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HomeMy WebLinkAboutBLD07-029 (Complete)).'-'^ 1 )la BUILDINGPERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-s09s Project Information Permit Type Residential - Single Family - New Site Address 1012 HOLCOMB STREET Project Description New house with attached ADU and garuge Permit # Project Name Parcel # BLD07-029 94830stt7 Fee Information Project Details Decks - Residential Dwellings - Type V Wood Frame Private Garages - Wood Frame Project Valuation Building Permit Fee State Building Code Council Fee Technology Fee for Building Permit Record Retention Fee for Building Permit Site Address Fee Plan Review Fee Energy Code Fee - New Single Family Unit Plumbing Permit Fee per Dwelling Unit - New Residential Mechanical Permit Fee per Dwelling Unit - New Residential $294,914.88 2,085.75 4.50 41.72 10.00 610 SQFT 2,892 SQFT s98 SQFT 3.00 1,355.74 100.00 150.00 1s0.00 Total Fees Paid $3,900.71 Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certi$ 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 certifu that I am the owner ofthe property or authorized agent ofthe owner. Datelssued: 03/13/2007 IssuedBy: PWESTER_FIELD Print Name )) BUILDINGPERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-s09s Project Information Permit Type Residential - Single Family - New Site Address 1012 HOLCOMB STREET Project Description New house with attached ADU and garage Permit # Project Name Parcel # BLD07-029 948305117 Conditions 10. Property corner pins must be located at time of foundation inspection to veri$r setbacks. 20. Temp. erosion control measures must be installed and maintained prior to approval of any building inspections. 30. Building is approved as a single-family residence with an ADU. Any use as a transient accommodation is prohibited. Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certi$r 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 certifr that I am the owner ofthe property or authorized agent ofthe owner. Datelssuedr 0311312007 IssuedBy: PWESTERFIELD Print Name \n' ) BIJILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)37e-s09s Project Information Permit Type Residential - Single Family - New Site Address 1012 HOLCOMB STREET Project Description New house with attached ADU and garage Permit # Project Name Parcel # BLD07-029 948305 1 I 7 Names Associated with this Project Type Name Applicant Humphrey Christine A Owner Humphrey Christine A Contractor Bob Fitzpatrick Contractor Robert Fitzpatrick Contact Phone # License Type License # Exp Date Bob Fitzpatrick Bob Fitzpatrick (360) 385-4451 (360) 38s-44s1 CITY STATE 5163 r213U2007 BOBFIFC963 JL 04 I 13 I 2008 *** sEE ATTACHED CONDITIONS **x 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 that I am the owner for this permit is true and accurate to the best of my knowledge. I further certifu Datelssued: 03113/2007 IssuedBy: PWESTERFIELD Print Name provided as a part of the of the owner -; CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. 4-t6 - D8 PERMIT NUMBER:DATE OF INSPECTION: SITE ADDRESS: PROJECT NAME: CONTACT PERSON: TYPE OF INSPECTION: CONTRACTOR: PHONE: i4'""ovED ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection II NOT APPROVED Call for re-inspection before proceeding. E-26-dfInspectorDate Approved plans and permit card must be on-site and available ot time of inspection. 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Please answer the following questions: TYPE OF PROJECT: ffiaddition over 750 square feet Must meet whole house and spot ventilation requirements, and showfull WSEC compliance as a stand-alone project. A detached, habitable structure such as an Accessory Dwelling Unit regardless of size must also meet these requirements. I House addition under 750 square feet Possible trade-offs are allowed with the existing buildingfor WSEC compliance, such as increasing ceiling insulation. See WSEC component pedormanceforms. NOTE: A house addition less than 500 sq.ft, does not require whole house ventilation. Spot ventilation is still required. TYPE OF HEATING - Please check all that annlv: Electric n Wall Heater tr Baseboard I Forced Air Furnace ! Radiant Floor (Boiler) tr Other _ Non-Electric: Propane:J Radiant Floor/Baseboard (Boiler) I LPG Stove tr LPG Furnace ! Other LPG pHeat Pump tr Oil Furnace tr Woodstove (can only be used as secondary heat source) VAPOR RETARDERS: Vapor retarders shall be installed toward the warm surface as represented below. Select one option for floors, walls, and appropriate ceilings: r Floors: KPlywood with exterior glue ! Poly plastic (greater than or equal to 4 millimeter thick)I Backed batts o Walls: tr Poly plastic (greater than or equal to 4 millimeter thick)I Face-stapled, backed batts Slow-perm paint r Ceilings: ! Not required where ventilation space averages greater than or equal to 12 inches above insulation n Face-stapled, backed batts I Poly plastic (greater than or equal to 4 millimeter thick) S,Low-perm paint SEE BACK P:\DSD\Department Forms\Eluilding Forms\Application-Residential Energy Code Checkli$.doc Page I of I ""-\ -'a j) Prescriptive Approach - Simple Form For the Washington State Energy Gode (2001 Edition) Climate Zone f Site lnformation ur bt4stlFgt4? Aots I e?s qt Lora t1 ,1?'11 Address: Hovam +r City:Pa rz-1-'-o*-,LJ z?t5.