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HomeMy WebLinkAboutBLD2013-00192 BLD13-00192 UILDING PERMIT APPLICN Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00192 Received Date: 6/20/2013 SITE ADDRESS: 820 CHIMACUM RD PORT HADLOCK, 98339 OWNER: DOLLBARGER PROPERTY LLC PHONE: 360-379-1133 JEFF HIGHBARGER 820 CHIMACUM RD PORT HADLOCK WA 98339-9432 DR ROBERT SCHLADE SHORT PLAT SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 901111010 Section: 11 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI ADDITION TO EXISTING VET HOSPITAL. TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP ADD MAIN: 504 INDUSTRIAL: VALUATION 85,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 60 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: NUMBER OF EMPLOYEES: WATER SYSTEM: BATHROOMS: Exist: 2 Prop: 0 Total: 2 Routing Date: PI\C6 )ZA-c\ Type Amount Paid By: Date: Receipt: Approved/Date Permit $888.75 MEB 06/24/13 142197 Plan Check $577.69 MEB 06/24/13 142197 APPROVED State Building Code $4.50 MEB 06/24/13 142197 Total: $1,470.94 JUL 12 2013 Jefferson County DOD • \1+irlcm�rWrlo+n\fnrme\F RI Il Ann Rlrl rn+ L2/')A • • v-` ON DEPARTMENT OF COMMUNITY DEVELOPMENT c, 44. 13 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment II E-mail:dcd(cico.jefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT#: BLD13-00192 APPLICANT: DOLLBARGER PROPERTY LLC PHONE: 360-379-1133 JEFF HIGHBARGER 820 CHIMACUM RD PORT HADLOCK WA 98339-9432 SITE ADDRESS: 820 CHIMACUM RD Issue Date: 08/21/2013 PORT HADLOCK, 98339 Final Date: 10/1/2014 SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 901111010 Section: 11 Township: 29 N Range: 1W PROJECT DESCRIPTION:ADDITION TO EXISTING VET HOSPITAL. THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 10/1/2014 \\tidemark\data\forms\F_BLD_Occupancy.rpt 10/17/2014 • • N ., JEFFERSON COUNTY D E C II M DEPARTMENT OF COMMUNITY DE VE LOPMENT ,41,:45,t. 621 Sheridan Street• Port Townsend •Washington 98368 J U�� 2 2013 1 360/379-4450 .360/379-4451 Fax http://www.co.jefferson.wa.us/commdevelopment/ JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: Ch i inacurt Hey (ETEILWAr y No�ipi�AL DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE(I.E.,SITE) Size of parcel 0.47 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 2-0,413 sq/ft Land-disturbing activity is any activity that results in movement of earth,or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY.CONVERSION OF NATIVE VEGETATION.AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert' acres or more of Construction site for structures 800 sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. 45 0 sq/ft Circle: Yes Well,utilities,etc. n sq/ft Does the project convert 2 34 acres or more of native vegetation to pasture? Driveway,parking,roads,etc. 0 sq/ft Circle: Yes No Lawn,landscaping,etc. 0 sq/ft Other compacted surface,etc. 7 a sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance /4'2q sq/ft Cut /0 Fill /0 (cu/yd) [over] stormwater calk worksheet—REV.2/20/2008 1 • • (Mewl$wfrece is a herd swfaoe that either lreVents or retards the entry of water kite the 1011 mantle as Under nawral conddlo»s Prier to development. A herd vodka area which causes water to run off the surface In dieter quardtrlee or as on incros.60 mite of flow tram the Itow present under nature''Conditions peer to development. Common Mtpervlous surfaces Include,quit errs not to roof tops,seaways.patio.,driveway.,passing lots or storage Weas,concrete or+rephalt Paving,Snivel roads,pecked elation maters, Welk Mori Or other to rfac s which similarly kneede the natural infiltration of ator .water. NON Structures(ell roof eras) 44710 eget Structures(act roof area) y, i ls' t — Sidewsike 17 s<yn Sidewalks dt,Q Patios 0 KIM Patios Deck* 43 sot Solid Decks M► So out kVIltrabon below) (wltticutinttNrad°n b*krtw) rsr Driveway,parking,roads,etc f9 writ DriwMary,parking.roads,etc... &SOO sght Other C7 +q Other 0 Total New r fe`A Total Existing ,..,_ 365_ fit tzb if of et*beinlissine icy tiosiOued, 84 4./3ii>— 112.,. TOTAL.NEIN+TOTAL Eif$Tt Ill— sqf f t *This+ tNlt�..wad to cheek lot pawrq.,.1611•14•11044w..�. oraimmeneimiow The fuik,Nny questions will help determine whether the proposed project Is considered dower or rsdevelopr t. e earn 12E12WeligEt 1t•REDIVELOpMENT Divide the tows magus;trnpetvious surfer*above by the size of the thine'and corneal to a t rtrcerstapo; 4 C. %, it Does the site have 35%or mars of gejiligg kresrvfous to rface? Cede- No FURTHER INSTRUCTIQH&:if the answer is yes,the proposal is considered redevelopment and the attached Figure 2 should be usad to dstsrrnirls the applicable Minimum Requirements. If the answer Is no,the proposal Is considered new development and the attached Figure 1 should be used. At this Juncture,the applicant should refer to the app lie Flow Chart to determine the Minimum m Requirements for etonnwater management DCD staff will help verify the classification of the protest and the 1P0Pkinkifl noquiferneffs. For proponents of line projects who lewat comply only with Mlnbnum Requirement e2—Construction Storrrnvater Poll en Prevention—en ecl alonel submitting not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent eretlirrldttt and other pollutants from hwvirhit the site atoning the c natiut ttarh ghost of the project. Pick up the Crstatnretto►h - Stormwatsr Pollution Prevention ISWPP)Reit Management Practices tUltIPs)Packet. Proponents of'medium'proiects—those that must meet only Minimum Requirements $1 through Ira-rind for 'tarps` pro that must mete at 10 mum Requirements—am required to submit a Sto nrwater Site Plan. DCD has moored a aubmlri.I tisrnPlst.of It Stormwater Site Plan, onociPellY for rural rssldenffef projects. Complete the template In the ii terrewster Sit.Plan instructions and Submittal Template or prepares•Stomp water Site Plan using the step-by-step guidance in the Stemmata,Menagement A/srruar. 