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HomeMy WebLinkAboutBLD10-184City of Port Townsend Development Services Department Correction Notice PERMITNUMBER , [© - \ 9X OWNER iN Le¥ ad JOB LOCATION Inspection of this structure has found the following violations: bau 2h ttmer Cen Nope Nee 2) Wilde Dugan Cov\| Wau _ a _ 2\ rede TYROS Dear Napaul. Pi Call Ne velu Se AE 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 3-2 ~ L( Inspector Kise DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE City of Port Townsend Development Services Department Correction Notice PERMIT NUMB lo-1¢ OWNER (eV amd JOBLOCATION BAY 2—=Saemiar Inspection of this structure has found the following violations: ZO ! \ ) Naw Hates @ GaAs Pipette les ss0ue 5 ra ry -— Z, Toe Plat. skrnes@ betlisrbus of tr AOR AB TN Wisk 3. Shvags @ Lu es eh vues x ‘2. S CQ RO. ST ile LGA Sins ea Cece il te / Ate St She, Lt cede, Cea Dus hwy : You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection Date \ : \O-‘Vh | Inspector (Arad DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE City of Port Townsend Development Services Department Correction Notice PERMIT NUMBER _ tol (b= | &Y OWNER Cambell JOB LOCATION _“JEAZ. ~Saclewer Inspection of this structure has found the oni violations: = | VA No tener oH ye LUJednW tas \ if . Ondu~WMear JZ sR ove Her aK L/ — WirJits fiat — /n ; a KY Paving / i ! You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. f) Date Vi ( 1f iS Inspector M, hae 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. _968500040___— PERMIT NO. BLD10-184 ISSUED DATE __10/21/2010__ EXPIRATION DATE __ 04/19/2011 ADDRESS 3892 JACKMAN ST CONSTRUCTION TYPE _V-B_ OCCUPANT LOAD OWNER CAMPBELL LLOYDR PROJECT DESCRIPTION NEW SFR W/ATTACHED GARAGE CONTRACTOR LENDER INSPECTION INSP ATE COMMENT INSPECTION INSP DATE COMMENT SETBACKS SURVEY PIN|NMk| 75/3] Xe Plat FINAL PUBLIC WORK Lal FOOTING ma |'Y3;) °s “¢ FINAL BLDG./c OF Oo —_| MPA |*/4/\, . UFER Wank |] ok FOUNDATION WALL | {WM 79). FOUNDATION DRAIN [Mil '°7/. SLAB WMA Gnunga MISCELLANEOUS _|——+~ _| 4/ A FLOOR FRAMING ward ci A U Ve ae SHEARWALL & HOLDOWIMMK | 2/221), ev play FRAMING nae] thi i AIR SEAL maar | %40/; PLUMBING MAK Hy, MECHANICAL Nad 2b Tle INSULATION WR YL ans R2( / Valk 2- 38 lomwnge urndls @-21 GWB Wd | HK sweets, Slea~ Lsedths aloe ok TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-184 Permit Type Residential - Single Family - New Project Name ©NEW SFR W/ATTACHED GARAGE Site Address 3892 JACKMAN ST Parcel # 968500040 Project Description NEW SFR W/ATTACHED GARAGE Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Campbell Lloyd R Owner Campbell Lloyd R *** SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name jlo Rs Compbe| } Signature Date l 6 y 2010 10/21/2010 MWAY Date Expires: 04/19/2011 Date Issued: Issued By: BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-184 Permit Type Residential - Single Family - New Project Name © NEW SFR W/ATTACHED GARAGE Site Address 3892 JACKMAN ST Parcel # 968500040 Project Description NEW SFR W/ATTACHED GARAGE Fee Information Project Details Project Valuation $129,382.64 Dwellings — Type V Wood Frame 1,208 SQFT PLAN REVIEW REFUND 150 -150.00 Private Garages — Wood Frame 576 SQFT PLAN REVIEW DEPOSIT 150 150.00 Baits: 1 Heat Type: HEAT PUMP Building Permit Fee 1,161.75 Bedrooms: 2 Construction Type: V - B Mechanical Permit Fee per Dwelling 150.00 Bathrooms: 2 Occupancy Type: R-3/U-1 Unit - New Residential Plumbing Permit Fee per Dwelling 150.00 Unit - New Residential Energy Code Fee - New Single 100.00 Family Unit Plan Review Fee 755.14 Technology Fee for Building Permit 23.24 State Building Code Council Fee 4.50 Record Retention Fee for Building 10.00 Permit Site Address Fee 3.00 Lynnesfield Transportation Fee 231.00 Total Fees $ 2,588.63 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: 10/21/2010 Issued By: MWAY Signature Date Date Expires: 04/19/2011 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-184 Permit Type Residential - Single Family - New Project Name NEW SFR W/ATTACHED GARAGE Site Address 3892 JACKMAN ST Parcel # 968500040 Project Description NEW SFR W/ATTACHED GARAGE Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. 15. The 2009 IRC, Table R302.1 does not allow projections within five feet of property line unless protected one-hour or solid blocking is provided. See North side of structure (Bedroom areas). FS 20. According to City records, this building permit is the 47th building permit submitted for Lynnesfield PUD. The PUDA conditions below shall apply. 