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BLD10-181
City of Port Townsend Development Services Department Correction Notice PERMIT NUMBER LAD |O- I&\ OWNER Sten jopocation LOL LA. Inspection of this structure has found the following violations: Pah ‘ i) ee Wandvatl ar/ Dele Bmeas @ Ses 2A kash 4th Pw thy Lo. WA NAF LL 27 Vouks Ola © licdvms ZN\Sf 7 Asa swat hvu, AZ 3. Sasi 0. SA Tis Gey - Kou (Avr EAT WV VATE Tu 7 Dewsel Mnes c¢lntion ‘__ @ Ass Tate - TA) Come h KE /PM eC Wek Te Soy eu SS - Pav [ [ [ 7 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. i... 4 Date U- ven ( ( nspecor| DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCELNO. _948308502__—s PERMIT NO. BLD10-181 ISSUED DATE __10/05/2010 __ EXPIRATION DATE __ 04/03/2011 ADDRESS 1042 19TH ST CONSTRUCTION TYPE _V-B OCCUPANT LOAD OWNER OWEN DANIEL P PROJECT DESCRIPTION New SFR CONTRACTOR GOOD HOMES CONSTRUCTION LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT EROSION CONTROL MECHANICAL SETBACKS SURVEY PIN liv |'/2/,.] Ren Pad skiing INSULATION Was [2/25 FOOTING lana [Yi b Per plant GWB Mas] 7747, UFER pnk|'%2/,[ FINAL PuBLicworK [Af ly/x0/1 by HN, Mey SLAB INSULATION FINALBLDGcOFO |} Ya/,| / FOUNDATION WALL [WK] AY] Be Lo" ¢ FOUNDATION DRAIN Wa ig), SLAB : MISCELLANEOUS FLOOR FRAMING SHEARWALL & HOLDOV Tea/y Md tt. Sica Um Cin (ye FRAMING iP), lah, AIR SEAL GS 242), PLUMBING bali KFA Underslalo plumbing uhho ta PLUMBING WTR PIPIN INT. Ors ath 2/22 / TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. RUD 10- 1&4 SBP [0 -Olw City of Port Townsend Development Services Department BUILDING NUMBER APPLICATION Name of Property Owner: Dawe K+ V, CKY Lao O Weal Mailing Address: _ _ O30 “9TH STHEET PORT TowWNsedp, WA 979368 Telephone: 360- 777- 6936 Property is located in: Addition, E/SE-/ BES Block(s):__ _ & S” Lot(s):__~S 4@ Faces/Access is from: /PZ7A S7T#REET Street Parcel Number_ 778 SOSSOZD Directions to the Property (draw vicinity map on back) CORNER OF S9TH -&— CLEVEY AW/O BétWeEW SHERI~AW dS Drscod ce ve If this is anew ADU, has a building permit been applied for? __YesX7_No Date: Notes: ADV 14 1030 ¢C?THe ST. New Hovse wilt be 1e42 19™ HOUSE NUMBER ASSIGNED: loY¥2 | qth Cl Kee 1 Date of Approval: _ ~ Yet fo0 Hetil EME. 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Gp -do KI SEPTIC? DR CAM TO-6062~ (Weap adiress.) SER on [ot > ADU Vek ADV TT; Zoning: Va \| FYISo (vest. Coa) Setbacks OK? (Wheat Lia), 2 <p (fo) ta tid, (sy) @ 92 ‘reo Cin) Lot Size: ie BD Taye MZ deck Building Size: [OO - bxL0 edb (La) Ee peedey co Es ‘foray en Lot Coverage: Tho Say 26 took. FAR OK? “yes! +T76¥ eX Sie Height OK? yes : Parking OK? ms Cac IMP 2 A Critical Area? Gee | Wot mapas < ag Go ? > ph Impervious we to ' urface limits S i 1) 08 0S0DA¢a) os o des a Shorelines ae Ce a Jurisdiction? N 0 Demo? Historic Rev/ Design Rev? Notice to Title? | g YeS— eth Cov. + ADU MIT. Lots of Record? Dong Sw BLDDE-[15 SFR ove gasope (Firaled) ( Me 072083 (Swed Lye a Lots of Koved C areos-00 6 (Lydd) P: wee ee Use Un pee. Log Bldg Permit.doc SUF Y, rf July 12, 2010 SPPOF-006 Sener EXt. +d Trewahor fylvre SEI2 ar ae BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-181 Permit Type Residential - Single Family - New Project Name New SFR Site Address 1042 19TH ST Parcel # 948308502 Project Description New SFR Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Owen Daniel P Owner Owen Daniel P Contractor Good Homes Q- CITY 008597 12/31/2010 Construction Contractor Good Homes O- STATE GOODHHC917 12/04/2011 Construction *** 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. | 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 DA HMEC - Oven’ Date Issued: 10/05/2010 Issued By: MWAY Signature sf? L YZ : Ar Date (fs f2a 4 Date Expires: 04/03/2011 Ul fi BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-181 Permit Type Residential - Single Family - New Project Name New SFR Site Address 1042 19TH ST Parcel # 948308502 Project Description New SFR Fee Information Project Details Project Valuation $98,000.00 Entered Bid Valuation 98,000 DOLL Plan Review Fee 636.84 Units: Heat Type: PROPANE Energy Code Fee - New Single 100.00 Bedrooms: 2 Construction Type: V - B Family Unit Bathrooms: 2 Occupancy Type: Mechanical Permit Fee per Dwelling 150.00 Unit - New Residential Plumbing Permit Fee per Dwelling 150.00 Unit - New Residential PLAN REVIEW DEPOSIT 150 150.00 PLAN REVIEW REFUND 150 -150.00 Building Permit Fee 979.75 State Building Code Council Fee 4.50 Technology Fee for Building Permit 19.60 Record Retention Fee for Building 10.00 Permit Site Address Fee 3.00 Total Fees $ 2,053.69 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: 10/05/2010 Issued By: MWAY Signature Date Date Expires: 04/03/2011 554724 PGS:2 NTIT 10/05/2010 08:53 AM $63.00 tre ee Eldridge, Auditor Jefferson County WA Auditor's BB AVP Pah A i PR City of Port Townsend Development Services Department 250 Madison Street Suite 3 Port Townsend, WA 98368 NOTICE TO TITLE Grantors/Owners: Daniel P. Owen and Vicky L. Owen Grantee: City of Port Townsend, a Washington municipal corporation Reference: City Building Permit Number BLD 10-181 Legal description: | Grantors/Owners own the following described real property: Eisenbeis Addition Block 85 Lots 5 and 6 Assessors Property Tax Parcel Number: 948-308-502 NOTICE IS HEREBY GIVEN to the Grantors/Owners of the above-referenced real property, to potential purchasers and future owners, to agents or representatives, and to any other concerned person or entity: 1) The grantors/owners built a single-family residence above a garage addressed as 1030 19" Street through BLD08-115. The grantors/owners have applied for a future single-family residence to be addressed as 1042 19" Street through building permit BLD10-181. With the issuance of BLD10-181, the residence above the garage becomes the Accessory Dwelling Unit (ADU). The ADU and residence will share the public sewer and water connection. 2) The Port Townsend Municipal Code (PTMC) requires that the property owners reside on the subject property, in either the principal residence or ADU in order to rent or lease the other unit. A one-year hardship waiver may be granted by the City in accordance with PTMC 17.16.020.C.2. 3) Additionally, neither the principal nor accessory unit shall be used as a transient accommodation (PTMC 17.16.020.C.3). A transient Page 1 of 2 Owen ADU Notice to Title accommodation is defined as a use no more than 29 consecutive calendar days (PTMC 17.08.060). 4) This notice may be removed or modified only with approval by the City. CITY OF PORT TOWNSEND By; fl A__—— 10-0410 chard M. Sepler, AIEP Date Development Services/Planning Director Development Services Department LL A, On (O-5-10 Daniel P. Owen Date Property Owner CO [O-S- yo Vicky L! Owen Date Property Owner STATE OF WASHINGTON ) )ss. COUNTY OF JEFFERSON ) I certify that I know or have satisfactory evidence that Daniel P. Owen and Vicky L. Owen are the persons who appeared before me, and who acknowledged that they signed the same as their free and voluntary act for the uses and purposes mentioned in the instrument. Given under my hand and official seal this Ss day of Crewe... 