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HomeMy WebLinkAboutBLD2003-00134 lb MLA03-00101 BUILDING PERMIT APPLIATION Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD03-00134 Received Date: 3/5/2003 SITE ADDRESS: 10)' QUINAULT LOOP PORT TOWNSEND, 98368 OWNER: ROSS ANDERSON PHONE: (206)325-3957 MARY ROTHSCHILD 823 37TH AVE SEATTLE WA 98122-5224 SUBDIVISION: CAPE GEORGE COLONY DIV 4 Block: 11 Lot: 16 PARCEL NUMBER: 938701116 Section: 12 Township: 30 N Range: 02 W CONTRACTOR: ISLAND WEST DEV& CONSTULTING PHONE: (206)780-7850 PO BOX 10880 BAINBRIDGE ISLAND WA 98110 Contractor's License ISLANWD005Q8 Expires 1/2/2005 REPRESENTATIVE: ED RENDER PHONE: (206)780-7850 ISLAND WEST DEVELOPMENT PO BOX 10880 PROJECT DESCRIPTIOP MODULAR W/ HEATED BASEMENT TYPE OF WORK MOD SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,513 VALUATION 150,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: 1,176 HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 532 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: CAPE GEO PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 3 Seismic Streams Total: 2 Total: 3 Flood Way Floodplain Routing Date: F&W Landslide O33/7 , Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved( V E D Permit $1,273.75 MAM 03/05/03 55126 Plan Check $827.94 MAM 03/05/03 55126 Apr$ 7 2003 State Building Code $4.50 MAM 03/05/03 55126 Jefferson County Planning Potable Water Application $50.00 MAM 03/05/03 55126 & uilding pepartm e Total: $2,156.19 a • BUILDING PERMIT II Jefferson Cou Dpm 621 Sheridan nty Streeteart, Portent of TownsendCommunity, WA 98368 Development (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00134 Received Date 03/5/2003 SITE ADDRESS: 164 QUINAULT LOOP Issue Date 04/17/2003 PORT TOWNSEND, 98368 APPLICANT: ROSS ANDERSON PHONE: (206)325-3957 MARY ROTHSCHILD 823 37TH AVE SEATTLE WA 98122-5224 SUBDIVISION: CAPE GEORGE COLONY DIV 4 Block: 11 Lot: 16 PARCEL NUMBER: 938701116 Section: 12 Township: 30 N Range: 02 W CONTRACTOR: ISLAND WEST DEV& CONSTULTING PHONE: (206)780-7850 PO BOX 10880 BAINBRIDGE ISLAND WA 98110 Contractor's License: ISLANWD005Q8 Expires: 01/02/2005 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: MODULAR W/HEATED BASEMENT REQUIRED INSPECTIONS: / Qend :7_5/2 — 4ge. e7,4 ,‘&140/AW 4,1/96•AY0 [ ] Foundation: r .,►., [ ] Underground Plumbing/Underground Insulation: , ARIMIMMINIFFNc. ti. - ..z-,<l.3'ci L o/c ?pZ , /61(4:- 6 / a), 'f:.,-„,,1J,,,Y.S 6"l7-'�.'j [ ] Shear Wall: Rom. Ae/,-,/ €, 5—�r/ , [ 1 Framing/Plumbing: `1 f 1 Propane Tank/Lines: ;AiT Yi '^CS0 ... :A- [ ] Insulation: f 1 Sheetrock: f 1 Septic System Final Approval: [ ] Zoning Final Approval: f 1 Final/Occupancy Approval: .O/1/-Pal` e d i 5 ji HEALTH DEPARTMENT APPR AL RE UI ED • IOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. SPECIAL CONDITIONS APPLY -SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS FOR CASE A BLD03-00134 1.) The application was reviewed by the Jefferson County Department of Community Development staff on March 11, 2003 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: Coastal SPIZ. 2.