30. Lynnesfield PUDA Item #25: Outdoor construction on the site shall be limited to the hours of 8 a.m. to 6 p.m. Monday through Friday, and prohibited on Saturdays, Sundays and national holidays. Any exceptions made necessary by special and unusual circumstances must be approved in advance by the Building Official. 40. Lynnesfield PUDA Item #26: If archeological/historical resources are discovered during excavation, work shall be stopped and the State Historic Preservation Officer contacted immediately. Work shall not resume until approval is obtained from the Director of the Development Services Department. 50. Lynnesfield PUDA Item #41: Shielding shall be used on all exterior lighting to mitigate light and glare from affecting traffic safety and neighborhood privacy. In addition, high intensity lights including mercury-vapor and halogen lighting, shall be prohibited. Low wattage lighting will be ground mounted or mounted on standards no more than six feet in height. 55. Proposed setbacks allowed per DSD director. 60. Lynnesfield PUDA Item #55: No solid burning fuel devices (e.g. fireplaces, pellet stoves, etc.) shall be permitted. 70. Lynnesfield PUDA Item #56: front yard fences will be of wooden construction, and of an open design, and shall comply with the requirements in PTMC Fences and Hedges Chapter 17.68. 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. | further certify that I am the owner of the property or authorized agent of the owner. Date Issued: 10/21/2010 Issued By: MWAY Signature Date Date Expires: 04/19/2011 Print Name __ BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-184 Permit Type Residential - Single Family - New Project Name © NEW SFR W/ATTACHED GARAGE Site Address 3892 JACKMAN ST Parcel # 968500040 Project Description NEW SFR W/ATTACHED GARAGE Conditions 80. Lynnesfield PUDA Item #63: Tree removal shall be limited - live trees having a diameter at chest height of six inches or more which are ten feet or more from any building pad, roadway, utility of drainage will not be removed, unless, in the opinion of a certified arborist, they constitute a danger. 90. Per Lynnesfield First Amendment (AFN 402738) minimum setbacks are ten feet from streets, five feet from side property lines and five feet from backyards. Also, maximum lot coverage is 35%. This residence does not exceed minimal setbacks or maximum lot coverage. 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. Date Issued: 10/21/2010 Issued By: MWAY Signature Date : Date Expires: 04/19/2011 Print Name 1 City of Port Townsend Development Services Department 250 Madison Street Suite 3, Port Townsend, WA 98368 (360) 379-5095 FAX (360) 344-4619 October 6, 2010 Joe and Lynne Campbell 120 Curtis Street Port Hadlock, WA 98339 SUBJECT: Minimum Building Setbacks for Lynnesfield PUD and BLD10-184 Dear Joe and Lynne: Recently City Council adopted Ordinance 3038, which amended the Port Townsend Municipal Code (PTMC) Residential Zone Table 17.16.030 R-II minimum side yard setbacks to “/5 feet minimum total with 10 feet minimum on one side, and 5 feet minimum on the other side.” This revision reverted to the side-yard standard previously established through the zoning code and employed for over 25 years. On September 20, 2010, you submitted BLD10-148 for a residence on Lot 40 with the following setbacks: 6 feet on one side, 8 feet on the other side, and 10 feet on the front side. Regarding how this affects Planned Unit Developments (PUDs), DSD Director Rick Sepler has determined the following: if a PUD Agreement included departures from the minimum zoning setbacks and/or lot size, then the setbacks agreed to at the time of the PUD shall remain in effect; but if the PUDA did not include any departures from the zoning code and/or stated that development shall follow regulations in effect at the time of the building permit application, then current zoning shall apply. Lynnesfield PUD is located in the R-II zone, and the PUDA did not establish a variation of lot size or setbacks. Lynnesfield PUDA (AFN 391311) Condition #53 states “Unless otherwise provided herein, any and all improvements within the Lynnesfield PUD shall be made in full conformance with all applicable federal, state and local laws and regulations in