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HomeMy WebLinkAboutBLD2004-00454f • BUILDING PERMIT APPLICAN Review T e: I Yp Jefferson County Department of Community Development MLA04-00416 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00454 Received Date: 7/6/2004 SITE ADDRESS: VA, LOUISA ST PORT TOWNSEND, 98368 OWNER: JAMES E EADES PHONE: ((360) 385-5653 MARSHA EADES 1042 CORONA ST PORT TOWNSEND WA 98368-4906 SUBDIVISION: EISENBEIS BAY VIEW Block: 31 Lot: 1-3* 1O-0, PARCEL NUMBER: 948603103 Section: 16 Township: 30 N Range: 01 W CONTRACTOR: HOPE INC PHONE: (360)385-5653 DBA HOPE ROOFING PO BOX 1199/105 LOUISA AVE PORT TONWNSEND WA 98368 Contractor's License HOPER**043N7 Expires 2/16/2005 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI NEW SFR W/ATTACHED GARAGE ALSO AG PROPANE TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,800 VALUATION 173,119.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 2003 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 500 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: PUD PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 2 Seismic Streams Total: 2 Total: 2 Flood Way Floodplain Routing Date: F&W Landslide _ 7 __( Shoreline Aquifer ' Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: A PPFTOVE D Permit $1,408.15 KAS 07/06/04 66434 Plan Check $915.30 KAS 07/06/04 66434 NOV 1 7 2004 State Building Code $4.50 KAS 07/06/04 66434 Potable Water Application $52.00 KAS 07/06/04 66434 Jefferson County Planning Total: $2,379.95 &Building Department or cm2., P..,0..46 ID Jefferson count Community co�, ,Development �gSON °� 121 Sheridan Street,Port Townsend WA 88368[360]371-4450 4. � Ap5c ? © ( FANG J Building Type: .I- Project Type: Frame Type: fiY Single Family _______Th ( 'New CB/ ood A-W. GC.,.rc 0 Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel 0 Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units 0 Demolition ❑ Other: ❑ Industrial ?Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: _ N' Existing: _ ! ❑ Sewer 0 Community System ❑ Electricity ❑ Oil Proposed: a., _ Proposed: _�— P.-Individual System ❑ Woodstove ®'Propane �t Total: Total: If not sewer,fill out the following: ❑ Heat Pump 4?-Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: 'P"9 Square Footage: Office Use For Office Use Only Main Floor I a,©O . \ k)) A Consistency Review - 2ND Floor Base fee (g0c6u l� 3rd Floor Plan Check fee q 15. 30 Htd Basement State Surcharge fee - m Unhtd Basement / / Subtotal 2^J 3 Z�^� p. -1 S Garage/Carport S o o \\ (b L' Pot Water Review fee ? 0 0 Decks/QRTto ` (� 911/Rd Approach fee I Lq.,00 Commercial /}� \\"` TOTAL .Z `�7`/�j 6 1 Industrial \'� ✓ Receipt# ,(U1.0 i1a i Other �. ' Cash/Check# L O Initials Date ./ 1 " (0_ OL1-- Estimated Cost: t. 7 2 e)c.)� 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 attomey's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. Signature: _,E Fa...„. .,„_ Date: /� U V OVER ► G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00454 Received Date 07/6/2004 SITE ADDRESS: 121 LOUISA ST Issue Date 11/17/2004 PORT TOWNSEND, 98368 APPLICANT: JAMES E EADES PHONE: MARSHA EADES ((360)385-5653 1042 CORONA ST PORT TOWNSEND WA 98368-4906 SUBDIVISION: EISENBEIS BAY VIEW Block: 31 Lot: 1-3+ PARCEL NUMBER: 948603103 Section: 16 Township: 30 N Range: 01 W CONTRACTOR: HOPE INC DBA HOPE ROOFING PHONE: (360)385-5653 PO BOX 1199/105 LOUISA AVE PORT TONWNSEND WA 98368 Contractor's License: HOPER**043N7 Expires: 2/16/2005 PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE ALSO AG PROPANE TANK CALL IN FOR THE REQ RED I) P C ,. S THAT APPLY TO YOUR PROJECT. SETBACKS: OK CZPB/Gf� UFFER: JUa l / , Footing: p, 1/d�� Foundation ( / Stormwat FINAL Approval: Underground Plumbin • Underground Insulation:r/-,g e2,ri, /464—-/d0 /-/*2-0� Shear Wall : �/ Framing: jl,‹ -7/7-0C - le74.