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Home My WebLink AboutBLD08-004CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG �y PERMIT # L->6'6 - 6 TDATE RECEIVED SCOPE OF WORK: BUILDING PERMIT IT City of Port Townsend r Development Services Department WA 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit Type Residential - Single Family - New Site Address 4205 GISE ST Project Description NEW SFR.4 9 Names Associated with this Project Type Name Contact Applicant Frutiger Troy A Owner Frutiger Troy A Permit # BLD08-004 Project Fume NEW SFR Parcel # 947600108 License Phone # Type License # Exp Date * * * SEE ATTACHED CONDITIONS * * * Call 385-2294 by 3:00prn 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. 1 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: 02/11/2008 Print Name—- r, 10 Issued By: SWASSMER Project Information BUILDING ING "ER :T City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Permit Type Residential - Single Family - New Site Address 4205 GISE ST Project Description NEW SFR Fee Information Project Valuation $200,785.59 Site Address Fee 3.00 Building Permit Fee 1,559.35 Energy Code Fee - New Single 100.00 Family Unit Mechanical Permit Fee per Dwelling 150.00 Unit - New Residential Plan Review Fee 1,013.58 Plumbing Permit Fee per Dwelling 150.00 Unit - New Residential State Building Code Council Fee 4.50 Technology Fee for Building Permit 31.19 Record Retention Fee for Building 10.00 Permit Total Fees $3,021.62 Permit # BLD08-004 Project Name NEW SFR Parcel # 947600108 Project Details Decks — Residential (Covered) Dwellings — Type V Wood Frame Private Garages — Wood Frame 245 SQFT 1,957 SQFT 480 SQFT 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. 1 further certify that I am the owner of the property or authorized agent of the owner. Print Name Date Issued: 02/11/2008 Issued By: SWASSMER Project Information BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Permit Type Residential - Single Family - New Site Address 4205 GISE ST Project Description NEW SFR Conditions Permit # BLD08-004 Project Name NEW SFR Parcel # 947600108 10. Property corner survey pins must be located at time of f000ting inspection to verify setbacks. 20. Hours of construction are limited to 7:00 a.m. to 6:00 p.m. Monday through Friday; prohibited on weekends and national holidays. Any exceptions made necessary by special and unusual circumstances must be approved by the City in writing. 30. Temp. erosion control measures must be installed and maintained prior to approval of any building inspections. 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 1 am the owner of the property or authorized agent of the owner. Print Name Date Issued: 02/11/2008 Issued By: SWASSMER . -1-4 - - 4 ILD f14R rr FINDINGS, CONCLUSIONS AND RECONINIENDATION OF THE PLANNING COMNUSSION Date: May 14, 1998 RE: Duncan's Hilltop Preliminary Plat Application LUP No. 97-00003 After respectful consideration of the above -referenced application and after timely notification and hearing, the Port Townsend Planning Commission hereby submits to the City Council the following findings, conclusions and recommendation: FINDINGS L Application has been made to replat approximately three acres of the H.L. Tibbals Jr. First Addition, creating fifteen lots where twenty-two platted lots currently exist. Pursuant to Title 18, Land Divisions, of the Port Townsend Municipal Code (PTMC) a full subdivision is required to replat more than nine lots of record. A vicinity map and preliminary plat are attached as Exhibits A and B. - 2. The site is generally located 1/2 mile southerly of the intersection of 49th and Jackman, approximately 1/4 mile southwesterly of the Jefferson County Fairgrounds in the City of Port Townsend; Section: 34, Township: 31 N; Range: 1 West (Exhibit A. Vicinity Map). It is bounded by developed 43rd Street on the north, platted 41st Street to the south, and platted Wilson Street to the west. These streets have a platted width of 60- feet. An unnamed 30 -foot right-of-way is platted along the project's eastern boundary. As originally platted in 1888, the Duncan property consists of twenty-two lots ranging in size from 5,000 to 6,333 square feet. The proposal is to reorient and consolidate the twenty-two (22) platted lots of record and a portion of platted 42nd Street to create fifteen (15) single-family home sites (Exhibit B, Preliminary Plat). The platted dimensions of Wilson, Gise, 41st, 43rd, and the unnamed 30 -foot right-of-way would not be altered by the proposal. Lot sizes would range from 8,924 to 9,393 square feet in size.. Copied To0 Q ok Findings and Conclusions of the Planning Commission Duncan's Hilltop Preliminary Plat Page 2 of 12 Proposed improvements include development of Gise and Wilson Streets between 41st and 43rd Streets and construction of trails. As shown on the "preliminary plat; the trails would connect with previously approved trail easements within theLynnesfield PUD to.. the east, extend west along 41st Street to Wilson Street, and north within the 30 -foot unnamed right-of-way to 43rd Street. 4. Clearing, grading, paving and installation of utilities may be completed in two phases. Phase I would include development of Crise Street between 41st and 43rd Streets. Phase II would include development of Wilson Street between 41st and 43rd Streets. Legally, the property is described as Blocks 43, 44, 52, and 53 of the H.L_ Tibbals Jr. First Addition. The subject property has recently been "down -zoned" to R-1, single-family residential with a minimum 10,000 square foot lot size (effective date April 7, 1997). However, the Duncan applicati67ii--wasdeeined complete on March 21, 1997 and therefore vested under the previous zoning (R -IA) which allows a 5,000 square foot rm. ini u n lot size. Proposed lots, ranging from 8,924 to 9,393 square feet, comply with the lot size and dimensional requirements of the RIA zoning district. 7. Land use existing on-site consists of two single-family homes (one on Lots 7 and 8, and one on Lots 5 and 6 of Block 44). A third single-family house is currently under construction on Block 52 subject to a restrictive covenant (Exhibit C) and mitigation measures required by MDNS 97-00003 (Exhibit D). The remainder of the property is forested. Proposed replatting would not result in any nonconforming setbacks. 