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall)and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 3.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone)according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 4.) The applicant is proposing to create or add 2510 square feet of impervious surface and 4000 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Storm Water Calculation Sheet. The applicant submitted a calculation sheet. 5.) 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. 6.) 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). 7.) The parcel is a legal non-conforming lot that is designated as Rural Residential (RR 1:5) under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 8.) A septic system and drainfield was installed on the parcel under permit SEP94-00001. The permit was finaled July 22, 1994. 9.) This approval is for a single family residence (Modular)with Heated Basement 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 site plan as submitted with the building permit application on March 5, 2003 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 March 5/11, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 11.) Maximum impervious surface area shall not exceed 25 percent. 12.) Minimum setback from Quinault Loop right of way line shall be 20 feet, UNLESS THE CC&R'S REQUIRE A GREATER SETBACK). Minimum side and rear yard setbacks shall be 5 feet. 13.) The building height shall not exceed 35 feet. is\F_BLD_Permit_Buildng.rpt 10/29/1999 • IIIII Jefferson AIN De"went of Community Development ., „ 5 0 621 Sheridan Street,Port Townsend WA 98368(360)379-4450 a e° ' rt ? rma? App8ci ©� a e+' .-.� Project Description: Buil.'•_ 1 -: Project Type: Fra • ..-: Single F.. - _ 4 Wood ii„. .•`Attached 41:221010 Addition Steel Modular Alteration/Remodel CConcreTe)61.4'14t407- Commercial Repair Masonry Multi-family/#of Units Demolition Other. Industrial Other. Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing Existing. Sewer Community System Flectrici Oil Proposed: __13 Proposed: _ Individual System Woodstove Propane Total _ Total: -12— If not sewer,fill out the following: Heat Pump Conventional Alternative Other Permit# SEP a I_f _' Water Supply: Private well Two Party Well Public:Name of water system: C 1_-rlE C1'1-.o y Square Footage: Q For Office Use Only Main Floor /S/3 3 ! 33 Consistency Review 141.. 