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HomeMy WebLinkAboutBLD2004-00451 II S UILDING PERMIT APPLICAOISN MRAO-00 07 eview Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD04-00451 Received Date: 7/1/2004 SITE ADDRESS: 264 OSPREY LN BRINNON, 98320 OWNER: PAUL F MUTTY PHONE: (206) 842-6115 LISA DELANCEY MUTTY 9435 BATTLE POINT DR NE BAINBRIDGE ISLAND WA 98110-3489 SUBDIVISION: PULALI POINT PARTNERS LARGE LO Block: Lot: 4 PARCEL NUMBER: 601185004 Section: 18 Township: 26 N Range: 01 W CONTRACTOR: SEAHOME SERVICES, INC 7425 THORNDYKE RD PHONE: (360)765-3749 QUILCENE WA 98376 Contractor's License SEAHOSI077KS Expires 11/17/2005 REPRESENTATIVE: THOMAS LAWRENCE PHONE: (206) 332-1832 320 TERRY AVE N SEATTLE WA 98109 PROJECT DESCRIPTION BEACH ACCESS STAIRS - NEW TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 2,800.00 ADD'L: HEAT TYPE: CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain Routing Date: hL � 4 -.__ F&W Landslide 7Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Ar�r.•JJ�rp��� Permit $83.25 KAS 07/01/04 66431 V Plan Check $54.11 KAS 07/01/04 66431 JUL 2 g 2004 State Building Code $4.50 KAS 07/01/04 66431 Total: $141.86 Jefferson County Planning & Building Department s- /kJ/0,1—d 4 5ON Jefferson Department of Community Developed w�� °°�,� • 621 Shan Jefferson__ Townsend WA 8836813601378-4450 4_ � C�� ? rm OBApo gat.00n° . - O o ,4SHlN°' '. 1r Building Type: I i_ �_t-i. Or (,J ."CP_ I tii .- yP Project Type: — -Frame Type: ❑ Single Family New ❑ Garage Attached Detached PT�OF Cr ' - '�� Nit Wood g / ❑ Addition >yi Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units 0 Demolition 0 Other: ❑ Industrial 151. Other: 15•66.Gt{ Isecc ss. STht'( . Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Proposed: ❑ IndividualSystem Total: Total: ❑ Woodstove ❑ Propane If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: U Private well U Two Party Well❑ Public:Name of water system: Square Footage: Office Use For Office Use Only ,Q Main Floor Consistency Review 1 2ND Floor Base fee 23 , 3rd Floor Plan Check fee 51 - Htd Basement State Surcharge fee .1 Unhtd Basement Subtotal I $9 8C' Garage/Carport Pot Water Review fee e Decks 911/Rd Approach fee e' Commercial TOTAL I 9.142 Industrial Receipt# Co( 13 Other Cash/Check# 5 5 D-q Initials Date h7/ I/01- EstimatedCost: $2 j SOD.O0 If within 200'of the Shoreline, Distance to Bank o Or ' High Water MarD I 0 ft Bank Height 8 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:�� U- 2„--, Date: -iv N - Z 7 OVER ► G:\PermitCenter\FORMS\BLDG FORMS\BLDPertnit 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 #: BLD04-00451 Received Date 07/1/2004 SITE ADDRESS: 264 OSPREY LN Issue Date 07/28/2004 BRINNON, 98320 APPLICANT: PAUL F MUTTY PHONE: (206)842-6115 LISA DELANCEY MUTTY 9435 BATTLE POINT DR NE BAINBRIDGE ISLAND WA 98110-3489 SUBDIVISION: PULALI POINT PARTNERS LARGE LO Block: Lot: 4 PARCEL NUMBER: 601185004 Section: 18 Township: 26 N Range: 01 W