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HomeMy WebLinkAboutBLD2003-00073 BUILDING PERMIT• Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00073 Received Date 02/7/2003 SITE ADDRESS: 23 SOARING EAGLE RD Issue Date 03/20/2003 PORT LUDLOW, 98365 APPLICANT: ROBERT J WOLF PHONE: (360)260-0955 LYNDA WOLF 3710 SE 139TH AVENUE VANCOUVER WA 98683-7709 SUBDIVISION: CEDARHOLM VILLA Block: Lot: 67-68 PARCEL NUMBER: 942300045 Section: 19 Township: 27 N Range: 01 E CONTRACTOR: BUILDING BROKERS CONST PHONE: (360)683-6216 P 0 BOX 3831 SEQUIM WA 98382-5071 Contractor's License: BUILDBCOLLMG Expires: 07/07/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: GARAGE/SHOP REQUIRED INSPECTIONS: [ ] SETBACKS /Footings: [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: O( 115/63 G' [ ] Shear Wall: a_0;4,3 1 [ ] Framing/Plumbing: fK COhd,1-jay,S $/f3/o"3 c4V f 1 Propane Tank/Lines: / �/ [ ] Insulation: Qk wieoriI, lof$ f�/ 103 f/ f 1 Sheetrock: C�JJ �" f 1 Septic System Final Approval: [ ] Zoning Final Approval: f 1 Final/Occupancy Approval: ,,X.' -POI- �1 ''qiii� HEALTH DEPARTMENT APPROVAL>REQUI ED 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. SPECIAL CONDITIONS APPLY -SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY 1110 SPECIAL CONDITIONS FOR CASE # BLD03-00073 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 3/08/03 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: Susceptible Aquifer Recharge Area and Coastal Seawater Intrusion Protection Zone (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.) 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. 5.) 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. 6.) 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. 7.) 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. 8.) VOLUNTARY MEASURES *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. 9.) 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. 10.) 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. 11.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 12.) A flow meter shall be installed prior to final sign off of the building permit. 13.) The applicant is proposing to create or add 1,728-square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Managment Practices (BMPs) to control sedimentation and erosion on the subject property. 14.) 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. 15.) The site plan as submitted with the building application on 2/7/03 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 3/20/03 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 16.) This approval is for a 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. 17.) The property was reviewed for potential Eagle Habitat. WDFW submitted comment stating that the proposal was not in conflict with eagle habitat. 18.) A Declaration of Restrictive Covenant was recorded to develop across two legal lots of record. The covenant was recorded on 3/18/03 at the Jefferson County Auditors Office under file no. 467073. 19.) The building height is not to exceed 35 feet. 20.) Soaring Eagle Road is classif1 d as a Private Road and thus requires a mi !num 20-foot setback from the lot line to all development. The remaining side and rear lot lines shall maintain a minimum 5-feet. All setbacks shall be measured perpendicularly from the lot line to proposed development. 