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HomeMy WebLinkAboutBLD10-016City of Port Townsend Development Services Department orrection Notice PermiTNUMBER [>CJ\ /O) at AY OWNER JOBLOCATION __/ 2 / S LAWKE (DOF. Bl Inspection of this structure has found the following violations: (HOTS i, — A aclar SES You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made; call for inspection. Inspector DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE | City of Port Townsend (360)379-5095, BUILDING PERMIT Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 Project Information Permit # BLD10-016 Permit Type Commercial Tenant Improvement Project Name TI ADU Bath Unit #001 Site Address 1215 LAWRENCE ST Parcel # 968200502 Project Description TI ADU Bath Unit #001 Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Nordland Construction Nw Inc Owner Nordland Construction Nw Inc Contractor Nordland Construction Tom Johnson QO - CITY 7172 12/31/2010 Contractor Nordland Construction Tom Johnson QO - STATE NORDLCN953_ 11/17/2011 Fee Information Project Details Project Valuation $11,250.00 Entered Bid Valuation 11,250 DOLL Plan Review Fee 136.01 Units: Heat Type: PLAN REVIEW DEPOSIT 50 50.00 Bedrooms: Construction Type: PLAN REVIEW REFUND 50 -50.00 Bathrooms: Occupancy Type: State Building Code Council Fee 4.50 Technology Fee for Building Permit 5.00 Building Permit Fee 209.25 Record Retention Fee for Building 10.00 Permit Total Fees $ 364.76 Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name Tom, SouWSonS Signature Ve (__ _—— Date 2-!—“lO | 02/01/2010 Issued By: MWAY Date Expires: 07/31/2010 Date Issued: CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCELNO. 968200502 —- PERMIT NO. BLD10-016 ISSUED DATE _02/01/2010 «EXPIRATION DATE __07/34/2010 ADDRESS 1215 LAWRENCE ST CONSTRUCTION TYPE OCCUPANT LOAD OWNER NORDLAND CONSTRUCTION NW INC PROJECT DESCRIPTION TI ADU Bath Unit #001 CONTRACTOR NORDLAND CONSTRUCTION LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT INSULATION | GWB Kick, (eb feove MISCELLANEOUS FINAL PUBLIC WORKS FIRE-FINAL FINAL BUILDING Key hyp —— TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. peFere) CURBMITHL FoR uv/T # OO get itis LA ence $7, me C cf - ~ << -7!' 4+ : wt aaa | £ - eh oo: oy 4 ¥ 4 3) ~ 7 \ : - od tS _*" . ‘co REsTRoom A ABA ComPuavT NOTICE: Plans are approved excepting any errors or omissions. All work must pass inspection in conformance with all applicable codes and regulations. APPROVED Date: [-23-[O Permit No: BLD(Q— Ol By: “L. ~ Building Official CITY OF PORT TOWNSEND FILECT Chapter 6. Plumbing Elements and , acilities 603 Toilet and Bathing Rooms 603.1 General. Accessible toilet and bathing rooms shall comply with Section 603. 603.2 Clearances. 603.2.1 Turning Space. A turning space com- plying with Section 304 shall be provided within the room. 603.2.2 Overlap. Clear floor spaces, clear- ances at fixtures, and turning spaces shall be permitted to overlap. 603.2.3 Door Swing. Doors shall not swing into the clear floor space or clearance for any fixture. EXCEPTIONS: 1. Doors to a toilet and bathing room for a single occupant, accessed only through a private office and not for common use or public use shall be permitted to swing into the clear floor space, provided the swing of the door can be reversed to meet Section 603.2.3. 2. Where the room is for individual use and a clear floor space complying with Section 305.3 is provided within the room beyond the arc of the door swing. 603.3 Mirrors. Mirrors located above lavatories, sinks or counters shall be mounted with the bottom edge of the reflecting surface 40 inches (1015 mm) 16— 18 405 — 455 (a) Accessible Water Closets ICC/ANSI A117.1-2003 maximum above the floor. Mirrors not located above lavatories, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35 inches (890 mm) maximum above the floor. 603.4 Coat Hooks and Shelves. Coat hooks shall be located within one of the reach ranges specified in Section 308. Shelves shall be 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum above the floor. 604 Water Closets and Toilet Compartments 604.1 General. Accessible water closets and toilet compartments shall comply with Section 604. Compartments containing more than one plumbing fixture shall comply with Section 603. Wheelchair accessible compartments shall comply with Section 604.8. Ambulatory accessible compartments shall comply with Section 604.9. EXCEPTION: Water closets and toilet compart- ments primarily for children’s use shall be per- mitted to comply with Section 604.10 as applica- ble. 604.2 Location. The water closet shall be located with a wall or partition to the rear and to one side. The centerline of the water closet shall be 16 inches (405 mm) minimum to 18 inches (455 mm) maxi- mum from the side wall or partition. Water closets lo- cated in ambulatory accessible compartments spe- cified in Section 604.9 shall have the centerline of the water closet 17 inches (430 mm) minimum to 19 inches (485 mm) maximum from the side wall or partition. 