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QORTro�y CONSTRUCTION PROGRESS RECORD sz CITY OF PORT TOWNSEND v AWA 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. PARCEL NO. 948313603 PERMIT NO. BLD09-042 ADDRESS 1421 21 ST STREET OWNER HABITAT FOR HUMANITY OF EAST CONTRACTOR HABITAT FOR HUMANITY OF E. JEFF. CO. INSPECTION SETBACKS SURVEY PINS FOOTING FOUNDATION WALL FOUNDATION DRAIN FLOOR FRAMING SHEARWALL & HOLDOWN FRAMING AIR SEAL PLUMBING PLUMBING WTR PIPIN MECHANICAL INSULATION GWB MISCELLANEOUS FINAL PUBLIC WORK INSP DATE A , 71 RI al COMMENTS ISSUED DATE 04/09/2009 CONSTRUCTION TYPE PROJECT DESCRIPTION New SFR on Lot 2 LENDER INSPECTION FINAL BUILDING EXPIRATION DATE 10/06/2009 V - B OCCUPANTLOAD INSP DATE COMMENTS TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. 61 O�pORTTO� CITY OF PORT TOWNSEND ti ys �v DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPMF,R/IDAY. DATE OF INSPECTION: Y� Q PERMIT NUMBER:( SITE ADDRESS: CONTACT PERSON: PHONE: TYPE OF INSPECTION: ull ❑ APPROVED ❑ APPROVED WITH CORRECTIONS -- Ok to proceed. Corrections will be / checked at next inspection P Inspector l 1 d 2— Date Acknowledgement Date ❑ NOT APPROVED Call for re -inspection before proceeding. A) L2 2 4 Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. SORT TO CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION,CALL BY 3::OOPM FRIDAY. DATE OF INSPECTION: ( 1 ? © PERMIT NUMBER: ►JLIS Q l q� SITE ADDRESS: l 5 S( I CONTACT PERSON: PHONE: TYPE OF INSPECTION: t—L 20v( W 0 o o r_i\ D j 0 Oc UEc2 ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector 1(L 11KY u Date I,.?kg Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. poRrTo�y� CITY OF PORT TOWNSEND o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION:? Zg D PERMIT NUMBER: `—� (( :7� SITE ADDRESS: 2 - CONTACT CONTACT PERSON: PHONE: TYPE OF INSPECTION:? ❑ APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector �' IL Date 7TY Acknowledgement Date ❑ NOT APPROVED Call for re -inspection before pr oc eding. Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. QOAr rO� CITY OF PORT TOWNSEND y�o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT °FWA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3::OOPM FRIDAY. DATE OF INSPECTION: 7© PERMIT NUMBER: 09 0'1 SITE ADDRESS: I l 21 CONTACT PERSON: PHONE: TYPE OF INSPECTION: 1k) Sy 10 -/0 0-00 i_ ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector (-C, .,,j Date :2/7/09 Acknowledgement Date Approved plans and permit card Hurst be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. Poar CITE' OF PORT TOWNSEND y�mv DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT AWA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE I SPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: A PERMIT NUMBER: 1��-� Qq ' O 4 SITE ADDRESS: // Z 2l 5T-EET CONTACT PERSON: PHONE: TYPE OF INSPECTION: 4o�w!/VJ)/)� �S-tL ❑ APPROVED Inspector rC (Z Acknowledgement ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. N Date 716109 Date Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. PoRTT°�y,� CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION:7/1 c) PERMIT NUMBER: SITE ADDRESS: %�14 2�t',�Z�l CONTACT PERSON: TYPE OF INSPECTION: PHONE: vL� /K)(�' lt,fn�, I N ct I tk, NJt =E AJA(f-Y�7�U---open' � i Civ ❑ APPROVED ❑ APPROVED WITH \ CORRECTIONS Ok to proceed. Corrections will bf checked at next inspection Inspector Q i (� I Date Acknowledgement Date ❑ NOT APPROVED Call for re -inspection before proceeding. d Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not reach for inspection. PORT TOS CITY OF PORT TOWNSEND tis�o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE ISPE.CTION. FOR MONDAY INSPECTION, CALL BYC;3:OOPM[FRIDAY. DATE OF INSPECTION: _ PERMIT NUMBER:I` J�-�� 1 c) 1 SITE ADDRESS: CONTACT PERSON: TYPE OF INSPECTION: ❑ APPROVED Inspector Acknowledgement_ PHONE: N1. ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before �lchecked-at next inspection proceedi I �Eo Date C Date Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. o�QORTTo� CITY OF PORT TOWNSEND ys�v DEVELOPMENT SERVICES DEPARTMENT - INSPECTION REPORT AWA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:OOpm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: PERMIT NUMBER: SITE ADDRESS: �� Z [ Z� r 60 CONTACT PERSON: PHONE: TYPE OF INSPECTION:�d� (1 u, z"_ ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS --- Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. ` V / ,� 2 Inspectori1c � LV Date j Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. ?ORT ro o� Sys CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOOPM FRIDAY. DATE OF INSPECTION: l PERMIT NUMBER: / SITE ADDRESS: /�'/ I z l sT '977f�K1-- CONTACT PERSON: PHONE: a— TYPE OF INSPECTION: 70-0-v `17 =APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector LO ct- Date Q Acknowledgement Date Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. Qoar ro CITY OF PORT TOWNSEND o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE /INSPECT ON`. FOR MONDAY INSPECTION, CALL BY 3::OOPM FRIDAY. DATE OF INSPECTION: -7 Zaf � ( WPERMIT NUMBER: SITE ADDRESS: /(-/Z/ 21 sr S(%E-0 - CONTACT PERSON: PHONE: TYPE OF INSPECTION:�� j �(�� J ���C C ( j�� 600 (,l'�� ❑ APPROVED 1 lL Geo& 7()- C�O ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be b k d t t. t' C ec e a nex ►nspec ion Inspector RC. �� Y-16 Date Acknowledgement Date ❑ NOT APPROVED Call for re -inspection before proceeding. Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. PERMIT # St -00- - 6 qQ. SCOPE OF WORK: CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG lir f- r.4- _ DATE RECEIVED DATE ACTION INITIALS -- / - ENTERED INTO CHET sc.�J CHECKED FOR COMPLETENESS l -011 F -F Zoning - Setbacks OK? Lot Size: Building Size: - Lot Coverage: v . FAR OK? Height OK? Parking OK? Critical Area? Demo? � Historic Rev? Notice to Title? Lots of Record? — C — — Inspection Report Project Permit # Date Inspector Inspection & Notes Parcel Details Parcel Number Parcel Number: 948313602 Owner Mailing Address: HABITAT FOR HUMANITY OF EAST JEFFERSON COUNTY PO BOX 658 PORT TOWNSEND WA983680658 Site Address: Section: 3 Qtr Section: SW1/4 Township: 30N Range: 1W School District: Port Townsend (50) Fre Dist: Port Townsend (8) Tax Status: Taxable Tax Code: 100 Planning area: Port Townsend (1) Sub Division: EISENBEIS ADDITION Assessor's_L..a_nd Use Code: 9100 - VACANT LAND Property Description: EISENBEIS ADDITION I BLK 136 LOT 2 1 LOTS OR REC #541922 1 1 Click on photo for larger image. N� Nx o x No 2nd Photo Photo Available I Available Printer Friendly No Permit Dataax,�V No Assessor Data Available Sales Info Map Parcel Plats & Surveys Available ;t 9 Best viewed with Microsoft Internet Explorer 6.0 or later OS Windows. - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetal1.asp Pagel of 2 10/23/2009 D T 3 8 9 -0 L) rj—y �9 o�QORTTo�y BUILDING PERMIT City of Port Townsend �W Development Services Department 250 'Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD09-042 Permit Type Residential - Single Family - New Project Name New SFR on Lot 2 Site Address 1421 21 ST STREET Parcel # 94831360/ Project Description New SFR on Lot 2 Nantes Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Habitat For Humanity (360) 379-2827 Of East Owner Habitat For Humanity (360) 379-2827 Of East Contractor Habitat For Humanity (360) 379-2827 CITY 004052 12/31/2009 Of E. Jeff. Co. Contractor Habitat For Humanity (360) 379-2827 STATE HABITFH912C 03/25/2011 Of E. Jeff. Co. x** SEE ATTACHED CONDITIONS "*x Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate am provisions of the PTMC or other laws or regulations. 1 certifv that the information provided as a part of the application for this pennit is true and accurate to the best of my knowledge. I further certify that I am the owner of thee property or authorized agent of the owner. Print Name a C, W � ( 11 " C'a. S Date Issued: 04;09;2009 Issued BY: SFOSTER Signature Date /�' 6 I Date Expires: 10/06/2009 QoRTTo�y BUILDING PERMIT U �O Citv of Port Townsend Development Services Department �W 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project lnfornratioit Permit # BLD09-042 Permit Type Residential - Single Family - New Project Name New SFR on Lot 2 Site Address 1421 21 ST STREET Parcel # 948313603 Project Description New SFR on Lot-') Fee lnformatiort Project Details Project Valuation 587.841.91 Dwellings - Type V Wood Frame 923 SQFT Site Address Fee 3.00 Units: 1 Heat Type: ELECTRIC BBH Building Permit Fee 909.75 Bedrooms: 2 Construction Type: V - B Energy Code Fee - New Single 100.00 Bathrooms: 1 Occupancy Type: R-3 Family Unit Mechanical Permit Fee per Dwelling 150.00 Unit - New Residential Plan Review Fee 591.34 Plumbing Permit Fee per Dwelling 150.00 Unit - New Residential State Building Code Council Fee 4.50 Technoloev Fee for Buildine Permit 18.20 Record Retention Fee for Building 10.00 Permit Total Fees $ 1,936.79 Conclitions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. 20. This building permit is conditioned upon the Applicant or the Applicant's suecessors and assigns installing all required public improvements (which may include street access. and water. sewer and storinwater improvements) in full conformance with the Port Townsend Engineering Design Standards in effect at the time the Applicant applies for a building permit or other development permits. 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 eranting of this permit shall not be construed as approval to violate any provisions of the PTHC or other laws or regulations. 1 certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledee. 