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2006, 11-01 Permit App: 06004368 Repair Foundation, Framing�,S Malley Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org Residential Construction Permit Application PERMIT NUMBER: 4/.3 PERMIT FEE: New Construction Addition/Remodel Other: Accessory Bldg Deck SITE ADDRESS 1Bvke-( c . ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: DIMENSIONS: 10XL1 Name: :SCA -V C c, 1 1 6 in At: (* nq I Address: ..? N..1 tJ , NeA P`', Address: 1.8ZI S. L vt. er i c K. City: State: �(>�C c:�,rvD t‘)c.,‘1 State: City:pOIf cn.� Zip: Phone: ` Fax: Contractor Lic No:c (Qe ICC iZ`i5`I Rat: L Contact Person Name:T.rA kcc)+Le Phone: q:7 -A_7 z9 Contractor: DIMENSIONS: 10XL1 Name ire e 1LStLik LU i1-,k-ri uck-' UV . Address: ..? N..1 tJ , NeA P`', MAIN FLOOR TO SQ. FTG: n1) /l City: State: �(>�C c:�,rvD t‘)c.,‘1 Zip:9970 '170 Z Phone: 8cl 1 . Z i3 r) Fax: E3Ci , 007-0 Contractor Lic No:c (Qe ICC iZ`i5`I Rat: L 0 I _ nA City Business Lic. No: # OF BEDROOMS: Describe the scope of work in detail:.Cost of Project: $ I"Z, 000 t -i x Cf\C _ �v�.�yNC).c, icnl C At f P ()La �(0, r,,, Ca bC)W **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: 10XL1 # OF STORIES: Z TOTAL HABITABLE SPACE: IV MAIN FLOOR TO SQ. FTG: n1) /l 2ND FLOOR SQ. FTG: M UNFIN BASEMENT SQ. FTG: Nil i4 _ IMP RVIOUS SURFACE AREA: FINISHEDBASEMENT SQ. FTG: GARA SQ. FTG: DECK/COV. P TIO SQ. FTG: 30% SLOPES ON PROPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) lans or additional information may be required to be submitted, and subsequently approved before this application can be proce =d. Signa ure Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 8/25/2005 0 Check Date it_ /_c)(0. ❑ Mastercard ❑ VISA Expires: VIN#: spbkan e jValley Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www. spokan ev al l e v. ortz Plumbing Permit Application ❑ Commercial SITE ADDRESS: PERMIT NUMBER: PERMIT FEE: ,j Residential Building Owner Name:SG►MP `� + cet , � fnneiV nlo I Phone: Fax: Address: IA S. �r1� t�tK� City: 5(4.3,�a� D>Z . State: 11J A , Zip: Contractor Name: C f P p KS; ( LP CC AS i- Phone: Fax: . Address: •70.-7 Ai 1'V A 9 A. , City: SppiCc1,r_k State: • Zip: ZG 7 . License No: Cf P� ICC i7 q < 1 ?.,L City Business Lic: Contact '/ Name ! (')1AA 1` f[>i- z e i Phone: CI -26 - 2 4 DESCRIPTION OF WORK # OF UNITS X COST TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS x $6.00 2 URINALS X $6.00 3 TUBS X $6.00 to . © 0 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 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 DISPOSAUSYS X $20.00 22 INDUSTRIAL WASTE INTERCEPTOR X $15.00 METHOD OF PAYMENT: ❑CASH ❑ CHECK 0 VISA 0 MC Card# AUTHORIZED SIGNATURE: REVISED 8/26/05 7 EXPIRES: N: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: �3.. oo k o. Sep 14 08 01:01p Sep 14 2006 8:1719M L, re J Wa11ing 50259367 p.2 •cerium -•Pfaff F_ngineer$ 50946 11 p.1 ...__........ 12128 N. DIVISION STREET, *200 SPOKANE, WA 99218 TEL 509 467-8554 FAX 509 465-4711 13 September 2006 Christy Reilly J. Walling & Associates r'V 1212 N. Washington, Ste 325 Spokane, WA 99201 1 RE: Claim # 752178 — T207; Insured James and Casi Gronenthal 1821 S. Limerick, Spokane Valley, WA Dear Ms. Reilly, At your request, a limited inspection of the above property was performed on 12 September 2006. The purpose of the inspection was to provide recommendations of repairs needed to protect the structural integrity of the home following damage be a car colliding into it. The report that follows has been prepared based on that inspection. This inspection was performed by and report written by Kenneth A. Pfaff P.E. Also present at the time of the inspection were James and Casi Gronenthal- the insured -and you. Our report is the complete response to your request for an inspection and should be read in full. It supersedes any discussions that may have occurred during our inspection. If you have any questions about our report or our inspection, please call our office immediately for clarification. This report is an opinion about the repairs needed to maintain the structural integrity of the home. This inspection and evaluation is limited to reasonably available and visible structural components. No destructive testing was undertaken, nor furnishings moved. This report is not an exhaustive technical evaluation. Such an evaluation would cost many times more. The report is not to be considered a guarantee of condition and no warranty is implied. As Professional Engineers, it is our responsibility to evaluate available evidence relevant to the structural condition of this building. We are not, however, responsible for conditions that could not be seen or were not within the scope of our service at the time of the inspection. This inspection and report have been conducted in compliance with the standards of practice of the National Academy of Building Inspection Engineers. LICENSED PROFESSIONAL ENGINEERS COMMERCIAURESIDENTIAL BUILDING EVALUATIONS INSPECTIONS ANALYSIS RESERVE STUDIES Visit our website: www.criterium-pfaff.com Sep 14 06 01:02p Sep 14 2006 817AM DESCRIPTION JJWa11in,g 5255367 •teriurnPfaff Engineers 5094 11 This is a relatively new two story home with a daylight basement. It has wood composition siding and an asphalt composition roof surfacing. Over the past Labor Day weekend, a car struck the right side of the home, causing damage to the foundation, exterior wall, an interior load bearing wall and related fixtures. For purposes of this report, all directions (left, right, rear, etc.) are taken from the viewpoint of an observer standing in front of the building and facing it. p.3 p.2 OBSERVATIONS We were shown to the areas of damage by the homeowner. A large (4 to 5 foot) section of the stepped stem wall foundation has been broken off at the level of the concrete slab floor and is leaning into the interior room. A crack was observed in the foundation wall extending horizontally