2 APPLICANT SIGNA'T'URE ay slgsvnp the Stormwater Calculation Workateat,i se the oPPlIcentlewoner attest that the Information provided herein is true and correct to the best of my knowledge. I Woo certify that this application Is being manta with the full knowledge end consent of as °wrier*of the effected property. ccomo sarm∎mM,ado svme Met—eriv..:ames 1 JUN 202013 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT I2009Washington Stat ergy Code Compliance Forms for Nonreside and Multifamily Envelope Summary Zone 1 Non-Residentia' ENV-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Info Project Address Chimacum Valley Veterinary Hospital Date 5/31/2013 820 Chimacum Road For Building Department Use Port Hadlock, WA 98339 Applicant Name: Jeff Highbarger Applicant Address: 82o Chimacum Road Applicant Phone: 360 379-1133 Project Description ❑ New Building El Addition ell Alteration ❑Change of Use Ig Prescriptive ❑ Component Performance ❑Seattle EnvStd Compliance Option (See Decision Flowchart(over)for qualifications) ❑ Systems Analysis Occupancy Group 0 Nonresidential 0 Multifamily Residential Climate Zone 0 Climate Zone 1 0 Climate Zone 2 (See WSEC 302.3 for county list) Fenestration Area Total Fenestration Calculation (rough opening) Gross Exterior These fenestration and wall values are (vertical&overhd) divided by Wall Area times 100 equals %Fenestration calculated per inputs provided in the ENV-UA form. In the electronic form 40 .0 - 668 .0 X 100 = 6.0% these cells auto-fill and cannot be edited. Allowable if project meets all requirements as defined in section 1310.2. Only allowed as Semi-Heated Path 0 yes prescriptive path and must be calculated separately from other conditioned spaces. Limited to 0 no reduced wall insulation levels. Requires other fuel heating and qualifying thermostat. Envelope Requirements(enter values as applicable) Envelope Requirements(continued) Minimum Insulation R-values Maximum U-factors Roofs-Insulation Above Deck Vertical Fenestration Roofs-Metal Building Non-Metal Frame Roofs-Single Rafter 38.0 Metal Frame 0.32 Roofs-Attic and All Others Entrance Door 0.60 Walls-Mass Skylights-Without Curb Walls-Metal Building Skylights-With Curb Walls-Steel Framed 13+7.5 Opaque Doors-Swinging 0.60 Walls-Wood Framed and Other Opaque Doors-Non-Swinging Floors-Mass Maximum SHGC(or SC) Floors-Steel Joist Vertical Fenestration Floors-Wood Framed and Other Non-North 0.40 Maximum F-factors North Slabs-on-Grade-Unheated 10-24in. Skylights Slabs-on-Grade-Heated Notes: EoEov JUN 2 0 2013 JEFFERSON COUNTY DEPT.OF COMMUN11Y DEVELOPMENT 2009 Washington Stat ergy Code Compliance Forms for Nonreside -nd Multifamily Envelope Summary (back)Zone 1 Non-Reside.gtial ENV-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Minimum Requirements Use table to determine if project qualifies for the optional for Prescriptive Option Prescriptive Option. All components must meet the stated 41/1484Xtlne , Cli'+llittecZ t < CreliSte Z(fl 11tt�sxtiegtil e ti I,Other No, ltfentl� R idential,�1�1au t OCcnna Ftr4 n than Ia-f anvil w Smgle- lu� Opaque Eletttanits 1<nstriati �t t� aiue Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. R-30 c.i. R-38 c.i. •' t + + + t- + 1 Ls Sin le-Rafter R-38 R-38 R-38 R-38 Attic and Other R-38 adv or R-49 R-38 adv or R-49 R-38 adv or R-49 R-38 adv or R-49 Walls Above- rade Mass R-57ci' R-114ci' R-7.6c.i. R-13.3c.i. Metal Buildin R-13+R-7.5 c.i. R-19+R-8.5 c.i. R-13+R-7.5 c.i. R-19+R-16 c.i. Framed Steel R-13+R-7.5c.i. R-19+R-8.5 c.i. R-13+R-7.5 c.i. R-19+R-14 c.i. Wood Framed and Other R-21 R-13+R-6c.i. R-13+R-7.5 c.i.,or R-21+R-5c.i. R-21+R-2.5 c.i. Floors Mass R-30 c.i. R-30 c.i. R-30 c.i. R-30 c.i. Steel Joist R-38+R-4 c.i. R-38+R-4c.i. R-38+R-4c.i. R-38.0+R-4 c.i. Wood Framed and Other R-30 R-30 R-30 R-30 Slab-On-Grade Floors Unheated R-10 for 24 in.(with R-10 for 24 in.(with R-10 for 24 in.(with R-10 for 24 in.(with thermal break) thermal break). thermal break) thermal break) Heated R-10 c.i.(with thermal R-10 c.i.(with thermal R-10 c.i.(with thermal R-10 c.i.(with thermal break) break) break) break) Opaque Doors Maximum U-Factor Swinging U-0.600 U-0.400 U-0.600 U-0.400 N.n- win in 1 .00 -1 410 -1 .11 -1 401 J. U _f _°u ev.t ktott .. Vertical Fenestration Nonmetal framing U-0.32 U-0,32 U-0.32 U-0.32 Metal framing U-0.40 U-0.40 U-0.4p0 U-0.40 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skvliehts Without curb(i.e.sloped U-0.50 U-0.50 U-0.50 U-0.50 With curb(i.e.individual unit U-0.60 U-0.60 U-0.60 U-0.60 nestration 0-41.*Soiltraler, Assembly,Maximum SFIGC aetor yv Vertical Fenestration SHGC-0.40 all, OR No Requirement SHGC-0.40 all, OR No Requirement SHGC-0.45 all PLUS SHGC-0.45 all PLUS permanent PF>0.50 on permanent PF>0.50 on west,south,east west,south,east '•. -I -1 . . -1 -, The following definitions apply:c.i.=continuous insulation,Ls=liner system(see 14@btlitit4314)Zone 1,nonresidential walls may be ASTM C90 concrete block walls,ungrouted or partially grouted at 32 Imhof; ggrtically and 48 inches or less on center horizontally,with ungrouted cores filled with material having a maximumco 4yt{y of �knlil(h'ft2'lF n 0.44 u . nEDEDVEiJ ,,11''' 2 U 2013 ) JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT Envelope UA Calculations Zone 1 Non-Resi,,,ential ENV-UA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address Chimacum Valley Veterinary Hospital Date 05/31/2013 Occupancy Group ® Nonresidential 0 Multifamily residential Clear For Building Department Use Climate Zone OO Zone 1 0 Zone 2 Fenestration Area as%gross exterior wall area 6.0% Max.Target: 40.0% Notes:1: If fenestration area exceeds maximum allowed,then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. 2:U-factors shall come from chapter 10 or calculated per 1332. See the ENV-CHK worksheet for example of how to complete the rows on this form. Building Component Proposed UA Target UA Provide assembly ID&page/plan#for each bldg.element U-factor x Area(A) =UA(U x A) U-factor x Area(A)= UA(U x A) R= ID: 0.034 j o R= ID: Abo l ve Dec Insulation 1-1-01634 R= ID: v, V R= ID: 0.031 5 m R= ID: Metal Building U-0.031 • 2 R= ID: R=49 ID:Trussed roof-Sheet A-4 690 0.027 690 18.6 t R= ID: Single raft,attic,other U-0.027 o R= ID: E R= ID: 0.064 ii R= ID: Steel;frame/metal'bldg U-0.064 To R= ID: o 2 R= ID: Q . P=21 ID:Wood stud walls-Sheet A-3,A-5 608 0.057 608 34.7 m 0 R= ID: WoodhFrame,other U-0.057 • °° R= ID: ° R= ID: a R= ID: 0.150 o N R= ID: Mass Wall U-0.160 @ R= ID: 2 R= ID: Proposed assembly U-factor from Tables 10-5 thru 10-5B m R= ID: 0.150 To o R= ID: Assumed to be Mass Wall, U-0.150 m0 R= ID: 0 Proposed assembly U-factor from Tables 10-5 thru 10-5B. Do NOT use Table 10-1. a) U=0.6 ID:Porch Door 20 0.60 20 12.0 micr o U= ID: All Doors"" . U-0.60 o U= ID: m R= ID: 0.029 8 R= ID: Ftoors U-0.029 u- R= ID: F-factor x Perimeter =UA(U x A) F-factor x Perimeter= UA(U x A) a-°i R=10-24i]ID: 0.540 97 52.4 T R= ID: 0.540 97 52.4 Slab-On-Grade U-0.540 c R= ID: ° a• �i R= ID: 0.360 2 . R= ID: Heated• lab Or-grade .;U-0,360 = Proposed assembly F-factors can use the unheated values in Table 10-2 '''Zone wan value.o 115 rathecThanbTab a 10-%%tvalues. Plans entered Area UA Area UA clearly state oo note requirements. Page 1 Subtotal 1415 52 1415 118 Continue on to back of form 2009 Washington Statergy Code Compliance Forms for Nonreside ' -nd Multifamily Envelope UA, continued. Zone 1 Non-Resi...ential ENV-UA Project Address cnimacum Valley Veterinary Hospital Date 05/31/2013 Fenestration Area as%gross exterior wall area 6.0% Max.Target: 40.0% For Building Department Use Notes:1: If fenestration area exceeds maximum allowed,then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. 