1 further certify that I am the owner of the property or authorized agent of the owner. Print Name Date Issued: 04/09/2009 Issued BN: SFOSTER Signature Date Dale Expires: 10/06/2009 Development Services oF?ORT`H� 250 Madison Street Suite 3 Townsend WA;98368y or 360 379 860-344q 619 ., www.cityof wapt.us s+ Residential Building Permit Application Project Address: Zoning: 2 Parcel # Project Description: 11L Legal Description or Tax #): Addition: E I S iR N BE IS Block: i 3 6 Lot(s): 2 3ciated Perms#s 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. Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095, Name: Project Valuation: $ 10 i 000 Building Information (square feet): 1s` floor 23 Garage: 2nd floor Deck(s): 60 3`d floor Porch(es): 30 Basement: Is it finished? Yes No Carport: Other: 32 yrcr•wz 5 Manufactured Home ❑ ADU ❑ New Addition ❑ Remodel/Repair ❑ Total Lot Coverage (Building Footprint):* Square feet: 5 000 % Ig Impervious Surface:* Square feet: i I b0 *Total existing & proposed What year was the structure built? If work includes demolition, see Page 2. Any known wetlands on the property? Y Any steep slopes (>15%)? Y ND I hereby certify that the information provided is correct, that I 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: ltitl �- ► o-cil e tt')Sk i Signature: (—V%W-uu� Date: 3 11 _ 8 Page 1 of 2 7/31/2008 RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. The purpose is to show what you intend to build, where it will be located on your lot, and how it will be constructed. u Residential permit application. L Washington State Energy & Ventilation Code forms E, Two (2) sets of plans with North arrow and scaled, no smaller than '/4" = 1 foot: E-A site plan showing: 1. Legal description and parcel number (or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On-site parking and driveway with dimensions 5.. If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site 6. Street names and any easements or vacations 7. Location and diameter of existing trees 8. Utility lines 9. If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers P, 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 FJ 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 LVWall 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 9 Exterior elevations (all four) with existing slope of the land in relation to all proposed structures Fv If architecturally designed, one set of plans must have an original signature NA N- If engineered, one set of plans must have one original signature N A ,,For 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: $30.00 for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 7/31/2008 of QaRT row City of Port Townsend Development Services Department 250 Madison Street, Suite 3 Port Townsend, WA 98368 (360) 379-5095 Fax: (360) 344-4619 4r W Washington State Energy Code (WSEC) 2006 Residential Construction Checklist Complete this form in addition to WSEC prescriptive compliance form. Please answer the following questions: TYPE OF PROJECT: New construction, or addition over 750 square feet Must meet whole house and spot ventilation requirements, and show full WSEC compliance as a stand-alone project. A detached, habitable structure such as an Accessory Dwelling Unit regardless of size must also meet these requirements. House addition under 750 square feet Possible trade-offs are allowed with the existing building for WSEC compliance, such as increasing ceiling insulation. See WSEC component performance forms. NOTE: A house addition less than 500 sq. fl` does not require whole house ventilation. Spot ventilation is still required TYPE OF HEATING — Please check all that apply: Electric Wall Heater �_J Baseboard L_J Forced Air Furnace � Radiant Floor (Boiler) �_J Other Non -Electric: Propane: �_'a Radiant Floor/Baseboard (Boiler) ' LPG Stove I LPG Furnace ' Other LPG Heat Pump � Oil Furnace ' Woodstove (can only be used as secondary heat source) VAPOR RETARDERS: Vapor retarders shall be installed toward the warm surface as represented below option for floors, walls, and appropriate ceilings: • Floors: 7.: 1 Plywood with exterior glue i l� WPoly plastic (greater than or equal to 4 millimeter thick) ! r 1 Backed batts • Walls: 1 Poly plastic (greater than or equal to 4 millimeter thick) 1 Face -stapled, backed batts L� XLow-perm paint • Ceilings: 1 Not required where ventilation space averages greater than or equal to insulation 1 Face -stapled, backed batts 1 Poly plastic (greater than or equal to 4 millimeter thick) Low -perm paint SEE BACK PADSD\Forms\Building FonnsWpplication-Residential Energy Code Cheddist.doc Page l of 2 Select one i City OF 12 inches above WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY (2000 Code): Type of ventilation used throughout the house: �_A' HVAC Integrated Option A Exhaust Option Whole House Fan for "Exhaust Option": • In what room is your whole house fan located? 