8. Proposed development within the Duncan Hilltop Plat would be compatible with the existing and planned character of the neighborhood. Zoning classifications and land uses of the surrounding properties are depicted on the vicinity map (Exhibit A) and are described as follows_ North and West: Platted, undeveloped lots zoned R-1, (single-family residential with a 10,000 square foot minimuni lot size). South: Platted, undeveloped lots zoned R-2 (single-family residential with a 5,000 square foot minimum lot size). East: Twenty-three acres abutting the site to the west, are currently under construction in conformance with an approved Planned Unit Development (PUD). At buildout, Lynnesfield PUD will consist of 34 multi -family units and 66 single-family units with about Findings and Conclusions of the Planning Commission Duncan 's Hilltop Preliminary Plat Page 3 of 12 2.5 acres of active recreational uses (e. g. trails, playfield) and 3.5 acres of passive open space. Single-family lot sizes within Lypnesfield range in size, from 5,000 to 10,700 square -feet. Topographically, the site can be characterized as an east -facing hillside. Elevations range from about 140 -feet above mean sea level (AMSL) in the southwest corner, to about 84 feet AMSL at the northeastern corner of the site. The majority of the site has a slope gradient of less than 15%. On limited portions of the proposed lots, slopes of 15-23% can be found. The steepest portion of the site is the south half of Block 43 and portions of the 41st Street right-of-way between Wilson and Gise Streets where slopes are about 236/o 10. As slopes on portions of the site are greater than 15%, a geologic evaluation was required to determine if the slopes are geologically hazardous areas as defined by Chapter 19.05 PTMC, Environmentally Sensitive Areas. The geological evaluation found that the slopes are not geologically hazardous areas (Evaluation of the Geological and Geotechnical Site Conditions Proposed Re -Subdivision, H.L. Tibbals Jr., 1st Addition, Blocks 43, 44, 53, and 54 prepared by Engineering Geological Services, dated February 5, 1998, amended March 10, 1998). No geologic conditions that would be detrimental to the development or to the surrounding lands or residences were found 11. Proposed development is consistent with the residential land use designation of the City of Port Townsend Comprehensive Plan and Land Use Map (as noted previously, the Duncan application vested under the previous R- IA zoning district). 12. Pursuant to Title 18 of the PTMC and Chapter 58.17 RCW, utilities and other public services necessary to serve the needs of the proposed subdivision must be made available, including but not limited to transit facilities, streets, other public ways, potable water, sanitary sewers, and stormwater facilities. All such facilities must comply with the specifications set forth in the city's Engineering Design Standards. A statement of existing conditions, and proposed improvements follows: Transit Existing conditions: The closest stop to the Duncan plat is located at 49th and Jackman, about .4 miles distance. Required transit facilities: Jefferson Transit expressed concern over the street design as it effects operation of Jefferson Transit's paratransit service (Exhibit E). The plan indicates that both Gise and Wilson Streets terminate at 41st Street with hammerhead turnarounds. This style of turnaround would require transit operators to make a three-point turnaround which is a `very unsafe (dangerous) maneuver". Jefferson Transit requests that 41 st Street be paved between Wilson and Gise Streets as part of the project. Findings and Conclusions of the Planning Commission Duncan's Hilltop Preliminary Plat Page 4 of 12 The city's engineering design standards requires transit serviceable site plans and transit supportive features for all new developments, when appropriate and feasible (Chapter 6, Transportation). Development of 15 homes will increase the demand for transit and delivery/service vehicles (e.g., emergency vehicles, mail trucks, garbage trucks, etc.). The city concurs with Jefferson Transit that the proposal does not provide transit supportive features. As a condition of preliminary plat approval, the applicant shall be required to develop 41st Street between Wilson and Gise. Vehicular- Access Existing conditions: From the intersection of Jackman and 49th Streets, the site can be reached by driving south on Jackman; west on 45th Street, south on Erin Street, and west on 43rd Street (Exhibit A, Vicinity Map). Developed 43rd Street forms the northern boundary of the project. Unopened rights-of-way abutting or within the subdivision include 41st, 42nd, Gise, and Wilson Streets. All of the streets within the development are designated as local access streets by the' Port Townsend Public Works Department. Tlz�Required vehicular access: Prior to issuance of a final plat for Phase I the developer shall construct Gise Street. between 41st and 43rd Streets to city engineering standards. Prior to issuance of a final plat for Phase II the developer shall construct Wilson Street IE4between 41st and 43rd Streets, and 41st Street between Wilson and Gise Streets to city engineering standards. ntn ri' ed Patl wa Existing conditions: Policy 5.5 of the Transportation Element states: "Walkways and bikeways should be required where appropriate in planned unit development (PUD), subdivision and plat approvals. " A trail system has recently been approved within the Lynnesfield PUD to the east. This system is used for recreation and also provides students with a safe walking route to the Blue Heron Middle School. One of the Lynnesfield trail easements deadends at 41st Street and the eastern boundary of the Duncan property. Duncan proposes to connect to the Lynnesfield trail system at 41st Street and extend the trails west along 41st Street to Wilson Street, and north within the 30 -foot unnamed right - of --way to 43rd Street (Exhibit B, Preliminary Plat). Required sidewalks and nonmotorized pathway improvements: Trail construction is necessary to provide safe walking conditions for future residents of the Duncan Hilltop Plat. Trails connecting to previously approved trail easements within the Lynnesfield PUD Findings and Conclusions of the Planning Commission Duncan 's Hilltop Preliminary Plat Page S of 12 and extending west along the north side of 41st Street (thereby minimizing potential conflicts with future driveways) to Wilson Street, and north within the 30 -foot unnamed right-of-way to 43rd Street. Trails shall be constructed of a hard surface suitable for multi -use. In addition to providing safe walking conditions for students residing in the proposed development, the proposed trail within the unnamed right-of-way would serve as passive recreation and open space. Water Existing conditions: The proposed development is served by one eight -inch water line within 43rd Street that connects to a six-inch line in Holcomb Street. Required water connections: Prior to issuance of a final plat for each phase, the developer shall construct a water main from 43rd Street west along Gise (Phase I) and Wilson Streets (Phase H) to 41st Street. These water lines must be looped with proper valving, air release, etc_, around the project site so that there are no dead end lines. T�i Hydraulic analysis will be required as part of the Street and Utility Development Permit application. To ensure adequate and reliable water service, a second water tie-in to the south end of Jackman Street may be required by the Director of Public Works if adopted standards cannot be met. The route of the tie-in would generally follow the northern boundary of Lynnesfield PUD from 43rd and Erin Street to Jackman Street. Sewer Existing conditions: An eight -inch sewer main exists within 43rd Street. Required sewer service: Prior to issuance of a final plat for each phase, the developer shall design and construct sewer Imes in substantial conformance with the city's engineering design standards and within the general alignment shown on the preliminary plat; generally described as extension of the sewer main from 43rd Street west along Gise (Phase I) and Wilson Streets (Phase II) to 41st