effect at the time of application for building permits, and in the event any of the conditions prescribed herein are in conflict with any such law or regulation, the more restrictive shall apply.” The First Amendment to the Lynnesfield PUD in 1997 (AFN 402738) amended the original PUDA as follows: “1. Add anew condition 53(A), “The minimum rear setback for all single family lots shall be five feet.” In 2002, Ordinance 2825 increased R-II setbacks for garages that face a street right-of-way, amending Table 17.16.030 to a minimum 20-foot setback when a garage door faces either the front or the side of the property. Up to now, staff has not required a 20-foot front setback for Lynnesfield garages that face a right-of-way. However, in rereading Condition #53, it appears that the 20-foot setback should have been in effect for building permits submitted after January 27, 2003, the effective date of Ordinance / wy G Se a ae tc ee A NATIONAL MAIN STREET COMMUNITY vm e wai WASHINGTON’S HISTORIC VICTORIAN SEAPORT Lynnesfield Page 2 of 2 Because you submitted Building Permit BLD10-148 with prepared plans and engineering calculations soon after adoption of Ordinance 3038, DSD Director Rick Sepler has determined that DSD will consider the proposed setbacks acceptable. However, all future building permits must to be in conformance with the Lynnesfield PUDA condition #53 and #53a, which allow a five-foot rear setback but otherwise “shall be made in full conformance with all applicable...local laws and regulations in effect at the time of application for building permits.” Please contact me if you have further questions. Thank you. Sincerely, Suzanne Wassmer Land Use Development Specialist Enclosure — Revised Table 17.16.030 Be ta r ) e l ) B e ] foag- BLD! 0-099 446 Bh onde meer er ( endine ro 79 We (4 ——— Water — Waste Water _ Storm Water 1 inch = 158.699815 feet Port Townsend send wi employe y based an user's use of map information. /0f) pow + Lynnesfield PUD (File No. Ey 04-10) (cre Pe eeraT & Development Agreement Oq—ste. “A ‘ pa A . 25. Outdoor construction on the site shall be limited to the hours of 8 a.m 26. . this wold be Sy ace aie acess 13) Li It off: Sie tra through Friday, and prohibited on Saturdays, Sundays, and national holidays. Any exceptions made necessary by special and unusual circumstances must be approved in advance by the Building Official. If archeological/historical resources are discovered during excavation, work shall be stopped and the State Historic Preservation Officer contacted immediately. ‘Work shall ~ not resume until approval is obtained from irector of Building and Community Development. , hie WA al | 2 h ly . ‘ whe h PRIOR TO FINAL PLAT FOR EACH PHASE ret val ~ not ove : ” 27. 28. 29. 30. 10%or mare. aay Bon Ug Prior to issuance of the final plat and any subsequent building permits, the PUD must be in por: nba full compliance with all mitigation measures identified in the MDNS (Exhibit PUDA-3) gba! th which are applicable at the time of issuance of said permit. Mitigation includes © ' infrastructure and traffic improvements both on and off-site as specified herein. To provide for fire suppression service in the area, the Fire Chief shall review site . improvements for consistency with the Uniform Fire Code (UFC). Consistent with the UFC, dead-end fire apparatus access roads in excess of 150 feet i length will be provided - with approved turn-arounds for fire apparatus. The Developer shall construct the on-site anil off-site sewer and water system improvements in conformity with the phased development scheme (Exhibit PUDA-4)as shown in the Prelimmary Water System (Exhibit PUDA-1 D, and Preliminary Sanitary: the Director of Public Works, these improvements shall be conveyed to, and accepted by the City in a form as approved by the City Attomey. The Developer may propose minor variations which may be required due to topographic or other conditions later discovered and which allow better construction methods than would be possible through strict adherence to the phased development scheme. Developer proposed minor variations which are specifically approved by the Department of Public Works may be allowed. For each phase, drainage facilities and utility improvements shall be field inspected and approved by the City. All utilities to be placed underground shall be made available to the Public Works Department for inspection, standard