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HomeMy WebLinkAboutBLD2004-00270 BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00270 Received Date 04/23/2004 SITE ADDRESS: 42 MOONDANCE DR Issue Date 05/4/2004 PORT LUDLOW, 98365 APPLICANT: ALAN T STROM PHONE: (360) 765-0365 23 SILENT LAKE PL QUILCENE WA 98376-8629 SUBDIVISION: LENA SHORT PLAT Block: Lot: 2 PARCEL NUMBER: 821334103 Section: 33 Township: 28 N Range: 01 E CONTRACTOR: FOX HOMES LLC PHONE: (253)858-2614 2615 JAHN AVE NW STE E4 GIG HARBOR WA 98335 Contractor's License: FOXHOL*015PL Expires: 09/20/2005 PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE REQUIRED INSPECTIONS: SFTRACKS: (J,( 4/i4/o1 671 UFFER: /viue- ki Footing: oK 4/,4ffq14/ Foundation: � � � Stormwater FINAL Approval: KUnderground Plumbing: ,QJ Underground Insulation: kr Shear Wall : i� prl(f7f• gFraming: Ok !/ 276 (k Plumbing: dK i02/4y a44 [ Propane Tank/ Line ,;oRGPA�)C A'mg—Oa ///L/o51 Ai Insulation: 2?-k � • Sheetrock: _ Septic Sytem Final Approval: • Road Approach Final Approval: , a4 [ ] Zoning Final Approval: At [,1 ki Final/Occupancy Approval: aK car G�O 4'/' 6S e# 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 SPECIAL CONDITIONS FOR COE A BLD04-00270 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on April 28, 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 & high risk 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.) The parcel is located within a High Risk SIPZ (seawater intrusion protection zone) according to the County GIS map. There are 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 High Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses above 200 milligrams per liter(mg/L). 8.) 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. 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 instruction 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 not encroach upon the buffer. This includes 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.) MANDATORY MEASURES HIGH 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. 19.) MANDATORY MEASURES FOR HIGH RISK 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 requirements: a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160-106 for a new groundwater well within 100 feet of a sea-salt water intrusion area per WAC 173-160-171 (i.e., within 100 feet of a groundwater source showing chloride concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an existing or proposed groundwater well not subject to an Ecology variance, applicant must provide evidence through a hydrogeologic assessment (relevant components of an Aquifer Recharge Area Report per UDC 3.6.10.e)of a reasonable probability that the subject aquifer will not be degraded by the proposed use of well. b. Installation of a flow meter. c. On-going well monitoring for chloride concentration. d. Submittal of flow and chloride data to the County per monitoring program. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 20.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 21.) The applicant is proposing to create or add 2800 square feet of impervious surface and 2800 square feet of land disturbing activities. 22.) 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. 23.) 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. 24.) 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). 25.) The site plan as submitted with the building permit application on August 23, 2004 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 August 28, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 26.) This approval is for a single nily residence with attached garage only. Ar�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. 27.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 28.) 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). 29.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 30.) The building height is not to exceed 35 feet. 31.) Minimum setback from Moondance Drive and Huckleberry Lane rights-of-ways shall be 20 feet. Minimum side yard setback shall be 5 feet. If ESA's are present then the more stricter setback shall apply. 