CONTRACTOR: SEAHOME SERVICES, INC PHONE: (360)765-3749 7425 THORNDYKE RD QUILCENE WA 98376 Contractor's License: SEAHOSI077KS Expires: 11/17/2005 PROJECT DESCRIPTION: BEACH ACCESS STAIRS - Reviewed through Shoreline CUP (SDP 03-670) REQUIRED INSPECTIONS: SETBACKS: [3 ( `pk [ ] UFFER: XFooting: 1, `I Foundation: [ ] Stormwater FINAL Approval: [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : Framing: f 1 Plumbing: [ ] Propane Tank/ Lines: [ ] Insulation: f 1 Sheetrock: [ ] Septic Sytem Final Approval: f 1 Road Approach Final Approval: [ ] Zoning Final Approval:341 Final/Occupancy Approval: `7�) / HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE REVERSE • SPECIAL CONDITIONS FOR CIE # BLD04-00451 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 7/20/04 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: Shoreline (conservancy), seismic hazard, eagle habitat, and stormwater. 2.) The Shoreline CUP for the stairs to the beach (SDP 03-38) included a Notice of Application and Preliminary Threshold Determination. The Notice of Application and Preliminary Threshold Determination of a Determination of Non-Significance (DNS)was published in the Port Townsend/Jefferson County Leader on January 21, 2004. The optional DNS process of WAC 197-11-355 (SEPA Rules)was utilized. Agencies and adjacent property owners were sent notice of the proposal on January 20, 2004. The property was posted on February 10, 2004. The comment period for the Threshold Determination expired on February 4, 2004. No comments were received on the Threshold Determination. Notice of Public Hearing and Final Threshold Determination: A Public Hearing before the Hearing Examiner was scheduled for April 6, 2004 at 1 p.m. in the First Floor Conference room of the Jefferson County Courthouse. The Notice of Public Hearing and Final Threshold Determination of a DNS was published in the Port Townsend/Jefferson County Leader on March 3, 2004. The optional DNS process of WAC 197-11-355 was utilized. Agencies and adjacent property owners were sent notice of the public hearing on March 1, 2004. The property was posted on March 3, 2004. The deadline to appeal the Final Threshold Determination was March 17, 2004. No appeals were received by this deadline. SDP 03-38 was approved with 14 conditions of approval on April 21, 2004. A residence (BLD 04-165)was approved on May 4, 2004 that also included a consistency review. 3.) The site plan as submitted with the building permit application (BLD 04-451) on July 1, 2004 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated July 21, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) This approval is for an eight foot high set of stairs to the beach 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. 