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BLD10-049
City of Port Townsend Development Services Department Correction Notice PERMITNUMBER _BLDIO- OYY # ASO owneR Hole tate JOBLOCATION Dot St, Inspection of this structure iv found fy Bo g violations: \ Enownececmc + looy HAY Flanges hee, been cut, mende Pix From muvee — { ( rac SS rte d = Fou ( rut rok Re SAY EVANS ZALYE LA ff ff \ 4 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 s/s S, A O Inspector i VOSS y DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-049 Permit Type Residential - Single Family - New Project Name New SFR Site Address 1404 20TH STREET Parcel # 948313608 Project Description New SFR Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Habitat For Humanity (360) 379-2827 Of East Owner Habitat For Humanity (360) 379-2827 Of East Contractor Owner Builder O- STATE exempt 12/31/2010 *** SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the aw or authorized agent of the owner. Print Name q ah G WW ; \\: AWS Date Issued: 05/11/2010 MK, AS VHll = Issued By: | SWASSMER Signature Xi AMMAN Date S/ [| / 10 Date Expires: 11/07/2010 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-049 Permit Type Residential - Single Family - New Project Name NewSFR Site Address 1404 20TH STREET Parcel # 948313608 Project Description New SFR Fee Information Project Details Project Valuation $110,912.20 Decks — Residential (Covered) 50 SQFT Plan Review Fee 685.98 Dwellings — Type V Wood Frame 1,160 SQFT Enitrgy Code Fem New Single 100.00 Units: Heat Type: ELECTRIC BBH Family Unit ; ; Bedrooms: 3 Construction Type: V - B Mechanical Permit Fee per Dwelling 150.00 Batuons: 2 Occupancy Type: R-3 Unit - New Residential Plumbing Permit Fee per Dwelling 150.00 Unit - New Residential PLAN REVIEW DEPOSIT 50 50.00 PLAN REVIEW REFUND 50 -50.00 Building Permit Fee 1,055.35 State Building Code Council Fee 4.50 Technology Fee for Building Permit 21.11 Record Retention Fee for Building 10.00 Permit Site Address Fee 3.00 Total Fees $ 2,179.94 Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name Date Issued: 05/11/2010 Issued By: SWASSMER a cen Date : Date Expires: 11/07/2010 Signature CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. FOUNDATION WALL [YS 74,/> FOUNDATION DRAIN [ay (KA TT MISCELLANEOUS FLOOR FRAMING ES %lo _ SHEARWALL & HOLDOWIRICK [74/5] Siguod by FAST | VY FRAMING ry |Secho J F. agli) PARCELNO. 948313608 — PERMIT NO. BLD10-049 ISSUED DATE __05/11/2010 «EXPIRATION DATE __ 11/07/2010 ADDRESS 1404 20TH STREET CONSTRUCTION TYPE _V-B OCCUPANT LOAD OWNER HABITAT FOR HUMANITY OF EAST PROJECT DESCRIPTION New SFR CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP DATE COMMENT INSPECTION ___INSP_ DATE COMMENT SETBACKS SURVEY PIN| F—> [%o/5 FINALBLDG/COFO fl A|42/| | FOOTING eS oho UFER = Poli» AIR SEAL PLUMBING MECHANICAL q (( a INSULATION ec] R-2( Walks uw wadion Cart Sets Gwe ZA Ye Mp FINAL PUBLIC WORK [| |7%9//| SEE MiPIO-O2 TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. PERMIT # [bUAD>1O~o 4 CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG DATE RECEIVED 2°27!'© SCOPE OF WORK: New SPR, DATE ACTION INITIALS 3-210 ENTERED INTO CHET rY WO) oe eae. CHECKED FOR COMPLETENESS aa 1 S-S-10. |Iappvess APPR AO Zo l* Sa 3 ED) Plun reve ud completes — =——— Zoning: gv ~\\ Setbacks OK? Les Lot Size: J <00 Building Size: “Uo Lot Coverage: 23,2 FAR OK? Ue Height OK? “yo Parking OK? Lonsle Space, Critical Area? Neha nd Vat b pe ( Se tacked) Demo? Jo Historic Rev? ilo UAV Notice to Title? Lots of Record? Yea— LUPO F-O2Y ECEIVE BD Lo-O4 MIP ID~ O3¢ MAR - 2 2010 City of Port Townsend CITY OF PORT TOWNSEND Development Services Department DSD BUILDING NUMBER APPLICATION Name of Property Owner: Habitat Pav Hulrebita AE. Velfersch Co. Mailing Address: PO Rox ©S4 Port Tewhserd Wh 4436% Telephone: Repemggmsr 2A Go -374 -2$2-( Property is located in: Addition: EISENBEIS Block(s):__ 13 & Lot(s):_¥ Faces/Access is from: Qo* Stytet Street Parcel Number_44- $31366 S Directions to the Property (draw vicinity map on back) oh tHe north side ot 20" Sr west ot Slut. Evsk jet ter pth anil. If this is anew ADU, has a building permit been applied for? _ Yes____No Date: Notes: rf th HOUSE oP IH64 Zo’ sraeEet Si le 50 Lilith. L For Department Use Only: Date of Approval: Application Fee Received ($3.00, TC 2200): Date: Copy to: O Finance O Fire Dept O Post Office O Sheriff 0 Police (Lyn) O GIS O Public Works ODSD database © O Assessor’s Office For address changes: (1. Qwest Address Management Center ~ 206-504-1534 http://ptimaging/DSD/Building_Forms/BuildingPermitPacket/Application- Address Number.doc ; 6/12/06 = 1 a4 2 | @ 4 2 1 O qi 2 6 Z An 2 D wo Oo oO uO <x a © ay fe n | S 2 ju l 4 d g |e ib e = 5 TH O |x rT < a LL . : g = 6 21 0 7 v4 8 ¥ 5 |/ 6 ] 7 |e q 21 s t St a a é : Ro ) f 8 3 ©) wp 2 eS 3 2 1 r + » 20 3 3 | 3- ‘2 5 11 1 — f |< = 5 6 7 8 (e e ) ba s a. 14 1 ‘7 5 11 1 0 } 7] 8 ) me - 20 TH | > 1 >) 1 2 es 2 1 1 (N 19 2 9 - wi e ” H+ Ta e { DI 14 li lU g J ar 19 0 7 He 0 10 12 8 2 4 6 nN ER Y TH ? pI S c a v e R Y | 7 8 —_ Wa t e r Wa s t e Wa t e r PL ' pl —_ — _ — _ St o r m Wa t e r iS «] ie rf — 1 in c h = 12 1 . 