2:Provide NFRC or Table 10-6 U-factor(See Section 1312.1)for fenestration assemby(combined See the ENV-CHK worksheet for example of how to complete the rows on this form. Building Component Proposed UA Target UA Provide assembly ID&page/plan#for each bldg.element U-factor x Area(A) =UA(U x A) U-factor x Area(A)= UA(U x A) a� � U= ID: 0.32 0.40 ii U= ID: Metal Frame Tu. U= ID: M-0.40'. g g U= ID: U= ID:Vinyl windows 40 0.32 40 12.8 a U= ID: on-Metal'Frame 'N o U= ID: U-0,32 0 Z U= ID: wc U= ID: 0.60 0.60 m U= ID: Metal Entance Door aa) U= ID: U-0.60 2 U= ID: U= ID: 0.50 m U= ID: Without Curb 0 o U= ID: U=0.50 o, U= ID: Y U= ID: 0.60 co 0 U= ID: Including Curb f U= ID: 0-060 U= ID: Area UA Area UA Page 2 Subtotal 40 40 13 Page 1 Subtotal 1415 52 1415 118 To comply: Total 1455 52 1455 130 1)Proposed Total UA shall not exceed Target Total UA. 2)Proposed Total Area shall equal Target Total Area. 2009 Washington St111111nergy Code Compliance Forms for Nonresidenti- - d Multifamily SHGC Calculation Zone 1 Non-Residen..al ENV-SHGC 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address Chimacum Valley veterinary Hospital Date 05/31/2013 Fenestration Area as%gross exterior wall area 6.0% Prop 40% Max.Target For Building Department Use Prescriptive PF Credit 0 Yes O No Vertical North Facing Credit (1323.3 Exp. 2) 0 Yes O No Notes:To comply the Proposed total SHGC x A for all fenestration(vertical&skylights)shall not exceed Target total SHGC x A. If the north facing credit is used then the north and non-north must comply separately with skylights being included with the non-north vertical fenestration. Skylights Proposed SHGC Target SHGC List ID&page#,NFRC or glass only SHGC* x Area(A) =SHGC x P SHGC x Area(A)= SHGC x A ID: 0.35 ID: Criteria SHGC ID: All 0.35 ID: *Note:Manufacturer's SC may be used in lieu of SHGC. Totals Totals Nonresidential compliance is based upon combined skylight and vertical fenestration performance.Residential compliance is based upon skylight only. All Non-North Vertical Fenestration++ Proposed SHGC Target SHGC List ID&page#,NFRC or glass only SHGC+ PF PF Adjusted x Area(A) =SHGC x P SHGC x Area(A)= SHGC x A Mult* SHGC ID: 0.40 1.00 0.40 40 16 0.40 40 16.0 ID: Criteria SHGC ID: All 0.40 ID: Prescriptive PF 0.45 ID: ID: ID: ID: ID: ID: ++Note:If projection factors or north vertical glazing credit are used Totals 40.0 16.0 Totals 40.0 16.0 then vertical fenestration must be entered according to orientation. If neither are used then ventical fenestration can be entered in either section. Non-North Total 16.0 16.0 +Note:Manufacturer's SC may be used in lieu of SHGC. Fenestration that separates conditioned space from a non-conditioned or semi-conditioned space shall be listed here with a proposed SHGC equal to the target value. * Note:Multipliers only apply if prescriptive PF credit not used. North Vertical Fenestration++ Proposed SHGC Target SHGC List ID&page#,NFRC or glass only SHGC+ PF PF Adjusted x Area(A) =SHGC x P SHGC x Area(A)= SHGC x A Mult* SHGC ID: ID: Criteria Mixed North Orientation Separate ID: All 0,40 0.45 ID: Prescrpt P 0.45 0.50 ID: North Total For compliance:Proposed total SHGC x A shall not exceed Target total SHGC x A. If north glazing credit is used then north facing vertical fenestration must Area SHGC x A Area SHGC x A comply separately from non-north vertical fenestration and skylights. Grand I Grand Total 40.0 16.0 Total 40.0 16.0 2009 Washington Stanergy Code Compliance Forms for Nonresidenti- d Multifamily Target Area Adjustment Calculations 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 IProject Address Chimacum Valley veterinary Hospital (Date 05/31/2013 If the total fenestration area as a%of gross exterior wall area(calculated on ENV-SUM)exceeds the maximum allowed in Table 13-1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. SKY=Skylight. Refered to as overhead glazing in WSEC 1333&1334 and equations 13-1 &13-2. VF=vertical fenestration. Refered to as vertical glazing in WSEC 1333D83,5 14 and equations 13-1 &13-2. NW=net wall(excludes fenestration,BG,and doors.) BG=Doors and below grade wall. Total Fenestration=SKY+VF. Gross Exterior Wall Area=VF+NW+DBG Proposed Areas Above Grade Walls Doors&BG Walls Fenestration-> SKY= 40.0 Opaque-> . NW= 608.0 DBG= 20.0 Gross Exterior Max Fenestration% Maximum Target Wall Area (Table 13-1) Fenestration Area 668.0 X 40.0% — 100 = I 267.2 Total Fenestration Maximum Target Excess Fenestration 0 Excess Fenestration I 40.0 _ I 267.2 r„,-- ( -227.2 _ �j lesser — I �� -227.2 / Total Fenestration Excess Fenestration Target Fenestration Total Fenestration Target VF Multiplier Apply to all Proposed•40.0 I — = 40.0 — 40.0 = 1.00 Fenestration Areas to get Target Fenestration Area Net AG Wall Area Excess Fenestration Target Net Wall Area Net Wall Target Net Wall Mult. Apply to all Proposed 608.0 -{ = 608.0 - I 608.0 I = 1.00 Opaque AG Wall Areas to get Target Area Vertical Fenestration Proposed Area Target VF Mult. Target Area metal frame X non-metal frame 40.0 X 1.00 = 40 r 0 X metal entrance Skylight Proposed Area Target VF Mult. Target Area without curb X = Target areas in shaded _ boxes shall be used as with curb X — target areas on ENV-UA. AG Wall Proposed Area Target Net Wall Mult. Target Area Steel Frame/metal X — Wood/Other frame 608.0 X 1.00 = 608.0 X m of Propo t. mass — Sum of Proposed 648.0 Sum of Target 6i.40 '` Sused must equal Sum of Targe SHGC Calculation Proposed Area Target VF Mult. Target Area target areas in Skylights(all) X = SHGC t shaded boxes shall be Non-North Vertical Fenestration 40.0 X 1.00 — 40 0- entered as target areas North Vertical