Loading...
HomeMy WebLinkAboutBLD2001-00657 4 I BUIL Jefferson County DepartmentG PERMIT 621 Street of Community Development (360621 Sheridan Port Townsend, WA 98368 PERMIT#: FAX (360)379-4451 (800) 831-2678 SITE ADDRESS: BLD01-00657 Received Date 11/ 775 RHODODENDRON DR. QUILCENE, 98376 Issue Date Z Expiration Date 12/1 MARILYN ALLEN 12/1 APPLICANT: RICHARD ALLEN 8916 FERNCLIFF PHONE: (206)8 BAINBRIDGE ISLAND WA 98110 SUBDIVISION: PARCEL NUMBER: 601031008 Section: 3 Block: CONTRACTOR: Township: 2g N Lot: HILLANDALE HOME LLC Range: 01 W PO BOX 10446 BAINBRIDGE ISLAND PHONE: (206)7E WA 98110 Contractor's License: HILLAHL044C8 Expires: 03/30/2002 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE REQUIRED INSPECTIONS: ['] Se backs (Shoreline Setbacks). - 7/D L [ Footings: 0- [ Forndatio . G 2* e' = Zu - _. [ ] Underground Plumbing/Underground Insulation: [ l Shear Wall: L� b a �&i� H Framing/Plumbing: cF=7-o t [ ] Propane Tank/Lin s: [Y Insulation: _ _o [Lizz Sheetrock: &-21_a 1 [t - Final/Occupancy Approval: HEALTH DEPARTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION. THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY WE BUILDING INSPECTION HOT-LINE 379-4455 CALL 24 HOURS IN ADVANCE TO SCHEDULEEDUDE INSPECT Office Hours 9:00 a.m. -4:30 p.m. SPECIAL CONDITIONS APPLY- SEE HOT LINE AVAILABLE 24 HOURS A DAY SE r 1 BUILDING PERMIT APPLICATION'? ' ' • Revieview Ope: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD01-00657 Received Date: 11/26/2001 SITE ADDRESS: 775 RHODODENDRON DR. QUILCENE, 98376 OWNER: RICHARD ALLEN PHONE: (206)842-9891 MARILYN ALLEN 8916 FERNCLIFF BAINBRIDGE ISLAND WA 98110 SUBDIVISION: Block: Lot: PARCEL NUMBER: 601031008 Section: 3 Township: 26 N Range: 01 W CONTRACTOR: HILLANDALE HOME LLC PHONE: (206)780-7774 PO BOX 10446 BAINBRIDGE ISLAND WA 98110 Contractor's License HILLAHL044C8 Expires 03/30/2002 REPRESENTATIVE(S): PROJECT DESCRIPTIO SINGLE FAMILY RESIDENCE vJ f mac .ed 6 34-ar TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,072 VALUATION 155,023.00 ADD'L: 1,104 HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: 312 HEAT TYPE: WOD OCCUPANCY: R-3 UNHEATED: 568 #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: 484 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PUBLIC 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 2(40 (0 \ Shoreline Aquifer Forest: Commercial Rural Proximity Plat Comditienb Type Amount Paid By: Date: Receipt: -_Approved/Date Permit $1,307.35 MAM 11/26/01 42517 Plan Check $392.21 MAM 11/26/01 42517 APPRDVED State Building Code $4.50 MAM 11/26/01 42517 Potable Water Application $30.00 MAM 11/26/01 42517 Ut1; 1 7 2001 Total: $1,734.06 JEFFERS° •U DEPT.OF CO i—' NITYA ENT SIGNATLP • . ,- 4 Jefferson County Department of I rnnwdty Development w�`` °°er 621 Sheridan Street,Port Townsend WA 98368(360)370-4450 "�S N9-2-7-O pp5cfl© o �-UJ Project Description: ii o Building Type: c... CO cJil. , Project Type: Frame Type: k Single Family III N l New A Wood X Garage Attached/Detached 8 , o ❑ Addition ❑ Steel Modular 2: '"'-, ❑ Alteration/Remodel ❑ Concrete Commercial jui. I o ❑ Repair ❑ Masonry Multi-family/#of Units '—` w ❑ Demolition ❑ Other: Industrial Q o Other: - Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing. Existing ❑ Sewer 1 Community System %Electricity ❑ Oil Proposed: Z s 5 Proposed: -3 X Individual System TIr;'Woodstove ❑ Propane Total: Total: If not sewer,-fill out the following: 1 Heat Pump ❑ Conventional X. ternadve Other Permit# SEP *.ef "Ver(1 Water Supply: • Private well C Two Party Well❑ Public:Name of water system: ' Square Footage: For Office Use Only r Main Floor /0 7 (pa ato 1• I Consistency Review 39.00 �AA+ 2ND Floor // 0 • (04 12-D • 3 Z• Base fee 1 3 o . 