2010. ANY lpoee L Sti (Print Sam) Klapre Ss VA S7 Rhbns NOTARY PUBKAC in and for the State of esiding at: [Notary stamp inside 1" margin] My appointment expires TK FCS, V2 Page 2 of 2 s:3 COV am $64.00 DAN TEL oie onna Eldridge, Auditor SAR Weare iP Hk Development Services City of Port Townsend 250 Madison Street Suite 3 Port Townsend, WA 98368 DECLARATION OF RESTRICTIVE COVENANT (May not be released without City written approval) Grantor(s): Daniel P. Owen and Vicky L. Owen Grantee: City of Port Townsend, a Washington municipal corporation THIS DECLARATION is made and entered this ST day of OL To6ECL __, 2010, by (names), hereinafter referred to as "Owner(s)," the legal and equitable owner(s) of the real property described herein. A. RECITALS 1. Legal Description: This Restrictive Covenant shall affect and restrict the real property ("the property") commonly known as 1042 19" Street and legally described as follows: Assessors Tax Parcel Number 948-308-502 Eisenbeis Addition Block 85 Lots 5 and 6 As recorded in Volume 2, Page 24, Records of Jefferson County, State of Washington. 2. Building Permit Application. The Owner(s) have applied for a building permit (file number BLD10-181) for a detached single-family residence to be located on Lot 5. The existing single-family residence addressed as 1030 19" Street on Lot 6 will become the accessory dwelling unit. 3. Purpose. For purposes of complying with the City's building and zoning codes and ordinances, the subject lots must be bound together as one building tract to meet City of Port Townsend requirements that an accessory structure be located on the same parcel as the principal structure, i.e. the single-family residence. 4. Assurance to City. The Owner(s) desire to assure the City that the property described above shall be and remain as one building tract for purposes of improvements to be constructed upon the property. NOW, THEREFORE, in consideration of the benefits derived by this Restrictive Covenant, the Owner(s) declare, covenant and agree as follows: B. COVENANT 1. Specific Restriction and Covenant. The property described above shall constitute a single building site, and no lot(s) nor any part thereof shall be transferred or conveyed in any manner except together as a single building site. This restrictive covenant shall not be removed unless the present or future Owners receive approval to do so from the City of Port Townsend by means of a Lot Line Adjustment or other procedure as specified by the City. 2. Covenant Running with the Land. This restrictive covenant affects and restricts the described properties and shall be construed as a covenant running with the land. 3. Binding upon Successors and Assigns. This restrictive covenant shall bind and restrict the land, the Owner(s), their heirs, grantees, successors and assigns. 4. Recording. Upon its execution, this Declaration shall be recorded with the Jefferson County Auditor. All contracts and deeds or other instruments of conveyance relating to the property or any part thereof shall contain reference to this covenant. 5. Compliance with Code Requirements. This Declaration does not modify any requirements of the City's regulations affecting the use of land or construction of improvements upon lands. 6. Estoppel. The Owners by this Declaration specifically estop themselves and all of their successors and assigns and all persons presently or hereafter having any interest in the property from asserting or contending in any manner that this restrictive covenant is not a full and adequate covenant running with the land and binding upon the property. 7. Severance. Invalidation of this covenant by judgment or court order shall not affect any of the other covenants, which shall remain in full force and effect. 8. Warranty of Authority. The Owners signing below warrant that they are the sole Owners in fee of the real property described above and are authorized to make this Declaration. Owen Restrictive Covenant Page 2 of 3 9. Governing Law. This RESTRICTIVE COVENANT shall be governed by state laws. 10. Alternative; Removal. This Restrictive Covenant can only be altered or released by a written, signed agreement by the City Manager of the City of Port Townsend. ML fe Ly. /O0-S5--/O Daniel P. Owen Date Property Owner Us, CN. LO = SS -70 / Vicky L. Owen “Date Property Owner STATE OF WASHINGTON ) )ss. COUNTY OF JEFFERSON _) I certify that I know or have satisfactory evidence that Daniel P. Owen and Vicky L. Owen are the persons who appeared before me, and who acknowledged that they signed the same as their free and voluntary act for the uses and purposes mentioned in the instrument. Given under my hand and official seal this Ss day of CBafpe.- , 2010. (Print Name) K/p noe “272 LBn s O NOTARY PUBLIC in and for the State KL LE-SCHL— Residing Spt Vin Sr . My appointment expires STA 2 Owen Covenant Page 3 of 3 r a m “6 PVE < I E F Sa n e Wa t e r rs Wa s t e Wa t e r an St o r m Wa t e r 1 in c h = 93 . 5 7 6 6 3 5 fe e t Parcel Details Page 1 of 2 Departments = Search Parcel Number: 948308502 Parcel Number: 948308502 Printer Friendly Owner Mailing Address: DANIEL OWEN VICKY L OWEN 1030 19TH ST PORT TOWNSEND WA983687605 Site Address: 1030 19TH ST PORT TOWNSEND 98368 Section: 10 School District: Port Townsend (50) Qtr Section: NE1/4 Fire Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: EISENBEIS ADDITION Assessor's Land Use Code: 1100 - HOUSES (single units, non-farm) Property Description: EISENBEIS ADDITION | BLK 85 LOTS 5 & 6 | LOTS OF RECORD #532865 | | — ome a Supp: Hob x] No No 2nd Ei Photo el Photo / Vl 2. P. ) 4 Available Available {o Y\ No Permit Data Assessor Bldg Data |Tax, A/V, Sales Info Map Parcel Plats & Surveys Available iy rE, Jefferson County HOME | COUNTY INFO | DEPARTMENTS | SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later & Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp 9/23/2010 Assessor Detail Building #1 Assessor Detail Building #1 Parcel Number: 948308502 Building Number Year Built Year Remodeled 1 2008 0 Building Exterior Building Area Building Interior Building Type: HOUSE 1st Floor Area: 0 Int. Walls (Cabin): Building Style: MULTI STY 2nd Floor Area: 768 Heat: OTHER Foundation: CONCRETE PERIM. 