21.) Maximum lot coverage is not to exceed 25%. Lot coverage is calculated by the amount of impervious surface which includes roof tops, driveways, concrete, etc. 22.) This proposal will not be connected to potable water. If a well is required in the future the proposal will be subject to all SIPZ and Aquifer Recharge conditions. is\F_BLD_Permit_Buildng.rpt 10/29/1999 • UILDING PERMIT APR],+ MLA03-00057 ON Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD03-00073 Received Date: 2/7/2003 SITE ADDRESS: 23 SOARING EAGLE RD PORT LUDLOW, 98365 OWNER: ROBERT J WOLF PHONE: (360)260-0955 LYNDA WOLF 1702 A SE EFFSWORTH RD VANCOUVER WA 98664 SUBDIVISION: CEDARHOLM VILLA Block: Lot: 67-68 PARCEL NUMBER: 942300045 Section: 19 Township: 27 N Range: 01 E CONTRACTOR: BUILDING BROKERS CONST PHONE: (360)683-6216 P 0 BOX 3831 SEQUIM WA 98382-5071 Contractor's License BUILDBCOLLMG Expires 7/7/2004 REPRESENTATIVE: BUILDING BROKERS PHONE: (800)551-2761 PO BOX 3831 SEQUIM WA 98382 PROJECT DESCRIPTION GARAGE /SHOP TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 27,821.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 1,728 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: t Seismic Streams Total: Total: I Flood Way Floodplain Routing Date: F&W Landslide 1 f / 3 7 Gjj Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: L7 gpl�R e E Permit $421.55 MAM 02/07/03 52938 A 1_ ' °" Plan Check $274.00 MAM 02/07/03 52938 MAR 2 0 2003 State Building Code $4.50 MAM 02/07/03 52938 Total: $700.05 Jefferson County Planning & Building Departmen il Ah4t t / I Sc Jefferson C runt of Mummify Development • 821 $tier own WA 8 [3801378-4450.. o ' '' ,:z.%'''.v-K n cli: 4 ., 0, _ .. 0 0....a.,?5. 4-41;;;4,04)--# & 0 p p ... : ca u ri c)n , \\ Project Description: �� Building Type: 7 Projee TypeFrame Type: Sin le Family ," Tew� AttachedQ�etachej) �V ir_. - Addi i Steel Modular 1 Alteration/Remodel Concrete Commercial ` Repair Masonry Multi-family/#of Units Demolition Other. Industrial Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: __ _ Existing. Sewer Community System Electricity Oil Proposed: —- _ Proposed: — Individual System Woodstove Propane Total: _� Total: — If not sewer,fill out the following: Heat Pump Conventional /A�.�lternative Other Permit# SEP --t�3—Z�(' r Water Supply: i Private well Two Party Well Public:Name of water system: Square Footage: ADD For Office Use Only .Main Floor (� 03 l}1 S,Q&L t 3=W Consistency Review 47 co 2ND Floor Base fee 421.55 ii(-2S 301 Floor Plan Check fee 214. CO 77-'3 Htd Basement State Surcharge fee 4, SD E t 3 Unhtd Basement Subtotal 14'7. 0 Garage/Carport 1 `1 I SQ rt at Pot Water Review fee 0 Decks 911/Rd Approach fee Commercial TOTAL i 4 t _0 5' Industrial Receipt# 132- 2 5650 Other Cash/Check# 51 5 Total Valuation: - /,72 Sc? it Initials V1 ' Pt/ 4/ • Date 1 —h //��63 � �J d Or g f Estimated Cost: I )/1�� If within 200'of the Shoreline, Distance to Bank or Ordinary High Water Mark ft.Bank Height ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to plicant's property or structure shall be requested and shall occur during regular business hours. Signature: .S Date: ,. /4)- Lt -(0 2-- OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 -' L I F-'W- Yi■W1Y1 MUNI MY YPh -2 i RSflU•Yw•Y--St YW' vv.ov. w�` `' ?!rrnotAppcfi© 4,t,,,o,.____11,,,, ,,' ' %-0, , , , . ,,t \ n ,, . , ,....., Protect Description:.. 