3 S 3r1 Floor Plan Check fee Sci 2, . 2- 1 Htd Basement 3/. a 1'20 • a`b State Surcharge fee 14 - -SO U nhtd Basement .,z-e S b� • Subtotal 174 J^ 0 ( Garage/Carport -1( 4 4 L40 Pot Water Review fee o, 00 Decks — ....----------'4 911/Rd Approach fee — v Commercial '� .o4 TOTAL I 1 -• 0 b Industrial j 1 0 Receipt# gas] / Other4k ' Cash/Check# t.143 O Total Valuation: Initials Or DatePlt (2joi 0\ Estimated Cost: /I 0, 0' )' If within 200' of the•Shoreline, ,4/' %. Distance to Bank or Ordinary High Water Mark 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 packer 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. ram. I further agree to provide acc and • of entry to Je ounty d it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry t the app' is property struc sh uested and shall occur during regular business hours. Signature: i 1J J L Date: /f"' / ` 0/ OVER ► I-I:I-IOME\PING \INFOBLDG\FO \BLDperrnitApplication 11-8-01 SPECIAL CONDITIONS FOR CASE BLD01-00657 1.) The application was reviewed by the Jefferson County Department of Community Development staff on November 27, 2001 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: SUSC aquifer recharge, landslide 1 &2. 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.) 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. 6.) 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." 7.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 8.) 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. 9.) 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. 10.) 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. 11.) The revised site plan has identified that all surface water will be carried to a bio-swale and dispersed through a multiple head dispersal unit. 12.) 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). 13.) The revised site plan as on December 14, 2001 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 December 14, 2001 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 14.) This approval is for a single family residence with attached 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. 15.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 16.) Rhododendron Drive is a private road (P142). 17.) The parcel has an existing address, 775 Rhododendron Drive, Quilcene. 18.) A critical area review (CAR98-0124)was finaled on May 27, 1999. 19.) A septic permit(SEP98-0097) was issued on June 7, 1999 for a 4-bedroom system. 20.) A minimum of two(2)on-site parking spaces shall be provided for the single family residence. 21.) Maximum lot coverage shall not exceed 25%. 22.) Minimum setback from Rhododendron Drive shall be 20 feet. Minimum side and rear setbacks shall be 5 feet unless an ESA exists then the more stricter setback shall apply. 23.) The building height shall not exceed 35 feet. 24.) A Geotechnical Report prepared by Krazan &Associates dated April 20, 1999 was submitted in conjunction with this application. An addendum dated October 8, 2001 was also submitted by.Krazan &Associates. The report addressed the stability of the geologic hazard area. A setback of 30-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed single family residence. JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT _ - V4)144 \P\-j APPLICANT: RICHARD ALLEN :, MARILYN ALLEN ,, 8916 FERNCLIFF BAINBRIDGE ISLAND WA 98110 r (46 4h�+ ' { DATE ISSUED: December 17, 2001 ," ,t) ' DATE EXPIRES: December 17, 2002 ,,«wr ' '< )S , X .) MLA NUMBER: MLA01-00582 ) R„ PROJECT PLANNER: M FARFAN cGj� \ "" PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE PROJECT LOCATION: Parcel number 601 031 008 in Section 03, Township 26, Range 01 West, WM located at 775 Rhododendron Drive, Quilcene, WA 98376 FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on November 27, 2001 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: SUSC aquifer recharge, landslide 1 &2. 