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BLD08-066
° 7 ° BUILDING PERMIT s City of Port Townsend µ Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit Type Residential - Addition/Remodel Site Address 3422 COPPER ST Project Description 2 story addition - living room and bonus room Names Associated with this Project Type Name Contact Applicant Lewis Erica Beth Owner Lewis Erica Beth Contractor Owner Builder Fee Information Project Valuation $74,232.60 Building Permit Fee 818.75 Plan Review Fee 532.19 State Building Code Council Fee 4.50 Technology Fee for Building Permit 16.38 Record Retention Fee for Building 10.00 Permit Total Fees $1,381.82 Permit # BLD08-066 Project Name 2 story addition - living room and bonus Parcel # room 948001105 License Phone # Type License # Exp Date Q STATE exempt 12/31/2008 Project Details Dwellings — Type V Wood Frame 780 SQFT * * * SEE ATTACHED CONDITIONS * * * Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. 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. l further certify that l am the owner ol`tgoe property or authori ed ajnt'.of the owner. Print Nam( g Date Issued: 04/28/2008 Issued By: FRONTDESK ItjUILDING PERMIT T City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit Type Residential - Addition/Remodel Site Address 3422 COPPER ST Project Description 2 story addition - living room and bonus room Conditions Permit # BLD08-066 Project Name 2 story addition - living room and bonus Parcel # room 948001105 10. Property corner survey pins must be located at time of f000ting inspection to verify setbacks. Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. 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. 1 further certify that 1 am the owner of the property or authorized agent of the owner. Print Name Date Issued: 04/28/2008 Issued By: FRONTDESK Im! LL LL O O W ul O O O w Z = Q F LU Z 0 Q w J LLI Co Q J N Q O Q W CD IL ~ N N Z W N 1 It Z �g 13 0: W Q a J IL z Q 7 0 W W U a �a z co N �Q w a O D 2 U LU U D: O 00 Z LL W Q > W IL IL J IL a Q N z 0 Z Q ❑ J_ 07 J m N W =) x 0 Uz a Q N Z 0 O W = LL QQ N Q w _Z Q 0 Q' � a Q 0 U Naa 2 Q W F � O a m 00 0 0 N �, N O Q 0 J F- Z Q w IL p U z O O a LU 00 00 C O Z w O_ N F � U O N ZN 0 w Lu U 0 ° LU a 0 � a o W 7 U N N w U 0 a (D 0 Do 0 J 00 O z _H Q' LU a LO O O O 00 rn 0 Z J w Q a a w cl J LU Co W in of a Q w a v Z O Of U w O N � N � � Cl) w 0 J N W Of W Z Q 0 °U N z W O U w Q 0 a N Z Z O U W IL N z zz w O U LU Q a N z z O t=- U W IL Cl) Z Z O F- L) w a N z Q ❑ H rn Z N co Lh M �a M O O J M QO U F- z W- O2 U a w❑ zW Z W Q WW H W' W m a co W :3 Ix2 0 co D W ce z O H V W a N Z VORT ° City of Port Townsend zi Development Services Department t ° "= 250 Madison Street, Suite 3 Port Townsend WA 98368 360-379-5095 Fax 360-344-4619 REVISION TO BUILDING PERMIT # U j e 0 CO 0 Revision # ,:... O e�VNlrl� �j 5 SITE ADDRESS:��'�1,7 Total Value of Revision: $ Impervious Surface Change? ❑ Yes lkw#-O Revisions require 2 sets of plans and a written scope of work that 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. Ij7 Scope of work: 3. OFFICE USE ONLY: Submittal date: r. V r;'A"'TE�O)L U 0 Two sets of plans for revision: Approval of engineer of record (if original plans engineered): ❑ Yes ❑ No ❑ NA PADSDOepartment FormABuilding FonusUpplication-Revision.doc CI'l i OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT 4 DATE RECEIVED SCOPt,,,(.')F WORK: Rwo , 41 11 I O N aiO ►F41 DNdO DNdO „IVA b,g x „b,5 ASM aZI .oIm UZ 1 II t7 ca 60 0 . . .. ... .... '7 NfO .. ........ Iz ,pOR wv� Development Services 08,�d Town dri 3 ., 3btj Phone 30- %9; 0 5 Fax,,, 3 9-3 A619 www:c.ity0fpt.0 Residential Building Permit Application Project Address: Legal Description or Tax #) y Addition Block...... . �� .....�.. ��.._ Parcel # y 0 U U (0 j Lot(s) ..... (� � ..... f Project Description: ,a 0p ITIo 0 TO 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. Contractor: Name:,_.........C..:N?N. �--� Address: Cit /St/Zi Phnne: Email: Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095_ Name: AJ6 Project Valuation: $ Building Information (square feet):: 1 s' floor r.....5.... Garage:_.. w............... �...... 2"d floor Jq6 <F Deck(s)-.,_wm3 3rd floor ...� Porch(es)= Y S 5� Basement: Is it finished? Yes No Carport: Other: Manufactured Home ❑ ADU ❑ New ❑ Addition Remodel/Repair ❑ Y11 k 1 J .... y State License CityBusiness Li #.cense # An p known wetlands on the property? ert Y N. -.. _ Any steep slopes (>15%)? YM 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 associatedwiththis permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: Q (C�(c L:O��i 6 c m- J 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 Ll 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 71 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 A Exterior elevations (all four) with existing slope of the land in relation to all proposed structures �J 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 IFLT i-. 1 -1-- C1 -I- - .-� .. 1 .-. i r l A„ as as .....aa—......y. J L �� � � �—L--..--- � Simpson Strong -Tie Holdown] Simpson 2008 Catalog ] Foundation Level HD Type Min Fastner Anchor Cap Detail # Stud to Stud Bolt Kips Number 1 STHD8 (2)2x (24) 16d ----- 2.21 2 STHD10 (2)2x (28) 16d -- 3.73 3 STHD14 (2)2x (38) 16d -__ 5.03 4 HDU5 (2)2x (14)SDS2 7/8110 5.65 5 HDBA (2)2x (3)7/8110 7/8110 6.47 6 HDU8 (3)2x (20)SDS2 7/8110 7.87 7 HDU11 6x ( 3 0 ) SDS2 111 9 . 54 8 HD14A 6x (4) 1" 01 1" 13.38. 9 HDU14 6x (36)SDS2 1" 14.93 L 11VLUUWII •DUIICUULC J L l7L LLL 0JJt--U-Lt 6 J 7 Simpson Strong -Tie Holdown ] Simpson 2008 Catalog ] Other Levels HD Type Min Fastener Tie Cap Detail # Stud to Stud Rod Kips Number 1 CS18 (36") 2x (18) 10d -_- 1.37 2 (2) CS20 (36") (2) 2x (18) 8d ea - - 2.06 3 (2) CS18 (36" ) (2) 2x (18) 10d ea -- 2.74 4 (2)CS16(4811) (2)2x (28) 8d ea -4 3.41 5 MST48 3x (,50)16d - 5.19 6 MST60 3x (56)16d --- 6.51 7 2)MST37 (2)3x (42)16d ea --- 8.95 8 L9 2) MST48 (2) 3x (50) 16d ea --- 10.38 2)MST60 (2) 3x (,56) 16d ea --- 12.99' L 11V1U"V VV II 1Vv 1. G 17 J GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. d) Anchor bolt embedment depth shall be a minimum of 15" with a cut washer and nut at bottom. e) Posts at holddown: 2x & 4x (38mm x and 89mm x) --- #2 or better 6x ( 140mm x ) --- #1 or better f) The anchor type holddowns at other levels shall have a pair, one above and one below, tied by a threaded rod. g) Use STHDBRJ for STHD8, STHD10RJ for STHD10, and STHD14RJ for STHD14 where rim joists are installed. i) The stud fastener for STHD's shall be 16d sinkers. j) Minimum stem wall to be 6" wide for 1-story buildings, 8" wide for buildings having 2 or more stories [ Shear Wall Schedule ] J Gr III Species ] [ 7/16" Wood