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Home My WebLink AboutBLD08-050BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit Type Residential Garage Site Address �140 snS] Project Description NEW GARAGE Names Associated with this Project Type Name Applicant Shrader Bryan Owner Shrader Bryan Fee Information Permit # BLD08-050 Project Name NEW GARAGE Parcel # 936902404 License Contact Prone # Type License # Exp Date Project Valuation $6,307.56 Building Permit Fee 139.25 Plan Review Fee 90.51 State Building Code Council Fee 4.50 Technology Fee for Building Permit 5.00 Record Retention Fee for Building 7.00 Permit Total Fees $246.26 Project Details Private Garages — Wood Frame 252 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. l 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. 4 � Date Issued: 03/24/2008 Pant Name ��- �_ � .a.. ��`��'",°�,� �� • Issued By: FRONTDESK CITY OF PORT TOWNSENL PERMIT ACTIVITY LOG PERMIT #... ccnPF nF wnu u DATE RECEIVED Det,alopment Services e,eea'Madison,Street`�ite "ort TdWns n WA,98368 Phoh:' 366 r' .. , ' A _ vvww.cit�y6fpt US Residential Building Permit Application Project Address: —7 -� �- S�'z� Parcel # q' (o '� 0 j T Q '1 Project Description: GAP AC-) E Legal Description or Tax #): � Ofrlco, Addition fq �.P" °pit Block: s ..._........................ LotS .� Assbciz ➢ 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. Prope O'w (� Address: �...�' ............wmm .. City/St/Zip:...P, �.�_....._.....w.............. Phone: Email ........wL-C—V (,--% ...�'/�(_C sfCCt� C6M Contact/Representative: Nn,e _......_._..-Alt C Address: City/St/Zip.. ................ ........_._..... ....._ ... Phone: Email: Contractor: Name: ® um Address: City/St/Zip: Phone: _,..- EmaiL _ _ State License #: Exp: City Business License#:.._..............................._.................___ Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095_ Name: ..LF .. Project Valuation: $ 10,y J c7 Building Information (square feet): 1S'floor Garage: i,/ 25 2-- 2"d floor Deck(s) 3`d floor Porch(es): Basement: www_ www Is it finished? Yes No Carport .. mm Othar� Manufactured Home ❑ ADU ❑ New Rr Addition ❑ Remodel/Repair ❑ Total Lot Coverage (Building Footprint): Square feet: ((�7m'L % L 0, -� O? o Impervious Surface Square feet: mmoZ 9.3....._ ff7 a Any known wetlands on the property? Y Any steep slopes (>15%)? Y [� 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:- t " Signature: ""'"- Date: 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: 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. Street names and any easements or vacations 6. Location and diameter of existing trees 7. Utility lines 8. If applicable, existing or proposed septic system location 9. Delineated critical areas boundaries and buffers ❑ Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting ❑ Floor plan: 1. Room use and dimensions 2. Braced wall panel locations 3. Smoke detector locations 4. Attic access 5. Plumbing and mechanical fixtures 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing ❑ Wall section: 1. Footing size, reinforcement, depth below grade 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier, and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation ❑ Exterior elevations (all four) with existing slope of the land in relation to all proposed structures If architecturally designed, one set of plans must have an original signature If engineered, one set of plans must have one original signature For new dwelling construction, Street & Utility or Minor Improvement application A�4 �pt7R7p 4t{{ zr7W �Irll��L h y� iµ City of Port Townsend Development Services Department 250 Madison Street, Suite 3 Port Townsend WA 98368 360-379-5095 Fax 360-344-4619 REVISION TO BUILDING PERMIT # �—�� -� Revision # u�d . �u.ADDRESS:-7 OWNER: �` SITE Total Value of Revision:" Impervious Surface Change? ❑ Yes O—d Revisions require 2 sets of plans and a written scope of workthat fully describes the proposed change plus any additional information that will be of assistance in issuing your revision. If your plans were stamped by a design professional, all revision submittals require a stamp with a wet signature. Be avare that changes to the existing approved plans may also require you to revise your original building permit application (lot coverage, impervious surface, structure square footage, etc.) and energy code documents (changing windows, heat source, etc.) to conform to your proposed changes. Scope of work: _........ lei % ... .� pplicant Signature Dare OFFICE USE ONLY: Submittal date: Two sets of plans for revision:m Approval of engineer of record (if original plans engineered): ❑ Yes ❑ No ❑ NA PADSMDepartment Forms\Building Forms\Appt ication-Revis ion. doc a (StM. ,C JAAC17Y �a M -3 yss, 1�'3, (J P L, FT RP�r-c-" c c3 (3 C- C- c c C D A PL` WLUk Richard Berg Architects, PC $ Y 7l9 Tay/orStreet - 7 2 C� Port Townsend, WA 9B36B 3! (360/ .379-9090 r NEW! H14 is the high uplift hurricane tie. It can be installed with rafter nailing flanges facing inwards or outwards. The H2.5A is designed for easy installation, with higher uplift loads to meet new code requirements. H5A has installed cost benefit, it only requires 6 nails, to meet lower uplift requirements. MATERIAL: See table FINISH: Galvanized. H11Z—Z-MAX. Some models available in stainless steel or Z-MAX; see Corrosion -Resistance, page 5. ., !V N 1 H1 H2 H6 s H5A U.S. Patent 4,714„ H8 0 , ar H2.5 a, ��IIIffN y INSTALLATION: • Use all specified fasteners. See General Notes. • H1 can be installed with flanges facing inwards (reverse of H1 drawing number 1). • H2.5, H3, H4, H5, H5A and H6 ties are only shipped in equal quantities of rights and lefts. • Hurricane Ties do not replace solid blocking. CODES: See page 10 for Code Listing Key Chart. 1 „ 40 H3 (H10R similar) r4 F l3/q H4 U.S. Patent 4,714,372 F/SUplift SPF/HF Uplilt Fasteners Load Load Loads- Allowable Loads Model Uplift with with Code No. Ga g Allowable LL.... To Uplift ateral Nails Uplift Lateral 8dx11/2" Ref, Au 8dx1 /z _ Rafters/ To To Ult (133/160) (133/160) Nails Plates Studs (160) F F 160) pi(133)4160) (133 & Truss _....-_ .....-. z 1 160) F1 F _ 8 x-�.— _. _. �., m ! _... . 415 140 370 18 5 8d 5 8tl 1040 335 335 335 230 23 2, 40, Hl 18 6 8dx1%z 4 8d 1958 490 585 485 165 455 400 40 0 230 82,140 H2.5A5 18 5 8d 5 8d 1300 415 415 150 w— t, H2 18 5-8tl 5-8d 1793 600 .:600 110� 110,�,480 520 535 110 110 480 10 __ 0 Q H3 18 4 8tl .. 4 8d �.... 1433 455... 455 12 .._ -...._ _. mmmm8d — 1144 360 360 165 160 360 235 235 140 135 235 2, 40, y H5 ?8 4 8d 4_ 5 160 415 320 320 105 140 290 82,140 0, ` 8d — 1485 455 465 115" 200 455 265 265 100 170 265 H6A 116 3 8tl 3 8tl 1500 350m^ 420^ 115y 180 290 � 2 � � 160',—, �.� ... . -. 915 950_ 650 7 W...._ . ..... 85 820- 100 120 170 620 745 — 530 565 560 5 41 H8 18 510dx1�/z 510dx1�/z � 53 8-8d 18 8d 3983 H9KT 18 4 SDS /ax1 /z 5 SDS /ax1 Yzu LL2812 875 875 mm 680 mmA — mm 170 — 125 755 755 680 125 WW _ a 8dxl1/2 3135 905 990 585 525 780 850 505 450 9 H10R 18 8 8tlx1�/z � 8 80 x �/z 3135 905 990 585 525 7 850 505 450 H10-t18 . ' , H�' 55 655 390 340 ' _ 6,38 ry 6ry -10d 6-10d 2447 760 760" (455 395 6 H11 Z 18 — 6-16dx2 /z 6-16dx2 /z 5097 830 830 525 760 — 715 715 4 450 655 — Ell 12 8dx1 /z 13 8tl 4197 1350 1350 515 265 265 1 12-8dxl 1/2 050^ 1050 H14 18 0 480 245 170 '1 15 8tl 4380 1350 1350 51 050 105 480 245 1. Loads have been increased 33% and 60% for earthquake or wind loading 4. When cross -grain bending or cross -grain tension cannot be avoided, with no further increase allowed; reduce where other loads govern. mechanical reinforcement to resist such forces should be considered. 2.Allowable loads are for one anchor. A minimum rafter thickness of 21/z" 5, Hurricane Ties are shown installed on the outside of the wall for clarity, must be used when framing anchors are installed on each side of the Installation on the inside of the wall is acceptable.. For a Continuous joist and on the same side of the plate. Load Path, connections must be on same side of the wall. 3„Allowable uplift load for stud to bottom plate installation is 400 Ibs (112.5); 6.Soulhern Pine allowable loads for H14: 1465 Ibs (1331761)), 390 Ibs (112.5A); 360 Ibs (H4) and 310 Ibs (118). 