toward the front of the home. Some offset was noted at this crack. The wood framed exterior wall at this area is a load bearing wall. Six to seven studs have been broken off or kicked inward suchthat they are no longer supporting the vertical loads. Nails in the T1-11 sheet siding above the area have slightly popped out. Inside the home, two interior walls perpendicular to the exterior wall show signs of damage. Large cracks in the drywall at the exterior wall joint and above adjacent doors are present. A bedroom door is jammed shut. One of these walls is an interior bearing wall supporting the fast floor joists. In the bathroom, the sink at the exterior wall has been cracked and the vanity is no longer flush with the wall. Upstairs, relatively little damage was noted and was in the form of mostly small cracks in the drywall. The roof line appears to be straight above the damaged area. RECOMMENDATIONS First, the exterior bearing wall needs to be properly supported before any demolition begins. We recommend trimming the broken studs to a uniform height and installing a properly sized beam under them supported by -blocks on the basement floor and/or blocks resting on concrete pads on the exterior soil to spread the lead. Sep 14 06 01:02p J Wa11ing 5093258387 aEngineers 509411 Sep 14 2006 8019RM •teriurnPf'4 0 p. 4 P. The soil adjacent to the foundation wall should be excavated down to the footing for three feet to the right of the damaged area. This area should then be inspected for stress cracking and plumbness. If any unusual cracking is noted or if the wall is out of plumb, excavation should continue and fully expose the crack or until the wall is plumb. The soil should also be excavated at the left side of the damaged area down to the footing, exposing the visible crack. This area should also be checked for plumbness, and if it is not plumb, excavation should continue to a plumb section of the wall. The bearing wall above the exposed areas of damage should then be temporarily supported during removal and replacement of the damaged foundation wall. The concrete should then be sawcut vertically downward outside of the area of the cracks and horizontally below the cracks and damaged area. If rebar extending downward to the footing is present, it would be beneficial to attempt to preserve it. The damaged area of the foundation wall should then be removed. If the vertical rebar has been saved, it should be straightened and cleaned. If not, dowels will need to be installed to anchor the new wall. A minimum of three equally spaced vertical and three equally spaced horizontal dowels consisting of #4 rebar should be insetted into holes drilled 12 inches deep into the sawn wall faces or six inches into the footing and anchored with epoxy. The vertical dowels should extend upward to within 6 inches of the top edge of the new wall. The horizontal dowels should have six to 12 inches exposed. Three equally spaced horizontal f#4 rebars should be secured to the horizontal dowels and tied to the vertical bars. Forms should then be constructed and new foundation walls poured to the original thickness and height. Chamfer strips should be installed in the forms at both sides of the wall to provide a caulking joint between the existing and new wall sections. Ifclearance limitations do not allow concrete to be poured to the original height, a course of concrete masonry units (blocks) can be installed on top of a shorter wall to bring the wall to proper height. These will need to be properly anchored to the wall. The rough faces could then be rubbed out to provide a similar texture to the concrete. Proper anchors must be provided at the top of the foundation wall for securing the framed wall. While this work is being done, the drywall can be removed from interior of the bottom floor outer wall and the siding removed from the exterior. Drywall should also be removed from the interior perpendicular walls back to a point where careful inspection reveals that the studs are plumb and the nailed connections to the sill and top plates are undamaged. The upper kitchen floor should be checked for level at this time. If it is found to be out of level, jacking of the floor joists below may be needed. Sep 14 06 01:02p Sep 14 2006 8:16RM 0 3 Wa11ing •terium_Pf4' 5259367 Engineers 5054 11 p`t When the firms are removed, the chamfered joints should be cleaned and caulked inside and out. A waterproof coating should be applied to the concrete wall. The soil should be backfilled against the concrete wall and sloped such that runoff flows away from the home. At this time, the damaged walls can be re -built and all damaged or out of place framing members should be replaced. We believe that with these repairs properly made by a qualified contractor, the home will be structurally sound. There are many ways remediate this damage. As a result, you may encounter contractors whose opinions about the condition of this home will differ from ours. We cannot be responsible for any action you may take based on those opinions unless we have the opportunity to review the situation and examine the relevant conditions before any repairs and/or modifications are made. This report has been prepared in strict confidence with you as our client. No reproduction or re -use of this report for the benefit of others is permitted without expressed written consent. An invoice for our fee has been enclosed. If you have any questions about this report or inspection, please feel free to call us for clarification. Thank you for the opportunity to be of assistance to you. Sincerely, • Kenneth/ , P.E. : .N.25-17,7,7414,1, ? o Cniteriuu-' faff Engineers Encl: Invoice 06-265 p.5 Spokane Valley, Washington, United States E 14th Ave - E Vie, E-16th._Ave._m,._ 1821 S Limerick Dr Veradale, WA 99037 ET `2othT EWt 0 mi 0.2 0.4 Copyright ©1988-2004 Microsoft Corp. and/or its suppliers. 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