Fenestration = on ENV-SHGC X • Jim Coyne From: Bill Green [lindberg @olypen.com] Sent: Wednesday, January 29, 2014 1:55 PM To: Jim Coyne Subject: Chimacum Valley Vetrinary Clinic Addition & Remodel Hello, The contractor for the above referenced project called me today regarding a change he made to the roof framing. Our drawings called for a ledger to be installed on the wall framing for the trusses but he set the trusses on the wall plate at the shear wall and ran the plywood up over the trusses. As he explained it to me, he nailed the plywood to the trusses and to the top plate of the wall. I was not informed about the number of nails, etc but the assembly sounds adequate. He indicated that you did not have a problem with the assembly but required a note from us saying that the change was acceptable. If you inspect the nailing and find it adequate, the assembly that he described to me is acceptable. If you have any further concerns or questions please call. If you call, please ask for Charlie Smith as I will be out of the office for the next two days. Bill Green Lindberg & Smith Architects 1 • (1, \'41 WA,..„ 'MERU*COUNTY V\ Di •Y \14:0• DEPAATIONT OF o0,41AUNITY DEVELOPMENT , . 821 Sheridan Street•Pon Townsend•Vilasiih. gion 9836$ ififIt ) JW, 2 0 2013 jr‘ts, 4 36013704450. 380/3704451 Fax _ • www.00,iefterson.wataicornindeveloprnent JEFFERSON COUNTY Mr Peivnit Appiktation MLA; DEPT.OF COMMUNITY DEVELOPMENT , ea . . - — Affr • ' 40,074/1/AccotiviTe>eilan - „,,,L- , • . • (Include - neeeemili• IP' '..Z.K. .rrXre,, eg, kdrita=RC A ' - ',A,L,„;,,LI - • ' - .-- * I,' ■■•,- 4;I • n 1 -...2"7"-Trri, A ,. .,06 ii"-.imik.4-4.-, ..r.',1 . .,........ Tax Parcel*rebel - .,, e . ••• •••• PrOPOrtY Sin:24 -.0.SP ( • •ware feet) .. $ite Address imam Demotions to Property:4,0W ai9.$044444 ogrrill. Ancellliart• 41411.04/Ify Atrk4gfelfol /Mir • '''' '• /44444i4q ejr/.4727:44fre,r4 of ra4,estidfie--ar‘f sitallhielf 0000 -- • . Newts)el Record:s-116ffr hipairmivitsase. _ Tsliphon4itz.3:71212.33----Fax ematiktitkatiShaeOggAtitiAti akvt rasitrc Addams;AZtr:, e3t#444teMPO5 rfid94P refPgrAitlemt-i (tiAR cl..1 kJ MCI AppeaseellAsent iir deferent from owrter):Lit riblafitmadre-•- vcadyrui idawitgiers. Telephonec,enfares 4Sit*Alia& Fat einat4t/A0Maii-40a#40354 ••■ As( _ ar i 4 .:. ..,.. What Mad af Permit?(Check each box that applies Pliluildleg 0 Critical Areas Stewardship Plan IL Dimon%weal 0 Variance(Minor, or Reasonable Economic Use) .. DI:Angie Feeney t4147 0 Garage Atte:bed I Detailed 0 Conditional Use[C(a,C(d),or Ci" 1 El Meradaduredfroms 0 Madam 0 Discretionary*D'or Unnamed Use Classtificabon _ ale Commerriel* 0 Special Use(Essential Public FacStiee) ! 0 Changer of Use 0 Botridary Ufa Adluatmerit __,, 0 Address 0 Road Approeck 0 Short Plat" 0 Horne Business a Propene C3 Cottage industry CI Bindle°Site Plan" 0 Lonfi Plat** , 0 Sign 0 Planned Rural Residential Development(PRRIVAnientimente 0/ eel''Yes'Use Consistency Mal** 0 Plat Vaation/Alteration" 0 Shamwater Management 0 Shoreline Master Piceparn Exempt on/Penrit Revisions" 0 Sea Plan.Apdio Advartat Determination(SPAAD)• 0 Shoreline Management Substantial Development" 0 Temporary Use Cl Shoreline Management Variance 0 Wireless Telecommunication' Cl Comprehensive PlanIUDertand Use District Map Artiondment 0 Forest Radices ActeRelease of Six-Year Moratorium U Jefferson County Shoreline Master Program Amendment I "eery rupee a Po-ippNeetion Ctratimentre 0 Tree Vegetation Request "• • a . :.!.....-.....4,• *"...:-:-..- - Pleas.Identify any new lor.al,elate or federal permits required for this proposal,If known: 1 I DESIGNATI*al • ADEN I hemby designing 1,AteariedigraftWildilaitjaglio sot as my agent in matters relating to this apptive;• tor permigel. t Oteraft Settrenwt1 4.11°.,...01 ......Are- . /00,1111.41•10011MMIN,16 Date: 0 - 1 #1 3,• ). ir Sy*AN this opIcadon • •the• gent attests that the information provided herein,and in arty attachments,is true and consults the bed of hat,tee or ha knOtetxte. Any matinel falsehood or any omission eta material fad made by the arater/agent with reaped to this application packet ) may Malt int*permit being null and void. r I futthet agree to ism,haternrilly end hold harmless Jefferson County against at liataties,judgments,court me*namenebte attorneys tees and i 1 mamas wtgch rimy in any way=CMS agetilet JeffertiOn COUnty es a result of twin consequence aline granting of this permit. r 1 I further agree to provide access and daht of entry to Jefferson County and Its erneklyeas,representatives or agent.fat the sole purpose of Indianian ravieeread soy netinfad later inspectiorts Stars access and right of entry WI be assumed unless the applicant Informs the County in writing at the I One of the •• -, • • • mate Prior neerlo- Ili 1 Signaters: 41 4., . Date: 4 - I .....i....rat.....tateaeeeart" - The action or idiom •• • nt will u :bike at a result of the issuance of this pain*may negetively impact upon one or mere threatened or . i enamored sada end could Wed to*potential lake°of in endangered spode*as those tarts are defined In the federal law known as the .Endonatirisg Species Act"or'ESA'Jolfersto County makes no assurances to the applicant that the actions that wit be undertaken because this panne has be issued will not violate the ESA Any Individual,group Or agency can file a lawsuit on behalf at an endangered spades regarding your 1 ectienne even'you are In compliance with the Jertanton County development code.The Applicant acknowledges that he,she Of it holds individat 1 i and nomrens4krstde iiiikto . .1 WI?•to snd=plying with the ESA. The Apples,*hat reed title ditiCtainler OM Signe&lei deble below, 1 signature: 11311/..411 1 w- 'Data., Ir lin Pr GAPtonitContoet ••. * :- A RD FORMSNAlisse Prank Appiresson 5-25•ORdos r 0 BUILDER STATEMENT The signer ,f -.s• =ment does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be:- i : e responsibility of the General Contractor for the proposed pry Signature: �At .