Loading...
HomeMy WebLinkAboutBLD2004-00538 lit UILDING PERMIT APPLICA*N MRLA04-00p507 e: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: l BLD04-00538 Received Date: 8/24/2004 SITE ADDRESS: `Q` MT CHRISTIE CT PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 SUBDIVISION: OLYMPIC TERRACE DIVISION 1 Block: Lot: 20+ PARCEL NUMBER: 978800020 Section: 21 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License PORTLAL994L8 Expires 5/2/2006 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW SFR W/ATTACHED GARRAGE & DECK(S) ALSO 120 GAL AG PROPANE TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,955 VALUATION 193,281.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2003 HEAT BASE: HEAT TYPE: HTP OCCUPANCY: R-3 UNHEATED: #OF STORIES: 1 ' OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 516 CONST TYPE: SETBACK: DECK: 250 BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW 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 / F&W Landslide Routing Date: IIp25/0� Shoreline Aquifer / m r ial Rural Forest: Commercial e c Type Amount Paid By: Date: Receipt: A P c rRO /E Permit $1,520.15 KAS 08/24/04 67485 v Plan Check $988.10 KAS 08/24/04 67485 OCT 1 2 2004 State Building Code $4.50 KAS 08/24/04 67485 Jefferson County Planning Potable Water Application $52.00 KAS 08/24/04 67485 & Building Department Total: $2,564.75 C t/Rix-n _e i v ctPr 11/ BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00538 Received Date 08/24/2004 SITE ADDRESS: 61 MT CHRISTIE CT Issue Date 10/12/2004 PORT LUDLOW, 98365 APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: 70 BREAKER LN (360) 437-2101 PORT LUDLOW WA 98365-9766 SUBDIVISION: OLYMPIC TERRACE DIVISION 1 Block: Lot: 20+ PARCEL NUMBER: 978800020 Section: 21 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC 70 BREAKER LN PHONE: (360)437-2101 PORT LUDLOW WA 98365 Contractor's License: PORTLAL994L8 Expires: 05/02/2006 PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARRAGE & DECK(S) ALSO 120 GAL AG PROPANE TANK CALL IN FOR THE REQUIRED/IN/SPEC, ,4 NS THAT APPLY TO YOUR PROJECT. SETBACKS: fit( ii ,5 UFFER: 9k HA oil 1 i Footing: j)�( ///y at j� Foundation: el, ///Q/O9, Stormwater FINAL Approval: eV< /07/4%# Underground Plumbing: Underground Insulation: Shear Wall :,74/1)1I(All 0 - G�-yE, �t . ��% gjrr��'ta 0 Framing: &C /0-4,,,;V- Plumbing: QX ///Lg /?- Propane Tank/ Lines: / �jjp ZMJ % 4 // s AV Insulation: phi Sheetrock: Z2� /`T G''- " Septic Sytem Final Ap royal not on sewer): Road Approach Final Approval: Zoning Final Approval: Final/Occupancy Approval: # fZg 05 „T / ' 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 OT-ZO 'r IE C. ( Jefferson County Department of Community Development 0,0N " y - 621 Sheridan Street,Port Townsend WA 0836813601370-44 50 p 4,, . 3 o o l\R,(..4-.) - '-'k „, ' . I'l 24k , DEPT. licatoon i ur. .. i %',INN(hrIN S 7�� /J a fr-/ �/ Project Description: (/CQvrs: Building Type: Project Type: Frame Type: X Single Family $New X Wood $ Garage 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: Choose one: Existing: �— Existing: "�� X Sewer Community System X Electricity Oil Proposed: 2 Proposed: 2 Individual System Woodstove Propane Total: 2 Total: Z. If not sewer,fill out the following: X Heat Pump /� Conventional Alternative Otherrro�l2r/e f7!-ejpb6e,_ Permit# SEP Water Supply: Private well Two Party Well Public:Name of water system: owsr Square Footage: r� For Office Use Only Main Floor / 9sS 115 a �p. Consistency Review 1)t(C. -4y- 2ND Floor ___. Base fee 1 1,"''cx 1 C � I t5�'1531.8 3rd Floor Plan Check fee 1,a8 -.