560 Ibs (Ft Laterral 13,71760) and 285 Ibs (Fz Lateral '133d16(j). 136 r3 H5 U.S. Patent 4,714,372 13/16" 43/a .; 73/6�. H14 Profile ~{ 3/4' C- C) Sig" A P6 1 14 EXC4VO- UO1 L t- if3Aft 'CUT a AT �ejj -(- AIO F)(,f L-L-)A-)(-- -- CT MOST OC- wILL- .;t,, �-eb'Al 036- rz ()&) s Fo wJDATIOAl ... . ...... ...... Jo MAII D S J 0 DR*fI)Eu. I oeln a - �x►S'Tt � �► Pkz use P Ro Ph;l E 'TAN. UPPAVQD Ulllru plll41t1 qop n ��1�1 mr �mnIOIIV6 ulMlll'° p O �yyl II —S- �o, Ilmm 6M INpN�VWIOUWNMW.U,dUW�MiMManigmY@u,V ''\\1�^�(' �/(��(�'' IIU Illl lml �lllllll�l �il UUl IIUI�,UMIU�UIIUOUVM�P. VM nN ,_\� ��•�I'��-^� �IIIII I. �� yVWN lmo rr na: 31od� 3'i 9 �13 W h�unMwwuWWa,ouNlowmmmirmormmrn �, �ou� ,� � �,"" � � a W Iw�M�„u (B[ � IxIII ml C111111Y OF PORT flN �vmml fl q „no, Sul lu flmuu� � � pl mmp �y NI 1 y �V '� ;,11 �4 ( �p �Omuol� �d �l➢Im I�� 'i �S,�;al' 16m v �I film Cl 17 0 . ,.0MIA. gr Z4' 1 SNE.D w P6RL TcysT F16LC- 2.s-Mvj/ ItjC►A 54piblf SotL P►tFosc=b bLywu.L ;t 1 Dt A K 21 O C-6P oy. Pm F, PvA-+Kt-Iti1 (ptwoe Con) uJ/,Tw 7—L t 6A t L—UNDO ¢zvN-h U Tt L4 TIC-S ( - T"e"WK, -tv aA&E �7-s T � � ScA LE ! I "r - �.n ( t2'D�6 VC-tj-r cat 0 a0 r3 t-�= VaAXA b►S Ti E I ON. C-4GK QAf' bj, 646:Lw' -M 6r, 43 a eA- w FTri L, t C-4 iAI ST'C-M WALL - f-- POOL-T WASI{E/LS 3" x 10X%4 �Lx to Si'a7" oK x ° caftA6 r+ 8' ter Q- Wash w ALl- za CL-C-ral. so tl �y -SC-f s r( C— 5 r" lot 3'TGP To y Q44r , G ;Lr Af5w P 6C— PrT—M-CW ED :OMPLQN."C& ItiR) W VAO u9 U - FA-CTO n- (DLZ-AtSF A bb • WlA;'bdU) lJ- (--Ac-TdrL J,&JWC-c c-iV,,l Tb fgzxmlx/ lINS�-C ibnl `CO DoCU( Ar?" WlODOw EF-FiGLEy✓Cy (-'70( FU t u(LE AV o nj - 2 ES Ibc,N-aA L SPA -CC,. SOU- EI...C-vim i�J11 = -4 ► C L-EVf4T1 OAl N°R-rK C-L5VA-rIE)pJ 0 ALTERNATE BRACED WALL PANEL. (ABP 1800# AND 3000#) IRC R602.10:6 re• mtrumum 1800# ABP 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. 3000# ABP 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 ATWO STORY STRUCTURE. CITY OF PORT TOWNSEND 1VELOPMENT SERVICES DEPAR P Waterman & Katz Building, 181 Quincy Street, Swte 301A Port Townsend WA 98368 Phone: 360-379-3208 Fax 360-385-7675 RESIDENTIAL BUILDING PERMIT APPLICATION NEW CONSTRUCTION, REMODELS, & ADDITIONS Property Street Address -7-7& 5-3 je- Zoning District Legal Description: Addition Ck,}-t—tFbyZ m t a- arcel # cl '3 (p 6? 0 � Block ;Z Lot(s) S (o Scope of Work: Please check all items that apply for the type of building permit you are requesting: New House Addition New Garage or Carport Repair/Remodel Garage Repair/Remodel House Accessory Dwelling Unit Other (please describe); Floor Area: the proposed structure is to be used for: Finished Heated Space sq. ft: Unfinished Heated Space sq ft: Unfinished Basement sq ft: Semi -Finished Basement sq ft: Storage sq. ft: I Garage sq. ft:�� Carport sq. ft: Porches sq. ft: Decks sq. ft: Other (please describe): ROSD\Department Forms\Building Forms\Application-Residential Building Permit.doc Page 1 of 1 CITY OF PORT TOWNSEND RESIDENTIAL BUILDING PERMIT APPLICATION NEW CONSTRUCTION, REMODELS, & ADDITIONS Property Site Area/Coverage Information: 1. The total area of the property in square feet: 1 0,00 O. 2. The total area covered by existing and proposed structures in square feet: 101 (total ground coverage from the outside of walls or supporting members) Percentage of lot coverage: (2=1) I 0.1 Impervious Surfaces: Please provide the square footage of the roof area of the proposed and existing structures, and the square footage of the total area covered by porches, walkways, patios and driveways. Do not include decks allowing drainage to earth below. Proposed House Roofprint sq. ft: O Existing House Roofprint sq. ft: Proposed Garage Roofprint sq. ft: Existing Garage Roofprint sq. ft: 0 Proposed Porch/Walkway sq. ft: Existing Porch/Walkway sq. ft: C7 Proposed Driveways sq. ft: C> t; Existing Driveways sq. ft: p Other (describe), Other (describe): q Z-d�0 VF St-�3 lcoo Total Proposed Impervious sq. ft: S Total Existing Impervious sq. ft: I G q 0 [Total._�__.. _....