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HomeMy WebLinkAboutBLD10-008City of Port Townsend Development Services Department Correction Notice PERMITNUMBER BLD ln — O08 OWNER JOB LOCATION vl Femnsy lol KZ WPA Ree Inspection of this structure has found thefollowing violations: UL) “ianstall Conall @_Upper- deck Der SR ua ZL ZO" beak Rey 2 Splnide) Ee Wk W aS rw You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. ih Date J[O-8-16 Inspector } ARH DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE | * * City of Port Townsend Development Services Department Correction Notice ‘ic yp R BLD Ilo- 08 OWNER ade a ~(vuslee [Tim ote K JOB LOCATION Pasi ( Reunsy lumyalZ PlAa. Inspection of this structure has found ale ollowing violations: | Tanskall UBeN Q Uppev Lees Vew AR— Nanas ZU 22 Ge AVERY, e. Spl she | You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date [O-A&-/6 Inspector | It AH DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCELNO. 951900051. PERMIT NO. BLD10-008 ISSUED DATE _ 03/15/2010 EXPIRATION DATE _09/11/2010 ADDRESS 2611 PENNSYLVANIA PLACE CONSTRUCTION TYPE _V-B OCCUPANT LOAD OWNER HODGE TRUSTEE TIMOTHY R PROJECT DESCRIPTION New SFR wi Garage & Unheated Storage Below CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT SETBACKS SURVEY PIN iced [525 20/0 ORE Stary Pham pwe Red 3 fesTe or FOOTING 49 -— 4 fo YWebronic SAT 19 PSL ‘ff SLAB , @) veer WN Gee —_ FRAMING as PR el ee ee a ee LI PLUMBING re ok See Ros ell aaa " woo ° os MECHANICAL ae & (Wi LPG EXTERIOR Bae ese Feceg TARE iN pkter Shefo SHEARWALL —_ ©S (RB [7/2 TStrapping per plan undev sheathing /ez/10 INSULATION KL lbey/d LRG tAh/Exk © Boer’, Tracer Tape, Tat FS g/e¥{o GWB Rick |/e24Y, Prsppma. shove oe per Vidal « e/a Mats, Dede de vAaS Wie TREE PLANTING/CONSR Sw ol v “fe Mel dk penplyvey, FINAL BUILDING WM Va Lina tv. TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. PERMIT# BUD \O~OO¥ CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG DATE RECEIVED )-%-1O0 SCOPE OF WORK: New SHR Win GAVAGS and Unneorred Swag leelOw DATE ACTION INITIALS \~¢€ ~ ‘(| ENTERED INTO CHET wwe | wee (i CHECKED FOR COMPLETENESS WES L-AS(D Contacted (Zeke ) builder | Alco Mea SPUCe wf Deke ol prod naw plans i cthadktin ar] Gy + 0ary MIP a ’ ba) rt Vo! — ada cpa ee pron gq" vig" Lord arep—te, 24 fom [7 to = st TT Cot HAA LOAN (|i het |) . \_ Pact oF Lawhbethn chert ¥ lat- Lu Oop = 92? (Tm ) Zoning: , = a *, TD Setbacks OK? _\ LO’+4o Side lok) —brgat +20 Ko or es hot WOK ~Wan SLY be | Lot Size: N24, G17 nk Get B- mm _) /fik 622" + fp-—? by, 20” Building Size: 5 1Db— ore Dion £4 ait SHA done thagh CKYO2 old. Lot Coverage: 12.95% {5% max) fap clear % 9 /adine db, FAR OK? [octpant 33/2, ' Height OK? _/ | 99 7, l= May (5 30. aL ta Shop-S mpl coc cold (th cath ) Parking OK? “tad 40 Shey it aa plons (thie js enaigh yon [Sd pT Critical Area? Lersmiz.. BA pe- CUP IAI saad ke nef a drzhtal Qree Demo? No Lye o§ 022 gers CEKA/AIP BY Historic Rev? | 7 Notice to Title? a Lots of Record? Sohn Qoprved <nbn4d-@s Sewer extension, Conservahm ped trhilat Albany. BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-008 Permit Type Residential - Single Family - New Project Name New SFR w/ Garage & Storage Site Address 2611 PENNSYLVANIA PLACE Parcel # 951900051 Project Description New SFR w/ Garage & Unheated Storage Below Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Hodge Trustee Timothy R Owner Hodge Trustee Timothy R Contractor Owner Builder QO- STATE exempt 12/31/2010 p Fee Information Project Details Project Valuation $198,684.84 Decks — Residential 500 SQFT Plan Review Fee 1006.30 Dwellings — Type V Wood Frame 1,232 SQFT PLAN REVIEW DEPOSIT 150 7 5 0: 00 Private Garages — Open Carports 672 SQFT PLAN REVIEW REFUND 150 “15 0. 00 Private Garages — Wood Frame 2,640 SQFT State Building Code cael Fee . 4.50 Tinie Heat Type: PROPANE Technology Fee for Building Permit 30.96 Bedrooms: 1 Construction Type: V - B Building Permit Fee 1,548.15 Bathrooms: 2 Occupancy Type: R-3/U-1 Record Retention Fee for Building 10.00 Permit Total Fees $ 2,599.91 *** SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name —IANtcé SE Date Issued: 03/15/2010 oe . am A Issued By: ©MWAY Signature C poee Kalge Date 3 [e/a Date Expires: 09/11/2010 // Z BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # -BLD10-008 Permit Type Residential - Single Family - New Project Name New SFR w/ Garage & Storage Site Address 2611 PENNSYLVANIA PLACE Parcel # 951900051 Project Description New SFR w/ Garage & Unheated Storage Below Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Hodge Trustee Timothy R Owner Hodge Trustee Timothy R Contractor Owner Builder QO - STATE exempt 12/31/2010 Fee Information Project Details Project Valuation $198,684.84 Decks — Residential 500 SQFT Plan Review Fee 1,006.30 Dwelliigs = tine V Wied Brame mo as PLAN REVIEW DEPOSIT 150 150,09 «VANE Garages ‘Open Carponts Q PLAN REVIEW REFUND 150 -150.00 Private Garages — Wood Frame 2,640 SQFT State Building Code Council Fee . 4.50 Units: Heat Type: PROPANE Technology Fee for Building Permit 30.96 Redmoome 1 Construction Type: V - B Building Permit Fee 1,548.15 Bathrooms: 2 Occupancy Type: R-3/U-1 Record Retention Fee for Building 10.00 Permit Total Fees $ 2,599.91 *** SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name _~/AN(CE AGE Date Issued: 03/15/2010 _ = ) - Issued By: MWAY Signature Donte 7 eO «= hen Date ahs ho Date Expires: 09/11/2010 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-008 Permit Type Residential - Single Family - New Project Name New SFR w/ Garage & Storage Site Address 2611 PENNSYLVANIA PLACE Parcel # 951900051 Project Description New SFR w/ Garage & Unheated Storage Below Conditions 5. This property is Lot 1 of the Lamberton Short Plat (LUP08-022). The property is mapped seismic, but the site was evaulated by a licensed geotechnical engineer (Perrone Consulting) who confirmed that it does not qualify as a critical area 5/5/08. The retaining wall, per letter from Mike Biggs, is only 4' tall and does not have a surcharge. SEPA for clearing and grading issued through GRD09-011. The sewer extension permit to serve Lot 1 was issued through SDP09-003. 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. 20. Temp. erosion control measures must be installed and maintained prior to approval of any building inspections. 30. Permit issued per scope of work and project description list on application. Additional work requires separate permit. 