--9 k;( I to rd Htd Basement State Surcharge fee 6 ' UnhtdBasement -/ Subtotal t 5�• �5r Garage/Carport 5/6 la 1\.(D . la Pot Water Review fee es- Decks _250 5 gcka.5b 911/Rd Approach fee l,► i eomeme4cia1 ' ' ' 80 t I $ .40 TOTAL C t00 ,1 Industrial ` , -- Receipt# CO 19 8 5 Other41' ` 1a�l,a 1 Cash/Check# 1 1 1 6\ Total Valuation: to4S,1 Initials Date 81e;q)fniet- Estimated Cost: /`36/ 05O • DO If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark ft.Bank Height ft. I 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 acces d rig of e y to Jefferson County and it's employees,representatives or agents for the purpose of a placation eview and any required later inspections. Access and right of entry to e a pli n/s p per structure sll ll be r�sted and shall occur during regular business hours. Signature: �.- /�,�� C Date: r�/7" 11 ' OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 • a SPECIAL CONDITIONS FOR CASE A BLD04-00538 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.) A Geotechnical Report dated March 28, 1995 and September 14, 1995 prepared by GeoEngineers, Inc. was prepared for the Olympic Terrace Division 1 Subdivision that was recorded on March 11, 2003. 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. 3.) 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. 4.) 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." 5.) All construction activities shall not encroach upon the landslide hazard area buffer. This includes the storage or preparation of materials. 6.) 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. 7.) 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. 8.) A Small Parcel Erosion and Sediement Control 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. 9.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 10.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 11.) The building height is not to exceed 35 feet. 12.) Minimum setback from Mt. Christie Court right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. If an ESA is present, then the more stricter setback shall apply. 13.) 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). 14.) 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. • 15.) Lighting fixtures shall be designed and hooded to prevent p event the light source friPbeing 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. 16.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 17.) Per MPR Code Section 3.107, Accessory Dwelling Units (ADU's) shall not be allowed in the MPR-SF zone. 18.) STORMWATER RUNOFF FROM LOTS 17-23 SHALL BE TIGHTLINED TO DRAINAGE DITCH TERMINATING FIVE FEET SOUTH OF MOUNT CHRISTIE COURT ROADSIDE DITCH. OWNERS TO MAINTAIN FIVE FOOT DITCH SECTION. CONSTRUCTION OF THE DRAINAGE SYSTEM WITHIN THE ROAD RIGHT-OF-WAY REQUIRES A ROAD USE PERMIT FROM THE JEFFERSON COUNTY PUBLIC WORKS DEPARTMENT. 19.) Stock plan foundation approval as submitted shall be limited to the prescriptive foundation of the IRC and R404.1.4. Foundations outside the scope of this code section shall be designed and engineered SITE SPECIFIC per IBC. I:\F_BLD_Permit_Buildng.rpt 1 0/29/1 999 WALL SCHEDULE EXTERIOR WALLS •EXTERIOR FINISH/STUCCO SYSTEM PER SPECIFICATIONS, EXTERIOR FACE. REFER TO ELEVATIONS FOR ADD'L FINISH APPLICATIONS • 2X4 WOOD STUDS, SPACING PER STRUCT. DWGS. • BATT INSULATION 0 ALL STUD SPACES PER DIVISION 7 SPECIFICATIONS • 1/2" GYP. BD. TYP. INTERIOR SUBSTRATE* A) • SAME AS "A", EXCEPT: 2X6 WOOD