� Proposed + Existing sq. ft: a pa 3 Percentage Impervious:* °ro Nm ervious surface = lots ft If total impervious surface is equal to or greater than 40% of the lot area, you must submit a written stormwater plan to address run-off. Please check which plans you are submitting with this application (2 sets needed): Site Plan Interior & Exterior Wall Bracing (panel locations shown on floor plan) Drainage Plan (if 40% or more impervious) Typical Wall Framing Details (section from foundation through roof) Foundation, Plan r Elevations Floor Plan Floor Framing Plan 2003 WSEC* Compliance: Prescriptive_ Component _ WSEC Construction Checklist Roof Framing Plan Other: *WSEC = Washington Statd Energy Code PADSD\Department Forms\Building Forms\Application-Residential Building Permit.doc Page 2 of 2 CITY OF PORT TOWNSEND RESIDENTIAL BUILDING PERMIT APPLICATION NEW CONSTRUCTION, REMODELS, & ADDITIONS Special Conditions Please check YES or NO as applicable YES NO 1. Is the property within 200 feet of a fresh or saltwater shoreline? 2. Is the property within the Port Townsend Historical District? 3. Is the property located within or adjacent to an environmentally sensitive area? 4. Will this proposal involve any sewer, water or other utility extensions that will, or could serve vacant properties other than the project site? If yes, please attach information identifying the utility extensions and sites. 5. Have any special conditions been placed on this property, or has the property been subject to any conditions on any prior action of the City (if "Yes" to any of the following, attach copies of appropriate documents): Subdivision/Short Plat/Boundary Line Adjustment? SEPA (environmental review)? Variance? Conditional Use Permit? Street Vacation? Planned Unit Development? Restrictive Covenant? Easement? 6. Are any properties within 800 feet of the site owned or controlled by the applicant, any relative or business associate, or any partnership, corporation, or other entity affiliated with the applicant? (If yes, attach list.) 7. Have any of the properties listed in item #6 been developed within the last two years? (If yes, attach list.) 8. Have you previously discussed this project with a City staff member? If yes, who and when? The applicant hereby certifies to have knowledge of those sections of the International Residential Code and the Port Townsend Municipal Code pertinent to the above project and that the applicant is responsible for constructing in conformance with these codes; the applicant understands that the permit, if issued, expires in six months unless work is started; that the permit, after construction has started, will expire after one year if an inspection is not made to show significant progress on the structure; the applicant agrees to abide by the ordinances, codes, regulations, restrictive covenants, deed or plat restrictions; and water and sewer plans attached hereto; the applicant certifies that all information given above and on, accompanying plans is complete and accurate to the best of their knowledge; and the applicant understands that this information will be relied upon in granting permits and that if such information is later found to be inaccurate any permits may be withdrawn. PMSD\Department Forms\Building Forms\Application-Residential Building Permit.doc Page 3 of 3 CITY OF PORT TOWNSEND RESIDENTIAL BUILDING PERMIT APPLICATION NEW CONSTRUCTION, REMODELS, & ADDITIONS The undersigned hereby saves and holds the City of Port Townsend harmless from any and all causes of action, judgments, claims, or demands, or from any liability of any nature arising from any non-compliance with any restrictive