` 1.4 1`/Opi Plumbing: X.e9 propane T nk/Li s: � n -� =nc cr ��i re � '"i�dee z�' /jg 1 i,tic c' rrM ye, '50051 Sheetroc c, ( Septic m Final A proval (If not on sewer): Road Approach Final Approval: Zoning Final Approval: r Final/Occupancy Approval: h —IC - 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 Ainwiernimmimml SPECIAL CONDITIONS FOR CASE # BLD - • 04 00454 1.) This approval is for a single family residence w/attached garage and an accessory dwelling unit w/residential shop only. This parcel is located in a rural residential land use district and has not been reviewed or approved for commercial use of any of hte proposed structures. 2.) 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. 3.) A Stormwater 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. 4.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 5.) 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). 6.) The standard maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. Per UDC Table 6-1, note 15, "Pre-existing legal lots of record less than one acre in size in Rural Residential districts are subject to the stormwater requirements in UDC Section 6.7 and must meet the "Area of Impervious Surface Coverage"to the maximum extent practicable as determined by the Administrator." 7.) The building height is not to exceed 35 feet. 8.) Minimum front setback from the parcel boundary adjacent to Louisa St is 20 feet. Minimum setback from platted Charles St is 20 feet. Minimum setback from the southern parcel boundary(or alley) is 5 feet. Minimum setback from the eastern parcel boundary is 5 feet. 9.) A minimum of four(4)on-site parking spaces is required for the single family residence and accessory dwelling unit. 10.) PRIOR TO ANY INSPECTIONS WHATSOEVER (INCLUDING PROGRESS AND SETBACKS) ENGINEERED WET STAMPED TRUSS INFORMATION MUST BE SUBMITTED TO THE BLDG DEPT @ DCD. I:\F_BLD_Permit_Buildng.rpt 10/29/19 - PERMIT # BLG , , it t= ;: '` l04 - 4 5 4 t� ;i ¢SONc v. 1 , \° JEFFERSON C� RCO STY DG �i` ',;' } ;\ , 4 ... ,<, DEPARTMENT OF COMMUNITY DEVELOPMENT \ - 621 Sheridan Street • Port Townsend •Washington 98368 \ nc..\ -r ""' �q a ' O 360/379-4450 . 360/379-4451 Fax N `S' http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# Q4-t-((t() PROJECT/APPLICANT NAME: EISSbe ' Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. C u r'Ti A.) 'cti / ; ' = '/74/ i// C ' _19TtlarAl.L 4. :/4- . Existin ConditionsSumma STnRpqrATER PL N 9 ry 2. Describe the existing topography. Indicate contours on the site map. NOV 1 r 2004 (1+1PLC/ L. i.)c c- I f~pRits DFPT OF(•0n. U�1 COUNTY srL;NATI JR f. ;hi •:' •a.or 3. Describe the existingvegetation. Indicate native vegetation areas on the site map. %L ,s, MF T i�/�' -7-k E ,S(1144 /�.�D Jtf rf�f C A)c:P Ae/ '�=...... crti 4 A/471 it !J ' 4-7o 4. Describe the existing soils. Indicate soil type on the site map. , 5/6A-Wy / 5. Describe the existing site hydrology(i.e.,drainage;behavior of water on the site—above,below,and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable, nd indicate acreage of each. Lk-�.. / VA- £.1A1T P_A-i/J) M)Oe A1(' _ z A Ue Lc L '(XC e Ot P! 6. Describe any excess levels of noise generated by the proposed use or activity: '6 !13 eKCE SS' ZtF= p -cl fie- C AJS�rk'e(C'rfO4i LbiS stormwater site plan template—rev.10/1/2003 5 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. 