STUDS. SPACING PER STRUCT. DWGS. 42 • NO BATT INSULATION 0 WALL [A 3] • 5/8" TYPE X GYP_ BD. INTERIOR SUBSTRATL* A4 • 2X STUD FURROUT PER DIMENSION A5 • SAME AS "A', EXCEPT- 2X8X8 WOOD STUDS, SPACING PER STRUCT. DWGS. INTERIOR WALLS • 2X4 WOOD STUDS, SPACING PER STRUCT. DWGS, TYPICAL INTERIOR WALL LIMITING HEIGHT 14'-0" (10'-0- WHERE UNSUPPORTED LATERALLY) • 1/2" GYP_ BD. TYP. INTERIOR SUBSTRATe B1 • SAME AS "B", EXCEPT: 2x6 W S A WOOD STUD SPACING PER STRUCT. PLUMBING/BEARING WALL B2 • SAME AS "B", EXCEPT: 2x8 WOOD STUDS, SPACING PER STRUCT. 83 • SAME AS "B", EXCEPT: BATT INSULATION 0 ALL STUD SPACES PER DIVISION 7 SPECIFICATIONS a• 2x4 WOOD STUDS, SPACING PER STRUCT. DWGS. 5 8" TYPE>iX GYP. BD. GARAGE SIDE INTERIOR S 8STRATE • 1/2' GYP. BD. LIVING SPACE INTERIOR SUBSTRATE • BATT INSULATION 0 ALL STUD SPACES PER DIVISION 7 SPECIFICATIONS CI • SAME AS "C", EXCEPT: 2x6 WOOD STUDS, SPACING PER STRUCT. DWGS. PROVIDE WATER RESISTIVE GYPSUM BOARD 0 ALL WET AREAS (E.R. #1874) NOTE: REFER TO STRUCTURAL PLANS FOR LOCATIONS OF SHEAR WALL AND BEARING WALL CONDITIONS. COORDINATE WITH THIS PLAN. Al a� I 12 AI I � 13 1,41 (ARCH) 41 I.l l.l'-bll L III_/ 11 I1f-411 1-1011 I- I'-411 III -loll En PORCH AT ELEV. 'B' v, / - - - - - - -.. (I - - r 13 y 34in N I d_p1I (II' -I" GLG} I � =� 1 I o ► 3'-b" I Nt I 3-2656 .H. l Al 5-2620 FIX A5V. I I t J T57-0-11 --- I__0113-0115-01 MM ;1 FRONT AT ELEV. 'B' h I I - A2 y -- -- -' -- ------------ / •",- - •- ---- - _ -- \ 05056 XO Al FREEFROST_ H.B. Qf 3056 S.H. r5056 S.H. f(9056 5.H. 2046 OE rSC (TFM FIX RE a 4 cr sA �. _I _ - - - - - - - - - - - - - - - - - -` COVERED DECK 13 (8'-6 ") o I - Q 5 1 p '.- 1101-I" GLG) _ -- _ _ -- _ ---------- -- --- -I----- x° i I Q DEN - f3 0� M. BATH � llo�_I" CLG) .I Xlu u-�--, o -' Nt N '3'_p" 3'_0" I'-ID4'-3 i�268o B , (TEMP 2III o" .= ILoll dmvI)I- 24b0 4. MASTER BEDROOM insTlr4�,L,S rant/ u JA (10'-I" GLG) O GLG) .p X ` (n 0 � (10 NOTE: LOGATI OF PROFANETANK12 Na 4- II 4'_6 1/2113'-211r ' TANK PER LO AL mIL GREAT ROOM = �r .1 g m 13 * F - MIN. 18"x24" Q 4a CITY ORDNAN MIN. 5'-0" To PROPERTY LINE E _ \ PAGE I �AGRGE ;> 0 04� w ,.-- _ - ,"", - _ _ _ -{ I'-pN _ --------- --- -5 2,9--- ------ cc� x 1L N- I II F_ �. i I u ul I -4 3050 - - 1(1 B - - s� W 34 II N I - I I {I I II 4I 4u 15 - I II / -_ Col. - d '' r _ ' \lsA2. - Gel , 24 4N I I F-----I , - I I I - HALL 1 x 2 23 242880 5PLENUM f90R SUPP 4 � �868 G.1 02880 _ I MUD 14 AIR MIL. Al _13.`. 1 41 'I, - Tl I X +>; llo`-I" GL6) 04q (ROOM ( LG) UP 18 - x � b �� - - TTTTI�I `�' r � �r � 2`I ME FO F°RA I II II1 K�(LWcrS S a _ KITCH ----------,�_p i i7 ILI PULL DOWN STAIR - £? t t✓ t O�( xv-j po I v4 M gQUIRE 5eD56 Ro�eh p5�A I 3og •�: QIQO (10-ICL.G) I 56 FOYERI - I- -_ __J 2-CAR GARAGE I t m 49 (10'-1" GL 0 - I x I I 51 ID _ - 24 Al 166 FIX I 166 FIX _ v o 21_01l =� >'_ 2 -b�TE JI /� 1I t � I �j ll � �'-b N 3 -V -V � BATH 2 I 0 x I II OVERE '° I PORCH In I AI - n 5 1 A2 A .p !(1 B NOOK IL � _ _ _ _ - ----- 2 10 4-! gl_10 A2 I Al I Ib 01 I Q 7 - V A5z 0g080 GARAGE OOR 0ao50 GARAGE DOOR - OI I yf1 ° l _ BEDROOM2 I- off r ,1 1 (O -I GLG) - _f�'�> m - In O 05056X0I/ IL I� 13 (8'-6") _ ..- _-.._---------- Al - - - - - - 13 13 FROST FREE L _ \ f I o I -------------- o o as Q) bI NAME ��WAWY' FEW F%Z? \ \tQ�?- 1\ 11�111 111.: } XREFS; X_PLANR1, X-STAMP; XT_PLAN1; X_WALL; I I I NOTE: ALL EXTERIOR STAIRS I SHALL 5E COORDINATED I WITH THE CIVIL DRAWIN65 WITH MAX. RISER Of= -7 3/4" AND MIN. TREAD OF 10" TYP, I NOTE: ALL WINDOW AND DOOR DIMENSIONS ARE SHORN IN FOOT AND INCHES I I I I I 8 I ►. 