing Date: F&W Landslide ,L� ,4.61 a4.- !1 "'7) Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $1,693.75 KAS 02/17/04 62657 APPROVED Plan Check $1,100.94 KAS 02/17/04 62657 State Building Code $4.50 KAS 02/17/04 62657 APR 2 8 2004 Potable Water Application $52.00 KAS 02/17/04 62657 Jefferson County Planning Total: $2,851.19 & Building Departme►t y,,,(/,,,,„,,,,,r- a s-ecciiSt SON co • Jefferson CO Department of Canmunity Developmenl 6 621 Sian Street,Port Townsend WA 08368(3601370-4451 J � UUt 0 4. `� Ap © © � �IIN Project Description: FEB Building Type: Project Type: Frame Type: 14 Single Farnily" „ % New Wood Garag(Attached/Detached - ❑ Addition ❑ Steel ❑ Modular--- ❑ Alteration/Remodel ❑ Concrete • ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: C ose one: Existing: Existing: Sewer ❑ Community System Electricity ❑ Oil Proposed: Z Proposed: --L----- ❑ ndividual System ❑ Woodstove ❑ Propane Total: '_ Total: 1— 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: For Office Use Only Main Floor l I LO 3 rg.fob Consistency Review - 2ND Floor Base fee f 1 s q 5 .-1 S` rd 3 Floor Plan Check fee—65% 1 (a() u' Htd Basement 4( 9 2-7352 32_ State Surcharge fee 4 .',D 0 Unhtd Basement 10 i vt(12S•1-L, Subtotal 4-. t l Garage/Carport Pot Water Review fee 5 '(x--, Decks 30 3 11 -i t 911/Rd Approach fee ( OC) Commercial 2, 7 C% TOTAL 3 71.•1 9 Industrial I t ( Receipt# L 2 L;E1 Other Cash/Check# Z.(Z.Ck Total Valuation: " y Initials t Or Date --t t 7 (G 4-- Estimated Coal 2.2J i O OO ''....., If within 200he-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 an 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 accru, 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: ��-�,- 6s4 Date: aP P `--/7-()y OVER H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 - —� SPECIAL CONDITIONS FOR C. # BLD04-00097 . 1.) The application was reviewed by the Jefferson County Department of Community Development staff on February 24, 2004 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 hazard area 1; 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 Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of t the he Landslide Hazard Area. 8.) 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 p made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 9.) 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." 10.) All construction activities shall not encroach upon the buffer. This includes the storage preparation of materials. 11.) The applicant shall permanently separate the boundary of the Landslide Hazard Area or 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. 12.) Critical Aquifer Recharge Arebmay require special protection measures Oitig at quality degradation. The submitted proposal does not require additional aquifer a water 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. 13.) 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. 14.) 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. 15.) 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. 16.) 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. 17.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 18.) The applicant is proposing to create or add 4996 square feet of impervious surface and 5700 square feet of land disturbing activities. 19.) 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. 20.) 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. 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 submitteu April 28, 2004 has been reviewed under the UDC, and has been approved byJeffersony for Department o1'!Sste mu Development. Any modifications, changes, and/or additions to the tam ed Community site plan dated April 28, 2004 shall be resubmitted for review and approval P approved County Department of Community Development. 23.) This approval is for a single family residence with attached garage only. Any y future permits on this site are subject to review for consistency with applicable codes andordinances 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 such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). any 26.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 27.) The building height is not to exceed 35 feet. 28.) Minimum setback from Montgomery Court right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. If critical areas are present, then the more stricter setback shall apply. 29.) 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. 30.) 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. 31.) A minimum of two (2)on-site parking spaces shall be provided for the single ngle family 32.) Per MPR Code Section 3.17, Accessory dwelling units (ADU's)shall not be allowed in the MPR-SF zone. 33.) The lot was created through the Port Ludlow#5 Subdivision on August 7, 1978 under AFN 251838. The plat was amended under AFN 256452. 34.) An address of 201 Montgomery Court, Port Ludlow has been assigned to the lot. Montgomery Court is a county local access road (C545509). 35.) The lot is served by Port Ludlow water and sewer and is not subject to the SIPZ requirements. 36.) A road approach permit(RAP04-0030)will be issued with the building 37.) The parcel has been designated as MPR SF-4:1 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. I:1F_BLD_Permit Buildng.rpt 10/29/19 FINAL PERMIT PLANS der shall check and ify all dimensions and ails. Builder must iew and understand wings and details prior package shipment to allow resolution of any :sticns. If required litional details can be pared to clarify any a related to the istruction of the package terials. If a problem ;es within the drawings package materials after start of construction, itact your Lindal dealer rediately so that we may ticipote in the solution the problem. Lindal iar Homes will not assume sensibility for field rections if you do not ow this procedure. )th of foundation below de and footing dimensions conform with local codes I regulations. Size, rber and location of ndation vents and access contractor or owner. ase sign below, and initial :orresponding pages if se drawings incorporate design elements you requested. Plans are approved as presented Plans approved with noted corrections rneowner tributor (Note) An approved, unchanged plan set must accompany the request for shipment. 5' - J �i I� xl Ix N N 12'-9 1/2 1'-1" -1" DIN 11'-0 1/2 " � BODE `� \ \ til) TER 101 R — — 8 WALLOVER lJP DEADEROv€R WINDOWS V D ET AND DOORS TYP. fL(3-2x8'5 W/ 1/2" PLY FILLER IN BETWEEN) m UTILITY15AHT / t W I BEDROOM N TH ❑° z 0 m s z KITCHEN 2x4 FRAMING / n SO CFM T(�) GpM FANW BY d \ CL05€T I. a 100C.FM o000 FLUE N.LC. � B N MASH RM24 6" 5H 5jANE 6'-5 1/2 " 2'-4" (g _ v v eq (( ,S� HT � m m 4Fn 9l5 r ( - If FLUE FROM Z HT ERO CLEA BELOW CLOSET 133-5`R4L _ (REPLACE 0 HT �1 m I CLOSET Sy I R �f 916 3'-3 1/2 1 HT C 3 9 a vq I r r LANDING, STAIR BEDROOM ^-1 AND DE51GN N_I.C. LIVING 0 \ 0 I N LANDING ABOVE 2,2 RAIL 3 \888DE /" 845DEX 4 116D£L _845DEX 124-L \ A STEP O � - \/ �/ �g UP DN m 13/4" in MAX. Cl) DECK 2x2 RAIL 12'-0 11/16 4'-6 13/16 18'-8" 4 STEPS -8 I/2 - N.LC. v PRESSURED TREATED PLYWOOD FLOOR BY LCH v — — 9 IRON RAILING BY OTHERS 40'-0" FIRST FLOOR AREA = 1120 SQ. FT. FIRST FLOOR PLAN DECK AREA = 303 SQ. FT. SCALE 1/4"=l'-O" I. SEE ROOF FRAMING PLAN FOR ROOF BEAM and HANGER SIZES. 2. L.C.N. IS NOT RESPONSIBLE FOR ANY DESIGN and/or MATERIALS CALLED OUT AS N.LG. (NOT IN CONTRACT) or BY OTHERS. 3. ALL ELECTRICAL WIRING and FIXTURES, PLUMBING FIXTURES, APPLIANCES, and CABINETS ARE N.I.C. and ARE SHOWN FOR REFERENCE ONLY. 4. ALL INTERIOR PARTITIONS ARE 2x4 a 24" O.C., UNLESS OTHERWISE NOTED. 5. REFER TO DOOR and WINDOW INSTALLATION PAGE5 FOR DETAILS. 