3rd Floor Area: 0 Exterior: SIDING/STUCCO (LAP) Loft Area: 0 Floor Cover (1): Roof Cover:COMPOSITON Attic Area: 0 Floor Cover (2): Total Area: 768 Basement Area: 0 Building Rooms Mobile Home Garage Bedrooms: 1 Make: Type: Built-In Full Baths: 1 Model: Area: 768 Half Baths: 0 Length: Exterior: Siding/Stucco (Lap) Width: Roof: Year Built: Carport Square Footage: 0 Skirting: Area: 0 ist Addition 2nd Addition Type: Area: 0 Year Built: 0 Exterior: Roof: Type: Area: 0 Year Built: 0 Exterior: Roof: To view another building associated with this parcel. Select building : 1 2 3 ™ Jefferson County HOME | COUNTY INFO | DEPARTMENTS | SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later http://www.co.jefferson.wa.us/assessors/parcel/assessordetail.asp?Parcel_ NO=948308502 € Windows - Mac Page 1 of 1 9/23/2010 De velopment Services 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www.cityofpt.us Residential Building Permit Application Project Address: Legal Description (or Tax#) Office Use Only Zoning: “&— // Block: 8S Aeecciiad Reet Parcet#_ 742.308 SOZ Lot (s):_S+G reapgranty oars SbP1G- Ai Project Description: AJE Ws Hovse 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. D Property Owneys/Applicant: J Building Information (square feet): Address: /O350 SD TH SZ, 2™ floor OY 0 Carport: WJA city/stZip: 227 TowwsenV 9, WA _ 7 F368 3"flor AJA —s- Other: (A Phone: Email: DOwWEed @ Q.cCam | Basement x Conta ctRepresentative: Finished: ——sss—SS:*—*«Uinofitnised: = ZS Name: =~ SAME. Decks / Porches Phone: Covered: 3 $ Uncovered ] (2 Email: Heat Type: PRoPAwS + Eceereic Electric Heat Pump Other Contractor: c Same as Owner 2 2 Name: _ @o0D A4@OMEeEs CON Sszz. Total: #Bedrooms #Bathrooms__C— Address: /YO/ CCE VEC AV) CityiStZip: e271 Tow sed, t/4 98368 Size of lot S, 020 __ Square feet Phone: 260-G6GY3-O89R _ Total Lot Coverage (Building Footprint):* : 9 2 s. - Email: GOOD Hom€ES O/@GMAL.Conm Square feet: aa h_ £2 State License #:GOODMYC. 9/7 RO Exp:/2/ 4/2011 Impervious Surface: -ZjAZO City Business License #_GOZ 247 22 Sous Square feet: S/O “Total ext a Lender Information: ; What year was the structure built? N/A arnt ipa eer sen Revi 10:27 08s, peop oer If work includes demolition, see Page 2. Name: A//4 Any known wetlands on the property? Y Project Valuation: $__ 75 0900 Any steep slopes (>15%)? Y | 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: DANE. (aa : O wW Ee. Signature: AOL) LZ Ls Date: 3/1 AZ C/. <O/O Page 1 of 2 - 1/4/2010 -OVER- Cm PY Luiginar Wa) Development Services EL ETCE Ry U 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www.cityofpt.us Residential Building Permit Application Project Address: Legal Description (or Tax#) Office Use Only 19TA S78 €ET Addition: EVSEWR GIS Permit # BLD10- El Zoning: K // Block: 8S Anerotaleid Poiiiia: Parcel#___ 9 ¥ 2.308 SOZ Lot (s):_S +6 ADA SER) BEDOK-WS SbP1G- AY Project Description: AJEW House 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 Owney/Applicant: Name: DAWreEc € VICKY Owen Address: 7050 AD TH Et Cityistzip: 221 TowwWsen 2, WA 9368 Phone: Email: DO w €a/ @ Q.cam Contact/Representative: Name: 7 — SAME — Phone: Email: Contractor: c Same as Owner Name: Goon A4@ves CON Sz7#. Address: /YO/ CCL EVECAVO City/StZip: Ao@7_ Tow Wd sed, Wd 98368 Phone: 2°G0-GY3-O87§8 Email: GOOD HoméS 0/@GMAL.Con State License #.GOODMYC.9/7 RO Exp:/2/ $/201l City Business License #.GOZ 2447 22 S00Ky Building Information (square feet): 1* floor LOYO Garage: _Y/A 2™ floor OY 0 Carport: MWJA 3 floor N/A Other: NIA Basement Finished: Unfinished: x Decks / Porches Covered: 3 $ Uncovered lie Heat Type: CR.0 PAW & + €CECTRIC Electric Heat Pump Other Total: #Bedrooms ‘a #Bathrooms. (a (RM 1\ Size of lot S020 __ Square feet Total Lot Coverage (Building Footprint):* Square feet: L264 % 23 « S Impervious Surface:* Square feet:2,!2© *Total existi roposed Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: ALLA Project Valuation: $§$ 98000 What year was the structure built? V/A If work includes demolition, see Page 2. Any known wetlands on the property? Y Any steep slopes (>15%)? is) | 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 a PrintName: DAW/EC, % OWE. Signature: LULL? Oe Page 1 of 2 - 1/4/2010 rdance with State Laws and the Port Townsend Municipal Code. Date: A16/20/0 -OVER- RESIDENTIAL BUILDING PERMIT APPLICATION __. en, ra CHECKLIST 1D) ECEIVE ips, \ | | 1 This checklist is for new dwellings, additions, remodels, and garages. | | U) 11 1 {i p 010 LE }kResidential permit application. | 1 5 EP 15 200 | % Washington State Energy & Ventilation Code forms ee Two (2) sets of plans with North arrow and scaled, no smaller than %” = 1 foot: ¢\/) 0F PORT T WNSEND Dov YA 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 V5. if creating new impervious surfaces, indicate measures utilized to retain stormwater on-site 8. Street names and any easements or vacations 7. Location and diameter of existing trees \ 8. Utility lines ~/A 9. Ifapplicable, existing or proposed septic system location Ms comes //A 10. Delineated critical areas boundaries and buffers & Xf Foundation plan: ne ee . ss “4. Footings and foundation walls COVER EO UNeod on: 2. Post and beam sizes and spans - _ ‘4. Floor joist size and layout EVxzy Yuxr2= YB 2x2 227} “4. Holdowns U5. Foundation venting ScOo€ sxg= YO (gx14)- Yor 72 Ange plan: . 1. Room use and dimensions 2. Braced wall panel locations <8 q 6 “3, Smoke detector locations “4. Attic access “5. Plumbing and mechanical fixtures »/& 6. Occupancy separation between dwelling and garage (if applicable) ’ 7. Window, skylight, and door locations, including escape windows and safety glazing ll section: Footing size, reinforcement, depth below grade Foundation wall, height, width, reinforcement, anchor bolts, and washers IMPERNIOUS Floor joist size and spacing Wall stud size and spacing Mouse 0H? Header size and spans . Wall sheathing, weather resistant barrier, and siding material Sxs7V& DEWE 4/0 © Sheet rock and insulation NEw SARKIWE GIO Rafters, ceiling joists, trusses, with blocking and positive connections 2 ] 20 . 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 1 If engineered, one set of plans must have one original signature ¥&For new dwelling construction, Street & Utility or Minor Improvement application CO N O A L 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. Foor fein /4 5 ZOO FRrowr ° Boer! : Pa Page 2 of 2 - 1/4/2010 -OVER- 1264 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: b=. Exhaust Option CO HVAC Integrated Option I hose “ t Option,” following: nat f you chose “Exhaust Option,” complete the followin LRST FLooR BATA e Where is your whole house fan located (what room, etc.)? @ What size is the whole house exhaust fan? See table below: _/00 CF™ Floor Bedrooms Area, ft2 it 2 ov/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 60 9) 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? IX Window Port 0 Wall Port See next page C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outlook\YCFWUM82\Checklist-Indoor Air Quality .doc e im tS \ ECEIVE cp 10 TYPE OF HEATING: SEP 15 au e Electric: “ii OF PORT TOWNSEND Wall Heater CJ Baseboard UO Electric Forced Air OBoiler @ Non-Electric: zsPropane COilHeat © Heat Pump 0 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: El Plywood with exterior glue OPoly plastic (greater than or equal to 4 millimeter thick) CiBacked batts e@ Walis: oly plastic (greater than or equal to 4 millimeter thick) OFace-stapled, backed batts CLow-perm paint e Ceilings: JANot required where ventilation space averages greater than or equal to 12 inches above insulation CiFace-stapled, backed batts OPoly plastic (greater than or equal to 4 millimeter thick) CLow-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 CSingle 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 (Ground 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) OGreater than or equal to .74 (low Efficiency Options) Greater than or equal to .88 (High Efficiency Options) COther (as per Systems Analysis Qualification) C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outlook\YCFWUM82\Checklist-Indoor Air Quality .doc | WNGinal Aw SFANS City of Port Townsend Development Services Department Ci OF PORT TOWNSEND psd BUILDING NUMBER APPLICATION Name of Property Owner: Dawe K+ V, CKY Lao OWea/ Mailing Address: __ 0 30 49TH STHEET LOR Towdsevd_2, WA T9368 Telephone: 360- 7774- 6ISE6 Property is located in: Addition, E7S&4 SES Block(s):__ & S~ Lot(s): _~S tO Faces/Access is from: /P7A STREET Street Parcel Number VY S SOSSO a Directions to the Property (draw vicinity map on back) COLWER OF _/9TA Ff CLEVEZ AW dO BEetdenW SsHERIGAW dP Drscov e# If this is anew ADU, has a building permit been applied for? __YesXZ_No Date: Notes: ADV 14 10.30 CUTH ST. HOUSE NUMBER ASSIGNED: LO 42 (qth [. pt— Chet la/y/1o Sly Date of Approval: For Department Use Only: Application Fee Received ($3.00, TC 2200): Date: Copy to: Ol Finance O Fire Dept 0 Post Office 0 Sheriff 0 Police (Lyn) O GIs O Public Works C1 DSD database 0 Assessor’s Office For address changes: 0 Qwest Address Management Center ~ 206-504-1534 http://ptimaging/DSD/Building_Forms/BuildingPermitPacket/A pplication-Address Number.doc ; 6/12/06 Receipt Number: BLD10-181 948308502 Plan Review Fee $636.84 $636.84 $0.00 BLD10-181 948308502 Energy Code Fee - New Single Family | $100.00 $100.00 $0.00 BLD10-181 948308502 Mechanical Permit Fee per Dwelling U: $150.00 $150.00 $0.00 BLD10-181 948308502 Plumbing Permit Fee per Dwelling Uni: $150.00 $150.00 $0.00 BLD10-181 948308502 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-181 948308502 Building Permit Fee $979.75 $979.75 $0.00 BLD10-181 948308502 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-181 948308502 Technology Fee for Building Permit $19.60 $19.60 $0.00 BLD10-181 948308502 Record Retention Fee for Building Per $10.00 $10.00 $0.00 BLD10-181 948308502 Site Address Fee $3.00 $3.00 $0.00 Total: $1,903.69 10-0741 09/15/2010 PLAN REVIEW DEPOSIT 150 $150.00 BLD10-181 CHECK 1119 $ 1,903.69 Total: $1,903.69 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-181 948308502 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 $ 150.00 Total: $150.00 genpmtrreceipts Page 1 of 1 ; : . REVISIONS: | BY: Main Floor Framing NOTE: BLOCKING MAY BE REQUIRED AT INTERMEDIATE BEARINGS FOR Do not cut. notch or dit anges and do rot cut flanges and web. FLOOR DIAPHRAGM PER IRC, CONSULT WITH LOCAL BUILDING OFFICIAL, [1174710 _lenristy 4 1/2" BCI/5000 @ 16" OC. e 3) 20' 0" START FRAMING HERI APPROVAL DRAWINGS 3 VERIFY ALL FRAMING AS BEING CORRECT. SHOWN ON LAYOUT ARE APPROXMATE, VERIFY ALL —- “ : Main Floor it Framing Schedule - Nominalized wT} Tag|@ty |Product Length 1 |6@ |4-1/2"BCle 5000-1.1 DF 26'0" 2 |1 |4-1/2"BCle 5000-1.1 DF 24/0" Zz - @ Hh Nos 3 |S |4-1/2"BCle 5000-1.1 DF 1T'o° i 25 ~ ia é 4 |2 |4-1/2°BCle 5000-1.1 DF 16'0O" b@ eh N 5 |2 |4-1/2"BCle 5000-1.1 DF 13'0° b 1 =H ee 6 |6 |4-1/2"BCle 5000-11 DF 10'0" a | » i ty 4 1 |8 4-1/2" BCle 5000- 1.1 DF TO" | irl Pa | 1 ht |e) & |3 |4-1/2"BCle 5000-1,1 DF eo" 5 rare 4 |2 |4-1/2"BCle 5000-1,1 DF 5'0" = Eat 10/1 | 1-5/16"x 9-1/2" VERSA-LAM® 1.4 1800 DF 10'0" au Ay 11/1 |1-5/16"x 4-1/2" VERSA-LAM® 1.4 1800 DF/6’0" 2 i. — =: 12|1 | 1-5/16"x 4-1/2" VERSA-LAM® 1.4 1800 DF 2'0" ae % ‘ 13 |BLK| 4-1/2" BCle 5$000-1.1 DF 22'0° Ei g 5B Ps _ 14 |TL | 1-5/16"x 4-1/2" VERSA-LAM® 1.4 1800 DF 42'0" i AT 4 Fos <3 = ia i sree o\ ds sited 6 y , 7 4 Main Floor 2 at | 7@) in 5 Accessory Schedule ui 2 oye reseed ooh at N Tag|@ty| Manufacturer Product Description j 3 é & 14, | 14 H1 |1_ |Simpson Strong-Tie, inc, |ITS2.06/4.5 F 2 - -— H2 [3 [Simpson Strong-Tle, inc.|LBV4.12/4.5 (notes 1) é Notes: t 1. Web stiffener required. 20" 10' 0" 66" 36" ° figs Versa-LamBeam, pet 3 =e 3 ny a2Vve =" uniform Loading Barge 100% LOAD DURATION 40 PSF Live Load 1O PSF DeadlLoad [scrrameres.o NOTE: CONTRACTOR /BULDER TO 50 PSF Totalload [scale urs. ie wus aiweowasrens DATE: 8/20/2010 4 BY: Christy ©. cues eocmscciioens FILE: 30445.bcf kas @) contr th 88 Pn Plan# 30445 (_. Last Saved Date: 11/4/2010 10:43 AM Print Date: 11/4/2010 10:43 AM ess V1 Ex i s t BL O C K BS = ai e 2) IN EX x ( a 77 0 M Er s e r B l r s AL H O r T ro a ; CI N E &. (0 DR I V E W A Y ) He r | | ne l s \ EA S E M E TT ne cL LO ys 31 2 2" — : = ~ a NS S Ze PA R L E L od - | SS A £9 4 8 30 8 5 0 2 | S VY 34 ¢ ) \ “s YY . ic e s < ¢ NE W T IL . Jo 3 0 36 >) 7— \ LN T L /6 ' x 40 | | re e \/ ky PA R W I N G ] IX 7 KO Ae c a | fe GA e R o e | | eu r e S w \ KO T . 0. 9 AD U S PL A W \ ‘R E A R ~ aa n a OF wa t e “ < oe m oN 2 AV E \ 1 i Na i! _ re de \ JY fo n t | AZ FA R a & 9 SL ~ fy : ~< _ . 12 0 GA L i L p a ) O™ . OU S E d ; RE Mo s s > + . PR o P A M EE . A V2 2. SH B 10 - F B2 7 AR TA P S LE ‘e td i LP KR IN IN | | > fk- 29 : ; , Q Q | Ye e { _ a Qx X l Y ¥ ° De c k s 3 | BA C K a Po R a Y \ Se Kl a r ee 2h EM st I N G va S% bP al l e s Si a r 5) ly 20 ' K 2 0 ° oy EN : ( PE X SE R I E ) Vn " = YO S| > Ap k o w | . 70 AD U =p / Cy YP ca v e d D. Ov e Z N i zl 1 S ) e o 1 0 —_ 7\ \I SS * 1 / & SO ” _ & @ Fo u v s o | " SV O E WA L A L ~ : 7 —— ae a AL Cl e L WE TN L (I T H ST R E E T DR Y W e L AR E A Ko k Gu o r w r t k DR a w S 5 Lt . Sp o t l LR A I A S “i n Wl SE P 15 20 1 0 CI T Y OF PO R T TO W N S E N D ] DS D FL O O R S . TA B L E R5 0 2 . 2 . 2 . 1 FA S T E N E R SP A C I N G FO R A SO U T H E R N PI N E OR HE M - F I R DE C K LE D G E R AN D A 2- I N C H NO M I N A L SO L I D - S A W N SP R U C E - P I N E - F I R BA N D JO I S T = % 9 (D e c k li v e lo a d = 40 ps f , de c k de a d lo a d = 10 ps f ) 6’ an d le s s | 6' 1 " to 8’ JO I S T SP A N Co n n e c t i o n de t a i l s 8° 1 ” to 10 ’ | 10 ° 1 ” to 12 ’ 12 ' 1 ” to 14 ’ | 14 ° 1 ” to 16 ’ | 16 7 1 ” to 18 ° On - c e n t e r sp a c i n g of fa s t e n e r s * '/ in c h di a m e t e r la g sc r e w wi t h '/ , , i h ; 2 Z ith '5 / , , in c ma x i m u m sh e a t h i n g * 30 23 | AS 13 lL 10 '/ , in c h di a m e t e r bo l t wi t h '5 / , , in c h ma x i m u m : sh e a t h i n g 2 36 36 34 29 24 ° 21 19 . '/ , in c h di a m e t e r bo l t wi t h '5 / , , in c h ma x i m u m 2 32 sh e a t h i n g an d '/ , in c h st a c k e d wa s h e r s * * - 36 ad i a 18 16 Fo r SI : 1 in c h = 25 . 4 mm , | fo o t = 30 4 . 8 mm . | Po u n d pe r sq u a r e fo o t = 0. 0 4 7 9 k P a . a. Th e ti p of th e la g sc r e w sh a l l fu l l y ex t e n d be y o n d th e in s i d e fa c e of th e ba n d jo i s t . b. Th e ma x i m u m ga p be t w e e n th e fa c e of th e le d g e r bo a r d an d fa c e of th e wa l l sh e a t h i n g sh a l l be '/ , ” , c. Le d g e r s sh a l l be fl a s h e d to pr e v e n t wa t e r fr o m co n t a c t i n g th e ho u s e ba n d jo i s t . d. La g sc r e w s an d bo l t s sh a l l be St a g g e r e d in ac c o r d a n c e wi t h Se c t i o n R5 0 2 . 2 . 2 . 1 . 1 . e. De c k le d g e r sh a l l be mi 2x 8 p pr e s e r tr e a t e d No . 