0 0 2ND Floor Base fee l Z—7 3 , -7 S 3rd Floor Plan Check fee 0.0: .1' 9 V Htd Basement 1/76, — 1"' ` .."2-.C/ State Surcharge fee - So Unhtd Basement -- Subtotal 2-1 s- • 17 Garage/Carport —' Pot Water Review fee I g/r 00 Decks s53.2 It1' 2 911/Rd Approach fee r r Commercialpp q 3 I I TOTAL a.3-7 S• I , Industrial Receipt# L5-6" /2 G Other Cash/Check# aia 7 Total Valuation: Initials Or Date 3 5( 0 3 Estimated st 50 If within of th oreline, Distance to Bank or Ordinary High Water Mark td/lg 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 in 'fy and h harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue against Jefferson Co as a t of o in nsequence of the granting of this permit. I further agree to rovide acres and righ of entity to Jeffe on 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 t applican s property or s cture shall be requested and shall occur during regular business hours. �j,, Signature: \ . 1 ...---- Date: 2,9 01' OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 • _, -,Q I • ",‘ _______. • .....<'1.,.., c.• \''.i. 1 .1. ..1. ... e.. n, ... , _ .. ----- ‘..------ --------:-.. ---•--- '4- cr , q E 1 _......_..... i II ...,... ,,..,\ .cui.. , • % C-------').1 9441° l3N.Sdacz-Co-(,,a . j . . i' /1Ib F...-1 4i p..4 a, (..0 .-- Ca 0- *oil iLl ' P.. ts.0 AO 0...4 .agC, 0 illk 1 I _ . I . 0 . I e2e a 07)-____. • ' ----------A- ---- --_ . — I I I I i . , I 0 s i 1 0 4.0 '..,/t 1. Ne 0 10 e -, 1 1 17.4 I1 3 I t C 54443 1 1 ill 4.4 s')-- _. , ./...,.; I bc. , , 4.2• LI" ' i --(:!' — &(1116-4' __________ ,r\( •— :7' i • •V - _ tt 4: i I fp Tfi_viec), k.1) 4:444-c-4- 5 Pt°' — ,1 1 I . it- • ..9 74.1.57-7,04,, Pa4 vvv+,2_,( ( \.9* ir — x. .3 'N. \9 Doi2.1,Axizi_crio 4. ) 4-X ...‹,,''(' ) " ?( )4' x x x x >e Col'`'51- ___ ,z.... 4) ^t --.— 0 ______ ._ _._ -_ f' r i P .E 12,&--•5E_--f z.0<-_-= (-----)4 i c i. -------__ .. _ 1 (> i :9 /V b()___ ...___ 1 '17 i (4 i t 4 ‘,.. .4 i o • (... r4 4 r t' 11 Q ak 0 iX1 I C.) r.- C.H-A Fa...Jezr t 0 •-.,.. '2 . 7-... . . ._ 1 I, ,) 1 . . .i.,i . ., ., .._. ........ Hi ;/, Ir., / ., 1 i 1 t , . , 4 ! 1 I I i '1 ifAii ~ 5 203 L q. ki it 0 4.1 c-6 ----... i.P,E:---FFP'. '..)N CO',INIv--- , LJJr:.,'t).,,•; •;,//,-,,s,.'„,', .,' / • _______,:....:L:_;, ,,L,T.L.7,,,4..C.Vr:l_CP1'ilEN:rj fi• , • . 11111111.111111111111111 --__ .i.,______i_______________ ALL GLASS AND GLAZING SHALL LEGEND DUPLEX RECEPTACLE MOUNTED AT 16' A.F.F. TO TOP OF II ELECTRICAL BOX U.N.O. r11 UCI PROTECTED DUPLEX RECEPTACLE MOUNTED AT 44' AF.F. AT VANITY Tf AND 46' A.F.F. AT KITCHEN CABINETS TO TOP OF ELECTRICAL BOX U.N.O. WEATHER PROOF GFCI PROTECTED DUPLEX RECEPTACLE MOUNTED YY AT 14' A.F.F. TO TOP OF ELECTRICAL BOX U.N.O. SWITCHED DUPLEX RECEPTACLE MOUNTED AT 16' A.F.F. TO TOP OF ELECTRICAL BOX U.N.O. iffT� 220V RECEPTACLE MOUNTED AT 30' A.F.F. TO TOP OF ELECTRICAL 11T BOX. FLOOR RECEPTACLE 7TT� OVERHEAD RECEPTACLE li FOURPLEX RECEPTACLE MOUNTED AT 16' AF.F. TO TOP OF ELECTRICAL BOX U.N.O. SINGLE POLE SWITCH MOUNTED 0 48 1/2' A.F.F. TO TOP OF ELECTRICAL BOX d• 7 THREE WAY SWITCH $4 FOUR WAY SWITCH $D SINGLE POLE SWITCH WITH DIMMER $sc SINGLE POLE SWITCH WITH SPEED CONTROL $T SINGLE