5.) The proposal shall be implemented in conformance with the conditions of approval from SDP 03-38. See attached document in Permit Plan dated July 20, 2004 from the Tom Lawrence. Based on this letter the proposal will be in conformance with the conditions of approval. I:\F_BLD_Permit_Buildng.rpt 10/29/19 Lawrence Architecture 20 July 2004 APPROV i. _ I SITE PLAT i Memo JUL 2 i � Mr. Greg Ballard JEFFERSON CO' Jefferson County f ^T^T.OF COM T • `' URE: Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 Re: Mutty BLD 04-451 for stairs to the beach Dear Greg: The following are comments/responses to the conditions of approval for SDP 03- 566. 1. i.The provisions of the submitted Drainage and Erosion Control Plan will be followed during the course of construction. ii. No trees or native vegetation will be removed during the course of construction. 2. All debris will be disposed of in such a manner to prevent any debris from entering the adjacent water. 3. Best Management Practices as approved by the Washington Department of Fish and Wildlife will be followed to prevent chemicals and/or preservatives from leaching into the water or shore bed. 4. As is indicated in the drawings submitted, the stairway will be constructed to harmonize with the local shoreline environment to the maximum extent practicable. 5. Construction will be in substantial compliance with the site plan submitted during the permit process or as it may be amended hereafter by Jefferson County and/or Washington State Department of Ecology. 6. As per the submitted plans, no fill or other material will be placed in waters or intertidal areas of Jefferson County. ■ ■ ■ 320 Terry Avenue N Seattle Washington 98109 206.332.1832 F:206.332.1834 Lawrence Architecture 7. Any new work within the jurisdiction of the Shoreline Program other than as the work described in the submitted drawings for this permit will receive separate review by Jefferson County. 8. Substantial progress towards project completion will occur within 2 years of permit issuance. 9. Prior to construction, Jefferson County Department of Community Development will be contacted with estimated timelines for monitoring and plan compliance. 10. The contractor,who will be performing this work,is SeaHome Services, Inc., 7425 Thorndyke Road, Quilcene, WA 98376 (License number SEAHOS 1077KS) 11. The applicant will investigate utilizing this structure as a joint use facility/joint ownership facility with neighboring property owners. 12. No construction, equipment, or materials will be located waterward of the OHWM. 13. If archeological resources are encountered in the course of development activities,work will cease immediately and the Jefferson County Department of Community Development, the Washington Office of Archeology and Historic Preservation, and the Skykomish Tribe will be noticed. No work will proceed until the site has been examined by a professional Archeologist and appropriate measures are taken to avoid impacts to the archeological resources. 14. The work will comply with the conditions of the WDFW eagle management plan approved March 17, 1993. Please let me you if you have any questions or need further clarification to any of the above responses. Thank you for your continued assistance with this project. 