4,eta� • What size is the whole house exhaust fan? 50-75 CFM (1-2 bedroom house) 80-120 CFM (3 bedroom house) 100-150 CFM (4 bedroom house) 120-180 CFM (5 bedroom house) Note: the whole house fan shall be readily accessible and controlled by a 24-hour clock timer with the capability of continuous operation, manual and automatic control. At the time of final inspection, the automatic control timer shall be set to operate the whole house fan for at least 8 hours a day, and have a sone rating at 1.5 or less measured at 0.10 inches water gauge. Spot Ventilation: Source specific exhaust ventilation is required in each kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa and other rooms where excess water vapor or cooking odor is produced. Bathrooms, laundries or similar rooms require fans with a minimum 50 cfm rating at 0.25 inches water gauge; kitchens shall have a fan with a minimum 100 cfm rating at 0.25 inches water gauge. Outdoor Air Inlets: Outdoor air shall be distributed to each habitable room by means such as individual inlets, separate duct systems, or a forced -air system. Habitable rooms include all bedrooms, living and dining rooms but not kitchens, bathrooms or utility rooms. Where outdoor air supplies are separated from exhaust points by doors, undercutting doors a minimum of '/2 inch above the surface of the finish floor covering, distribution ducts, installation or grilles, transoms or similar means where permitted by the Uniform Building Code. When the system provides ventilation through a dedicated opening, such as a window or through -wall vent, these openings must: • Have controlled and secure openings • Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or window in which they are placed. • Provide not less than 4 square inches of net free area of opening for each habitable space. What type of fresh air inlet will be installed? (See figure below) 0i Window Ports u Wall Ports PADSD\Forms\Building Forms\Application-Residential Energy Code Cheddist.doc Page 2 of 2 The following table shows typical insulation requirements for single rafter joist. If the table notes R-38, then R-38 is required. Prescriptive Footnote 3, Table 6-1 or 6-2 Rafter Insulation Based on Fiberglass Batts Nominal Actual Max depth with 1 " ventilation First 500 SF Over 500 SF R -value R -value 2X10 9 1/4" 8 114" R-30 HD Note' 2X12 1 11 114" 10 1/4" R-30 R-38 HD 2X14 131/4" 131/4" R-38 R-38 I -Joist 9 112" 8 112" R-30 HD' Note' I -Joist 11 7/8" 10 7/8" R-30 R-38 HD I -Joist 1 14" 13" R-38 R-38 -Joist 1 16" 15" R-38 R-38 Note' Upsize joist or provide an alternative method meeting U-.027. HD2 Refers high density fiberglass batt or equivalent. A take off noting rafter area will be required. Identical rules are included in 5-1. They will be incorporated into the UA trade off spreadsheet. 502.4.4 Recessed Lighting Fixtures: • Must now be tested for air leakage using ASTM E283 • A gasket or caulking must seal the fixture to the drywall • Other options for fixture air sealing, including field inspection and a sealed box have been deleted. This has been an option in Washington since 1991. California mandated testing for air tight can lights two years ago. Since then, every major manufacturer has come on board. The fixtures are readily available. Look for the label in the can. If the can is not labeled, it does not comply. 505.3 Outdoor Lighting: • Requires high efficiency lighting or controls for all porch lighting • High Efficiency Luminaire is defined in Chapter 2. Typically requires a pin based compact fluorescent fixture • As an exception to the High Efficiency Luminaire, a motion sensor + photo daylight control may be used. 505.4 Linear Fluorescent Fixtures: This rule applies to typical fluorescent tube fixtures Linear fluorescent fixtures must be fitted with T-8 (1" diameter) or smaller lamps (but not T 10 or T-.12_lamps). CITY City of Port Townsend Development Services Department 250 -Madison Street, Suite 3, Port Townsend WA 98368 (360) 379-5095 Fax (360) 344-4619 Washington State Energy Code 2006 Edition Climate Zone 1 - Type R-3 and R-4 Changes for Single Family and Duplex Construction The following is a list of code changes that will effect construction of single family and duplex homes in Climate Zone 1. This is not a comprehensive list of changes. To see all the changes, download a new copy of the code and look for a vertical bar in the margin indicating a change in the code. Building Envelope: Prescriptive Options Table 6-1 • Option I, the U -factor for windows changed to U-.032. Glazing is limited to 10% of floor area. • Option II, the U -factor for windows changed to. U-.035- • Option IV, the U -factor for windows changed to U -.035 - There may be an increased use of window U -factor averaging when using the prescriptive method. Applicants may show compliance by providing area weighted average U -factor for all of the windows. With a more stringent standard the use of averaging may increase. The applicant must submit a detailed window schedule demonstrating compliance. Component