POLE SNITCH WITH 24 HOUR PROGRAMMABLE TIMER `P MOUNTED 0 60' A.F.F. TO TOP OF ELECTRICAL BOX. INCANDESCENT UGHT FIXTURE } WALL SCONCE MOUNTED 0 80' AFF. TO BOTTOM OF ELECTRICAL BOX U.N.O. ® RECESSED INCANDESCENT UGHT FIXTURE INCANDESCENT FOUR LAMP VANITY UGHT ® EXHAUST FAN ® EXHAUST FAN WITH LIGHT EXHAUST FAN WITH LIGHT AND HEAT © TELEPHONE JACK MOUNTED AT 16' AFF TO TOP OF ELECTRICAL BOX U.N.O. ® TELEPHONE JACK MOUNTED AT 60' AFF TO TOP OF ELECTRICAL BOX U.N.O. Op TELEPHONE JACK MOUNTED AT 46' AFF TO TOP OF ELECTRICAL BOX U.N.O. O TELEVISION JACK MOUNTED AT RECEPTACLE HEIGHT PER LOCATION U.N.O. ® STRUCT WIRE 'MULTIPORT' MOUNTED AT RECEPTACLE HEIGHT PER LOCATION U.N.O. STRUCT WIRE 'HIDEOUT' MOUNTED AT RECEPTACLE HEIGHT PER LOCATION U.N.O. N) STRUCT WIRE 'COMPUTER NETIYORK' MOUNTED AT RECEPTACLE HEIGHT PER LOCATION U.N.O. SP WIRE ONLY FOR SPEAKER A DOOR CHIME ® DOOR BELL BUZZER O THERMOSTAT GO GARBAGE DISPOSAL Q+ DISCONNECT ELECTRICAL PANEL ❑M METER BASE OMETER BASE WITH MAIN DISCONNECT M S SMOKE DETECTOR 120V HARD WIRE W/ BATTERY BACKUP INTERCONNECTED TO SOUND ALARM IN ALL REQUIRED AREAS ELECTRIC HEATER BY KING WXXXX (Wall healer) TXXXX (Kick space heater) 'XXXX' - HEATER WATTAGE ELECTRICAL LOAD CALCULATION ELEC HEAT GENERAL LIGHTING & RECEPTACLES (3W)(3026 S.F.) ------ = 9078 W SMALL APPLIANCE & LOAD (2 0 1500)-------------- = 3000 W LAUNDRY CIRCUIT ---------------------------- = 1500 W RANGE ----------------------------------- = 8000 W WATER HEATER ------------------------------ = 4500 W DISHWASHER -------------------------------- = 1200 W CLOTHES DRYER ----------------------------- = 5000 W SUB TOTAL--------- = 32278 W 1st 10 KW OF ELECTRIC LOAD 0 100%<---------------= 10000 W REMAINDER OF ELECTRIC LOADS 0 40%---------------= 8911 W SUB TOTAL--------- = 18911 W 14750 WATTS HEAT 0 100% = 14750 W TOTAL LOAD -------- = 33661 W SERVICE SIZE = 33661 WATTS / 240V--------------- = 140.25 A rl♦11��1.1�f7•re.�t.'-'►r:��2 - :-•.ems PANEL SCHEDULE 240 VOLTS I PHASE _4 WIRE 200 AMPS WITH MAIN BREAKER C LOAD DESCRIPTION KVA fps TRIP AMPS KVA LOAD DESCRIPTION C 1 GEN LIGHT 1.30 15 15 1.30 GEN LIGHT 2 3 GEN LIGHT 1.30 15 15 1.30 GEN LIGHT 4 5 GEN LIGHT 1.30 15 15 1.30 GEN LIGHT 6 7 GEN LIGHT 1.30 15 20 0.54 KITCHEN GFCI 8 9 D W & GD 1.50 20 20 0.54 KITCHEN GFCI 10 11 LAUNDRY 0.54 15 15 15 1.50 1.08 SMOKE DET IBED ARC FAULT 12 14 13 JOINING REC 0.36 20 KVA 15 BATH GFCI 0.18 20 15 1.08 IBED ARC FAULT 16 17 BATH GFCI 0.18 20 15 1.08 BED ARC FAULT 18 19 ELECT HEAT 3.25 30 30 5.0 DRYER 20 21 ELECT HEAT 2.0 30 8.0 RANGE 22 24 23 50 25 ELECT HEAT 1.50 30 1.50 BATH PAN L H 26 28 27 20 y9 30 31 BASEMENT HEAT TOO 50 32 33 34 35 36 37 138 39 140 CONNECTED LOAD: 33.66 140.25 AMPS NOTES: 1. ALL PANEL GROUND SHALL BE DRIVEN GROUND ROD SUPPLIED AND INSTALLED BY OWNER. 2. ALL RECEPTS. LOCATED IN WET AREAS SHALL BE GFCI PROTECTED. 3. ALL RECEPTS. LOCATED IN SLEEPING AREAS SHALL BE ARC FAULT PROTECTED. 