3 I 1.2 I `._...__ ------------------------------------/I --_-------_-_ - /I -�-------._... 63 51 ooc�000a FLOOR PLANI IA" _,:-na ® LINIROT;i ASSOCIATES ARCHITECTS & PLANNERS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHI NGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE i\SSIGNED 10 ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND XREF LAST 1 4��'N4 IP4��ocl� •A T j �, � _ 94C\PI A,,111,Pi ANk 1.DWG TIME: 17:27 06/14/2004 XREFS: LAN 1 iin J t 0 Revisions: 0 - A - Keyed Notes: 1. REFER TO GENERAL ARCHITECTURAL NOTES AND SPECIFICATIONS FOR MATERIALS, FINISHES, AND AND GENERAL CONSTRUCTION INFORMATION. REFER TO GD SHEET(S) FOR STANDARD ARCHITECTUAL DETAILS (WHERE PRESENT) REFER TO STRUCTURAL DRAWINGS FOR SPECIFIC CONSTRUCTION SPECIFICATIONS AND STRUCTURAL DETAILS. CONTRACTOR SHALL COORDINATE ALL ARCHITECTURAL REFERENCES SHOWN WITH ENGINEERING CONSULTANT'S DRAWINGS. THIS ARCHITECTS OFFICE SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO START OF CONSTRUCTION. ALL DOCUMENTS ARE NOT APPROVED FOR CONSTRUCTION PURPOSES UNTIL THEY HAVE BEEN REVIEWED AND APPROVED BY THE APPLICABLE JURISDICTION'S BUILDING/ SAFETY DEPARTMENT, CONTACT THE BUILDING COMPANY NAMED BELOW FOR VERIFICATION OF APPROVAL AND READ ALL SHEETS THOROUGHLY PRIOR TO START OF CONSTRUCTION. 2. REFER TO U.L/ I.C,B.O, APPROVED TESTING FACILITY CERTIFICATION NUMBERS FOR SPECIFIED ASSEMBLY OF COMPONENTS AND PRODUCTS THAT ARE REFERENCED BY DIVISION AND SPECIFICATIONS, 3. DIMENSIONS OF FLOOR PLAN(S) ARE SHOWN TO FACE OF STUD TYPICALLY UNLESS OTHERWISE NOTED. CONTRACTOR TO VERIFY ROUGH OPENING REQUIREMENTS OF ALL DOOR AND WINDOW UNITS PRIOR TO START OF CONSTRUCTION. 4. PROVIDE INSULATION AT ALL WALL AND CEILING LDCATIONS SEPARATING CONDITIONED FROM NON -CONDITIONED SPACES. REFER TO WALL SCHEDULE AND GENERAL ARCHITECTURAL NOTES FOR MINIMUM WALL AND CEILING INSULATION REQUIREMENTS, 5. DENOTES SECURITY DEVICE. 6. ORER TO GENERAL ARCHITECTURAL NOTES, DIVISION 6, FOR FIRE/ DRAFT STOPS. 7. REFER TO GENERAL ARCHITECTURAL NOTES, DIVISION 12, FOR MATERIALS, SPECIFICATIONS, AND FIXTURE REQUIREMENTS, 9. COORDINATE CLOSET ROD AND SHELF WITH BUILDER, 10. EXT ERIOR CONCRETE F LATWORK- REFER TO GENERAL ARCHITECTURAL NOTES, DIVISION 3 11. INTERIOR ARCHITECTURAL FEATURE, REFER TO INTERIOR ELEVATIONS and/or FLOOR PLANS FOR DIMENSIONS, HEIGHT, AND ADD'L INFO. 12. EXTERIOR ARCHITECTURAL FEATURE, REFER TO ELEVATIONS and/or FLOOR PLANS FOR ADO'L INFO.. PROVIDE (2) LAYERS BUILDING PAPER AND A BITUMINOUS MEMBRANE AT ALL FLAT SURFACES. PROVIDE SLOPE FOR DRAINAGE, 13. LINE OF SOFFIT/ CEILING TRANSITION. REFER TO INTERIOR ELEVATIONS and/or EXTERIOR ELEVATIONS FOR ADD'L INFO. 14. PROVIDE 1 3/4' SOLID CORE WOOD DOOR AND FRAME; SELF -CLOSING WITH SMOKE CONTROL SWEEPS AND SEALS AT THIS LOCATION, 16. EXTERIOR GYPSUM SOFFIT BOARD AT CEILING. REFER TO GENERAL ARCHITECTURAL NOTES, DIVISION 9 FOR ADYL INFO. 18. ATTIC SCUTTLE. REFER TO GENERAL ARCHITECTURAL NOTES, DIVISION 6. 19. WATER HEATER ON +18' HIGH PLATFORM WITH T. & P.R.V. FULL-SIZE DRAIN LINE TO EXTERIOR. REFER TO GENERAL ARCHITECTURAL NOTES, DIV. 16 20. U1ILITY SERVICE: LOCATE EQUIPMENT AND METERS PER UTILITY COMPANY SPECIFICATIONS AND STANDARDS. CONTRACTOR TO VERIFY SERVICE BEING PROVIDED, 21. SHELVING SYSTEM PER OWNER. 22. LINEN CLOSET W/ SHELVES PER OWNER. 23. BASE CABINET \ LINEN. SEE INT. ELEVS, 24. LINE OF UPPER CABINETS/SHELVES. 