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L1nlhl)p''' 7 , 1,yr(,.1..r'AI:iten7 tyir ,jib• f k'i,litil Aty' ` 4 , 1 tio�s TANG SO �N W11,111, 55605621"W bg5.41' N 5108E Ig4.62' �00, 90' 2"W by / 80 �54203Q � 60, 3\ Yea Q ° >8, BRACKET /o, LINE OF 5ETBACK PEDE5TRIAN EASEMENTGO TOP OF BANK MEAN HIGH WATER ; LINE ' ' ' 0 25 50 100 TIDELAND5 OPEN / SPACE (ALL 2ND GLA55 TIDELAN75 SCALE: 1" = 50'-0" ABUTTIN6 5EG. 11) / 2. SITE PLAN PRE55URE TREATED 6X6 FRAME FOR 6ATE 6ALVANIZED 1/2" X 3/16" y STEEL PLATE RABBETED TO 6X6 FRAME 6ALVANIZED 1 1/2" 5QUARE X .120" DIAMETER "UNTRIMMED BALANCED 5TUB" WIRE MESH 3/4" 6ALVANIZED I" X 3/16" 5TEEL PLATE FRAME WELDED TO WIRE MESH METAL HINGE 6ALVANIZED 2X2 STEEL TUBE GATE FRAME SCALE: 1 1/2" = 1'-0" 3. STAIR ACCESS / GATE JEFFERSON COUNTY DcD BUMNG PLAN REVIEW 00 APPROVED AS 8U6MnrrFp APPROVED AIS NOTM © ItLm 11 Revia I077 pig an Y errors or am "moved excepting Pass inspection l All work must all aPPllcable code and a ante with gulations. co C n STRUCTURAL NOTES I. ALL MATERIALS, NORKMAN5HIP DE516N AND GON5TRUCTION SHALL CONFORM TO THE DRANIN65, 5PEGIFICATION5, OF THE UNIFORM BUILDING CODE (CURRENT EDITION). 2. CONTRACTOR 5HALL VERIFY ALL EXI5TIN6 CONDITION5 PRIOR TO GOMMENGIN6 ANY WORK AND DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIE5 PRIOR TO GOMMENGIN6 EXCAVATION, AND NOTIFY ARCHITECT OF D15GREPANGIE5 AND GONFLIGT5. 3. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE 5TRUCTURE AND 5TRUCTURAL GOMPONENT5 UNTIL ALL FINAL GONNECTION5 HAVE BEEN GOMPLETED IN ACCORDANCE WITH THE PLAN5. 4. CONTRACTOR SHALL BE RE5PON51BLE FOR ALL 5AFETY PREGAUTION5 AND THE METHOD5, TEGHNIQUE5, SEQUENCES OR PROGEDURE5 REQUIRED TO PERFO� THE WORK. THE ARCHITECT HA5 NO OVERALL 50PERV15ORY AUTHORITY OR ACTUAL AND/OR DIRECT RE5PON5113ILI1Y FOR THE 5PEGIFIG HORKIN6 GONDITION5 AT THE 51TE AND/OR FOR ANY HAZARDS RE5ULTIN6 FROM THE AGTION5 OF ANY TRADE GONTR ACTOR. THE ARCHITECT HA5 NO DUTY TO INSPECT, 5UPERVI5E, NOTE, CORRECT, OR RFrORT ANY HEALTH OR SAFETY DEFICIENGIE5 OF THE oHNER, GONTRAGTOR5, OR (-iHER ENTITIES OR PER5c'n AT THE PROJECT 51TE. 5. DRAHIN65 INDICATE 6ENERAL AND TYPICAL DETtiL5 OF GON5TRUGTION. WHERE GONDITION5 ARE NOT 5PEGIFICALLY INDICATED rjT ARE OF 51MILAR GHARAGTE:R TO DETAILS 5HOHN, 5IMILAR DETAIL5 OF CON5TRi�,TION SHALL BE U5ED, SUBJEGT TO REVIEW AND APPROVAL BY THE ARCHITECT. CONCRETE 6. CONGRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN AGGORDANGE HITH UBG 5EGTION 1c05 AND AGI 301 GONGRETE SHALL ATTAIN A 28-DAY 5TREN6TH OF f'c = 2,500 P51 AND MIX 5HALL CONTAIN NOT LE55 THAN 5 1/2 5AGK5 OF CEMENT PER GUBIG YARD AND 5ALL BE PROPORTIONED TO PRODUCE A 5LUMP OF 5" OR LE55. I. REINFORGIN6 5TE=1 SHALL CONFORM TO A5TM A615 (INGLUDIN6 5UPPLEMENT 51), GRADE 60, Fy = 60,000 P5. 