*N N State: W tr ?tp:4bz ta6 Contac't: Phone: t+\rvlJ{stz_ t)- o7t Building Department Use Only Perrnit #: Notes: E trr/ txJ ln l41aAN - DtE-7tAr.,qa F Lo, uo 7ot ^?+7/l- Table6-1 PRESCnIPTWE REQUIREMENTIT qr FOR GROUP R OCCUpAIyCy CLID{ATDZONE T See the code This proiect complies with the following:y' tne project is a single fanily residenoe or duplex.{ Tn project is wood frame OR all of the insulation is interior or exterior of the framing./ Xt building components meet the requirements listed in Table dl, Option lll.{ tne project will nreet all other provisions of the WSEC and MAe. The project will take advantage of the followin-g exceptions to the prescriptive option: El, 6OZ.O Exception 1. One door, that is 24 ft.2 or less, that does not meet the standards is allowed Location of the door taking this exception M D 0 0OZ.O Exception 2. Doors with a tlfac{or of 0.40 allowed without calcutations, Option ll! only. Location of the door(s) taking this exception Copyrll{ 20@ WSU0EEPO2-@ Copiet by permission fom the Wastrirgton State University Cooperative Extension Energy Program VaultedOptionCeilind Vertical Ceilind m 0.40 0.58 0.20 R-38 R-30 R-21 Overheadlt factor U- Wall Above Grade Glazing Arealo % of Floor Unlimited GroupR-3 Ocoupancy Wall Inta Below Grade Wall Ec4 Below Grade Floof Slaba On Grade R-21 R-10 R-30 R-10 Prescriptive - Simple Form - Climate Zone 1 5131Dfi2 Kirk Boike ARCHITECT a 4601 Mason Street <) PortTownsend WA 98368 a 360 38S 6140 architect@surfbest. net 2006 The calculations herein cornply with the requirements of the 2003 IBC (internationalBuilding Code), IRC (InternationalResidential 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). Seismic zone: Dz Ground snorv load: 25psf Exterior deck load: 65psf (DL+LL) DL (hay storage, if applic.): l25psf Dl(other): 20psf Wind speed: 85mph, exposure "C" Wind loading: l5psf Weathering probability: Moderatb Frost line depth: 18' Termite infestation prob.: SIight to Moderate Decay probability: Slight to Moderate Winter design Temp,: 20 degrees F Soil bearing: 1500psf vertically; 1O0psf/ft (bearing), l30psf (sliding) laterallyCalculator: Hewlett Packard 12c with RPN data entry Sincerely, Kirk Boike, Architect #6528 expires: 30 April2008 Sincerely, Kirk FEB 15 2|j07 LATFr<^l t?E?taLl FoK <.t4rzlb Hut",lp\eay *oucovl *r, JAFIUaKY '/-cso1 Kirk Boike ARCHITECT {Mason Street O PortTownsend WA architect@surfbest. net 1$,Y I 8 . 360 385 6140 ' . 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Ii il i i ' \r ' ( I '( I \ \rrrit-1T_a-rrr iriitt 4 d,tt, ll a1 E..'t tt tvrJ '\ Il\vl r y.f-. 4-114 \aob u/tt Kirk Boike ARCHITECT 4601 Mason Street Port Townsend,.WA 98368 360.385.6{40 a rchitect@su rf best. net Square Footing Design Description FI General lnformation Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension 1.800 k 5.500 k 0.000 k 3 0,000 psf 145.00 pcf 1.330 3.50 in Footing Dimension 2.500 ft Thickness 7.25 in # of Bars 3 Bar Size 4 Rebar Cover 3.000 fc 2,400.0 psi Fy 30,000.0 psi Allowable Soil Bearing 1,500.00 psf Rei Rebar Requirement Actual Rebar "d" depth used 2O0lFy As Req'd by Analysis Min. Reinf 7o to Req'd Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn.Phi :Capacity 4.000 in 0.0067 0.0029 in2 0.0039 o/o 1,255.60 psf 1,995.00 psf 1.23 k-ft 2.08 k-ft As to USE per foot of Width Total As Req'd Min Allow % Reinf 0.186 in2 0.465 in2 0.0014 Footing OK 2.50ft square x 7.3in thick with 3- #4 bars Max. $tatic Soil Pressure 1,255.60 psf Allow Static Soil Pressure 1,500.00 psf Vu :Actual One-Way VntPhi : Allow One-Way Vu : Actual Two-Way Vn*Phi : Allow Two-Way Alternate Rebar Selections.. 3 #4's 2 #5's 1 #7's 1 #8's 32.47 83.28 psi psi 98.72 psi 166.57 psi 2 #6's 1 #g',s 1 # 10's l/l{irk Boike ARCHITECT 4601 Mason Street Port Townsend,.WA 98368 360.385.6140 net Square Footing Design Description F2 General lnformatlon Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weighl LL & ST Loads Combine Load Duration Factor Column Dimension 14.400 k 0.000 k 3 0.000 psf 145.00 pcf 1.330 3.50 in Thickness # of Bars Bar Size Rebar Cover fc Fy I 5 3.000 2,400.0 psi 30,000.0 psi 9.25 in Allowable Soil Bearing 1,500.00 psf Reinforci Rebar Requirement Actual Rebar "d" depth used 20OtFy As Reg'd by Analysis Min. Reinf % to Req'd Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn'Phi : Capacity 5.938 in 0.0067 0.0039 in2 0.0052 % 1 ,31 1.77 psf 1,995.00 psf 3.62 k-ft 7.75 k-ft As to USE per foot of Width Total As Req'd Min Allow % Reinf 0.371 in2 1.485 in2 0.0014 Footing OK 4.00ft square x 9.3in thick with 8- #5 bars Max. Static Soil Pressure 1,31 1.77 psf Allow Static Soil Pressure 1,500.00 psf Vu ; Actual One-Way Vn-Phi : Allow One-Way Vu : Actual Two-Way VntPhi : Allow Two-Way