Structural Panel w/ 10d Box] Shear Wall Edge Anchor Bottom Rim/Blk to Allow SW Sheathing Nailing Bolts Plate Top plate Shear Notes # [Thick (side)] (in oc) (in oc) (in oc) (in oc) (Klf) 1 7/16" OSB(1) 10d @ 6 5/8" @ 64 16d @ 7 A35@16 w/12-8d 0.23 1 2 7/16" OSB(1) 10d @ 4 5/8" @ 32 16d @ 5 A35@16 w/12-8d 0.34 1 3 7/16" OSB(1) 10d @ 3 5/8" @ 16 16d @ 4 A35@12 w/12-8d 0.45 1-3 4 7/16" OSB(1) 10d @ 2 5/8" @ 12 16d @ 3 A35@ 9 w/12-8d 0.60 1-3 5 7/16" OSB(2) 10d @ 4 5/8" @ 24 2-16d @ 5 2-A35@15 w12-8d 0.70 1-5 6 7/16" OSB(2) 10d @ 3 5/8" @ 24 2-16d @ 4 2-A35@12 w12-8d 0.90 1-5 7 7/16" OSB(2) 10d @ 2 5/8" @ 16 2-16d @ 3,2-A35@ 9 w12-8d 1.20 1-5 L 011C c11_ VVd 1.1 1V VLC�j J GENERAL NOTES (apply to all shear walls) a) For Rated Sheathing panels, space nails @ 12 in (305 mm) oc along intermediate framing members. b) Block all panel edges with minimum 2x (51mm) blocking. c) Apply nailing to all studs, top and bottom plates and blocking. d) Framing to be a maximum of 16 in (610mm) oc. e) Fasteners shall be driven flush with surface of sheathing. f) Provide solid blocking under the shear walls at the diaphragms to accommodate the bottom plate attachment. g) Anchor bolts-4-1/2" min embedment & f'c 3000 psi (no special insp) SPECIAL NOTES FOR SHEAR WALLS (apply to walls specifically noted) 1) APA Rated Sheathing EXP1/EXP2/EXT or C-C/C-D/Struct II Plywood. 2) Provide 3x's (76mm) at adjoining panel edges w/nails staggered. 3) Walls >0.60 klf use a minimum of a 3x sill. For walls between 0.35 and 0.60 anchor bolt spacing has been decreased by 1/2 (use 2x). 4) Provide minimum 2-2x blocking or joists beneath bottom plate with bottom plate nails staggered. 5) For 2 sided shear walls panel joints shall be offset to fall on different framing members and framing shall be 3" nominal or thicker, and nails on each side shall be staggered. All nails are box nails with the following minimum diameter 8d = 0.11311, 10d = 0.128" 16d = 0.135" —[ Roof Diaphragm Schedule ] [Gr. I/II Species]= [ 19/32" Sheathing w/ lod Common ] Nailing Allowable Dia Diaphragm Case (in o.c.) Shear Notes # Bndry Edge (Klf) Unblocked OTHER 6 0.21 1 Unblocked CASE 1 6 0.28 1 1 Blocked 6 6 0.32 1 2 Blocked 4 6 0.42 1 3 Blocked 2.5 4 0.64 1,3 4 Blocked 2 3 0.73 1,3 5 Blocked 2 3 0.82 2,3,8 Floor Diaphragm Schedule ] [Gr. I/II Species] 23/32" Sheathing w/ 10d Common ] Nailing Allowable Dia Diaphragm Case (in o.c.) Shear Notes # Bndry Edge (Klf) Unblocked OTHER 6 0.21 1 Unblocked CASE 1 6 0.28 1 1 Blocked 6 6 0.32 1 2 Blocked 4 6 0.42 1 3 Blocked 2.5 4 0.64 1,3 4 Blocked 2 3 0.73 1,3 5 Blocked 4 6 0.93 1,5,6 6 Blocked 4 4 1.30 1,5,6 7 Blocked 2.5 3 1.51 1,5,6,7 8 Blocked 2.5 3 1.81 2,5,6,7 Plywood. d as ceiling diaphragm. Apply oc minimum to 2x6 (51x152) plate. Ends & edges to nails 1874 for other requirements. VORT rya City of Port Townsend Development Services Department 250 Madison Street, Suite 3 Port Townsend, WA 98368 (360) 379-5095 Fax: (360) 344-4619 TWA Washington State Energy Code (WSEC) 2006 Residential Construction Checklist Complete this form in addition to WSEC prescriptive compliance form. Please answer the following questions: TYPE OF PROJECT: New construction, or addition over 750 square feet Must meet whole house and spot ventilation requirements, and show full WSEC compliance as a stand-alone project. A detached, habitable structure