testing and approval prior to backfillmg. The developer shall construct the on-site and off-site street and circulation improvements in conformity with the phased development scheme shown in Preliminary Phasing Plan, _Exhibit PUDA-4 and Site ach Exhibit PUDA-2. at Fon 0 dz Voi. 051 thee 848 19 9 9 0S = PU T T Jo y e KY WI O I S IN C A SU A _ & 3° E ? . , (S S \ He Pl a n SL y So Ke i n ar e . Ca m p b e l l Co n s t r u c t i o n LA O iw po u + — © > O | ~ Ye ) PERMIT # BUD 1e~ IS<F- CITY OF PORT TOWNSEND BLDG PERMIT ACTIVITY LOG DATE RECEIVED 9 - 20-10 SCOPE OF WORK: New seK wi Atachel qaZzage LynraS fed We. 3 PY (phates EFF) Jog LUPTT=0F3 DATE ACTION INITIALS Y-ZoO- to ENTERED INTO CHET Se CHECKED FOR COMPLETENESS Plan Review # Bedroom(s) = # Bath(s) = Heat Type: q-2\-io | APDeeESs Needs wm He Bitiemed [se G-2/-70O__|NoTE lLmirerp WK Kc, hors =f lolule Ploy ster {Se Ble Fave ote North roll (redooms) Protect: [So (sd orks of 19" Crue =f-—— PUA - AENE 34/13// [rees— wre they Planted at both cone Sof ( ot Y | D372? ~1427) Cc FUG = ASE ch ole . AEA 2 gro Tre ~ F Sew ME ols. Was RT Zea... —> (IP. Ok. Sie SEPTIC? AJo. P23) dd fers added. ee dors ser deer not f uf Zoning: Lynresfrld DUDA Zs gyre Sin Ce (t Was “in Ws apelin Setbacks OK? |" "Yes — See Holes: or LE Silay 10 Sty eof 33 reset or Lot Size: 62.57 ! ca, “a Building Size: (ZOS+ $2€ = (FY FC tp Lot Coverage: f - to Jor Height OK? Jz = Parking OK? 2 car JAC ape [xOpose0 ee si Mapp [tent a Crbcal draipope Con 06 blr Impervious mg CURA a (dio) Surface limits 19.05.050D4(a) Be Shorelines Jurisdiction? NV 0 reo Than Demo? | a aS kept ey Historic Rev/ Design Rev? Cetbh Qa ths QUA. Notice to Title? Lots of Record? |W THB Ones OK but Liter Needs to Con aeahd W/ RIE nw catbadd £X lpr P:\DSD\Forms\General Use Forms : c —- ‘in eee be bg PD. Sex July 12, 2010 Development Services Residential Building Permit Application oe Madison Street, Suite at ets Townsend ‘WA 98368 ey Qn. 2 Jackman Street Legal Description 7) Tax#) Addition: Mines fie ld PUD #3 = a ma Block: Parcel#_ 46 - 500-040 Lot (s):_4D Project Description: 24X24 construct new single Family dwelling w/aHatcheel — 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. ely eet aaa Name: Ae ) wi hex GM xe Revod address SANS “Teekay Sb, City/StvZip: Port Towrngend uw) 9% 3% Phone: Email: QOL~4H 3i-46S9 — Joe Camp ba Phone: ZS5-—- 1bSS Email: ~ Contract O Same as Owne Name: pbeil Ceintenstien LLe Address: [20" Curtis SH: City/suzip: Tort Hadlodk WA 99339 360 —385 1655 Phone: Email: State License #: CAMPBCL 4 y0INExp: A165 |e City Business License #: 000254- ANY 2 Building Information (square feet): 1° floor {ZOD Garage: 57 nd ‘ sto LTA — Otten PC Basement Finished: /Pe Unfinished: Decks / Porches Covered: Uncovered Heat Type: Electric ~~ Heat Pump / Other Total: #Bedrooms / #Bathrooms 4 Size of lot (pZ5" i Square feet Total Lot Coverage (Building Footprint):* Square feet: 1794- % 29 Impervious Surface:* Square feet: 2400 *Total existing & proposed Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: OWN } Project Valuation: $ | Aa, 500 Y Any known wetlands on the property? Y &) =) What year was the structure built? 26/0 If work includes demolition, see Page 2. Any pie stones (>15%)? Y & ) | Uy liom \ | ati | hereby certify that the information provided is correct, t and that all activities associated with this permit will be i agcordance with State Laws and-the Kou iw A. Abes ander | Print Name: Signature: _— QL | ee CITY ‘am either the owner or authorized to act on behalf of the owner Port Townsend Municipal Code. TOWN. GI -1O Page 1 of 2 - 1/4/2010 -OVER- sh RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. Residential permit application. @Washington State Energy & Ventilation Code forms p7wo (2) sets of plans with North arrow and scaled, no smaller than %” = 1 foot: WA 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: 1. Room use and dimensions 2. Braced wall panel locations 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 WWall section: 1. Footing size, reinforcement, depth below grade 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier, and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. 