Alternate Rebar Selections.. I #4's 5 #5's 3 #7's 2 #8's 40.19 psi 83.28 psi i44.56 psi 166.57 psi 4 #6's 2 #9's 2 # 10's sl* Kirk Boike ARCHITECT 4601 Mason Street Port Townsend, WA 98368 360.385.6140 rfbest,net Description Zyr I Criteria Retained Height Wall height above soil Total Wall Height Top $upport Height Slope Behind Wal Height of Soil over Toe Soil Density Wind on Stem Surcharge Loads 8.50 ft = o.0o:1 = 0.00 in = 110.00 pcf 0.0 psf Allow Soil Bearlng Equivalent Fluid Pressure Heel Active Pressure Toe Active Pres"ure Passive Pressure Water height over heel FootingllSoil Frictior = 1,500.0 psf Method = 0.0 = 0.0 = 0.0 = 0.0ft = 0.300 = 0.00 in 0.0 #/ft 0.00 ft 0.00 ft 8.00 fr 0rq0 ft 8.50 fr Restrained Retaining Wall Design Soil Data Footing Strengths & Dimensions fc = 2,400 psi Fy = 30,000 psiMin.As% = 0.0014 Toe Width = 0.50 ft Heel Width = 1.50 Total Footing Widtl = 2 00 Footing Thickness = 9.25 in Key Width = 0.00 in Key Depth = 0,00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Footing Load Soilheight to for passive ignore pressure Uniform Lateral Load to Stem Surcharge Over Heel = 0.0 psf >>>NOT Used To Resist Sliding & Overturn Axial Load Applled to Stem Axial Dead Load = Axial Live Load =Axial Load Eccentricity * 0.0 psf & Overturning 150.0lbs 450.0 lbs 0.0 in Lateral Load ...Height to Top ...Height to Botton Stem is FIXED to top of footing Deslgn height Rebar Size Rebar Spacing Rebar Placed al Rebar Depth 'd' fdjacent Footing Load :Footing Width a Eccentricity = Wall to Ftg CL Dist = Footing Type Base Above/Below Soil at Back of Wall Mmax Between Top & Base 2,000.0 lbs 2.00 ft 0.00 in 4.00 fr Line Load 0.0 ft Design Summary I Goncrete Stem Construction [:_ ";v,trj;s.juftiruffirry:l:aY€"r'd:tp{.?.ii,:t j;:.*.-.:-r::: Total Bearing Load = 2,379 lbs Thickness = B,OO in Fy ; 30,000 psi...resultant ecc' = 0.96 in walt weight ; 96.7 pcf f ; = z,aoo psi Sqil Pressure @ Toe = 905 psf OK Soil Pressure @ Heel = 1,473 psf OK Altowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,319 psf ACI Factored @ Heel = 2,146 psf @ Top Support @ Base of Wall Footing Shear @ Toe = Footing Shear@ Heel =Allowable = Reaction at Top = Reaction at Bottom = Slidino Calcs Slab Resists All Slidino ! Lateril Sliding Forc€ = 6.8 tbs Footing Design Results Toe - Fleel 1 ,31 I 2,1 46 psf 0ft4 484 ft+ 484 ft4 16.83 psi 83.28 psi Mn * Phi.....Allowable Shear Force @ this height =Shear.....Actual =Shear.....Allowable = Rebar Lap Required = Rebar e rbedment into footing 9.1 psi OK 16.8 psi OK 83.3 psi 0.3 lbs 0.8 lbs Stem OK 8.50 ft#5 16.00 in Center 4.00 in Stem OK 0.00 ft#5 16.00 in Center 4.00 in Stem OK 0.00 ft#5 16,00 in Center 4.00 in 0.001 1.4ft+ 2,017.8ft4 0.8lbs 0.02 psi 83.28 psi 6.00 in Design Data tblFB + talFa Mu..,.Actual 0.000 0.0 ft+ 2,017.8 ft+ 0.0lbs 0.00 psi 83.28 psi =12.00 in 0.001 1.4 ft4 2,417.eft+ 12.00 in Factored Pressure = Mu': Upward = Mu' : Downward = Mu: Design = Actual 1-Way Shear = Allow 1-Way Shear = 173 20 153 9.13 83.28 Other Acceptable Sizes & Spacings: Toe: None Spec'd -or- Not req'd, Mu < S'Fr Heel:None Spec'd -or- Not req'd, Mu < S " Fr Key: No key defined -or- No key defined 1/\l Kirk Boike ARCHTTECT +601 Mason Street Port Townsend,. WA 98368 360.385,6140 urfbest.net I Restrained Retaining Wall Design Description of Forces on Footin : Slab RESISTS sl stem is FIXED at on ng pressure >>> Sliding Forces are restrained by the adjacent slabLoad & Moment Summary For Footing : For Soll Pressure Cales Moment @ Top of Footing Applied from Stem Surcharge Over Heel = lbs Axial Dead Load on Stem = 600.01bs Soil Over Toe = lbs Surcharge Over Toe = lbs Stem Weight = 821.71bs Soil Over Heel = 733.3 lbs Footing Weight = 223.5 tbs Total Vertical Force = - 2,378.5 lbs Soil Pressure Resulting Moment = Base Moment = 2,567.9 ft4 -189./ft+ = ft 0.83 fr ft ft 0.83 ft 1.58 fr 1.00 ft -1.4ft+ ft+ 500.0 ft+ ft+ ft+ 684.7 ft+ 1,161.1 ft+ 223.5ft$ Kirk Boike ARCHITECT 4601 Mason Street Port Townsend, WA 98368 360.385.6140 Description RW2 Cantilevered ing Wall Design SoilData Allow Soil Bearing Equivalent Fluid Pressure Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel Footingl!-soil Frictior Soil'height to ignore for passive pressure \o/t\ ; Footing Strengths & Dirnensions i fc = 2,400 psi Fy = 40,000 psi Min.As% = 0.0012 Toe Width = 1.00 ft Heel Width = 2.00 Total Footing Widtt = - -' -3.00 Footing Thickness = 9.25 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in 8.00 ft 0.50 ft 0.00: 1 0.00 in '110.00 pcf Griteria Retained Height Wall height above soil Slcrpe Behind Wal Height of Soil over Toe Soil Density Factored Pressure Mu':Upward Mu': Downward Mu: Design Actual 'l-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing = 1,500.0 psf Method = 0.0 = 0.0 = 0.0 = 0.0ft = 0.300 Wind on Stem 0.0 psf , Surcharge Loads I Surcharge Over Heel = 6.6 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning ' Axial Load Applied to Stem h Axial Dead Load = 100.0 lbs Axial Live Load = 200.0 lbs Axial Load Eccentricity = 0.0 in Oesign