�A Date: (i1 i f 7 •w1r, GENERAL CONTRACTOR•R MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ❑ New )( Wood Existing: _ ❑ Sewer X. Addition ❑ Steel Proposed: Bank ❑ Community System X Alteration/Remodel ❑ Concrete Total: ., Height: A Individual System ❑ Repair ❑ Masonry SEP Permit# )if Demolition ❑ Other: Bedrooms: Water Supply: Existing: 95 Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: INC Public EiLe c_- Total: Ith Name of System: If this is a Commercial Protect you must answer the following: Number of Parking Spaces: Current: 4 Proposed: 5 Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: E3 IBC Type of construction: V.g Will you have Food Service? Yes /l0 If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: I Underground Tank i Above ground Tank Size of Propane Tank: 1 Heat Stove T Cook Stove I Woodstove S Fireplace Insert T Hot Water Tank I Pellet Stove T Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. i S•uare Foota.e Current Pro•osed • 3,� a . . „ . "i , ° a ; c ', Main Floor Heated YT EH Bid App Review: .• 2,461 . IA h 2""Floor Heated w , ,,,, '� Consistency Review: 2i F a, f'.�t*• :,, as, !�., c,„. �� ` (J Other Heated p ��Y -0 ;, Base fee: Chit) ' ] ( ,, Mezzanine . ' �� Additional Section: Heated Basement P Plan Check fee: / a Unheated Basement ., , State Surcharge fee: 4. c Other Unheated Pot Water Review fee: ../------ - 11--:.____L- 6re ge/Carport SUBTOTAL e M k J '14 r Decks � ,.. 911/Rd Approach fee: �� toy d Other ' ` "_ F `' i JIi TOTAL: $ 1. -;t ri • "`� It " Receipt Number: '� flues % r- 1 \ / C — rp .j Cash/Check Number: �� r G 1 V r_ ".ex, —ESTIMATED COST(REQUIRED) Date: CO linlI 1I .Fair market value of all labor and materials foundation to finish 4 1 ¢� �g' Initials: I`Ai III- - r, it' a • • JEFFERSON COUNTY G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc DEPT.OF COMMUNITY DEVELOPMENT , 1101111111111111.1111111111111111111111111111 f4 . • , --..............._ 43 'lc i;..- . / I 1 3 , N.) 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PORT HADLOCK WA, 98339 Parcel Number: 901111010 S-T-R: 11-29N-01W Total Acreage 1 Legal Description DR ROBERT SCHLADE SHORT PLAT LOT 1 Land Use: 6000 Flood District: Fire District: 1 Planning Area: 4 Flood Map(FIRM) Panel No: School District 49 Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map (Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property YES NO [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special Reports Nearby YES NO [ ] Designated Ag YES NO [ ] Shoreline Designation: YES NO [ ] Shoreline Slope Stability: YES NO Stream Type:YES NO Fish & Wildlife:YES NO \f.‘ Wetlands: YES NO Rare Plants:YES NO Seismic: YES NO !Ceq W1/4/1/4J-RX �( Landslide: YES NO O0Z"4 4-C Flood: YES NO A Erosion: YES NO NUL Aquifer Recharge Area:YES NO SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES NO Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES NO [ ] Agricultural Lands: YES NO [ ] Archaeology: YES NO [ ] Stormwater: New Impervious Surface Land Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YES NO MRL YES NO Forest Lands YES NO [ ] Landscaping Required: Yes No [ ] Parking Spaces Required NO 2 Other 1 1 Building Heiaht: 35' UBC Standard [ ] Impervious Surface coverapA percentage: Resource Lands&Public: 10'+ Rural Residential: 25% Rural Indult: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ ] Total Building (s) Size: RVC:20,000 SF CC: 5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: Left Side: Right Side: Rear: Shoreline Setback: LSHA Setback: [ ] Road Classification: Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: [ ] Existing Case(s) &Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [ ] UGA No Protest Agreement YES NO, submitted: YES NO [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES No parcel tags found for parcel Cases Associated with APN 901111010 Cases Name Review Type Status Planner BLD13-00192 DOLLBARGER PROPERTY LLC P Application Received: 6/20/2013 Permit Issued/Case closed: Case Finaled: ADDITION TO EXISTINTVETBOSPITAL BLD90-00697 SCHLADE F Application Received: 10/12/1990 Permit Issued/Case closed: 10/18/1990 Case Finaled: enclose carport and use for heated kennel M LA12-00276 - 034 MLA12-00276 DOLLBARGER PROPERTY LLC III A Application Received: 12/26/2012 Permit Issued/Case closed: 4/24/2013 Case Finaled: CONSTRUCTION OF b04 SQUARE FOOT ADDITION TO EXIS I ING Nth I EFtINARY HOSPITAL. Remodeling and expanding this facility will allow it to conform with the American Animal Hospital Assoc. standards and Washington State ADA requirements. This proposal requires an approved expansion to the existing septic system and a Type III Conditional Use Permit under JCC 18.20.260(3)(c) requiring public notice and a public hearing with a decision by the Jefferson County Hearings Examiner. OTH12-00014 DOLLBARGER PROPERTY LLC CLS Application Received: 8/10/2012 Permit Issued/Case closed: Case Finaled: 2/12/2013 tec PRE12-00007 DOLLBARGER PROPERTY LLC F Application Received: 5/2/2012 Permit Issued/Case closed: 6/13/2012 Case Finaled: PROPOSED ADDITION REMODEL TO EXISTING VETRINARY CLINIC SEP12-00138 DOLLBARGER PROPERTY LLC A Application Received: 11/30/2012 Permit Issued/Case closed: 2/22/2013 Case Finaled: SEP80-00247 ROGSTAD F Application Received: 8/11/1980 Permit Issued/Case closed: 8/11/1980 Case Finaled: 8/2/2006 \\tidemark\data\forms\R_Parcel CRMLA.rpt 6/25/2013 Page 2 of 3 ���SO: c�� JEFFERSON COU • 4 DEPARTMENT OF COMMUNITY DEVELOPMENT Date: yiaq Time Received: /0 Zv ri 'pm Mon. Thur. Fri. Date: 7730 BLD: /3— 19 Z Contact Name: Owner: Contact Number: 360 3/(O O? ? Address: 8'z_o ch i .,„ / 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling / ST\ �tQ"5ON CQ � ; ,, JEFFERSON COU DEPARTMEN OF COMMUNITY DEVELOP NT t /� N,y�H,yG•,0� (, /) a 1(91 Date: 7 Time Received: /Li 9 amkr3 Mon. Tue. We . r. 0 Date: 9/=s BLD: /3- / ! Z. Contact Name: (2—‘52 Owner: Contact Number: 360 if,, ©pcysi Address: 2 c- , ,, 1 AjD 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection - Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling • • 4w45ON 0 0 JEFFERSON COUNTY -"I'',' DEPARTMENT OF COMMUNITY DEVELOPMENT ,fil / Q''9HI N��$ Date: 7 /D Time Received: 1;1 ! am6) Mon. Tue. Wed. Thur. 4100 ' Date: 7///`/1 BLD: 15- bey/9 Z,. Contact Name: Owner: Contact Number: 360 /,G,'a9 Address: gi-D &16rftfm,GCG rvi ZJ 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling • • • Inspections are required to be called in by 3:00 pm to receive an inspection the next day. Do to staffing issues,at this time,we cannot guarantee that you will receive an inspection the next day. day. Unless you receive a call from us,assume we will arrive on your requested inspection day. • You may leave an inspection request 24 hours a day, and Inspections are available from Monday through Friday. • We cannot determine the time we will arrive in advance. However, if you call our office the morning of your inspection, around 9:00 a.m.,we can give an estimate of when the inspector will arrive. Our general office phone number is 360 379-4450. • An approved set of plans are to be on site with building permit for all inspections. If permit and plans are not on site at time of inspection,a re-inspection fee must be paid prior to re-scheduling another inspection. • If no access, no inspections will be performed,and a re-inspection fee must be paid prior to re-scheduling another inspection. • Inspectors will not access a home that has personal affects inside when the owner is not present. • Commercial projects require 24 hour notice for inspection. • .........,„......,,,.., ......,:.,........,„_. 