Performance Table 5-1 • The target window U -factor changed to U-.035. • The target wall U -factor changed to U-_057. Doors: 602.6 Exterior Doors • One unregulated door up to 24 square feet is still allowed. • Glazed doors are considered to be windows. • All opaque doors must meet the door U -factor requirement. In the past, any door could be called a window when included in the glazing percentage. Now, when using the prescriptive options, opaque doors must meet the U-0.20 requirement. An insulated fiberglass or thermally broken steel door will usually meet the U -factor requirement. Single Rafter Joist: Table 6-1, footnote 3 Table 5-1, footnote 3 • If there is room in the joist for R-38 insulation, R-38 is required. This applies to all single rafter joist 13" or greater in depth. • R-30 single rater joist now limited to 500 square feet of roof area. Additional rafter area must use R-38 insulation. TABLE 6-1 PRESCRIPTIVE REQUIREMENTS"' FOR GROUP R OCCUPANCY CLIMATE ZONE 1 * Reference Case 0_ Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance between the top of the ceiling and the underside of the roof sheathing is less than I2 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 shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturers specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors, including all fire doors, shall be assigned default U -factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U -factor of U=0.40 or 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. Glazing Glazin U -Factor Wall 12 Wall* Wall* Slabs Option Area1°: 9 Door Ceiling Vaulted Above int ext Floors on % of Floor Vertical Overhead" U -Factor Ceiling3 Grade Below Below Grade Grade Grade 1. 10% 0.32 0.58 0.20 R-38 R-30 R15• R-15 R-10 R-30 R-10 11.* 15% 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 25% 0.40 0.58 0.20 R-38 / R-30 ! R-21 ! R-15 R-10 R-301 R-10 Group R-1 U=0.031 U=0.034 U=0.057 U=0.02 and R-2 9 Occupand es 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 Occupand es Only V. Unlimited 0.35 0.58 0.20 R-381 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=0.02 and R-2 9 Occupand es Only * Reference Case 0_ Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance between the top of the ceiling and the underside of the roof sheathing is less than I2 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 shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturers specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors, including all fire doors, shall be assigned default U -factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U -factor of U=0.40 or 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. Chapter 9 Prescriptive Space Heating System Sizing Deleted. See IRC M1401.3. • 503.2.2 Size limited to 150% of heating load Replaced by IRC Section M1401.3. Heating and cooling equipment shall be sized based on building loads calculated in accordance with Air Conditioning Contractors of America Manual J or other approved heating and cooling calculation methodologies. Manual J is a heating and cooling heat load calculation method. This method takes some training. See their web site for details. http:/Avww.acca.org/tech/manuaii/ WSU has developed a spread sheet for WSEC Chapter 5 code qualification. We call this the CPworksheet. This spread sheet will also provide a simple heating system size calculation that is roughly equivalent to manual J. Limit the use of this spread sheet to electric resistance or combustion equipment sizing. Do not use this spread sheet to size heat pumps or air conditioners. This spread sheet is available on our web site. Washington State university Extension Energy Program Energy Code Support Email: energycode(cDenergy.wsu.edu Phone: 360 956-2042 • Gary Nordeen • Mike McSorley • Chuck Murray Residential Energy Code Support • Energy and Ventilation Code Text • Residential Component Performance Worksheets • Residential Builders Field Guide http://www.energy.wsu.edu/code/code support.cfm For Non residential energy code support, Visit the NEEC web site. http-//www.neec.net/resources/resources.html ALTERNATE BRACED WALL PANEL (ABP 1800# AND 3000#) IRC R602.10.6 Minimum 2'8" panel width Max.imum10'0" height 3/8" APA rated sheathing one side Secure with 8d nails Edge: 6" o.c. Field: 12" o.c. 1800# uplift capacity tie down devices at each end, installed in accordance with the manufacturer specifications. 2 anchor bolts at panel quarter points #4 reinforcement bar at the top and bottom Panels shall be supported directly on a foundation which is continuous across the entire length of the braced wall line. 2'8' minimum r Minimum 2'8" panel width Maximum10'0" height 3/8" APA rated sheathing both sides. Secure with 8d nails Edge: 4" o.c. Field: 12" o.c. 3000# uplift capacity tie down devices at each end, installed in accordance with the manufacturer specifications. 