40. This lot is subject to the tree conservation ordinance. The tree conservation plan submitted 4/29/08 by Richard Hefley indicates Lot 1 requires 25.50 tree units to be planted, as the lot contains no healthy suitable trees to be retained (see attached). Trees must be planted or bonded for prior to final inspection. Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. —— a Print Name JANICE NCAGE Date Issued: 03/15/2010 ; : Issued By: MWAY Signature qXMriee Sth Date i) / Date Expires: 09/11/2010 C4 Tree Conservation Plan: 1. Item 1, the plat plan, is attached on the last page of this report. 2. Item 2, existing trees, are noted on the plat plan on the last page of this report. 3. Item 3, proposed new trees to be planted, must meet the following criteria: a. b. c. d. e. f. deciduous trees will have a minimum "caliper within 6” above ground level. Evergreen trees will have a minimum height of 3’ at planting. 25% of newly planted trees will be evergreen trees. New trees will not exceed 15% of the same species or 25% of the same genus. Minimum of 25% of trees will be located off-site in rights of ways. Newly planted trees must be provided with a reliable source of water for a minimum of three years after planting. 4. Tree density calculations per table located at 19.06.120 Lot 1 Lot 2 = 25280 square feet = 44890 square feet Zonings of R1 and R2 require 40 tree units per 40000 square feet. This reduces to 1 tree unit per 1000 square feet. A small to medium sized tree (at maturity) counts as .50 tree units. A large tree at maturity counts as 1.00 tree units. require ee Lot 2 requires 45 tree units. 5. Su sted trees for replanting: Cut” P Ine = [0 Not Sure ; le = 7 (Flor 3 Pinus contorta Shore Pine ees : contorta ore Pi Apple _ al Ss tree Nobel Gr = II ae Fir = ES wt = ples : _ 5 Cercidiphylum japonica Katsura hore © tax Z trees Lot 2; a ° = 29.5 2 Pinus contorta — Shore Pine Hem lo ck = * +2 uret. 3 Thuja plicata— Western Red Cedar dor = 8 Acer saccharum — Sugar Maple Dea ‘an Coc ar ( Ol ~ : algerie rae a - Tap Poplar As , ~ | . 2X Cre os yrus calleryana — Callery Pear wmrel = 8 Cercidiphyllum japonica — Katsura L _ 25-5 trees. 8 Quercus rubra — Red Oak Oa k | SW a= | Cedar = tinh 4 3 Lace Cedars = More 422 units Plum (+o be pluseals s TREE CONSERVATION PLAN — Kurt Lamberton Kurt Lamberton 2365 E Sims Way Port Townsend WA 98368 Attn: Anne Mclaughlin Author: Richard Hefley ECEIVE Consulting Arborist ISA #PN-0784A APR 29 2008 Site Visit Date —04/07/08 Report Date — 04/24/08 CITY OF poi ome Background: I was contacted by Anne McLaughlin on 04/05/08. She requested a Tree Conservation Plan be developed for a proposed short plat, Fowler’s Park Addition, located at the intersection of Peary Street and Pennsylvania Place in Port Townsend WA. This plat is referred to as Fowler’s Park Addition. and Proposed Lot 2 which measures 44890 square feet. I visited the site on 04/07/08. Observations, General: This area is currently, and has for years, been used as a livestock pasture. Other than a grove of mature red alder (Alnus rubra) these two plots are devoid of trees. Pursuant to the Port Townsend Municipal Code 19.06.100, Al; short plats are required to complete a tree conservation plan. Contents of Tree Conservation Plan, as required by 19.06.110: 1. Plot plan, showing plat line boundaries and existing trees to be retained, with their diameters measured at 4.5’ above ground level. 2. Existing trees proposed for removal. 3. Specifications for proposed new trees to be planted. 4. Tree density calculations per table at 19.06.120 5. Suggested trees for replanting; number per lot. Richard Hefley Consulting Arborist FL L ZZ< PO Box 177 04 Nordland WA 98358 OY) 27, 360-385-2921 rkhefley@olypen.com Photo of Lot 1 This is currently being used as a livestock pasture and contains no healthy suitable trees to be retained. _ SC O T T DO B S O N PR O J E C T MA N A G E M E N T 36 0 ° 8 2 1 ° 1 2 7 8 sd o b s o n _ p r o j e c t m a n a g e r @ q . c o m oe) ¢ 8. DW- Please tak Ge & Lb Gor £2/ (272 PH O N E CA L L %W0L-%G S¥99M €2-3 WG L-%OV S499M 76-LV W0E-%G b SYOOM 6E-E7 %G b-%S S499M LE-9} %S-%0 S}499M Lo-8 S}S09 uoneing JO % 109[01d ye SUOI]JEDO]|V Development Services EvEIVE:N Y) JAN 8 2010 CITY OF PORT TOWNSEND DSD 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www.cityofpt.us Residential Building Permit Application Project Address: Legal Description (or Tax#) Office Use Only | Ree Z6ll FENN VAWIA PL. | Addition: AMABEZTON _ | permit # BLD10- 0X Zoning: = PROGR = Associated Permits: Parcel# AS\ X09 051 Lot (s): LiPo S022 -OO S Project Description: Sper aati SE oes SR0OF- Oli WEW SPL WITH GAKAGE £ WWHEATED STOFACE BELOW Applications by mail must include a check for initial plan review fee of $150 for projects valued over $15,000. See Page 2 for details on plan submittal requirements. Property Owner/Applicant: Name: Tia * “JAWICke HopCe Address: ROX (O74 City/SUZip: ToZT_ Towa stn DP, WwWA1836 Phone: Email: 360 -30} -4944 ) % Building Information (square feet): 1* floor 2@4O Garage: 2™ floor _BOV Carport: ~@7Z. 3% floor a cof ontact/Representative: Dame: zero WAt N Phone: S60 - Saal Ss Email: wackad 7K dA Sai |.cow Contractor: oO Same as Owner Name: $_¢ S Address: (4 LAWD | City/SUZip: (OE TOWA/e ey hi WA 93363 Phone: 340 - rx 08K: A Email: _C a thom State License #4sOOR & DExp:\i /zo11 OL City Business License #) Basement Finished: -_ Unfinished: _~ Decks / Porches Covered: Uncovered_ 5 QO ‘ Heat Type: Electric___——s~ Heat Pump Other Total: #Bedrooms #Bathrooms_ Size of lot Square feet Total Lot Coverage (Building Footprint):* Square feet: % Impervious Surface:* Square feet: *Total existing & proposed Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: OWN EE Fi vance > Project Valuation: $ (SO 00) What year was the structure built? w/A If work includes demolition, see Page 2. Any known wetlands on the property? Y Any steep slopes (>15%)? ray, | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name:_(=Z & Signature: Leal Al Date: Vi Ve 9 Page 1 of 2 - 1/4/2010 -OVER- E oT] —s —q | City of Port Townsend | Development Services Department 250Madison Street, Suite 3 27 TOWNSEND Port Townsend, WA. 98368 (360)-379-5095: Fax: (360)344-469 Washington State Indoor Air Quality 2006 Residential Construction Checklist for Zone 1 This form is to be completed in addition to prescriptive compliance form or component performance compliance calculations. Please answer the following questions: VENTILATION REQUIREMENTS FOR INDOOR AIR QUALITY: What kind of ventilation will be used throughout the house: ‘PKeExhaust Option CO HVAC Integrated Option If you chose “Exhaust Option,” complete the following: e Where is your whole house fan located (what room, etc.)