2 gr a d e lu m b e r , or ot h e r ap p r o v e d ma t e r i a l s as d by in d a r d en g i n e e r i n g pr a c t i £. Wh e n ' s o l i d - s a w n p pr e s e r tr e a t e d de c k le d g e r s ar e he d to a mi n i Li n c h th i c k engi d wo o d pr o d u c t (s t r u c t u r a l co : D0 si t e lu i nb e : Ja m i - na t e d ve n e e r lu m b e r or wo o d st r u c t u r a l pa n e l ba n d jo i s t ) , th e le d g e r h sh a l l be de s i g n e d li n a d wi t h : it e u w i n e i a in g P 4 1 g- A mi n i m u m | x 9' / , Do u g l a s Fi r la m i n a t e d ve n e e r lu m b e r ti m b o a r d sh a l l be pe r m i t t e d in li e u of th e 2- i n c h no m i n a l ba n d jo i s t . h. Wo o d st r u c t u r a l pa n e l sh e a t h i n g , gy p s u m bo a r d sh e a t h i n g or fo a m sh e a t h i n g no t ex c e e d i n g | in c h in th i c k n e s s sh a l l be pe r m i t t e d . Th e ma x i m u m di s t a n c e be t : ; th e fa c e of th e le d g e r bo a r d an d th e fa c e of th e ba n d jo i s t sh a l l be | in c h . = we s P OR SI M I L A R / fr TE N S I O N DE V I C E FL O O R SH E A T H I N G NA I L I N G AT 6 IN . MA X I M U M ON CE N T E R TO JO I S T WI T H HO L D - D O W N Fo r SI : 1 in c h = 25 . 4 mm . CH A P T E R 5 FL O O R S sore RS 0 2 . 2 . 1 Fr a m i n g at br a c e d wa l l li n e s . A lo a d pa t h fo r la t e r a l fo r c e s sh a l l be pr o v i d e d be t w e e n fl o o r fr a m i n g an d br a c e d wa l l pa n e l s lo c a t e d ab o v e or be l o w a fl o o r , as sp e c i - fi e d in Se c t i o n R6 0 2 . 1 0 . 6 . R5 0 2 . 2 . 2 De c k s . Wh e r e su p p o r t e d by at t a c h m e n t to an ex t e - ri o r wa l l , de c k s sh a l l ’ be po s i t i v e l y an c h o r e d to th e pr i m a r y st r u c t u r e an d de s i g n e d fo r bo t h ve r t i c a l an d la t e r a l lo a d s as ap p l i c a b l e . Su c h at t a c h m e n t sh a l l no t be ac c o m p l i s h e d by th e us e of to e n a i l s or na i l s su b j e c t to wi t h d r a w a l . Wh e r e po s i t i v e co n n e c t i o n to th e pr i m a r y bu i l d i n g st r u c t u r e ca n n o t be ve r i f i e d du r i n g in s p e c t i o n , de c k s sh a l l be se l f - su p p o r t i n g . Fo r . d e c k s wi t h ca n t i l e v e r e d fr a m i n g me m b e r s , co n n e c t i o n s to ex t e r i o r wa l l s or ot h e r fr a m i n g me m b e r s , sh a l l be de s i g n e d an d co n - st r u c t e d to re s i s t up l i f t re s u l t i n g fr o m th e fu l l li v e lo a d sp e c i f i e d in Ta b l e R3 0 1 . 5 ac t i n g on th e ca n t i l e v e r e d po r t i o n of th e de c k . R5 0 2 . 2 . 2 . 1 De c k le d g e r co n n e c t i o n to ba n d jo i s t . Fo r de c k s su p p o r t i n g a to t a l de s i g n lo a d of 50 po u n d s pe r sq u a r e fo o t (2 3 9 4 Pa ) [4 0 po u n d s pe r sq u a r e fo o t (1 9 1 5 Pa ) li v e lo a d pl u s 10 po u n d s pe r sq u a r e fo o t (4 7 9 Pa ) de a d lo a d ] , th e co n n e c t i o n be t w e e n a de c k le d g e r of pr e s s u r e - pr e s e r v a t i v e - t r e a t e d So u t h e r n Pi n e ; in c i s e d pr e s s u r e - p r e - se r v a t i v e - t r e a t e d He m - F i r ‘o r ap p r o v e d de c a y - re s i s t a n t sp e c i e s , an d a 2- i n c h (5 1 mm ) no m i n a l lu m b e r ba n d jo i s t be a r i n g on a si l l pl a t e or wa l l pl a t e sh a l l be co n s t r u c t e d wi t h '/ , - i n c h (1 2 . 7 m) la g sc r e w s or bo l t s wi t h wa s h e r s in ac c o r d a n c e wi t h Ta b l e R5 0 2 . 2 . 2 . 1 . La g sc r e w s , bo l t s an d wa s h e r s sh a l l be ho t - d i p p e d ga l v a n i z e d or st a i n l e s s st e e l . RS 5 0 2 . 2 . 2 . 1 . 1 Pl a c e m e n t of la g sc r e w s or bo l t s in de c k le d g e r s . Th e la g sc r e w s or bo l t s sh a l l be pl a c e d ‘2 in c h e s (5 1 mm ) in fr o m th e bo t t o m or to p of th e de c k le d g e r s an d be t w e e n 2 an d S in c h e s (5 1 an d 12 7 mm ) in fr o m th e en d s . Th e la g sc r e w s or bl t s sh a l l be st a g - . ge r e d fr o m th e to p to th e bo t t o m al o n g th e ho r i z o n t a l tu n of th e de c k le d g e r . © RS 0 2 . 2 . 2 , . 2 Al t e r n a t e de c k le d g e r co n n e c t i o n s . De c k le d g e r co n n e c t i o n s no t co n f o r m i n g to Ta b l e R5 0 2 . 2 . 2 . 1 sh a l l be de s i g n e d in ac c o r d a n c e wi t h ac c e p t e d en g i n e e r - in g pr a c t i c e . Gi r d e r s su p p o r t i n g de c k jo i s t s sh a l l no t be su p p o r t e d on de c k le d g e r s or ba n d jo i s t s , De c k le d g e r s sh a l l no t be su p p o r t e d on st o n e or ma s o n r y ve n e e r . RS 0 2 . 2 . 2 . 3 De c k la t e r a l lo a d co n n e c t i o n . Th e la t e r a l lo a d co n n e c t i o n . re q u i r e d by Se c t i o n R5 0 2 . 2 . 2 sh a l l be pe r m i t t e d to be in ac c o r d a n c e wi t h Fi g u r e R5 0 2 . 2 . 2 . 3 . Ho l d - d o w n te n - si o n de v i c e s sh a l l be in s t a l l e d in no t le s s th a n tw o lo c a t i o n s pe r de c k , an d ea c h de v i c e sh a l l ha v e an al l o w a b l e st r e s s de s i g n ca p a c i t y of no t le s s th a n 15 0 0 po u n d s (6 6 7 2 N) . RS 0 2 . 2 . 2 . 4 Ex t e r i o r wo o d / p l a s t i c co m p o s i t e de c k bo a r d s . Wo o d / p l a s t i c co m p o s i t e de c k bo a r d s sh a l l be in s t a l l e d in ac c o r d a n c e wi t h th e ma n u f a c t u r e r ’ s in s t r u c t i o n s . 2M y 29" \F CEDAR Sle NSU 12 = . : o- ~ ' ? | | [ Pp . S6LAcK : ! in) CABLE FEAKS | | FILE cn” 20 YEARS L @ Zz ( : Ns \|_asrtiact SHINGLE = al Ty | 20 YEARS | 3 ASPHALT SHINGLE ; | | - rane ¢ | ; | | ; | | , ) , ' K | TUT actin Ayr — — T 1AM ty a | ~ = ~ Wa = ~ a“ “= tS Jexmens ~ ~ ~ . a. TEI, 3 - Lo" Hors20W TAC 2 PAT TT | , 24 WALDIE Fe4aig | ( pee = tan ove [ ! ee HEATINELE A mass = KURU : ae : i TTT WT reap | Jt 8 7” _ U Ne _ _ _ VY nl Setter tet WHITE BELLY BAWR___ A ' a A WA BITTUATTT ow ATT | min lee = — ae = = & 0, lt Ly —— ey 7 ~ A rf f UL) Bl at ' u | ray “is 4 \ " ! a ie t Po] ; uf Lb HOKIZOV7AL ys as ; Al pena yt i ‘ S VK Ty MOM 7 i ql +t Cosad % Hamoraic Makorw FA Aan) ir re | i ra Typ. 2€ Bort /ALE itt ~ al T Ty p._2€ tt I 1 WW Wy i} VELL 1 1 | nt | - f) Vor ¥ } T m | | 7 of |, eae = — = a a Wie Skier 8 Loe E BRS ST Fy ie ie iene kane \ ee Ee eee ee OS re TT | = 77 ExP0XD ConckeeTe [Yi tp. we eet SS ee <J- ee Pees | | <-e TAT en ee ie et a ee aes —| a stra te Dee - Soe) rks _ - =| ~ ] 7 E . ead a et =: on of Rema “ pro “ © 34 4 . | ? 1/2" @ REINFORCING ae 4 ‘ . y REBAR (TYP'L) fos _ -- ath | ie : 4 oe af i os “oh cH} Soc = = ies NORTH Sie 0h a EAST LEFT a ation REAR ELEVATION cee si Mg tthe RIGHT ELEVATION SCALE: 1/6" = |'-0" cet SCALE: 1/8" = |'-0" : : “e , SCALE: /8" = I'-0" Pew CAMUCREATIOML us] ConTaactoR (S-1-s6 me Funtes € Thee “Ts Rum THRY - = NOTE: The authors of these plans assume no responsibility : . : for the realzation of this project. L( 2- ScOnRorte Vad AIRQul S - Under tt: re ibility, the contractor will have t Be re ge Sg = ag a BR tea dh SE ee aa EEE EE Ee ae ie eer and ae of cuits sian Wash 7 | before starting the work. Please notify Planimage Inc. | for any mistake or omission with regard to this matter. | \ All steel structures are of the G-40.2 1 .350W type and must be | | checked by an qualified engineer. . 