7{1c1 Buildin g Type: � �EI3 � Pmjee Typ Frame Type: Single Family ,`• C ,.4skia4 Attached etache Ad1l Steel Modular r 4 C n+ r Alteration/Remodel Concrete Commercial riF?'_...__.-. Repair Masonry Multi-family/#of Units Demolition Other: Industrial Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: k Choose one: Existing: __: _ Existing. _ — Sewer Community System Electricity Oil Proposed: —:1 _ Proposed: Individual System Woodstove Propane Total: 1 -- Total: — — If not sewer,fill out the following: Heat Pump Conventional Alternative Other Permit# SEP V,—ZLt Water Supply: Private well Two Party Well Public:Name of water system: Square Footage: Atp For Office Use Only i' j Maui Floor ' 103 4- SOAK- •7 t 7=20 Consistency Review A7.dC� 0. 4 0)j Base fee Cob 3.3b� 42 .s Of.2c ito 3 Floor Plan Check fee l Htd Basement State Surcharge fee 4 SD 5- k/ v Unhtd Basement Subtotal'' � 0'5 ' t Garage/Carport 9lp . -ij�`6 S.Q re Pot Water Review fee , 1 kke Decks U tott 911/Rd Approach fee Commercial 9•0 )D TOTAL 1 a' -O SJ IV° Industrial Receipt# J1 t"7�- 5gl` Other ` ,, Cash/Cheek# (&2.0 5�' S1 ,b3(� i It' Total Valuation: /�7 ar'�i f~� /�W Initials v1� p ° �Or4/ Date ((lfr/07 1 -l `t0 Estimated Cost: 7 7,2g0 , l If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Maxk ft.Bank Height ft. 1 By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to plicant's property or structure shall be requested and shall occur during regular business hours. Signature: -'.' 7 /ii /0s`=Z'.-lc Date: L _/. t LI ' 2-- OVER ► H:BOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 s F I-11-V r fl!/ O 1 • f N o r_ , insimmiiimommis I 5z ' N. WI `L j�� o • w z M w (.1.11A._\ r, N �T� N �� i 404.... oa o ; ^ .. f..� cc ...ccwO C-- d, 1'1%) times 4� i G J, (it60 `�' -K-----C _...Th ' .,...... C3 n . !r, J rri M enco y rrT 0b c4 = 9--)A ,:-; iC" )(:: q cm p _ , 3 - , a - 1 _ ._ t,$) ••/' re, IC) A- 5 (T.) c'S 1,--5 •.. 3 1--- (s --C) } kir\.54 „ \--1--1 I I • 92- 41.3) sics g=1 6." Cid * I' . . 1 2fst '..C1 (.._._______ 1 - 0 I 1 . , . , 4-- , u:- ' 3 0 1 3 ,. -C----. , . r-- In —, • , , '`--......- 1/ , tip 1‹. 03 IlbM C)Air %..3j 0 )4, ••‘ • 71 ----- CY cy.o 3 (-\4: Hi It ("Y) Kr . . :". I 12'-0" 36'-0" 12'-0" 12'-0" — 48'-0" 12'-0" 12'-0" 12'-0" 12'-0" r- 1 3—PLY 2x6 - GLU—LAY OR 4—PLY 2x4 ROTATED W ALL COLT o �3 door pUrse X7c- CONC. FOOTING (TV. re ' rr REVISED c9P }PLY 20 GLU—LAM OR 4—PLY 2x4 GLU—LAM ROTATED W ALL COLUMNS REVISED CONNECT TRUSS TO EACH SIDE OF COL W/ (6)-20d GALV. NAILS EACH 24" OVERHANG 36 door II 3 COW. F24*0 OOTING JI jI S 1 C". sIUV&Ls) 2 ,0 r 12'-0" r- 12'-0" CC 12'-0" L L — 48 -U' 1 IOUNDATION PLAN S 1 SCALE: 1/4"=V DF/2 2x6 PURUNS O 19.2' O/C IN SIMPSON LU26 HANGERS OR EOUN. 29 GA ROOF STEEL TRUSSES OTHERS HEM FIR BLOCKING BETWEEN EACH GIRT W/ 8) 16d SINKERS H DF/2 24 GIRTS O 32' O.C. 29 GA. EXT. STEEL 3—PLY 24 GLU—UM COLS. OR 4—PLY 2x4 GW—LAM COLS. ROTATED W TRT. 2x6 1 DROP TOP CHORD GABLE END TRUSS NOTCHED INTO COLUMNS ATTACH w/ (e)) 20d GALV. WAS TOP a DDT. CHORD �-- 2' 29 GA. EXT. STEER I L,— 6" COMPACTED GRAVEL 1 4. OR GRANULAR MATERIAL 6Bo�4' U"��G$ole.8.3 (2) 16' TRT. 2x6 CLE99tJI 6`1 �— UPLIFT BLACKS AI—rA?.tRAJ�,1 I.IW E126 AfOr f•kjI[,E-T- 1..1 $' / I (s) zod rx1Lv. NAILS EACH 8"x24'0 FOOTING 3 TYP. SIDEWALL X—SEC S 1 SCALE: 3/8"=l' \T DFJ2 24 PURUNS O 19.2' O/C IN SIMPSON