34. STEEL PIPE BOLLARD, 35, PREFABRICATED DECORATIVE GAS APPLIANCE/ FIREPLACE REFER TO ARCHITECTURAL GENERAL DIVISION 10, 37. BREAKFAST BAR TOP. CONTRACTOR TO COORDINATE 2x PONY WALL HEIGHT AND MATERIAL WITH BUILDER. PROVIDE ELECTRICAL CONDUIT IN FLOOR SLAB AS REQUIRED, COORDINATE WITH ALL TRADES, 49. COORDINATE FINISH FLOOR MATERIAL AND LIMIT OF FINISH W/ OWNER. 50. COORDINATE CABINETRY/ SHELVING WITH BUILDER, 51. REFER TO ELECTRICAL DRAWINGS FOR SMOKE DETECTORS AND EXHAUST U T FAN CA7 LO TONS AND WRING E REQUIREMENTS. T MEN S. 56, LOCATION OF SKYLIGH T ABOVE. INSTALL PER MANUFACTUERS SPECIFICATIONS. 59, HA NDRAIL. 60. GUARDRAIL 63, REFER TO SHEET AD1 FOR ALL TYPICAL ARCHITECTURAL DETAILING, 64. CEILAYER LING TYPE X UTILIZING BOARD FLOOAYER 1/2' GYPSUM DFRA SHALL BE REQUIRED EQ AT GARAGE TIRED AT)GA GE Contact the Building Department at 379-4450 prior to m6ldng bhal' or revisions t© the appr AREA CALCULATIONS' LIVABLE AREA ................................ 1955 S.F. 2-CAR GARAGE/STORAGE ................. 516 S.F. COVERED ENTRY ..........44 .................. 80 S.F. COVERED DECK ........................... 250 S.F. TOTAL .................................... 2801 S.F, OPT. 1-CAR GARAGE...... TOTAL GARAGE AT OPT.) +248 . S.F. ..................... .. LIV. AT OPT.) 764 S.F. ................................ TOTAL LIV. AT OPT.) +59 S.F. ........................ 2014 S.F. q A OPT. BONUS RM..... ... ...+325 TOTAL LIV. AT OPT.) S.F. . ...................... 2280 S.F. GARAGE AT OPT. BONUS RM)............. -17 S.F. TOTAL GARAGE AT OPT.) ................... 499 S.F. OPT. DETACHED/ATTACHED COTTAGE S A 292 S.F. OPT. DETACHED/ATTACHED COTTAGE, ("B')280 S.F. OPT. DETACHED/ATTACHED COTTAGE, ("C") 308 S.F. COV. DECK ® OPT. ATTACHED COTTAGE) +80 S-F. TOTAL COVERED DECK © OPT............ 330 S.F. 8 111 REGISTERED ARCHITECT WAYNE PRESTO PEARS STATE OF WA H11,J :TOrN Wn Olympic Terrace Port Ludlow 70 Breaker Lane Port Ludlow, Washington 98365 Phone: (360) 437-2101 Linderoth Associates Architects o Planners 8130 North 86th Place Scottsdale, Arizona 85258 Phone: (480) 941-0840 A181 PLAN 1 PROJECT # 02-024c: WALL SCHEDULE EXTERIOR WALLS F A] 0 EXTERIOR FINISH/STUCCO SYSTEM PER SPECIFICATIONS, EXTERIOR FACE. REFER TO ELEVATIONS FOR ADD'L FINISH APPLICATIONS 0 2X4 WOOD STUDS, SPACING PER STRUCT. DWGS. 0 BATT INSULATION 0 ALL STUD SPACES PER DIVISION 7 SPECIFICATIONS 0 1/2" GYP. BD. TYP. INTERIOR SUBSTRATE* Ed 0 SAME AS "A*, EXCEPT: 2X6 WOOD STUDS, SPACING PER STRUCT. DWGS. [,421 0 NO BATT INSULATION 0 WALL [A 3] 0 5/8" TYPE X GYP. BD. INTERIOR SUBSTRATL* [A74 0 2X STUD FURROUT PER DIMENSION 0 SAME AS "A". EXCEPT: 2X8 WOOD STUDS, SPACING PER STRUCT. DWGS. - I INTERIOR WALLS 0 2X4 WOOD STUDS, SPACING PER STRUCT. DWGS, TYPICAL INTERIOR WALL. LIMITING HEIGHT 14'-0' (10'-0" MERE UNSUPPORTED LATERALLY) 0 1/2" GYP. BD. TYP. INTERIOR SUBSTRATE? * SAME AS "B', EXCEPT: F5 11 • 2x6 WOOD STUDS, SPACING PER STRUCT. PLUMBING/BEARING WALL 0 SAME AS "B". EXCEPT- 2x8 WOOD STUDS, SPACING PER S-,.PUCT. 0 SAME AS "8*, EXCEPT: ES ' BATT INSULATION 0 ALL STUD SPACE75 EPrr. DIVISION 7 SPECIFICATIONS 9 2x4 WOOD STUDS, SPACING PER -' -,RUCT. DWGS. 5/8- TYPEJX GYP. BD. GARAGE S:r,,- INTERIOR SUBSTRATE" 0 1/2" GYP. BD. LIVING SPACE INRRIM SUBSTRATE * • BATT INSULATION 0 ALL STUD SPACES PER DIVISION 7 SPECIFICATIONS • SAME AS "C", EXCEPT: 2x6 WOOD STUDS, SPACING PER STRUCT. DWGS. `PROVIDE WATER RESISTIVE GYPSUM BOARD 0 ALL WET AREAS (E.R. #1874) NOTE: REFER TO STRUCTURAL PLANS FOR LOCATIONS OF SHEAR WALL AND BEARING WALL CONDITIONS. COORDINATE WITH THIS PLAN. — — — — — — — ---- — — — — — — — _.