Street. Maintenance holes are required at the terminus of the mains. t rmr�rate Existing conditions: The site currently drains northerly and easterly toward 43rd Street, northerly to 45th Street and downhill into the underground system in Jackman Street, contiguous to the County Fairgrounds. From here, water is conveyed to Lynnesfield detention pond and the adjoining Happy Valley wetlands. Test pits dug on the site indicate that soils are sandy and well drained. r Findings and Conclusions of the Planning Commission Duncan's Hilltop Preliminary Plat Page 6 of 12 Required stormwater facilities: A preliminary stormwater plan has been conceptually approved by the City Engineer. Runo$'from streets would be infiltrated in infiltration trenches parallel to Gise and Wilson Streets following pretreatment in biofiltration swales. Construction of on-site stolmwater facilities for,each residence will be required as part of each. buuildin�t. As the stormwatear plan proposes to inf orate a s ormwat_er on site, there would be no increase of flow to Lynnesfaeld detention pond or Happy Valley wetland over existing conditions. The applicant shall submit a final stormwater plan prepared in accordance with the if! Department of Ecology Stormwater Management Manual for the Puget Sound Basin, the city's stormwater ordinance (Title 13 PTMC), and the city's Engineering Design Standards (EDS) and shall construct the improvements for each phase prior to final plat of each phase. dire"�:p-t essi( to Existing conditions: A fire hydrant currently exists at the comer of Wilson and 43rd Streets. The proposed development is served by by one eight -inch water line within 43rd Street that connects to a six-inch line in Holcomb Street. Pursuant to required mitigation measure 43 of the MNDS, a hydraulic analysis must be preformed as part of the street and utility development permit design process confirming that minimurn fire flow rates can be met. Emergency vehicle access to this area is limited. Currently, the only route to the site is via Jackman and 49th, uphill on 43rd Street. The city fire department and Public Works Director recommend that the applicant sign a No Protest Agreement regarding the formation of a local improvement district (LID) for the future construction of streets which provide a second access to the site. �f Required fire suppression: Per the city's engineering design standards, all residences must be within 250 -feet of an accessible fire hydrant. The applicant proposes two fire hydrants, one at the comer of Wilson and 43rd Streets and the second at the comer of Gise and 41st Streets. 13. The applicant also owns Lots 1-3 inclusive of Block 54 and Lots 1 and 2 of Block 38 of the H.L. Tibbals Jr. First Addition. These lots have not been included in the proposed replatting. In accordance with recently adopted zoning, three homes could be constructed on Block 54 which is zoned R -II (toini oum 5,000 square foot lot size). One home could be constructed on Lots 1 and 2 combined of Block 38 which is zoned R-1( ` ' um 10,000 square -foot lot size). Findings and Conclusions of the Planning Commission Duncan's Hilltop Preliminary Plat Page 7 of 12 14. An environmental checklist pursuant to the Washington State Environmental Policy Act (SEPA) was submitted with the application for Rill subdivision. The environmental review indicated a probability of significant adverse environmental impacts from the proposal, which could be mitigated. Recommendations and conditions were agreed upon to mitigate adverse environmental impacts disclosed during SEPA review. A Mitigated Determination of Nonsignificance (MDNS) was issued by the Director of Building and Community Development on January 21, 1998 (Exhibit D, NMNS 97-00003). A final MDNS was issued May 5, 1998 responding to comments submitted by Jefferson Transit (Exhibit E). Looping of the street system was required to mitigate the developments increased demand on transit and delivery/service vehicles (e.g., emergency vehicles, mail trucks, garbage trucks, etc.). 15. The subject property is not located within an identified flood hazard area as determined by the Federal Emergency Management Agency (FEMA). 16. A Notice of Application (NOA) was duly noticed pursuant to Chapter 20.01 PTMC. No letters were received in response to the NOA. CONCLUSIONS As conditioned, the proposed subdivision conforms to all applicable city, state and federal zoning, land use, environmental and health regulations and plans, including but not limited to the following: a. Port Townsend Comprehensive Plan (Per Finding 11); b. Port Townsend Zoning Code (Per Findings 6 and 7),- c. );c. Engineering design standards (Per Finding 12); d. Environmentally Sensitive Areas Ordinance (Per Finding 10); 2. Proposed lots are to be served with domestic water via the City of Port Townsend public water supply and sewage disposal via the City of Port Townsend public sewer system Safe walking conditions would be provided via development of Gise and Wilson Streets to city standards and construction of a trail along the north side of 41st Street and within the unnamed right-of-way. As conditioned, utilities and other public services necessary to serve the needs of the proposed subdivision shall be made available, including open spaces (i. e., trail along unnamed 30 -foot right-of-way), drainage ways, streets, alleys, other public ways, potable water, transit facilities (i.e., looping of the street system), sanitary sewers, and other improvements that assure safe walking conditions for students who walk to and from school (i.e., proposed trails). Findings and Conclusions of the Planning Commission Duncan's Hilltop Preliminary Plat Page 8 of 12 3. Probable significant adverse environmental impacts of the proposed subdivision, together with any practical means of mitigating adverse impacts, have been considered in Final MDNS 97-00003 such that the proposal will not have an unacceptable adverse effect upon the quality of the environment, in accordance with Chapter 19.04 PTMC and Chapter 43.21C RCW; 4. As conditioned, approval of the proposed subdivision will serve the public use and interest and adequate provision has been made for the public health, safety, and general welfare. The Planning Commission hereby recommends, by a vote of 5 in favor and 0 opposed with 0 abstaining, that the preliminary plat application by James Duncan to subdivide approximately three acres into fifteen residential lots as described in LUP 97-00003 be PRELIMLNARMY APPROVED subject to the following CONDITIONS: (REVIEWERS NOTE: To facilitate monitoring of project compliance, the following conditions incorporate outstanding MDNS mitigation measures). GENERAL 1. A copy of these conditions/mitigation measures shall be given to and read by the project designer for preparation of final design drawings, and to the contractor and all sub- contractors prior to beginning construction. A list of these conditions/mitigation measures shall be prominently posted on-site during construction in a waterproof container or bag. 2. , Trails shall be open to the public at all times. HASI1f G 3. Clearing, grading, paving and installation of utilities may be completed in two phases: a. Phase I - development of Gise Street between 41st and 43rd Streets and