32.) 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. 33.) 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. 34.) A minimum of two (2)on-site parking spaces shall be provided for the single family residence. 35.) The lot is served by PUD water and therefore not required to comply with the SIPZ requirements. 36.) The lot has been designated as RR 15 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 37.) The lot was created through the Lena Short Plat on August 16, 1995 under AFN 383991. 38.) An address of 42 Moondance Drive, Port Ludlow has been assigned to the lot. Moondance Drive is a private road (P458). Huckleberry Lane bisects the parcel in an east/west direction. Huckleberry Lane is a county local access road (C505009). 39.) A septic permit (SEP94-0011)was finaled on November 19, 1997. 40.) Owner/contractor shall comply with the Notice to Potential Purchasers on the face of the recorded subdivision. The lot is subject to CC&R's. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 • BUILDING PERMIT APPLICCION MRLAO4NOOp228 e: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00270 Received Date: 4/23/2004 SITE ADDRESS: 42 MOONDANCE DR PORT LUDLOW, 98365 OWNER: ALAN T STROM PHONE: (360) 765-0365 23 SILENT LAKE PL QUILCENE WA 98376-8629 SUBDIVISION: LENA SHORT PLAT Block: Lot: 2 PARCEL NUMBER: 821334103 Section: 33 Township: 28 N Range: 01 E CONTRACTOR: FOX HOMES LLC PHONE: (253) 858-2614 2615 JAHN AVE NW STE E4 GIG HARBOR WA 98335 Contractor's License FOXHOL*015PL Expires 9/20/2005 REPRESENTATIVE: FOX HOMES LLC PHONE: (253) 858-2614 2615 JAHN AVE NW STE E4 GIG HARBOR WA 98335 PROJECT DESCRIPTIOP NEW SFR W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,580 VALUATION 113,796.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 452 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PUD PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 3 Seismic Streams Total: 3 Total: 3 Flood Way Floodplain Routing Date: F&W Landslide 4'161.0 C) 4 . Q Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: APp d D tJ E Permit $1,072.15 KAS 04/23/04 64316 Plan Check $696.90 KAS 04/23/04 64316 MAY - 4 2004 State Building Code $4.50 KAS 04/23/04 64316 Potable Water Application $52.00 KASJefferson County Planning 04/23/04 64316 & Building Departme t Total: $1,825.55 < 0 Jaffursuii t artmont of CammuIty Dever 621 Sheridan Strut,Port Townsend WA ,'c�.,; 13603 376-4450 Ts.' • T:: ' ,� � p o fic0 Apim ° o -il-, • oca cn „,_,.40.„, Project Description: Buildi Single Famil Pro'- Type: F 40e: { Gana Attac /Detached • Wood .:tton APR 2 tee Modular Alteration/Remodel Commercial Concrete Repair Masonn- �4ulti-family/#of Units Demolition Industrial Other: Other: Bathrooms: Bedrooms: Type of Sewage Disposal:P Type of Heat: Choose one: Existing: Existing: Proposed: Sewer Community System Electricity P J' Proposed: ?> Oil Total: 3 individual System \t%oodsto�e 3 Total: ropane If not sewer,fill out the following: Heat Pump Conventional Alternative Other Permit# SEP f Water Supply: ._ ._ . . / _ Private well Two Party Well Pu -1 ame of water system:/94 b`/ Ori x 0/57`# /o f Jefersdcj Cy j Square Footage: p ! For Office Use Only /SO D � //���� (, Main Floor (03I "I • Lin Consistency Review 4-O. 00 2 vn Floor Base fee 1O(2 ,, 1 S" 3rd Floor Plan Check fee beg,- QQ Iltd Basement State Surcharge fee 4ect) Unhtd Basement Subtotal Garage/Carport ,S-2- 101 , .b Pot Water Review fee Sc:e6 Decks 911/Rd Approach fee Commercial r( a� TOTAL (q 0 C. .Sc Industrial 1�1 f Receipt# gi f".31,= Other Cash/Check# V -13 Total Valuation: Initials Q Or Date 4(Z�j/ �----© Estimated Cost: /0/, co)). c 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 tnre and correct to the best of their knowledge. Any material tal_sehood 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 am 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:?