8. Describe the ge eral vicinity of the site, including adjacent land uses and structures, utilities, roads,and sensitive/critical areas (streams,wetlands, lakes,steep slopes,etc.). 'G 'TO iJc � A ' ,�`- Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation.of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e.,per BMP T5.30 in the Manual)or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. pile ! .1 �o .s(- t-T- t - a � J F �, ( c is s L �c.z r`� L J r - 10. If the project requires the use of stormwater treatment facilities, describe thetypest of stormwater treatment facilities actlities proposed .. P P for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for large"projects or projects that involve the potential for dispersion of contaminants.] ky 11. Describe the performance goals and standards applicable to the project. 12. Describe the flow control system. 1L21-)S e -rs Aiitrug i4c, ue& irmLt stormwater site plan template—rev.10/1/2003 6 13. Describe the water quality system. /L1 14. Describe the conveyance system analysis and design. 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. k1/4 17. Describe the proposed surfacing material. -lU€ o76,Q/}-UEL 18. Describe methods for restoration of the site. A cAPi - Z-,' Ltj61 • 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for large"projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals here. ky& 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. r i 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. Pia I ,iO p ric � r stormwater site plan template—rev.10/1/2003 7 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I—CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits. ill/(TEO C: A 40 ai' > Ce)AJSrieticridic Thus - / lTL e" `54i. . r C 2. Establish Construction Access. �)fLt 0 '07 '%o /�l/WW i 'X/ /ML /off cc'l�tr✓2tfc;74 f 3. Control Flow Rates. f) 4. Install Sediment Controls. P 5. Stabilize Soils. CAP 6. Protect Slopes. tti p 7. Protect Drain Inlets. fop 8 stormwater site plan template—rev.10/1/2003 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants. 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). f)4'tP 11. Maintain Best Management Practices(BMPs). yg:S 12. Manage the Project. n1 p 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas,roads}). / ! C IvE_D re V-) Pt712:7 b. Description.of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). ityAs 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. it)(A .„4 stormwater site plan template—rev.10/12003 9 b. Description of special requirements for working in or near environmentally sensitive areas. ii7 A 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility,settleability,permeability,depth,texture,soil structure). 5. Construction Phasing. a. Construction sequence 5 /'T1 C akc:o . •ecwJ c s &LK-1 lj 1" / tit- tpuiuoik-rioio r/2itfi i `r : , 'mac` CC/ti pis- r/WJ b. Construction phasing('f proposed) ((j I14.0 5 5rner •7`Cs i`=%A)jS/f 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed c nstruction schedule. C J Rc,tCt,V� rd Of' " �' iti 61 At(A,a.c 5 V 0ci.C`r` 51A-0- it Frl/'CSit II. Wet Season Construction Activities. a. Proposed wet season construction activities. 13' i ' b. Proposed wet season construction activities for environmentally sensitive areas. AY& . 7. Financial/Ownership Responsibilities. a. Identify the 0 roperty owner responsible for the initiation of bonds and/or other financial securities. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. kV fis- 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. b. Diversions. c. Waterways. P. A— —d. Runoff/Stormwater Detention Calculations stormwater site plan template—rev.10/1/2003 10 Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems,treatment facilities,flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs),the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. .'"7. - c"" _ :,e„, /11:)/ WNER OR AUTHORIZED REPRESENT RE) j ATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template—rev.10/1/2003 12 iiiit............ i faiw,d..... ...... ......... , cfii• _______ d -_4I 1:7 —_, • : • --a' 3 .• cl i . v • II X.' ..)... ..4. L...„. lev..... .. .mi t, q .. ..)--___ o 0 t. . ,..) 37 F, sl 0 F \ _.4 z... -1 -c- - --- -3 3:11 R ..g 5.."2 t5 -1 ill .. 1....„ .111_1,L-MIII811111111.11.summummisommhiur .- 8.4 .....................................H.7.HHHHHHHH,............-............- X j .4 . ,.., 11..e VI:. .._. _ ............ , H -• t•-- --e• - • - .. r _ 1 —77:..=== . .7.3 tc:::) . ko • rfl % I A c• -0 }) P s... 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'•-,..,,...s,',• q." t's c- it4 V ,, ...,.. ‘.4 ''• 4, ic \ d v . . 1•N, iic ' - .t 7, ,-... , --1 .. ig :- (.• 1 4 --1 r". 74 -/0— LA ---. C4 C 't " 0 • .4P ' 7' • rk g 0 .cP c r4i9 .. . Ti • --( -±,... . .1% a 75 cd4 - 4 e. , • , -- 0 C) (' 0_ sc:2')._'•.; &I. c:21 k ' • •,..-:-.11 c•.) "t7 -"• Ii i'::•'?,•.•,'.? 0 . X=. . 0 --i --li:i P • : r.,..1° ..7) — ° Zo _ 0 64 k-7 19 . tfl W I. 0(.....! Z EL'i V c'• . — ul ..4 0 r HT 6"-• -.C... 0 .7 ,, ......... . 0 ril ------- :7-4' izDJ ......._____ WINDOW SCHEDULE SYMBOL TYPE MODEL No. UNIT DIMENSION ROUGH OPENING ,rA)L� DBL. HUNG 3846 31-3%"x4'-3I/4" BOX BAY WINDOW 30-CP235-15 ' x x4'- DBL. HUNG (TWIN) 3846-2 'i� '_ i/4"fi3 3E/'4� F PATIO DOOR FWH6068ASR 5'-111/4x6'-71/2" 6'-0"x6'-8" (3 DBL. HUNG (TRIPLE) 3656 11'-814e"x5'-B/4" 6--1 DBL. HUNG 3056 3'- INS "x5'-3�/4" 3'-21/0"x5'-31/4" PICTURE WINDOW CP24 41-01'x4'-0" 4'-01/2"x4'-01/2" ,j CASEMENT CWI4 2'-43/a"x4'-O" 2'-4'/a"x4'-01/2 * K BASEMENT/UTILITY 2S20 * Q GLIDING ✓-II:¢! `x ?j1-1-���� :. , _... ' Ot,.. , n * rMvvivt_ t7it=L tt-WT 15uCr,5 W/ POURED CONC. FOUNDATION m AN m N — I SOFFIT (OPT.) 31"x36" MIRROR /-PLASTIC LAM. TOP / t BACK SPLASH 341 36" " 13/4" (OPT-) Cal 1/2 "x36" MIRROR PLASTIC L # BACK SP . $ 6 AI AI C,45INET ELEVATIONS COI S SCALE 1/4'14-0" SCALE 1/4"=1'-0" L TOP *H o ■ tee " 11 Ir v NOTES : I. DIMENSIONS SHOWN ARE FROM ROUGH STUD FACE TO ROUGH STUD FACE 31/2" UNLESS OTHERWISE NOTED. 2. EXTERIOR HOUSE WALLS ARE 2x4 STUDS g 16" O.G. INTERIOR PARTITIONS AND EXTERIOR GARAGE WALLS ARE 2x4 STUDS 6 l6" OL. 3. INSTALL 6 MIL. VAPOR BARRIER im EXTERIOR WALLS, CEILINGS, AND UNDER SLABS. 4. INSTALL REMOTE CONTROL GARAGE DOOR OPENER e OVERHEAD DOOR WITH SWITCH im HOUSE. 5. CARPET ALL AREAS UNLESS OTHERWISE SHOWN. 6. DOOR FROM HOUSE TO GARAGE SHALL BE SOLID CORE, I hr. RATED, AND SELF -CLOSING. I. ALL EXTERIOR AND BEARING WALL OPENINGS TO HAVE 2-2x12 HEADERS UNLESS OTHERWISE SPECIFIED. ROUGH OPENING HEIGHT SHOULD BE APPROXIMATELY 6'-103/4" MASTER BEDROOM 1 CARPET # ....... ! a l z - FURN.� I e z � N � 04 1 PROM i 6060 BI-FOLD t HA CARPET i L. 's CRAWL 5FACE OPTION SCALE 114"=1'-O" MAIN LE SCALE 1/4"=1'-0 q. /T/'vt �dl'l 1.(/ i way rKt, pp it �, �, tlleyaily co �; r �av , t u e n cPt,, } e(j r 0 order additiorl,,, r to report a 001ation,Va call800.-235,5700. �ase ! o I C O i .A i cc CL ca 0 Q i i i t mE 3 {r m 0 c Q O I . i 1 t ' 0 L t L �.+ 0 3 c a o 0 ? ai.9:s ( ac�6 0 0 rCL0 o c cz cu cu 0 -c c . 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