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2006, 09-25 Permit App: 06003802 Safety InspectionspoKane . Md1ey Community Development 11707 E Sprague Ave, Suite 1D6 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 a taw. spok an eval l e v. oro Plumbing Permit Application PERMIT NUMBER PERMIT FEE: ❑ Commercial ❑ Residential SITE ADDRESS: 2:7 c ck'i Building Owner Name: Phone: Fax: Address: City. State: Zip: Contractor Name: < c Cts'1'.\ i~..J- \ ..,A,,c ,,,.-N Phone: r` > f• i ) 1 Fax: Address: --Li zo • �� r,4 ll city: F ice.. �,.c State: Zip: C\ CI ,r License No: City Business Lic: . Contact ' 1 _„ . Name: Phone: DESCRIPTION OF WORK # OF UNITS X COST TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS 2- X $6.00 2 URINALS x $6.00 3 TUBS X $6.00 4 SHOWERS (PER TRAP) BATH, STALL, ON-SITE BUILT X $6.00 5 SINKS LAVS/BASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT 1 X $6.00 6 DISHWASHER X $6.00 7 CLOTHES WASHER X $6.00 8 GARBAGE DISPOSAL X $6.00 9 WATER SOFTENER X $6.00 10 - ELECTRIC HOT WATER TANK NOTE IF GAS. SEE MECHANICAL 1 X $6.00 11 FLOOR DRAINS AREA CASE, COIL TRENCH, CONDENSATE X $6.00 12 ROOF DRAINS/OVERFLOW DRAINS X $6.00 13 FOUNTAINS, DRINKING X $6.00 14 WATER PIPING/DRAIN-IN WASTE, VENT, PLUMBING, REVERSAL NSTALLATION, ALTERATION, REPAIR, REVERSALS X $6.00 15 SEWAGE EJECTOR GRINDER, SUMP PUMP X $6.00 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP COOLER X $6.00 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR VATS, TANKS, BOILERS X $6.00 18 INTERCEPTORS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X $6.00 19 MEDICAL GAS (per outlet) NITROUS, OXYGEN X $6.00 20 MISCELLANEOUS PLUMBING FIXTURE X $6.00 21 PRIVATE SEWAGE DISPOSAL/SYS X $20.00 22 INDUSTRIAL WASTE INTERCEPTOR X $15.00 METHOD OF PAYMENT: ❑CASH ❑ CHECK ❑ VISA ❑ MC Card# AUTHORIZED SIGNATURE: REVISED 8/26/D5 EXPIRES: VIN: SUBTOTAL PROCESSING FEE $35.D0 TOTAL PERMIT FEE DUE: Sp'Wane 11707 E Sprague Ave, Suite 106 SeY Spokane Valley, WA 99206 ® (509)688-0036 FAX: (509)688-0037 Community Development wsvw.snokanevallev.ors Mechanical Permit Application ❑ Commercial PERMIT NUMBER PERMIT FEE: 0 Residential SITE ADDRESS: Building Ovrner Name: Phone: Fax: Address: City. State: Zip: Contractor Name: Phone: Fax Address: City. State: Zip: License No: City Business Lic: Contact Name: Phone: DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 l X $12.00 = 2 FUEL BURNING APPLIANCE More than 100,000 X $15.OD = 3 UNLISTED APPLIANCE (Additional Fee) Equal to or less than 400,000 X $50.00 = 4 UNLISTED APPLIANCE (Additional Fee) More than 400,000 X $100.00 = 5 USED APPLIANCE (WSEC min. AFUE rating) Equal to or Tess than 400,000 X $50.00 = 6 USED APPLIANCE (WSEC min. AFUE rating) More than 400,000 X $100.00 = 7 BOILER/REFRIGERATION 1 - 100M BTU X $12.00 = B BOILER/REFRIGERATION 101 - 50DM BTU X $20.0D = 9 BOILER/REFRIGERATION 501 -1,000M BTU X $25.00 = 10 BOILER/REFRIGERATION 1,001 - 1,75DM BTU X $35.00 = 11 BOILER/REFRIGERATION More than 1,750M BTU X $60.00 = 12 GAS LOG, GAS INSERT, GAS FIREPLACE X $10.00 = 13 RANGE 1 X $10.00 = 14 DRYER X $10.00 = 15 FUEL BURNING WATER HEATER X $10.00 = 18 MISC. FUEL BURNING APPLIANCE X $10.0D = 17 GAS PIPING (each outlet) ! X $1.0D = 18 DUCT SYSTEMS ° X $10.00 = 19 VENTILATING FANS X $10.00 = 20 AIR HANDLER (DOES NOT include ducting) Equal to or Tess than 10,000 CFM X $12.00 = 21 AIR HANDLER (DOES NOT include ducting) Greater than 10,000 CFM X $15.00 = 22 EVAPORATIVE COOLERS X $10.0D = 23 TYPE 1 HOOD X $50.00 = 24 TYPE II HOOD X $10.00 = 25 HEAT PUMP/AIR CONDITIONER 0-3 TON X $12.00 = 26 AIR CONDITIONER 3-15 TON X $20.00 = 27 AIR CONDITIONER 15-30 TON X $25.00 = 28 AIR CONDITIONER 30-50 TON X $35.00 = 29 AIR CONDITIONER More than 50 TON