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 Up engineered, one set of plans must have one original signature or new dwelling construction, Street & Utility or Minor Improvement application 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- 2006 Washington State Energy Code - Prescriptive TABLE 6-1 PRESCRIPTIVE REQUIREMENTS” FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Glazing Glazing U-Factor Door ® er Wall’? bing — Slab® Option | Area’: oor Ceiling? | Yaultec | Above a Floor® | on % of Floor | Vertical | Overhead’? | U-Factor Ceiling’ | Grade | Below | Below Grade Grade | Grade lL 10% 0.32 0.58 0.20 R-38 R-30 R15 R-15 R-10 R-30 R-10 Ih.* 15% 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 1H. 25% 0.40 0.58 0.20 R-38/ R-30/ R-21/ R-15 R-10 R-30/ R-10 Group R-1 U=0.031 | U=0.034 | U=0.057 U=0.029 and R-2 Occupancies Only IV. 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 V, ) Unlimited 0.35 0.58 0.20 R-38 / R-30/ R-21/ R-15 R-10 R-30/ R-10 VY Group R-! U=0.031 | U=0.034 | U=0.057 U=0.029 and R-2 Occupancies Only * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. !. 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 1-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 shalt 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 shall 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 pius overhead) as a percent of gross conditioned floor area shall be fess than or equal to that value. Overhead glazing with U-factor of U=0.40 or less 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 Receipt Number: BLD10-184 968500040 Plan Review Fee $755.14 $755.14 $0.00 BLD10-184 968500040 Energy Code Fee - New Single Family | $100.00 $100.00 $0.00 BLD10-184 968500040 Mechanical Permit Fee per Dwelling Ui $150.00 $150.00 $0.00 BLD10-184 968500040 Plumbing Permit Fee per Dwelling Uni $150.00 $150.00 $0.00 BLD10-184 968500040 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-184 968500040 Building Permit Fee $1,161.75 $1,161.75 $0.00 BLD10-184 968500040 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-184 968500040 Technology Fee for Building Permit $23.24 $23.24 $0.00 BLD10-184 968500040 Record Retention Fee for Building Per $10.00 $10.00 $0.00 BLD10-184 968500040 Site Address Fee $3.00 $3.00 $0.00 BLD10-184 968500040 Lynnesfield Transportation Fee $231.00 $231.00 $0.00 Total: $2,438.63 10-0751 09/20/2010 PLAN REVIEW DEPOSIT 150 $150.00 BLD10-184 CHECK 13383 $ 2,438.63 Total: $2,438.63 genpmtrreceipts Page 1 of 1 Receipt Number: 968500040 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 BLD10-184 CHECK 13346 $ 150.00 Total: $150.00 genpmtrreceipts Page 1 of 1 CRIGINAL Kirk Boike ARCHITECT @ 4601 Mason Street @ Port Townsend WA 98368 @ 360 385 6140 2010 architect@surfbest.net The calculations herein comply with the requirements of the 2006 IBC (international Building Code), IRC (International Residential Code), WFCM (Wood Frame Construction Manual), AISI (American Iron and Steel Institute), COFS/PM (cold-Formed Steel Framing -Prescriptive Method for one and two family dwellings). Prescriptive nailing, construction methods and techniques shall apply unless otherwise noted and detailed. Seismic zone: Snow load: Floor load: Roof load: Exterior deck load: Living roof load: DL (hay storage, if applic.): Wind speed: Wind loading: Weathering probability: Frost line depth: Termite infestation prob.: Decay probability: Winter design Temp.: Concrete strength: Wood: Shear-wall: Concrete: Air density: Soil bearing: Calculator: Sincerely, Kirk Boike, Architect #6528 expires: 30 April 2012 D1; (see design ‘or additional parameters) 30psf 50psf (10DL+40LL) 40psf (1ODL+30LL) 65psf (DL+LL) 125psf (where applicable) 125psf 100mph, exposure “B” 24psf Moderate 18' Slight to Moderate Slight to Moderate 20 degrees F 2400psi U.O.N. P.T. Hem-Fir Sole plate. D. Fir # 2 all structural members (except studs) U.O.N. 15/32” sheathing U.O.N.; 8d nails U.O.N.; double 2x6 sole plate at loads at or above 300#/If; double studs at panel nailing 2” o.c. ; solid 2x_blocking at horizontal panel edges where 2” edge nailing is required. Concrete retaining walls shall not be backfilled prior to a 28 day cure, typical Retaining walls shall not be backfilled without floor & floor- framing completed and anchored to concrete per specification. Max. A.B. spacing: 16” 0.c. u.o.n. Backfill material shall consist of course free-drain and dry material with drain tile for moisture removal only. Wet material, toxic waist, clay, sand, iron ore deposits, lead, etc. are strictly forbidden without written authorization of architect and/or building official. Inform architect of special conditions when R.W. is to be over 9' high, 30' in length, or sur charges may occur or exist. 