such as an Accessory Dwelling Unit regardless of size must also meet these requirements. XHouse addition under 750 square feet Possible trade --offs are allowed with the existing building for WSEC compliance, such as increasing ceiling insulation. See WSEC component performance forms. NOTE. A house addition less than 500 sq. ft. does not require whole house ventilation. Spot ventilation is still required. TYPE OF HEATING — Please check all that apply: Electric Wall Heater �_' Baseboard ' Forced Air Furnace WRadiant Floor (Boiler) ' Other Non -Electric: Propane:"' Radiant Floor/Baseboard (Boiler) "'aLPG Stove ' LPG Furnace ' Other LPG Heat Pump ' Oil Furnace "' Woodstove (can only be used as secondary heat source) VAPOR RETARDERS: Vapor retarders shall be installed toward the warm surface as represented below. Select one option for floors, walls, and appropriate ceilings: • Floors: Plywood with exterior glue Poly plastic (greater than or equal to 4 millimeter thick) i Backed batts Walls: Poly plastic (greater than or equal to 4 millimeter thick) Face -stapled, backed batts Low -perm paint Ceilings: I Not required where ventilation space averages greater than or equal to 12 inches above insulation I Face -stapled, backed batts Poly plastic (greater than or equal to 4 millimeter thick) Low -perm paint SEE BACK PA\DSD\Forms\Building Forms\Application-Residential Energy Code Cheddist.doc Page 1 of WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY 2000 Code),: Type of ventilation used throughout the house: "A HVAC Integrated Option j Exhaust Option Whole House Fan for "Exhaust Option": • In what room is your whole house fan located? • What size is the whole house exhaust fan? 50-75 CFM (1-2 bedroom house) 80-120 CFM (3 bedroom house) 100-150 CFM (4 bedroom house) 120-180 CFM (5 bedroom house) Note: the whole house fan shall be readily accessible and controlled by a 24-hour clock timer with the capability of continuous operation, manual and automatic control. At the time of final inspection, the automatic control timer shall be set to operate the whole house fan for at least 8 hours a day, and have a sone rating at 1.5 or less measured at 0.10 inches water gauge. Spot Ventilation: Source specific exhaust ventilation is required in each kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa and other rooms where excess water vapor or cooking odor is produced. Bathrooms, laundries or similar rooms require fans with a minimum 50 cfm rating at 0.25 inches water gauge; kitchens shall have a fan with a minimum 100 cfm rating at 0.25 inches water gauge. Outdoor Air Inlets: Outdoor air shall be distributed to each habitable room by means such as individual inlets, separate duct systems, or a forced -air system. Habitable rooms include all bedrooms, living and dining rooms but not kitchens, bathrooms or utility rooms. Where outdoor air supplies are separated from exhaust points by doors, undercutting doors a minimum of inch above the surface of the finish floor covering, distribution ducts, installation or grilles, transoms or similar means where permitted by the Uniform Building Code. When the system provides ventilation through a dedicated opening, such as a window or through -wall vent, these openings must: • Have controlled and secure openings • Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or window