construction of a trail along the unnamed right-of-way between 41st and 43rd Streets. b. Phase H - development of Wilson Street between 41st and 43rd Streets; and 41st Street between Gise and Wilson Streets (including a trail on the north side of 41st connecting Wilson Street with trail easements in the Lynnesfield PUD). The applicant shall complete infrastructure improvements necessary to support the proposed development in each phase prior to issuance of a final plat. Findings and Conclusions of the Planning Commission Duncan's Hilltop Preliminary Plat Page 9 of 12 PRIOR TO ISSUANCE OF A DEVELOPMENT PERMIT (e.g., street development and utility permit or clearing and grading permit, building p ermit) 4. The applicant shall contact the Department of Natural Resources to determine if a Forest Practices Application is required for the subject development. If required, an FPA shall be obtained prior to issuance of a development permit by the city. 5. The developer shall submit for review and approval, final engineering design drawings with a Street and Utility Development Permit application prepared in accordance with the City's Engineering Design Standards (EDS) which generally conform with the preliminary design alignments in the site plan submitted by Michael J. Anderson, Civil Engineer and as described herein, including: a. All utility and street development plans. b. A hydraulic analysis shall be performed by the applicant to confirm ininitnum fire flow rates can be met. To ensure adequate water service, a second water tie-in to the south end of Jackman Street may be required by the Director of Public Works. The route of the tie-in would generally follow the northern boundary of Lynnesfield PUD from 43rd and Erin Street to Jackman Street. ~12( c. All water lines must be looped with proper valving, air release, etc. ,4d, For sewer, maintenance holes (rather than lampholes as shown on the drawings) are required in the locations generally shown in the preliminary site plan and at the terminus of the sewer lines. e. Provision of fire hydrants spaced no more than 250 feet from any residence. f. Trail plans for approval by the Director of Public Works - The trail shall connect with previously approved trail easements within the Lynnesfield PUD to the east, extend west along the north side of 41st Street to Wilson Street, and north within the 30 -foot unnamed right-of-way to 43rd Street. Trails shall be constructed of a hard surface suitable over a minimum of 4 inches of compacted base coarse and geotextile and shall be suitable for multi -use with a minimum width of six feet, unless other standards are approved by the Director. Trails should meander around trees to minimise tree loss. Bollards/blockades and signage shall be erected where the trails intercept roads. Findings and Conclusions of the Planning Commission Duncan 's Hilltop Preliminary Plat Page 10 of 12 /The applicant shall prepare and submit for review and approval, a final stormwater management plan, temporary erosion and sedimentation control plan (TESC) and any necessary design and construction drawings prepared in conformance with the City's Engineering Design Standards (EDS) and the Department of Ecology Stormwater Management Manual for the Puget Sound Basin. The final stormwater plan shall include but is not limited to: 1) plan and profile views of all storm drain facilities 2) elevations of all flow lines, rims, grates, or lids, orifices, etc.. 3) cross-section for swales 4) swale seed mix and application rate 5) compliance with temporary erosion and sediment control standards 6) required general notes 7, Pursuant to the MDNS (Exhibit D), if material is to be exported from the site, the location of deposition must be determined by the proponent and approved by the Building and Community Development (BCD) Director prior to issuance of a grading permit. DURING CONSTRUCTION The applicant is responsible for maintenance of temporary erosion and sediment control during construction in accordance with City and State standards. 9. Pursuant to the city's EDS, hours of construction will be limited to between 7:00 a.m. and 6 p.m. Monday through Friday, and prohibited on Saturdays, Sundays. Any exceptions made necessary by special and unusual circumstances must be approved by the city in writing. M Pursuant to the MDNS (Exhibit D), the applicant shall haul all trash and recyclable wood and vegetative debris to the Port Townsend Biosolids Composting Facility. Burning shall be limited to stumps and other non -recyclable vegetation. The applicant shall obtain a commercial burning permit from the City of Port Townsend Fire Department. In addition to restrictions imposed by the fire department, the applicant agrees to sort the construction waste and allow the bush pile to dry (i.e. no burning of green vegetation). The applicant assumes all responsibility for any and all smoke or fire damage which results from burning on-site. 11. To mitigate potential impacts to archeological resources which may be discovered during excavation, work should be stopped immediately if such materials are discovered and the State Historic Preservation Officer contacted immediately. Work should not resume until approval is obtained from the Director of Building and Community Development. M Findings and Conclusions of the Planning Commission Duncan's Hilltop Preliminary Plat Page 11 of 12 PRIOR TO FINAL PLAT APPROVAL 12. The applicant shall complete infrastructure improvements necessary to support the proposed development in each phase prior to issuance of a final plat for that phase as indicated in PHASING, above. 13. All stormwater, utility, trail and street improvements must be installed in accordance with approved plans to the satisfaction of the Public Works Department. "As built" drawings must be submitted and approved by the city for all infrastructure improvements. The applicant shall sign a No Protest Agreement regarding the formation of a local improvement district (LID) for the future construction of an appropriate secondary access to the site. This document shall be recorded with the Jefferson County Auditor's Office and referenced on the face of the plat. .,, The applicant shall pay the permit administration account balance in fiill. 16. A final plat application including fees, the original and two copies of a final plat and accompanying documents meeting all requirements of Chapter 58.17 RCW and Chapter 18.16 PTMC shall be submitted to the Building and Community Development Department. The face of the final plat shall reference associated recorded documents. WITH EACH BUILDING PERMIT 17 18 Design and construction of on-site stormwater facilities for each residence shall be required. Residential development shall comply with the rules and regulations in effect at the time of application for a building permit (e.g., bulk, height and dimensional requirements). "I°Imm1ER REQUIREMENTS 11�cl Power and telephone lines must be placed underground where feasible, as determined by the Public Works Director. 