1.0 1500psf vertically; 100psf/ft (bearing), 130psf (sliding) laterally Hewlett Packard 12c with RPN data entry “FILE COPY Kirk Boike ARCHITECT @ 4601 Mason St @ PortTownsend WA 98368 @_ 360 385 6140architec@surfbest.net 3. 7 THE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY CF KIRK BOIKE, ARCHITECT. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC, PERTAINING TO THE WORK BEFORE PROCEEDING. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO Treen Sis Sen Go Shes ee oeftre fv 0 TILL LIST TULL Aor SisSiBILITY FOR COST TO RECTIFY SAME. PATHIZAL &6 GRAVITY AMAL SY SIS ¢ ATA | ALTE 4A meme 1 tL LOeT KEVIN AUEXAH Dn, CES, \4 SE Zolo PAue 1/2 A) @) (@) @) ypsmamsms risen ome BN ee | e i | nm 6528 | REGISTERED | e || | id ¢ | > Assen (Q—>__ + eee od i a pt es ais f ij <—__y, KIRK E. BOIKE STATE OF WASHINGTON i ¢ aed j a aed \ > 7 | | x bar rt - ° 7 a i = pry i — _ | ae 7 T ft. Ws ame | ? z 5A ne a i ss é ¢ | & £ (3) +h} pee : ane) 2 7 = SMEAM-VWALL SLAEUULE Ga 3 “ j @ 15/32° C-C;C-D SHEATHING w/ 8d's @ 6° 0.C. (260) t nite — => @ 15/32" C-C;C-D SHEATHING w/ 8d's @ 4° 0.C. (380) et & 15/32" C-C;C-D SHEATHING wi 8d’s @ 3° 0.C. (490) | @ 15/32" C-C:C-D SHEATHING w/ 84's @ 2° 0.C. (640) | (Double plates @ panel edges.) ‘ G 12" OR We SW wisd 's ET’, i ; HOLD-DOWN SCHEDULE j 1 cnapenn: faset tans fRaQnaaRsy he ij L _@ > SIMPSON HTT22, OR PHDS-SDS3, OR HDUS-SDS2.5 (5250, 4685, 5430) oy @ SIMPSON HD8A, OR PHD6-SDS3 (6465, 5860) NA A La : Af ‘a 4 ees CIMPSON HUE ORS? OR HOOH-SDSZS 7175, 11445) “Lito Low Fotce SHEA D/LF DW HD | a % 2 12 (24Y8X11) 2.404 [42 @ 2 o/s (24Y924) 4008 420/|\85 & 4 3 (t4 XX i2) Lbow 2658 @ sw & 10/8 (24 X8X26) AFAL 600/218 @& ¥ Z. a toaYAYi2) A2es 4 Ble Bm Z 6 (Z4XB)(2e) = 4 AAZ 218 O Go 14 (24X 8X2). Led es @ = 1 2446407} SLied ais < y - PAGE 2/2 “T- TRUSSES | PLE ENGINEERED Koor TRUSSES © 24 9.¢. DESIOW BY TRUSS MFuUZ GT- GIZVEC TRUSS —— st DESIUN BY TZUSs MANURACT OLE Hl. HEaDER + $$$ : S48 2510 Wr ABI? 'e2456D AxILDOF #2 i@x\jO OFHZ Bi- BEA | r. | Sik WwW 2 SIO Wit S420 t= 2565 Arxie DOF ~ brS HE Z Siw W= 315 Wt ALCO M = (B40 Bids’ iD ULES 5 .24s"« S.5)' Vika 2e- FLoorT ‘CEA = at - assy S=k DOzT/O Wt 4260 M= 3145 AKIO OF 2 xB OFZ PR O F E S S I O N A L ©, a Qu a l i t y © z IN T E G R I T Y © in s u l a t i o n DL O an y= i “M e m a e ® SE N D HA S BE E N IN S U L A T E D WI T H MA T E R I A L S LI S T E D HE R E I N ME E T I N G ST A N D A R D S OF ST A T E , FE D E R A L AN D MA N U F A C T U R E R S SP E C I F I C A T I O N S . GA L E IN S U L A T I O N GU A R A N T E E S TH E IN S T A L L A T I O N AN D WO R K M A N S H I P OF TH E S E IN S U L A T I O N PR O D U C T S FO R TH R E E (3 ) YE A R S . TH E TH E R M A L AN D AC O U S T I C A L PE R F O R M A N C E OF TH E PR O D U C T S AR E WA R R A N T E E D BY TH E MA N U F A C T U R E R . R- v a l u e th i c k n e s s kr a f t un f a c e d fo i l FS - 2 5 - l o o s e fi l l Ce i l i n g s O a) O Fl o o r s Oo fi 0 Wa l l s QO Oo O A / 5, 5 ZH G A AL UZ Li a ? =f fs om le re da s as e a d i ST R E E T AD D R E S S "C I t y on e gf Lz . IN S T A L L E R Ko o l Le ha c k y Se r V c e s CO M P A N Y as fe | OTHER THAN THE REQUIRED | )) = Extt PooR ak 3 1g In 72-0 a . \4-0° Se | ; oa. , 6-0 | _ i ace peta. e erence an ne ot anaes nt calretinin encanta Ae etn a rN as nem oa a - ta ot ait cinerea iam " 4-0) Goo, AO ty TD Ee ae a4) ity ’ v4 —— b-O 7-8 aro: 3-0 | | i C SEC. 31.3.2 - 2009) 1RC yl ema} . | A LANDING ‘S NoT [REQUIRED Wie | | SONG > ner ReaD WERE A FERS PER. Cave | | POF THE _ | eee ai | es lO Mi TREAD © Tike Wb PASER. S a _ N G S [Ses] t 3 4 gi s as $ \ { a SH 3% x0 | Vit ge ge0 a i ce 1 ‘i: ae Fa ste AE | | is —— : i) 9 { % . | : \ | 1 7 t ) i N j OEIC} QF | { \ : ' , f Fy) H i \ q . M beRoEM iS eee / (N Nie J _ i: ee A N i. \ ‘ | ; AR 5 } oe by oO ne x 4 red a a Section R373 - Sraoke Aiarms. P. N ' Me a } : A A N wn ji H 0) (RC. | \y To be ioceted in each sleeping room TAL. Banh | Lar) |. 0 ) ; a0" ; i +s I N L and outside of each sleeping area in the ‘ a O- 1 . 