----------•---- — - — — — — BEDROOM 2 (10'-I " CL&) x E3 %D � _ I .. . ... . ..... BONUS ROOM Al Al !Q Nt x r f 5-:2656, S.H. All l 51-o 11 3 I-o 11 71-0 11 .20 ------------------------------------------ NOTE. REFER TO OPTION #1 THIS SHEET FOR BALANCE Of! PLAN LAYOUT. OPT. BONUS ROOM . . .... . ....... ....... .. . . . ..... .... . .. ....... ... OPT. S.G.D. I AT DEN - ' 9 -9 All ---* ................... ........... ...... Lx.... ..... . .. . .... ...... x . . . ... ...... NNE Fa VA Cal .............. 1&&0 FI, (TEMP-) Nt - - - - - - - L//-/ 112, L-1 'I HALL I 21-4U J 1-4u E _—K ------------------ E�Mp MUD ROOM 24 -T r­ r L------ 0 4cl 4aO BATH 2 50 : C,1_6) 4" X 24 PLENUM FOR 5UFT AIR UP 2R 2111m V--7= 1 A X-4 Y 18 FRAME FOR. FULL ]POAN STAIR m1NW 71 - — — — — — — — — — 2-CAR GARAGE 2565 H.G. MTL. QJ0 MAY REQUIRE STE'.'v(S) EASED ON LNE, GI (10'-I" CLC7) RET &OW E31 -PASS > 2680 E31 FE31 3 F1 A t 016050 GARAGE DOOR F X': 114 1_111 of -Ili _^11 iw' I Al I FROST- - — — — — — — — — — — — — — — — — — — — FREE 6 ZII BEDROOM 2 m c� :_ n _ O �, I %Q E53 I k -'r era Bl J_ rE311 F5_3 IV lu 1-CAR GARAGE I A2 [,]4 (10'-1" CI-6) of < [4 I W A] [,A 2] U11 A2 03-:2656 H. PERMIT # BLP 04-0533(�' - - - - - - - -- - - - - - - - - - - - - - - - -- - - - J11 OPP - - - - - - - --- - - - - - - - - --- - - - - I I -ON 3 1-011 7'-0" 51-01 I -oil I NOTE: ALL EXTERIOR 5TAIR5 SHALL BE cooRzPINATEIP WITH THE CIVIL DRAWINGS WITH 2 I-oll MAX. R15ER OF -1 3/4" ANIP 0 201-0 MIN. TREAD OF 10" r'rP. NOTE: ALL WINDOW AND OPT. `1-CAR GARAGE DOOR 01MENSIONS ARZ 3 0 5HONN IN FOOT AN:; INCHES n,, n,, 51000I A k I f N r I "r I f N%-'7 1/4 1 1-0 a CONTACT: NAME LA§f PPRWAWY: kWF F%LE: >1::k glglAqq�} XREFS: X-STAMP; XT_PLAN1; X-PLAN01; X-PLAN131; -CASITAS; X_WALL; XREF LAST OPT. TEC CENTER . .DWG TIME: 17:01 06/14/2004 XREFS: X-PLAN81: X CASITAS: LAN 1 Revisions: 0 - 0- Keyed Notes: 1. REFER TO GENERAL ARCHITECTURAL NOTES AND SPECIFICATIONS FOR MATERIALS, FINISHES, AND AND GENERAL CONSTRUCTION INFORMATION. REFER TO GO SHEET(S) FOR STANDARD ARCHITECTUAL DETAILS WHERE PRESENT) REFER TO STRUCTURAL DRAWINGS FOR SPECIFIC CONSTRUCTION SPECIFICATIONS AND STRUCTURAL DETAILS. CONTRACTOR SHALL COORDINATE ALL ARCHITECTURAL REFERENCES SHOWN WITH ENGINEERING CONSULTANT'S DRAWINGS. THIS ARCHITECTS OFFICE SHALL BE NOTIFIED IN WRITING OF MY DISCREPANCIES PRIOR TO START OF CONSTRUCTION. ALL DOCUMENTS ARE NOT APPROVED FOR CONSTRUCTION PURPOSES UNTIL THEY HAVE BEEN REVIEWED AND APPROVED BY THE APPLICABLE JURISDICTION'S BUILDING/ SAFETY DEPARTMENT. CONTACT THE BUILDING COMPANY NAMED BELOW FOR VERIFICATION OF APPROVAL AND READ ALL SHEETS THOROUGHLY PRIOR TO START OF CONSTRUCTION. 2. REFER TO U.L,/ I.C.B.O. APPROVED TESTING FACILITY CERTIFICATION NUMBERS FOR SPECIFIED ASSEMBLY OF COMPONENTS AND PRODUCTS THAT ARE REFERENCED BY DIVISION AND SPECIFICATIONS. 1 DIMENSIONS OF FLOOR PLAN(S) ARE SHOWN TO FACE OF STUD TYPICALLY UNLESS OTHERWISE NOTED. CONTRACTOR TO VERIFY ROUGH OPENING REQUIREMENTS OF ALL DOOR AND WINDOW UNITS PRIOR TO START OF CONSTRUCTION. 4. PROVIDE INSULATION AT ALL WALL AND CEILING LOCATIONS SEPARATING CONDITIONED FROM NON -CONDITIONED SPACES, REFER TO WALL SCHEDULE AND GENERAL ARCHITECTURAL NOTES FOR MINIMUM WALL AND CEILING INSULATION REQUIREMENTS. 5. ODENOTES SECURITY DEVICE 6. REFER TO GENERAL ARCHITECTURAL NOTES, DIVISION 6, FOR FIRE/ DRAFT STOPS. 7. REFER TO GENERAL ARCHITECTURAL NOTES, DIVISION 12, FOR MATERIALS, SPECIFICATIONS, AND FIXTURE REQUIREMENTS. 9. COORDINATE CLOSET ROD AND SHELF WITH BUILDER. 