? Barigoow\ @ What size is the whole house exhaust fan? See table below: 9S CGEW Floor Bedrooms Area, ft2 | 2 or less 3 4 5 6 7 8 Min Max Min Max Min Max Min Max Min Max Min Max Min Max < 500 50. 75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 5583 70 105 85 128 100 150 115 173 130 = 195 145 218 1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501-2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001-2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000 375 = 113 90 135 105 158 120 180 135 203 150 225 165 248 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501-4000 85 §=128 100 150 115 173 130 195 145 218 160 240 175 263 4001-5000 95 = 143 110 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001-8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001-9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 *For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. e Fresh Air Inlets are required for this option in each habitable room (includes all bedrooms, kitchen, etc., not bathrooms or utility rooms). What type of fresh air inlet will be installed? EE Window Port 0 Wall Port See next page C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outlook\YCFWUM82\Checklist-Indoor Air Quality .doc TYPE OF HEATING: JAN 8 2010 e Electric: O Wall Heater OO Baseboard UO Electric Forced Air O Boile CITY OF PORT TOWNSEND e Non-Electric: DSD “Bl Propane OOilHeat § O Heat Pump O Boiler VAPOR RETARDERS: Vapor retarders shall be installed toward the warm surface as represented below. Select one option for floors, walls, and appropriate ceilings: e Floors: 0) Plywood with exterior glue oly plastic (greater than or equal to 4 millimeter thick) OBacked batts e Walls: OPoly plastic (greater than or equal to 4 millimeter thick) CFace-stapled, backed batts Ow-perm paint e Ceilings: CINot required where ventilation space averages greater than or equal to 12 inches above insulation CFace-stapled, backed batts OPoly plastic (greater than or equal to 4 millimeter thick) RLow-perm paint HEAT PUMP EFFICIENCY: As listed in the ARI directory, heat pump efficiency shall be met as follows: OSplit system, air source heat pump: HSPF greater than or equal to 6.8; COP greater than or equal to 3.0 NWA OSingle package, air source heat pump: HSPF greater than or equal to 6.6; COP greater than or equal to 3.0 C)Water source heat pump: COP greater than or equal to 3.8 OGround source heat pump: COP greater than or equal to 3.0 CENTRAL COMBUSTION HEATING SYSTEM AFUE: As listed in the GAMA Directory, the central combustion heating system AFUE rating shall be: OGreater than or equal to .78 (Med. Prescriptive Options & Chap 5 Calculation) OGreater than or equal to .74 (low Efficiency Options) VA OGreater than or equal to .88 (High Efficiency Options) OOther (as per Systems Analysis Qualification) C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outlook\YCFWUM82\Checklist-Indoor Air Quality .doc 2006 Washington State Energy Code - Prescriptive 7 TABLE 6-1 PRESCRIPTIVE REQUIREMENTS” FOR GROUP R OCCUP, Ir 5 CLIMATE ZONE 1 Glazing | ___ Glazing U-Factor Door® james Wall’? Option | Area’: T | Ceiling? | ¥2U" Above. % of Floor | Vertical | Overhead" | U-Factor 9 | Ceiling? | Grade L 10% 0.32 0.58 0.20 R-38 R-30 R15 Ih.* 15% 0.35 0.58 0.20 R-38 R-30 R-21 itm 25% 0.40 0.58 0.20 R-38 / R-30/ R-21/ Group R-1 U=0.031 | U=0.034 | U=0.057 U=0.029 and R-2 Occupancies Only TV. Unlimited 0.35 0.58 0.20 R-38 R-36 R-21 R-21 R-10 R-30 R-10 Group R-3 and R-4 Occupancies Only Vv. Unhimited 0.35 0.58 0.20 R-38/ R-30/ R-21/ R-15 R-10 R-30/ R-10 Group R-1! U=0.031 | U=0.034 | U=0.057 U=0.029 and R-2 Occupanctes Only * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% giazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ab etegs complying with note 3. 'Adv' denotes .... Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance: between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum I-inch vented airspace above the insulation. Other single rafter or joist vaulted ceilings shall comply with the “ceiling” requirements. This option is limited to 500 square feet of ceiling area for any one dwelling unit. 4. Below grade walls shall be insulated either on the exterior to a-minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walis shali be 2 water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and instalfed © according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This wail insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. © 9. Doors, including alf fire doors, shall be assigned default U-factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be fess than or equal to that value. Overhead glazing with U-factor of U=0.40 or tess is not included in glazing area limitations. 11. Overhead glazing shall fiave U-factors determined in accordance with NFRC 100 or as specified'in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement. Effective July 1, 2007 2006 Edition Look Up a Contractor, Electr’~* n, Plumber or Elevator Professional Return to List > Information in Spanish Home Safety Topic Index Claims & Insurance Contact Info Workplace Rights nse Detail Find a Law (RCW) or Rule (WAC) Start a New Search > Get a form or publication I Printer friendly Page 1 of 2 Trades & Licensing @ help General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Verify Workers’ Comp Premium Status Check for Dept. of Revenue Account Matte Godel IIGHIES UBI No. i) 602247223 Construction Phone No. (360) 643-0898 Status dy ACTIVE Address 1401 Cleveland St License No. GOODHHC917RD . License Type . CONSTRUCTION Suite/Apt. Y CONTRACTOR City PORT TOWNSEND Effective Date 12/4/2009 State WA Expiranan 12/4/2011 Date Zip 98368 Suspend Date iJ County JEFFERSON Specialty 1 dy GENERAL Business Type _ Individual Specialty 2 4y UNUSED Parent Company = Business Owner Information & Hide All Name Role Effective Date Expiration Date Bates, Peter Jeffrey OWNER 12/04/2009 = Bond Information i, Bond Paint Paani Effective |Expiration|Cancel|Impaired| Bond Received pay Date Date Date Date Amount Date Name _ | Number 1 CBIC $14725 12/01/2009 pain $12,000.00}12/04/2009 Cancelled © Insurance Information jf | | | | https://fortress.wa.gov/Ini/bbip/Detail.aspx 1/8/2010 . SD09- 003 City of Port Townsend Development Services Department BUILDING ADDRESS APPLICATION Name of Property Owner: 5 | vn Hoda non ; ~ Cc > Mailing Address: Co. SO R > Yanna ih Telephone: Cx ) SO \ AQuy Property is located in: ; t Addition: Fa Wier $ Faces/Access is from: i 2 NAS ¥ lvo