6 9 4 6 6 8 fe e t 72 ] 7 i) 1 nm f D 3 | ee ag v) = © ECEIVE ; Development Services MAR. <mtedes2Qi0 je!) 250 Madison Street, Suite 3 Port Townsend WA 98368 ment Phone: 360-379-5095 GITY OF PORE SOWISEND | Fax: 360-344-4619 wi www.cityofpt.us Residential Building Permit Application Project acne a Legal Description (or Tax#) ffice Us Only Hoy 2 oth Ge, Addition: EISENREIS | permit# BLD10-0\1 4 _ Zoning: z \ Block: =f26-' jSe 3 Associated Permits; Parcel# 44 $3 1360% Lot (s):_@ MOLE 19 Soe | Project Description: New siinle Fai ly Yes dance GRD o- oO Be Applications by mail must include a check for initial plan review fee of $150 for projects valued over $15,000. See Page 2 for details on plan submittal requirements. Property Owner/Applicant: Name: Habit fer Buran a pi E. Ick: Co. Address: P_0 Box 634% City/St/Zip: Pay t Tow hacen A) WA 41% 266 Phone: Email: 360 -379 -2 $27 leoenRoreinty, Contact/Representative: Name: <) : ole iS thi Phone: 379-2%27 Email: wr bitrate ol bri ‘. hort Contractor : ame as Owner Name: Hap \tat a enn Hy Address: Po Box 65% City/St/Zip: Payt | pwhsend WA Gg X 3 ES Phone: 360 - 3749 -2.%2) Email: habitat Polampus. het State License # AAR ITE 12DS Exp: 2 /2$/2otl City Business License #._00 4CS2. AE Ac. Building Information (square feet): 1* floor 1160 Garage: 2" floor Carport: 3” floor Other: Basement tf Finished: g Unfinished: __ Decks / Porches Covered: Os Uncovered__ 16 S& Heat Type: Electric rad Heat Pump Other Total: #Bedrooms 3 #Bathrooms_ "2. Size of lot_S Ooo Square feet Total Lot Coverage (Building Footprint):* ijeé6 % 23.2 Impervious Surface:* Square feet: {440 *Total existing & proposed Square feet: Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: Project Valuation: $ 74 000 What year was the structure built? If work includes demolition, see Page 2. Any known wetlands on the property? Y N Any steep slopes (>15%)? Y N | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: AVA nen Mac? erorsk! Date: “$-2~- 2°10 Signature: Cpe tase Page 1 of 2 - 1/4/2010 -OVER- RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. (Residential permit application. ‘s Washington State Energy & Ventilation Code forms 'y Two (2) sets of plans with North arrow and scaled, no smaller than 4” = 1 foot: +A site plan showing: 1. Legal description and parcel number (or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On-site parking and driveway with dimensions 5. If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site 6. Street names and any easements or vacations 7. Location and diameter of existing trees 8. Utility lines 9. If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers ¥ Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting ¥ Floor plan: Room use and dimensions Braced wall panel locations Smoke detector locations Attic access Plumbing and mechanical fixtures Occupancy separation between dwelling and garage (if applicable) Window, skylight, and door locations, including escape windows and safety glazing Il section: Footing size, reinforcement, depth below grade Foundation wall, height, width, reinforcement, anchor bolts, and washers Floor joist size and spacing Wall stud size and spacing Header size and spans Wall sheathing, weather resistant barrier, and siding material Sheet rock and insulation Rafters, ceiling joists, trusses, with blocking and positive connections . Ceiling height . 10. Roof sheathing, roofing material, roof pitch, attic ventilation '¥ Exterior elevations (all four) with existing slope of the land in relation to all proposed structures { If architecturally designed, one set of plans must have an original signature -- pn vi'srg bidere TD Selle, If engineered, one set of plans must have one original signature ‘AFor new dwelling construction, Street & Utility or Minor Improvement application yw OO N D A A R W O N A D N O A R W N > If you are proposing partial or full demolition of a structure that is at least 50 years old, per Ordinance 2969 Historic Preservation Committee (HPC) review is required. If within the National Historic Landmark district: $58.00 for full committee review. If outside the National Historic Landmark district and not on the Historic Register: no fee for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 - 1/4/2010 -OVER- ECEIVE MAR - 2 2010 _ City of Port Townsend CITY OF PORT TOWNSEND Development Services Department DSD BUILDING NUMBER APPLICATION Name of Property Owner: Habitat for tulrenita AE. Veffersch Co. Mailing Address:_ PO Rox ©S4 Port Townsend Wh 4426% Telephone: __ eegmaggar 2 be -374 -2$2( Property is located in: Addition: El l Block(s): 4+x6 13 is Lot(s): ¥ Faces/Access is from: “A.O Street Street Parcel Number 44s 126¢ $ Directions to the Property (draw vicinity map on back) on He north side of 20 Ge west of Sherrer Evsk jot Mer purr anil. If this is anew ADU, has a building permit been applied for? _ Yes No Date: Notes: HOUSE NUMBER ASSIGNED: Date of Approval: For Department Use Only: Application Fee Received ($3.00, TC 2200): Date: Copy to: OC Finance 0 Fire Dept 0 Post Office O Sheriff O Police (Lyn) O GIS 0 Public Works O DSD database 0 Assessor’s Office For address changes: 0 Qwest Address Management Center ~ 206-504-1534 http://ptimaging/DSD/Building_Forms/BuildingPermitPacket/Application- Address Number.doc ; 6/12/06 City of Port Townsend Development Services Department 250Madison Street, Suite 3 Port Townsend, WA. 98368 (360)-379-5095: Fax: (360)344-469 Washington State Indoor Air Quality 2006 Residential Construction Checklist for Zone 1 This form is to be completed in addition to prescriptive compliance form or component performance compliance calculations. Please answer the following questions: VENTILATION REQUIREMENTS FOR INDOOR AIR QUALITY: What kind of ventilation will be used throughout the house: [Exhaust Option CO HVAC Integrated Option If you chose “Exhaust Option,” complete the following: e Where is your whole house fan located (what room, etc.)