20. The applicant shall comply with all applicable federal, state, and local laws and regulations in effect at the time of application for development permits (e.g. street development permit, clearing/grading permit, building permit), and in the event any of the foregoing conditions is in conflict with any such law or regulation, the more restrictive shall apply. Findings and Conclusions of the Planning Commission Duncan's Hilltop Preliminary Plat Page 12 of 12 EXPIRATION 21. A final plat for each phase meeting all requirements of Chapter 58.17 RCW and Chapter 18.16 PTMC shall be transmitted by the director to the city council within five (5) years of the date of the preliminary plat approval. No extensions shall be granted. The plat granted preliminary approval but not filed for final plat approval within the applicable time period shall be null and void. BCD shall not be responsible for notifying the applicant of an impending preliminary plat. expiration. Respectfully submitted on behalf of the Port Townsend Planning Commission, Craig J0 I.II's Review C v r: ;mute NOTICE OF RIGHT TO APPEAL Pursuant to Subsection 20.01.300 of the Port Townsend Municipal Code, an applicant or other party of record who may be aggrieved by the planning commission recommendation may appeal to the City Council; provided, that a written appeal in conformance with PTMC 20.01.310 is filed within 14 calendar days after the notice of the decision. DUNCAN.FNC Development Services Voextr�et", ,, ., porj T wrrs nd '" 98661 Phone, 3 0-3 9 $(f95 619 � w Www.city4pt.0 Residential Building Permit Application Project Address: Parcel # Legal Description or Tax Addition: "fit Block:. Lot(s ):.. Project Description: Applications accepted by mail must include a check for initial plan review fee of $150 See the "Residential Building Permit Application Requirements" for details on plan submittal requirements. Property Owner: Name. _......... ".. �.. t ......- Address: ---- -- City/SUZip: ..--Wk. -2c ...._. Phone:,(�__.__� ...._-_ �_ � .�......_ Email Aft-.... Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name:.......I Project Valuation: $ d 0900 Building Information (square feet): 1 Sc floor..... ......... Garage: 2nd floor - -,,J .e ......_ Decks):_,- ---.—..-... 3`d floor Porch (es) Basement: Is it finished? Yes No CarportOther:.��_.��.....�.�.�....�.�......._......�.�_ :...��.�.�.�.�.�.�.�....�.�.�.�_��.�.�..__� Manufactured Home ❑ ADU ❑ Ne Addition ❑ Remodel/Repair ❑ I hereby certify that the information provided is coltrec1..(ttAJ am eith6e the and that all activities associated with this permit will be in accordance with Print Name: 6'4 � . 1 ' °Ilt m 4i I■r' � ' orized to act on behalf of the owner d the Port Townsend Municipal Code. Date: 9/ ),. 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. /Residential permit application. Washington State Energy & Ventilation Code forms Two (2) sets of plans with North arrow and scaled, no smaller than %" = 1 foot: ❑ A site plan showing: A! Legal description and parcel number (or tax number), ,2, Property lines and dimensions Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey On-site parking and driveway with dimensions Street names and any easements or vacations % Location and diameter of existing trees T Utility lines If applicable, existing or proposed septic system location Delineated critical areas boundaries and buffers Foundation plan: v j. Footings and foundation walls ,'. Post and beam, sizes and spans ': Floor joist size and layout /f. Holdowns Foundation venting 71 Floor plan: /f':' Room use and dimensions ,2 Braced wall panel locations Smoke detector locations Attic access ,5Plumbing and mechanical fixtures ,@. Occupancy separation between dwelling and garage (if applicable) Window, skylight, and door locations, including escape windows and safety glazing ❑ Wall section: Footing size„ reinforcement, depth below grade Foundation wall, height, width, reinforcement, anchor bolts, and washers Floor joist size and spacing Wall stud size and spacing Header size and spans Wall sheathing, weather resistant barrier, and siding material Sheet rock and insulation Rafters, ceiling joists, trusses, with blocking and positive connections Ceiling height . 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 Qf engineered, one set of plans must have one original signature For new dwelling construction, Street & Utility or Minor Improvement application Kirk Boike ARCHITECT 0 4601 Mason StreE't 0 PortTownsend WA 98368 + 360 385 6140 architect@surfbest.net 2007 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 derailed. Seismic zone: D2 Snow load: 30psf Exterior deck load: 65psf (DL+LL) DL (hay storage, if applic.): 125psf DL(other): 20psf Wind speed: 100mph, exposure "B" Wind loading: 24psf Weathering probability: Moderate Frost line depth: 18' Termite infestation prob.: Slight to Moderate Decay probability: Slight to Moderate Winter design Temp.: 20 degrees F Soil bearing: 1500psf vertically; 100psf/ft (bearing), 130psf (sliding) laterally Calculator: Hewlett Packard 12c with RPN data entry Sincerely, Kirk Boike, Architect #6528 expires: 30 April 2008 Sincerely, Kirk �w .��. 1 if . .............. �F,, C TY O f f I'I 'G fou, I..JI) Kirk Bolke ARCHITECT *A601 Mason Street 0 PortTownsend WA,98368 * 360 385 6140 A, arqh�ftect �.nt -A 6528 REGISTERED itT v"IR 601a", STATE OF WASHINGTON T 01- 60 v AT, 5 9 2"1 iX3)15) 2�Sabo! o bo S IZ580 2 IZ65 j0/z0 -bs 4 o ] � (s-4y 40 3,540 4 t5 (t)(i} 13 its® 3a-1_. c, %,rb m) 2SO4 (014A 194c 0 SHEAR-WALL SCHEDULE ® 15/32" C-C; C-D SHEATHING w/ 8d's c@ 6" O.C. (260) 15132" C-C; C-D SHEATHING w/ 8d's @ 4" O.C. (380) ® 15/32" C-C; C-D SHEATHING w/ 8d's @ 3" O.C. (490) 15/32"C-Ch C-D SHEATHING wl 8d's Q 2" O.C. (640) w/ DOUBLE FRAMING @ PANEL EDGES. HOLD-DOWN SCHEDULE I SIMPSON CMST 14/16 (6490,4585) SIMPSON HTT22, OR PHD5.SDS3, OR HDU5-SDS2.5 (5250,4685,5430) <- SIMPSON HD8A, OR PHD6-SDS3 (6465,5860) <» SIMPSON HDQ8-SDS3, OR HDQ11-SDS2.5 (7175,11445) T- V-S u ` F `` 4-40 V•! = 13 ? r4 D M = 2-0 (o 1 O 5 YiYY2 5" 12 , 0" Ca L B m W=1l4� \144, losrD " = u Isto -7 C5 Wt S21-40 iV -- '5051 0 IzIrD w -- I BOO 771, .,Zai o g -1, Sl co -4c, fr-r(, 0"V (c, ) ff .4-1 i, tr— , w � 0 z Klrj Boike ARCHITECT 4601 Mason Street Port Townsend, WA 98368 360.365.6140 architect@surfbost.net Description RW Restrained Retaining Wall Design Criteria Soil Data Footing Strengths & Dimensions arnsarr Retained Height = 5.50 ft Allow Soil Bearing = 1,500.0 psf fc - 2,400 psi Fy = 30,000 psi Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Min. As % 0.0014 _ - Total Wall Height6 .0 0 ft Heel Active Pressure 0.0 Toe Width = 0.50 ft 83.3 psi Reaction at Top = Toe Active Pres;-ure 0.0 Heel Width = 1.50 Top Support Height = 6.00 ft Passive Pressure = 0.0 Total Footing Widtt 2W. - - e f'w".._. Center Water height over heel - 0.0 ft Rebar Depth 'd' = 4.00 in Slope Behind Wal 0.00: 1 FootingIlSoil Frictiof = 0.300 Footing Thickness _ - 9.25 in Height of Soil over Toe = 0.00 in Soil height to ignore Key Width = 0.00 in Soil Density = 110.00 pcf for passive pressure = 0.00 in Key Depth = 0.00 in 1,318.9 ft -0 1,318.9 ft-* 1,318.9ft-# Key Distance from Toe 0.00 ft Wind on Stem 0.0 psf Shear.... Actual Cover @ Top = 3.00 in Btm.