Sumrna.V- - -- rru Total Bearing Load = 2,936 lbs ...resultant ecc. = 0.80 in Soil Pressure @ Toe = 1,110 psf OK Soil Pressure @ Heel = 848 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,592 psf ACI Factored @ Heel = 1,216 psf Footing Shear @ Toe = 10.5 psi OK Footing Shear @ Heel = 27.6 psi OKAllowable = 83.3 psi Wall Stability RatiosOverturning = 4.15 OKSliding = 3.78 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 217.4 lbs less 100%o Passive Forcer - 0.0 lbs less 1000/o Friction Force= - 820.7 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 'l Stability = 0.0 lbs OK n Results Toe = 1,592 = 775 =81= 694 = '10.55 = A??R = None Spec'd = None SpeCd = None Spec'd Lateral Load Applied to Stem H -- Adjacent Footing Load Hwagtr-rit'f.:I:;5t1 Adjacent Footing Load = 2,000.0 lbs = 0.00 in Lateral Load ...Height to Top ...Height to Botton Stem Construction Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data f/olFB + lalFa Total Force @ Section Moment....Actual Moment.....Allowable Shear.....Actual Shear.....Allowable Footing Width :Eccentricity L Wall to Ftg CL Dist = Footing Type Base Above/Below Soil at Back of Wall 0.0 #/ft 0.00 ft 0.00 ft 2.00 ft 0.00 in 4.00 ft Line Load 0.0 ft ft rgpStgm Stem OK= 0.00 = Concrete = 8.00 =f5= 32.00 = Edge Bar Develop ABOVE Ht. in = Bar Lap/Hook BELOW Ht. in = Wall Weight = rus ] ft*= Psi = Psi = ln= 0.585 366.1 1,850.6 3,162.1 4.9 83.3 23.88 6.21 96.7 6.1 9Rebar Depth Masonry Data fm Fs 'd' pst psl Heel 1,216 psf 0ft+ 1,301 ft+ 1,301 ft+ 27.61 psi 83.28 psi Solid Grouting Special lnspection Modular Ratio'n' Short Term Factor Equiv. Solid Thick. Masonry Block Goncrete Data Type = Medium Weight fc psi = 2,400.0Fy psi = 60,000.0 Other Acceptable Siz6s & Spachgs Toe: Not req'd, Mu < S * Fr Heel:#4@ 23.75in,#5@36.75 in, #6@ 48.25 in, #7@48.25 in, #8@ 48.25in,#9@4 Key: No key defined |/il Kirk Boike ARCHITECT 4601 Mason Street Port Townsend,,WA 98368 360.385.6140 @__ I L Cantilevered Retaining Wall Design Description RW2 Overturnl & Force lbs OVERTURNING. Distance ft orces & Moments " llloment fr+ Forci" lbs 1,173.3 266.7 100.0 821.7 346.9 27.2 .RESrSTrNG.... Distance 2.33 2.33 1.33 1.33 1.50 3.00 lVloment ft+ 2,737.8 622.2 1 33.3 1,095.6 520.3 a1.7 Item Heel Active Pressure = Toe Active Pressure = Surcharge Over Toe = Adjacent Fooiing Load = Added Lateral Load = Load @ Stem Above Soil =SeismicLoad = 0.26 5.75 Soil Over Heel - Sloped Soil Over Heel = Surcharge Over Heel ='Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe Surcharge Over Toe =Stem Weight(s) =Earth @ Stem Transitions= Footing Weighl =Key Weight =Vert. Component = 217.4 1,250.3 Total = 217.4 O.T.M.,o 1,250.3 Reeistlng/Overturnlng Ratio = 4.15 Vertical Loade used for Soil Pressure = 2,935.8 lbs Vertical component of active pressure used for soil pressure Total = 2,735.8 lbs R.M.=5,190.9 ') I ililt ilil lliltil ilil tilriil ililt til tilt til ill .lcf fe.son Corrntv Atrd Ct{RTSTINF Ht,Mpl.{RFV 52 t 306 Page: 1 of 2 @3t13t2@@7 011A4PNTIT A? AOI Cify of Port Townsend Development Services Department 250 Madison Street Suite 3 Port Townsend, WA 98368 NOTICE TO TITLE Grantor: Christine Humphrey Grantee: City of Port Townsend, a Washington municipal corporation. Reference: City Permit Numbers BLD07-029 and SDP07-006 Legal description: The Grantor owns the following described real property: Eisenbeis Addition, Block 51, Lots 17 to 19 Assessor's Parcel Number 9 48-305-l 17 NOTICE IS HEREBY GIVEN to the Grantor/Owner of the above-referenced real property, to potential purchasers and future owners, to agents or representatives, and to any other concerned person or entity: 1)An Accessory Dwelling Unit (ADU) with the address of 1006 Holcomb Street will be built within the single-family residence at l0I2 Holcomb Street. The ADU is accessory to and shares utilities with the single-family residence. 2)The Port Townsend Municipal Code (PTMC) requires that the property owner reside on the subject property, in either the principal residence or ADU in order to rent or lease the other unit. A one-year hardship waiver may be granted by the City in accordance with PTMC 17.16.020.C.2. Additionally, neither the principal nor accessory unit shall be used as a transient accommodation (PTMC 17 .l 6.020.C.3 ). A transient accommcdation is defined as a use less than 29 days (PTMC 17.08.060). 3) This notice may be removed or modified only with approval by the City. Page I of2 Parcel Details - *i;giaiiffi-.ftiit6**i? Parcel Number:948305 1 1 Parcel Number: 948305117 Owner Mailing Address; CHRISTINE HUMPHREY 1430 LOPEZ AVE PORT TOWNSEND WA9B36B27O3 Site Address: Section: 10 Qtr Section: NE1/4 Township: 30N Range: lW School District: Port Townsend (50) Fire Dist: Port Townsend (B) Tax Status: Taxable Tax Code: 100 Planning area: Port Townsend (1) Page I of2 Prir:ter Friendlv Sub Division: EISENBEIS ADDITION Asses$sr's Land Use C*iJe: 9100 - VACANT LAND Property Description: ETSENBETS ADDTTTON I BLK 51 LOTS 17 TO 19 | CERT/LOTS OF REC #51347L I I Click on photo for larger image. t(NO llhrlt* Availnble Nn 2ncl l)hoto Available x Hurnn ; tnunfy lnfn Dnpnrtmenls Sesreh J gf f g rs0 n {o u nty ",:,,1 li"',;,,ii',','u,:',,:,i, ,,:;',',;,,, No Permit Data Available No Assessor Data Available lt"t*Iax, A/V, Sales Info Jefl*r:on Counf I',' i t,'. :i : :: t; i i-: ti *e$H I esuillT"Y ::qFo I sf;p&aYHxF{Ts I sIARCH Best viewfld lr/iih Microsoft Inlernet Expiorer $.0 or late r Uff \/indo'.