? hawrdnny e@ What size is the whole house exhaust fan? See table below: 7S —\ iz CEM Floor Bedrooms Area, ft2 | 2 or less 3 4 5 6 7 8 Min Max Min Max Min Max Min Max Min Max Min Max Min Max < 500 50. 75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 70 105 85 128 100 150 115 173 130 = 195 145 218 1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501-2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001-2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501-4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001-5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001-8000 125 188 140 210 155 233 170 255 185 278 200 300 215. 323 8001-9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 *For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. e Fresh Air Inlets are required for this option in each habitable room (includes all bedrooms, kitchen, etc., not bathrooms or utility rooms). What type of fresh air inlet will be installed? f Window Port O Wall Port See next page C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outlook\Y CFWUM82\Checklist-Indoor Air Quality .doc TYPE OF HEATING: e Electric: mM Wall Heater [J Baseboard UO Electric Forced Air QO Boiler @ Non-Electric: CO) Propane 0 Oil Heat 0 Heat Pump O Boiler VAPOR RETARDERS: Vapor retarders shall be installed toward the warm surface as represented below. Select one option for floors, walls, and appropriate ceilings: e Floors: 0) Plywood with exterior glue Poly plastic (greater than or equal to 4 millimeter thick) CBacked batts e Walls: OPoly plastic (greater than or equal to 4 millimeter thick) CFace-stapled, backed batts PiLow-perm paint e Ceilings: CINot required where ventilation space averages greater than or equal to 12 inches above insulation CFace-stapled, backed batts OPoly plastic (greater than or equal to 4 millimeter thick) PdLow-perm paint HEAT PUMP EFFICIENCY: As listed in the ARI directory, heat pump efficiency shall be met as follows: OSplit system, air source heat pump: HSPF greater than or equal to 6.8; COP greater than or equal to 3.0 OiSingle package, air source heat pump: HSPF greater than or equal to 6.6; COP greater than or equal to 3.0 (Water source heat pump: COP greater than or equal to 3.8 OGround source heat pump: COP greater than or equal to 3.0 CENTRAL COMBUSTION HEATING SYSTEM AFUE: As listed in the GAMA Directory, the central combustion heating system AFUE rating shall be: CiGreater than or equal to .78 (Med. Prescriptive Options & Chap 5 Calculation) CiGreater than or equal to .74 (low Efficiency Options) OiGreater than or equal to .88 (High Efficiency Options) OOther (as per Systems Analysis Qualification) C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outlook\Y CF WUM82\Checklist-Indoor Air Quality .doc — (2006 ashington State Energy Code - Prescriptive | 0 WU -2 2010 al | TABLE 6-1 JIU Sr PRESCRIPTIVE REQUIREMENTS” FOR GROUP R OCCUPANCY oe __| CLIMATE ZONE 1 T TOWNSEND USU Glazing} Glazing U-Factor 9 Wall’? war wert Slab® Option | Area”: Door | Ceiling? | Vaulleg | Above | ow | Below | Floor {on % of Floor | Vertical | Overhead"' | U-Factor Ceiling’ | Grade | Below ow Grade Grade | Grade L 10% 0.32 0.58 0.20 R-38 R-30 R15 R-15 R-10 R-30 R-10 It.* 15% 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 TH. 25% 0.40 0.58 0.20 R-38 / R-30/ R-21/ R-15 R-10 R-30/ R-10 Group R= U=0.031 | U=0.034 | U=0.057 U=0.029 and R-2 Occupancies Only TV. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 Group R-3 and R-4 Occupancies —— Only rv. Unkimited 0.35 0.58 0.20 R-38 / R-30/ R-21/ R-15 R-10 R-30/ R-10 Group R-! U=0.031 | U=0.034 | U=0.057 U=0.029 and R-2 Occupanctes Only * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv' denotes _.. Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum I-inch vented airspace above the insulation. Other single rafter or joist vaulted ceilings shall comply with the “ceiling” requirements. This option is limited to 500 square feet of ceiling area for any one dwelling unit. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shal{ be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required stab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors, including all fire doors, shall be assigned default U-factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U-factor of U=0.40 or tess is not included in glazing area limitations. 11. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified'in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement. Effective July 1, 2007 2006 Edition 1433 1421 RI L ZO N E H O Hendricks St. — Wa t e r — Wa s t e Wa t e r St o r m Wa t e r 1 in c h = 33 . 6 2 6 5 9 4 fe e t 17.16.030 E. Construction and Permits. From and after the effective date of the ordinance codi- fied in this section, no building permit shall be issued and no building shall be constructed on Table 17.16.030 any tract, lot or site in the city unless the build- ing is situated on such tract, lot or site in con- formance with the requirements of this title and any other applicable provision of law. Residential Zoning Districts — Bulk, Dimensional and Density Requirements 7 ~\ setback for multifamily structures located within 200 feet of an abutting mixed use zoning district DISTRICT R-! Gey, R-Hil R-IV MAXIMUM 4 dwelling units & dwelling units 16 units per 40,000 sf | 24 units per 40,000 sf HOUSING DENSITY | (10,000 sf of lot area | (5,000 sf of iot area of lot area of lot area (units/bedrooms per per unit) per unit) 40,000 square foot area) __ __ 10 units where a 15 units MINIMUM aces