= 3,00 in ....... .......... . .. Surcharge Loads Shear..... Allowable - �.. Uniform Lateral Load Applied to Stem Ad... � Jacent Footing Load 83.28 psi Surchar a Over Heel = 0 0 psf Lateral Load = 0.0 #/ft Adjacent Footing Load = 0.0 lbs >>>NO " UW To Resist Sliding 8 Overturn = ...Height to Top 0.00 ft Footing Width 9 0.00 ft Surcharge Over Toe - 0.0 psf -Height to Bottorr = 0.00 ft Eccentricity =0.00 in NOT Used for Sliding & Overturning -or- Not req'd, Mu < S ' Fr Wall to Ftg CL Dist = 0.00 ft Ax all l d Applied to St em Footing Type Line Load Base Above/Below Soil 0.0 ft Axial Dead Load= 300.0 lbs at Back of Wall Axial Live Load = 900.0 lbs Axial Load Eccentricity 0.0 in Concrete St.��... em Construction Total Bearing Load = 2,508 lbs Thickness - 8.00 in Fy = 30,000 psi .,.resultant ecc. = 0.01 in Wall Weight = 96.7 pcf fc = 2,400psi Soil Pressure (83 Toe = 1 258P sf OK Stem is FIXED to top of footing Soil Pressure @ Heel = 1,250 psf OK Allowable - 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,896 psf ACI Factored @ Heel = 1,885 psf Footing Shear C Toe = 12.6 psi OK Footing Shear @ Heel 12.2 psi OK Allowable 83.3 psi Reaction at Top = lbs Reaction at Bottom = 0.0 lbs Slidin�g� Calca Slab Resists All Sliding.! Lateral Sliding Force 0.0 lbs .. ., _ . ......., .w. ..... . �... Footin Desi n Results r Mmax Between Factored Pressure 1,885 psf Mu': Upward = 237 0 ft-# Mu': Downward = 20 350 ft-# Mu: Design 217 350 ft-# Actual 1 -Way Shear = 12.56 12.18 psi Allow 1 -Way Shear = 83.28 83.28 psi Mmax Between Top Support Top & Base Base of Wall Stem OK Stem OK Stem OK Design height = 6.00 ft 0.00 ft 0.00 ft Rebar Size = ... # 4 # 4 Rebar Spacing = 16.00 in 16.00 in 16.00 in Rebar Placed at - e f'w".._. Center Center Rebar Depth 'd' = 4.00 in 4.00 in 4.00 in Design Data fb/FB + fa/Fa - 0.000 0.000 0.000 Mu .... Actual = 0.0 ft-# 0.0 ft-# 0.0 ft-# Mn` Phi,.... Allowable 1,318.9 ft -0 1,318.9 ft-* 1,318.9ft-# Shear Force a this height = 0.0 lbs 0.0 lbs Shear.... Actual = 0.00 psi 0.00psi Shear..... Allowable = 83.28 psi 83.28 psi Rebar Lap Required = 12.00 in 12.00 in Rebar a abedment into footing 6.00 in Other Acceptable Sizes & Spacings: Toe: None Spec'd -or- Not req'd, Mu S " Fr Heel: None Spec'd -or- Not req'd, Mu < S ' Fr Key: No key defined -or- No key defined Kirk Boike ARCHITECT 4601 Mason Street Port Townsend, WA 98368 360.385.6140 architect@surfbest,net Restrained Retaining Wall Design Description RW Summary of Forces on Footing Slab RESISTS sliding, stem is FIXED at footin --Forcos acting on footing for soil pressure »a Sliding Forces ere restrained by the adjacent slab Load & Moment Summary For Footing : For Soil Pressure Coles Moment @--Top of Footing Applied from Stem ft Surcharge Over Heel lbs ft ft-# Axial Dead Load on Stem 1,200.0 lbs 0.83 ft 1,000.0 ft-# Soil Over Toe lbs ft ft-# Surcharge Over Toe lbs ft ft Stem Weight = 580.0 lbs 0.83 ft 483.3 ft-# Soil Over Heel 504.2 lbs 1.58 ft 798.3 ft-# Footing Weight 223.5 lbs 1.00 ft 223.5 ft-# Total Vertical Force 2 t 07.71bs Base Moment = 2,505.1 ft-# Soil Pressure Resulting Moment ■ 2.Qt-# �ozio*4� -9r f�-, -ro 44pv, ...... .... C4&LV 24 INCH; LATERAL RESTRAINT PANEL Prescriptive Approach - Simple Form For the Washington State Energy Code (2004 Second Edition) Climate Zone 1 Site Information Lot: 'l Address: City: State: - ,dip: �.. Contact: I f Phone: 62� Phone 2: Fax: Building Department Use Only pp Permit #:,D Notes: Table 6-1 PRESCRIPTIVE REQUIREMENTS 0" FOR GROUP R-3 OCCUPANCY CLIMATE ZONE 1 Glazing ---Glazing U -Factor 9 Wall Wall Wall Slab' Area" Option p % of Floor DoorInt Vertical Overhead a U -factor Ceiling z Vaulted g Ceiling Above Grade Below ExO Below FtoorS On Grade Grade Grade IV, Unlimited Group R-3 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 Occupancy Only See the code text for footnote references This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6-1, Option IV. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the followin 0 602.6 Exception 1. Doors with a U -factor Location of the door(s) taking this exception ❑ 602.6 Exception 2. One door, that is 24 fl Location of the door taking this exception -..,.... Copied by permission from the Washington State University Cooperative Extension Energy Program Copyright 2006 WSUEEP06-016 Prescriptive — Simple Form — Climate Zone 1 8/8/2006 0 7c CL 5 < 5 m<m mCL<m LLI U = LJ to x v) SUN z <za L� ZC) L" o Fn W 2 LmIj _(D zLL] Q ;8�4 3 L11 (.D ^�O zm zm, LLJ z mo go CO) z �m tl :ib4.1 Ln L -Li ais -7 3 .69 j4.62 N L r MOO C) -LO-001 30 OC Ln Q0 CL uj Li QD v) �0.00L Z0,00L, c;l P --,t Zia In 0: w CL Z0,00 L N-) WOOL L LC rn g Z� co Go _� In . Lo 00 COWL oc I x" 0� __j 'rC7. �m 2L n- t, —oS_ — - — 180is 4S L_7 tl F z I 0 Cl- N 89* 15' 09" E i S purt 0 00 � 'nl� Lj 0: w CL Z0,00 L N-) WOOL L LC rn g Z� co Go _� In . Lo 00 COWL oc I x" 0� __j 'rC7. �m 2L n- t, —oS_ — - — 180is 4S L_7 tl F z I 0 VORI 7'0 Receipt Number: 15,8 Receipt,Date:, 02111t2008 Cashier: S'tl ASSMER Payer/Payee Name: IGERTROY A 79", BL D08-004 BL D08-004 BL D08-004 BL D08-004 BL D08-004 BL D08-004 BL D08-004 BL D08-004 Parcel Fee Description 947600108 Plan Review Fee 947600108 Technology Fee for Building Permit 947600108 Energy Code Fee - New Single Fam it 947600108 State Building Code Council Fee 947600108 Plumbing Permit Fee per Dwelling I. 947600108 Building Permit Fee 947600108 Record Retention Fee for Building P 947600108 Site Address Fee Original Fee Am ount Fee Amount Paid Balance $1,013.58 $1,013.58 $0.00 $31.19 $31.19 $0.00 $100.00 $100.00 $0.00 $4.50 $4.50 $0.00 $150.00 $150.00 $0.00 $1,559.35 $1,559.35 $0.00 $10.00 $10.00 $0.00 $3.00 $3.00 $0.00 Total: $2,871.62 Previous Payment History Receipt # Receipt late lee Description 08-0010 0110712008 Mechanical Permit Fee per Dwelling Unit - I P aymarat Check> Paymahut. Method Number Amnount CHECK 1129 $ 2,871.62 Total $2,871.62 Am ou rat Palau Pair maI°a it 1i" $150.00 BLD08-004 genpmtrreceipts Page 1 of 1 9OR, Receipt Number. 08-01% sr W 6 ceipt ;: Ot1071 0 8 Cashier; SPOSTER Peri`a YO eNamle-FRUTIGERTkOYA Original Fee Ainount'' Fee Permit � "� mcet` Fee Description, � Alan ou6t, Paid Balance, BLD08-004 947600108 Mechanical Permit Fee per Dwelling $150.00 $150.00 $0.00 Total: $150.00 Pr"vJC9us P e Histo, R,eco, Ipt kovelipt Date Fop' l ^ c00116 Arm ount Pald Perrmait # �n*e' tit Cheok Payrn"o nt Mathod Darter ttt"Oont A CHECK 1114 $ 150.00 Total $150.00 genpmtrreceipts Page 1 of 1 RT °° CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT - INSPECTION REPORT For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. DATE OF INSPECTION: ') ZJ:3 hV-3 PERMIT NUMBER: '®®® SITE ADDRESS: �t . .... ...... .... .... l_ _. _ . PROJECT NAME: _._r. CONTRACTOR: CONTACT PERSON: PHONE: TYPE OF INSPECTION: r L 'Ai ........................... 6.' ..w..............n.....� . ❑ .mAPPROV......M,,. ED ❑ APPROVED WITH ❑ NOT APPROVED p CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector J ► C........�..._�� Date�� - -- Approved plans andpermit 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. . . . . . . .......... . . . ..... ... . .. . . . ........ . . . ... . . ..... . . ... . . . ........ . .... .. ... cy t fl, go - 0 7u rl IV . . ............. sa)oN 7g uoilaadsul joj;)adsul OJV.(l . .. . .. . ..... . . . ........ . # I!Uuad ...... PQFOld poda-d uoilaadsul LL LL O ❑ W W t: fN O ❑ W Z = Q � LU Z Q O LUJ W m a� �a 0a ULU m W F a W z � W N �g Ds a W2' w Q a CLJ zQ :3❑ LU w U a z U) �r LuQ W a >oD 2 U W U CO H � 00 Z LL w > CL J d a Q N z O z Q o J_ O5 J m vn w Dm O 1-- D ❑ U Z FL Q z z O O ui m LL F- < Q U) Q W z a ❑ Ir IL Q 0 U U) a 2 Q Lu to 0 m co 0 0 N O � 0 a C) O J H Z LU a IL p U z O O Xa W > 00 O O N 0 w a w O 0 co 0 J co O z F W a CO 0 0 0 0 r- rn O Z J w U a CL 0.w } F - Z O af ULL W Z Z OC LU U Z z O J H a U W w a Q O �� LU F- W � W CN0 Of O LLN W Z Q O OU z Z W O U W Q ❑ IL U) Z z W O U w Q ❑ IL U z Z a o z_ J J J a z O J O d O _ a c _ Z U z aS H a N Z J J O c U N Q (9 (7 O z Z U O Q W (9 Z Z Z H O z z QJ Q ❑ M W m m Q J W m Z 3 m 00, Q mQ w m m_� m W w0 3U' w w Ow OLL w 0 a w Q a a� z Z O U w CL Z Q 0) Z N W - M O LL (a M O O J M QO U � z Ow ~a U IL W ZW Z W Q E ~ LU W m wD ly m OU) W D a w Z O H U W IL z �' Vi lij fI "M+wti yyy yyy V II 14 V � I �' Vi lij fI "M+wti 14 V � I - ANS4 2223.1-83 /V/- /W AL1 ��NTING OF.-\PPLLkNCES conveying the vent gases to the outdoors so the aggregate in- put rating of the remaining unvented appliances does not ex- ceed 20 Btu/lir/ft3 (207 W/m3). Where the calculation in- cludes the volume of an adjacent room or space, the room or space in which the appliance is installed shall be directly con- nected to the adjacent room or space by a doorway, archway, or other opening of comparable size that cannot be closed. (1) Listed ranges (2) Built-in domestic cooking units listed and marked for optional venting (3) Listed hot plates and listed laundry stoves (4) Listed Type 1 clothes dryers exhausted in accordance with Section 10.4 (5) A single listed booster -type (automatic instantaneous) water heater, when designed and used solely for the sani- tizing rinse requirements of a dishwashing machine, pro- vided that the appliance is installed with the draft hood in place and unaltered, if a draft hood is required, in a commercial kitchen having a mechanical exhaust sys- tem; where installed in this manner, the draft hood out- let utlet shall not be less than 36 in. (910 mm) vertically and 6 in. (150 mm) horizontally from any surface other than the appliance. (6) Listed refrigerators (7) Counter appliances (8) Room heaters listed for unvented use (see 10.23.1 and 10.23.2) (9) Direct gas -Fired make-up air heaters (10) Other appliances listed for unvented use and not pro- vided with flue collars (11) Specialized appliances of limited input such as labora- tory burners or gas lights_ 12.3.3* Ventilating Hoods. Ventilating hoods and exhaust sys- tems shall be permitted to be used to vent appliances installed in commercial applications (see 12.4.4) and to vent industrial appliances, particularly where the process itself requires fume disposal,. (See 9.1.6 and 9.1.9.) 12.3.4 Well -Ventilated Spaces. The operation of industrial ap- pliances such that its flue gases are discharged directly into a large and well -ventilated space shall be permitted. 12,3,5 Direct -Vent Appliances. Listed direct -vent appliances shall be installed in accordance with the manufacturer's instal- lation instructions and 12.9.3. 12.3.6 Appliances with Integral Vents. Appliances incorporat- ing integral venting means shall be considered properly vented where installed in accordance with the manufacturer's installation instructions and 12.9.1 and 12.9.2. 12.4 Design and Construction. 12.4.1 Appliance Draft Requirements. A venting system shall satisfy the draft requirements of the appliance in accordance with the manufacturer's instructions. 12.4.2 Design and Construction. Appliances required to be vented shall be connected to a venting system designed and installed in accordance with the provisions of Sections 12.5 through 12.16. 12.4.3 Mechanical Draft Systems. 12.4.3.1 Mechanical draft systems shall be listed and shall be installed in accordance with both the appliance and the me- chanical draft system manufacturer's installation instructions. 54-83 12.4.3.2 Appliances requiring venting shall be permitted to be vented by means of mechanical draft systems of either forced or induced draft design. Exception: Incinerators. 12.4.3.3 Forced draft systems and all portions of induced draft systems under positive pressure during operation shall be designed and installed so as to prevent leakage of flue or vent gases into a building. 12.4.3.4 Vent connectors serving appliances vented by natu- ral draft shall not be connected into any portion of mechani- cal draft systems operating under positive pressure. 12.4.3.5 Where a mechanical draft system is employed, provi- sion shall be made to prevent the flow of gas to the main burners when the draft system is not performing so as to satisfy the oper- ating requirements of the appliance for safe performance. 12.4.3.6 The exit terminals of mechanical draft systems shall be not less than 7 ft (2.1 m) above grade where located adja- cent to public walkways and shall be located as specified in 12.9.1 and 12.9.2. 12.4.4* Ventilating Hoods and Exhaust Systems. 12.4.4.1 Ventilating hoods and exhaust systems shall be per- mitted to be used to vent appliances installed in commercial applications. 12.4.4.2 Where automatically operated appliances are vented through a ventilating hood or exhaust system equipped with a damper or with a power means of exhaust, provisions shall be made to allow the flow of gas to the main burners only when the damper is open to a position to properly vent the appli- ance and when the power means of exhaust is in operation. 12.4.5 Circulating Air Ducts, Above Ceiling Air -Handling Spaces, and Furnace Plenums. 12.4.5.1 No portion of a venting system shall extend into or pass through any circulating air duct or furnace plenum. 12.4.5.2 Where a venting system passes through an above - ceiling air space or other non -ducted portion of an air - handling system, it shall conform to one of the following re- quirements: (1) The venting system shall be a listed Special Gas Vent, other system serving a Category III or Category IV appliance, or other positive pressure vent, with joints sealed in accordance with the appliance or vent manufacturer's instructions. (2) The vent system shall be installed such that no fittings or joints between sections are installed in the above -ceiling space. (3) The venting system shall be installed in a conduit or en- closure with joints between the interior of the enclosure and the ceiling space sealed. 12.5 Type of Venting System to Be Used. 12.5.1 The type of venting system to be used shall be in accor- dance with Table 12.5.1. 12.5.2 Plastic Piping. Plastic piping used for venting appli- ances listed for use with such venting materials shall be approved. 2006 Edition AMI Z223.17-89 VENTING OF APPLIANCES 12.9.2 A mechanical draft venting system of other than direct -vent type shall terminate at least 4 ft (1.2 m) below, 4 ft (1.2 m) horizontally from, or 1 ft (300 mm) above any door, operable window, or gravity air inlet into any building. The bottom of the vent terminal shall be located at least 12 in. (300 mm) above grade. 12.9,3 The vent terminal of a direct -vent appliance with an input of 10,000 Btu/hr (3 kAN) or less shall be located at least 6 in. (150 mm) from any air opening into a building, and such an appliance with an input over 10,000 Btu/hr (3 kW) but not over 50,000 Btu/hr (14.7 kyr"tr) shall be installed with a 9 in. (230 mm) vent termination clearance, and an appliance with an input over 50,000 Btu/hr (14.7 kW) shall have at least a 12 in. (300 mm) vent: termination clearance. The bottom of the vent terminal and the air intake shall be located at least 12 in. (300 mm) above grade. 