430 — 485 (b) Ambulatory Accessible Water Closets Fig. 604.2 Water Closet Location 46 ICC/ANSI A117.1-2003 604.3 Clearance. 56 m i n V2 604.3.1 Size. Aclearance around a water closet 60 inches (1525 mm) minimum, measured per- pendicular from the sidewall, and 56 inches (1420 mm) minimum, measured perpendicular from the rear wall, shall be provided. 604.3.2 Overlap. The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, paper dispensers, sanitary napkin receptacles, coat hooks, shelves, accessible routes, clear floor space at other fixtures and the turning space. No other fixtures or obstructions shall be within the required water closet clearance. Other fixtures not allowed within this area 14 2 0 Fig. 604.3 Size of Clearance for Water Closet 604.4 Height. The height of water closet seats shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum above the floor, measured to the top of the seat. Seats shall not be sprung to re- turn to a lifted position. EXCEPTION: A water closet in a toilet room for a single occupant, accessed only through a pri- vate office and not for common use or public use, shall not be required to comply with Section 604.4. 604.5 Grab Bars. Grab bars for water closets shall comply with Section 609 and shall be provided in ac- cordance with Sections 604.5.1 and 604.5.2. Grab bars shall be provided on the rear wall and on the side wall closest to the water closet. EXCEPTIONS: 1. Grab bars are not required to be installed in a toilet room for a single occupant, accessed only through a private office and not for com- Chapter 6. Plumbing Elements and Facilities 7 17-19 Fig. 604.4 Water Closet Height mon use or public use, provided reinforce- ment has been installed in walls and located so as to permit the installation of grab bars . complying with Section 604.5. In detention or correction facilities, grab bars are not required to be installed in housing or holding cells or rooms that are specially de- signed without protrusions for purposes of suicide prevention. In Type A units, grab bars are not required to be installed where reinforcement complying with Section 1003.11.4 is installed for the fu- ture installation of grab bars. In Type B units located in institutional facili- ties and assisted living facilities, two swing- up grab bars shall be permitted to be installed in lieu of the rear wall and side wall grab bars. Swing-up grab bars shall comply with Sections 604.5.3 and 609. Ina Type B unit, where fixtures are located on both sides of the water closet, a swing-up grab bar complying with Sections 604.5.3 and 609 shall be permitted. The swing-up grab bar shall be installed on the side of the water closet with the 18 inch (455 mm) clear- ance required by Section 1004.11.3.1.2. 604.5.1 Fixed Side Wall Grab Bars. Fixed sidewall grab bars shall be 42 inches (1065 mm) minimum in length, located 12 inches (305 mm) maximum from the rear wall and extending 54 inches (1370 mm) minimum from the rear wall. In addition, a vertical grab bar 18 inches (455 mm) minimum in length shall be mounted with the bottom of the bar located between 39 inches (990 mm) and 41 inches (1040 mm) above the floor, and with the center line of the bar located between 39 inches (990 mm) and 41 inches (1040 mm) from the rear wall. EXCEPTIONS: 1. In Type A and Type B units, the vertical grab bar component is not required. 47 Chapter 6. Plumbing Elements and Facilities 2. Ina Type B unit, when a side wall is not available for a 42-inch (1065 mm) grab bar, the sidewall grab bar shall be per- mitted to be 18 inches (455 mm) mini- mum in length, located 12 inches (305 mm) maximum from the rear wall and extending 30 inches (760 mm) mini- mum from the rear wall. 39-41 990 — 1040 c 54 min E/ 8 o;jt 12 max 1370 ’ = 305 A 42 min 1065 (a 3) 74 P Section 609.4 3 \ he 3] Ojir | om |o > | I}1 Blo Big |S co 48 Fig. 604.5.1 Side Wall Grab Bar for Water Closet 604.5.2 Rear Wall Grab Bars. The rear wall grab bar shall be 36 inches (915 mm) minimum in length, and extend from the centerline of the water closet 12 inches (305 mm) minimum on the side closest to the wall, and 24 inches (610 mm) minimum on the transfer side. EXCEPTIONS: 1. The rear grab bar shall be permitted to be 24 inches (610 mm) minimum in length, centered on the water closet, where wall space does not permit a grab bar 36 inches (915 mm) minimum in length due to the location of a recessed fixture adjacent to the water closet. 