7 ::„.....,...„ .. • . - ,._,...... ..... _ ., . . -_- - - . . • - . am _. - — /ef) • Mon. 41._Wed: Thur. -:-Fri. Date 2- /4) time received ‘ BED: 13 - OM17- . Date: WI. • • gep-rter OWNER: - Contact Name. - ADDRESS: g.z,) . ef.aoiclik _ r....r, Contact Number 360 3 I. - , 206 i-. . 570 EPTCOM 0 At LI 4 - Notes: . - . . . . - . • • . Foundation 'Plumbing - Framing' . . Propane Tank • Mechanical -- . __. . . Setbacks . Under-ground Framing Under ground • Furnace Footing __ Rough in Air seal Above ground - Gas Stemwall _ Hydronic Exterior shear Exterior lines Oil Interior shear Interior lines • Ducts Straps --7-- Ventilation Appliance Post Hole - . - Underfloor Gastwood stove Man-Horries . - - • . Final Inspection ',.., - Insulation ,•.1 Setbacks .'_:= Foundation-- • Block&Tie floor wall ceiling. . Address Pot-ed - • s ¢g0N co ^ /7'---/ ``w oa JEFFERSON COON DEPARTMEN OF COMMUNITY DEVELOPMENT ''` , �9S91 N°� Date: Time Received: 1 a Mon. Tue. Wed. iurr.��' Fri. Date: .2,/te.',,- BLD: /3- C . Contact Name: Owner: Contact Number: 360 Zi Address: g:-), cr e., . 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling 410 • 7:eiftp. 147:-.Y.W silt' WIND.4. gaDI -...."..a....r.t-trvi_...p. e..-•r.i.. ....., ...- — Date_ ifrq time received. A;I:4/6) am 4111, - - Mon. Tues. Wed; 410P. --Fri. BLD: /8 oolfz, Date: /-34- ii OWNER: g/Sligtfaeg Contact Name: • ... ADDRESS: 8 Z*0 ellin -aik /jo1-4" Contact Number:360 3/4 °fief - _ q 206 Notes: • Foundation Plumbing - Framing Propane Tank Mechanical - . , . . Setbacks Under-ground Framing )(-- Underground Furnace Footing Rough In Air seal Above ground • Gas Stemwall _ Hydronic Exterior shear Exterior lines Oil ______ Straps Interior shear Interior lines • Ducts __.___ --:- Post Hole - Ventilation Appliance ___ ____ Underfloor ----- Gas/wood stove Man-Homes - , Setbacks - Insulation. , Final Inspection _____ •st Foundation - Block&Tte floor, wall ceiling Address Postbd • •••••=immormiumortr gBgoN co ��, o� JEFFERSON COON• DEPARTMENT OF COMMUNITY DEVELOP T 9,yxlN go$ Date: i - 1D Time Received: .3 1 1 a %D ■1on. Tue. Wed. Thur. Fri. Date: ! ,l 3 BLD: 1 j - 19 2- Contact Name: Owner: Contact Number: 360 3 l oet,yg Address: g Z v CJ/k- In 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing > Under ground Furance Footing Rough In Air Seal X Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling .• " . .. ' 410 / . . • . . .•4,...:'.1,- . . . .•,,,,,..,.., .1•,...,••• e- ...e,•,..g,*.,N,".i.:;. • . • • . C;...,.ef.'" ,t.=',',.- • - • •••••--.....--.1‘,4,24.1M->i•ZI.,i.....,...,..-' -,- • 'V 7,''....•.,-7,7.7.'....x"*.....",""`-' ' "e'......A. . . . . 111.•-.2.qva,,,,,,lu.:.;-.0,..q:t 11,04 //- . . . . . . . . .. _ . _..... Date i( "--1 1. 'time received _.2..2.-5 am al, . Mon. Wed- Thur. -Fri. BLD: 1 '-' I - - Date: /1-1 Z • - . • OWNER: - - . . . Contact Namw. ADDRESS: g2-17- KO Contact Number:360 3(C7 eqSig- - .i. - . , . Notes: "Tra-e& / 206 II OS- " - • . • . . Foundation Plumbing - Framing . Propane Yank Mechanical Setbacks Under-ground Framing Underground Furnace Footing Rough in Alr seal Above ground - Gas Sternwall Hydronic Exterior shear Exterior lines Oil Straps --7-- Interior Interior shear — Interior lines . Ducts # -- Post Hole Ventilation Appliance Underfloor X - Gas/wood-stove Man-Homes Setbacks • Insulation Final Inspection J- ock -. Z'.? Foundation- - . Bl &Tie floor _wall ceiling Address Posted i _ . • . ..._ • Date__ time received I ©S am (9 Mon. Tue . .Wed: Thur. BLD: 13 15 2-- Date: L -g OWNER: - Contact Name: II ADDRESS: �2 0 al\WL Rb Contact Number 360 ib 0422 ti,,. ! f if Notes: 206� a Notes: `� . Foundation Plumbing - Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furnace Footing Rough in Air seal Above ground Gas Stemwall __ Hydronic Exterior shear _ Exterior lines Oil Straps Interior shear Interior lines • Ducts f. Post Hole Ventilation Appliance Underfloor Gashvood stove Man-Homes Setbacks Insulation. Finallnspeoton s Foundation- • '' Block&Tie floor wall ceiling. . Address Posted i N 7 • 0 Jefferson County DCD Building Division Correction Notice PERMIT NUMBER /5 - k 9Zi OWNER ernMfrtildiAiti V rT- JOB LOCATION B ze> ems'/ p Inspection of this structure has found the following violations: /14914 i ea- [vt ZED 73 Der,ie/ r2c-D t,rci tr- .2z Lo-5-TALL., Opt Asa Reo-k s 3� 110 57-ALL i-11� t3( 13/4e-g- t p,_5. A) /x33'rp2.4 PAD Px�j5r 3 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. f Date 9/5// j� BUILDING DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE Jefferson County DCD Building Division Correction Notice PERMIT NUMBER _ (�{2- OWNER JOB LOCATION g'2-0 C-11 r Inspection of this structure has found the following violations: ���r Off i,,,4 17, S // 61/45r4 y i.gb65.7z. cAvv T 8._ nG.4...4 7.