3 anchor bolts at one-fifth points #4 reinforcement bar at the top and bottom Panels shall be supported directly on a foundation which is continuous across the entire length of the braced wall line. USE 1800# UPLIFT CAPACITY TIE DOWNS ON SINGLE STORY USE 3000# UPLIFT CAPACITY TIE DOWNS ON THE FIRST STORY OF A TWO STORY STRUCTURE. FLE COO PY 2 4) 4 2 3 CY) U) 00 A '14 - 7 r 89, �c �6 7 8) 4) 4 2 CY) U) 00 A - 7 r �c �6 7 8) 8 P rm 3 777- 3 30 7 7, 8 iz 7 8 *b i�T 53 v F"I'll, g Al 2 Co 0 U) Water Waste Water IvStorm Water , I inch equals 100 feet LIJThi, —p i, p.,id,d.... b.,i,. The Ciy or P." T. --d and in employe.. do not —t in any wry the —cy of the it lion d in d�is —p. Pidd -rifi. fllz:cl Tiz —P inf—ti.n � th—le ... fJ ,Po.ibky ofd."' U—el.— the City f 16 P..T—erd..di��Ioymfto en liability D (I. IS �/� r i 61 /is I I -I I , —1 — . VF:JRY n Py "f—P mf—i: 4 CY) U) 00 A �c �6 7 8) 8 P rm 3 777- 3 30 7 7, 8 iz 7 8 *b i�T 53 v F"I'll, g Al 2 Co 0 U) Water Waste Water IvStorm Water , I inch equals 100 feet LIJThi, —p i, p.,id,d.... b.,i,. The Ciy or P." T. --d and in employe.. do not —t in any wry the —cy of the it lion d in d�is —p. Pidd -rifi. fllz:cl Tiz —P inf—ti.n � th—le ... fJ ,Po.ibky ofd."' U—el.— the City f 16 P..T—erd..di��Ioymfto en liability D (I. IS �/� r i 61 /is I I -I I , —1 — . VF:JRY n Py "f—P mf—i: 10'-0" EXISTING TREE LOCATIONS W/ DIAMETER, TYP 17" 0 i 0 F- — — — — — — — — — — — I I 010" I I I I I� (2) 18" I I I 15'-0„ I I I 42,-0„ I 100'-0" CD UTILITIES IN WM I II COMMON TRENCH �_ II X12» 18" CD u I� 15p o I —-------� 20'-D" o ®12„ I I 923 SQ. FT. HOUSE i 148" DIA. 1 DRYWELL, j TYP CATCH RWL BASIN C) CD �I 24"@ 100'-0" LEGAL DESCRIPTION: LOT 2, BLOCK 136, SUPPLEMENTARY PLAT TO EISENBEIS ADDITION TO CITY OF PORT TOWNSEND WA RECORDED IN VOL 2, PAGE 24, RECORDS JEFFERSON CO. TAX PARCEL: #948-313-601 ZONING: R -II SITE PLAN 1 " = 10' 5000 SQ. FT. LOT 18% COVERAGE PROPERTY S LINE, TYP f - w w f - v) RE%AEWED FOR CODE DRIVEWAY COMPUMCE DATE PERMITS ► 1' 1 � iii►---- - - — — -- / F, Clil'�F�G i i 17i;;n r'C STEWART RESIDENCE DRAWN BY: CMG DATE: 03.09.09 REVISED: HABITAT FOR HUMANITY DRAWING NUMBER: EAST JEFFERSON COUNTY 1 TEL. 360.379.2827 A1.0 I w C) U i -'13' , — 18' X PARKING _-S X 5000 SQ. FT. LOT 18% COVERAGE PROPERTY S LINE, TYP f - w w f - v) RE%AEWED FOR CODE DRIVEWAY COMPUMCE DATE PERMITS ► 1' 1 � iii►---- - - — — -- / F, Clil'�F�G i i 17i;;n r'C STEWART RESIDENCE DRAWN BY: CMG DATE: 03.09.09 REVISED: HABITAT FOR HUMANITY DRAWING NUMBER: EAST JEFFERSON COUNTY 1 TEL. 360.379.2827 A1.0 6� a S FIF9 f -{f4 rfi�k`a Ac r� ! e aet CD i N-, 0 L2 i CONCRETE SLAB 32'-0" (STORAGE SHED) ---------L-------------------------------- -- — — — — — — — — — — —i I I I I I I I I I CRAWL SPACE ACCESS 24" X 30" FOUNDATION VENT 10 REO'D—N"41_ EQ EQ EQUAL SPACING EQ 4X8BEAM � �S -:::L G U M 4 YP 24" X 24" X 6" CONC PAD W/ (4) #4 RB EA WAY TYP EQ 6'-0" I CONCRETE I I SLAB I I L PR rjPE VE CO1tN -Tloll 4 X 4 PT POST W/ POS CONN AT POST't BE*A RND AT PpsT $ RA FpR uPLiFr g LATS9N— TOP & BOTTOM TYP t�sP�.ac�c�KT -TYP- CONCRETE R501„°► 200b SRC SLAB j L 4' 0" I I 9 112" BCI 6000 @ 16 OC I I I I I I I I I I I I I I L------------------ - - - - -- - - - --------- 34'-0" 0 _i Do N Q0 02FOUNDATION PLAN 1/4" — l'—O" NORTH STEWART RESIDENCE DRAWN BY: CMG —� REVISED: �Nsl HABITAT FOR HUMANITY DRAWING NUMBER: EAST JEFFERSON COUNTY 1 A2.0 I I I I I I I I EQ EQ EQUAL SPACING EQ 4X8BEAM � �S -:::L G U M 4 YP 24" X 24" X 6" CONC PAD W/ (4) #4 RB EA WAY TYP EQ 6'-0" I CONCRETE I I SLAB I I L PR rjPE VE CO1tN -Tloll 4 X 4 PT POST W/ POS CONN AT POST't BE*A RND AT PpsT $ RA FpR uPLiFr g LATS9N— TOP & BOTTOM TYP t�sP�.ac�c�KT -TYP- CONCRETE R501„°► 200b SRC SLAB j L 4' 0" I I 9 112" BCI 6000 @ 16 OC I I I I I I I I I I I I I I L------------------ - - - - -- - - - --------- 34'-0" 0 _i Do N Q0 02FOUNDATION PLAN 1/4" — l'—O" NORTH STEWART RESIDENCE DRAWN BY: CMG DATE: 03.09.09 REVISED: �Nsl HABITAT FOR HUMANITY DRAWING NUMBER: EAST JEFFERSON COUNTY 1 A2.0 TEL. 360.379.2827 FLE O I 1 32-0 4' 0" 2'-0" 10' 7„ 2'-0" 5' 5" 2'-0" 6'-0" R. 0. 4'X8' STORAGE SHED R.O. R. 0. 10'-0" 2'-4" -10' 9'-10" 6'-O" 20 X 3° 20 X 3° 2° X 3° BWP BWP S. H. BwP S. H. S. H. 3 FLOOR PLAN 1/4" = 1'-0" I UTILITIES IN a_ o - o ELEC. °� � 1 3 � � NORTH PANEL o I BATH w 0 °� 1 50 CFM w i CD FAN O QD CD o 0 cfl D w cfl I � BEDROOM 1 o HW BEDROOM 2 o 'd- U-) 22" X 30" _ ATTIC ACCESS `N OSD =&LIL 5¢ 68 BII TOED PORCHL _JOSD 3°68 5° 68 BIFOLD 3 3' 3 16" OSD � R.O. _ D. W. 2 - 50 CFM CEO_ _t____ N WHF N CLO. �i co o cv �p o co cc = N o z 8'-4> 6'-4" 3'-6" 8" 6' 0" 1 w - x I � o ry o U CDw r-) CL QO PORCH lc`' _ I REF. 4'- 6 �RRcty PAt�CL RcQJRL� FROM S �� `D `D LIVING a° tiQ� DINING o CD KITCHEN o o �, � cv ur d cn �G It H A*irASLE lZW M rp g'` PRoQt-� 30 RNG. � OED wail FRESH NIR I a PER W. S. V. T, R . Q. C . PROVIDE v�h(TED W «l uzS f — — — I o- o m oR ►r-I►�wLW� AK120 CFM O O L _ 3:55-s3 cr-M Wwxz- Nojsc FRN = HOOD O O BWP 5° X 36 BWP 5° X 36 BWP SLDR. SLDR. 4'-0" 4'-0" 5'-0" 8'-0" 5-0" 18" 10'-6" R.O. 34, 0„ R. 0. STEWART RESIDENCE o I DATE: 03.09.09 � HABITAT FOR HUMANITY EAST JEFFERSON COUNTY DRAWING NUMBER: A3.0 1 TEL. 360.379.2827 m w 0 I 0 - CD o w x 0 0 I a "' 3 CD 0 co N � O O I 1 32-0 4' 0" 2'-0" 10' 7„ 2'-0" 5' 5" 2'-0" 6'-0" R. 0. 