AVERAGE HOUSING - under single DENSEDY (ats per ownership are 12,000 40,000 square foot area) ie square feet in size or greater 4 (Note: limited 4 (Note: limited No limit No limit structures with more | structures with more MAXIMUM NUMBER | than 4 dwellings per | than 4 dwellings per OF DWELLING structure may be structure may be UNITS IN ANY ONE | permitted through the | permitted through the STRUCTURE PUD process, see PUD process, see Chapter 17.32 Chapter 17.32 PTMC.) PTMC.) 10,000 sf = single- 5,000 sf = single- 3,000 sf = single- __ family detached family detached family detached; 5,000 sf = single- family attached (duplex); 7,500 sf = MEINEM LOT SEE single-family attached (triplex); and 10,000 sf = single-family attached (fourplex) and multifamily“) MINIMUM LOT 50’ 50’ 30’ except: __ WIDTH 100’ = multifamily 20’ except: 10’ except: 20’ except: 10’ w/ side | 20’ except: 10’ w/ side 50’ = bars and 20’ for garages with or rear or rear parking; no agricultural buildings | vehicle access facing parking/garages; setback for a street right-of-way | garages with vehicle | multifamily structures and access facing a street | iocated within 200 MINIMUM FRONT 50’ = barns and right-of-way must be | feet of an abutting YARD SETBACKS agricultural buildings setback 20’; no mixed use zoning district (Revised 2/08) 17-42 oo " , Port Townsend Municip ~ “ode Table 17.16,030 17.16.050 Residential Zoning Districts — Bulk, Dimensional and Density Requirements (Continued) DISTRICT R-I R-II R-II R-IV 20° except: 10’ except: 10’ except: 15’ except: 50’ = barns and 100’ = barns and no setback for 20’ if directly abutting MINIMUM REAR YARD SETBACKS agricultural buildings, and 100’ ifabutting an R-II, R-II, or R-IV zoning district agricultural buildings multifamily structures located within 200 feet of an abuiting mixed use zoiiing district an R-I or R-II district; no setback for multifamily structures located within 200 feet of an abutting mixed use zoning district 5’ except: 10’ = abutting a street t-o-w; 20’ for garages with vehicle access 5’ except: 10’ = abutting a street r-o-w; 20’ for garages with vehicle access 5’ except: 10’ = along a street r-o-w; 20’ for garages with vehicle access 15’ except: 20’ if directly abutting an R-I or R-II district; no setback for MINIMUM SIDE facing a street right- facing a street right- facing a street right- multifamily structures YARD SETBACKS of-way and 50’ = of-way and 100 = | of-way and no setback located within 200 barns and agricultural | barns and agricultural for multifamily feet of an abutting buildings and 100’ if buildings structures located mixed use zoning abutting an R-I], within 200 feet of an district R-II, or R-IV zoning abutting mixed use district zoning district MAXIMUM 30’ 30’ 35’ 35’ BUILDING HEIGHT 25% 35%, except 40% 45% 50% MAXIMUM LOT COVERAGE where an ADU is included on the lot MAXIMUM FENCE HEIGHT* Front = 4’; side = 8’; side abutting a public r-0-w = 4’; rear = 8’ Front = 4’; side = 8’; side abutting a public r-o-w = 4’; rear = 8” Front = 4’; side = 8’; side abutting a public r-0-w = 4’; rear = 8’ Front = 4’; side = 8’; side abutting a public r-o-w = 4’; rear = 8’ (1) tp order to achieve the minimum density, subdivision of parcels 12,000 square feet or greater shall not allow individual lots larger than 4,000 square feet unless said lots are reserved for multifamily dwellings. *Note: Maximum fence heights apply within any required front, side, or rear setback area or along the edge of any required yard; refer to Chapter 17.68 PTMC, Fences, Walls, Arbors and Hedges, for specific requirements. (Ord. 2967 § 4.2, 2008; Ord. 2939 §§ 1, 2, 2007; Ord. 2913 § 2, 2005; Ord. 2825 § 4, 2003; Ord. 2782 § 4, 2001; Ord. 2716 § 4.3, 1999; Ord. 2700 § 11, 1999; Ord. 2571 § 2, 1997). 17.16.050 Cottage housing. Repealed by Ord. 2864. (Ord. 2837 § 2(Exh. B § 8), 2003; Ord. 2792 § 3, 2001). 1 7-43 (Revised 2/08) MEMORANDUM TO: LUP08-058/SDP08-020 HABITAT FOR HUMANITY FROM: SAMANTHA TRONE SUBJECT: POTENTIAL CRITICAL DRAINAGE CORRIDOR LOCATED AT 20TH AND 21ST STREETS BETWEEN HENDRICKS AND SHERMAN STREETS DATE: = 7/10/2008 CC: PAT IOLAVERA Habitat for Humanity is proposing to develop 21st and 20th Streets between Hendricks and Sherman Streets to build 6 houses. The project also includes the 4 lots to the south of 20th Street owned by Michael Henerey. The area is mapped on the City’s GIS as having a potential critical drainage corridor. On Wednesday (July 02, 2008), Pat Iolavera and I met Jamie Maciejewski (Habitat For Humanity) at the site to evaluate the potential critical drainage corridor. Currently, the parcels and the City’s rights-of-way are undeveloped. Pat and I looked at the area from 21st to 20th Street. Pat took a few soils samples from the lots with a probe. The trees present were Madronas, Western Red Cedars and various shrubs. PT Municipal Code 19.05.020 definition of a critical drainage corridor: “Critical drainage corridor” or “area” means an area which has been determined (by the Port Townsend Department of Public Works) to require more restrictive regulation than city-wide standards afford, in order to mitigate flooding, drainage, erosion or sedimentation problems which have resulted or will result from the cumulative impacts of development and urbanization. A critical drainage corridor is characterized as a year- round or intermittent naturally flowing watercourse which exhibits but is not limited to one or more of the following characteristics: 1. A stream or watercourse formed by nature or modified by humans; This criterion was not present. 