in which they are placed. • Provide not less than 4 square inches of net free area of opening for each habitable space. What type of fresh air inlet will be installed? (See figure below) Window Ports Wall Ports PADSD\Forms\Building Forms\ApplicaGon-Residential Energy Code Cheddist.doc Page 2 of 2 �nf7 (TI afJ Td �� SSE STD R�x� tJ 1, Tt T4�7 eX ic, T ► ti � A U S C A nJk.;2 T-I-1 E. P�-UI oSfr) N►20 171 0W Ull LU It fZp iPJ )4A�JY2 Ct A—, " 6tUTT6: �L S'f5TC Kit v lv s C ►Z�S o rJ l J 2vo �= P-UA)C F-F IS; C' 1%) U C YZ- T �T b Pr `� Ir 6 U T c,) j A iJ k-'2 o� ���1 ►2n�N srzg� VP-,OeLE1"5 q�PPZ/xjILL,/N — - TH(S S�si.EM ooEs r A)Tb 6J O W IN S V O �J TS r.� c vLj fj Ca m cm 1, �- 2 �v� � .t ..F �. 6 .. .. ...�..., 6'a4ya�ibC L"'6:�IfaI� [(bVltdd��w'�l�V��'� I fSd�� Rain Gutters, Gutter Guards, R.ainhanJ'-r Gutters - The OFFICIAL Rairnhandler '4e Page I of 2 A from Savetfrrne Corp Better Than Gutters -Better Than No Gutters Home » Catalog » Gutters Comparision ,Products ► Order Rainhandler ► Order Accessories Information ► Customer Comments ► Distributors ► FAQs ► Features & Benefits ► Gutter vs. RainhandleR ► Installation Instructions ► Installation Video ► Order Form -Fax ► Photo Gallery ► Price List ► Special Offer ► Guarantee/Warranty information ► About Us ► Gift Voucher FAQ ► Contact Us ► Email Sign -Up ► Privacy Notice ► Shipping & Returns �MY'�ydy':'k,.y tl448:gP KKP tl crce0. tiu vaeitW 3-A r•08 14:53 GMT Gutters Comparison Gutter vs. H,QW,IT WORKS. -------------------- Limited Time Offer FREE SHIPPING & 10% OFF � Guestions? Cell Us Toll -Free. On Orders of $100 or More 000-942-3004 a r x r Roof rain collects in box -shaped gutters attached to roof; water drains off through downspouts attached to front of building. Downspouts and leaders typically deposit all roof water in a few locations, close to the home. MAINTENAN.C.E Overflowing gutters and downspouts cause trenching and erosion. Clog with debris such as leaves; clean -out of all gutters and downspouts to remove leaves and debris up to six times per year. Choke with ice in winter. Annual maintenance to fix leaks, seal joints, replace corroded parts, re -set brackets. Clogging results in overflow, causing mildew and rot of fascia board, black stains on front of gutters. Ice dams cause water leakage into attic and first floor ceiling. ENVIRONMENTAL ISSUES Stagnant water pools in clogged or improperly sloped gutters create breeding grounds for insects. Collect beneficial rain water and saturate only small areas of lawn. 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All Rights Reserved. http://www.rainhandler.com/shop/gutter_comparison.php 4/23/2008 Parcel Details Page 1 of 2 Parcel Number: 9480010 Parcel Number: 948001105 Owner Mailing Address: ERICA BETH LEWIS 3422 COPPER ST PORT TOWNSEND WA983684866 Site Address: 3422 COPPER ST PORT TOWNSEND 98368 Section: 3 School District: Port Townsend (50) Qtr Section: NW1/4 Fre Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: DUNDEE PLACE Assessor's Land Use Cade_: 1100 - HOUSES (single units, non -farm) Property Description: DUNDEE PLACE I BLK 11 LOTS 5 THRU 8(ALL) I I I Click on photo for larger image. � t i No Permit Bet viewed vv iffi Microsoft Internet Explorer 6,0 or Iatrvr AIS q+inuJ,s - 6-_c Printer Friendly dl' http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp 4/3/2008 