covenants, plat restrictions, deed restrictions, or other restrictions which may have been established by parties other than the City of Port Townsend. Port Townsend Municipal Code, Section 16.04.140, Vested Rights - Substantially Complete Building Permit Application: applications for all land use and development permits required under ordinances of the city shall be considered under the zoning and other land use control ordinances in effect on the date a fully complete building permit application, meeting the requirements identified in this section, is filed with the Development Services Department. Until a complete building permit application is filed, all applications for land use and development permits shall be reviewed subject to any zoning or other land use control ordinances which become effective prior to the date of issuance of a final decision by the city on the application. An application for a building permit shall be considered complete when an application meeting all of the requirements of Section R105.3 of the International Residential Code, 2003 Edition, is submitted which is consistent with all then applicable ordinances and laws. In addition, to be considered complete, such an application must be accompanied by complete applications for a subsidiary land use or development permits needed, such as a complete shoreline management permit application and/or complete applications for other discretionary permits required under the ordinances of Port Townsend. An application for a partial permit under Section R105.3.1 of the International Residential Code, 2003 Edition, shall not be considered complete unless it meets all requirements stated above and contains plans for the complete structural frame of the building and the architectural plans for the structure. Signature of Applicant or Authorized Representative '�_Z2.9 ZO Date For Official Use Only Permit No, Building Official Approval Date Issued Balance Due $ Date Validation Stamp below: Owner/Representative Signature Date PADSD\Department Forms\Building Forms\Npplication-Residential Building Permit.doc Page 4 of 4 E City of Port Townsend Development Services Department Waterman & Katz Building 181 Quincy Street, Suite 301 Port Townsend, WA 98368 (360) 379-3208 Fax: (360) 385-7675 -T' I zA-D 6o _ Permit# 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. lra addition to this forn ,_please submit: �/. Residential Building Permit Application form Sensitive Areas Questionnaire 2003 Washington State Energy Code forms. Use either prescriptive forms, or component performance forms with calculations. • Washington State Energy Code Construction Checklist • Two sets of plans. 18- x 24- plan sheet size is preferred. Plans must be to scale. '/a" = 1 ft. is preferred. • If an architect has signed your plans, one set must have an original signature and wet stamp on each page, and the other set can be a photocopy of the signed and stamped plans. . For structures that require engineering (including pole structures, sunrooms, dormers of a certain size, "irregularly shaped" structures) provide two copies of calculations from a Washington Licensed Architect or Engineer. One set must have an original signature and wet stamp. For, New residential Dwelli, C'on truetion also submit: Street/Utility Development Permit application, or Minor Improvement Permit application if water and sewer are already stubbed to the property. For any work in the right-of-way, provide engineered plans. o Two additional copies of the site plan for Public Works (three sets if a septic system is proposed). Please also include one original, dimensioned, scaled 8-1/2' x 11" size site plan (not a reduced copy). NOTE: Electrical Permits are required by the State of Washington Department of Labor & Industries (L&1). Contact L&I at (360) 417-2700 for more information. \\Citynasl\public\DSD\Department Forms\Building Forms\Checklist-Residential Building Plans-Applicant.doc Revised 6/l/2005 Page 1 of 1 List the