5 | | The wood called for 1s spruce of grade #1 or better. , All structural elements of the roof must be approved | id by the manufacturer's engineer. | | These plans were drawn for a load capacity on the ground : : all (OOF PEA ke « \ | | at 2000 Ib./sq.ft., a deflection at W360, a total load (dead and He | | live) for floors at 55 Ib/sq.ft. (at 74 lb/sq.ft. with | 1/2" lightweight at | L concrete slab), for roofs at 50 |b./sq.ft., and balconies at | | 1.00 Ib./sq.ft. Consult the designer before making any changes | | and/or modifications. by | | Dimensions of doors and windows must be adjusted to the 9 J | L specific dimensions of models as per manufacturer's specifications. vA | | Linas pee ome by an architectural technologist, seis 2 ‘3 : | Dnsports aa | Fie { | + 2nd FL. CEILING eo Coad FL CEILING a I at - ‘ i / Sa ‘ | WT i le 2 EAVE | ra hi FEL 4 OVERHAVIE | ; ® Lee pease | rw | = Mi eZ D ‘ N 7 bs ” ‘ ' a i | © J \ wa a , ROOP-FPLAN | oS Brace SCALE: 1/8" = I'-0" ' | ASPHACT N —————— 2nd FLOOR : i in | SHINGLESY 2nd FLOOR J & = — : _ ‘ bata cn 8 + GROUND FL. CEILING UZ ia GROUND FL. CEILING S ~\ | | ‘ , al . i Ele ® — 150! AMPERE, SUITE 105 1 BOUCHERVILLE, QUEBEC, CANADA, J4B 525 @® (450) 641-7526 (800) 752-6744 & (450) 641-6688 al. GROUND FLOOR _ ; | GROUND FLOOR @) www.planimage.com info@planimage.com 4g TOP OF FORNDATION _ == {OP OF FOUNDATION % — “all applicable codes and regulations. i 's name , DPT, Beam . DAW + Vickey O wea) » draft title "Y FINISHED GRO 1 oa a | ELEVATIONS b ED GROUND : \. Dette eo eT | _ FINISHED GROUND . Fel 1/2" ® REINFORCING / oc? a NO E (kK IS j \V [E : AS SHOWN REBAR (TYPL) | yo, | D) ic wb ic . — ) : ' S \ Pn 2003/04 i? i : date Y SEP 15 2010 hers 2005/05 TOP OF FOOTING : ‘ BLD io -\ G1 ze és 7 L nah _3 “Tor OF FOOTING 2 ema ate 9 SERS ye F PORT TOWNS —_* BOTTOM OF FOOTING _ Ee J _ J a ore in eae OF FOOTING CITY OF pel : OWNSEND court FRONT ELEVATION Revise D of7/zo10 SCALE: |/4" = |'-O" D.owcd NOTE: The authors of these plans assume no responsibility for the realization of this project. Under its own responsibility, the contractor will have to dime bwle Roane te itera FN RN Laas SA RS BSL Re: check all the measurements and sizes of every opening before starting the work. Please notify Planimage Inc. for any mistake or omission with regard to this matter. All steel structures are of the G-40.21 .350W type and must be checked by an qualified engineer. , The wood called for is spruce of grade #1 or better. FOUN DATO WA C L “oR 7 ~o" All structural elements of the roof must be approved 20'-O by the manufacturer's engineer. oe These plans were drawn for a load capacity on the ground bs) io ¥ uf H ( ott nBo Vo at 2000 Ib./sq.ft., a deflection at 360, a total load (dead and Coot tw éS _ hve) for floors at 55 lb./sq.ft. (at 74 Ib/sq.ft. with | 1/2" lightweight aw _ concrete slab), for roofs at 50 \b./sq.ft., and balconies at : ~ Ke 4 \al oO 100 \b./sq.ft. Consult the designer before making any changes : = ‘ Loe *, and/or modifications. V/. 4 e = R orl : : Dimensions of doors and windows must be adjusted to the Ys. 2 EA a specific dimensions of models as per manufacturer's specifications. ef ’ e | 0 SPA a vv, CG E 35 E< CP ‘P< ‘ S VEQAUWIReD Qu biker rien ins al by an architectural technologist, a : om BASEMENT DIRECTX Te THE ; Bx leorR BY LSA CE ESCAPE WHMOGS ~.. A fl A LS] APPROOED CYT, WiIMDUW LELL/ LAODE 2) : | OR EXT- STARUAN LIT Buikbhead EN cLesuRe., ; = i Py | a > \ _ ty in| . a,'~k p- "NAY JZ tor ~ ty "4 < ‘ i , F A ral i It | l @ en hs , / ; aed == 1 lt | 7 _ | "4 | | = , 91.9" il | O'-3" a N . 5 6 Ar (@) < | | ; ¥ ; . is : © a ba, L'D-BEAR. WALL ll a S A ; + T- 2X4@ !12"0C. - Oe ee Ma (OPN | 31 @ Ni > Reel hy i 6) w. GENERAL INFORMATION - 1 Sens * | Fine Wy + ‘ fate SLA RUAN 2 . - All measurements to take priority. - = & POST P= - Construction must meet National Building Code eet —— | 3-(2 X6) x Ss ~y . of Canada standards, last edition. few - ONBASE : Ng ‘ ° . - , 36X 36X12 : - Footings must be latest to type and | | c NS condition of soil. = , 4 | +t | +. - Footings for load-bearing walls must be 24" x 12" | | | al ; - (or according to type and condition of soil). POST — . - pa 3-(2 X 4) | 4 NX FOOT| NGS & WALLS - _ for waterproof finish around tubs and = = ‘ showers. | aly @ |——+ | ro) Q nw) IN _| IN 4 _! ie) - Double the joists under paralleleartitions.and Fe) oO < = O staweases:"(Add 4" if problems with plumbing. eo ie N P N ms , - Lintels over openings will be of 2-(2 x 10) except \ 2'-O" y 4.7" \ 5-8" iF specitied otherwise. HY! a ; _ N a Dd P A s “S_ Mectoncs ventilators and range hood must exit ~ c / wT & tee. x 3-(2 X 10) : Sono TUBE | PIER too . 8s OR "PARALLAM" A - Plan to install required air exchanger system. - Roe \ —— _| \W 3 1/2"X9 1/2" 1 ) oO B ec b eTe R™ ! JED B ASED 0 - Plan for: - Water inlet(s). RECESSED BEAM -\ — ‘ - Water meter. rs 4 x we ' (a corr — > oO F - Exterior faucets. r ge + JOISTS HANGERS - EXC AVATI on) Reav ad - Electric inlet. NN \ “+ - | 10 v interconnected electric smoke detector. (| per level and | per garage.) Q. *. | | | = - | 10 v electric carbon monoxide detector \) DOUBLE \y = | (| per — and | per fireplace.) . | connected to smoke detectors. ‘0 ||| FL. sorsts )\\4 - Telephone outlets, a — (TYP'L) ~~ - Cable outlets. i So ||| y | | ' - Central vacuum cleaner outlets in walls. ae LA * . < 1 , . 8" | | | L | y : \ Ny (NPL II q— ileus! f AI pid 24" 4 ||| be oo a & . =2 - age NER a _ 4 TYP" ¥ LI UU ‘aioe =o “I . NO | _ REVISIONS DATE l) > jaa = ay 1 | 3-(2x 4) POST 06/1 5/2005 L = : | z rye a a _ oot Z ( Mat —] XN a= | S Y, 7 ~ ‘SS / [ N CANTILEVERED 4 | | | | . | FLOOR OUTLINE : © | . 5 eM : @ . : a 3 : | | | | | 1501 AMPERE, SUITE 105 BOUCHERVILLE, QUEBEC, CANADA, J4B 525 @® (450) 641-7526 (800) 752-6744 & (450) 641-6688 Per : @ www.planimage.com info@planimage.com . /RC S€crrow R YOx WA owner's name 60X30 fh = ee oa Dan dt Vicey O We FOOTINGS , dratt title : | FOUNDATION PLAN a ari ; scale : 1/4" = }'-¢O" 5'-O" 5'-0" drawn by : date ; : C.F, 2003/04 10-0" 10'. 0" verltled by : date ne S.C. 2005/05 fou : ref. no: "ISOMETRIC VIEWS" cused VW 7lea0 I NOTE: The authors of these pians assume no responsibility for the realization of this project. & - Lo ) _— 20-0" Under its own responsibility, the contractor: will haveto set tere weit mene ae ne ar ae aie T check all the measurements and sizes of every opening before starting the work. Please notify Planimage Inc. : a Sa a f take th regard to this matt 8'= | Og | | ioe 3 -6 / uY G } or any ms or omission wi regar .O 15 matter. : All steel structures are of the G-40.21 .350W type and must be ” ’ n” ad : checked by an qualified engineer. LA , 7 -6 4'-8" a ] 3 2 in G Y si 8 “ The wood called for 1s spruce of grade #1 or better. / All structural elements of the roof must be approved , by the manufacturer's engineer. 