/mtc, 1-1-C2 7(4. C/ .�aif7 M Date: // 23/0 1 OVERII:l-IOMC\PLNCNTR\1NFOBLDG\FORMS\BLDpermitApplication 11-8-01 • MOO _GL _ _ N DANG� q[ I 2do.�9 tU \ zoo 56713acK 22 I 22/ j- Q Pk)oPos / l A-2 LoT2 OF LE/VI; SHo rPLA7 SPIV -oOo c . 3 3, T; 2kN., R-/b., wAMM 313-(cc1 PA AC "L Nc2. : ez/33 /o-3 APR 2 3 2004 N AoaREss = 42 , 1ooAa)/w -E j . PoPT LUoLoV1 vvA 9(53/05 APPL/CANT: Fox HOMES LL G (z53- '. 8-2ef4') (n 0 (001 bvNEP : A L AN STRO.,4 SHEAR WALL SCHEDULE ( SEE ATTACHED FLOOR PLANS FOR SHEAR WALL LOCATIONS) Shear Sheathing Panel Edge Holdowns @ ea. End Sole Plate Nailing Applicable Detail(s) Wall (See Ftnt 1) Nailing SHEAR PLF (See Ftnts. 3 8 4) Anchor Bolt Spacing see ftnt 5 (See Ftnt. 2) 7/16" OSB or 15/32" 8d @ 4" o.c. NO HOLDOWNS A.B. @ 2'-9" O.C. 0 PLWD (1) Side REQUIRED 268 207/16" OSB or 15/32" 10d @ 3" o.c. STHD14RJ STRAP A.B. @ 1'-0" O.C. SEE DET S2 462 PLWD (1) Side OR H6A OR S4 7/16" OSB or 15/32" 8d @ 4" o.c. HPAHD22STRAP A.B. @ V-6" O.C. SEE DIET S10 OPLWD (1) Side FOOTNOTES TO SHEAR WALL SCHEDULE: (1). EXTERIOR SHEATHING ON EXTERIOR WALLS NOT INDICATED ABOVE SHALL BE 15/32" COX PLWD, OR 7/16" OSB APA RATED SHEATHING EXTERIOR WALLS NOT ON SCHEDULE SHALL HAVE MINIMUM PANEL EDGE NAILING OF 6d @ 6" O.C. NAILING 12" IN FIELD. (2). MINIMUM 1/2" A.B.-S, MIN 2 ANCHOR BOLT PER WALL. 12" FROM ENDS. PROVIDE 2" X 2" X 3/16" SQUARE WASHERS ON ALL ANCHOR BOLTS. SPACE A.B.'S 4'-0" O.C. EXCEPT AT SHEAR WALLS SEE SHEAR WALL SCHEDULE- (3). ALL HARDWARE SHALL BE SIMPSON BRAND OR EQUAL. (4). LOCATE CRAWL SPACE VENTS TO CLEAR HOLDOWNS BY 2" MIN. (5). Since Shear Walls #2 are not over 3' long there will be no abutting panel edges where a 3x solid member is required. A 50% reduction in a b allowable load is used for spacing so a 3x sill plate is not required. LEGEND RECESSED INCANDESCENT DUPLEX OUTLET RECESSED DIRECTIONAL CEILING MOUNTED INCANDESCENT FIXTURE DUPLEX OUTLET Vo( WALL MOUNTED 220V OUTLET INCANDESCENT FLUSH FLOOR MOUNTED ¢- SURFACE MOUNTED OUTLET (VERIFY LOC.) INCANDESCENT TELEPHONE OUTLET SURFACE MOUNTED FLUORESCENT 4 DATA OUTLET ® RECESSED EXHAUST FAN ff) TELEV15ION OUTLET VENTED TO THE EXTERIOR -SPEAKER LOCATION IV ' GASABLANCA' TYPE FAN OO R. 110 VOLT SMOKE DETECTOCEILING (SEE 'GENERAL NOTES' FOR OTHER SPECS) 1 POINT LOAD FROM ABOVE II -6' _ 21'-0• I'-10' I No Hor_Qx,s IFF -- t ----- -- (105 SQ FTJ 0 I I O5/0 X 6/0 FXD. LLJ/ / C20W VENTS) S.N. ` r — — - M1 X GREAT RM �p I6/8 X 1,/0 n /VO7T IN 8PT p/�-rcnxvlrI p PREPLRCE (W) • 5. •CLR-.. I_I i 3 8' 5/0 TUB I IEDIA � � SleWR I Cl) LINEN LINEN _ )6 vj (1' CLGW n a N m Ln 0 a = SHEAR WALL DESIGNATION. CIRCLED NUMBER MATCHE` SHEAR WALL SCHEDULE ON LOCATIONSSLASH MARKS INDICATE HOLDDOWNS. R 4 S ----- ----- I I I I BI it , R 4 6 (18' VENTS) i II I •I II I II I 77 DIN ING - - - -' iHELVEB 11/2X12/8 (9' CLGJ / h 0 S-FLRLGNDA 13' - 4' I (3) 2/6 X 6/0 5.H. _1�4�TE R 12/8 X 15/2 (91CLCjr.) 01 i II CLGJ I J' I'-4I W_4.�yJ I �I CC* —TER TO 42' a I All' 4 0 4 l3' I 1 I I 1 IQ (11 CLGJ /0 X 6/ O$ 5�0 SPA M W x 0 `-- 11/4 X 12/10 "/- ' l9' CLGJ 80% MIN. EFF. FURNACE 4 10' 2' -2' NAT. GAS WATER HEATER 1 (PILOT LIGHT 18' AFFJ 9 \I I -� 3' o CONC FILLED GUARD — -- I PIPE (18' MIN. EMBED.) r------------ _ — — i REFRIG. i USE %' TYPE 'X' GYP. BD. ON ALL r-LG5, EXP05ED 5TRJCTA.LMBRR. lar -----R 9------- v I ry �0 l9' ERI GJ 6 6 i , I Isj (9' CLGJ C.......................................... :.,.........a..�... ® ` 62\ 0 ! 1 SR.3/ EN 10/6 X II/4 \ I/O ><5/O FXD (9' CLGJ ® (T9MP) OPT 0 C \ B I r (2) 2/6 X 6/0 SA. ' VENTS1 IV0 10/0 G.) (RICH9 SaFT.) I (4)y,6 2C6/Ca�fitG (36' VENTS) 6'-0' F,•_0• 2'-2' 3'_4. 5,_9. 5'-3' 50'-0' L it I i I I I 0 I i I GARAGE: I I i I 20/b X 2V0 ------------- 8/0 X 1/0 O.H. DR 8/0 X 1/0 OJ-I. DR i - HOSE 7j BIBB DREWS E IN I S ADDED THE I I J ElfGINEERING Re EN S FORM co GATT 34EFT ) CONTAIN THE EMAINING ENGINEI TIVS COVERS THE ENGIN ERING REQUIREMEI ENGINEERING DID NOT D W SHEETS I 1W STAMPED. THE CALC TIONS ARE PROV i a-? X 11 STAMPED BOOP LETS. -61 MAIN FLOOD PLAN