{s - Macry- http : //www. co j efferson.wa.us/assessors/parcel/parceldetail. asp 31612007 s t\o.0cCITY OF PORT TOWNSEND VELOPMENT SERVTCES DEPARTMEN City Hall,250 Madison Street, Suite 3 Port Torvnsend, WA 98368 Phone: 360-379-5095 Fax360-344-4619 RESIDENTIAL BUILDING PERMIT APPLICATION NEW CONSTRUCTTON, REMODELS, & ADDITIONS Property Owner's Name(s)LHrztnTtpa HuMp{-\\z-u-J Mailins Mdress | +a O Lr) ? g,Z FstJ €' City,State,Zip TOfzf TdrAJ tJ4ts'r-Jb , NN 1gl 68-21O 7 Phone (e,"Dz,11 - 03t1 Permit No. Property Street Address llo,-,&m 4T ZonngDistrict Parcel #+6 o It Legal Description; Addition Fl4.gr..l ts Block I Buff[Lot(s)t1 I I General Contractor's Name lZ-O nqZf F I TL ? f<-Tl?)Of- MailingAddress 4+27 4 FU JU A-^J AVf [aT -I-o r^/ P +{rU D wN abSu Phone bD 3O' - ++Tl Cell Phone State License Number O O O F \ F L < b2 l L- Ciry Business License Number Authorized Representative/contact person: F og t*rar F I fr-pATpl c( phone:(s,.o) 7bt - *+st Estimated Value of construction $ Financed By Date Work is to Begin Date Work is to be Completed Scope of Work: Please check all items that apply for the type of building permit you are requesting: Floor Area: the proposed structure is to be used for: K New House Addition K New Garage or Carport Repair/Remodel Garage Repair/Remodel House x Accessory Dwelling Unit Manufactured Home Other (please describe) Finished Heated Space sq. ft: h oV4e \ 4 -7 t N()u 4zl Garage sq. ft: Va Unfinished Heated Space sq ft:Carport sq. ft: Unfinished Basement ft:Porches sq. ft: Semi-Finished Basement ft:Decks sq. ft: bt O Storage sq. ft:rIl] 1Other (please describe)5 ZUU' P:\DSD\Forms\Building Forms\Application-Residential Building permit.doc Page 1 of2 )) CITY oF PoRT TbwNsnND RESIDENTIAL BUILDTNG PERMTT APPLICATIoN NEW CONSTRUCTION, REMODELS, & ADDITIONS Special Conditions Please check YES or NO as applicable YES NO l Is the propefty within 200 feet of a fresh or saltwater shoreline?x 2. Is the propertry within the Port Townsend Historical District?x 3. Is the property located within or adjacent to an environmentally sensitive area?X 4. Will this proposal involve any sewer, water or other utility extensions that will, or could serve vacant properties other than the project site? If yes, please attach information identi$ring the utility extensions and sites.X 5. Have any special conditions been placed on this properfy, or has the property been subject to any conditions on any prior action of the City (if "Yes" to any of the following, attach copies of appropriate documents x Subdivision/Short Plat/Boundary Line Adjustment? SEPA (environmental review)? Variance? Conditional Use Permit? Street Vacation? Planned Unit Development? Restrictive Covenant? Easement? 6. Are any properties within 800 feet of the site owned or controlled by the applicant, any relative or business associate, or any partnership, corporation, or other entity affiliated with the applicant? (If ps,X 7. Have of the properties listed in item #6 been developed within the last two years? (If yes, attach list.)K 8. Have you previously discussed this project with a City staff member? If yes, who and when? K Applicanf Certifi cafion The applicant hereby certifies to have knowledge of those sections of the International Residential Code and the Port Townsend Municipal Code pertinent to the above project and that the applicant is responsible for constructing in conformance with these codes; the applicant understands that the permit, if issued, expires in six months unless work is started; that the permit, after construction has started, will expire aftei one year if an inspection is not made to show significant progress on the fructure; the applicant agrees to abide by the ordinan""r, ,od"r, regulations, restrictive covenants, deed or plat restrictions, and water and sewer plans attached hereto; the applicant certifies that all information given above and on accompanying plans i complete and accurate to the best of their knowledge; and the applicant understands that this information will be relied upon in granting permits and that if such information is later found to be inaccurate any permits may be withdrawn. P:\DSD\Forms\Building Forms\iApplication-Residential Building permit.doc Page 3 of 3 { Residential Building Plans Ghecklist City of Port Townsend Development Services Department 25O Madison Street, Suite 3 Port Townsend, WA 98368 (360) 379-5095 Fax: {360) 344-4619 Name 6Hfzl4T I rJ€H u urp+l pr/Pemit# This checklist is for new dwellings, additions, remodels and garages. The purpose is to show what you intend to build, where it will be located on your lot, and how it will be constructed. In addition to this form. please submit: . Residential Building Permit Application form . Sensitive Areas Questionnaire .2001 Washington State Energy Code forms, Use either prescriptive forms, or component performance forms with calculations. . Washington State Energy Code Construction Checklist . Two sets of plans. 