2. Ina Type Aor Type B unit, the rear grab bar shall be permitted to be 24 inches (610 mm) minimum in length, centered on the water closet, where wall space does not permit a grab bar 36 inches (915 mm) minimum in length. 3. Where an administrative authority re- quires flush controls for flush valves to be located in a position that conflicts with the location of the rear grab bar, that grab bar shall be permitted to be split or shifted to the open side of the toi- let area. ICC/ANSI A117.1-2003 36 min 915 12 min 24min | Pd 305 610 || ¢ . | bs 0 od Oi~r Oo O]a © ty 1 3 ” az Fig. 604.5.2 Rear Wall Grab Bar for Water Closet 604.5.3 Swing-up Grab Bars. Where swing-up grab bars are installed, a clearance of 18 inches (455 mm) minimum from the centerline of the water closet to any side wall or obstruction shall be provided. A swing-up grab bar shall be installed with the centerline of the grab bar 15°/4 inches (400 mm) from the centerline of the wa- ter closet. Swing-up grab bars shall be 28 inch- es (710 mm) minimum in length, measured from the wall to the end of the horizontal portion of the grab bar. 153/4 400 ~\ N\ ¢ 18 min [ 18 min 455 11 455 Fig. 604.5.3 Swing-up Grab Bar for Water Closet 604.6 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush con- trols shall comply with Section 309. Flush controls shall be located on the open side of the water closet. ICC/ANSI A117.1-2003 EXCEPTION: In ambulatory accessible com- partments complying with Section 604.9, flush controls shall be permitted to be located on either side of the water closet. 604.7 Dispensers. Toilet paper dispensers shall comply with Section 309.4 and shall be 7 inches (180 mm) minimum and 9 inches (230 mm) maxi- mum in front of the water closet measured to the centerline of the dispenser. The outlet of the dis- penser shall be 15 inches (380 mm) minimum and 48 inches (1220 mm) maximum above the floor, and shall not be located behind the grab bars. Dispens- ers shall not be of a type that control delivery, or do not allow continuous paper flow. 604.8 Wheelchair Accessible Compartments. 604.8.1 General. Wheelchair accessible com- partments shall comply with Section 604.8. 604.8.2 Size. The minimum area of a wheel- chair accessible compartment shall be 60 inch- es (1525 mm) minimum in width measured per- pendicular to the side wall, and 56 inches (1420 mm) minimum in depth for wall hung water clos- ets, and 59 inches (1500 mm) minimum in depth for floor mounted water closets measured per- pendicular to the rear wall. The minimum area of a wheelchair accessible compartment for pri- marily children’s use shall be 60 inches (1525 mm) minimum in width measured perpendicu- lar to the side wall, and 59 inches (1500 mm) minimum in depth for wall hung and floor mounted water closets measured perpendicu- lar to the rear wall. o s| 3 = a8 § “| 3 nD Et | a — >») ” P Y) Els Tomas?) fa yo” 7-9 180 — 230 (a) Below Grab Bar Fig. 604.7 Chapter 6. Plumbing Elements and Facilities 604.8.3 Doors. Toilet compartment doors, in- cluding door hardware, shall comply with Sec- tion 404.1, except if the approach is to the latch side of the compartment door clearance be- tween the door side of the stall and any obstruc- tion shall be 42 inches (1065 mm) minimum. Doors shall be located in the front partition or in the side wall or partition farthest from the water closet. Where located in the front partition, the door opening shall be 4 inches (100 mm) maxi- mum from the side wall or partition farthest from the water closet. Where located in the side wall or partition, the door opening shall be 4 inches (100 mm) maximum from the front partition. The door shall be self-closing. A door pull complying with Section 404.2.6 shall be placed on both sides of the door near the latch. Toilet compart- ment doors shall not swing into the required minimum area of the compartment. 604.8.4 Approach. Wheelchair accessible compartments shall be arranged for left-hand or right-hand approach to the water closet. 