12.9.4 Through -the -wall vents for Category II and Category fV appliances and noncategorized condensing appliances shall not terminate over public walkways or over an area where condensate or vapor could create a nuisance or hazard or could be detrimen- tal to the operation of regulators, relief valves, or other equip- ment. Where local experience indicates that condensate is a problem with Category I and Category III appliances, this provi- sion shall also apply. 12.10 Condensation Drain. 12.10.1 Provision shall be made to collect and dispose of con- densate from venting systems serving Category II and Cat- egory IV appliances and noncategorized condensing appli- ances in accordance with 12.9.4- 12-10.2 Where local experience indicates that condensation is .a problem, provision shall be made to drain off and dispose of c ondensate from venting systems serving Category I and Category III appliances in accordance with 12.9.4. 12.11 Vent Connectors for Category I Appliances. 12.11.1 Where Required. A vent connector shall be used to connect an appliance to a gas vent, chimney, or single-wall metal pipe, except where the gas vent, chimney, or single-wall metal pipe is directly connected to the appliance. 12.11.2 Materials. 12.11.2.1 Avent connector shall be made of noncombustible, corrosion -resistant material capable of withstanding the vent gas temperature produced by the appliance and of sufficient thickness to withstand physical damage. 1.2.11.,2.2 Where rehce vent a°iraanectc.+r rasaal hot tart sap pli,11we having ti',a draft hood (01" a 0 ategot% 9 appliance e islocated ill or passes throogh rill uncondit-ia)ncd area, that p, aawtrtpc;rt'wof wile Vent Corlileclor swhtall bcr listed Type, B, Typv L, car hste d, vent material having evjnivaalw„ent instdattexn qualities. Exception: v�rrcdl°lr^rsra�lt wrAr.d'rtl �,l�rcr loc:rated rara�tlas"ra tlac aaacra^a°a'csr�aaralls of Piaci bailding and located in earraas having a. hte,'al 99 Reecavrrl winter e'lf!'aagn lernjrrralure 0/ 5'F( -•.l r'"( °) or higher (see l agto r G 2A�,i'. 12.11,2.3 Where Alw vc nt e-onuectoc ta;se�d lerq a11 taplali mce having a draft hood ot° ra C. atc glary I appliance; is loc tta'ed in of p"'asse:s through attics and crawl spaces, than portion (A tho tient, c onne,ctor shall be lista d 'YyRlec B,Type pe 1.,, or liste d vent In.a vrial having equivalent ansaalatiarra alutapitaa s. 12.11.2.4 Vent connectors for residential -type appliances shall comply with the following: 54-89 (1) Vent c1caule c t.or.s for listc"d app:alhlnc s having; fit ,th lwr:rc;�ds, apph,mcl s haw,itrg draft, hoods and equip ywd with hstcd colivetrsioat laaxa aaa rs„ and (""'acgory I ap;)pprwnc k-, thaca ate not imr alh°d it'aattics, c r.awl spr as aes, or othcl um;orldi., tioned areas shall be one of the following: (a) Type B or Type L vent material (b) Galvanized sheet steel not less than 0.018 in. (0.46 mm) thick (c) Aluminum (1100 or 3003 alloy or equivalent) sheet not less than 0.027 in. (0.69 mm) thick (d) Stainless steel sheet not less than 0.012 in. (0.31 mm) thick (e) Smooth interior wall metal pipe having resistance to heat and corrosion equal to or greater than that of (b), (c), or (d) above (f) Alisted vent connector (2) Vent connectors shall not be covered with insulation. Exception: Listed insulated vent connectors shall be installed accord- ing to the terms of their listing. Q-11-2.5 Avc�rat conaaec;toa° para Ya arc:,ra,arc,sirlera(ucal laawa-lae.rt ,.rppli aaaa e sla alp Irc�a 1 aa,�ta'ay baaalt,r•1ttnatac y�sa a tie.rta car s(e<°p p;riptr haviatyl as stst,tirnce° EaY lwa �tt:ratcl r:aaaa'ctsicaaa e alaapa;gtla°aat tra tlt�a(.Ioa• tlwe^ �a1ap�rr,r- pstiate gspv„,anized pipe as spit ilic:d ill Tl able 1`r.11.2_,5 1.,aoory- baaalt chillincrw sections shall be joiaaed wgc'Alc r in a(a,'ordance With dwe chirnncay instaaac ticm"”, Table 12.11.2.5 Minimum Thickness for Galvanized Steel Vent Connectors for Low -Heat Appliances Diameter of Minimum Connector (in.) Thickness (in.) Less than 6 0.019 6 to less than 10 0.023 10 to 12 inclusive 0.029 14 to 16 inclusive 0.034 Over 16 0.056 For SI units, I in. = 25.4 min, 1 in .2 = 645 mm2. 12.11.2.6 Vent connectors for medium -heat appliances and commercial and industrial incinerators shall be constructed of factory -built, medium -heat chimney sections or steel of a thickness not less than that specified in Table 12.11.2.6 and shall comply with the following: (1) A steel vent connector for an appliance with a vent gas temperature in excess of 1000°F (538°C) measured at the entrance to the connector shall be lined with medium - duty fire brick or the equivalent. (2) The lining shall be at least 21/2 in. (64 mm) thick for a vent connector having a diameter or greatest cross-sectional dimension of 18 in. (460 mm) or less. (3) The lining shall be at least 41/2 in. (110 mm) thick laid on the V6 in. (110;1 nann) bed for a vent eonne,ct.or having a di ammeter or greatest cross-sectional dinsension greater t:btan 18 in. (4601 min). (4) Factory -built chimney sections, if employed, shall be joined together in accordance with the chimney manufac- turer's instructions. 2006 Edition �A r uas�'�'W4�5v" • r I. I� n I I � jrk°i lown hot � � f � 1 � P �A r uas�'�'W4�5v" • r uas�'�'W4�5v" • CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT �vs For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. "PERMIT NUMBER DATE OF INSPECTION: -�' SITE ADDRESS:". _�. PROJECT NAME:CONTRACTOR: CONTACT PERSON: _ PHONE: TYPE OF INSPECTION: ❑ APPROVED ❑ �APPROV'El3, u'IT1 O'l Al�'II�RCI't'l'D t""OIIIIECTIONS Ok to proceed. ('011ections Will beCall 1011 r-illsl)ec"0 foa'c checked at next illspcctiO a proceeding. p Date Ins ector �" ....... _... n ...... 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. yor CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT ` INSPECTION REPORT ► For inspections, call the Inspection Line at 360-385-2294 by 3:00 P the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. DATE OF INSPECTION: -swtL PERMIT NUMBER: ............ IT....... r SITE ADDRESS: PROJECT NAME: CONTRACTOR: wITIT CONTACT PERSON: PHONE: TYPE OF INSPECTION: ❑ APPROVED C"I .+ IP11OVED WITH ❑ NOT APPROVED Ca..➢MM( lONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. ..._Inspector mm—�...�.��_.... ......._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. IpORT CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT Wm For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. DATE OF INSPECTION: ,' ®, PERMIT NUMBER:- -- SITE ADDRESS: ZU5 Ui I �L- PROJECT NAME:CONTRACTOR: CONTACT PERSON: _ PHONE:. I I"I" OF INSPECTION: _ ....._..... _....... ...._._ r i.�.. i � 7't R 'I ❑ APPROVED ❑ APPROVED WITH NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection p� awccer�" Q' p Ins ector 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. Jefferson County DCD Building Division Correction Notice PERMIT NUMBER OWNER JOB LOCATION f Inspection of this structure has found the following violations: 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 mad , i;o for inspection. Date �_...,_.�_ . Inspector BUILDING DIVISON(360) 379-4450 INSPECTION HOTLINE(360) 379-4455 TI-IIR MnT]rF RAI IQT RF ICIFI:IT WIT14 A 0®rDn11Cn 01 A KIC n.hl 01-rr