18" x 2+, plansheet size is preferred. Plans mustbe to scale. Vq": 1ft. is preferred. . If an architect has signed your plans, one set must have an original signature and wet stamp on each page. o For structures that require engineering (including pole structures, suffooms, dormers of a certain size, "irregularly shaped" structures) provide two copies of calculations from a Washington Licensed Architect or engineer. One set must have an original signature and wet stamp. For New Residential Dwelling Construction also submit: r Street/Utility Development Permit application, or Minor Improvement Permit application if water and sewer are already stubbed to the property. For any utility extensions, provide engineered plans. . Two additional copies of the site plan for Public Works (three sets if a septic system is proposed). Please also include one reduced 8-ll2'x L1" size site plan. NOW: Electrical Permits are required by the State of Washington Department of Labor & Industies (L&I). Contact L&l at (360) 417-27A0for more information. l'.ji I r /-,/\'j i i I i ,/ : iir, P:\DSD\rorms\Building Forms\Application-Residential Building permit plans checklist.rtf Rev. 8/706 Page I of4 ! " PAGE#FLOORPLAN PAGE# WALL SECTION P:\DSD\Forms\Building Forms\Application-Residential Building Permit PIans Checklist.rtf Rev.8/7/O6 zl+Room use,size and square footage by floor level. z/rr Braced wall panel locations 3 Smoke detector locations. Stairways:width, rise, run handrails" zuardrails. landinss. etc. I?t+Window, skylight and door locations and sizes, with egress and safety glazing, if applicable. (Include brand/model and U factor on energy application.) b Rafter and ceiling joist size, material grade, layout and spans. Roof framing plan required if rafters, optional iftrusses. Attic access location and dimensions. 4 Plumbine fixtures. Hot water tanks, furnaces. fireplaces. solid fuel appliances and combustion air ducts.9 Location of whole controls and timer9I.ocation and cfm of all other exhaust fans (i.e. bathroom. kitchen and laundrv) b Type of exhaust duct material, duct path and exterior termination point of appliance vents and environmental exhaust ducts.,v Tvpe and location of all WSEC outside fresh air inlets. Fire blocking +/s l-hr. construction between dwelling & garage on garage side. 4l€If engineering, show shear wall symbol and verbiage on the floor plan itself 1 F reinforcement vertical below natural and final 1 Foundation width and reinforcement hold if 1 washers x 2 x3116 treated Thickness of floor slab 1 Floor under floor clearance from for oists and beams Floor and 1 Wall stud and to be used or advanced-6 1 and insulation Wall and &weather-resi stive b arrier and location of 502.1 -1 b Sheetrock:and location. material and R-value in and below flo and slabs o with and to wall. 1 Ceiling height. 1 b Roof materi roof attic ventilation Page 3 of4 )) City of Port Townsend Development Services Department CRITICAL AREAS QUESTIONNAIRE Permit applications are reviewed by our staffto make apreliminary determination ofthe presence or absence of a Critical Area on the property, pursuant to Chapter 19.05 of the Port Townsend Municipal Code. To help us make this determination, please supply the following information. General Information: Critical Area t') % ApplicantName: OA ?lATl NE Ituyr ?firz-4 rmn@ uDZll-oZ l4Zo Uo?6-z Ava 7oV', 1zlt."r N?qs\ib\ lV/v ?tMailing Address: Property Address (if different)UDtlt)A 4 Description of Proposal (include site plan): F.r tnp pe I >6*,{,E- n11J D A DU The proposed new construction creates Lb b1 square feet of impervious surface. What best managernent practices are proposed? a rur :*.Uf+.r:s tn t o/orz H Fy F kvg? 1. Is any portion of the property within or near a mappedCritical Area? (Maps are available at the Development Services Department)YES X NO 2. Is there any standing or running water on the surface of the siteat any time during the year?Yes X No If YES, please describe: Has any portion of the site been identifed as a wetland? If YES, please describe: KNoJYES Is the site characterized as: Forest Meadow 1', Mixed 4 Cleared P:V)SD\Forms\Land Use FormCrApplicationCritical Areas euestionnaire.doc ReceiptNunrben mffi BLD07-029 BLD07-029 BLD07-029 BLD07-029 BLD07-029 BLD07-029 BLD07-029 BLD07-029 BLD07-029 9483051 1 7 9483051 1 7 9483051 1 7 9483051 1 7 948305117 948305117 9483051 1 7 9483051 17 9483051 17 $1,355.74 $41.72 $100.00 $4.50 $150.00 $150.00 $2,085.75 $10.00 $3.00 Total: $1,355.74 $41.72 $100.00 $4.50 $150.00 $150.00 $1,935.75 $10.00 $3.00 $o.oo $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $o.oo Plan Review Fee Technology