3.) 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, 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 5.) 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. 6.) The revised site plan has identified that all surface water will be carried to a bio-swale and dispersed through a multiple head dispersal unit. 7.) 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). 8.) The revised site plan as on December 14, 2001 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 December 14, 2001 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 9.) This approval is for a single family residence with attached 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. 10.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 11.) Rhododendron Drive is a private road (P142). 12.) The parcel has an existing address, 775 Rhododendron Drive, Quilcene. 13.) A critical area review(CAR98-0124)was finaled on May 27, 1999. 14.) A septic permit(SEP98-0097)was issued on June 7, 1999 for a 4-bedroom system. CONDITIONS: 1.) 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. 2.) 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." 3.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 4.) 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. 5.) 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. 6.) 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. 7.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 8.) Maximum lot coverage shall not exceed 25%. 9.) Minimum setback from north, south east and west property boundaries is 5 feet unless an ESA exists then the more stricter setback shall apply. (Rhododendron Lane is approximately 330 feet to the north of the north property line of said parcel. Applicant has access via private easement through the parcel immediately north. Easement does not go on applicants parcel. Therefore a minimum 5 foot side/yard setback has been applied). 10.) The building height shall not exceed 35 feet. 11.) A Geotechnical Report prepared by Krazan &Associates dated April 20, 1999 was submitted in conjunction with this application. An addendum dated October 8, 2001 was also submitted by Krazan &Associates. The report addressed the stability of the geologic hazard area. A setback of 30-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed single family residence. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development. Development pursuant to this permit shall be undertaken subject to the applicable development and performance standards of the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes"listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as"critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -Set back buildings, utilities and roads as far as possible from surface waters(streams, rivers, lakes, marine waters), or at least 150 feet from the edge of the water -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches • Any individual, group, or agency can bring suit for a listed species "taking," even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle at (206)526-6613, or the U.S. Fish and Wildlife Service at(503) 231-6121. APPEALS: Pursuant to RCW 36.70C, the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court within twenty-one(21) calendar days of the date of issuance of this land use decision. For more information related tojudical appeals see UDC Section 8.5.2. UDC Administrator / / / I � (1 � / �� PROPERTY LINE 65q ' +/- \ g// \ e -)6 j/ o IIT o / OD N cu I O nip// ��Dp// ➢ I ZD O X � 22'-0" 35'-4" �1 = / / / O / /j L .