City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 LEWIS ERICA BETH 3422 COPPER ST PORT TOWNSEND WA 98368-4866 Application No BLD08-066 Project: 2 story addition - living room and bonus room Application Type Residential-Addition/Remodel Parcel# 948001105 Subdivision: DUNDEEPLACE Block/Lot Site Address: 3422 COPPER ST Description Building Permit Fee Ran Review Fee State Building Code Council Fee Technology Fee for Building Permit Record Retention Fee for Building Permit I VMWAYPM $0.00 $150400 $0.00 $0.00 $0.00 N Total Fee Arnount: $1381,82 Total Paid/Credits: ' Balance Due: C$1231.82I Payment due within 30 days c9- 123 1 D Invoice Date: 23,AP64-08l Invoice # 348 M PORI r,,x, M. WSO Receipt Number. t0� �,� BLD08-066 948001105 Plan Review Fee - Revision �.�rP� r.►ate - 7_ ..s�,�.,rgr .. Fee Desciijit10 08-0422 04/28/2008 Building Permit Fee 08-0324 03/27/2008 Plan Review Fee 08-0422 04/28/2008 Plan Review Fee 08-0422 04/28/2008 Record Retention 08-0422 04/28/2008 Fee for Building Permit 08-0422 State Building Code Council Fee 04/28/2008 Technology Fee for Building Paym: nt .... Permit Method Check NU M, ber ay agent CHECK 2051 w ol� nt $ 50.00 Total $50.00 genprrdrreceipts $50.00 $50.00 Total: $50.00 Amount tlfat pal"d Perarrlft` $818.75 BLD08-066 $150.00 BLD08-066 $382.19 BLD08-066 $10.00 BLD08-066 $4.50 BLD08-066 $16.38 BLD08-066 Rage 1 of 1 $0.00 TORT h 2i MIIIPOOW044l34068 FRONTDESK Receipt Number: 0 ;p4l# NIS ERICA B TH OrIgin8l Fee Amount Fee ipermit# PerceI Fee Description Amount, Paid Balance BLD08-066 948001105 Plan Review Fee $532.19 $382.19 $0.00 BLD08-066 948001105 Technology Fee for Building Permit $16.38 $16.38 $0.00 BLD08-066 948001105 State Building Code Council Fee $4.50 $4.50 $0.00 BLD08-066 948001105 Building Permit Fee $818.75 $818.75 $0.00 BLD08-066 948001105 Record Retention Fee for Building P $10.00 $10.00 $0.00 Total: $1,231.82 Previous Payment History !R,qcejPt# receipt Duarte Fee Description Amount Pal I d Permit # 08-0324 03/27/2008 Plan Review Fee PeYment Check Payment Method Number Amount CHECK _ 1033 $ 1,231.82 Total $1,231.82 $150.00 BLD08-066 genpmtrreceipts Page 1 of 1 Receipt Number 08�-4 Rp'colpf,pato: . ......... . .. .... .. ... . . IZ74068 .. ............. ... . . ........ . .. Cashler„ $WASSMER PayortPayqe Name: LEMS MC,A'6;TH .. ...... ..... ........... . . . .... .. .... .. . ... � 7----,- 7- 0091 alfoo AT'O,unt Fee P�F�mlt,# Parcel Foe� Olescriptlon ...... .... .. .... ... ........ PS'aid, ounce BLD08-066 948001105 Plan Review Fee $150.00 $150.00 $0,00 Total: $150.00 . ......... . . Previous Paym en i History Rer.e)p'i 0', Recelpt Data Fee Desoriptlon .. . .. . ...... . ........ . Am o'U'"t Pa, Id Perm 1 91 P4, enii . ..... .. ...... Cie oi� Payme rt Melftod' Number Arn6uh .. ........ .... ..... CHECK . 2048 $150.00 . .......... Total $150.00 genpmtrreceipts Rage I of 1 Inspection Report Project Permit -Oro 60 Date Inspector Inspection & Notes tz Ca ............. .__..... _..v_. _.: ... . ..,.._ _....::. _............ . ..... �m .......... _. a O N M M a u� 0 N Q> N N c 7 c O p d3E 0 C jL O > C 7 L � O O 0 GYM Q Q Q Q Q Q Q Q Q Q "'.. 