Fee for Building Permit Energy Gode Fee - New Slngle Famil State Building Code Gouncil Fee Plumbing Permit Fee per Durelling t Mechanical Permit Fee per Dwelling Building Perm it Fee Record Retention Fee for Building P Site Address Fee $3,750.71 07-olo2 CHECK 021'1512007 Building Permit Fee 1077 Total $3,750.71 $150.00 BLD07-029 $ 3,750.71 genprntrreceipts Page 1 of 1 a I Receipt Nunber:ffimilp BLD07-029 948305117 Building Permit Fee CHECK 1072 Total $2,085.7s $1s0.00 Total: $150.00 $1,935-75 $ 150.00 $1s0.00 genpnlrreceipls llage 1 of 1 )CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG DATE RECEIVED -1PERMIT # SCOPE OF WORK: DATE ACTION INITIALSzENTERED INTO CHET CA-to - No evidence CHECKED FOR COMPLETENESS a c\n q< Sr --r (t- o t8-t 't -, 3 rrl t t I I -t' ,-h-- I hl'flStv' ll i .l Inspection Report Project {Permit# BtOoZ -c21 L Date Inspector Inspection & Notes s-30-K \"{Stlmd-ultu,- tg6Q( &eh LztLL t-t-O bJo&rrtrc\ /tAsu4{, ftUJtr4L ,LPG \ VLnK (Fzu.{Aza-<O lrJ^\1/1t o,.l t ti ur <, il ,# A kfQ-rt mb knol,Fu tM-d,'l'<- Qltrlu Ru Ir ,)- <- (& q#N,r,trfn A^ o \l**lir q# I tI fi lrlla-tlrt A ll,, {'- ^X . -.,Ea \ t )-ft1//frl)tt)t4- CO N S T R U C T I O N PR O G R E S S RE C O R I ) CI T Y OF PO R T TO W N S E N D De v e l o p m e n t Se r v i c e s De p a r t m e n t 25 0 Ma d i s o n St r e e t . Su i t e 3" Po r t To w n s e n d . WA 98 3 6 8 PO S T TH I S CA R D IN A SA F E , CO N S P I G U O U S LO C A T I O N , PL E A S E DO NO T RE M O V E TH I S NO T I C E UN T I L AL L RE Q U I R E D IN S P E C T I O N S AR E MA D E AN D SI G N E D OFF BY TH E AP P R O P R I A T E AU T H O R I T Y AN D TH E BU I L D I N G IS AP P R O V E D FO R OC C U P A N C Y . ST A M P E D AP P R O V E D PL A N S MU S T BE AV A I L A B L E ON TH E JO B S I T E , PA R C E L NO . 94 8 3 0 5 1 1 7 PE R M I T NO . BL D 0 7 - 0 2 9 IS S U E D DA T E 03 t 1 3 t 2 0 0 7 D( P I R A T I O N DA T E AD D R E S S 10 1 2 HO L C O M B ST R E E T CO N S T R U C T I O N TY P E V- B OC C U P A N T LOAD OW N E R HU M P H R E Y C H R I S T I N E A PR O J E C T DE S C R I P T I O N Ne w ho u s e wi t h at t a c h e d AD U an d qa r a q e CO N T R A C T O R RO B E R T FI T Z P A T R I C K LE N D E R IN S P E C T I O N IN S P DA T E CO M M E N T S IN S P E C T I O N IN S P DA T E COMMENTS TO RE Q U E S T AN TN S P E C T I O N CA L L (3 6 0 ) 38 5 - 2 2 9 4 . IN S P E C T I O N RE Q U E S T S MU S T BE RE C E I V E D PR I O R TO 3: 0 0 PM FO R NE X T DA Y IN S P E C T I O N 0910912007 FO O T I N G FO U N D A T I O N WA L L SL A B FL O O R FM M I N G FR A M I N G SH E A R WA L L IN S U L A T I O N GW B RO O F NA I L I N G MI S C E L L A N E O U S FI N A L BU I L D I N G TE S C l CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. PERMIT NUMBER:"DzDATE OF'INSPECTION: SITE ADDRESS: PROJECT NAME: CONTACT PERSON: TYPE OF INSPECTION: CONTRACTOR: PHONE: e c -th'r,' ! APPROVED tI APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Date ,[*ot APPR''ED Call for re-inspection before proceeding. Inspector _*_A -4)/->f,t"- Approved plans and permit card must be on-site and available at time of inspection. A re-inspectionfee may be assessed if work is not ready for inspection. CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspections, call the Inspection Line at 360-385-2294by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. DATB OF INSPECTION:k -O PBRMIT NUMBER: SITE ADDRESS: PROJECT NAME:CONTRACTOR: CONTACT PERSON:PHONE: TYPE OF INSPECTION: APPROVED ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection APPROVED Call for re-inspection before proceeding. Inspector Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. a CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspectionso call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. DATE oF INSPECTION: 5 -4O'g'PERMIT NUMBER: 1 -ZtT SITE ADDRESS:\2- PROJECT NAME: CONTACT PERSON: TYPE OF'INSPECTION:A rartr i,Ja t)r' J o J CO CONTRACTOR: PHONE: s 0 \) Jr.DC lr\^-. 9 l- 4*to (-. 0 t"uc-Kt St ^) 1t L AJ g 0K-\( A/ ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections will checked at next inspection (0c OAL\^JWc- Li) FI o r 0TD0 L I {!. l.[ ha-r$$t,vq - N APPROVED y'u^ot APPR.'ED ne/ Cullfor re-inspection before proceeding. Inspector Date Approved plans and permit card must be on-site qnd avqiloble at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. Kirk Boike ARCHITECT a 4601 Mason Street O PortTownsend WA 98368 a 360 385 6140 architect@surfbest. net 28 May 2008 Re: permit 7-29 @ 1012 Holcomb The shear-walls along grid '6'top floor, and grid 'B' first floor have been built slightly differently than the original plan specified (as revised on sheet one of the structural calculations). The shear-wall nailing and hold-downs as installed meets the necessary rerluirements. Sincerely < Kirk ,:* rpl!t U=*GE IVE i.' .. ' '.1. H, . illAY 2I 2008 8TY Ri DSD ,rI Rirr Boire ARCH|TECT t 'lvlason Street t PortTownsend WA ge '\r 360 385 6140r LATHG"^L lJE€)raF-l FOK OArLlb t-{uHloqeaY rloucotl +r, JANUa€Y 'L-rso1 a\Y I ' . K r:OF: rJ\JTA . 