2. Generally consisting of a defined channel with a bed for a substantial portion of its length on the lot; This criterion was not present. 3. Watercourses which exhibit the above characteristics and have been channelized or piped; and/or This criterion was not present. 4. Perched ponds, ravines or other natural drainage features. This criterion was not present. The soils map indicated CMC (Clallam Gravelly Sand Loam, 0-15% slope) and the soil classification is uniform throughout the site. The geology map indicated Vashon Lodgement Till and is also uniform throughout the site. In conclusion, the soils and geology maps do not show any subsurface differences which would indicate why this area is marked as a critical drainage corridor. As a result of our site visit and the subsurface analysis, it was determined that the area from 20th and 21st Streets between Hendricks and Sherman Streets does not have the characteristics of a critical drainage corridor. Enclosures: Soil Classification and ESA Map Soil Classification and 2 foot Contour Map Areail Photo with 2 foot Contours PTMC 19.05.020 vo n r u u o z u t de u s jo as n s, z a s n vo pa s e q Gm q r s y Su e wo y sa a d o j d u r a su pu e pu a s u m o y yo g 30 Ar c ou p sa s e a p e s za s q -3 a s n ar p jo Ar p a i s u o d s a s 31 0 8 at p st uO R R U M O g u s de u r pe JO Ad e a n d o 8 at p JO VO U F A Y T I A A pj a i y “d e u s st e p ur po u r e y u o > vo u ay p go So e i n o o n ay y fe a Au e or qu r a r e m Jo u op so o k o y d i u s si x pu x pu a s u m o y 14 0 g Jo Gi t ) oy “s i s e q < SU M E Y TE UM , , ‘S t 8B , , UB UO pa p t a o a d st de w si ] , 49 9 5 11 7 6 8 7 6 0 1 = YU L Ja y e WI O I G = —— — — JO I V / A SE A AW ¥ a A O O 8 I a CE C I | ig TI E N 2 VE G I mi Oo 2 “UUuUVY S s f e ) 5 0 iN O€ 0 Z o vt 0 Z8b kc O61» vl XVL FOOLLES L8cl 155YLS NVAGREDSG aa a cara . Ke) w GLCL *68C1 pY y s a A O N S I G 9 S OL b L GE L cA € v LA S a Y L S 9E L | * Zz LASYLS ILS) =NVINYSHS AN AV 7 RID. 174 i A> SHE aa DI S C O V E R Y RD oe FP el ) z sa a d 8 ss 4 VU o b EF OL V L ce AY A A O O S I C 4S IS L Z Receipt Number: BLD10-049 948313608 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 “CHECK 6217 $ 50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 Receipt Number: 10-044 BLD10-049 948313608 Plan Review Fee $685.98 $685.98 $0.00 BLD10-049 948313608 Energy Code Fee - New Single Family | $100.00 $100.00 $0.00 BLD10-049 948313608 Mechanical Permit Fee per Dwelling U: $150.00 $150.00 $0.00 BLD10-049 948313608 Plumbing Permit Fee per Dwelling Uni: $150.00 $150.00 $0.00 BLD10-049 948313608 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-049 948313608 Building Permit Fee $1,055.35 $1,055.35 $0.00 BLD10-049 948313608 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-049 948313608 Technology Fee for Building Permit $21.11 $21.11 $0.00 BLD10-049 948313608 Record Retention Fee for Building Per $10.00 $10.00 $0.00 BLD10-049 948313608 Site Address Fee $3.00 $3.00 $0.00 Total: $2,129.94 10-0239 03/02/2010 PLAN REVIEW DEPOSIT 50 $50.00 BLD10-049 CHECK . ~~ $2,129.94 Total: $2,129.94 genpmtrreceipts Page 1 of 1 CERTIFICATE OF OCCUPANCY CITY OF PORT- TOWNSEND DEVELOPMENT SERVICES DEPARTMENT This certificate is issued in accordance. ie the provisions of the International Building Codes as adopted and amended by the City of Port Townsend.. At the time of issuance, the indicated structure and use was deemed»to» be in compliance with the various codes and ordinances of the City of Port Towgsepet reeilating constraction, | use and occupancy of buildings. - of Ff Property Owner: BLD 10-049 ag - Name of Business: : Habitat for Humanity Building Address: 1404 20th Street : Occupancy Group: ! R-3 type of a 2 ee od R-II Construction: ~~ * — Oe" 4 Date Issued: March 22, 2011 “Permit Number: BLD10-049 El) Mt Building Official TRACY’S INSULATION INC. “Insulating your Community” PO. BOX 567 PORT ANGELES, WA 98362 INSULATION CERTIFICATE THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT THERMAL PERFORMANCE STANDARDS (WASHINGTON STATE ENERGY CODE) OR PER APPROVED PLANS, AT THE ADDRESS LOCATED BELOW. ADDRESS IUOU 70Th Sera Povt Towisend SUB- CONTRACTOR: TRACY’S INSULATION INC. CONTRACTOR’S REG. NO. TRACYII917BT MANUFACTURER THICKNESS R-VALUES EXTERIOR WALLS _ ay: Type of material: Fiberglass (2 A) an Fe S-S CEE * ATTIC BATTS ar " : Type of material: Fiberglass hw PEA /2 IZ35 SLOPE/VAULTED CEILINGS Type of material: Fiberglass A) 1 Vai ATTIC BLOW Type of material: Fiberglass ioe eee... DP Nie FLOORS a Type of material: Fiberglass MV, j4uf JO VEY, PIPE WRAPS Type of material: Fiberglass YES x NO VAPOR BARRIERS CEILING WALLS FLOORS Gintl Lal ba QLAIL W/ ears d AUTHO ZED SIGNATURE TITLE DATE we m e n e o a e HA B I T A T FO R H U M A N I T Y PR O J E C T DE S C R I P T I O N : SI N G L E FA M I L Y RE S I D E N C E SI T E AD D R E S S : a, \e 20 T H ST R E E T 19 6 PO R T TO W N S E N D , WA 48 3 6 8 HA B I T A T FO R HU M A N I T Y (O W N E R ) “a e Sa n "h y di e PO BO X 65 8 A - ar vs PO R T TO W N S E N D , WA 98 3 6 8 PH O N E # 36 0 - 3 7 4 - 2 8 2 1 ZO N I N G : Re l l . . me it ~ } EI S E N B E I S AD D I T I O N [3 . 4 BL K 26 Lo t e LO T S OF RE C #5 4 1 9 2 2 © TE R R A P I N AR C H I T E C T S , P. C . 