X $60.00 = 30 LPG STORAGE TANK X $10.0D = 31 WOOD OR PELLET STOVE/INSERT X $10.00 = 32 WOOD STOVE - FREE STANDING X $25.00 = 33 REPAIR & ADDITIONS 1 X $15.00 = 34 VENTILATION SYSTEMS X $12.DD = 35 VENTILATION MECHANICAL EXHAUST X $12.00 = 36 INCINERATOR - RESIDENCE X $19.00 = 37 INCINERATOR - COMMERCIAL X $22.00 = METHOD OF PAYMENT: ❑CASH 0 CHECK 0 VISA 0 MC CARD #: SUBTOTAL EXPIRES: PROCESSING FEE $35.0D VIN: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 6/26/05 SPOKANE VALLEY NOTICE OF INSPECTION PROPERTY ADDRESS: ?C� ' V411_ 1L3 PROJECT NO Cc' 3 nc•EY` OWNERrn Irr45-sci{c- _r "'ti CONTRACTORCo/kV(-4141W- pc., /kVj �Je �(7 — IrPECTION TYPE: 1 l t e - ScLC L, 1 n c. -tail_ - XA Lc` 00- 0V)- _-f 4 - STATUS OF WORK LISTED ABOVE: APPROVED CORRECTIONS NEEDED NOTES- f 2.:-10.` 4 ilk 77 ."--g1, 4e/G QUESTIONS? CALL OUR OFFICE: BUILDING DIVISION 509 OFFICE INSPECTION688-0LINE036 (509) 688-0054 CALLED IN: lime DATE I'Valley DATE TIME 7 (2 t PSNW PROPERTY SQL UTIQN5 NORTHWE5T INSPECTION • ASSESSMENT • ANALYSIS • EVALUATION "YOUR PROFESSIONAL RESOURCE" August 8, 2006 Mr. Fred Anderson Compass Construction 2420 N. Wall Street Spokane, WA 99205 Reference: Amstader Claim No.: — — Dear Mr. Anderson: On August 8, 2006, I examined the Amstader property at 2708 N. Park Avenue, Spokane Valley, WA. You were present during my investigation. PURPOSE The purpose of the investigation was to examine reported floor joist fire damage concerns at the property. Of particular interest was the nature and scope of the reported floor joist fire damage concerns. Repair recommendations (if any) are presented for comprehension and scope purposes only; and are not intended for permitting purposes or construction use, without full plans and specifications (which is beyond the scope of this report). Investigation of other aspects of the property was not conducted, unless specifically noted below. PREMISES The subject structure is a single story frame building, constructed over a partial basement, extending approximately four to six feet below grade. The building is of mixed age (unknown original age, with substantial reconstruction approximately three years ago), and is maintained in average condition. INVESTIGATION OBSERVATIONS For the purposes of this inspection and report, the front of the house is presumed to face south. All references to direction or orientation are made relative to this presumed structure orientation, and are not intended to establish true compass direction. A fire occurred at the structure. Severe smoke dispersal was observed over most of the main level of the structure. Several areas displayed significant heat activity and moderate char. The basement displayed significant char, particularly in the southwest utility and mechanical area. The main floor is framed with Boise Cascade I joist ("BCI") floor framing, sheathed with OSB panel decking. Three to five BCIs above the utility closet displayed significant to severe fire char. The three easterly BCIs (double header and single joist) display significant flange and web char. The next two joists are partially obscured by HVAC ducts. Visible portions of the joists display moderate flange char. P.O. BOX 685 • MEAD • WA • 99021 (509) 467-5353 • FAX (509) 468-3235 Mr. Fred Anderson August 8, 2006 page two Main level floor sheathing ("OSB" panels) displayed significant localized char above the utility area. Also noted was as single BCI in the north crawlspace, which displayed moderate lower flange char. Also noted were singed rafter tails (truss over hangs) on the south exterior of the structure. No char or deformation was observed. CONCLUSION Based upon the above stated observations; it is my opinion that three to five BCIs in