3 ae . ; &- eT 3 These plans were drawn for a load capacity on the ground ftoot Don7 5S BLolw il at 2000 Ib./sq.ft., a deflection at /3GO, a total load (dead and . lve) for floors at 55 |b./sq.ft. (at 74 Ib/sq.ft. with | 1/2" lightweight 4 — = “OD TO : . concrete slab), for roofs at 50 \b./sq.ft., and balconies at SHA 8 & COoWwWeEcsre . . 100 Ib./sq.ft. Consult the designer before making any changes - re” al “= THe Sit. PATE FER THE ; and/or modifications. oH Dimensions of doors and windows must be adjusted to the EF i = ME 7 Hon 4, a 27 nar ts PB nahel ois = asic cl ede Ualbe ~ For, Site-BRutr Slses rl wa eRe cE Fa . These plans have been drawn by an architectural technologist, \ . a , 3 member of the O.T.Sc.A.Q. L Ar 2 ne — 7 aoe ) y ? (00 CFM BKK FAA IL ¥ POLES f.. "Win, Amey L- wa Ct — w Ha r e Ho u Ss . [> FA N Ou T L e T specific dimensions of models as per manufacturer's specifications. GENERAL INFORMATION NEO . 4 i ; 7 aa 2'44" 2 “hte yale et Ww StKi® WISTHS ZS 36 = of em U9 ss _~ |} DOUBLE STAI TREADS: = ‘lO YW Kg MWECIOR BRACE ¢) ey at FL. JOISTS T » . | : - All measurements to take priority. — - Construction must meet National Building Code oa ivan es . L : . . of Canada standards, last edition. ‘ Yao 5 RN ; . . : . - Footings must be latest to type and Heo de 1|O'-6"x9'-2" = ‘E TE Ks me ae mo coniblaen:af abd. ope 20 D) Meeesnmieata © hd : : ’ G - Footings for load-beanng walls must be 24"x | 2" | | | ‘ i (or according to type and condition of soil). 9' . 8 " | ) 6" G' - 4 " - Plan for waterproof finish around tubs and showers. /¥ - - o L'D-BEAR. WALL (YP) STA: R R ts ELS ° oe “7, 12 2X4 @ 12"°0.c. ~“ GLE 3 | " "iy T , ae aa 5 <tat HEnvk0om —> G'S SPRES: lil ‘Blox We CLEAR | | | Re y ¢ ig | st - | 10 v interconnected electric smoke detector. INTERIOR —= a thee BEACE WALL tr 2 (I per level and | per garage.) ‘\ ~~ aE 4 . ~ 110 v electne carbon monoxide detector \n SG" N ak eS zs , ‘. - Double the joists under parallel partitions and r C1 O} = . staircases. (Add 4" if problems with plumbing.) .! y= - Lintels over openings will be of 2-(2 x 10) except if specified otherwise. Fost. 40 3-(2 X 4) + STEEL - Mechanical ventilators and range hood must exit Vv PLATE mm ef Rel oa : me , ‘aw ‘ : air outside. - Plan to install required air exchanger system. 0, 3 6 6 Il 4 3' - 8 " 4x T 2 4F o r FR O M FO U N D . (S E E EL E V . ) ~STMRUWA — Was Rise. 2% = Mit. Rom LO ~* CLEAR, Width, Bt“ BG ! ee - - Plan for: - Water inlet(s). - Water meter. - Exterior faucets. - Electric mlet. | sy ol y 20 - 0 ” 28 ' - O " SLOPED CEILING SHADED AREA (| per garage and | per fireplace.) connected to smoke detectors. 4 ' - Telephone outlets. - Cable outlets. - Central vacuum cleaner outlets in walls. "PARALLAM" BEAM 5 W/4"X 9 I/2" RECESSED + JOISTS HANGERS 2- 6 ” ‘BP? Shall be at least 96" in length where applied to one face, and at least 48" where ‘ applied to both faces 4/2" gwb-5d nails-7" oc blocked 1/2" gwb-5d nails- 4"oc unblocked 42 X 60 L. ‘0 fRoPAW S es : lf: aw = 5 Sista Yer, V\pauo _— | 3' - 10 " BS I SM A I dy : Ft o o k . Jo l s T s 9! G yl he 9-0 | 4-4 ND 2.0" | Ill POST 1 | on 32x6) | aI my] I gs ee y Com TIN UOSLY - SIKEATHED WALL. \ AN _ _ \ — # ae | Es ‘a PER SRE Nae d= fir TH N Mint. ‘ . ae | | PokCH a1 eee : A 2-(2 X 10) EXPOSED BEAM (BBE R602.10.3 , 2003 IRC 48" Wide x 3/8" wood structural panel NO | _ REVISIONS DATE fe) 6d @ 6"oc/12"0c Mb pains “ Sole plate nailing (3)16d every 16” et = no hold downs reauired ¢ ‘ , vA : . 1501 AMPERE, SUITE !05 a BOUCHERVILLE, QUEBEC, CANADA, J4B 5Z5 : @® (450) 641-7526 (800) 752-6744 si s&2 “t : ie 6 ee f . ih & (450) 641-6686 fea) www.planimage.com info@planimage.com | ; | Dan) at Pca Owed ™ —S draft title 1o'| hedise0 GROUND FLOOR PLAN 22y” 42 X72 2y¥” ; | scale : 1/4" = |'.0" 22X10) Go I& 9/7/2000 drawn by : date tof - v rol Soul’ 2003/0 5'-0" 5'-0" - 2g | 3'- a. — é. G x 3 g = “4 as D. DQ) LJ cow date / verified by : 10-0" = toto “ L nila S.C. 2005/05 plan no : ref. no: 20.0 | ~ : #62651 2nd FLOOR / STAIRS DETAIL SCALE: |/2" = |'-o" NOTE: The authors of these plans assume-no-responsibulity ic. a ane ais anna heath Salen SRN ast for the realization of this project. Under its own responsibility, the contractor will have to check all the measurements and sizes of every opening before starting the work. Please notify Planimage Inc. for any mistake or omission with regard to this matter. All steel structures are of the G-40.21.350W type and must be hecked by an qualified engineer. 20-0" F re ‘ The wood called for is spruce of grade #1 or better. All structural elements of the roof must be approved 1 u ! " 1 Ht 10-8 a4 7'-O by the manufacturer's engineer. These plans were drawn for a load capacity on the ground _B" 11-8" 31-8" at 2000 |b./sq.ft., a deflection at L/360, a total load (dead and 4- = = live) for floors at 55 \b./sq.ft. (at 74 Ib/sq.ft. with | 1/2" hghtweight concrete slab), for roofs at 5O Ib./sq.ft., and balconies at 100 Ib./sq.ft. Consult the designer before making any changes 42 x 54 42x 54 and/or modifications. Dimensions of doors and windows must be adjusted to the specific dimensions of models as per manufacturer's specifications. be These plans have been drawn by an architectural technologist, | member of the O.T.Sc.A.Q. = | ‘ oO - =z <x w 4 ? 9' . 8 " | | LG —SeSr — eg pe ROOF TRUSSES @ 24" 0.C. \ TYPE "A GENERAL INFORMATION - All measurements to take’ prionty. ' - Construction must meet National Building Code ' of Canada standards, last edition. |O'-O"x9'-0" PROVIDE ACCESS TO ATTIC 22" X 286" | O-7" - Footings must be latest to type and condition of soil. ~ = Footings for load-bearing walls must be 24" x 12" (or according to type and condition of soil). | 4G " - Plan for waterproof finish around tubs and showers. fe ies J \ - Double the joists under parallel partitions and 5- 0 " - Lintels over openings will be of 2-(2 x 10) except U vder_ USNs ER if specified otherwise. - Méchanical ventilators and range hood must exit | staircases. (Add 4" if problems with plumbing.) aa Dryle Fant as by | Es 3' - 8 " 4x 7 2 (S E E EL E V . ) air outside. Deve VERT wld STACIY - Plan to install required air exchanger system. 28 ' - 0 " 2' - A " - Plan for: - Water inlet(s). - Water meter. - Exterior faucets. - Electnc inlet. - | 10 v interconnected electric smoke detector. Sour” | ; | folie a $ R By ) Ze -O ” 2 &' - O " | 2' - 4 " t (1 per level and | per garage.) - | lO v electric carbon monoxide detector (| per garage and | per fireplace.) connected to smoke detectors. - Telephone outlets. ~ Cable outlets. oO - Central vacuum cleaner outlets in walls. XY) \= u i) . is = BG BD) 5. : | ROOF TRUSSES @ 24" 0.C - TYPE "A" "a & 2 POST -_ 3-(2 X 6) ‘ «i (TYP'L) 19'-O"x] 1'-6" a) ROOF TRUSSES @ 24" 0.C. S f ‘cieaaaia ia TYPE "A" VARIABLE _ XX a | Coit IMUOSLN - SUEATURD VALLE LUNG ROOF TRUSSES nsx % Per Tac Naa lod Cam NO : — a TYPE "B" rs in oe = a t ' TAI 1 f Se ee ee Tension DENICg_ “ C &f/ir Z eh swat ’ 4 - 5 SRGE2.2 yg . "7 3-(2 X 10) 4 * BEAM RATE XN @ 24" O.C. 7 ABOVE ; i | G : 12 x 60 ‘s - -- os Le? to,4t ! j 5'-O" | 5'-0" 3 -6 5 L a ~6 ; ! be) = 0’ I 7 10-0" 1a‘- oO “7 . 