4'X8' STORAGE SHED R.O. R. 0. 10'-0" 2'-4" -10' 9'-10" 6'-O" 20 X 3° 20 X 3° 2° X 3° BWP BWP S. H. BwP S. H. S. H. 3 FLOOR PLAN 1/4" = 1'-0" I UTILITIES IN a_ o - o ELEC. °� � 1 3 � � NORTH PANEL o I BATH w 0 °� 1 50 CFM w i CD FAN O QD CD o 0 cfl D w cfl I � BEDROOM 1 o HW BEDROOM 2 o 'd- U-) 22" X 30" _ ATTIC ACCESS `N OSD =&LIL 5¢ 68 BII TOED PORCHL _JOSD 3°68 5° 68 BIFOLD 3 3' 3 16" OSD � R.O. _ D. W. 2 - 50 CFM CEO_ _t____ N WHF N CLO. �i co o cv �p o co cc = N o z 8'-4> 6'-4" 3'-6" 8" 6' 0" 1 w - x I � o ry o U CDw r-) CL QO PORCH lc`' _ I REF. 4'- 6 �RRcty PAt�CL RcQJRL� FROM S �� `D `D LIVING a° tiQ� DINING o CD KITCHEN o o �, � cv ur d cn �G It H A*irASLE lZW M rp g'` PRoQt-� 30 RNG. � OED wail FRESH NIR I a PER W. S. V. T, R . Q. C . PROVIDE v�h(TED W «l uzS f — — — I o- o m oR ►r-I►�wLW� AK120 CFM O O L _ 3:55-s3 cr-M Wwxz- Nojsc FRN = HOOD O O BWP 5° X 36 BWP 5° X 36 BWP SLDR. SLDR. 4'-0" 4'-0" 5'-0" 8'-0" 5-0" 18" 10'-6" R.O. 34, 0„ R. 0. STEWART RESIDENCE DRAWN BY: CMG DATE: 03.09.09 REVISED: HABITAT FOR HUMANITY EAST JEFFERSON COUNTY DRAWING NUMBER: A3.0 1 TEL. 360.379.2827 FLE CC .1, 7 "1 HARDI SHINGLE SIDING NORTH ELEVATION 1/41; = l' -O': STORAGE SHED I ! I - CONCRETE '- L - - - - LANDING STEWART RESIDENCE DRAWN BY: CMG DATE: 03.09.09 REVISED: '0HABITAT FOR HUMANITY DRAWING NUMBER: EAST JEFFERSON COUNTY 4 TEL. 360.379.2827 A4. 0 FLE 006r)y CONCRETE LANDING I I SLOPE GRADE TO J CONCRETE LANDING �— - — - EAST ELEVATION 1 /a„ _ 1, 0,: STEWART RESIDENCE DRAWN BY: CMG DATE: 03.09.09 REVISED: HABITAT FOR HUMANITY EAST JEFFERSON COUNTY DRAWING NUMBER: A5.0 1 TEL. 360.379.2827 „i-, RIDGE SOUTH ELEVATION 1/4” = V-0" I I I STEWART RESIDENCE DRAWN BY: CMG DATE: 03.09.09 REVISED: HABITAT FOR HUMANITY DRAWING NUMBER: EAST JEFFERSON COUNTY 1 A6. 0 TEL. 360.379.2827 FLE CONCRETE LANDING I I SLOPE GRADE TO _i CONCRETE LANDING LFOR NO -STEP ENTRY WEST ELNOON 1/4" = V-0" 0 F -I F-1 F-1 L STEWART RESIDENCE DRAWN BY: CMG DATE: 03.09.09 REVISED: HABITAT FOR HUMANITY EASTJEFFERSON COUNTY DRAWING NUMBER.- UMBER:EAST AT 1 TEL. 360.379.2827 F � L E Cu"Br-i �10 TYPICAL ROOF ASSEMB ASPHALT COMP. SHINGI #15 BUILDING PAF 1/2;' OSB SHEAT R-38 BLOWN IN INSULAT RAISED HEAL TRUSS @ 24" C 5/4 X 6 FASCIA BOP WITH ATTACHED AL( K -SHAPE GUTTER, T PROVIDE EAVE VENTS IN EP RAFTER BAY AND 1 1� AIRSPACE ABOVE INSULAT 9 112" VERSARIM, DOUF_ FOR OPENINGS 6' AND O� ALL GLAZING .35 U VALUE OR BET] 112': GWB W/ V.B. PRIf SLOPE FINISH GRADE A' FROM STRUCTURE, - RAINWATER LEADER DF 4" SOLID PROVIDE 4" DIA. C( ... FOOTING DRAIN, TYP. )QIDE TRJSS G fuLS �pM�N, ►t�ISPCCTION 'ICAL FLOOR ASSEMBLY: ISH FLOOR PER PLAN T&G SHEATING BATT INSULATION 1/2;' BCI 6000 FLOOR JOISTS @ 16" O.0 VAPOR BARRIER, TYP. WALL SECTION - LOW RISE FRAMING 1/2" = 1'-0" STEWART RESIDENCE TYPICAL WALL ASSEM[ HABITAT HABITAT FOR HUMANITY EAST JEFFERSON COUNTY SIDING PER ELEVAI WHERE REO'D AT #15 BUILDING PA BRACED WALL PANEL: 1 " RIDGID FOAM INSULAI 112" RIDGID FOAM INSULATION 2 X 6 STUDS @ 24" 1/2" OSB SHEATHING R21 BATT INSULAI 112': GWB W/ V.B. PRIf SLOPE FINISH GRADE A' FROM STRUCTURE, - RAINWATER LEADER DF 4" SOLID PROVIDE 4" DIA. C( ... FOOTING DRAIN, TYP. )QIDE TRJSS G fuLS �pM�N, ►t�ISPCCTION 'ICAL FLOOR ASSEMBLY: ISH FLOOR PER PLAN T&G SHEATING BATT INSULATION 1/2;' BCI 6000 FLOOR JOISTS @ 16" O.0 VAPOR BARRIER, TYP. WALL SECTION - LOW RISE FRAMING 1/2" = 1'-0" STEWART RESIDENCE DRAWN BY: CMG DATE: 03.09.09 REVISED - HABITAT HABITAT FOR HUMANITY EAST JEFFERSON COUNTY DRAWING NUMBER: Q A8.0 1 TEL. 360.379.2827 Look Up a Contractor, Elect 'in, Plumber or Elevator Professional rise Detail Page] of 2 Information in Spanish I Topic Index I Contact Info I Search Home Safety Claims 8 Insurance Workplace Rights Trades 8 Licensing Find a Law (RCW) or Rule (WAC) Geta form or publication} Help Return to List > Start a New Search > C1 Printer friendly General/Specialty Contractor A business registered as a construction contractor with LEtl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Role Effective Date Expiration Date KIMBALL, FRED Verify Workers' Comp Premium Status Check for Dept. of Revenue Account Name HABITAT FOR HUM/E JEFF UBI No. J) 601850143 EEKHOFF, DAVID PAUL COUNTY 03/25/2009 Impaired Bond Phone No. (360) 379-2827 Status Number ACTIVE Address PO BOX 658 License No. Amount HABITFH912D5 Suite/Apt. License Type CONSTRUCTION CONTRACTOR City PORT TOWNSEND Effective Date 3/25/2009 State WA Expiration Date 3/25/2011 Zip 98368 Suspend Date Aj County JEFFERSON Previous License Business Type Corporation Next License Parent Associated Company