W26 HANGERS OR EQUIV. ROOF2STEEL� I I I I 16'x10' O.H.D. I I I I I L— — — — — — — — JACK BRACE TO COL 18d'•. INVERTED W/ (s TO TRUSS HEM FIR BLOCKING BEr*EEN EACH GI % 16d (E) SINKERS H DF/2 2x6 GIRTS O 32' O.C. 3—PLY 24 GLU—LAM _ COLS. OR 4—PLY 2x4 GW—LAM COLS. ROTATED W G •i TRT. 2x6 6' COMPACTED GRAVEL OR GRANULAR MATERIAL (2) 12' TRT. 2x6 UPLIFT BLOcKS W/ (6) 20d GALV. W S EACH 6'xis'* FOOTING 4 ENDWALL X—SEC S 1 SCALE: 3/8 1' 12'-0" 36'-0" 16'-0" NOTES: 1. ALL TRUSS LATERAL BRACING MUST BE INSTALLED PER TRUSS MANUFACTURER'S SPECIFICATIONS. 2. ALL TEMPORARY BRACING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 3. ALL NAILS INTO TREATED WOOD MUST BE HOT -DIPPED GALVANIZED OR STAINLESS STEEL. 4. ENDWALL WITH O.H.D.'s TO HAVE 1/2" CDX UNDER STEEL W/ 8d's 0 4" O.C. PANEL EDGES, 12" O.C. IN FIELD. BLOCK SOLID ALL PANEL EDGES. GIRT SPACING TO BE 24' O.C. MAX. STITCH SCREW STEEL W/ #12 x 1/2" STITCH SCREWS 0 8" O.C. 0 PANEL OVERLAPS. SCREW STEEL TO BLOCKING. 2 ROOF FRAMING PLAN S 1 SCALE: 1/4"- 11' NOTICE, Plans an approved excepting any errors or omissions. All work must pass Inspection in conformance with all applicable codes and regulations. Contact the Building Department at 379-4450 prior to making changes or revisions to the approved plans r %12 x 1-1/2" SCREW r #12 x 1-1/2' SCREW r J12 x 1-1/2" SCREW SPLASHBOARD AND EAVE SPLASHBOARD AND TOP CHORD RIDGE AND EAVE r /12 x 1-1/2" SCREW #12 x 1-1/2" SCREW r #12 x 1-1/2" SCREW ALL INTERMEDIATE GIRTS ALL INTERMEDIATE GIRTS ALL INTERMEDIATE PURLINS /12 x 1-1/2" SCREW #12 x 1-1/2' SCREW #12 x 1-1/2' SCREW o B" o/c �0 s' o/c o a' o/c CORNERS AND OPENINGS CORNERS AND OPENINGS BLOCKING OVER GABLE END SIDEWALL STEEL ENDWALL STEEL ROOF STEEL TYP. FASTENER PATTERN TYP. FASTENER PATTERN TYP. FASTENER PATTERN 5 DIAPHRAGM DETAIL S 1 SCALE: N.T.S. I I I I I I I i I I I I I I I I I I I I I I I _J GEN. NOTES & SPECIFICATIONS: LOADS: ROOF LOAD - 25/5/0/5 WIND LOAD - 80 MPH "C" EXPOSURE SEISMIC ZONE - 3 CODE: UBC 1 397 & APPLICABLE STATE CODES SOIL: FOOTINGS ARE DESIGNED FOR A MAX. SOIL BEARING CAPACITY OF 1500psf. CONTRACTOR TO VERIFY BEFORE CONSTRUCTION. EXT. STEEL: WALL AND ROOF STEEL ARE TO HAVE A MIN. FINSINSHED THICKNESS OF .0166" AND A YIELD STRENGTH OF 80ksi MINIMUM. THE STEEL IS TO HAVE A 25 YEAR MANUFACTURER'S WARRANTY. ALL STEEL IS TO BE ATTACHED PER MI\NF. SPECIFICATIONS U.N.O. ON PLANS. WOOD: STRUCTURAL FRAMING - DF #2 OR BTR. uno COLUMI4S - GRUEN-WALD 3-PLY 2x6 GLU-LAM OR 4-PLY 2x4 GLU-LAM ROTATED 90' GLULAM BEAMS - 24F-V5 OR EQUIV. LVL - Fb=2600psi E=1900ksi OR EQUIV. ALL WOOD IN CONTACT WITH GROUND OR FOUNDATION SHALL BE CCA TREATED TO 0.60 RETENTION. ALL HANGERS FOR WOOD COMPONENTS ARE TO BE SIMPSCN OR EQUIV. CONCRETE: CONCR=TE SLABS SHALL CONFORM TO A 28 DAY STRENGTH OF 3000psi AND FOOTINGS TO A STRENGTH OF 2500psi. CONCR'7E DESIGNED IN ACCORDANCE WITH ACI-318-89 STANDARDS. CONCRETE SHALL MEET ALL REQUIREMENTS OF ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE. I� C/O N ^ Yam( W ^ O � O �.J I a II Q� �T. O �Zz W � M Uz H o CL J (n t/) U z Z Z r) U 4� In V) N UW o J W y �J Q U (n Z U = U W o� oL� z V w Z '°°00) o z F, Z L.4"NN (13 aD ODLLJ C% QW 0 Z J r In (0� In W z a 14 0 H a z U W Z Q' W N 2 fY 0_ U " O'�S�t�NAL ,GC•'c" EXPIRES J DATE: 10/7/02 DWN BY: N.G. DESIGN BY: N.G. CHK. BY: D.D.B. REV: FILE: C:\ETS\2002\BLDG. BROKERS WOLF\S1 SHEET NO.: