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2012, 08-08 Permit: BLD-2012-1200 Repair, Remodel SjöihhhIh11 Permit Center ane Valle ® Y 11703 E Sprague Ave Suite B3 Spokane Valley WA 99206 509.720-5240 1 Fax: 509.688.0037♦email: permitcenter@spokanevalley.org BLD-2012-1200 BLD-RES PROJECT NAME: ISSUED: 08/08/2012 SITE ADDRESS: 3018 S UNIVERSITY RD SPOKANE VALLEY EXPIRES: 02/04/2013 PARCEL: 45294.0705 APPLICANT: CAPSTONE CONSTRUCTION COMPANY OWNER: LYNCH,SHANON L PO BOX 388 607 BRONSON PL NE NINE MILE FALLS,WA 99026 RENTON,WA 98056 509-325-0908 GENERAL CONTRACTOR: CAPSTONE CONSTRUCTION COMPANY License: CAPSTCC106J5 PO BOX 388 Expires: 03/01/2013 NINE MILE FALLS,WA 99026 509-325-0908 VALUATIONS: FEES: Paid Due Entered Valuation 47306.45 $47,306.45 Building Plan Review-R3<8K $249.42 $0.00 Building Permit $623.55 $0.00 Washington State Building Code $4.50 $0.00 Council Surcharge Total: $47,306.45 Total Due: $0.00 FIXTURES Qty Mechanical Fixtures Qty Plumbing Fixtures Qty Electrical Fixtures REQUIRED INSPECTIONS Setbacks Sheathing Footings Rough Framing Reinforcement Insulation Radon Final Building Inspection Shear/Brace Wall Framing CONDITIONS Printed:08-08-2012 13:44:28 Page 1 of 2 NOTICE The ownership of a Spokane Valley Development Permit will inure to the property owner. The permit applicant, by definition, is the property owner or an authorized agent of the property owner. It is the responsibility of the applicant/permitee that the use described on the front of this permit complies with applicable codes and that required inspections are requested. Failure to request inspections as listed below and obtain the necessary approvals before progressing beyond the point where inspections are required and may necessitate removal of certain parts of the construction are at the applicant's/permittee's or property owner's expense. At a minimum, the following inspections ARE REQUIRED by the Spokane Valley Municipal Code(SVMC): FOOTING - when forms and reinforcements are in place and prior to placement of concrete-all structures, including manufactured homes. NOTE: This inspection includes review of the structures setback from property lines. Minimum setbacks are established by SVMC. Curb lines and fence lines are not necessarily indicative of property lines. The responsibility to comply with applicable setback provisions lies solely with the permitee-neither the City of Spokane Valley nor its authorized representatives assume any responsibility for the verification or location of your property lines. Please verify their location prior to locating your structure. Failure to properly locate the structure may require its relocation at the owner's/permittee's expense. FOUNDATION -when forms and reinforcement are in place and prior to placement of concrete. PLUMBING-after rough-in, before covering and final. MECHANICAL-rough-in of piping, before covering, metal chimneys before concealment and final. FRAMING -after all framing, bracing and blocking is in place, rough electrical, plumbing and mechanical systems are complete, and prior to concealing. FINAL-when complete and prior to occupancy and/or use; all permits require final inspection. NOTE: In addition to inspection of the structure, this inspection includes review of site improvements (typically depicted on the approved site plan) required by ordinance or as a condition of approval of this permit. Items such as installation of fire hydrants, fire department access, on-site drainage (208'swales), road improvements, parking and landscaping are common requirements of a permit/site plan which must be completed prior to final approval of a building or issuance of a Certificate of Occupancy. MANUFACTURED HOMES-final inspection required when complete, stairs, handrails, skirting, etc. installed and prior to occupancy; completed inspection record card must be available on site. PLUMBING REVERSALS FOR SEWER CONNECTIONS-prior to cover RIGHT-OF-WAY/APPROACH-prior to placement of concrete/asphalt or, if gravel approach, after completion. In addition to the above, any plumbing or mechanical systems or material which would be concealed by framing, drywall, concrete, etc., must be inspected prior to cover. Check with the Building department for special inspections in conjunction with commercial projects. State law RCW 19.122 requires that prior to any excavation the 'CALL BEFORE YOU DIG' center must be notified. Call 411 at least 3 working days in advance. PERMIT EXPIRATION AND REFUNDS Expirations: Building or other permits (regulated under SVMC Chapter 24) shall expire by limitation and be declared void if a) work is not started within 180 days of obtaining a permit, or b)work is abandoned for 180 days or more after beginning work, or c)after two years from the date of permit issuance, regardless of whether the work is finished. If a permit is expired for time, a new permit may be obtained for half the permit fee based on the value of the remainder of the work required to finish the original permit. Right-of-way permits (regulated under SVMC Chapter 22) issued between April 1, and September 30, are valid for 30 days after the date of issuance, with a one-time 30-day extension available. Right-of-way permits issued between October 1,and March 31, shall be valid until the following April 30. Refunds: All refund requests must be made in writing by the original permitee to the Building Official no later than 180 days after the date of fee payment. Full refunds will be granted for any permit issued in error. Rate of refund shall be as set forth in the City of Spokane Valley Master Fee Schedule in effect at the time of permit application. A copy of this schedule is available at Permit Center and also available for reference on the city website at: http://www.spokanevallev.org and search for"fees" Owner/Agent h. Date: � / 2' Staff Approval Date: Community Development Department �' Permit Center (Staff Use Only) OF�s�g�p 11703 East Sprague Avenue, Suite B 3 SCITY pokane Spokane Valley,WA 99206 PERMIT NUMBER: '/alley Tel: (509) 688-0036 K Fax: (509) 688-0037 PERMIT FEE: permitcenter@spokenevalley.orq PERMIT CENTER PROJECT TRANSMITTAL PLEASE PROVIDE THE FOLLOWING (REQUIRED FOR ACCEPTANCE): Response to Review Comments ElPLUS Project #: Revisions to Application ❑ Parcel Number: Other (Describe Below): ❑ Site Address: "j cR J .J Gf,z,'� �,; /z .-Z . Route to (Please check all that apply): Division # of Sheets/Type of Document/# of Copies Received by: Building n VERIFIEDNITIALS QC Check ❑ by: ❑ Dev. Engineering VERIFIED/INITIALS 111 QC Check ❑ by: ❑ Planning VERIFIED/INITIALS ❑ ❑ QC Check ❑ by: ❑ SV Fire Department VERIFIED/INITIALS ❑ ❑ QC Check ❑ by: ❑ Project Contact Information: r-r Name: : L\ .r� c: S ,7.14- 6� f Phone: vr�(f ' `4`' ��r; - 6'3 l3 Email: Fax: Relationship to Project: Architect [1 Engineer 134 Contractor ❑ Owner/Applicant ❑ Other Design Professional DATE STAMP: H ., Effective October 28, 2007 Page 1 of 1 P:\Community Development\11 Forms\A. Building\Building forms\Permit Center Project Transmittal.1.doc Cp4S oke Capstone Construction Co.,Inc. CONSTRUCTION 2917 E.Francis Ave. Spokane,WA 99208 (509)468-4981,Fax(509)468-5081 Federal TIN-91-1475627 WA Contractor Reg.-CAPSTCC106J5 Client: Shannon Lynch MGR-Scott: (509)999-1530 Property: 3018 S.University Rd. Shannon: (425)681-3306 Spokane Valley,WA 99206 Billing: 607 Bronson Place NE Renton,WA 98056 Operator Info: Operator: SHAYC Estimator: Shay Cummings Business: (509)468-4981 Reference: Business: (509)991-1695 Company: Pemco-Jeff Kinder Type of Estimate: Vehicle Date Entered: 7/3/2012 Date Assigned: Price List: WASP7X_JUN12 Labor Efficiency: Restoration/Service/Remodel Estimate: LYNCH SHANNON What follows is an estimate on the work that we have discussed. Please review&call with any questions,and let us know if we can perform this work for you. Thank you! Project �-z0 2-00 IIECCIVED JUL 2 l 2012 CSVPERMITCENTER sue , CA4�0�1rE Capstone Construction Co.,Inc. CONSTRUCTION 2917 E.Francis Ave. Spokane,WA 99208 (509)468-4981,Fax(509)468-5081 Federal TIN-91-1475627 WA Contractor Reg.-CAPSTCC106J5 LYNCH_SHANNON Main Level OIL 3'T r 1" Entry/Foyer Height:7'8" T I m E jFover 227.89 SF Walls 57.31 SF Ceiling to to 10'11' N 285.20 SF Walls&Ceiling 57.31 SF Floor • 6.37 SY Flooring 29.33 LF Floor Perimeter 32.33 LF Ceil.Perimeter Missing Wall-Goes to Floor 3'X 6'8" Opens into KITCHEN DESCRIPTION QNTY REMOVE REPLACE TOTAL GLOBAL NOTE: At the time of inspection,no damage was found to any of the flooring surfaces. Should damage be found later these would need to be addressed at an additional charge. The following estimate is to repair the damage caused by a vehicle impact to the home.There are several items that cannot be determined until the walls are opened.This includes the damage to the plumbing,roof framing,and the electrical. There could be significant changes to the estimate depending on what is found when opened and what the inspectors will require during the process If re-building. 1. Sheathing-plywood- 1/2"CDX 57.31 SF 0.00 1.11 63.61 The previous line item is for plywood to protect the floors from damage during the demo and framing stages. 2. Temporary shoring post-Screw jack(per 6.00 DA 0.00 28.61 171.66 day) 3. 4" x 6" x 10'-fir/larch post-material 1.00 EA 0.00 16.37 16.37 only The previous line item is to provide temporary support for the roof to allow the framing on the front of the house to be repaired. 4. Rewire-average residence-copper 57.31 SF 0.00 2.67 153.02 wiring The previous line item is to remove the electrical out of the damaged wall to allow the framing repairs and then re-wire to code. 5. R&R Stud wall-2"x 4"x 8'- 16" oc 5.25 LF 1.16 12.21 70.19 6. Carpenter-General Framer-per hour 4.00 HR 0.00 44.17 176.68 The previous line item is additional labor to tie the new framing into the existing. 7. R&R Batt insulation-4"-R13 40.25 SF 0.17 0.59 30.59 8. R&R 1/2"drywall-hung,taped,floated, 93.92 SF 0.28 1.31 149.34 ready for paint 9. Seal the surface area w/latex based stain 93.92 SF 0.00 0.34 31.93 blocker-one coat 10. Drywall Installer/Finisher-per hour 2.00 HR 0.00 42.93 85.86 The previous line item is additional labor to tie the new drywall into the existing. .1. Texture drywall- smooth/skim coat 120.00 SF 0.00 0.70 84.00 LYNCH_SHANNON 7/5/2012 Page: 2 pp4 Art Capstone Construction Co.,Inc. CONSTRUCTION 2917 E.Francis Ave. Spokane,WA 99208 (509)468-4981,Fax(509)468-5081 Federal TIN-91-1475627 WA Contractor Reg. -CAPSTCC106J5 CONTINUED-Entry/Foyer DESCRIPTION QNTY REMOVE REPLACE TOTAL 1) Prep wall for wallpaper 93.92 SF 0.00 0.36 33.811 it Wallpaper 93.92 SF 0.00 1.67 156.85 1 14. Paint the walls and ceiling-two coats 285.20 SF 0.00 0.56 159.71 15. R&R Exterior door-metal-insulated- 1.00 EA 14.68 235.00 249.68 flush or panel style 16. Additional charge for a retrofit exterior 1.00 EA 0.00 47.56 47.56 door 17. Exterior door sidelite-pre-attached 2.00 EA 0.00 199.06 398.12 18. Prime&paint door slab only-exterior 2.00 EA 0.00 28.98 57.96 (per side) 19. R&R Door lockset&deadbolt-exterior 1.00 EA 10.11 73.92 84.03 20. Paint door or window opening-2 coats 6.00 EA 0.00 18.58 111.48 (per side) 21. R&R Casing-2 1/4"stain grade 20.00 LF 0.35 2.55 58.00 22. R&R Screen door-metal-30" -36" - 1.00 EA 12.97 109.28 122.25 kull screen(no glass) 23. R&R Baseboard-2 1/4"stain grade 29.33 LF 0.28 2.54 82.71 24. Stain&finish baseboard 29.33 LF 0.00 0.92 26.98 25. Final cleaning-construction- 57.31 SF 0.00 0.24 13.75 Residential Totals: Entry/Foyer 2,636.14 I--10'11" Kitchen Height:7'8" TT 194.03 SF Walls 92.79 SF Ceiling iat en CD co 286.82 SF Walls&Ceiling 92.79 SF Floor °° °° 10.31 SY Flooring 24.92 LF Floor Perimeter OF 3'-{-7'1" T 27.92 LF Ceil.Perimeter Missing Wall 10' 11"X 7' 8" Opens into DINING_ROOM Missing Wall-Goes to Floor 3'X 6'8" Opens into ENTRY_FOYER DESCRIPTION QNTY REMOVE REPLACE TOTAL 26. Content Manipulation charge-per hour 5.00 HR 0.00 31.39 156.95 The previous line item is labor to move the contents that are in this room to allow the work to be performed. LYNCH SHANNON 7/5/2012 Page: 3 ex 4co. Capstone Construction Co.,Inc. CONSTRUCTION 2917 E.Francis Ave. Spokane,WA 99208 (509)468-4981,Fax(509)468-5081 Federal TIN-91-1475627 WA Contractor Reg.-CAPSTCC106J5 CONTINUED-Kitchen DESCRIPTION QNTY REMOVE REPLACE TOTAL 27. Detach&Reset Refrigerator-top 1.00 EA 0.00 0.00 33.67 freezer- 18 to 22 cf A118 v e.Reel el . R&R Range hood 1.00 EA 8.48 165.97 174.45 29. Ductwork-hot or cold air-6"round 10.00 LF 0.00 12.87 128.70 30. Direct vent termination cap-galvanized 1.00 EA 0.00 201.44 201.44 The previous two line items are to install venting for the range hood that is required by code. 31. Detach&Reset Range-freestanding- 1.00 EA 0.00 0.00 53.15 electric 32. Detach&Reset Dishwasher 1.00 EA 0.00 0.00 228.94 33. Rough in plumbing-per fixture- 2.00 EA 0.00 478.45 956.90 w/PEX The previous line item is to rough in the plumbing to the sink and the dishwasher which will need to be removed to allow the framing to be repaired. 34. Rewire-average residence-copper 92.79 SF 0.00 2.67 247.75 wiring fhe previous line item is to remove the electrical out of the damaged wall to allow the framing repairs and then re-wire to code. 35. R&R Outlet 6.00 EA 3.39 11.25 87.84 36. R&R S . ' c��`x 3.00 EA 3.39 11.24 43.89 (IP Detach&Reset Intercom-Master 1.00 EA 0.00 0.00 86.62 station 38. R&R Recessed light fixture 1.00 EA 7.51 102.93 110.44 39. Sheathing-plywood- 1/2"CDX 92.79 SF 0.00 1.11 103.00 The previous line item is for plywood to protect the floors from damage during the demo and framing stages. 40. Temporary shoring post-Screw jack 12.00 DA 0.00 28.61 343.32 (per day) 41. 4" x 6" x 10'-fir/larch post-material 1.00 EA 0.00 16.37 16.37 only The previous line item is to provide temporary support for the roof to allow the framing on the front of the house to be repaired. 42. R&R Stud wall-2"x 4"x 8'- 16"oc 8.50LF 1.16 12.21 113.65 43. Carpenter-General Framer-per hour 4.00 HR 0.00 44.17 176.68 The previous line item is additional labor to tie the new framing into the existing. 44. R&R Vinyl window,horizontal sliding, 1.00 EA 15.22 230.41 245.63 12-23 sf 45. Add on for"Low E"glass b0°� 9.00 SF 0.00 1.71 15.39 R&R Window sill-stain grade /�,�� rc 3.00 LF 0.46 2.48 8.82 D Stain&finish wood window sill (,D`� I 3.00 LF 0.00 1.73 5.19 LYNCH_SHANNON 7/5/2012 Page:4 p,45 TINE Capstone Construction Co.,Inc. CONSTRUCTION 2917 E.Francis Ave. Spokane,WA 99208 (509)468-4981,Fax(509)468-5081 Federal TIN-91-1475627 WA Contractor Reg.-CAPSTCC 106J5 CONTINUED-Kitchen DESCRIPTION QNTY REMOVE REPLACE TOTAL 48. R&R Batt insulation-4"-R13 65.17 SF 0.17 0.59 49.53 49. R&R 1/2"drywall-hung,taped, 194.03 SF 0.28 1.31 308.51 floated,ready for paint 50. Drywall Installer/Finisher-per hour 3.00 HR 0.00 42.93 128.79 The previous line item is additional labor to tie the new drywall into the existing. 51. Seal the walls w/latex based stain 194.03 SF 0.00 0.34 65.97 blocker-one coat 52. Texture drywall-smooth/skim coat 194.03 SF 0.00 0.70 135.82 G4 CO Prep wall for wallpaper 150.00 SF 0.00 0.36 54.00 0 Wallpaper 150.00 SF 0.00 1.67 250.50 55. P ' t e walls- and ceiling-two coats 286.82 SF 0.00 0.56 160.62cyha 1inkG Sink-d-ouble-High grade 1.00 EA 13.48 422.23 435.71 57. Sink faucet-Kitchen 1.00 EA 0.00 151.79 151.79 58. Sink strainer and drain assembly 2.00 EA 0.00 44.17 88.34 59. R&R Cabinetry-lower(base)units 17.58 LF 5.06 151.26 2,748.10 60. R&R Cabinetry-upper(wall)units 18.42 LF 5.06 111.96 2,155.51 61. R&R Cabinet panels-side,end,or back 48.00 SF 1.31 12.71 672.96 62. R&R Countertop-flat laid plastic 11.58 LF 2.91 34.37 431.70 laminate ,V9 S a404€ Cproer) m R&R Countertop flat laid plastic 6.00 LF 2.91 41.08 263.94 aminate-Oversized 64. R&R Ceramic tile 58.75 SF 1.21 9.50 629.22 The previous line item is to replace the back splash tile to enable the replacement of the cabinets. 65. R&R Baseboard-2 1/4" stain grade 24.92 LF 0.28 2.54 70.28 66. Stain&finish baseboard 24.92 LF 0.00 0.92 22.93 67. Final cleaning-construction- 92.79 SF 0.00 0.24 22.27 Residential Totals: Kitchen 12,385.28 LYNCH SHANNON 7/5/2012 Page:5 p,4 5 T oivt Capstone Construction Co.,Inc. CONSTRUCTION 2917 E.Francis Ave. Spokane,WA 99208 (509)468-4981,Fax(509)468-5081 Federal TIN-91-1475627 WA Contractor Reg.-CAPSTCC 106J5 2'61- 10" Dining Room Height:7'8" t T 191.19 SF Walls 95.52 SF Ceiling L '7: 286.72 SF Walls&Ceiling 95.52 SF Floor ��"'"0 R°°'" . co m co10.61 SY Flooring 24.42 LF Floor Perimeter � to'11„ 1 28.42 LF Ceil.Perimeter 1- Missing Wall-Goes to Floor 4'X 6'8" Opens into LIVING_ROOM Missing Wall 10' 11" X 7'8" Opens into KITCHEN DESCRIPTION QNTY REMOVE REPLACE TOTAL 68. Rewire-average residence-copper 95.52 SF 0.00 2.67 255.04 wiring The previous line item is to remove the electrical out of the damaged wall to allow the framing repairs and then re-wire to code. 69. R&R Outlet 3.00 EA 3.39 11.25 43.92 70. R&R Switch 1.00 EA 3.39 11.24 14.63 71. Sheathing-plywood- 1/2" CDX 95.52 SF 0.00 1.11 106.03 the previous line item is for plywood to protect the floors from damage during the demo and framing stages. 72. Temporary shoring post-Screw jack 12.00 DA 0.00 28.61 343.32 (per day) 73. 4"x 6"x 10'-fir/larch post-material 1.00 EA 0.00 16.37 16.37 only The previous line item is to provide temporary support for the roof to allow the framing on the front of the house to be repaired. 74. R&R Stud wall-2" x 4" x 8'- 16"oc 14.75 LF 1.16 12.21 197.21 75. Carpenter-General Framer-per hour 5.00 HR 0.00 44.17 220.85 The previous line item is additional labor to tie the new framing into the existing. 76. R&R Batt insulation-4" -R13 113.08 SF 0.17 0.59 85.94 77. R&R 1/2" drywall-hung,taped, 191.19 SF 0.28 1.31 303.99 floated,ready for paint 78. Seal the walls w/latex based stain 191.19 SF 0.00 0.34 65.00 blocker-one coat 79. Drywall Installer/Finisher-per hour 3.00 HR 0.00 42.93 128.79 The previous line item is additional labor to tie the new drywall into the existing. 80. Texture drywall- smooth/skim coat 191.19 SF 0.00 0.70 133.83 al c?p wall for wallpaper 191.19 SF 0.00 0.36 68.83 Q91 Wallpaper 191.19 SF 0.00 1.67 319.29 83. Paint the walls and ceiling-two coats 286.72 SF 0.00 0.56 160.56 14. Detach&Reset Vinyl window, 1.00 EA 0.00 0.00 83.26 horizontal sliding, 12-23 sf LYNCH SHANNON 7/5/2012 Page: 6 C ‘1 "0-0ir, Capstone Construction Co.,Inc. CONSTRUCTION 2917 E.Francis Ave. Spokane,WA 99208 (509)468-4981,Fax(509)468-5081 Federal TIN-91-1475627 WA Contractor Reg. -CAPSTCC 106J5 CONTINUED-Dining Room DESCRIPTION QNTY REMOVE REPLACE TOTAL The previous line item is to detach and reset the existing vinyl window to allow the framing work.At the time of inspection there were no visible damage. 85. R&R Window sill-stain grade 4.00 LF 0.46 2.48 11.76 86. Stain&finish wood window sill 4.00 LF 0.00 1.73 6.92 87. R&R Exterior door-metal-insulated- 1.00 EA 14.68 235.00 249.68 flush or panel style 88. Additional charge for a retrofit exterior 1.00 EA 0.00 47.56 47.56 door 89. R&R Door lockset-exterior 1.00 EA 8.43 41.25 49.68 90. Prime&paint door slab only-exterior 2.00 EA 0.00 28.98 57.96 (per side) 91. Paint door or window opening-2 coats 3.00 EA 0.00 18.58 55.74 (per side) 92. R&R Casing-2 1/4"stain grade 17.00 LF 0.35 2.55 49.30 93. R&R Baseboard-2 1/4"stain grade 24.42 LF 0.28 2.54 68.87 94. Stain&finish baseboard 24.42 LF 0.00 0.92 22.47 95. Final cleaning-construction- 95.52 SF 0.00 0.24 22.92 Residential Totals: Dining Room 3,189.72 'ZLiving Room Height:7'8" g Ti Re0m 508.72 SF Walls 275.90 SF Ceiling a aL.votoem j"� 784.63 SF Walls&Ceiling 275.90 SF Floor m 30.66 SY Flooring 65.83 LF Floor Perimeter - 69.83 LF Ceil.Perimeter m'"I'Fovlt iiZ 1" f12 -Li Missing Wall-Goes to Floor 4'X 6'8" Opens into DINING_ROOM DESCRIPTION QNTY REMOVE REPLACE TOTAL 96. Content Manipulation charge-per hour 3.00 HR 0.00 31.39 94.17 The previous line item is to move the contents in this room to allow the repairs to be done. 97. Floor protection-self-adhesive plastic 275.90 SF 0.00 0.38 104.84 film 98. Drywall tape joint/repair-per LF 34.92 LF 0.00 5.51 192.41 LYNCH SHANNON 7/5/2012 Page:7 ' Cp4O4 7.O.ArE Capstone Construction Co.,Inc. CONSTRUCTION 2917 E.Francis Ave. Spokane,WA 99208 (509)468-4981,Fax(509)468-5081 Federal TIN-91-1475627 WA Contractor Reg.-CAPSTCC 106J5 CONTINUED-Living Room DESCRIPTION QNTY REMOVE REPLACE TOTAL 99. Drywall Installer/Finisher-per hour 2.00 HR 0.00 42.93 85.86 The previous line item is additional labor to blend the patch into the existing. 100. Seal the surface area w/latex based 69.84 SF 0.00 0.34 23.75 stain blocker-one coat 101. Texture drywall-heavy hand texture 139.68 SF 0.00 0.53 74.03 102. Paint the ceiling-two coats 275.90 SF 0.00 0.56 154.50 103. Final cleaning-construction- 275.90 SF 0.00 0.24 66.22 Residential Totals: Living Room 795.78 i ze 1Height:9' -i- z3, Garage 778.50 SF Walls 464.72 SF Ceiling In a In 1,243.22 SF Walls&Ceiling 464.72 SF Floor 51.64 SY Flooring 86.50 LF Floor Perimeter 86.50 LF Ceil.Perimeter 123'-I Z6 H--M' I. DESCRIPTION QNTY REMOVE REPLACE TOTAL 104. Rewire-average residence-copper 232.36 SF 0.00 2.67 620.40 wiring The previous line item is to remove the electrical out of the damaged wall to allow the framing repairs and then re-wire to code. 105. Temporary shoring post-Screw jack 12.00 DA 0.00 28.61 343.32 (per day) 106. 4" x 6" x 10'-fir/larch post-material 2.00 EA 0.00 16.37 32.74 only The previous line item is to provide temporary support for the roof to allow the framing on the front of the house to be repaired. 107. R&R Stud wall-2" x 4" - 16"oc 179.25 SF 0.14 1.50 293.98 108. R&R Batt insulation-4" -R13 179.25 SF 0.17 0.59 136.23 109. R&R 5/8"drywall-hung&fire taped 79.67 SF 0.28 1.11 110.74 only 110. R&R 1/2"drywall-hung,taped, 99.00 SF 0.28 1.31 157.41 floated,ready for paint 111. Drywall Installer/Finisher-per hour 2.00 HR 0.00 42.93 85.86 he previous line item is additional labor to tie the new drywall into the existing. LYNCH SHANNON 7/5/2012 Page: 8 OS 7'0 Capstone Construction Co.,Inc. CONSTRUCTION 2917 E.Francis Ave. Spokane,WA 99208 (509)468-4981,Fax(509)468-5081 Federal TIN-91-1475627 WA Contractor Reg. -CAPSTCC106J5 CONTINUED-Garage DESCRIPTION QNTY REMOVE REPLACE TOTAL 112. Paint the surface area-two coats 210.00 SF 0.00 0.56 117.60 113. R&R Overhead door, 16'x 7'- 1.00 EA 56.18 4,896.96 4,953.14 softwood overlay 114. Paint overhead door-Large-2 coats 2.00 EA 0.00 107.65 215.30 (per side) 115. R&R Overhead(garage)door opener 1.00 EA 14.99 276.50 291.49 116. R&R Jamb and trim for overhead door 30.00 LF 0.67 5.81 194.40 unit 117. Paint double garage door opening& 2.00 EA 0.00 49.01 98.02 trim- 1 coat 118. Final cleaning-construction- 464.72 SF 0.00 0.24 111.53 Residential Totals: Garage 7,762.16 Exterior Exterior DESCRIPTION QNTY REMOVE REPLACE TOTAL 119. Detach&Reset Exterior light fixture 3.00 EA 0.00 0.00 171.63 The previous line item is to detach and reset the light fixtures on the front of the house to allow the siding replacement. 120. Detach&Reset Intercom-Remote 1.00 EA 0.00 0.00 80.56 station 121. Rough in plumbing-per fixture- 1.00 EA 0.00 478.45 478.45 w/PEX The previous line item is to rough in the plumbing for the exterior water spigot. Note that the plumbing required in this loss will result in three different trips by the plumber to the loss. 122. R&R Exterior faucet-frost free 1.00 EA 9.19 64.96 74.15 The previous line item is to replace the exterior frost free faucet that was destroyed in the impact. 123. (Material Only)Sheathing-plywood- 350.00 SF 0.00 0.54 189.00 1/2" CDX 124. 2" x 4" x 10'#2&better Fir/Larch 15.00 EA 0.00 2.89 43.35 (material only) 125. Carpenter-General Framer-per hour 8.00 HR 0.00 44.17 353.36 The previous three line items are to build a temporary wall to secure the building during the exterior wall replacement.This includes labor to set up and remove multiple times to allow the work to progress. 126. R&R Sheathing-plywood- 1/2"CDX 370.42 SF 0.38 1.11 551.93 R&R Brick veneer 175.00 SF 1.53 8.78 1,804.25 LYNCH SHANNON 7/5/2012 Page:9 'Cp4 Set()1 Capstone Construction Co.,Inc. CONSTRUCTION 2917 E.Francis Ave. Spokane,WA 99208 (509)468-4981,Fax(509)468-5081 Federal TIN-91-1475627 WA Contractor Reg.-CAPSTCC106J5 CONTINUED-Exterior DESCRIPTION QNTY REMOVE REPLACE TOTAL The previous line item is a rough number for the masonry that will be required.This number will need to be trued to actual invoicing. 128. General Demolition-per hour 3.00 HR 33.71 0.00 101.13 The previous line item is labor to clean up the front exterior area of the home.There is a large amount of debris that has fallen off of the house and will need to be removed. 129. R&R Siding-beveled-pine or equal 195.00 SF 0.29 4.35 904.80 (clapboard) 130. Mask the surface area per square foot- 375.00 SF 0.00 0.15 56.25 plastic and tape-4 mil The previous line item is to mask off the ground,brick and the two windows prior to painting the siding. 131. Seal&paint wood siding 350.00 SF 0.00 0.85 297.50 132. Brick mold-paint grade softwood- 78.00 LF 0.00 2.69 209.82 finger jointed 133. Seal&paint trim-two coats 78.00 LF 0.00 0.83 64.74 134. R&R Soffit-wood 175.00 SF 0.21 3.48 645.75 135. Soffit vent-linear 43.75 LF 0.00 5.78 252.88 136. Prime&paint exterior soffit-wood 175.00 SF 0.00 1.34 234.50 137. General Laborer-per hour 2.00 HR 0.00 31.39 62.78 The previous labor line item is labor to remove three of the existing large shrubs that are in front of the house.This is very labor intensive to hand dig and remove these type of shrubs. 138. Tree-evergreen-3'to 4'in height 3.00 EA 0.00 134.13 402.39 139. General Laborer-per hour 16.00 HR 0.00 31.39 502.24 The previous line item is labor to remove the contaminated sod and soil in the front of the house.This is needed as there was a large amount of gasoline and oil that was spilled on the front lawn of the home.At the time of inspection it did not appear that there is a sprinkler system in this lawn.However if it is found that there is one installed additional costs to disconnect and repair would need to be added at an additional cost. 140. Topsoil(per CY) 6.00 CY 0.00 18.07 108.42 141. Lawn- sod 200.00 SF 0.00 0.43 86.00 The previous two line items are to replace the soil and sod that will be removed. Total: Exterior 7,675.88 General items DESCRIPTION QNTY REMOVE REPLACE TOTAL 142. PERMITS AND FEES 1.00 EA 0.00 300.00 300.00 LYNCH SHANNON 7/5/2012 Page: 10 • 45 T0Art Capstone Construction Co.,Inc. CONSTRUCTION 2917 E.Francis Ave. Spokane,WA 99208 (509)468-4981,Fax(509)468-5081 Federal TIN-91-1475627 WA Contractor Reg.-CAPSTCC 106J5 CONTINUED-General items DESCRIPTION QNTY REMOVE REPLACE TOTAL 143. Residential supervision-per hour 4.00 HR 0.00 52.97 211.88 The previous line item is labor to pull permits and meet with inspectors. 144. Asbestos test fee-full service asbestos 1.00 EA 0.00 357.30 357.30 survey 145. Lead test fee-self test(per sample) 1.00 EA 0.00 71.43 71.43 146. Single axle dump truck-per load- 3.00 EA 236.68 0.00 710.04 including dump fees Totals: General items 1,650.65 Total:Exterior 9,326.53 Total: Main Level 36,095.61 Line Item Subtotals:LYNCH_SHANNON 36,095.61 Adjustments for Base Service Charges Adjustment Heating/A.C.Mechanic 180.08 Total Adjustments for Base Service Charges: 180.08 Line Item Totals: LYNCH_SHANNON 36,275.69 Grand Total Areas: 1,900.33 SF Walls 986.25 SF Ceiling 2,886.58 SF Walls and Ceiling 986.25 SF Floor 109.58 SY Flooring 231.00 LF Floor Perimeter 0.00 SF Long Wall 0.00 SF Short Wall 245.00 LF Ceil.Perimeter 986.25 Floor Area 1,050.00 Total Area 1,900.33 Interior Wall Area 1,260.78 Exterior Wall Area 135.50 Exterior Perimeter of Walls 0.00 Surface Area 0.00 Number of Squares 0.00 Total Perimeter Length 0.00 Total Ridge Length 0.00 Total Hip Length LYNCH_SHANNON 7/5/2012 Page: 11 • •pt,,--44----,216)7Art Capstone Construction Co.,Inc. CONSTRUCTION 2917 E.Francis Ave. Spokane,WA 99208 (509)468-4981,Fax(509)468-5081 Federal TIN-91-1475627 WA Contractor Reg.-CAPSTCC 106J5 Summary Line Item Total 36,095.61 Total Adjustments for Base Service Charges 180.08 36,275.69 Overhead @ 10.0% x 36,222.54 3,622.25 Profit @ 10.0% x 36,222.54 3,622.25 Sales Tax @ 8.700% x 43,520.20 3,786.26 Replacement Cost Value $47,306.45 Net Claim $47,306.45 Shay Cummings LYNCH SHANNON 7/5/2012 Page: 12 Main Level 24' 23 4 L — Garage 12'1" • 10'11" --+ io Canino Room livIno Room N IC Entry/Foyer 12'7' I 11'5" I 5"fl Main Level LYNCH SHANNON 7/5/2012 Page: 13 Main Level 24' 23' 4" f c 0) 12' 1" 10' 11" 1 °' v Zh N- 0 Urine Room N N Kitchen I 1 totryITover 12'7" I 11'5" Main Level LYNCH SHANNON 7/26/2012 Page: 1 w I ,A y ` ii.is 1. 4 fir. ,r... - ) 1� C 011`',„ +- .° Ry. `\tT 'T P � i 411:411:" .SIM . % . Nva. 4. w ''''7 w» tAllill _, w ./IL �^ r rr .,.rte— ^• *`y,. 1" ./."N' S tly'r *,,,, %. ,: " i-,'. } kms' ■ `" � r . 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Sliftk - k\ , „.•-, ,. • , - , ... .1 i, •. , .., „... •,„ .5-, .',.,. ,....,...,...,...„.. . •,..,•• .., ....„,. ........,,, ......,.. .......„_,...... .,, „r, ."000/0/ ,..... . . .__ ,.., . ..,_ ,.. , .,,..... -,,,,,,,_ , .. .,. , .,.. 4 '.1.,. . , , _ i . .., ,,,,,',p ,. .,,,, . • ' .., " :' 1 4 , , , .....- r , t 1 1 , ' ./.0* I 111 ., T 1 I , , - , , , t '1 i ' --..... , .... , -- , , * arairl Ikk . . . ,g , r,,ttitimp' A . 4 . v.' . i 1 INEMENIMPIIIIR Amontemmor t. N., 4., I - , - , ...' \N .„......0•.....m...........--------,.„....--411ftilM11.1111•11110.10mQ % IllialliiialtinariMellia11811111261N1118263 N, k. IL \ Aug 04 2012 10: 37AM PROPERTY SOLUTIONS (509) 468-3235 p. 1 d FAX TRANSMITTAL FROM: PROPERTY SOLUTIONS NW P.O. PDX 655 MEAD, WA 99021 (509)467-5353 FAX(509)465-3235 TO: Jerry Clark COMPANY: Capstone Construction Company FAX NUMBER: 468-5081 DATE: August 4, 2012 REFERENCE: Lynch — Vehicle impact assessment TRANSMITTED: EPORT VOCE FALCULATIONS 0 OTHER NUMBER. OF PAGES (NOT INCLUDING THIS TRANSMITTAL PAGE): s ORIGINAL TO FOLLOW: E'YfE5 ' W/ 0 PHOTOS ❑ INVOICE ❑ OTHER ❑ NO PHOTOS(IF NOT INCLUDED)AVAILABLE UPON REQUEST: E� Y//ES 0 NO 0 N/A COPY TRANSMITTED TO PROPERTY OWNER: 0 YES [�'fd0 0 N/A CALL ME REGARDING THIS FAX: 0 TO DISCUSS COR QUESTIONS COMMENTS: This facsimile transmission is confidential, and intended only for the use of the individual named above. If you have received this transmission in error, please notify us immediately. If FAX transmission is incomplete or illegible. please contact sender, Aug042012 10: 37AM PROPERTY SOLUTIONS (509) 468-3235 p. 3 • P5 N POPERw 5NORTHWEST "YOUR f ROFESSIONAL1 ESOURGt. INSPECTION.,ASSESSMENT*ANALYSIS*EVALUATION August 4, 2012 Mr. Jerry Clark Capstone Construction Company Reference: Lynch Vehicle impact assessment Dear Mr. Clark: On August 3, 2012, I examined the Lynch property at 3018 S. University, Spokane, WA. No one was present during my investigation. PURPOSE The purpose of the investigation was to examine reported vehicle impact concerns at the property. Of particular interest was the nature and scope of the reported vehicle impact concerns, and determination of the appropriate scope of repair. Repair recommendations (if any) are presented for comprehension and scope purposes only; and require integration with the 2009 International Residential Code ("IRC) for construction use. Specific construction details exceed 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 split story frame building, constructed over a basement, extending approximately three to seven feet below grade. A two car garage,built over a concrete slab on grade, is attached to the structure. The building is of unknown age, and is maintained in average condition. INVESTIGATION OBSERVATIONS For the purposes of this report, the front of the house is presumed to face east.All references to direction or orientation are made relative to this presumed structure orientation, and are not intended to establish true compass direction. A vehicle impacted the east face of the structure. The impact was isolated to the garage door opening, adjacent southeast wall and kitchen northeast wall. Specifically, the garage door, southerly east wall framing and easterly south wall framing displayed breakage and/or deformation, and the northerly east wall siding displayed detachment.Additionally,the kitchen northerly east wall framing and easterly north wall framing (common with the garage) displayed breakage and/or deformation. P.O. BOX 685 * MEAD+WA * 99021 (509)467-5353 •FAX(509)466-3235 Aug 04 2012 10: 37AM PROPERTY SOLUTIONS (509) 498-3235 p. 4 Mr. Jerry Clark August 4,2012 page two No breakage or deformation was observed to the garage north wall, foundation or roof assembly. No breakage or deformation was observed to the main structure east foundation wall or roof assembly. No breakage or deformation to the residence entry or interior was observed. A broken basement east window and torn entry screen door was noted. OTHER CONSIDERATIONS Repair of the structure is governed under Section R102.7.1 of the 2009 International Residential Code("IRC"). That section provides for repairs to conform to the requirements for a new structure, "... without requiring the existing structure to comply with all of the requirements of this code ...". The IRC allows for repairs (that meet current code)to be made, without improving or updating portions of a structure not subject to the repair activity. Only alteration to the structure or change in occupancy, opens the discussion of code upgrade to areas not under repair. CONCLUSION With a reasonable degree of certainty, based upon the above stated observations; it is my opinion that the vehicle impact was isolated to the garage door, southeasterly wall framing, and kitchen northeasterly wall assembly. No meaningful impairment of the roof assembly, foundation or other portions of the structure were noted. RECOMMENDATIONS Recommendations represent physical repair option suggestions; and are made without insurance coverage, or financial responsibility in mind. Repair option suggestions do not reflect liability, financial responsibility or insurance coverage, and do not suggest insurance coverage responsibility. Repair option suggestions are qualitative, and require integration with the 2009 IRC for construction purposes. The garage door south header support wall framing should be repaired in kind.The garage door header should be reset or replaced. The kitchen northeasterly wall framing should be reset, or sistered if broken. New wall covering should be installed as necessary. East wall cavity insulation may be increased by adding a 2" x 2"furring strip to the inner side of the kitchen 2"x 4" studs. North kitchen wall insulation is likely unnecessary, as the garage reduces exposure to exterior conditions. Furring out the entry east wall is unnecessary, as no wall cavity is present at the entry location. Other repair work,wall coverings, resetting cabinets, fixtures and appliances, etc, should be completed as necessary. LIMITATIONS The information contained in this report is for the exclusive use of Capstone Construction Company; and Property Solutions NW assumes no responsibility or liability for any use of this report by other parties. This report relates solely to the Aug 04 2012 10: 37AM PROPERTY SOLUTIONS (509) 468-3235 P. 5 Mr, Jerry Clark August 4, 2012 page three 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, and require integration with the 2009 IRC for construction use. Specific construction details exceed the scope of this report. No guarantee or warranty, expressed or implied, is provided. If you have questions, please contact me. Respectfully, + c' ti 4 fly, pp , S. C. Maloney, P.E. i,° mss, �'"� �►2.... ICC Certified Building Inspector '�o,,-' ' ' PSN Wvepons\Lynch.wpd Aug 04 2012 10: 37FIM PROPERTY SOLUTIONS (5091 468-3235 p. 6 COMPANY PROJECT ti Property Solutions NW Lynch ■ - r P.O.Box 685 S.University Spokane t! Mead,WA 99021 SpokValley,WA . SOf'Wkl rlbe•WOOD eik'SrCN (509)467-5353 Garage door header Aug.4,2012 09:30 Garage door header Design Check Calculation Sheet WoodWorks Sizer 9.2 Loads: Load Type Distribution Pat- Location (ft] Magnitude Unit tern Start End Start End Dead Dead Full UDL 145.0 plf Snow Snow Full UDL 480.0 plf Self-weight Dead Full UDL 11,8 plf Maximum Reactions(lbs)and Bearir C.�"'' : G� y Q �`` 16'1-13116" 4 0C) 0' �Q o 16' Unfactcred: �‘i. Dead 1265 O 1265 Snow 387 3877 Factored: Total 5142 5142 Hearing: Length 2.83 1.83 Min req'd 1.83 1.83 Garage dour header Lumber n-ply,D.Fir .(N), No 1/No 2r 2x 12,3 ity(441/2"x11-114") Supports:All-Timber-soft Beam;D FiF-L:No.2 Total length:16'1-13/16"; Lateral support:top=at supports,bottom=at supports;Repetitive factor:applied where permitted(refer to online help); This section AILS the design check WARNING:This section violates the following design criteria:,Bnding and deflection Analysis vs.Allowable Stress(psi)and Deflection(in)using NDS 2005: Criterion Analysis Value Design Value Analysis/Design ' Shear fv = 132 Fv' = 207 fv/Fv' = 0.64 Bending(+) fb = 2576 Fb' = 1099 fb/Fb' = 2.34 Dead Defl'n 0.27 = L/709 Z Live Defl'n 0.83 = 1/231 0.53 L/350 1.55 Q Total Defl'n 1.23 = L/155 0.80 = L/240 1.54 o? Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2009), a ign Specification (NDS 2005),and NDS Design Supplement. x,11, 2.Please verify that the default deflection limits are appropriate for your application. .V 3.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Ip 4.BUILT-UP BEAMS:it is assumed that each ply is a single continuous member(that is,no butt joints are present)fast er securely at intervals not exceeding 4 times the depth and that �4 each ply is equally top-loaded.Where beams are side-loaded,special fastening details may be required. 5.NOT FOR CONSTRUCTION.Calculations for evaluation purposes only. Hug 04 2012 10: 3SRM PROPERTY SOLUTIONS (509] 488-3235 p. 7 COMPANY PROJECT Property Solutions NW Lynch 1, W0 W1C'ks P,O.Box 885 3018 S.University I Mead,WA 99021 Spokane Valley,WA csom9kT.Se sari u ftw..... (509)457-5353 Garage door header Aug.4,2012 09:29 Garage door header Design Check Calculation Sheet WoodWorks Sizer 9.2 Loads: Load Type Distribution Pat- Location (ft] Magnitude Unit tern Start End Start End Dead Dead Full UDL 145.0 plf Snow Snow Full UDL 480.0 plf Self-weight Dead Full UDL 15.3 Pit Maximum Reactions(lbs)and Bearing Le (in) : �' �� 16'2-116" t O c.‘:,* ‘.4.5.1' Unfaotored: js Dead 129 • 1295 Snow 3883 3883 Factored: Total 5178 5178 Bearing: Length 2.14 2.14 Min =ea'd 2.14** 2.14** **Minimum bearing length governed by the required width of the supporting member. i ;:¢,rrage_door-header-_ PSL;2 OE,2.0E,3-1/2"k146 Supports:All-Tirritiersoft Beam;b.Fir-L No.2 Total length:16'2-1/8"; Lateral support top=at supports, bottom=at supports; Analysis vs.Allowable Stress(psi)and Deflection(In)using NDS 2005: Criterion Analysis Value Design Value Analysis/Design Shear fv = 132 Fv' = 333 fv/Fv' = 0.. Bending(+) fb = 2151 Fb' = 2604 fb/Fb' = 0.8 O�472) Dead Defl'n 0.13 = <L/999 Live Defl'n 0.44 = L/434 0.53 = L/360 0.83 It% A, Total Defl'n 0.66 = L/289 0.80 = L/240 0.83 lor Design Notes: C 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2001 he rlaI Design Specification (NDS 2005),and NDS Design Supplement. + ��/ 1- 2. 2.Please verify that the default deflection limits are appropriate for your application. }� 3.Beam is in a system of 3 or more members spaced 24"or less apart.System factors applied according to 11 4.SCL-BEAMS(Structural Composite Lumber):the attached SCL selection is for preliminary design only.For fin ign contact your local SCL manufacturer. 5.Size factors vary from one manufacturer to another for SCL materials.They can be changed in the database edltot 6,NOT FOR CONSTRUCTION.Calculations for evaluation purposes only. CITY COPY