20 1 0 \ IS T I N G PO W E R LE 20TH STREET TA X PA R C E L #: 94 8 3 1 3 6 0 8 ma DA S H E D LI N E S DE N O T E Le s s i n , Vv . TR E E S 10 BE RE M O V E D . Co s , CO D E S : 1. at , 7 “3 0 . S F , —— 20 0 6 IR C , 20 0 6 WS E C & VI A Sh ea a t ga df e e r ng a a y | LO T CO V E R A G E : SQ . FT . os ft LO T AR E A 5, 0 0 0 | pa s s in s p e c t i o n in co n f o r m a n c e wi t h 10 - 0 4 9 sa t e Pe r m i t No : al l ap p l i c a b l e co d e s an d re g u l a t i o n s . ; SC A L E : |" = 10 ! FI L E CO P Y a Bu i l d i n g Of f i c i a l RI ZO N E FR O N T : 10 ’ Si b e : S' . CI T Y OF PO R T TO W N S E N D RE A R ‘ I O ’ SI D E AB U T I N G =, Zo r ? st r e e t : 10 NO T E TO OW N E R S , CO N T R A C T O R S AN D BU I L D I N G OF F I C I A L S : |. TH E S E PL A N S AR E IN T E N D E D TO CO N T A I N AL L IN F O R M A T I O N RE G U I R E D TO DE M O N S T R A T E CO M P L I A N C E WI T H AP P L I C A B L E BU I L D I N G AN D ZO N I N G CO D E S . IN CA S E OF AN Y IN F O R M A T I O N TH A T AP P E A R S TO BE LA C K I N G , PL E A S E CO N T A C T TH E AR C H I T E C T IM M E D I A T E L Y . 2. TH E S E PL A N S CO N T A I N TH E MA J O R I T Y OF TH E IN F O R M A T I O N RE Q U I R E D TO BU I L D TH E ST R U C T U R E SH O W N ON TH E PL A N S . HO W E V E R , IT IS NO T PO S S I B L E TO AN T I C I P A T E EV E R Y PI E C E OF IN F O R M A T I O N NE E D E D FO R CO N S T R U C T I O N , TH E AR C H I T E C T S HA V E MA D E A GO O D FA I T H EF F O R T TO ST R I K E A RE A S O N A B L E BA L A N C E BE T W E E N PR O V I S I O N OF IN F O R M A T I O N AN D CO S T OF TH E PL A N S . TH E PL A N S WI L L IN E V I T A B L Y CO N T A I N MI N O R DI S C R E P A N C I E S AN D AR E A S LA C K I N G IN SP E C I F I C IN F O R M A T I O N . DU R I N G TH E CO U R S E OF CO N S T R U C T I O N , AS TH E S E AR E A S EM E R G E , TH E Y WI L L RE G U I R E AT T E N T I O N AN D RE S O L U T I O N , TH E BE S T RE S O L U T I O N OF IS S U E S OF TH I S TY P E IS MO S T OF T E N AC H I E V E D TH R O U G H A JO I N T DE C I S I O N MA K I N G PR O C E S S IN V O L V I N G TH E OW N E R S , AR C H I T E C T AN D CO N T R A C T O R ( S ) . Mv BU I L D I N G FO O T P R I N T 16 0 : TO T A L LO T CO V E R A G E = 60 a LO T CO V E R A G E 23 . 2 % , | S z= IM P E R V I O U S AR E A : SQ . FT . | S| ex i s t i n g RO O F P R I N T [5 4 0 Te Q | CO N C . GR A V E L PA R K I N G 36 0 I. i | DR I V E W A Y GR A V E L WA L K W A Y q6 om fo i CO N C . SL A B io | [L E E Lo AR Oe TE R | NS es UR E ] Pk TO T A L IM P E R V I O U S AR E A 20 1 2 | EX I S T I N G SE W E R IM P E R V I O U S AR E A 40 . 2 % EX I S T I N G PO W E R FL O O R AR E A : $0 . FT . | ee EX I S T I N G PH O N E MA I N FL O O R 16 0 ve Ty e e SA S ) TO T A L HE A T E D eo | - ) NO R T H a T) E' C E I W V E4 ep e e ee 2 AP P R O V E D NO T I C E : Pl a n s ar e ap p r o v e d ex c e r t i n g Da t e : 2 / 3 [2 0 {O o an y er r o r s or om i s s i o n s . Al l wo r k mu s t Aa . S| TE PL AN MA R -2 20 1 0 CI T Y OF PO R T TO W N S E N D DS D 56 6 5 RE G I S T E R E D RI C H A R D CN . pr o n ST A T E CF WA S H I N G T O N DA T E : 3/ V i o ‘| SC A L E : \" = 10 " ARCHITECTURE oc 719 TAYLOR STREET TERRAPIN PORT TOWNSEND, WA 98368 PHONE: (360) 379-8090 a SITE PLAN AND PROJECT INFORMATION RESIDENCE FOR: HABITAT FOR HUMANITY 20TH STREET PORT TOWNSEND, WA 42362 SH E E xt Ba ae / ae BLDID-049 40'-O" S.A.G.E. Designs NW Small Artful Green Environments Sage K. Saskill Architect sage@ sagedesignsnw.biz seattle washington 206.963.1420 Build Your Dreams Drawn By: Joanne Olsen Joanne@ HabitectureDesign.com habitat for humanity [- T . H H L /. | FOUNDATION | VENT, IO REQ'D. = | CRAWL SPACE z ACCESS 24*X30 : . . } Under floor inspection required Under floor framing to be inspected 6-4" BE and approved prior to installation of floor sheathing. Te = | EQ. EQ. EQ. . EQ. FQ. Zz | | | i TTI “] 4 rl alo 2] | ao = = sa 31a =| Le LW ae Lj | veal || *)8 ! STORAGE LEM 46 4x8 , 24"X24"X6" CONC. PAD R502,7 Lateral restain at supports, 46 ists shall be supporte by full- | me ve #4 RB EA. WAY - blocking: or by sherbet pp A aad x Se | . and or ri ist or t joini , hon Sitaetitemionat wi 4X4 PT POST W/ POS. Seismic design 5, blocking stra ee ec uravauee — — 4'-0" EQUAL, OR PETER »” CONN. TOP € BOTTOM, at all intermediate supports. | : TP. 7 4 PER SAGE K. SASKILC (ARCH) rm 2/Shio r4 q |/2" BC| 6000 in S — ~~] |. I T T am at q L iT I T : : oo | | 4'X4! a ! 5.06. | L___/__ Habitat for Humanity” of East Jefferson County port townsend, wa 98368 project: 0911pb date: 20100226 title: foundation plan scale: 1/4"=1'-0" sheet: A2.0 26'-0" a . 40 ' - 0 " . RO O F OV E R H A N G : : _ 2- 0 " , TY P . lo g " 2 me OV E R A L L r- , Wo o p — PO S T — 4' - 0 " : 7 CE 8 ‘ 2- 0 " ‘: , 4' - o " 6' - 4 , 4° 4 SL I D E R . 4° 4 5 ) ID E R 4° 4 5 ) ID E R 4° 4 5 , ID E R ST E P UP 6" | . S. A . G . E . se e so l e y | 1 a | ma u EG R E S S () EG R E S S Se c t i o n 5 0 8 - Un i f o r m Pl u m b i n g Co d e . : Vv A . Gr e e n En v i r o n m e n t s > Wa t e r he a t e r s sh a l l be st r a p p e d at po i n t s wi t h i n PO R C H : | rs : = : d / i f i ic bl a ST O R A G E TR U S S ii a fe n c e aa d ed 3: 1 2 SC I S S O R TR U S S (W o o p ) ch Sa g e K. Sa s k i l l le s s th a n 4" sh a l l be ma i n t a i n e d ab o v e th e (O P T I O N A) Ar c h i t e c t 4. \c o n t r o l s wi t h th e st r a p p i n g . J > Ld | | BE D R O O M #2 BE D R O O M #3 LI V I N G RO O M ; Ir te ; 8 =, |S sa g e a 3- 4 " ee to t TT ou p : NO T E : , a st e p 2 , . : Po e ai e ta e i po s u e r e 0. 0 Zn e m [f r e | | sa p e d e s t o n s n SD SD 2. EG R E S S WI N D O W S : MI N . NE T CL E A R AR E A = 5. 7 a io v ® io v ® | , “e r o || SF , MI N NE T CL R . OP N G . WI D T H = 20 % Mi Ne r f } AB O V E 1 20 6 . 9 6 3 . 