__ ._l — — ___J Z rn / 88'-0" 13 lull) o-a �� O I H r ) 0 i r I rrn- % La z -+ I + rn r // D I t-� ui j 7C o \ f!,41 1 u) o //// X \ \ 1: 11 --is, / 0 \ N o o t; ;3 1, a / / 11 \ \ 1791 0 11 �` ` _ x o /�� r ! t� N ,- : O a� V�/ / (rirI-1 ` Cal 7 ET oE__[-=".. % cilCINJ r- rti , > I I � : \ \ /� / v v r o rxry '-° t,►,J5D) — — PROPERTY LINE 65c1 ' +/- el t'll Pm~ � v3za -a 88'-0" tt OC7 1 0 0 O � Z �I Z rn Po A. --1 - \ 0 -K \ ` l 3p 2 "'j o00 N UI us Q O n 3 cu —3co � + rnrn O maw B eV + m z 0n -' V' v. = znz x � PROPERTY LINE 6 5 G +/- ▪ m 0 m Fri ▪ -m O a L I �l,l d X r � a a R� kb... . ..› /em o ,„- z n o 7 ▪ O O W W N m_ G N 0 m REVISIONS: PROPERTY L I NE 550'+/- 0 d I PROPOSED WOOD FRAME SINGLE FAMILY RESIDENCE 20'-0" 95z—v I I I I 6 w N N ILI I I Lu z z } 't F- H a I ILu I I PROPERTY LINE 550 8" CO RETAI I WALL #4 BAI #4 BT. N SITE PLAN I" = 50'-0" DETAIL A 3/4" = 1'-0" G-I BAR VERT. ® 15" O.C. 3AR HORIZ. a 10" O.C. CONT. GONG. WALL / (4) #4 BARS GONT zow1 45" HIGH RETAINING WALL (RE: DETAIL A/G-I THI5 SHEET) 52--0" +I — — —— 1 � IL WJ z o J I I fL 1 I I 1 i 1 &A ►I • /h9ki PROPOSED WOODRAME V"\ „f' SINGLE FAMILY RESIDENCE J \� I I I I I I I I I— _ I PROPOSED DRIVEWAY � 1 20'-0" w o=Ww PM10 Emil 19 PROPOSED 2-GAR GARAGE I 111 n PROPERTY L i NE 550 I&d'!:" A CONSTRUCTION NOTE5 I. CON5TRUGTION DOCUMENTS CON515T OF ONE SET OF BOUND 24" X 36" LARGE PLAN DRAWIN65. 2. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, STANDARD AIA DOCUMENT A201, I98-7 EDITION, ARE HEREBY MADE A PART OF THE CONTRACT DOCUMENTS. 3. THE CONTRACTOR 15 TO COMPLY WITH ALL CODES, RULES, REGULATIONS, ORDERS AND OTHER LEGAL REOUIREMENTS OF LOCAL, STATE, AND FEDERAL AUTHORITIES WHICH BEAR ON THE PERFORMANCE OF THE WORK. 4. THE CONTRACTOR IS RESPONSIBLE TO VERIFY AND COORDINATE ALL PORTIONS OF THE WORK. IN THE EVENT OF DISCREPANCIES FOUND ON THESE DOCUMENTS THAT MAY CAUSE HARDSHIP TO THE CONTRACTOR, THE CONTRACTOR 15 TO NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. PROJECT DATA: DESCRIPTION: CONSTRUCTION OF A NEW WOOD FRAME 3-BEDROOM SINGLE FAMILY RESIDENCE • OWNER: RICHARD ALLEN r 1 HILLANDALE HOMES L.L.G. PO Box10446 Bainbridge Island, WA 118110 • EL: 206 / i80 - TT74 1 CONSTRUCTION TYPE: 5-N IIJ� • BUILDING AREA: l LOWER LEVEL: GARAGE: 4,54 S.F. BASEMENT: b00 S.F. MAIN FLOOR: — — LI V I NG AREA: 10'12 S.F. r T 1 SECOND FLOOR: LIVING AREA: 1104 S.F. //. .. TOTAL LIVING AREA (EXCLUDING BASEMENT): 21,76 S.F. TOTAL ENCLOSED AREA: 5540 S.F. w O r 1 z W wLn Q� i )1z .4ov-0—em-4! TOP OF GUT SLOPE � .� �, O O ICI N\ A, 1 \j/ Stotm cp`�pil 5EPTIG SYSTEM _ _ — — — — — — —I \ Y R� W?SNs15J� AND DRAINFIELD - — r F r r. _ - JA �,. J , /.• { or � — J 10'-0" SETBACK FROM SOP OF FILL 5L0 ReA®CAGEY Nv\N `��, - -- A R C H 1 "I t C -I- U R t 'I C� fl1 6336 N. E. JORDAN DRIVE III,.I, 11 BAINBRIDGE: ISLAND, WA 98110 IIU TELEPHONE/F'AX (206) 780-3282 _ \ w�ww.ralacey.com TOP OF FILL SLOPE�'� 2001 _J DATE: �JE'H LtiaUN CUUN IY DEPT. OF COMMUNITY DEVELOPMENT NOV. a, 2001 INDEX TO DRAWINGS. SCALE: N ENLARGED SITE PLAN AS NOTED C-1 SITE PLAN /COVER SHEET DRAWN BY: A-1 FIRST FLOOR PLAN RALjr A-2 SECOND FLOOR PLAN PROJECT. A-3 EXTERIOR ELEVATIONS 2001-05 A-4 EXTERIOR ELEVATIONS SHEET: A-5 BUIL;DING SECTIONS S-1 LOWER FLOOR PLAN / STRUCTURAL NOTES S-2 MAIN FLOOR FRAMING / BRACED WALL DIAGRAMS S-3 SECOND FLOOR FRAMING PLAN S-4 ROOF FRAMING PLAN C � 1