NANG. cl , ————— Parcel Number SOCO Reser Ve CK Block(s): Mecth Lot(s): [ Directions to the Property (draw vicinity map on back) SEE mae i if this is anew ADU, has a building permit been applied for? _. Yes “ANo Date: ee Notes. _TENNSYyLVGN PLACE 30 Name D TlAL Play HOUSE NUMBER ASSIGNED © @// TENNS Ylyg Niq PLACE Date of Approval: 0S 4/09 Sg Z For Department Use Only: Application Fee Received ($3.00. TC 2200): Date: Copy to: _! Finance _ Fire Dept Shen ff ‘3 Polic “ Public Works Mar S595805° 4 CITY OF PORT Towns Dep CW NSEND PADS D\Forns‘Building Fonns\Application- Address Number.doc ; 2°5/09 3A N 3 S 3 Y HL N O N GA G Z ‘I d Bl u e a | A s u u a g ou wT oa l y ey e ) Se L re 6 OL OL 6 g j ~~ 9 ‘I g ue b i y o y SA Y S S S Y HL N O S z (€ b XW L S AS GD I N 3 ) 9 XV L Be : 3 Oo S & fo c ) Ko 82 8107 “eGEe ~ Asva/rfans 810 62 Development Services 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619. www.cityofpt.us Tree Conservation Affidavit Form BUILDING PERMIT/SITE DEVELOPMENT PERMIT NO. B LD) 0- 00Y THIS PERMIT AUTHORIZES TO BEGIN WorK IN Lot “L ; Lambecton Short Plot SUBDIVISION AND/OR AT THE FOLLOWING ADDRESS ZG6L Pennsylvania Pl CL THE AUTHORIZED PERSON ACKNOWLEDGES THAT HE/SHE IS RESPONSIBLE FOR TAKING ADEQUATE STEPS TO: 1. Protect the tree retention areas on this lot as identified in the tree conservation plan (normally the front, rear, and or side yard areas) in accordance with the standards of Chapter 19.06 — Tree Conservation. 2. Field locate, mark, and protect all tree conservation areas on the site during construction. Marking shall consist of tape, ribbon, or tags attached to the retained trees and protective fencing secured by posts set at least 12” into the ground installed in accordance with the requirements of 19.06.150. All tree identification and fencing shall be installed prior to site development and construction and shall remain and be maintained until home construction is 100% completed. 3. Install any trees on the lot required by the approved tree conservation plan. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL RESULT IN THE ISSUANCE OF A STOP WORK ORDER OR OTHER CITATIONS. CITY OFFICIAL Asa, WOW APPLICANT th) Ffez EFFECTIVE THIS [5k payor Sink. 20/0 NOTE: DISPLAY THIS PERMIT AT THE MAIN POINT OF ACCESS AND VISIBLE FROM THE STREET. (Ord. 2837 § 1, 2003). Page 1 of 1 TREE CONSERVATION PLAN — Kurt Lamberton Kurt Lamberton 2365 E Sims Way Port Townsend WA 98368 Attn: Anne Mclaughlin Author: Richard Hefley E ¢ [E | VW [E Consulting Arborist ISA #PN-0784A APR 29 2008 Site Visit Date 04/07/08 Report Date — 04/24/08 CITY OF eOR WAST Background: I was contacted by Anne McLaughlin on 04/05/08. She requested a Tree Conservation Plan be developed for a proposed short plat, Fowler’s Park Addition, located at the intersection of Peary Street and Pennsylvania Place in Port Townsend WA. This plat is referred to as Fowler’s Park Addition. The sites are Proposed Lot 1, which measures 25280 square feet, and Proposed Lot 2 which measures 44890 square feet. I visited the site on 04/07/08. Observations, General: This area is currently, and has for years, been used as a livestock pasture. Other than a grove of mature red alder (Alnus rubra) these two plots are devoid of trees. Pursuant to the Port Townsend Municipal Code 19.06.100, Al; short plats are required to complete a tree conservation plan. Contents of Tree Conservation Plan, as required by 19.06.110: 1. Plot plan, showing plat line boundaries and existing trees to be retained, with their diameters measured at 4.5’ above ground level. 2. Existing trees proposed for removal. 3. Specifications for proposed new trees to be planted. 4. Tree density calculations per table at 19.06.120 5. Suggested trees for replanting; number per lot. Tree Conservation Plan: 1. Item 1, the plat plan, is attached on the last page of this report. 2. Item 2, existing trees, are noted on the plat plan on the last page of this report. 3. Item 3, proposed new trees to be planted, must meet the following criteria: a. deciduous trees will have a minimum "caliper within 6” above ground level. b. Evergreen trees will have a minimum height of 3’ at planting. c. 25% of newly planted trees will be evergreen trees. d. New trees will not exceed 15% of the same species or 25% of the same genus. e. Minimum of 25% of trees will be located off-site in rights of ways. f. Newly planted trees must be provided with a reliable source of water for a minimum of three years after planting. 4. Tree density calculations per table located at 19.06.120 Lot 1 = 25280 square feet Lot 2 = 44890 square feet Zonings of R1 and R2 require 40 tree units per 40000 square feet. This reduces to 1 tree unit per 1000 square feet. A small to medium sized tree (at maturity) counts as .50 tree units. A large tree at maturity counts as 1.00 tree units. Lot | requires 25.50 tree units. Lot 2 requires 45 tree units. 5. Suggested trees for replanting: Lot 1; 3 Pinus contorta — Shore Pine 6 Acer saccharum — Sugar Maple 6 Liriodendron tulipifera — Tulip Poplar 5 Pyrus calleryana — Callery Pear 5 Cercidiphylum japonica — Katsura Lot 2; 2 Pinus contorta — Shore Pine 3 Thuja plicata— Western Red Cedar 8 Acer saccharum — Sugar Maple 8 Liriodendron tulipifera — Tulip Poplar 8 Pyrus calleryana — Callery Pear 8 Cercidiphyllum japonica — Katsura 8 Quercus rubra — Red Oak Photo of Lot 1 This is currently being used as a livestock pasture and contains no healthy suitable trees to be retained. Richard Hefley Consulting Arborist PO Box 177 Nordland WA 98358 360-385-2921 rkhefley@olypen.com VI S RI & patetcta 1 WHAT HLANTIN TTT Jefferson County Aud KURT LA M B E R T O N SH O R T PL A T OF TH E NO R T H RE S E R V E PL A T OF FO W L E R ’ S PA R K AD D I T I O N WI T H I N TH E SE 1/ 4 , SE C . 33 , TO W N S H I P 31 NO R T H , RA N G E 1 WE S T , W. M . 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Lo w n DE P U T Y CO U N T Y AU D I T O R | DI S T A N C E S SH O W N HE R E O N AR E GR I D DI S T A N C E S |_ | |_ | MU L T I P L Y BY 1. 0 0 0 0 6 TO OB T A I N GR O U N D DI S T A N C E S 4- 1 6 - 0 9 | BR I A N L. VA N AL L E R LS 35 9 8 6 DA T E Va n Al l e r Su r v e y i n g i] Se t t e 10 St r e i t Rd . 