00 e0 co CC) m 0) co CD 0) C O O O O O O O C) O O O O O O O O O O C)O w N N N N N N N N N N O O N N O N O O O O O O O O O c c Oco — O) Q c C U W c co a)•� N > N c O N E — c o_ . C c tm Q 3 7 o. m U a c U E w 0 O �O sz p p N , L — O �+ c c LL u. c � cn w 1 0 1 0 1 c cc com m m � m 3 J CT. .0 p ' c L U 7 Q d m N OL7 •7 Q •7 N •j U� m m U- m m c UI c U c U) O 0 U Z LL aw Z 0_j 0— Q of m�� O �Q 7)C Q U LU m QC7 �- CO (n M OL d z LL z LL J U) ? C9 li Co 0 C N N U U Ca. a `0 f6 N 0 `o Loo Lo c c j, >+ T >,cc M >, (LO (0 C C c c 0 U U U U U U U 0 w w w Ir w it E 0 0 L 0) C L 1 c E O OL d '0 Nd coo C: 0 ?. o U O .0 N L N C V N m co L U �S? O d Q', n �O L J� 10 t 00 O N CD ?oRr,, CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CA/LLL BY 3:OOPM FF/RIDAY, DATE OF INSPECTION: f PERMIT NUMBER: fio I1. SITE ADDRESS: �,.. CONTACT PERSON: PHONE: b TYPE OF INSPECTION: �.__............. ❑ APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be _ checked at next inspection Inspector � _ �.:` ._m— _.. _-.... _ ..... Date Acknowledgement, ent, Date ❑ NOT APPROVED Call for re -inspection before proceeding. Approved plans and permit card must be on -site and available at time of inspection. A re -inspection fee may be assessed if°work is not ready for inspection. OT CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT �waatl 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 _ �._��� I'� NUMBERS" �....fta`. SITE ADDRESS: PROJECT NAME:µ: CONTRACTOR: CONTACT PERSON: PHONE: TYPE OF INSPECTION:................................. F'A" y i ❑ APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Ins ector �, p _ mm. Date p �� ❑ NOT APPROVED Call for re -inspection before proceeding. Approved plans sand 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. 9''" CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT a n 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: _ _ 1 P I+ MI,II N'IriiIli :21. SITE ADDRESS:, ° PROJECT NAME: CONTRACTOR: CONTACT PERSON: PHONE: TYPE OF INSPECTION ........ ...�.............. ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED o.._ CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before c!.Welied at next inspection procc µding. Inspector ... ......... 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 fbr inspection. "90FIT CITY OF PORT TOWNSEND REPORTDEVELOPMENT SERVICES DEPARTMENT INSPECTION inspection.WA For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the For i ,. inspections, , II PM Friday. DATE OF INSPECTION: 20 1,2oo PERMIT NUMBER SITE ADDRESS: PROJECT NAME: CONTRACTOR: CONTACT PERSON: PHONE: TYPE OF INSPECTIO . ........... . . - ------ . .......... ........ w .......... 7 ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS �. Ok to proceed. Corrections will be Call for re -inspection before - checked at next inspection proceeding. Inspector [: _.� Date .... Approvedplans 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. 90IRT CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENTINSPECTION REPORT For inspections, call the Inspection Line at 360-35-229 y 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. .. �.mm. ATE OF INSPECTION: � � � � 11MI4N 1" NUMBER:� ;����t'm _ ..........�........ SITE ADDRESS:.. . PROJECT NAME: CONTRACTOR: CONTACT: TYPE OF INSPECTION: ❑ APPROVED , ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS to proceed. Corrections will be Call for re -inspection before p checked at next inspection proceeding. Inspector 14",__ __ ....� � , . ........ ............... Approvedplans 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.