1 4 2 0 ‘u e ge s Sl || ] 8 Or n | a CL R . OP N G . HT . = 24 " , MA X . SI L L HT . = 44 I- 0 + | , 46 BI F O L D Ss Ss = r 3. ~© > = WI N D O N VE N T Bu i l d Yo u r Dr e a m s — —- 5 ; > 4. DI M E N S I O N S TO FA C E OF FR A M I N G UN L E S S / SO He n a OT H E R W I S E NO T E D . iy x ; Dr a w n By : 1 > AL I E N A ES Jo a n n e Ol s e n I ew WA L L S o Jo a n n e @ % PI 7 ; EN T R Y wv || | Ha b i t e c t u r e D e s i g n . c o m ia | PA S S TH R U | | an /~ . WS lo SN 1 _ so os es ae % | 39 AP P L % % 56 BI F O L D > *| | | RE F % N CL O , i Lo L a l | : . KI T C H E N | Ll = O Ol i 30 " RA N G E $ RO O F i & BA T H R M P I & OV E R H A N G ha b i t a t fo r = eS | DI N I N G N = wR a DR Y E R [F l O ) /— _ - 1O O CF M II = . 2' - 0 " , TY P . hu m a n i t y S) aS So GH ot 10 0 CE M I MI N . HO O D I RO O M oi es i) & MA S T E R MN FA N Co | MI N . HH | OP E N SH E L V E S — | |} |< -_ BE D R O O M 4 Tl wa c u e e | FA N OR UP P E R CA B S , II — ~ O DO O R S 7 > S fl ~ — . EL E C > po r t to w n s e n d , wa : 2 | Ce c e = @ EE R E S S MU D R M % a NV . i 1 | } | = : pr o j e c t : 4- 0 " | #A S L I D E R S° L S L I D E R IO " ) 4' X 4 . C O N C . 3H " | #F S L I D E R D° S F I X E D 6- 0 " 09 1 1 p b ” | 77 SA F E T Y 61 LA N D I N G = 7 ' da t e : lo ’ . Ly oy " 7 on An | 20 1 00 2 2 6 WY , ra l 5. 0 Fa l & b- 4 | ti t l e : Se c t i o n R3 1 3 - Sm o k e Al a r m s . : S. © Ks - VY yy , " fl o o r pl a n To be lo c a t e d in ea c h sl e e p i n g ro o m SA F E T Y Zt ee sc a l e : an d ou t s i d e of ea c h sl e e p i n g ar e a in th e RE Q U I R E D IF LE S S N 4) Ha b i t a t 1/ 4 " = 1' - 0 " vi c i n i t y of th e be d r o o m s . In t e r c o n n e c t e d TH A N 60 “ FR O M AC E : — h . 11 0 vo l t wi t h ba t t e r y ba c k u p . AN D I N G SU R F | . fo r Hu m a n i t y sh e e t : of Ea s t Je f f e r s o n Co u n t y A3 . 0 TR I M BO A R D S Vv ZN “N Vv CO M P O S I T I O N HA R D I SH I N G L E s g HA R D I P L A N K <a TO P OF PL A T E 4 |_ — 6X 6 Wo o D _ PS MA I N FL O O R ~ SU B FL O O R e y Om e Ha b i t a t fo r Hu m a n i t y ® of Ea s t Je f f e r s o n Co u n t y S. A . G . E . De s i g n s NW Sm a l l Ar t f u l Gr e e n En v i r o n m e n t s Sa g e K. Sa s k i l l Ar c h i t e c t sa g e @ sa g e d e s i g n s n w . b i z se a t t l e wa s h i n g t o n 20 6 . 9 6 3 . 1 4 2 0 Bu i l d Yo u r Dr e a m s Dr a w n By : Jo a n n e Ol s e n Jo a n n e @ Ha b i t e c t u r e D e s i g n . c o m ha b i t a t fo r hu m a n i t y po r t to w n s e n d , wa 98 3 6 8 pr o j e c t : 09 1 1 p b da t e : 20 1 0 0 2 2 6 ti t l e : so u t h el e v a t i o n sc a l e : 1/ 4 " = 1' - 0 " sh e e t : A4 . 0 i l l i L COMPOSITION CoMposmN [1] [iit ett ty ty | Litt [ELET IT Ir | rl i td \UI PITT TTT LISI LL. a | | | | ] | aaaeetne | LTT tty | rt] Td LLETTET ET CLLTI LTT IT I CE C I TT T TT I Da. Vv “N N Vv “N N “N N Vv Vv a sr e e n e e s ' a L | | 16 " 8' - | " & Habitat for Humanity” of East Jefferson County S.A.G.E. Designs NW Small Artful Green Environments Sage K. Saskill Architect sage@ sagedesignsnw.biz seattle washington 206.963.1420 Build Your Dreams Drawn By: Joanne Olsen Joanne@ HabitectureDesign.com habitat for humanity port townsend, wa 98368 project: 0911pb date: 20100226 title: east elevation scale: 1/4"=1'-0" sheet: A5.0 Co n t i n u o u s - __ RI D G E VE N T RI D G E rn CO M P O S I T I O N RO O F I N G =e ES ) HA R D I SH I N G L E ~~ SI D I N G ft J NN =A a : TO P OF PL A T E | => SS D _ ae +3 | | DS . 7 = DS . | | oe Se t TR I M BO A R D S © ! ZA | | 7 | | 7 — = | = — — 7 i _ MA N FL O O R gy |_ | C ST O R A G E SH E D | | | Ha b i t a t fo r Hu m a n i t y ® of Ea s t Je f f e r s o n Co u n t y | S. A . G . E . De s i g n s NW Sm a l l Ar t f u l Gr e e n En v i r o n m e n t s Sa g e K. Sa s k i l l Ar c h i t e c t sa g e @ sa g e d e s i g n s n w . b i z se a t t l e wa s h i n g t o n 20 6 . 9 6 3 . 1 4 2 0 Bu i l d Yo u r Dr e a m s Dr a w n By : Jo a n n e Ol s e n Jo a n n e @ Ha b i t e c t u r e D e s i g n . c o m ha b i t a t fo r hu m a n i t y po r t to w n s e n d , wa 98 3 6 8 pr o j e c t : 09 1 1 p b da t e : 20 1 0 0 2 2 6 ti t l e : no r t h el e v a t i o n sc a l e : 1/ 4 " = 1' - 0 " sh e e t : A6 . 0 -S.A.G.E. Designs NW Small Artful Green Environments reer , Sage K. Saskil RIDGE VENT RIDGE age K. ask! [TTTITA WOITITITITIIIITy 0 ~ — LLITTTR COMPOSITION TLET TT TTT itty [LTTITIT Th ROOFING LTT TET tT itt {Tt ty . sage@ LITT Ty LITT TTT Itt tt sagedesignsnw.biz TILLLELN , Yrpeoe ey Sv} || Seattle washington [TTTTTITI — XOUTTTITITTTTTI 2 epenreeulae BRESORAEA HARDIPLANK . YLT T TTT TTT] {LITT {T{Ti tty SIDING \iTTTT TTT Ty Build Your Dreams ALTTITITILLLY , \CLLLEELI } a tg | soo awn By 4H | Zz PUNT * Joanne@ i | 5 x i HabitectureDesign.com r 4 (ps. a ile 1? ‘ ally FIXED ——— me DS] {7 ' STORAGE | [1 “| 7 \ “| 7 O % inl 7 | SHED | . 