page number in the left column for each item that you have included on your plans. PAGE # SITE I PLOT PLAN Legal description, parcel number, name, address and telephone number of property owner/applicant, including cellular phone if available. Property lines and dimensions, including all interior lot lines. All building lines and exterior dimensions (including all dwelling and accessory structures). Setbacks from property lines and buildings including structures on neighboring lots. (Indicate roof overhang. Overhang may extend into setback area a maximum of two feet.) Driveways, walkways, patios, decks and porches. On -site parking (Two 9' x 19' spaces required for new residential construction. These spaces may be provided in a garage.) New ADUs do not require additional parking. Trees: Diameter, species name, location and canopy of existing significant trees in relation to proposed and existing structures, utility lines, and construction limit line. "Significant trees" are those with a minimum diameter of 12 inches measured at 4-1/2 feet above average grade. Identify all significant trees to be removed by placing an "x" on them, and circle N those trees that will remain. Significant trees removed in relation to and necessary for the construction of buildings, parking and driveways in connection with the issuance of a building permit are exempt. Exempt activity requires a written exemption issued by the Director of Development Services Department. Street names, road easements and easements of record. gy Existing and proposed utilities, service lines and pipe size. Slope of land (grade and direction). th r '' surlae" tl,e ot, submit an 11�lprv"'1 dainage.stcl, r l��iat is 40oar f teeltpervolis g ra g s on alraagc .site plan,ld n,thod l dtntll� Waterfront property: indic to bank height, setback between building and top of bank or bluff, all creeks, drainage corridors, etc. For new exterior construction, include all structures on either side within 300 feet, and their setbacks. Existing and/or proposed septic system, if applicable. Please provide an extra set of plans for the County Health Department. t \\Citynasl\public\DSD\Department Fonns\Building Forms\Checklist-Residential Building Plans-Applicant.doc Page 2 of 2 Revised 6/l/2005 PAGE# FOUNDATION PLAN PAGE# FLOOR PLAN _...._ q uare lo��ta ��, b floor level. .. _ _..... .... _............ g' ..... _ ......__ __-- _... ....... All room dimensions.. ..... Braced wall panel locations per IRC Section R602.10 �.. .. m. ._ ...._. Smoke detector locations. Stairways: width, rise„ run, handrails, guardrails, landings, etc. Window, skylight and door locations and sizes, with egress and safety glazing, if applicable. en ergy include brand/model and U factor on cner application.) �lication.) I Rafter and ceiling joist size, material grade, layout and spans. Roof framing plan required if rafters, optional if trusses. Attic access location and dimensions. Plumbing fixtures. Hot water tanks, furnaces,lreplaces, solid fuel a pliances and combustion air ducts. Location of whole house ventilation fan, controls and timer. j Location and chn of all other exhaust fans(i.e. bathroom, kitchen and laundry). Type of exhaust duct material, duct path and exterior termination point of appliance vents and environmental exhaust ducts. Tye and location of all WSEC outside fresh air inlets. Fire blocking. 1-hr. construction between dwelling & garage on gara a side er IRC Sect g p ion 309.2 \\Citynasl\public\DSD\Department Fomms\Building Forms\Checklist-Residential Building Plans-Applicant.doc Page 3 of 3 Revised 6/l/2005 Floodproofing plan if structure is in a flood zone - see FEMA maps, and ESA map in DSD. Footing size, reinforcement (include vertical rebar) depth below natural and final grade. ., Foundation wall, height, width and reinforcement (rebar), hold-downs if applicable. Anchor bolts, washers (2 x 2 x 3/16 square, steel) and pressure treated plates. Thickness of floor slab. Floor joist