-0 6;y ldt�t ,V7 ©sue $ 7 . T 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 Inspector BUILDING DIVISION(360)379-4450 I PECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE Jefferson County Building It ion Permit Niter: BLD13-00192 Applicant: DOLLBARGER PROPERTY LLC BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2009 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next days inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks ►D -28-0 3pc Erosion Control Foundation Footing AF - X Z _p a 10, „ 13 Footing Drains Foundation Stem Wall IO - 28 r5 D C Underground Plumbing Straps(hold downs) I,[t L, Ext.Shear Wall Nailing ` Rough-in Plumbing 0144 NC siE.00k oK 7/iligy Framing Airseal Insulation:Walls 2=7 Insulation: Floors 4/40/ ,. Insulation:Ceiling Irnfilitek e,Wit^ Gas Line: Interior �� Gas Line:Exterior , Propane Tank Mechanical Systems f / Fire Protection 44/p Landscaping Parking Sign 10, Exterior Lighting //5/1/4 Address Posted SEPA Mitigation UPPErt✓iUc,z, FROK ,1/1z/p3 G 14113 reme Z fir/r4 `c, f FINAL INSPECTION (33/t , 1 Cper- 14J FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD13-00192 1.) The project shall adhere to the Best Management Practices(BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 2.) The site plan as submitted with the Building Permit application on June 20, 2013 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated June 25, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. \\tirlamark\rlata\fnrmc\F RI 11 Parmit RIrin rnt 7/19/9(113 • BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00192 Received Date: 6/20/2013 SITE ADDRESS: 820 CHIMACUM RD Issue Date 7/12/2013 PORT HADLOCK, 98339 Expiration Date 7/12/2014 OWNER: DOLLBARGER PROPERTY LLC PHONE: 360-379-1133 JEFF HIGHBARGER 820 CHIMACUM RD PORT HADLOCK WA 98339-9432 DR ROBERT SCHLADE SHORT PLAT SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 901111010 Section: 11 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: Contractor's License HABITFH912D5 Expires 3/15/2015 PROJECT DESCRIPTION: ADDITION TO EXISTING VET HOSPITAL. TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP ADD MAIN: 504 INDUSTRIAL: VALUATION 85,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 60 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: Type Amount Paid By: Date: Receipt: BATHROOMS: Permit $888.75 MEB 06/24/13 142197 Exist: 2 Plan Check $577.69 MEB 06/24/13 142197 Prop: 0 State Building Code $4.50 MEB 06/24/13 142197 Total: 2 Total: $1,470.94 NUMBER OF EMPLOYEES: Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED mi I n i 0,wrip-4-, PARKING 95'-0 nn i PORT HADLC IRONDALE 4 NT3 rz,AUiiN G; I N ,4 -1 SITE PL ,4N ,4 -2 EXISTINC� BUILDING; PLAN '4 -3 PLAN A --4 FOUNDATION PLAN i�0o� Ffi�.4i"IINCx PLAN � ,4 -5 SEGTIONS 4 DETAILS TOILET iR00M ELr=Y.4TfONS I � -� EXTERIOR �LE�.4TIONS GENERAL fi ROJECT NOTE,5: 1) ALL WORK SHALL CONFORM TO THE 2009 IBC CODE AND ALL LOCAL CODES, ORDINANCES AND COVENENTS THAT ARE APPLICABLE. 2) DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS IN THE FIELD AND UM NOTIFY ARCHITECT IMMEDIATELY OF ANY D15CREPENCIE5. NORTH SIGN \ \\ �o , DDS tC N �.O, DS NOTE -6 DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE PLANS, REFERENCED STANDARDS, AND GOVERNING CODES, THE MORE STRINGENT REQUIREMENT SHALL GOVERN, ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO PROCEEDING WITH ANY WORK INVOLVED. DESIGN LIVE LOADS: ROOF 30 PSE FLOOR 40 PSE DESIGN DEAD LOADS: ROOF 15 PSI= FLOOR 15 PSE DESIGN WIND LOAD: BASIC WIND SPEED = 110 MPH, EXPOSURE 'D' DESIGN SEISMIC LOAD: CATEGORY D2 FOUNDATIONS: DESIGN SOIL PRESSURE = 1,500 PSE (ASSUMED) ALL FOOTINGS SHALL BE PLACED A MINIMUM OF 18" BELOW FINISHED GRADE AND BEAR ON FIRM, UNDISTURBED SOIL. LOWER FOOTINGS TO FIRM BEARING IF SUITABLE SOIL IS NOT FOUND AT MINIMUM FOOTING DEPTHS. TREATED WOOD: ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE, MASONRY, EARTH, OR WITHIN SIX INCHES OF EARTH SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPB -FDN AND BEAR THAT QUALITY MARK. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED WOOD LEDGERS, BLOCKING, ETC AND CONCRETE, MASONRY, OR EXTERIOR STEEL. WINDOWS: ALL WINDOWS ARE VINYL, U -VALUE = 030 WITH LOW -E GLAZING ,�� o EXTG CONC U1AL1C�` AND RAMP n Epp 4PIIVG RQMp 7 10 SUIL L) o \ NEW CONC. PORTION OF EXTG I / �O t WALK BLDG t0 BE REMOVED SEPTIC TANKS x o o L olu 200`1e 63.43 \ 2 I i INITIAL 4 RESERVE � �' PROPOSED L DRANIELD AREA COVER ADDITION O - - -- - - - - -- _ - -- —�, SEPTIC DESIGN Bl' x — Pte_ ; _ — SEPTIC -- _ CREATIVE DESIGN SOLUTIONS ` \� - UNDER SEPARATE SUBMITTAL — - - — —. —. — — — . — . N01 °31'13 "E 148.05' 89 EXISTING - — — — — — PROPERTY LINE — — D" FENCE EXISTING POL E APPROx EDGE of PAVEMENT a/ OVERHEAD LINE EXTG BUILDING AUTO WIECKING YARD f T F= f=::> L I NORTH OLD HADLOCK ROAD ev JEFFERSON COUNTY DCO BUILDING FLAN REVIEV "i II APPROVED AS SUBMITTED opp+' APPROVED AS NOTED 13 REJECTED l� [late l ~ ���`�� Rev lower .,.,A� `� ✓ , m (p O 6' O A z W W H A 0 .N F—� CL U w U CO E-� N 0 H f �u K` 0 J Nr ire co cr) co 0 o o z a rx � co W � E-4 � 0 0 � a z W o � �4 � Q W U H Q 0 U H U co m (p O 6' O A z W W H A 0 .N CQ 0 CL U w U CO 0 N 0 ui w f �u K` J Nr ire co cr) m (p O 6' O A z W W H A 0 .N CQ 0 co IRt CO 0 0 I toLO I v� a� W co cr) co 0 o w v) a co a N MEMO" W A I 89' -0" EXISTING - VERIFY EXl&TlNr-:z 110 Rt 4-I E JG I St 11�1G�3U I L I� 11�1C 2409 S1= X (St ING C,4}�PO}�t 309 SF nH TW V1 � O Q w [--� E-+ O w a z Q o w O Q � � w � Q � � o w � rx 00 C) o U �' V .iJ 3 � u � w �r m m O 0 A z W h � � A Q CQ 0 co 00 .`-�� O �>N 03 ,a 0 Lf) LO a� v� w coo 4-) to � co c0 0 m cd 03 ow rmq V-4 a a F4 [=4 O t� A V w 12009YET EXTG-c PLAN A� 2 y 7A o 4 ' N w ig w 11, m FOR TR FOR LAUNDRY LLI 19'46' SURGERY EXTG CRAWL ACCESS CARPORT 89' -0' EXISTING - VERIFY EXISTING SIDEWALK UP -5 PLANTER EXISTING PLANTER EXISTING EXTG- VERIFY EXISTING RAMP DN q PORCH NEW PLUM ING NEW GRAB BARS FIXTURES PROVIDE BLOCKING EXTG EXTG EXTG EXTG EXTG I IN WALLS AS REQ'D L01 0 VIEW \ r � H.C. VL�NG XRAY I 5T01Nj EW PAINT ALjIWIA LS FORAGE ENTRY EXISTING EXTG -" D CEILING TREATMENT o WAITING "sY�,� _ "' z NEW WALL EXTG 3068 OPEN SHELVES REMOVE EXTG DOOR =.� 30 6 EXISTING LL kr REMOVE EXTG INFILL WALL TO PORCH a G WALLS (TYPICAL) MATCH EXISTING - ...4444--- - - - -�- � 3' -0" 1, 4' -9" DN VERIFY X - - - u1 rj REMODELED a a i PHARMACY I I EXISTING CABINET NEW FLOORING NEW PAINT ALL WALLS I NEW CABINET -T - - AND CEILING TO MATCH I EXISTINU REMOVE EXTG CABINETS EXISTING O° ! I I I EXISTING I RECEPTION AND SINK THIS LOCATION BU51NE55 ° DENTAL I t"� � _�� 12' -0" PROVIDE NT COUNTER E0 0° I ! ! FACE OF NEW WALL TO ALIGN WITH FACE NEW CABINET IF EXISTING CABINETS OF EXISTING WALL — — — — — — — — - - - - -- - BEAM-=- - = - -_- = EAM ;TG _ % �,,- 2 I j3068 � )LL .-- A NEW ;t L- NEW CABINETS rNE „ .r HALL EXTG OPEN ADJ. SHELVES I PANEL t METER - 3068: REMOVE EXTG 1 �� �t = _______ __ -� =__— == I WALLSITYPIGAL) STEEL DN •. o _ RAILING -- _ (E3 NEW NEW NEW NEW Ex15T►NC� NEW CONC. NEW GRIEVE EXAM EXAM EXAM KENNEL/ PATIO = 24C)9 COVERED EXISTING-$ ------ — — —! STORAGE = 309 SF PORCH ,4D 1:> I T I ON = 5O4 SI= s — .— . —. —. —. BEAM - - 0 4026 1/2 SL u NEW 2” � STEEL � U RAILING B EXTG i Q (PAINTED) HH W x x r Z w I I i �, GARBAGE Y. O 0 w L--- - - - - -J x REMOVE EXTG GATE a z REPLACE w/ NEW FENCE I G� w H b O x -x -x -x EXTG FENCE x -x -x- 1' -b" 4' -0" PROVIDE NEW GATE IN EXTG PENCE oo 10' -4" ol b' -O' 15' -6' Q EXISTING O f= L co�:) c) fz;;� f=:, L ?4 N NORTH SCALE: 1 /�" i' -O" 4' -10" 112' 1. 