8d't @ 4" O,L,- I/-4l bAarZ P€€"14F{ bet 4+21 ?\(^€ I / tt _Q i r {. i-r-r,i: l. it- : r.i1; ;.t '3'i lT,,Iir:jF;i!i$l{ t\et?-tt- .:;7 o"- (dn T w>tI I -t -lI )-t_-*6t-tFz K b4 f.FI *@ bb ? b 6, l?rvttro c:l K- A€r bdt-f Ktjl"rr'I":>n-t? -* @-- @- 4<>* tu.1*--- t) t1 , lS> '?'rru1*lL& ,2\4':")-- ? l@ o2ba 6 4 -+ 'l or" FLc>OV bcvl€\bTlL. A -*@ d.\ Y t{d fti rJt.i <-- RB . 6l CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. DATB oF'INSPBCTIoN: 4-W PERMIT NUMBER: 1"7q SITE ADDRESS: I O\)-- tltO r-Cat^'18 a PROJECT NAME:CONTRACTOR: CONTACT PERSON:PHONE: TYPE OF INSPECTION:AU.-S LEnP)e T\b &:YLL <+Vr tv G f.rV , NfttLuuG, " 1 H r\'r ft,{L€ OYNY,a ^/ U lE ! APPROVED ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Mnnot APPR.'ED Call for re-inspection before proceeding. Inspector Date Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. ) CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. DATE OF INSPECTION: SITE ADDRESS: PROJECT NAME: CONTACT PERSON: TYPE OF'INSPECTION: PERMIT CONTRACTOR: B^b PHoNE: /iln otlL t-A /o ffiril rlJ / L(_ ! APPROVED Inspector Date 2 0 Approved plans and permit card must be on-site and availoble at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection ! NOTAPPROVED Calt for re-inspection before CITY OF'PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. DATE OF'INSPECTION:1-t -01 PERMIT NUMBER: i3 LD67 . 621 SITE ADDRESS: PROJECT NAME:CONTRACTOR: CONTACT PERSON:PHoNE: 30 I Oq13 TYPE OF INSPECTION:Pl,-,r",tr'.,a ri\ slaA. P-o#,",q e)rnmU or ATelv 7C LL ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection N NOTAPPROVED Call for re-inspection before proceeding. Inspector Date 2_ Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. t('-l-- CITY OF'PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. 9 PERMIT NUMBER:L ^02DATE OF'INSPECTION: SITE ADDRESS: PROJECT NAME: CONTACT PERSON: TYPE INSPE ON lz CONTRACTOR: A/ U5L7Etfl of L vL ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections checked at next inspection ! APPROVED Inspector Date Approved plans and permit card must be on-site and available at time of be assessed if work is not ready for inspection. tr NOTAPPROVED be Call for re-inspection before A re-inspection fee may CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspectionso call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. DATE OF INSPECTION:6 ^ lq - n1 PERMTT NUMBER: Rl-r)rf7 -o2q SITE ADDRESS: PROJECT NAME:l-{ rl !'h r,hnur CONTRACTOR: CONTACT PERSON: -J B-b PHONE: TYPB OF INSPECTION:1 Q ! APPROVED Inspector ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Date ! NOTAPPROVED Call for re-inspection before proceeding. h /rq lez /' '/ | Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. 0- -<.-'-') CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. r5-3D- Da PERMITNUMBER: IBLD 01- O)qDATE OF'INSPBCTION: SITE ADDRESS: PROJECT NAME:ItDr.n^,h re) )CONTRACTOR: CONTACT PERSON: 'r' J PHONE: Abl - 6q13 TYPE OFINSPECTION: VU*rhA f#TTLAC K'\U 0t) ! APPROVED ! APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector Date Approved plans and permit card must be on-site and availoble at time of be assessed if work is not ready for inspection. ! NOTAPPROVED Call for re-inspection before proceed-ing.r/ so /o>l/ inspection. A re-inspection fee may I ,il)o)'' \)) UITY OF PORT TOWNSENU STREET & UTILITY INSPECTION REPORT PERMIT NUMBER: Site Address Contractor Owner Date of lnspection Worksite or Cell Phone# E Sewer Main / Manhole tr Side Sewer tr Water Main D Street Prep RFaecT:e€f, 4 4v Q Street Paving Q Driveway Prep / lnstallation tr Storm Drainage / Culvert Q Trail(s) tr Erosion / Sediment Control 4/,m ArA -77tt4 tr Hydrant tr ROW Landscaping tr Temporary Occupancy tr Final lnfrastructure *,&k 4t/-- L1_ /b Additional fees may be assessed for multiple re-inspections. For Re-inspection, call lnspection Message Line at (360) 385-2294 prior to 8:00 AM. (NO OCCUPANCY UNTIL APPROVED BY DSD.) tr APPROVED tr APPROVED WITH CORRECTIONS tr NOT APPROVED sEE BELOW SEE COMMENT(S) BELOW f,rJ"hriW / zzz->/ ava Approved pl be on-site and available at time of inspection. lnspector Date DateAcknowledged by and permit card m :4y'-az A ) ,-.) CITY OF PORT TOWNSENU STREET & UTILITY INSPECTION REPORT NA) PERMIT NUMBER Site Address Contractor Owner a.h..i=fi ^ .,. W, ,hn n hrprt Date of lnspection Worksite or Cell Phone# tr Sewer Main / Manhole D Side Sewer tl Water Main D Street Prep D Street Paving tr Driveway Prep / lnstallation tr Storm Drainage / Culvert tr Trail(s) tr Erosion / Sediment Control tr Hydrant tr ROW Landscaping D Temporary Occupancy tr Final lnfrastructure Inspection Message BY DSD.) NOT APPROVED sEE COMMENT(S) BELOW R percTesY Additional fees may be assessed for multiple re-inspections. For Re-i Line at (360) 385-2294 prior to 8:00 AM. (NO OCCUPANCY UNTIL tr APPROVED tr APPROVED WITH CORRECTIONS SEE BELOW n-J Approved pl ans and permit card must be on-site and available at time of inspection. lnspector Dale 9' /J-o/ Acknowledged by Date