the utility area should be replaced. Once HVAC ducts are removed, evaluation of the two questionable BCIs can be made. The one moderately charred crawlspace area BCI should be left in place, and a new BCI installed adjacent to the charred BCI. The utility area BCIs are full length, extending across the center bearing wall. The replacement BCIs should be installed over the center bearing wall, and lapped against adjacent crawlspace BCI segments. Alternately, the two sets of BCIs (existing north side and replaced south side) can be installed in joists hangers, attached to a 4" nominal ledger board, properly secured to the center bearing wall. The rafter tails are not impaired, and may be used without structural repair. Other fire repair work should be completed as necessary. LIMITATIONS The information contained in this report is for the exclusive use of Mr. Fred Anderson of Compass Construction ; and Property Solutions NW assumes no responsibility or liability for any use of this report by other parties. This report relates solely to the stated purpose of this investigation; and no representations concerning other aspects (if any) of the circumstance, structure or site are included. The conclusions are based on the above stated visual observations, and no destructive testing or monitoring was performed. Recommendations (if any) contained in this report are qualitative in nature. No guarantee or warranty, expressed or implied, is provided. Specific design and construction details, for permitting or repair, exceed the scope of this report. If you have questions, please contact me. Respectfully, S. C. Maloney, P.E. ICBO/ICC Certified Building Inspector PSNH repoAsWnstader.wpd Double -11 Job Name Address City, State, Zip Customer Code reports 7/8" BCI 650 - ICBO 4665 BC CALC® 2002 DESIGN REPORT - US File Name Description Specifier Designer Company Misc Tuesday, January 07, 2003 10:14 - BC Calc Project : DBL JOIST - DAN P. - BOISE Standard Load - 40 PSF 115 PSF OC Spacing 16" I BO, 1-3/4" 13631bs LL 421 lbs DL Total Horizontal Length - 20-00-00 61, 1-3/4" 814 lbs LL 284 Ibs DL General Data Version: US Imperial Member Type: - Joist Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope OC Spacing Repetitive Construction Type Live Load Dead Load Part Load Duration 0/12 16" Yes Glued 40 PSF 15 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 Load Summary ID Description S Standard 1 HEADER 2 STAIRS 3 HEADER Load Type Ref. Unf.Area Load Left Conc.Pt. Load Left Conc.Pt. Load Left Conc.Pt. Load Left Controls Summary Control Type Value Moment 6824 ft -lbs End Reaction 1784 lbs Total Deflection L/386 (0.62") Live Deflection L/512 (0.468") Max. Defl. 0.62" (Limit: 1") Span/Depth 20.2 % Allowable 66.1% 75.9% 62.0% 70.2% 62.0% Start End 00-00-00 20-00-00 04-00-00 04-00-00 04-00-00 04-00-00 17-00-00 17-00-00 Duration 100% @ 100% Live Dead OCS 40 PSF 15 PSF 16" 120 lbs 45Ibs n/a 900 Ibs 225 lbs n/a 90 lbs 351bs n/a Loadcase 2 2 2 2 2 Span Location 1 - Internal 1 - Left 1 1 1 1 CAUTIONS: Web stiffeners are always required under concentrated loads that exceed 1000 lbs. Install the web stiffeners snug to the top of the flange. Follow the nailing schedule for intermediate bearings. NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live Toad deflection criteria. Design meets arbitrary (1") Maximum bad deflection criteria. Minimum bearing length for BO is 1-3/4". Minimum bearing length for B1 is 1-3/4". Entered/Displayed Horizontal Span Length(s) = Clear Span + 12 min. end bearing + 1t2 intermediate bearing BCI® and Versa -Lam® are registered trademarks of Boise Cascade Corp. Dur. 100 100 100 100 i - I E s x ; f SCALE:' 1 �i APPROVED BY: DRAWN BY (- { DATE: 9 REVISED DRAWING NUMBER