4' -O" 1 4' -10' 9' -10" 40' -0' 46' -0' NEW ADDITION EXISTINC-z eUILIDINC:* = 24C)9 S1= EXISTING-$ CARPORT = 309 SF Pi;;PZOPOSE T, ,4D 1:> I T I ON = 5O4 SI= i 3' -0" i I b � 4444 - -- N 4026 1/2 SL i 2 I 4026 1/2 SL ' 1 _ 4' -0' V 4' -10' 1.12" I. 4' -0' 5' -0' FAI REMOVE EXISTING SIDING THIS WALL PROVIDE NEW GWB OVER EXISTING SHEATHING NEW BASE CABINET w/ UPPER CABINET TYPICAL EACH ROOM 0 i NOTE: SEE SI -IE�T ,4 -2, 1= 0U1�1D.4TION PL..4N I`OR SHr=AR WALL SCHEDULE m m O N � � o �1 Z W H 5 A OU co CD d- cp co 4 P-N O) C\2 CQ 0 I I a -4-) .� 0 0 •�-1 cbi^ co co ca O v� Y) ow co a° a 1=4 12009YIET 1FLRPLN Ae 3 F nH W 0 � U O0 Q HH W x w O 0 w a z 0 w H a O Q O U H 00 O � LLj CC U i W U Owe W -u � V 3 t � � U �r m m O N � � o �1 Z W H 5 A OU co CD d- cp co 4 P-N O) C\2 CQ 0 I I a -4-) .� 0 0 •�-1 cbi^ co co ca O v� Y) ow co a° a 1=4 12009YIET 1FLRPLN Ae 3 EX15TING CRAWL ACCE55 TO THI5 CRAWL SPACE LOCATED AT NORTH END EXISTING CRAWL EXISTING CRAWL u CUT NEW 3(0"x24" CRAWL 12" 04 DOWELL$ ACCESS IN EXTG I LINE OF EXTG DRILL E EPDXY INTO EXTG CONC. STEM WALL I CONC. FOOTING FOOTING 4 STEM WALLS (TYPICAL) MIN. 4" EMBEDMENT VERIFY (TYPICAL ALL NEW t0 EXTG) EXISTING CONC, FOUNDATION WALL HD QA I R -- - - - - - -- A I I— I I I 4— — — 4x 4xtaV"2- — 2 #x10- DP02 - - - -- -- CO T. P.. 2x6 �411 LED�ER w/ 4x4 POST ON 0/ C STAGGERED �� �� -1 I/2 L 5 PROVIDE P05T ANCHOR 24 x24 x10 DEEP I I I L '— -j fNT i FR i ING OR 50LID BLOCKING TO CONC. (TYP) CONC PAD 2 I PROVIDE POST/BEAM w/ (2) 04 EA. WAY BRACKET (TYPICAL) (TYPICAL) I I - -5 I _ NEW GONG. `Q-3- _ PATIO o 4>101)102 f - I' 4x11 DFI"2 4x10 DF 02 r 4x10 DF "2 i + 4x10 DF _ SLOPE f L J i I 2x10 DF 02 JOIST a 16" 0/C 3' -0' FOUNDATION VENT 12" A A (TYPICAL) 6x6 DE POST w/ NEW SIMPSON C8(o6 CONC, ON 12 "xI2 "xI2" HIGH !XTG GONG. WALK CONC. PLINTH SLAB o ON 30 "60 "x10" CHIC CONC. FOOTING w/ (4) "4 BARS EA. WAY m 01 I � -5 NEW WALK A b'-01 40' -0" It TO BE FLUSH w/ EXTG SLAB 46'-O" NOTES: 1) ALL FOOTINGS TO BE PLACED ON UNDISTURBED SOIL. 2) SEE FLOOR PLANS FOR HOLDDOWN BOLT PLACEMENT USE MANUFACTURER RECOMMENDATIONS FOR HOLD DOWN BOLT SIZE6 4 EMBEDMENT. 3) SEE SHEAR WALL SCHEDULE ON SHEET A -03 FOR ANCHOR BOLT SIZE 4 SPACING AT SHEAR WALLS FLOOD FRAI"fIN $ F C:) N ID A T I co::) N PLAN SCALEE: 1/4" - 1' -O" 4 4 - 36"44" CRAWL ACCESS w/ CLOSURE PANEL FJA NORT" r o o F Fr,Ar -riN Ci; O LAN ROOF FRAMING NOTES: I. PROVIDE 61MPWN HI CLIPS AT ALL RAFTER OR TRUSS TO PLATE CONNECTIONS. 2. PROVIDE CONTINUOUS RIDGE VENT AT ALL RIDGES. 3. ALL HEADERS (HDR) SHALL BE MIN. 4x10 DF 02 UNLESS NOTED OTHERWISE. a H W 0 a W 0 O w a z w Q o � o Q � � a � � w � FHA Q � W o H 0 NW�Tll �t W V 00 O u e- V W I r V y .1J z -= 1 i _ N J R f N J �- R �- N ; m m i N � O Z A � W W O A � U � � 0 CO o 0 I I W m � ul ow c a a NJ r 4 6 "xb" DF n POST SIMPSON CBbb POST BASE +3 CLOSED TIES 12 "xl2" 1 35' NOOK CONC. PLINTH _ 6" O/C w/ CHAMPHER EDGES 3/4, I 1 ` + FINISH GRADE 04 BAR VERT EACH CORNER w/ 12" HOOK IN FTG FOOTING: 52 1 (4) 04 BARS EACH WAY COL- /FL_ INTH hETA I L_ 1 SCALE: P = P -O" FDDEt050 EDGE NAIL SHEATHING PLYWD ROOF SHEATHING FRAME BETWEEN TRUSSES 4 TO TOP PLATE EMEND WALL SHEATHING OCK AROUND ASSES TO ROOF 4 EDGE NAIL 0 — —0— - 00 — — O� — — 0 o,- — O — 0 J\— — — O O — — —I — — —O O / 10 01 \ 1 1 10 01 I I / 10 01 \ Io of I I to of I I to of 10 I 10 OI 41 10 01 flol �\ L — — — LJ —10 01 - --F AI - - -10 01 -- O 0 0 O 0. 0 0 0 0— 0--00 -- jI j \ Trt j 1 j tRUSs 11 II \ / 11 11 W74L_ L_ C-_) E TA I L_ SCALE: 1" m 1' -0" RFDET0S0.DUk3 DOOR HARDWARE TO MEET CODE FOR ADA ACCESSABILITY NORTH TOILET SCALE: 3/8" = V -011 24 "W. x 30 "'� MIRROR TOWEL DISPENSOI SOAP D ISPENSOie n EAST PROVIDE GALV. METAL FLASHING OVER TOP OF LEDGER SIMPSCN DTT2Z -SD825 w/ V2" dia THREADED ROD MIN. (2) LOCATIONS Pt. 1x6 DECK JOIST AT 16' OTr, WITH S U26 JOIST HANGERS Pt. 1x6 LEDGER w/ 1/2 4 LAGS • 24" O/C FN STAGGERED _ _- I PROVIDE SOLID 2X BLOCKING BETWEEN —i FLOOR JOISTS TYPICAL EXTERIOR WALL ASSEMBLY 3/4" T4G PLYUJOOD ON FLOOR JOIST PER FRAMING PLAN CONCRETE STEM WALL D E C< AT STEM WALL SCALE: P = 1' -0" 16" VERTICAL GRAB BAR 36" GRAB BAR 42" GRAB SOUTH FDDET122 YV_ "' PLASTIC ARAB BAR LAMINATE WAINSCOTT P/LAM I � SHEET VINYL FLOORING w/ INTEGRAL COVE BASE TYPICAL PLATE FLOOR MATCH EXTG � I I— III — III —I I I- � I I— III —III —I III 111111111111= I _ O N NEW ADDITION NEW ROOF STRUCTURE TO PLANE -OUT WITH EXISTING ROOF ADJUST PLATE HEIGHT AS REQUIRED n 4F— MONO TRUSSES PER - FRAMING PLAN EXAM 3/4" FLOOR SHEATHING ON FLOOR JOIST PER FRAMING PLAN w/ R -30 INSULATION .� -5/8" GWB HALL GWB OVER EXTG NEW CRAWL BEAM t POSTS ON EXISTING FOOTING CONT. BLOCKING NEW OVER BEAM EXISTING BUILDING PROVIDE NEW CONT. RIDGE VENT IN EXISTING ROOF EXTG ROOF STRUCTURE VERIFY SIZE EXISTING ATTIC PROVIDE VENT OPENINGS THROUGH NEW SHEATHING INTO EXISTING ATTIC TRUSS TOP CHORD TO EXTEND TO EXTG ROOF STRUCTURE PROVIDE NEW BLOCKING AND LEDGER FOR TRUSS HANGERS CUT BACK EXISTING OVERHANG TO WALL LINE NEW FLOOR TO BE FLUSH WITH EXISTING EXISTING CRAWL EXISTING �51=-CTION A-A. SCALE: 1/4 = V-0" MST I/2' PLYWOOD SHE 1x BLOCKING w/ MI HOLES, (3) PER BA w/ INSUL BAFFLE SIMPSON HI CLIP * EACH TRUSS/RAI 5/4 x8 FASCIA w/ CONT. GUTTER MATCH EXISTING SIDING PER ELEV. "' "TYVEK' HOUSE WRAP 1/161 O.Ss. OR P1 8HEATHNG BLOCKNG TO MA' REMOVE Al EXISTING ROOFING PROVIDE NEW I/2" PLYWOOD SHEATHING OVER EXTG SKIP SHEATHING PROVIDE NEW 30 -YR COMP ROOFING FINISH GRADE TDRA AfffD. Iw DRAIN 1 F40+O " �DIB ,TUBBED COMP ROOFING OVER 3d' ROOFING FELT PRE- ENG'RD ROOF TRUSSES * 24' O/C R -49 INSULATION PROVIDE A MIN. OF 2' CLR TO ROOF SHEATHING %1 G.W.B. CEILINS3 1x6 DBL. TOP PLATE REQUIRED R -21 GATT INSULATION tj ' "J3. 2x6 STUDS • 16" O.C. 3/4" T4G 0.S.8. 8UBFLOOR GLUED 4 NAILED R -30 GATT INSULATION N CRAWL SPACE FLOOR JOIST PER FRAMING PLAN 1x4 P.T. SILL PLATE OVER FOAM SILL SEALER � "1 x 10' ANCHOR Bats • 481 or. 4 I' -O" FROM EA. END +4 CONTINUOUS 04 VERTICAL BARS • 48" O/C (1) 44 CONT. 6 IL BLAC K Y VAPOR 13AW R OVER TOP OF FOOTNG rt--T-f=:' I C74 L.- UJ74L L SF_ CT I ON SCALE: 3/4" = V-011 WL-SE:C035 nH W O O Z W 0 114 O 0 z W O � Q � o H W �jj C4Q co LLJ v i ��' Wes. N ? N Lu r Oi (P O A zz 4i 0 w H � A � � ul co It (o ._4� o In Lo Lo P, rn co �- 'd I i 0 CU vi a Q 00 0 m O ai f/1 o rn Aw a a A 5