1) - Sr a Q 9) | ES i L icinity of the bedrooms. Interconnectec Pye ed \ / } | V i SOUD Ri Od NY vicini fn (5) oa hood, ind N] / 8 i | | Ik EA ReQuke CAIN G- 110 volt witn battery backup. Veo cem ( _)) ‘|e ae KitcHent by Dinin@e AZ we y | 0) : 5 —r x ancl ¢ a Nice tN wi ae ae 8 2 re : 4 5-3 -4 io 2-0 | ee | | a LY iN: ‘ BN ov 4 a S#: Hom = ‘ 100 CEM | / \ Pat i ‘) ' Aye ‘ = afi AR ong | ; d - Aires : oy = \ it i Pe} oTAlg ‘ | . , >< \ | eae V2 o x i, | 4 rN Li 4 | \ i ‘ | ( 1 an | QO. al 5 [fae TSP 4 oe L : rl AL! tage { i i WY ‘ f) i i = j | a sa si 6 oo ' “ ae HALE. WAWS - Lay 0 * Q | : i ie : { — E . te ee Gig bs - J \ ' ; : ( \Q VEN ; _— "Z x30 4-2 Z-6 S-0 Z-6 1\* Fe. ME 42 tt, Ky ba. x] { PEN NAT y aan | sisi psec Oy ee ee Ae ee eg oa int | iyi | | N 4 Nl come cee ainmenenersoerrneriaer-apromaar-are 4 @) eas : 4, rr | ‘4 Lf. ne. | N R315.1 - Carbon Monoxide Alarms: i x f ee 1 of VEUUT | | FIRGPLACE NN i : An approved carbon monoxide alarm shall rh i= | ; \ sy Gir ovew 3/2 b ga ~\ if < cK fo epost be installed outside of each separate S ii ; AN a tT ¢ i — Thy es "3 oe eee nN SCISS0e | | pen Cone/ \ if sleeping area in the immediate vicinity of the Pt tlm | 7 -O° ef ottebhh ial if TTT OY 44% 16 A ee. piss. VY iy 7 e | bedroom in dwelling units. hele 2 a JeLept beet | Rn TO [x 4 i | panweeges MT yt ed | ° ave. 1 REE (Ces ote i | TT MLS tx e Q ( 8 ‘ : | , GO CEM Adie ee ) nm we Ly oe mi . \y Ss ; ~ % } * aT) PeEDRoo AA Se pr zara BATH CH nee “ aya —_ = LIN G X i, ‘i i} ONasT | alii . | : AIL | zed | _ Fz ish a Poi Baer | i | ; é ‘ As |e eee I t La S NU 5 3) NN Lie lian | ‘ : t * 3 fl} iQ 0 | 5) _ CI] eae » \ pend \\) | Seals and Weather-stripping: (Air Seal) oe, ' = o { th 50 CEM { Akaires. ZG) UTIL ‘ iN Xa oS \ Openings shall be sealed, caulked, gasketed, or i, ; i i \ \ an 5 Minh \ op D es ru, Ny \ > ae ‘\}, | weather-stripped to limit air leakage. Exterior : if ; 0 i i : 7 | ae ‘ i x hi VAROD Porcs | {\ (| joints around windows and door frames, openings ae if a , 4 ; Li ii , — aia] y NS | NLT] &t penetrations through walls, floors, roofs and y | ba a t : Q | i ; Reto UNORR : Nl (_ \ Ag | re Na A» | f S ‘ty other openings in the building envelope. / 2) . 9 el Wi HI Nee | || hE owl 412 1 STE SA earthy NEN 1 . er eemempeemesnera Sp \ HM hab a) i oe a + Se \ | cA ee ge of toe ‘Les m = x ae SE Zee Se = ee # + \ 1 * ‘ Y i ‘ :* ; ; ‘N emai alee 642 IS i | ' \ ae on ie zy Ane Loy | | BSF PW2) 4° \" x0 mb | Pr Ot ok & | és Po Cae fo | 4, (ed 2 2 aliens ica : nae, i | ; i > { { ate | ©, j } i } { : ~ Y Wa) ie : Q 7, ewe LBuktey ise —- 25 peecmaerese eH / ane 10 } { / iia a ae | | : Wee arf | | / o/h ‘ { / 3 STEPS 'AS oa DY { H ae iN D |é Za © af lela . | HEADZA bo 04 i i Gr ONITION SuURCES i r i ACADEA a Si ¥ | 1 GZ} h 1AM paint PEE eae eT | : i { x > A fo H i Section 508 - Uniform Plumbing Code. jo" Min tT | | ~) i } Pa WA ‘ : az ! x " ' { } 3 i /f ‘ ‘ Water heaters shall be strapped at points within Ve Se Fs UWSP 3 i \ j i | { the upper and lower 1/3 points of its vertical 2 OR 4 TYPE _ G _ { TH pant | ful N | i dimension. At the lower point, a distance of not Ho USE/GaRA GE ComMMo re W kis Paw ca . \ N i H \ less than 4" shall be maintained above the 1 4 Q ' i : } ' he controls with the strapping. ( Z) LAYERS © PREM INS 24 OC. | a | S| ae ait aoe sa | z | Bs iG eae Og] | ge | | eau isl j if - i ) a3 i Rann nl CRRAGCE #2, Ll i a Vi | i i ae NEN | OMT si | : | | NE P| . cial Ge aa | Dh fe x12 “ Lay { i it A pea i : Gane PEG HEADER | | | | fae oe Pia 7 | eiaee ot Fi oo eN | | | a a —- fo | Opt] + im i { an { : > { ' o: t IN} i ; 4 | i ' } Se | } t Pe pode Pot gy i} << : ies } t j ' ys i : j g { Ooi ow | 1 >» | | ie mie | ote |? | a | cg a ae a | S| a or i ae AAA EZ ZB ee ET _| Ca ae NR 9 4 | sees | | 4°29 PW | | | eo | i ** AT 22 PN | A°Z° PW | tg EW AY ; | | fo} Gp é» ! ‘ } 3 { } \ ( i { H i { 7 } ; j i : } } ‘ H 1 : { i row ts a ‘og : “ mi | so | 30" | $0 Gees. [Bee ere < I 4 enn rem x . ; ‘ ) % f \ «4 ar uy | 4 ' ni 1 4 t “| A 3 - ‘ . A nk: al Pe 2 oad f ro ie i Va | L 0 i‘ ui 0 ai oO ; 2-0 ‘a 2-0 i 49 o G-oO 1 | 6 © - NOTICE: Plans are approved excepting aay ames Gabe 4 a> aaa x = | ; env mmenren energies tam nnnessimananc teins tate mre om men tas Anes hnaman meetin arene nr am any errors or omissions. All work must A _o* “oO” AHO Inspection in conformance with ~“O 74-o LO pass Inspec —7* ser nn ~ weteetenmatenee wen nee me : Xx —— all applicable codes and regulations. \ % 5L-o r — since tn im hae naa NR Sa ens i ge len lg imran eerste eserrineinmne shee sneer natal aS —_ Ps . REVIEWED FOR CODE | COMPLIANCE Erooe PEAR Yay \|D) == -— =| | DATE. ei : z ‘ Hl! sep 20 200 (LY PERMIT # = 200 P GOROIS HEATED FLOOR AREA | | BY. | BE INSPECTED