3—| ZA poses | * C / | i a | | - | j | ! in = = = = | = = = = in # H | MAIN FLOOR E Le I eed ge Z [VB FLOOR | habitat for ! | humanity port townsend, wa 98368 project: 0911pb y on date: J 20100226 vy title: | west elevation scale: Habitat 1/4" = 1'-0" for Humanity*® sheet: ‘of East Jefferson County A7.0 TYPICAL ROOF ASSEMBLY: ASPHALT COMP. SHINGLES 30# BUILDING PAPER 1/2” OSB SHEATHING R-38 BLOWN IN INSULATION RAISED HEEL TRUSS @ 24” 0.C. 5/4 X 6 FASCIA BOARD WITH ATTACHED ALUM. K-SHAPE GUTTER, TYP. PROVIDE EAVE VENTS IN EACH RAFTER BAY AND 1 1/2” AIRSPACE ABOVE INSULATIO’ 9 1/2” VERSARIM, DOUB FOR OPENINGS 6’ AND OVER ALL GLAZING .35 U VALUE OR BETTER TYPICAL WALL ASSEMBLY: SIDING PER ELEVATION (2)LAYERS 15# BUILDING PAPER 1” RIGID FOAM INSULATION 3/4” OSB SHEATHING 2X6 STUDS @ 24” 0.C. R-21 BATT INSULATION 5/8” GWB W/ V.B. PRIMER — eS Washington State Energy Code. R-value markers are to be installed, at least one for every 300 sq. ft. facing the attic access. Markers shall be affixed to the SLOPE FINISH GRADE AWAY FROM STRUCTURE, TYP. RAINWATER LEADER DRAIN 4” SOLID PVC PROVIDE 4” DIA. CONT. FOOTING DRAIN, TYP. truss or joist and marked with the minimum insulation thickness. Pa ; 12 a” 6 B > fe — 4 iw a >, 1 ( rs *\ ry c\ ——~ 1) >) oO } \ / \ | \ ~ \ ( \ / \ = WVITIVCIGIGCIGIS PROVIDE Brock = ie maak TRuss (NG POINTS BI = = i Oo | Qa oe S e S x co Lh a = my TYPICAL FLOOR ASSEMBLY: os FINISH FLOOR PER PLAN = 3/4” T&G SHEATING eq 2X6 MUDSHLL R30 BATT INSULATION — VENT PER JOISTS PER PLAN = FNDN. PLAN _ - 7 Es = = = WICC YCICICICIVCIC) 2/5 im MYDD OOOSE .! ! 4] HANGERS = = TT] p ‘16 to ——___] HT] 4 8” 6 MIL. POLYETHYLENE VAPOR BARRIER, TYP. WALL SECTION /2" = |-o" R802.10.1 Truss Design Drawings. Truss design drawings shall be provided with the shipment of trusses and must be on site for the framing inspection. STORAGE TRUSS PROFILE SCISSOR TRUSS PROFILE (OPTION A) @ LIVING/KITCHEN {3 STANDARD TRUSS PROFILE TRUSS PROFILES NOT TO SCALE NOTE: ADVANCED (STACKED) FRAMING SYSTEM: - ALL FRAMING @ 24" 0.0. STACKED UNO. - NO HEADER REG'D @ NON-LOAD BEARING WALLS Habitat for Humanity” of East Jefferson County S.A.G.E. Designs NW Small Artful Green Environments Sage K. Saskill Architect sage@ sagedesignsnw.biz seattle washington 206.963.1420 Build Your Dreams Drawn By: Joanne Olsen Joanne@ HabitectureDesign.com habitat for humanity port townsend, wa 98368 project: 0911pb date: 20100226 title: wall section, truss profile scale: varies sheet: A8.0 Boise Cascade Double BCI Joist Notched Top Flange Approval Detai Engineered Wood Products Joist: Double 11 7/8" BCI 5000 1.7 Loading: 40/10 psf + 100 pif (braced wall panel) Spacing: 16" o.c. Span Lengths: 15'-0" & 15'-0" Notch Locations: 1'-0" & 5'-0" from ends Top Flange Notch 1/2" deep Job Name: Habitat for Humanity Address: 1424 20" St City, St: Port Townsend, WA Supplier: Distributor: BC BMD - Woodinville Date: August 5, 2010 112’ L AL 5'-0" “HA / | 1 [ FA Notches are allowable as due to relatively small notches and low nae design stresses, no repair or reinforcement required. Section A-A NOTE: This certification is for an individual building component only and not for the building system as a whole. The component design as shown is based upon loading and dimensions provided by others. The project's design professional of record is responsible for determining that the dimensions and loads for the component match those required by the structural plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the project's design professional of record. THIS APPROVAL VALID ONLY FOR THE BOISE CASCADE ENGINEERED WOOD PRODUCT LISTED ABOVE. Boise Cascade BCI Joist Notched Top Flange Repair Detail Engineered Wood Products Joist: 9 1/2" BCI 5000 1.7 Job Name: Habitat for Humanity Loading: 40/10 psf Address: 1404 20" St Spacing: 16" o.c. City, St: Port Townsend, WA Span Lengths: 15'-0" & 15'-0" Supplier: Notch Location: 2'-4" from end Distributor: BC BMD - Woodinville Date: August 5, 2010 Top Flange Notch 3/4" deep <= | A ‘/) [| @) [@) ° [@) 4 [e) [e) L (6) (@) J. Z / ~ 2x4 x 6'-0" #2 grade, either side of web Notes: 1 2) Glue 2 x 4 to joist with construction adhesive. ) ) 3) Nail 2x4 with 2 rows 10d nails @ 4" o.c., clinch all nails on web, or 2 rows #8 wood screws @ 4" o.c. Install 2 x 4 tight to underside of top flange. NOTE: This certification is for an individual building component only and not for the building system as a whole. The component design as aia} Section A-A shown is based upon loading and dimensions provided by others. The project's design professional of record is responsible for determining that the dimensions and loads for the component match those required by the structural plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the project's design professional of record. THIS REPAIR VALID ONLY FOR THE BOISE CASCADE ENGINEERED WOOD PRODUCT LISTED ABOVE. €3) Boise Cascade BCI Joist Cut Top Flange Repair Detail Engineered Wood Products Joist: 9 1/2" BCI 5000 1.7 Job Name: Habitat for Humanity Loading: 40/10 psf Address: 1404 20" St Spacing: 16" o.c. City, St: Port Townsend, WA Span Lengths: 15'-0" & 15'-0" Supplier: Notch Location: 4'-0" from end Distributor: BC BMD - Woodinville Date: August 5, 2010 1 1/2" — Top Flange Notch 2x4 x 6' #2 grade oa 1 1/2” deep either side of web “2 <4- A VZA \ 7 . - {| = = : < | L <a < e > 3'-0" 3'-0" [ Notes: 1) Install 2x4 tight to underside of top flange Section A-A 2) Glue 2x4 to web with construction adhesive ) ) 3) Nail 2x4 with 2 rows 10d nails @ 4" o.c., clinch all nails on web, or 2 rows #8 wood screws @ 4" o.c. NOTE: This certification is for an individual building component only and not for the building system as a whole. The component design as shown is based upon loading and dimensions provided by others. The project's design professional of record is responsible for determining that the dimensions and loads for the component match those required by the structural plans and by the actual end use of the component. Verification of framing methods, bracing design, support conditions, connections, etc. is the responsibility of the project's design professional of record. THIS REPAIR VALID ONLY FOR THE BOISE CASCADE ENGINEERED WOOD PRODUCT LISTED ABOVE.