size and spacing, under floor clearance from crawl space grade for joists and beams. Floor sheathing, type and size. > Wall stud size, grade and spacing. Framing to be used: $6riar intermediate or advanced. h Header, size, grade,_ spans and insulation (if applicable). mm Wall sheathing and siding and material. Type & location of weather -resistive barrier per IRC Section R703.2 and R703.8 Type and location of vapor retarder (WSEC 502.1.6), Sheetrock: thickness, type and location. Insulation material and R-value in walls above and below grade, floor, ceiling and slab. Rafters, ceiling joists, trusses, with blocking and positive connection of roof system to wall. Ceiling height. Roof sheathing, roofing material, roof pitch, attic ventilation (provide calculations). \\Citynasl\public\DSD\Department Fonns\Building Forms\Checklist-Residential Building Plans-Applicant.doc Page 4 of 4 Revised 6/l/2005 Receipt Number: BLD08-050 936902404 Plan Review Fee $90.51 $40.51 BLD08-050 936902404 Technology Fee for Building Permit $5.00 $5.00 BLD08-050 936902404 State Building Code Council Fee $4.50 $4.50 BLD08-050 936902404 Building Permit Fee $139.25 $139.25 BLD08-050 936902404 Record Retention Fee for Building P $7.00 $7.00 Total: $196.26 f�rr� i1 �cprr mn laid, ,, Peon 08-0247 03/06/2008 Plan Review Fee $50.00 BLD08-050 CHECK 2958 $ 196.26 Total $196.26 Em �r $0.00 $0.00 $0.00 $0.00 $0.00 genpmtrreceipts Page 1 of 1 Receipt Number:2" IReeelpt'Vate: SW 1 0611 8Cashier: SFOSTER Pa a dP re Namo: :SHRADER BRYAV Original! Fee Amount Prue , Permit P`ar6l Fee Description Arnount Palm "an6e BLDOB-050 936902404 Plan Review Fee $50.00 $50.00 $0.00 Total: $50.00 Previous Pay0ent History Re celpt # ReceiotlDate' Fee Description eription rnortrtt Paid' Pa rmIt# w PatrrnPrtt Check, Peymeot Mattrdd: t rrrk� r t oun CHECK 2949 $ 50.00 Total $50.00 genpmtrreceipts Page 1 of 1 00 en M 00 Q � 3 C O V O a� O U y � N w W F_- c� m O 0 W z = r w z 00 2 LU LU Q J Ua oa LLJ w °0 a r N N Z � W U) �g C a C7 w LU Q w IL CL zLU Q o W as O F- z Cl) = Z r Q w a o:) U W U aO r � 00 a z 0 W W O a � It IL Q N z O ao J 05 U) w O U Z a Q z z L) a O LLF = < 7 Q U) Q W z Q O d � O v o: IL Na = Q r w r F 0 m 00 0 0 N O N � CY) Q O O J F- Z Q w a r M Z O O xd W 00 0 0 N V N M 0 O LO O 00 0 0 J m O z W IL v 0 N O m M m O z J w Q a w w Z Q O 0 ZZ z O w UZ In O J F a U W F- w w a CO ry Q m Qw M of I U O N gLU w z Q O U W Q O IL U) z O U W a Vl z FN- W U w Q 0 IL U) z z O U W IL U) z Z O V W a Z a 0 H N Z N Ir Lo co LL O Ca M C 0 J M QO z 02 r w U n. w Nw Z Qw Ir F- w C m W O� W D W W z O H U W a N Z ep� VORT r''° CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT l INSPECTION REPORT Y For inspections, call the Inspection Line at 360-385-2294 b 3:00 P the day before you want P � p Y Y the inspection. For Monday inspections, call by 3:00 I'M Friday. DATE OF INSPECTION: PERMIT NUMBER: SITE ADD SS: % C PROJECT NAME: CONTRACTOR: CONTACT PERSON: PHONE: ❑ APPROVED ❑ APPROVED WITH f APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector Date 2permit . ..__......_ ..� .... , ------------- Approved plans a 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. DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT �aa 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. ATE OF INSPECTION: PERMIT NUMBER: SITE ADDRESS: 3 - PROJECT NAME: CONTRACTOR:... CONTACT PERSON: ONE: TYPE OF INSPECTION: t tJ e, .................... V tlx: e r� ra % "A j � A^,,, "h I " 9ao4 «""4 Y .� . NR � ° m� �.. � � ��r^p P M - W ❑ APPROVED ❑ APPROVED WITH N(�lT AI'Pl1OVP,,D CORRECTIONS Ok to proceed. Corrections will be for c ��ts aec f o r Mac for¢ . »», c -_ checked at next inspection l rot 111 il9 Inspector Date — 2 WAI .............. __..._ 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. bispection Report Project Permit .......... . .. .... Date Inspector Inspection & No(cs . ..... . ......... . 14 A/fT . ..... .... ... ........ . ........... ... - ---------- ...... . ...... . . ......... .