AND APPROVED zy cor SD —— fess Sucre Waw Nawine Sou enue TO PRIOR To COVER How Downs . FILE COPY , 2 \ , \ LPS ry ? <. SO8 L 2 r (Gar CC, ED GHeaATUNG w/ Bhs © A Orc, DFJ MPom! HTTZ2, OR. PAD5-95pS53, oR HDUS~-SDS2.5 ; Oo « ' a APPROVED PLANS 10 WE AVAILABLE ON SME [206 # one eich, UNE eee yi . SCALE: Va Z {* APPROVED BY: DRAWN BY oe ~ ~ ee tee ee ee ers rae cs a ( ts : a o 12 ” OC Yo on. fe CWB w// ood 5 @ (2 O .o; ADDRESS VD, Vis BLE Fo ms GTRECT pate. 4 ~-|5 - (O REVISED ([KAIPBELL [pNeteuerion Pom KEVIN ALEXANDER DRAWING NUMBER 9 Frock Pears | of 3 > bia ’ \ apo Ka eieelfnsinceps dito acetate i ai cei iia NN lamar ei ae Cosette ina RETA ADR Anema tierra ponent ore nema a ce neta, Ne tl vee - ~— ea ee eh ee eens ewer en Ne” aes No Pn a a ee eee Sore. ELEVATION re 2 ne ar ei ae Reema artp rine Santee _~ Section R401.3 (IRC) Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches within the first 10 feet. Section R321 - Site Address Approved numbers or addresses shall be ae provided for all new buildings in such a Oe ge: position as to be plainly visible and legible a from the street or road fronting the property (SOLID BLOCKING REQUIRED aac — iii \ = RSX — ape eet =E EE E rH | Bg PE P i x) Hl Ps — —— — ne acne aes nenaye meriemeinieere i \ — ! / = t enero tetas caceciian.ctinie aie nan iee.” sealed Laer ELE STON y (oo scot ~ FILE COPY Ve our AE riod Ya 1 708" DNE GORY TWO BEDROOM ( ‘ : SCALE: VWA' 2 { APPROVED By: DRAWN BY LU -P 2 ail DATE G-(5~10 REVISED | L_. : ao | (‘aAMPBELL: Cousteuerion Pore Ken PLEAAN DER. ee Ecce DRAWING NUMBER ELEVATIONS 2o0¢ 3 Venere: Lob ~ 190 = 6.09 B.om - T= US IL 1 (12) Io x 8" Vare ReaD 7 G6 Howes N = i f is i { ' \ 7. He | i mS A ds | ! > ; TS | | Hl | | i : } TA ! i } | i % hi | ! i hie fc vied AL a it R502.7: Lateral Restraints at Supports Joists shall be supported at the ends by full-depth solid blocking, or by attachments to a header, band or rim joist, or to an adjoining stud. In Seismic Design Category D, blocking shall also be provided at all intermediate supports. — = == h rye | mM | hl | vide | an OQ ” ZF ~ iQ, 6-0" G- 2 G-O o-o -O Dds { ra iy wy $ iq! t : He | L- C an aq a iii i % fp ik | i an ot a a F y \ i ie ONIN i Nz Sj SZ NVA. — . fo “, A | va [7 ' YANT TZN VAIN a I Ts | ~ » iad | i ; | ' ; : uu ! s) | | HH | J | ZZ *T/e EEA Uolp-DwNs = “4x4 PL w00v AKNZ | eae eae |; Psp ot Tiges w/ Piz 0 Pose GUSSETS | | ; | toe i | +4 apes EW TY? PSST-TO BEAM | Gee (| Peovng pp IB) OE glu . oo aN i { } ypu CS || cr re i | Np! : ' . aH ee ee ec | || oe Na em eit bof MN Lg; | 4 =_ | ae i 2) | | Co th i } i i Cr \ i mea’ Gee i : ; i | | OQ EGRAWY SpE: S jee CRAWL) SPACE OFF MING | : ome eS a | | vel ‘aa a i act Me oe i - | | cee a eee cee | | ee he Pe Ly . | Baa hidedte. A eek meee : 1 ae |S tes) | aT S| Or (0 i} : Ie t } | AV | wim | © : |} ‘on 1h MINN ot L& : elas | | | sit : e K IBY \ ; { 8 i i { { N aces ee | wf a oid Ly ee pe ao ee ene emma) — a it ; oes oa ji — |, - = [ sj | SSS Sof | — ae aes ——t | S ‘eee i a | | 2, lh | | | i | i a m | : = rer ‘ | li 1 AR ie ey 9-0 @ : ! = 2 Ha) | | : u { a. if is to i) ys : L<4 | | Ala Mint Conc SLAB SS ie. i Ww/ oxo" * 10 WWA Ss ® 1 OVER ComPACTED FH y } + yh \p | t : \ ~ Q “a N na) , 9 t ‘> i iS 4-0 24-0. Loum arion Pea “T OUERR \Nawe Nawine Scwcoue @ fee C-C) 6°90 GUERTHISE w/ 46 @ 496. ZB 06. & (1 U( r r Loo - Dow Ns > SIMPSON HI17Z OR PHDG -6D53 ) or HbUs-50S 2-5 (CZBRR - VERT 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. Washington State Energy Code. R-value markers to be installed at least one for every 300 sq. ft. facing the attic access. Markers shall be affixed to the truss or joist and marked with the minimum insulation lo LB Feat Wey Mint SHEATHING? a EMPGoimeepen teusses 24 Oc. Zk Blocking wW/Screever VEU KUeye CANE TIES AX!0 VEZ Hepperso TYP UNWwos SPEc'D - T = LXBDIE SONG ATE BARRIER ye not Gute ZA* 6 HEZ Stuns Io O0.C. : VAPOR BRRRIER FAINT a +26 06B/ZD% SUBELCOR [VWAl L-Sowts 16" oc. Z*~ G&G Por. MUDSEL ZX 2 x Ke SO. Ga Washer fut 2 Sele oF vn int ah toh fre ~ 10 Mut AucHoR ROWS @ OC. Ow FXDH! WALLY W/ REBAR Pep ScuEDULE IZ w xo tt Cone tro w/(2) *4 Bares Contr & MIL BLAcke VAPOR BARRIER tA C4606. 4A 24" 0.0, Ae IB oC. #460 ys Of, aloe “FLECOPY Loo # ONE FORT / TWO BEDROOM || ; = ‘ ee: 2 uf ' LS SCALE: V4 e ( APPROVED BY: DATE: 9 : \5-{ oO DRAWN BY REVISED Campa Construction por KIN Ale sANie? ORAWING NUMBER PoUNP Arion PLA, GECTION| 3 or 4