0. Bo e 75 ) « WA © 98 5 2 6 vo B NO : 00 4 2 8 PH O N E : (3 6 0 ) 68 3 : FA X 68 3 - 3 2 4 1 SECTION R105 PERMITS R105.1 Required. Any owner or authorized agent who intends to construct, enlarge, alter, repair, move, demolish or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair, remove, convert or replace any electrical, gas, mechanical or plumbing system, the installation of which is regulated by this code, or to cause any such work to be done, shall first make application to the building official and obtain the required permit. R105.2/ Work exempt from permit. Permits shall not be required for the following. Exemption from permit require- ments of this code shall not be deemed to grant authorization for any work to be done in any manner in violation of the provi- sions of this code or any other laws or ordinances of this jurisdiction. Building: 1. One-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided the floor area does not exceed 120 square feet (11.15 m7). 2. Fences not over 6 feet (1829 mm) high. _ . Retaining walls that are not over 4 feet (1219 cane 0 1, unless supporting a surcharge. . Water tanks supported directly upon grade if the capacity does not exceed 5,000 gallons (18 927 L) and the ratio of height to diameter or width does not exceed 2 to 1. . Sidewalks and driveways. . Painting, papering, tiling, carpeting, cabinets, counter tops and similar finish work. . Prefabricated swimming pools that are less than 24 inches (610 mm) deep. 8. Swings and other playground equipment. 9. Window awnings supported by an exterior wall which do not project more than 54 inches (1372 mm) from the exterior wall and do not require additional support. Electrical: Repairs and maintenance: A permit shall not be required for minor repair work, including the replacement of lamps or the connection of approved portable electrical equipment to approved permanently installed receptacles. Gas: 1. Portable heating, cooking or clothes drying appliances. 2. Replacement of any minor part that does not alter approval of equipment or make such equipment unsafe. 3. Portable-fuel-cell appliances that are not connected to a fixed piping system and are not interconnected to a power grid. Mechanical: 1. Portable heating appliances. 2. Portable ventilation appliances. 3. Portable cooling units. 2006 INTERNATIONAL RESIDENTIAL CODE® height measured from the bottom of the footing to the top ADMINISTRATION 4. Steam, hot or chilled water piping within any heating or cooling equipment regulated by this code. 5. Replacement of any minor part that does not alter approval of equipment or make such equipment unsafe. 6. Portable evaporative coolers. 7. Self-contained refrigeration systems containing 10 pounds (4.54 kg) or less of refrigerant or that are actuated by motors of 1 horsepower (746 W) or less. 8. Portable-fuel-cell appliances that are not connected to a fixed piping system and are not interconnected to a power grid. The stopping of leaks in drains, water, soil, waste or vent pipe; provided, however, that if any concealed trap, drainpipe, water, soil, waste or vent pipe becomes defective and it becomes nec- essary to remove and replace the same with new material, such work shall be considered as new work and a permit shall be obtained and inspection made as provided in this code. The clearing of stoppages or the repairing of leaks in pipes, valves or fixtures, and the removal and reinstallation of water closets, provided such repairs do not involve or require the replacement or rearrangement of valves, pipes or fixtures. R105.2.1 Emergency repairs. Where equipment replace- ments and repairs must be performed in an emergency situa- tion, the permit application shall be submitted within the next working business day to the building official. R105.2.2 Repairs. Application or notice to the building official is not required for ordinary repairs to structures, replacement of lamps or the connection of approved porta- ble electrical equipment to approved permanently installed receptacles. Such repairs shall not include the cutting away of any wall, partition or portion thereof, the removal or cut- ting of any structural beam or load-bearing support, or the removal or change of any required means of egress, or rear- rangement of parts of a structure affecting the egress requirements; nor shall ordinary repairs include addition to, alteration of, replacement or relocation of any water supply, sewer, drainage, drain leader, gas, soil, waste, vent or simi- lar piping, electric wiring or mechanical or other work affecting public health or general safety. R105.2.3 Public service agencies. A permit shall not be required for the installation, alteration or repair of genera- tion, transmission, distribution, metering or other related equipment that is under the ownership and control of public service agencies by established right. R105.3 Application for permit. To obtain a permit, the appli- cant shall first file an application therefor in writing on a form furnished by the department of building safety for that purpose. Such application shall: 1. Identify and describe the work to be covered by the per- mit for which application is made. 2. Describe the land on which the proposed work is to be done by legal description, street address or similar description that will readily identify and definitely locate the proposed building or work. used in the clearing and grading would be temporary and all equipment used is required to have properly working mufflers per the City’s EDS. No adverse impacts concerning noise are anticipated and no mitigation measures are necessary. L. LAND AND SHORELINE USE The environmental checklist description of land and shoreline use is adequate. The site does not lie within any shoreline area. of the recently approved Lamberton Short Plat, the site was ~evaluated for possible critical area designation due to seismic soils by licensed geo-technical engineer. That evaluation confirmed the site does not qualify as a designated critical area. The proposed clearing and grading would provide the owners desired building site for the residential lot. The site and lands surrounding it are all zoned R-I (low density single family residential). This district accommodates single-family development at densities that maintain and promote the “small town” character of Port Townsend, while ensuring that the environmental quality (particularly as it relates to stormwater control) of the area is not adversely impacted. The R-1 zone allows up to 4 dwelling units per 40,000 square feet of area as the permitted density. The site and all lands immediately surrounding it are developed consistent with this designation or are currently vacant. No adverse impacts concerning land and shoreline use have been identified from the proposed roadway opening and no mitigation measures are necessary. J. HOUSING The environmental checklist description with regards to housing is