License Specialty 1 J) GENERAL Specialty 2 lb UNUSED Business Owner Information Hide All Name Role Effective Date Expiration Date KIMBALL, FRED PRESIDENT 03/25/2009 GARTON, MARGO DIANE SECRETARY 03/25/2009 CAMFIELD, PHYLLIS JEAN TREASURER 03/25/2009 EEKHOFF, DAVID PAUL VICE PRESIDENT 03/25/2009 =- Bond Information ,�j https://fortress.wa.gov/lnl/bbip/Detall.aspx?License=HABITFH912D5 4/2/2009 Bond Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Name Number Date Date Date Date Amount Date https://fortress.wa.gov/lnl/bbip/Detall.aspx?License=HABITFH912D5 4/2/2009 Look Up a Contractor, Elect 'in, Plumber or Elevator Professional rise Detail Page 2 of 2 TRAVELERS Until 1 CAS a 105222439 03/06/2009 Cancelled $12,000.00 03/17/2009 SURETY CO Insurance Information loci's: About L&I I Find a job at L&I I Site Feedback I Toll-free Numbers ��;{sjttnktt ri" © Washington State Dept. of Labor and Industries. Use of this site is subject to the laws of the state of Washington. .., Access Agreement I Privacy and security statement I Intended use/external content policy j Staff only link https://fortress.wa.gov/lni/bbip/Deta11.aspx?License=HABITFH912D5 4/2/2009 Company Policy Effective Expiration Cancel Impaired Received Insurance Name Number Date Date Date Date Amount Date 2 FEDERAL GL106587009 04/01/2009 04/01/2010 $1,000,000.0003/25/2009 INS CO 1 FEDERAL GL1065870 04/01/200804/01/2009 $1,000,000.0003/25/2009 INS CO loci's: About L&I I Find a job at L&I I Site Feedback I Toll-free Numbers ��;{sjttnktt ri" © Washington State Dept. of Labor and Industries. Use of this site is subject to the laws of the state of Washington. .., Access Agreement I Privacy and security statement I Intended use/external content policy j Staff only link https://fortress.wa.gov/lni/bbip/Deta11.aspx?License=HABITFH912D5 4/2/2009 City of Port Townsend Development Services Department 250 Madison Street Suite 3 Port Townsend WA 98368 (360) 379-5095 FAX (360) 344-4619 MEMO TO: Patty Voelker, Finance FROM: Scottie Foster Sr CC: Habitat For Humanity DATE: September 22, 2009 RE: Refund for MIP09-011 and MIP09-012 'F✓ On September 17, 2009 Habitat for Humanity paid a total of $300 for two waiver requests as part of their MIP permits. It has now been determined that the waiver requests are not required. Therefore, please refund $300 to Habitat For Humanity Of East Jefferson County, P.O. Box 658, Port Townsend, WA 98368. A copy of the FMS Report is attached for your records. r], • Receipt Number: BLD09-042 948313603 Site Address Fee $3.00 $3.00 $0.00 BLD09-042 948313603 Building Permit Fee $909.75 $909.75 $0.00 BLD09-042 948313603 Energy Code Fee - New Single Family $100.00 $100.00 $0.00 BLD09-042 948313603 Mechanical Permit Fee per Dwelling U $150.00 $150.00 $0.00 BLD09-042 948313603 Plan Review Fee $591.34 $441.34 $0.00 BLD09-042 948313603 Plumbing Permit Fee per Dwelling Uni $150.00 $150.00 $0.00 BLD09-042 948313603 State Building Code Council Fee $4.50 $4.50 $0.00 BLD09-042 948313603 Technology Fee for Building Permit $18.20 $18.20 $0.00 BLD09-042 948313603 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $1,786.79 09-0168 03/11/2009 Plan Review Fee $150.00 BLD09-042 CHECK 5703 $ 1,786.79 Total: $1,786.79 genpmtrreceipts Page 1 of 1 OE?ORT TOw N u �o Receipt Number: 09-0168.. 3/1 F SWASSMERReceipt Date xeeNyameHABITATFOANITY OF EAST.:; Permit ` Parcel ,� �t Fee_Descrlption�,_�,.� � zd:M y�s....l ? tis Amount .� v. yF BLD09-042 948313603 Plan Review Fee Previous Paymen A Receipt # : Receipt Date„;x� e' ;* +�' :.Fee Description 3,i Payment r, ' 'Check;, f ayment Method Number t I Amount CHECK 5669 $ 150.00 Total: $150.00 $150.00 $150.00 Total: $150.00 {.Amou`nt Paid.._ , `.:,.Permit # $0.00 genpmtrreceipts Page 1 of 1 MIP0-oil Q TOS City of Port Townsend PORT Development Services Department r,. BUILDING NUMBER APPLICATION Name of Property Owner: jjk.b; +k4 Mailing Address: PO Z3oK G S� Telephone: 3 6o - 3 -Z 1 -,2$ 17 Property is located in: Addition: Block(s): 116 Lot(s): Faces/Access is from: l .5fi Parcel Number 1416-113-60t Directions to the Property (draw vicinity map on back) If this is a new ADU, has a building permit been applied for? Notes: HOUSE NUMBER ASSIGNED Date of Approval: For Department Use Only: Yes No Date: / �.Z / oZ / JT ✓7—X BET Application Fee Received ($3.00, TC 2200): Copes: ❑ Finance ❑ Sheriff ❑ Public Works ❑ Fire Dept ❑ Police (Lyn) ❑ DSD database bate: Q Post Office ❑ ssessor's Office CITY,' _ DSD For address changes: ❑ Qwest Address Management Center — 206-504-1534 http://ptimaging/DSDBuilding_FormsBuildingPermitPacket/Application-Address Number.doc 6/12/06 Street 21 st St. 3 8 7 1 8 1 4 13 T-2 -�:—1 J_ 6 17 18 1!05 i P, m ©®==I ==I Cf) )qzl zi Sl 21 st St. c: 2 1 4 3 2 1 AML. 27 . L ' 0124 . a, 11141' 7 1300 2 6 8 0#6 CO C) 'd- 4 2 00 U) N C (D 07 8 t , 6 4 1 3 2033 5±110 5 6 7 80 11 7 8 20th St. 4 3 Discovery Rd. 3 2 ,-3 0 2:. rn 5 19th St.