1501 AMPERE, SUITE 105 - a BOUCHERVILLE, QUEBEC, CANADA, J4B 5Z5 20:0" @® (450) 641-7526 (800) 752-6744 = & (450) 641-6688 res www.planimage.com info@planimage.com owner's name DAW t Vicey OWE draft title SECOND FLOOR PLAN scale : 1/4" = |'-O" drawn by : date LevVisEO ag 2003/04 verified by : date 9/17/2010 C. 2005/05 A: Dalen! ) : ref. no: —— — NOTE: The authors of these plans assume no responsibility . for the realization of this projects # ters ONE nee eM EN sa i etna oT SOR te ee before starting the work. Please notify Planimage Inc. for any mistake or omission with regard to this matter. Under its own responsibility, the contractor will have to (1) check all the measurements and sizes of every opening All steel structures are of the G-40.2 1 .350W type and must be checked by an qualified engineer. a ait CONTINUOUS ee | 1} 3'-O" ae FLASHING be 1O" | | H H H H H H H H H H H H H The wood called for 1s spruce of grade #1 or better. | All structural elements of the roof must be approved by the manufacturer's engineer. 2-(2 X 10) ¢ ay These plans were drawn for a load capacity on the ground { at 2000 Ib./sq.tt., a deflection at 3GO, a total load (dead and ss, live) for floors at 55 |b./sq.ft. (at 74 Ib/sq.ft. with | 1/2" lightweight ete slab), for roofs at 50 \b./sq.ft., and balconies at el 100 bb.Jsa.t. Consult the designer tae Talia aniaiandes 2-(2 X 4) ROOF TRUSSES and/or modifications. ; — TYPE "A" Dimensions of doors and windows must be adjusted to the fic di f models as per manufacturer's specifications. | SEE MANUFACT. ; specific dimensions o 4 Pp | ( ) These plans have been drawn by an architectural technologist, | member of the O.T.Sc.A.Q. 2nd FLOOR / STAIRS ! . | oO| = DETAIL ce) € ——— y 4 & 2 SCALE: 1/2" = |'-0" 7k 1 1 1 ! 1 1 1 1 i 1 | l 1 * 20'-O" | i (TYPL) 2 GA) ‘ (é) 2A ou boii | l aN 12 | | CEILING HL I | . | aeons ROOF TRUSSES ill il |) “1 TYPE "A" } he oe -— (SEE MANUFACT.) LI | ) | | "PARALLAM" BEAM je= => = | 3'-4 | pare cant = ! 5 1/4"X 9 1/2" sae Sea i et sal RECESSED hs ane ee a IN BKS BE + JOISTS HANGERS =a } Post GA) , _|s ? / HR==4 , fo) POST ae id . — "| aa mit PLATE pease oi | . (TYPL) | rsigion (athe dh ; Ho" Ly tL — — re (4) Y r ANY. = an be Wall | O -O 1 " | 6'-O a ; scaseramcccaalcl = 12 12 Bow ; ind 2 X 4 SILL PLATE 3-(2 X 10) _| CROSS BRIDGING + i af L. al Dowl T OR "PARALLAM ip Wit) + een rag 3 1/2"x9 1/2" | a] | X 4 CONT. WOOU STRAPP. ROOF TRUSSES =p + JOISTS HANGERS (SEE MANUFACT.) B' - C ) == =| 2X46 12"0.C. 7 a MAY Bacxeu\ 72 ra d bd l () = = (TYP'L) ia f = = .) im 6A) +h (Me | Zt | | ROOF TRUSSES | 2° (TYP'L) TYPE "C" ad f | : Yea TRe “ Us ae i (3 ) (SEE MANUFACT.) l | ~ Fon a ae NO | _ REVISIONS DATE LL 7 = b=: ee | . 4" PERFORATED DRAIN (TYP'L) 1 "PARALLAM* BEAM 06/15/2005 STONE 3/4" © CLEAN, ¢_[sema neuer ose0%8 3 3-(2 x 4) BEAM 06/15/2005 DINING ROOM / KITCHEN SECTION € MINIMUM ROOF ¢ CEILING FOUNDATION INTERIOR FART/ITIONS 1 20 YEARS ASPHALT SHINGLE > A+B 8" OR 10", 20 MPA CONCRETE WALL |/2" SCREWED GYPSUM BOARD #50 ASPHALT PAPER FOR EAVE PROTECTION ON CONCRETE FOOTING (SEE PLAN) 2X4@ IG'OX. |/2" PLYWOOD + "tH" CLIPS 2X 4 @ 12"0.C. (BEARING WALL) PREFABRICATED ROOF TRUSSES @ 24" O.C. BELOW GROUND LEVEL: WATERPROOFING 2X 6 @ 16"0.C. (PLUMBING WALL) FR 33) FIBERGLASS BATT INSULATION Anld/o€ Bepun sal |/2" SCREWED GYPSUM BOARD 1501 AMPERE, SUITE 105 Pe BOUCHERVILLE, QUEBEC, CANADA, J4B 525 VAPOUR BARRIER, JOINTS SCELLES : FLOOR (CANTILEVER) =~ @® (450) 641-7526 (800) 752-6744 FLOOR FINISH & (450) 641-6688 |/2" SCREWED GYPSUM BOARD _ 3/8" PLYWOOD UNDER LIGHT FLOOR FINISH Bow Mii Dow 6 ER tow b- @ www.planimage.com info@planimage.com 5/8" T&G SELECT SPRUCE PLYWOOD Hl FLOOR .006 POLYETHYLENE VAPOUR BARRIER ae, owner's name 2 4 enna 2X 10 @ 12" OR 16" O.C. (SEE PLAN) PLATE 4 Dad + Vicky Lwen EXTERIOR WALL FLOOR. FINISH ™ — 2 = 2 X 2 CROSS BRIDGING STARTER erat title A EXTERIOR SIDING 3/8" PLYWOOD UNDER LIGHT FLOOR FINISH TRIM CROSS SECTIONS HARDIE - SEAWE OVER 5/8" TéG SELECT SPRUCE PLYWOOD BS OE PERL ASS ST ULATION : be ‘ 7/16" TARRED FIBERBOARD scale : 1/4" = |1.0! V2" CO« Aa dJoR Oss Bel ENGRO JoIs75 ae AIR BARRIER OR #15 BUILDING PAPER . \ CUISEA drawn by : date Ss anegee BRIDGING SOL10 BLIGUNG @ Dulermediate 41 1 236s cipercuass / an 2003/04 is tae | X 4 CONTINUOUS WOOD STRAPPING Suppers FihitlK dae sais coe BATT INSULATION 9/7/2010 ————— — AIR BARRIER OR #15 BUILDING PAPER - ae Sere "J TRIM : © MRE. ARIE - PH 4 DD. ew Ed Bc. 2005/05 . om plan no : ref. no 2X6 @ 16" 0.C. STUDS #6265) AZ | FIBERGLASS BATT INSULATION FLOOR (CONCRETE SLAB) ee + | a ee a > FLOOR FINISH koerer ice VWIAUS Fo 4" CONCRETE SLAB, 25 MPA SCALE: |/2" = I'-O BE BRACED sal ACCORORY CE .OOG POLYETHYLENE Ww DRO Secrion/ (02-10 ¢ 602./] 6" MIN. THICKNESS CRUSHED STONE (0-3/4") ee . aan F 42 OALLon) K<=JAGE fom? nome 4 Me ee, Raw be | 2” sEwEeR “\~ Ve BASH) Ind Flood F gricnt | ee A i | Lacan 7 aoe - (i [ || | SES ) - ‘a i i ; “~~ VALVE [Ba ly | io Oe Rani : _ - 1 i a Pp ; —_ [DOLCKM WHoLe <|' Ks) VN Fey 8 O H C) _ S Hou 9€ VENTILATION = : ! = ‘ Aa - fan WW 24 Hove . Ee ie c pear \ a “| | ia | = Ae piss * Tones Sole : / | —— : | ee Ne all Ne 1 Pay. = ta se (Fl. | ey Be ()- — in | dite aes en ACCESS PANEL —O © : | Poe | [10-6 |J , — 10'-0"x9'-O FOR PLUMB. AopizeostTac }- | 4 a\e™ "4 | 9'-2" [Lipp ) /20 GAczow |. | 7&8 Hy ! ABIVE OttodNno | 4 ° -. / A | | t- wt ge fh L435 TAK |." ea se a WF | a | cs gt gi 2y “ . +4 er. | Ra: <a = , - — \ | eS — 4 K : | Fei! \ | WW \ vey " KN | iS | ¥” FtooR i¢ |_| \ —(C) a | ee IVS] | | Dkai i \ It Dever an all | ot L ‘ Lt \. aan a |! & | -h __1 Be-2\ \ \ 6H a= — it ag - . i , Ni NEA: | Nv ee A a : 7 _— \.. HOSE BIB aw roy J\ sl fs = Pee er _ eh iM -g 9 =< O- Pa S Pg P fo P pp rd \ 5 == 6 \ pa if LX" le a r Ly PERF. DRAIN a ae : (PERIMETER) will ( ~ — —.. ——— —~_a_ a SECOND FLOOR FLAN MEAT ScCHEAVCE iI WATER | BATHROOMS : CELEUG Oy ee TAP Exs 77a) ADJ” CWE | ~ LE0@OomMS 2 Etecr@ic WACL | KAW <u Meem, OUTSIOZ m=TER Box Lesr Ftowr'. Keohade Sr0oVEe DASEMEAT 2 UNDGUIS AE Vi Dey yer ) GROUND FLOOR PLAN 1501 AMPERE, SUITE 105 BOUCHERVILLE, QUEBEC, CANADA, J4B 5Z5 @® (450) 641-7526 (800) 752-6744 FO UNDAT| (o] N FLAN , & (450) 641-6666 @ www.planimage.com info@planimage.com P ig P 9g HEAT DETECTOR, #6265 | "EXIT" INDICATOR LIGHTING FIXTURE $ SINGLE POLE SWITCH Oo RECESSED POT LIGHT Dan + VIe~y 9) weal CEILING FAN draft title $ ® 220 V OUTLET @ PORTABLE FIRE EXT. THREE-WAY SWITCH 3 ) | Coman 4 ELECTRICAL LAYOUT | | BATRROOM Fan / ey ree/ i EMERGENCY LIGHTING FIXTURE : "= |-O" —O= terns ouner —@— sorygouns @ ——_Treroora REVISEO ——— | | === BASEBOARD HEATER (A) _ EMERGENCY BELL RING / 2003/04 9/7/2010 a / é sescucttihe salveeter i 1 BOY REGABAR ONIEEY /\s! W110. V SMOKE DETECTOR HEAR Bes ABEL: D. OwWe nf verified by : date | WATHCHAIN ® RAZOR OUTLET i MANUAL FIRE ALARM ° = oe 2003/04 110 V CARBON MONOXIDE Pe COUNTER OUTLET ©) DETECTOR O plan no : ref. no : vw aif}. WALL MOUNTED | Die WEATHERPROOF OUTLET |_| ELECTRICAL PANEL