adequate. The clearing and grading work is being done to facilitate future home construction, which will be limited to densities permitted by the underlying R-I zone. No housing units would be removed. No adverse impacts to housing have been identified and no mitigation measures are necessary. K. AESTHETICS The environmental checklist description concerning aesthetics is adequate. As the site is located in a residential zone, any future single-family dwellings and associated structures would be limited to the applicable bulk, height and scale measures in effect at the time of building permit submittal. No adverse impacts to aesthetics have been identified and no mitigation measures are needed. Li, LIGHT AND GLARE The environmental checklist description of light & glare is adequate. No lighting is immediately proposed as part of the clearing and grading work. Any future construction would have typical exterior residential lighting. No impact related to light and glare has been identified. As such, no mitigation measures are necessary. M. RECREATION The environmental checklist description regarding recreation is adequate. Numerous walking paths and trails are found in the immediate area and would not be affected by the proposed clearing and grading. No recreational facilities or activities will be displaced by the proposed project and no mitigation measures are necessary. CITY OF PORT TOWNSEND RESPONSIBLE OFFICIAL'S FINAL DETERMINATION OF NON-SIGNIFICANCE (DNS) Description of Proposal: On-site clearing and grading of Lot | in the Lamberton Short Plat that would result in approximately 400 cubic yards of cut ae fill work within the site. Included in the cut and fill work is the construction of a 22. g retaining wall, ranging fro nf 4) o 6 feet in height. The purpose of the proposed activity is to prepare the s site for a future meter garage. File References: GRD09-011 V/ Per belle fom Proponent: Tim & Janice Hodge e Br 2650 Pennsylvania Ave. (Ne an <a Port Townsend, WA 98368 (6) . in Spe che,» Location/Legal Description: Lot 1, Lamberton Short Plat. The site is currently vacant and lies west , of Cook Avenue, east of Peary Street and south of unopened Pennsylvania Place in northwestern Port Townsend. at ap ¥ i. hol lad if Lead Agency: City of Port Townsend, Development Services Department /2 / ' / 09 The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EJS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information in file with the lead agency. This information is available to the public on request. The Notice of Application (NOA) issued for this project stated the lead agency intended to utilize the Optional Determination of Non-Significance (DNS) process provided under WAC 197-11-355. After review of comments received during the 20-day NOA period, the lead agency has determined that issuance of a DNS is still appropriate. While issuance of this DNS will be provided to interested agencies and parties of record, no additional comment or appeal period for the project is required or necessary. Contact: John McDonagh (360) 344-3070 Development Services Department 250 Madison Street, Suite 3 Port Townsend, WA 98368 Responsible Official: Richard M. Sepler, AICP statu 1 Wy —__ Richakd M. Sepler, AICP SEPA Responsible Official Development Services Department ee e ee v ee eee bee re poe oor % oe ee Sf ee 2 oS ae | ee i = m Se, oe _ he, See es : oe ce ee ne 39 2 3 3 OO L = Yu r | IN C at p Au a s Su v ur yU U I Z E A \ JO U OP yG u s d S} t PU L PU I S U M O J Og , i ,, UB UO po p i A o a d sx de w sr y ] , ~d e u u si p ut po u r e j u 0 2 uo R e U I O ; U T ‘s t $1 Jo q e / \ WI O I S JO I ’ A \ IS P @ Wi e r 82 9 0 } }) Ou p sa s v a p a s Ja s Q , “s a s n ar p yo Ap q r jo s ap st uo R e u n o y u r de u s ye jo Ao v r n o o r up Jo ar p jo So v a n a : ss a k o j d u s s sy pu r pu s s u m c y yo y Jo Ay r ) ay y , “s i s e q ry Au ay e s [T e yt , uo R e IT I PP I bis caren ee i = epee oe soci ones a . ‘ <8 {ee ‘ : . x ie — es é : oe / Ps ee ae ae sce ee ee es pees Receipt Number: BLD10-008 951900051 Plan Review Fee $1,006.30 $1,006.30 $0.00 BLD10-008 951900051 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-008 951900051 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-008 951900051 Technology Fee for Building Permit $30.96 $30.96 $0.00 BLD10-008 951900051 Building Permit Fee $1,548.15 $1,548.15 $0.00 BLD10-008 951900051 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $2,449.91 10-0019 01/08/2010 PLAN REVIEW DEPOSIT 150 $150.00 BLD10-008 CHECK 2496 —_ $ 2,449.91 Total: $2,449.91 genpmtrreceipts : Page 1 of 1 Receipt Number: BLD10-008 951900051 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 CASH NIA 150.00 Total: $150.00 genpmtrreceipts Page 1 of 1 ORIGINAL Kirk Boike ARCHITECT @ 4601 Mason Street Port Townsend Wh #360 385 6140 In\ | | } Ih WY Rome LU bosy 2010 architect@surfbest.net | In CITY OF PORT TOWNSEND DSD The calculations herein comply with the requirements of the 2006 IBC (international Building Code), IRC (International Residential Code), WFCM (Wood Frame Construction Manual), AISI (American Iron and Steel Institute), COFS/PM (cold-Formed Steel Framing -Prescriptive Method for one and two family dwellings). Prescriptive nailing, construction methods and techniques shall apply unless otherwise noted and detailed. Seismic zone: Snow load: Floor load: Roof load: Exterior deck load: DL (hay storage, if applic.): Wind speed: Wind loading: Weathering probability: Frost line depth: Termite infestation prob.: Decay probability: Winter design Temp.: Concrete strength: Wood: Air density: Soil bearing: Calculator: Sincerely, Kirk Boike, Architect #6528 expires: 30 April 2010 D1; (see design for additional parameters) 30psf 50psf (10LL+40DL) 40psf (10LL+30DL) 65psf (DL+LL) 125psf 100mph, exposure “B” 24psf Moderate 18' Slight to Moderate Slight to Moderate 20 degrees F 2400psi U.O.N. P.T. Hem-Fir Sole plate. D. Fir # 2 all structural members (except studs) U.O.N. 1.0 1500psf vertically; 100psf/ft (bearing), 130psf (sliding) laterally Hewlett Packard 12c with RPN data entry architect@surfbest.net , 4.19) THE DRAWINGS AND PLANS SET FORTH ON’ THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF KIRK: BOIKE, ARCHITECT. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC, PERTAINING TO THE WORK BEFORE PROCEEDING. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROMTHE , DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. LATEZAL & GRAY ITY AHALYSID - Me FAOIN ; HODGE JAH Oo PAUE \ /A @ 6528 | REGISTERED IRK E. BOIKE STATE OF WASHINGTON DT A W A D N O NY LAP” LAE AB a Let, PTZ ee CL O—] i aaa tacmcaall = ae | G DE PI A A L NR E OO re de nk hm idea hacichaeadechchnthictiataecnitecdhkiaididtad idea hailed dda HECOWO LEYEL FLAN PAUE 2/4 ° fc SA R A A T A AS S 80 EO E SA C D MC C SA G A R SO U E T N T SV E NS EA OC R AN A T EA C SS BE S S ! CORP L LIT shi hth D GD hil bl tl at lat Ot APO Ai OO eA L Aakateddhaaedlaenletds SC LEOEMEOOM ls AME OO TALE that E\2ZST Level ©ClCAH PA 3/4: GRID Low FORCE SHEAR TOTAL SHEAR/LF HO | A le (24) 4X24) 3/84 i184 324 Qo 2 18/22 (ta (aXt8) %898 PBB tie P- G 12 (24X24) 5184 BIa4 108 > \ It (c4Y4X12) 2LOF2 1592 Li P- 2 27 (24Y9X2) b4IZ (A\2 15 O 2 — \2 (274X920) 4320 4320 BLO e 4 4h (24K loA) \SA24 \3624 188 > A Ie (CaAYIoYZ4+) 510 104 44 WB4 gy B \2 (2AX OY 1B) 4220 B208 le 84 gy Oo AL (24Y \o(24) 210 lO Aad 11o| e it (24X10X12) 1880 5472 4500 wy 2 lo (24X10X 32) 14@B0 14-BAZ 202 Ww, 2 4 (24)((0Y2e) 4 B00 AILO lOl4 Sy 4 48 (24Xi0X@4) 15460 24 B4- 008 & SHEAR-WALL SCHEDULE <q 15/32" C-C;C-D SHEATHING w/ 8d's @ 6" 0.C. (260) @ 15/32" C-C;C-D SHEATHING w/ 8d's @ 4" 0.C. (380) & 15/32" C-C;C-D SHEATHING w/ 8d's @ 3" 0.C. (490) @ 15/32" C-C;C-D SHEATHING wi 8d's @ 2" 0.C. (640) (Double plates @ panel edges.) © 1/2" OR 5/8" G.W.B. wi 6d 's @ 6" 0.C. HOLD-DOWN SCHEDULE | SIMPSON CMST 14/16 (6490/4585) > SIMPSON HTT22, OR PHD5-SDS3, OR HDU5-SDS2.5 (5250, 4685, 5430) @ SIMPSON HD8A, OR PHD6-SDS3 (6465, 5860) e¢> SIMPSON HDQ8-SDS3, OR HDQ11-SDS2.5 (7175, 11445) T- TRUSSES PZS - ENUENEELEO ROOF TRISSES @ 2Z4"O.c, DESICH Br MAHUFACTURER ~— H\- UARSUE HEADEK | i + 5: \2. r A= 400 VY¥= 24200 436400 wWrlO DF #2 w= 40 Wt 2880 Wet 40 w= {00 lg 7 BGO W) = 720 J- FLOOR JOISTS y + S=-17 WwW = 7] Wwe: BO4 "W230 W+226B0 W=&w%o Wt 4780 W275 V/= 28700 F - FOOTING P= ZOK Ac2z |S PAGE 4/4. | M=\|440 4*«8 DF #Z M= I2Ol 110 OF YZ @I0'O.¢c. 2B OF f| @I6'0.c, 2,5" BC] BO0O 1.7 = (02OlO W \te x17 M=- 2855 AK|o DOF 42 M= 174150 WANA* 47 W221 x [0 WI x(CO A x4 x 4.6" W/ (5)*# © Bats EW, o@ (8)€ 4 gars €.w, Home’ CARRS ZxIt CeVOEL wee loo EA. Ste ZY 3/e SERN /PRESCATIVE PASTEewep TH STUP IG OL. IZ STi &bAVY FeoeHine ew 40" ter on WY onx Cw/ cer vs) AL o& Cou, ie EA FAPTET , ease ASADE WC GG FA. F057 ori D 4 Go" Orc. a a i aa | | =H ECEIVEIN Cand Pew Ponwe lo o.Cc. FEB 3 2010 W/E CREA CITY OF la aa FILE COPY PENNSYLVANIA PL. tl 00 04 ) 1g 0 0 0 6 | a C # ee ee ee a ee STORUMTEZ - TWWTERW ON A < Sooo Fk Wse STRAW OF VISTERS bw TEENG Z24°« 724" W/ 34" - PeYWwEttL *2Z.. samt AS PRY¥wEw #4 Sea SITE PLAN 1/16"=1' ZONING:R1 OWNER INFO: TIMOTHY HODGE JANICE HODGE PO BOX 1024 PORT TOWNSEND, WA 98368 CONTACT: PROJECT INFO: PARCEL NUMBER: 951900051 -,PORT TOWNSEND, WA 98368 LAMBERTON SHORT PLAT LOT1 2611 PENNYLVANIA PL., CITY OF PORT TOWNSEND, WA 98368 BUILDING AREA J EXISTING PROPOSED+ TOTAL ‘SUBTOTAL o TOTAL AREA 0 (LoTcoverAce sd COVERAGE EXISTING ==PROPOSED+ = TOTAL BUILDING FOOTPRINT 3312 Bz TOTAL LOT COVERAGE 0 3312 S12 LOT COVERAGE 31224617 = 13.5% EXISTING PROPOSED+ TOTAL TOTAL LOT COVERAGE 331232 WALKWAYS & PAVING 0 ° ORIVEWAY 1653 1653 TOTAL IMPERWOUS o 4965 4965 IMPERVIOUS SURFACES 4965/24617= 20.17% OK AVERAGE GRADE 5% SLOPE TOEAST ENERGY CODE DATA ALL WORK SHALL CONFORM WITH REQUIREMENTS OF THE 2006 WASHINGTON S$ TATE ENERGY CODE. DOOR U-VALUE: 0.20 MAX FLAT CEILING: R38 ‘VAULTED CEIUNG: R30 < 500 SQFT. WALL ABOVE GRADE: R2t R30 ‘SLAB ON GRADE: R10 Or [ | N PENNSYLVANIA PL. eee Va a Py / ‘- AK 4d FRONT LANDSCAPE. MOUND _ ky Faas yor aaa , / , FiR DENDDRA cite Pas “et | wy ‘\ O ca. | CB CEDAR E- er Tay a POWER POLE 4 \ ‘on Q OO OSS a O< FR Lcd” tei ‘ |? a ObeeS FIRS FIR (NOBEL Boies O O fe ro. an a: ‘) : Soe PROPANE. TANS |__| NS NSLS MAPLE FIRS “O_ PINES re We A | se a VU XS 24" PER HAR L) Scorch PINE O \ | Oxo ——— < ' N 7 “ = ; i 4 MNDKo NE “Oo O NOBEL FIR SYR x12! fuer | Ps XN a ‘ Ps MAD RONE O* “s Noe F- vi | ) {hy c CRAB ppPLdO SS | _ ia " ‘\\ 114 ~ NG CRAB APPLE | Lu . NN: Nerd A NX. NONE MLDOK ine i z » » parPLese oN SQecotcu PINE. | Panne, no nwa | / Ss care A Or. rope dpenr cee || | | SS GO ‘s mY \NoPEL FIR NS -—1, ! YS aren PINE ON SdQTCH PINE in “ { iA” N i ye é ANN RoNE ‘’ “ f 5 ys e PROPOSED | 7 RIGHT_OF WAY . & . PLE Q a pes NO Mare SFR /SHOP an: ‘\ Ne | \ aS .s gor FIR 4 “td A : ) npLe NO | fh " PI : l 2 \ scott aN Sb sore FINE , a \ CRAB AP CRAB APPLE a \ SITE PLAN 1/16°=1" MACLE O ‘OQ tia hs \ — MADRE O ORR = | q TIMOTHY HODGE a ag: SL Cc rita | ‘ sOOK 124 Nos LF ‘ ° — Whie Drywell —-> ROCK WAL PORT TOWNSEND, WA 98368 Me Stag BTS Ak) JFEETHED . OCT 26 200 7 -_ a CITY OF PORT TOWNEND *S DSD ne PRYWwEer Secon STSRUMTEZ RO T SE T A E AG wr / fa l PARKING, AND TURNAROUND TO PE } BASALT CRUSHED Ct 00 O0 7 1G 0 0 0 C \ G # PROPOSED SFR /SHOP ah a a ee e TR I E RA R E R AR R OE - TWATEW OVS A < Sooo k Woe STRAW -DeYwen *1 * PYevpé 3° 7 DESIGWATERP TIGHTUNE TO 36 Se PISTEZS pw TREN 24"* 74" - DEYWwELL WZ. <Suawe AS VEY wy! FRONT: 20! REAR! AO | Sipe ABUTTING STREET: 10’ Ni : ved excepting any errors or omissions. All work must pass inspection in conformance with all applicable codes and regulations. ~s x _ SITE PLAN 1/16"=1' ZONING:R1 OWNER INFO: TIMOTHY HODGE JANICE HODGE PO BOX 1024 PORT TOWNSEND, WA 98368 CONTACT: PROJECT INFO: PARCEL NUMBER: 951900051 _~,PORT TOWNSEND, WA 98368 - LAMBERTON SHORT PLAT LOT1 2611 PENNYLVANIA PL., CITY OF PORT TOWNSEND, WA 98368 [BUILDING AREA J EXISTING PROPOSED+ TOTAL LIVING BASEMENT 0 0 MAINFLOOR 0 0 SECOND FLOOR _0 [) AOU . 800 800 SUBTOTAL 0 800 800 NON-LIVING MAINFLOOR 2640 2640 DECK 496 498 LOFT 432. 432 CAR PORT 672 672 SUBTOTAL. ~~ ~~ 4aa2. 4242 TOTAL AREA ‘ O 5042 3042 [LOT COVERAGE ] ; ISTING PROPOSED+ . TOTAL BUILDING FOOTPRINT 3312 3312 ADU: vw v TOTAL LOT COVERAGE 0 3312 B12 [LOT COVERAGE J 3312/24617= 13.45% [IMPERVIOUS SURFACES | EXISTING PROPOSED+ TOTAL TOTAL LOT COVERAGE 3312 3312 WALKWAYS & PAVING 0 0 0 ORIVEWAY 1853 1653, i!) TOTAL IMPERWOUS 0 4065. —C«GS IMPERVIOUS SURFACES | 4965/24617= 20.17% OK AVERAGE GRADE J 5% SLOPE TO EAST ENERGY CODE DATA ] ALL WORK SHALL CONFORM WITH REQUIREMENTS OF THE 2006 WASHINGTON STATE ENERGY CODE. BUILDING TO COMPLY WITH OPTION IV PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY, MAIN RESIDENCE AREA CALCULATIONS: HTD. FLOOR AREA = GLAZING AREAS= % GLAZING= THE FOLLOWING MINIMUM COMPONENT REQUIREMENTS APPLY TO ALL NEW CONS TRUCTION UNDER PRESCRIPTIVE OPTION IV: GLAZING/FLOOR AREA: UNLIMITED VERTICAT'GLAZING U-VALUE: 0.40 MAX “OVERHERD'CLAZNG U-VALUE: 0.58 MAX -SOORMUVALUE: 0.20 MAX * FLAT TEILING: ; R38 VAULTED CEIUNG: R30 < 500 SQFT. WALL ABOVE GRADE: R21 WALL BELOW GRADE (INT): R21 “G- WALL BELOW GRADE (EXT); R10 FLOOR: R30 SLAB ON GRADE: R410 PROv HODGE PREPAR JACOP Mcf DA |/24/20|0 CONTI SITE FLA Revter REVIS GENERA FRAMING: -TOLOW STANDARD FRAMING PRACTICES THROUGHOUT. >. STARWELL: —STARS TO HAVE A MAX FF RISE & MN 1” RUN WITH MAXMM $” DIFFERENCE BETWEEN EACH TREAD & f= DIFFERENCE OVERALL. ry OVED Date: a PA (fe) nme eee | FILE COPY "Building Official _CITY OF PORT TOWNSEND AHOPCEA GCeElYV cen 3 20 CITY OF PORT TOWNSt DSD PA | Ol + p ‘Ly ay - ’ MAIN FLOORPLAN M 1307.1 Appliance installation. au m m e e DE S I G N - BU I L D = Ph : 36 0 - 3 7 9 - 1 1 7 5 - Fa x : 36 0 - 3 8 5 - 9 7 7 2 is Mc F A D I N | 20 2 4 Cl a y St . - Po r t To w n s e n d , WA 98 3 6 8 WA # MC F A D D 1 9 6 9 M A ] : (JL) SAE Y= a = = - - Appliances shall conform to the H ¥ — _ ae , : | Yi, conditions of their manufacturer’s == - 7 - =a \ installation instructions. KITGEN ooo m nm 7 | mane sreenineen = lo satt | ! ae in hr ml : | DINE Sai | ’ a | YB aqft loo CEM . - - - - -— ee ae J FAN NIN )& HL NOTE 7 5 - - - - - -—4 we |v LIVING Oniilit@ I ROOM — - - - - — on cre Whole House Ventilation s Provide each habitable room with ud = = = = - -—<4 fresh air per the ! Washington State Ventilation Indoor 1 ! d = - ss 7 -—4 Air Quality Code Cc 24 VENTED WindOwWS /FRESH AIR PORTALS - - = - - -—* TT TT Y YY T Y r Y r Y r y Y y r y Y r y r y p t r p t r p r y y r y r t y r r p r y t r t tf tt ft | | 1 BEDROOM i] me wn _ - 42 sqft = _ -—7 —_/~ /\= Ee saft a zy ws ren ta meetin Renin Section R310, 2006 IRC ! ~ UA WAL Secfion RSTD.2006 IRC _ + _ _ 7 _ _ —_ with egress opening shail have a +a: minimum of 5.7 sq. ft. R502.2.1, Decks - Positive Attachment minimum height of opening, 24” ~ Decks shall be positively anchored to minimum width of opening, 20" ianestractme.Theatesenment MIT > ~~ LULL. tH) yeeeetenneans qm the primary structure. The attachment t 1 SIZED MANNUN SILL HEIGHT FROM FLODR-T4 - . ! PED shall not be accomplished by the use of ! ~—itoe nails or nails subject to withdrawal. t _ a SO CENT FAN Nu 7 ae yagi" y. | pacer eNeeReaares — _© Pe ae : it a ‘ica f | ee cn enn mpreememtl “ | p I 1 PROJECT = — Ps = - - -—a 1 ! I HODGE | ren || i il | a | i PREPARED BY ney eames || |S | | er 1 ' 7B MCFADIN ! f | =. 7 2 JACOD McFAVIN —_e - - - - — é Loe 3 i PATH WAL Tt K / et = | Se ee ay | i DATE y / Section R313 - Smoke Alarms. H Lt - - = ” -—d To be located in each sleeping room Vt I2/ 2 / 2009 and outside of each sleeping area in the Ht 1 XN vicinity of the bedrooms. Interconnected it — - - - -—< : ! \, = 110 volt with battery backup. ! CONTENTS 1 f te WA) FLOOR PLAN XJ : = SFR R311.5.3 - Stair Treads and Risers. Section R 319, inc fe Wood members that form the structural The max. Riser height shall be 7-3/4". supports of balconies, porches or similar The greatest riser height shall not exceed ~| buildings appurtenances shall be approved the smallest by more than 3/8 inch. natural resistance to decay or pressure phe min. Tread depth shall be 10". J treated wood. /R311.5, Handrails. Handrails shall be > S R308, Glazing,- 2003 IRC provided on at least one side of each | All glass located in areas considered continuous run of treads or stairs with four hazardous must be safety glazing and REVISIONS or more risers. Handrails shall not be less = identified by a geal OF eaten One than 34" and not more than 38" measured label. (acid etched in glass) AHODGEQOOO? bin from the toe of step. i woop aHoP 80 sqft WAX28 | BEAM ‘ssc 24 Section 411, 2006 UPC — Shower Stalls All shower compartments regardless of shape shall have a minimum finished FIRST FLOOR PLAN SAE: ¥ =f interior of one thousand twenty four square .D) inches and shall also be capable of encompassing a thirty inch circle. Le. aE ae | SO CEN. FAN NiN_> e) 309.2 Separation required aur The garage shall be separated from the residence and Is attic area by not PATH less than 1/2-inch (12.7 mm) gypsum board applied to the garage side ~~ ’ aa eo Ss eee ee ‘ I habitable I2 sqft (2 Garages beneath habitable rooms shall be separated from al! habitable rooms above by not less than 5/8-inch (15.9 mm) Type X gypsum board or equivalent. Where the separation is a floor-ceiling assembly, the structure supporting the separation shall also be protected by not less than |/2-inch UG 2.7 mm) gypsum board or equivalent MAIN SHOP BAA sqft R312.1 Guards required. Porches, balconies or raised floor surfaces located more than 30" above the floor or grade shall have guards not less than 36" in height. Provide intermediate rails which do not allow passage of a 4" sphere, (4-3/8" permitted on open side of stair only). A '.— SB oy ESS ct EZ! | ees a | #ss z 5 | 232 a wa ‘ ea z ro fy o | B58 ao | 4&2 = | |e Oa $a a —— = ha \j NOTES PROJECT HODGE PREPARED BY JACOB McFADIN DATE I2/2|/2009 CONTENTS Section508 - Uniform Plumbing Code. Water heaters shall be strapped at points within the upper and lower 1/3 points of its vertical dimension. At the lower point, a distance of not less than 4" shall be maintained above the controls with the strapping. FIRST FLOOR PLAN REVISIONS AHOVGEOOO? VW 6 9 6 T A A C V A O W #V M Zz CL L O - S 8 E - O 9 E -X B A - SL I T - 6 L E - O 9 € “U d > 89 E 8 6 VM ‘P u s s U M O L YO d - 1 AR I D 70 7 _ fa a ) 2 Tp ) YW ) CO - z ee OS tw Zz 5 SN tu } —— — = ci n g - No I s z a = S o | Le = [a d S w| & < 5 Oo — os GC V H A P N | S fe ty 10 N Zi E S o. 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R-value markers to be installed at least one for every 300 sq. ft. facing the attic access. Markers shall be affixed to the truss or joist and marked with the minimum insulation thickness. R-26 BATT INSULATION ~CCeee KX XX? re 3h" BC| 5000 SERIES FLOOR IST 6” OC. eB WAL Ba—RD ae tm en Vt” WALLBOARD , eee R-2| BATT INSULATION WINDOW FRAMING DETAIL DOUBLE 2X6 WALL STUDS 6X6 DOUG FIR HEADER ONE “KING” STUD AND PONE “ACK” STUD # CDX PLY SUBFLOOR Ik’xOk’ RIM BOARD OSB —_———— TYVEK. VAPOR. PARRIER — 2’ TIll BRECKENRIDGE SIDING IX2 BATTEN |2” 06. ___ | la 2X6 DOUG FIR WALL STW |é Oc. —T]| War R-20 BATT INSULATION % ANCHOR PAT |f WITH |@” MINIMUM 2’ GWB. | HOUR FIRE ee \" WALLBOARD INDEDMENT IN 2X6 PRESSURE TREATED CONCRETE "MUD SILL” / 5” CONC. SLAB W/ #4 REBAR 2’ GRID 3°X3'X2" GALVANIZED Va 4’X\4” FOOTING / WASHER #4 REBAR LONG. CONC. a Lal — A GRADE ; sl : J oN 2” RIGID INSULATION Lopes PEA GRAVEL i Mc F A D I N 20 2 4 Cl a y St . - Po r t To w n s e n d , WA 98 3 6 8 Ph : 36 0 - 3 7 9 - 1 1 7 5 - Fa x : 36 0 - 3 8 5 - 9 7 7 2 =8 WA # MC F A D D 1 9 6 9 M A PROJECT HODGE PREPARED BY JACOB McFADIN DATE [2/2|/2009 CONTENTS WALL AND FOUNDATION DETAILS REVISIONS AHODGEOOO? —— e