10. EXTERIOR CONCRETE FLATWORK- REFER TO GENERAL ARCHITECTURAL NOTES, DIVISION 3 11. INTERIOR ARCHITECTURAL FEATURE, REFER TO INTERIOR ELEVATIONS and/or FLOOR PLANS FOR DIMENSIONS, HEIGHT, AND ADO'L INFO. 13. LINE OF SOFFIT/ CEILING TRANSITION, REFER TO INTERIOR ELEVATIONS and/or EXTERIOR ELEVATIONS FOR ADD'L INFO. 14. PROVIDE 1 3/4' SOLID CORE WOOD DOOR AND FRAME; SELF -CLOSING WITH SMOKE CONTROL SWEEPS AND SEALS AT THIS LOCATION. 18. ATTIC SCUTTLE. REFER TO GENERAL ARCHITECTURAL NOTES, DIVISION 6. 19. WATER HEATER ON +18' HIGH PLATFORM WITH T. & P.R.V. FULL-SIZE DRAIN LINE TO EXTERIOR. REFER TO GENERAL ARCHITECTURAL NOTES, DIV. 16 20. UTILITY SERVICE: LOCATE EQUIPMENT AND METERS PER UTILITY COMPANY SPECIFICATIONS AND STANDARDS. CONTRACTOR TO VERIFY SERVICE BEING PROVIDED, 22. LINEN CLOSET W/ SHELVES PER OWNER. 23. BASE CABINET \ LINEN. SEE INT, ELEVS, 24. LINE OF UPPER CABINETS/SHELVES. 34. STEEL PIPE BOLLARD. 35. PREFABRICATED DECORATIVE GAS APPLIANCE/ FIREPLACE. REFER TO ARCHITECTURAL GENERAL DIVISION 10. 49, COORDINATE FINISH FLOOR MATERIAL AND LIMIT OF FINISH W/ OWNER, 50, COORDINATE CABINETRY/ SHELVING WITH BUILDER, 51, REFER TO ELECTRICAL DRAWINGS FOR SMOKE DETECTORS AND EXHAUST FAN LOCATIONS AND WRING REQUIREMENTS. 52. REFER TO STANDARD FLOOR PLAN FOR BALANCE OF INFORMATION. 63. REFER TO SHEET AD1 FOR ALL TYPICAL ARCHITECTURAL DETAILING, 64, (1) LAYER 1/2' GYPSUM BOARD AT GARAGE CEILING. (1) LAYER 5/8TYPE X' GYPSUM BOARD SHALL BE REQUIRED AT GARAGE CEILING WHEN UTILIZING FLOOR FRAMING ABOVE. intact the Building Dopartm', at 379-4450 prior to making chat-1966 or revisions to the approved plans WAYNE STATE Olympic Terrace REGISTERED ARCHITECT Port Ludlow 70 Breaker Lane Port Ludlow, Washington 98365 Phone. (360) .1*7-2101 Linderoth Associates Architects o Planners 8130 North 86th Place Scottsdale, Arizona 85258 Phone: (480) 941-0840 A1.2 PLAN I PRO.IFCT 4 02-024r. OPT. BONUS ROOM . . .... . ....... ....... .. . . . ..... .... . .. ....... ... OPT. S.G.D. I AT DEN - ' 9 -9 All ---* ................... ........... ...... Lx.... ..... . .. . .... ...... x . . . ... ...... NNE Fa VA Cal .............. 1&&0 FI, (TEMP-) Nt - - - - - - - L//-/ 112, L-1 'I HALL I 21-4U J 1-4u E _—K ------------------ E�Mp MUD ROOM 24 -T r­ r L------ 0 4cl 4aO BATH 2 50 : C,1_6) 4" X 24 PLENUM FOR 5UFT AIR UP 2R 2111m V--7= 1 A X-4 Y 18 FRAME FOR. FULL ]POAN STAIR m1NW 71 - — — — — — — — — — 2-CAR GARAGE 2565 H.G. MTL. QJ0 MAY REQUIRE STE'.'v(S) EASED ON LNE, GI (10'-I" CLC7) RET &OW E31 -PASS > 2680 E31 FE31 3 F1 A t 016050 GARAGE DOOR F X': 114 1_111 of -Ili _^11 iw' I Al I FROST- - — — — — — — — — — — — — — — — — — — — FREE 6 ZII BEDROOM 2 m c� :_ n _ O �, I %Q E53 I k -'r era Bl J_ rE311 F5_3 IV lu 1-CAR GARAGE I A2 [,]4 (10'-1" CI-6) of < [4 I W A] [,A 2] U11 A2 03-:2656 H. PERMIT # BLP 04-0533(�' - - - - - - - -- - - - - - - - - - - - - - - - -- - - - J11 OPP - - - - - - - --- - - - - - - - - --- - - - - I I -ON 3 1-011 7'-0" 51-01 I -oil I NOTE: ALL EXTERIOR 5TAIR5 SHALL BE cooRzPINATEIP WITH THE CIVIL DRAWINGS WITH 2 I-oll MAX. R15ER OF -1 3/4" ANIP 0 201-0 MIN. TREAD OF 10" r'rP. NOTE: ALL WINDOW AND OPT. `1-CAR GARAGE DOOR 01MENSIONS ARZ 3 0 5HONN IN FOOT AN:; INCHES n,, n,, 51000I A k I f N r I "r I f N%-'7 1/4 1 1-0 a CONTACT: NAME LA§f PPRWAWY: kWF F%LE: >1::k glglAqq�} XREFS: X-STAMP; XT_PLAN1; X-PLAN01; X-PLAN131; -CASITAS; X_WALL; XREF LAST OPT. TEC CENTER . .DWG TIME: 17:01 06/14/2004 XREFS: X-PLAN81: X CASITAS: LAN 1 Revisions: 0 - 0- Keyed Notes: 1. REFER TO GENERAL ARCHITECTURAL