6. INTERIOR WALL LINER IS 1/2" GYPSUM WALLBOARD (N.I.CJ, TYPICAL. GREENBOARD (N.I.C.) IS U5ED BEHIND PLUMBING FIXTURES, THROUGHOUT TUB and SHOWER ENCL05URE5AND KITCHEN SINK WALL. 1. INTERIOR ROOF LINER 15 5/8" GYPSUM WALLBOARD (N.I.C.), UNLE55 NOTED OTHERWISE. 8. DO NOT DRILL HOLES THROUGH POSTS or BEAMS_ 9. CL05ET SHELVING and RODS ARE BY OTHERS. 10. AT CONTRACTORS DISCRETION, RAISE WINDOWS TO ALLOW CLEARANCE FOR PRE -FORMED COUNTER/BACKSPLASH ASSEMBLY. 11. LINDAL CEDAR HOMES INC. DOES NOT RECOMMEND THE USE OF ANY FORM OF HUMIDIFIER IN CONDITIONED LIVING SPACES. HUMIDIFIERS ADD MOISTURE THAT MAY PROMOTE MOLD GROWTH, CONDENSATION AND OTHER MOISTURE RELATED PROBLEMS. 12. RECESSED CANISTER LIGHTING 15 NOT TO BE INSTALLED IN ANY INSULATED CATHEDRAL CEILING. THE USE OF RECESSED, CANISTER LIGHTING REDUCES THE ROOF'S ABILITY TO PERFORM PROPERLY BY INTRODUCING A HEAT SOURCE DIRECTLI' INTO THE ROOF CAVITY. 13. WHEN PLANS ARE ON 11'' x 11" SHEETS, REDUCE SCALE BY HALF FOR PROPER DIMENSIONS. FEB 1 7 200 (n Z O to W Z Q Q (� _Z � a J J I W 0 �Z OC 0 O m 0 0 0 � W LL cn m Z S W LLJ OW U Q � r IL W m=�0 > W S0- ❑ W 0 z Q > O zZ0 asa Z :5 O a Q Q IX QOZ� O z0�'-' LLI F W Z V) M<U 0 U V/ ram/ V o U H j > Z Q 3 o v a a Q w O p Z m o z a -- .� Q W x 3 W o > O� Z C O a O o a J W N C = J C O Z w Q Q J m o d 7 2] V Q- O 0 W Z C p N W 2 E V w V) W W N m W 0 ILLJ Z v _ IM O m Z Z z x 3 w 3 3 d Z �7 N w n Q W O Z 3 Z Ow 0 N -A W O 1 j ❑ W os N z❑ O m v m N mm ORDER NUMBER PAGE K53V82 1 m z a- j °WZI ix z CV o u 0� 11'-3 1/4 " ®®1-WV 5'-6 1/4 " _ 23'-2 1/2 " I La I ll��Y LOAD BEARING \ WALL WITH DOUBLE TOP PLATES AND STUDS m 16" O.C. L J 50 C M F t4 CONTINUOUS FOOTING UNDER LOAD BEARING WALLS N.I.G. I PUD2�3 FAMILY a�Ssrelb i 4" MIN. CONC. SLAB N.I.G. j4-® %121- 3SGF O FI WOOD �9 STOVE S LOAF BEARIrs'- WALL WITH D UBL TOP PLATES AND STUDS v 16" C. Om1-WV CONC. WALL AND FOOTING PER CODES N.I.C. _ _ 4020x — — — — — — — — — — LOAD BEARING WALL WITH DOUBLE TOP PLATES AND = STUDS s 16" O.G. m 5/8" TYPE 'X' SHEETROCK / AT WALLS AND CEILING 2 BY OTHERS V 12� U m - m )R �n GLULAM BEAM PER PLAN — — — — te GARAczE NTH sb53 U fa zF, / Z I I� x 4" MIN_ CONC_ SLAB N.I.C. \ L, J UP 0= X TT6DER E I 12 16-9 1/2 DECK POST5 BY LCH i r \ I I — — — — — — — — — — — — — — T24-R — — — — — rmml-WV 4m I 23'-2 1/2 " �40'-0" I I PRESSURE TREATED GLULAM BEAM PER PLAN ■—------————— — — — — —— — ----------------- O. S. LINE OF DECK I" BASEMENT ARr=A = 419 SQ. FT. GARAGE ARE = -101 SQ. FT. BASEMENT FLOOR RLAN SCALE 1/4"=1'-O" I. SEE FIRST FLOOR FRAMING PLAN FOR FIRST FLOOR BEAM ano HANGER SIZES. 2, L.G.H. 15 NOT RESPONSIBLE FOR ANY DESIGN and/or MATERIALS CALLED OUT AS N.I.C. (NOT IN CONTRACT) or BY OTHERS. 3. ALL ELECTRICAL WIRING and FIXTURES, PLUMBING FIXTURES, APPLIANCES, and CA5IN€T5 ARE N.I.C. and ARE SHOWN FOR REFERENCE ONLY. 4. ALL INTERIOR PARTITIONS ARE 2x4 a 24" O.G., UNLE55 OTH€RWI5E NOTED. 5. REFER TO DOOR and WINDOW INSTALLATION PAGES FOR DETAILS. 6. INTERIOR WALL LINER 15 1/2'' GYPSUM WALLBOARD (N.I.C.), TYPICAL. GREENBOARD (N.1_C.) IS USED 5EIHIND PLUMBING FIXTURES 8 THROUGHOUT TUB and SHOWER ENCLOSURES. 4. CEILING LINER BELOW MAIN FLOOR J015T6 ABOVE GARAGE .5 5/5'' GYPSUM WALLBOARD AND 1/2'' DRYWALL ABOVE FAMILY AND STORAGE. 8, DO NOT DRILL HOLES THROUGH POSTS or BEAMS. 9. WHEN PLANS ARE ON II" x IT" SHEETS, REDUCE SCALE BY HALF FOR PROPER DIMENSIONS. as FES 1 1 200 *A-l"F w'') S EXi'i�riEs N Z O N w a Z J J iL a Y' 0 e W 13 0 m V efl .4 r �z 00 Ld m p p zQ w U�QLi a- W m=U)� > w=d p W z� a > w zz13- o O cr nd z�UQ a sa � Iwo Qzwo Q w w O z°Q� ~w N rLow w -QUL p U ct Z> Z Q � 5 n 3 � U Z D a 4 O J �- N c o '- .o O O z o Z W d c E 7 N V N woo��o r.�yowo w N W (n (D LJ LLJ} Z V) m Z In Z a Z Z x 3 w 3 4 6) ry Q Q 0 Q O p O p z N w 0 K In w O 3 :2 M U() w 4 w 0 N ofw � O w p N IU N z o In N u 2 ORDER NUMBER PAGE K83SI82 2