604.8.5 Toe Clearance. The front partition and at least one side partition shall provide a toe clearance of 9 inches (230 mm) minimum above the floor and extending 6 inches (150 mm) beyond the compartment side face of the partition, exclusive of partition support mem- bers. Compartments primarily for children’s use shall provide a toe clearance of 12 inches (305 mm) minimum above the floor and extending 6 inches (150 mm) beyond the compartment side face of the partition, exclusive of partition sup- port members. ¢ 12 min | 305 — (Z7ZZZ) —_ NE Section 609.3 P S| Oo EN o| r- vt —— 180 — 230 (b) Above Grab Bar Dispenser Location 49 Chapter 6. Plumbing Elements and Facilities 56 mi n 14 2 0 60 min 1525 (a) Wall-Hung Water Closet — Adult ICC/ANSI A117.1-2003 59 mi n 60 min 1525 (b) Floor-Mounted Water Closet — Adult Wall-Hung and Floor-Mounted Water Closet — Children Fig. 604.8.2 Wheelchair Accessible Toilet Compartments EXCEPTIONS: 1. Toe clearance at the front partition is not required in a compartment greater than 62 inches (1575 mm) in depth with a wall-hung water closet, or greater than 65 inches (1650 mm) in depth with a floor-mounted water closet. In a compartment primarily for children’s use, greater than 65 inches (1650 mm) in depth, toe clearance at the front parti- tion is not required. 2. Toe clearance at the side partition is not required in a compartment greater than 66 inches (1675 mm) in width. 604.8.6 Grab Bars. Grab bars shall comply with Section 609. Side wall grab bars complying with Section 604.5.1 located on the wall closest to the water closet, and a rear wall grab bar com- plying with Section 604.5.2, shall be provided. 604.9 Ambulatory Accessible Compartments. 50 604.9.1 General. Ambulatory accessible compartments shall comply with Section 604.9. 604.9.2 Size. The minimum area of an ambula- tory accessible compartment shall be 60 inches (1525 mm) minimum in depth and 36 inches (915 mm) in width. 604.9.3 Doors. Toilet compartment doors, in- cluding door hardware, shall comply with Sec- Alternate door loacation a ‘ 42 mi n 10 6 5 | Fig. 604.8.3 Wheelchair Accessible Compartment Doors tion 404, except if the approach is to the latch side of the compartment door the clearance be- tween the door side of the compartment and any obstruction shall be 42 inches (1065 mm) minimum. The door shall be self-closing. A door pull complying with Section 404.2.6 shall be placed on both sides of the door near the latch. Compartment doors shall not swing into the re- quired minimum area of the compartment. CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT # BCD 10- OlY SCOPE OF WORK: Tet Unit #001 DATE RECEIVED _|-2 |- “2010 Satrnve orn ABA COMNMpPLANT DATE ACTION INITIALS \—-2[- LO ENTERED INTO CHET MAO I~2U1- LO CHECKED FOR COMPLETENESS ies |~28-(0 Plan review? comp |etss ——— Zoning: Setbacks OK? CL - \ ben YA only Lot Size: re Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? Demo? Historic Rev? Notice to Title? Lots of Record? Development Services 250 Madison Street, Suite 3» - Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619. www.cityofpt.us ilding Permit Application Parcel# GER ZMNSozZ Project Address & Zoning District: Legal Description (or Tax #): Office Use Only +f ’ Addition: ee 215 iAWenenlee $7 UNH £061 Permit Block:___13'3 #2 DLO -O1l”"V Lot(s):_ let + UalAt Associated Permits: a Project Description: “?P FAIS Fee Coritienc/AL Hu /T # 00) = » Applications accepted by mail must include a check for initial plan review fee of $150 >» See the “Commercial Building Permit Application Checklist” for details on plan submittal requirements. Property Owner: Name: Address: S City/St/Zip: Phone: Email: Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name:_f7 257 FeO eRAL Project Valuation: $_ZZ, $00 Name: Address: City/St/Zip: Phone: L Email: Jf \ Contact/Representative: ) Contractor: “641 Jono Name:_ NGROLAA/O CONSTRUCTION Mul Zhe Address:_]@3 foajpepn& PL City/StZip: MIRA LAND vit 92309 Phone:__2£4 ~-274/ - 127+] Email: Nee LAN BCON SrucTon| NWO HoTMAl- State License #_N62ALNI CZ NT Exp:_t City Business License #:,_ O@°7/77Z_ Construction Type:_ 7 7) FIN [SH Occupancy Rating: 6 Building Information (square feet): 1* floor Restrooms: 2” floor Deck(s): 3" floor _ Storage: Basement: $6 _ Isit finished? YesCNo_ > Other: 77 a New O Addition Remodel/Repair 0 Change of Use 0 Total Lot Coverage (Building Footprint): Square feet: % Impervious Surface: Square feet: | hereby certify that the information provided is correct, that | 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: THetAas John sons = Signature: Sim) —— Date:_/~ 2/- Jo COMMERCIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new construction, additions, and remodels O Commercial building permit application. O Non-Residential Energy Code forms: x Lighting x Mechanical xt Envelope O Three (3) sets of plans with North arrow and scaled, no smaller than 4” = 1 foot: O Title Page/Cover Sheet: Project identification Project address, legal description, location map, tax parcel number(s) All design professionals identified including addresses and phone numbers Name, address, and phone number of person responsible for project coordination Design criteria, including occupancy group, construction type, allowed floor area vs. proposed, occupant loads, height and number of stories, deferred submittals, etc. aA R w O N > © Designate compliance with all applicable codes O Asite plan showing: Legal description and parcel number (or tax number), Property lines and dimensions On-site parking and driveway with dimensions Street names and any easements or vacations Location and diameter of existing trees Utility lines If applicable, existing or proposed septic system location . Delineated critical areas boundaries and buffers O 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 O Floor plan: Room use and dimensions Braced wall panel locations Smoke detector locations Attic access Plumbing and mechanical fixtures Occupancy separation between dwelling and garage (if applicable) Se o n ao r Ys NO O R W N = O 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 10. Roof sheathing, roofing material, roof pitch, attic ventilation O Exterior elevations with existing slope of the land in relation to all proposed structures O If architecturally designed, one set of plans must have an original signature 0 If engineered, one set of plans must have one original signature O For new dwelling construction, Street & Utility or Minor Improvement application OA N W A R W N = Setbacks from front, sides and rear in accordance with a pinned boundary line survey . Window, skylight, and door locations, including escape windows and safety glazing Look Up a Contractor, Electi’ 1, Plumber or Elevator Professional L” ise Detail Information in Spanish Topic Index Contact Info Home Safety Claims & Insurance Workplace Rights Trades & Licensing Find a Law (RCW) or Rule (WAC) Get a form or publication 2) Help Return to List > Start a New Search > i Printer friendly General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Verify Workers’ Comp Premium Status Check for Dept. of Revenue Account Name NR OLAND CONST NW UBI No. 4) 602529765 Phone No. (360) 379-6950 Status 4y ACTIVE Address 123 PONDEROSA PL License No. NORDLCN953NT ; License Type ;, CONSTRUCTION Suite/Apt. ~ CONTRACTOR City NORDLAND Effective Date 8/30/2005 State WA Expiration 11/17/2011 Date Zip 98358 Suspend Date i County JEFFERSON Specialty 1 dj GENERAL Business Type Corporation Specialty 2 4; UNUSED Parent Company & Other Associated Licenses License Name Type Specialty|Specialty| Effective |Expiration Status yP 1 2 Date Date NORDLAND NORDLCC175MF/CONSTRUCTION|CONSTRUCTION ceeRal IUNUSED |7/6/1983 |6/10/1995|ARCHIVED CO INC CONTRACTOR NORDLAND CONSTRUCTION NORDLBC184LS BUILDING CO. ICONTRACTOR GENERAL |UNUSED |6/10/1982)6/10/1983/ARCHIVED NORDLAND NORDLCC994JQ|CONSTRUCTION|-pNepnec ne |GENERAL|UNUSED [4/18/2001|6/24/2004|RELICENSED CO INC 2 Business Owner Information = Hide All Name Role Effective Date Expiration Date JOHNSON, THOMAS E PRESIDENT 08/30/2005 JOHNSON, JACOB J SECRETARY 08/30/2005 JOHNSON, PAUL M TREASURER 08/30/2005 JOHNSON, MARK E VICE PRESIDENT 08/30/2005 = Bond Information i, — Beil A Effective |Expiration|Cancel|Impaired| Bond Received pany Date Date Date Date Amount Date Name_ | Number 1 IcBIC 562888 [08/24/2005 Unt! $12,000.00|08/30/2005 Cancelled = Insurance Information i; [ |Company| Policy | Effective | Expiration [cancellimpaired|, Received https://fortress.wa.gov/Ini/bbip/Detail.aspx Page 1 of 2 1/21/2010 Receipt Number: BLD10-016 968200502 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 CHECK 3477 $ 50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 Receipt Number: = BLD10-016 968200502 Plan Review Fee $136.01 $136.01 $0.00 BLD10-016 968200502 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-016 968200502 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-016 968200502 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD10-016 968200502 Building Permit Fee $209.25 $209.25 $0.00 BLD10-016 968200502 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $314.76 10-0083 01/21/2010 PLAN REVIEW DEPOSIT 50 $50.00 BLD10-016 CHECK ) 3518 / $ 314.76 Total: $314.76 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-016 968200502 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 CHECK 3477” $ 50.00 Total: $50.00 genpmtrreceipts Page 1 of 1