4. ALL ELECTRICAL BOXES TO BE U.L. APPROVED WIRE SIZE: 15 AMP - 114 CU 40 AMP - #8 CU 20 AMP - #12 CU 50 AMP - #6 CU 30 AMP - J10 CU pN TICE. Plans are approved excepting any errors or omissions. All work must pass inspection In conformance with all applicable codes and regulation,_ METER W/ MAIN DISCONNECT AND NEUTRAL NOT BONDED TO PANEL TO UNDERGROUND SERVICE COMPLY WITH CHAPTER 24, 1997 UBC AS AMENDED BY WASHINGTON STATE BUILDING CODE COUNCIL Contact the Building Department at 379-4450 prior to making changes or revisions to the approved plans 2-14/0, 1- #2/0 & 1- 14 AL XHHW-2 2' PVC NIPPLE 200 AMP 120/240 SUBPANEL - \_16 COPPER GROUND (EXTERIOR) #4 COPPER GROUND (INTERIOR) ONE LINE DIAGRAM NTS w a rPT71_,_51_0N__z_5) Drawn By Date ' ® m F T e u m $ �w e FT�Ia�a ` o 0 8 tl u 2 t�iRmb^ c c rp PO�. o N ❑ APPROVED AS DRAWN r� ❑ APPROVED WITH CHANGES o z = AS NOTED 3 ❑ INCORPORATE CHANGES AND m c E RE -SUBMIT FOR APPROVAL w z Z 0 0 w � 0 DATE: I A0 5m a To 02 I`Is 42'-0" BASEMENT WILL 8000 WATTS OF 22'-8 1 (o°& N ,5A-rc 0 Url Fi,V t 5 ri E D Ad,RQ,OMS USED FOR APPROVED EGRESS WU DETECTOR IN THE ROO WITHIN CLOSE- PRWMC IW WELL AND 2'e„ G°5' A` MOKE >ID THE ROOM OW P WITH A TH EXCEEDS 44'. 2 r f02 WiKP�' �r ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24, 1997 UBC AS AMENDED BY WASHINGTON STATE BUILDING CODE COUNCIL W/ 7/ir, osB AfA( P �u crot, AYEpGE5 a roe, A'd P1EL0 /oX l.Z hf-AaCo_ AT 6PEnar NNS Km P •• ! !rN P/ j Ito ! SLov� �g> ��lYL�6N7' f-� sclec�rr 6N� s 9rQ,r o?!/o FAw,6o w/ 7//t. OSt3 SHcATHr �t 736 i]<toPLzdr,Ja 5 1'�`eJz2x6 STUD R ��-4 CONC. SLAB x 36" x 1 'CONCRETE PAD W/ 3 14 BAR WAY ? raooc)Arlvv aW^,' W/ 3" BOTTOM C EARANCE• Z Sr�PP�o m eo✓Fo2w— ¢- - O- FvrvaE aara ;+ N -0 I.LOP6 °P�,LoT $'TEP 'i17 (c 1 'Rautat-I Pwm ••cF}TCU l ¢ 3 -- 2X4 FRAM.D WALL ® 16' O.C. c o o� X(O OVER TH KENED SLAB. .3 / �!/ a N '1044rp5t �r�o 1/2"0 ANCHOR BOLTS WITH MINIMUM 7" U,uFr,vr5A&D EMBEDMENT 12" FROM OPENINGS & S FVIVRE w �� W.5-- eF Nt� CORNERS INTERMEDIATE SPACING_ alter OR AS REO IRED PER SHEAR WALL I FRarnS Q z SCHEDULE rp�c M/�>r FCoP'T jND f Mr6'4its i I UP D 3Lf r I I I FOUNDATION PLAN ai SCALE: 1/4" = 1'-0" j, I 3 °(sg /}�s5 TO GIBS ?i /7/ IN MARRIAGE M I (ROOF & FLOOR LOADING = 4'-0" I FLOOR LOADING ONLY = 6'-0" CAA44 4 ra �eterf �Sf AGC 6 r'rtL LSLger< t�Ocfr rr` R� 24'-0" �1ECT2lu �Gnr<rc e< PANES Fo rZ sr >'rrr a >-.on< To at'cP la S ` /J A Tt-rc Try r! rC 5 $ ` 2 /6, FRAM,_ o � A-u- a4' ! 11150 Contact the Building Department at 379A450 prior to making changes ~` or revisions to the approved plans ❑ APPROVED AS DRAWN ❑ APPROVED WITH CHANGES AS NOTED ❑ INCORPORATE CHANGES AND RESUBMIT FOR APPROVAL BY: DATE: PRINT: NOTICE: Plans are approved excepting any errors or omissions. All work must pass Inspection in conformance with all applicable codes and regulations. F0510N5 Drawn By Date 5n�er 7