NOTES AND SPECIFICATIONS FOR MATERIALS, FINISHES, AND AND GENERAL CONSTRUCTION INFORMATION. REFER TO GO SHEET(S) FOR STANDARD ARCHITECTUAL DETAILS WHERE PRESENT) REFER TO STRUCTURAL DRAWINGS FOR SPECIFIC CONSTRUCTION SPECIFICATIONS AND STRUCTURAL DETAILS. CONTRACTOR SHALL COORDINATE ALL ARCHITECTURAL REFERENCES SHOWN WITH ENGINEERING CONSULTANT'S DRAWINGS. THIS ARCHITECTS OFFICE SHALL BE NOTIFIED IN WRITING OF MY DISCREPANCIES PRIOR TO START OF CONSTRUCTION. ALL DOCUMENTS ARE NOT APPROVED FOR CONSTRUCTION PURPOSES UNTIL THEY HAVE BEEN REVIEWED AND APPROVED BY THE APPLICABLE JURISDICTION'S BUILDING/ SAFETY DEPARTMENT. CONTACT THE BUILDING COMPANY NAMED BELOW FOR VERIFICATION OF APPROVAL AND READ ALL SHEETS THOROUGHLY PRIOR TO START OF CONSTRUCTION. 2. REFER TO U.L,/ I.C.B.O. APPROVED TESTING FACILITY CERTIFICATION NUMBERS FOR SPECIFIED ASSEMBLY OF COMPONENTS AND PRODUCTS THAT ARE REFERENCED BY DIVISION AND SPECIFICATIONS. 1 DIMENSIONS OF FLOOR PLAN(S) ARE SHOWN TO FACE OF STUD TYPICALLY UNLESS OTHERWISE NOTED. CONTRACTOR TO VERIFY ROUGH OPENING REQUIREMENTS OF ALL DOOR AND WINDOW UNITS PRIOR TO START OF CONSTRUCTION. 4. PROVIDE INSULATION AT ALL WALL AND CEILING LOCATIONS SEPARATING CONDITIONED FROM NON -CONDITIONED SPACES, REFER TO WALL SCHEDULE AND GENERAL ARCHITECTURAL NOTES FOR MINIMUM WALL AND CEILING INSULATION REQUIREMENTS. 5. ODENOTES SECURITY DEVICE 6. REFER TO GENERAL ARCHITECTURAL NOTES, DIVISION 6, FOR FIRE/ DRAFT STOPS. 7. REFER TO GENERAL ARCHITECTURAL NOTES, DIVISION 12, FOR MATERIALS, SPECIFICATIONS, AND FIXTURE REQUIREMENTS. 9. COORDINATE CLOSET ROD AND SHELF WITH BUILDER. 10. EXTERIOR CONCRETE FLATWORK- REFER TO GENERAL ARCHITECTURAL NOTES, DIVISION 3 11. INTERIOR ARCHITECTURAL FEATURE, REFER TO INTERIOR ELEVATIONS and/or FLOOR PLANS FOR DIMENSIONS, HEIGHT, AND ADO'L INFO. 13. LINE OF SOFFIT/ CEILING TRANSITION, REFER TO INTERIOR ELEVATIONS and/or EXTERIOR ELEVATIONS FOR ADD'L INFO. 14. PROVIDE 1 3/4' SOLID CORE WOOD DOOR AND FRAME; SELF -CLOSING WITH SMOKE CONTROL SWEEPS AND SEALS AT THIS LOCATION. 18. ATTIC SCUTTLE. REFER TO GENERAL ARCHITECTURAL NOTES, DIVISION 6. 19. WATER HEATER ON +18' HIGH PLATFORM WITH T. & P.R.V. FULL-SIZE DRAIN LINE TO EXTERIOR. REFER TO GENERAL ARCHITECTURAL NOTES, DIV. 16 20. UTILITY SERVICE: LOCATE EQUIPMENT AND METERS PER UTILITY COMPANY SPECIFICATIONS AND STANDARDS. CONTRACTOR TO VERIFY SERVICE BEING PROVIDED, 22. LINEN CLOSET W/ SHELVES PER OWNER. 23. BASE CABINET \ LINEN. SEE INT, ELEVS, 24. LINE OF UPPER CABINETS/SHELVES. 34. STEEL PIPE BOLLARD. 35. PREFABRICATED DECORATIVE GAS APPLIANCE/ FIREPLACE. REFER TO ARCHITECTURAL GENERAL DIVISION 10. 49, COORDINATE FINISH FLOOR MATERIAL AND LIMIT OF FINISH W/ OWNER, 50, COORDINATE CABINETRY/ SHELVING WITH BUILDER, 51, REFER TO ELECTRICAL DRAWINGS FOR SMOKE DETECTORS AND EXHAUST FAN LOCATIONS AND WRING REQUIREMENTS. 52. REFER TO STANDARD FLOOR PLAN FOR BALANCE OF INFORMATION. 63. REFER TO SHEET AD1 FOR ALL TYPICAL ARCHITECTURAL DETAILING, 64, (1) LAYER 1/2' GYPSUM BOARD AT GARAGE CEILING. (1) LAYER 5/8TYPE X' GYPSUM BOARD SHALL BE REQUIRED AT GARAGE CEILING WHEN UTILIZING FLOOR FRAMING ABOVE. intact the Building Dopartm', at 379-4450 prior to making chat-1966 or revisions to the approved plans WAYNE STATE Olympic Terrace REGISTERED ARCHITECT Port Ludlow 70 Breaker Lane Port Ludlow, Washington 98365 Phone. (360) .1*7-2101 Linderoth Associates Architects o Planners 8130 North 86th Place Scottsdale, Arizona 85258 Phone: (480) 941-0840 A1.2 PLAN I PRO.IFCT 4 02-024r.