8. REINFORCING STET 5HALL BE DETAILED (INGLUDIN6 HOOK5 AND BEN05) IN ACCORDANCE HITH ICI 315-80 AND 30-83. q. GONGRETE PROTE,TION (COVER) FOR REINFORGIN6 STEEL SHALL BE A5 FOLLOH5: FOOTIN65 AND OPER UNFORMED 5URFAGE5, EARTH FACE 3" ALL OTHER 5URFA(E5 1-1/2" HOOD 10. FRAMING LUMBEE SHALL BE KILN DRIED OR MG-Iq, AND GRADED AND MARKED IN CONFORMANCE HITf H.G.L.I.B. STANDARD GRADING RULE5 FOR WE5T GOA5T LUMBER NO. 11, LATEST EDITION. RRN15H TO THE FOLLOWING MINIMUM 5TANDARD5: BEAM5 AND 5TRINc,FRZ5: (INGLUDIN6 4X, 6X AND LARGER MEMBER5): DOU6LA5 FIR NO. I; MINIMUM 5A51G DES6N 5TRE55, Fb = 1350 P51 P05T5 AND TIMBEF5: (bXb AND LARGER MEMBERS): DOU6LA5 FIR NO. I; MINIMUM BA510 DE516N 5TRE55, Fc = 1000 P51 5TUD5. PLATES 4 1h15GELLANEOU5 LIGHT FRAMING: DOUGLA5 FIR OR HEM -FIR NO. 2 11. TIMBER GONNEGT)R5 GALLED OUT BY LETTER5 AND NUMBER5 SHALL BE "STRONG -TIE" BY 51MP50N GOMPANY. PROVIDE NUMBER AND 517E OF FA5TENER5 A5 5PEGIFIED BY MANUFACTURER. G,>NNEGTOR5 SHALL BE INSTALLED IN AGGORDANGE HITH THE MANUFAGTURER'5 RZGOMMENDATION5. HHERE GONNEGTOR 5TRAP5 CONNECT THO MEMBER5, PLACE 04E-HALF OF THE NAILS OR BOLT5 IN EACH MEMBER. ALL BOLTS IN HOOD MEMBER5 5FALL CONFORM TO A5TM A301. PROVIDE HA5HER5 UNDER THE HEAD5 AND NUTS OF ALL EOLT5 AND LA6 5GREW5 BEARIN6 ON HOOD. UNLE55 NOTED OTHERNI5E, ALL NAL5 5HALL BE COMMON. ALL 5HIM5 SHALL BE 5EA50NED AND DRIED AND THE 5AME 6R�DE (MINIMUM) A5 MEMBER5 CONNECTED. HOOD FASTENERS 12. NAIL 51Z SPECIFIED ON DRAWINGS ARE BA5ED ON THE FOLLOWIN6 5PEGIFIGATION5: 51ZE LEN6TH DIAM:TER bd 2" 0.113" 8d 2-1/2" 0.131" IOd 2-1/2" 0.148" Ibd box 3" 0.131" 13. ALL HOOD FRAHIN6 DETAIL5 NOT 5HOHN OTHERWISE SHALL BE GON5TRUGTED TO THE MINIMUM 5TANDARD5 OF THE UNIFORM BUILDIN6 GODE. MINIMUM NAILIN6, UNLE55 OTHERWISE NOTED, SHALL CONFORM TO TABLE 23-1-0 OF THE UNIFORM BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAIL5 SHALL BE A5 SPECIFIED ABOVE. PROVIDE AA5HER5 UNDER THE HEAD5 AND NUT5 OF ALL BOLT5 AND LAC, 50REH5 BEARIN6 ON HOOD. PRE55URE TREATED 6X6 FRAME FOR 6ATE 2X2 5TEEL TUBE GATE FRAME 6ALVANIZED 1 1/2" 50UARE X .120" DIAMETER "UNTRIMMED BALANCED STUB" WIRE MESH W/ I" X 3/16" STEEL PLATE FRAME (TYP) PRE5URE TREATED 4X4 BRAGE5 AND GUARDRAIL FRAME I" DIAMETER GALVANIZED THREADED ROD. EMBED 12" DEEP IN ROCK WITH EPDXY 1/4" 6ALVANIZED 5TEEL "U" BRACKET 6" WIDE X 8" TALL WITH (2) 6ALVANIZED 5/8" DIAMETER THRU-BOLT5 Q PRE551JRE TREATED 6XI2 5TRIN6ER5 PRE55URE TREATED 442 TREADS GALVANIZED GB66 BRACKET (4 TOTAL) WITH GALVANIZED 5/8" DIAMETER THRU- BOLT5 12" DIAMETER CONCRETE FOOTIN65 H (4) #4 5AR5 VERTICAL WITH #3 0 TIE5 ® 6" O.G. L-1 NOTE: BA5E OF FOOTING BELOW 45° ANGLE FROM TOE OF BANK SIDE ELEVATION PLAN awlr A t i- - 8 2004 �, C u N111 Ty D c D FRONT ELEVATION SCALE: 3/8" =1'-0" 1. BEACH ACCESS STAIR 4719 REGIS ET R IE AHITECT THOMAS V ' 1W- ATE OF IVCE WASHINGTON PULALI POINT BEACH ACCESS STAIR 264 OSPREY LANE BRINNON WA 98320 LAWRENCE RCHITECTURE ■ ■ ■ 320 TERRY AVENUE N SEATTLE WA 98109 206.332.1832 F: 206.332.1834 PERMIT # BLO 0 4 -0 45 1 IEFFERSON COUNTY DC BEACH ACCESS STAIR DRAWINGS 8 MARCH 2O04