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2007, 05-11 Permit App: 07001547 GarageProject Number: 07001547 Inv: IApplication Date: 5/11/2007 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: 10 X 26 GAR WBTH Contact: BRICKERT CONSTRUCTION Address: PO BOX 459 C - S - Z: POST FALLS, ID 83877 Setbacks: Front Left: Right: Rear: Phone: (208) 777-7504 Group Name: Site Information: Project Name: Plat Key: CONV Name: CONVERTED CNTY DATA District: Sout Parcel Number: 45331.2207 Block: Lot: SiteAddress: 12007 E 34TH AVE Owner: Name: MICK BUSCH Address: 12007 E 34TH AVE Location:: CSV SPOKANE, WA 99206-5967 Zoning: UR -3.5 Urban Residential 3.5 Water District: 007 MODEL Hold: ❑ Area: .00 Acres Width: 88 Depth: 128 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 10 Review Information:, Review Building Plan Review Originally Released: Landuse/Zoning/HE Conditions Page 1 of 2 5/11/2007 By: TMELBOU Released Originally Released: 5/3/2007 By: cjjanssen Operator: JD Printed By: JD Print Date: 5/11/2007 Project Number: 07001547 Inv: I Application Date: 4/30/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Parcel Number: 45331.2207 Block: SiteAddress: 12007 E 34TH AVE Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: 007 MODEL Area: .00 Acres Width: 88 Nbr of Bldgs: 0 Nbr of Dwellings: 10 Review Information: Lot: Owner: Name: MICK BUSCH Address: 12007 E 34TH AVE SPOKANE, WA 99206-5967 Hold: ❑ Depth: 128 Right Of Way (ft): 0 Review Building Plan Review RIease"d By u Landuse/Zoning/HE Conditions Permits: Operator: JD Printed By: JD Print Date: 4/30/2007 Project Number: 07001547 Inv: 1 Application Date: 4/30/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Protect Information: Permit Use: 10 X;,6"GAR WBTH Contact: BRICKERT CONSTRUCTION yL Address: PO BOX 459 C - S - Z: POST FALLS, ID 83877 Setbacks: Front Left: Right: Rear: Phone: (208) 777-7504 Group Name: Site Information: Project Name: Plat Key: CONV Name: CONVERTED CNTY DATA District: Sout Parcel Number: 45331.2207 Block: Lot: SiteAddress: 12007 E 34TH AVE Owner: Name: MICK BUSCH Address: 12007 E 34TH AVE Location:: CSV SPOKANE, WA 99206-5967 Zoning: UR -3.5 Urban Residential 3.5 Water District: 007 MODEL Hold: ❑ Area: .00 Acres Width: 88 Depth: 128 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 10 Review Information: r.. .._a Review Building Plan Review Landuse/Zoning/HE Conditions Permits: :. Rekased By : 4 RIeased ;By- . Operator: JD Printed By: JD Print Date: 4/30/2007 Project Number: 07001547 Inv: I Application Date: 5/11/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: BRICKERT CONSTRUCTION CO Address: PO BOX 459 POST FALLS, ID 83877 Building Permit -- Firm: BRICKERT CONSTRUCTION CO Phone: (208) 777-7504 Contractor: BRICKERT CONSTRUCTION CO Address: PO BOX 459 POST FALLS, ID 83877 Permit Total Fees: $160.25 Plumbing Permit Firm: BRICKERT CONSTRUCTION CO Phone: (208) 777-7504 Item Description Units This Application: Total Project: Description Grp Tyne Notes Scl Ft Valuation Sg Ft Valuation GARAGE U-1 VB SINKS 220 $4,180.00 220 $4,180.00 Totals: 220 $4,180.00 220 $4,180.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $111.25 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW < 7999 SQ FT 1 SELECT $44.50 Contractor: BRICKERT CONSTRUCTION CO Address: PO BOX 459 POST FALLS, ID 83877 Permit Total Fees: $160.25 Plumbing Permit Firm: BRICKERT CONSTRUCTION CO Phone: (208) 777-7504 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 1 NUMBER OF $6.00 SINKS 1 NUMBER OF $6.00 SHOWERS 1 NUMBER OF $6.00 TUBS 1 NUMBER OF $6.00 Permit Total Fees: $24.00 Notes: Payment Summary: F Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $160.25 $160.25 $0.00 $160.25 Plumbing Permit $24.00 $24.00 $0.00 $24.00 $184.25 $184.25 $0.00 $184.25 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 5/11/2007 Project Number: 07001547 Inv: I Application Date: 4!30/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: BRICKERT CONSTRUCTION CO Address: PO BOX 459 POST FALLS, ID 83877 Description Grp Type Notes GARAGE U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Building Permit — — - Firm: BRICKERT CONSTRUCTION CO Phone: (208) 777-7504 This Application: Sg Ft Valuation 7,bo 2K $4,940.00 Totals:720,2� $4,940.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Contractor: BRICKERT CONSTRUCTION CO Address: PO BOX 459 POST FALLS, ID 83877 Total Project: Sg Ft Valuation 260 $4,940.00 260 $4,940.00 Fee Amount $111.25 $4.50 $44.50 Permit Total Fees: $160.25 Plumbing Permit Firm: BRICKERT CONSTRUCTION CO Phone: (208)777-7504 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 1 NUMBER OF $6.00 SINKS 1 NUMBER OF $6.00 SHOWERS 1 NUMBER OF $6.00 TUBS 1 NUMBER OF $6.00 Permit Total Fees: $24.00 Notes::-: Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $160.25 $160.25 $0.00 $160.25 Plumbing Permit $24.00 $24.00 $0.00 $24.00 $184.25 $184.25 $0.00 $184.25 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 4/30/2007 6.n 0000, S#ne ,,;of Va11ey Community Development Permit Center 11707 E Sprague Ave; Suite 106 Spokane Valley, WA '99206eeDpR 2 (509)688-0036 FAX: (509)688`0b www.spokanevalla4", i d �. Residential Construction Permit Application SITE ADDRESS 6 �-w] v, 31 n� r,vl, ASSESSORS PARCEL NO: 4 J 3 7',. 7 i W 7 /; A ❑ New Con;AE ' Accessory Bldg 6" � Addition Deck�'� Other: x-4 ig 8gs51'( -7' 4P� WW jgddb LEGAL DESCRIPTION: &r 7, 1 D I GMq 3R) mij, Building Owner: Name: lAt CV - Address: 1 UO -7 31 TW City: State: zip: Rqg& Phone: C6� ,yG�fFax: 1-1 Contact Person Name: R6b -i 019- Phone: 50q' )-W --`74 ? . . . ._ _____ _________________yam. r_ 11 ____!__ — 11 T7 T 0 T 1... Contractor: tt 111 1.1Vvi vv vvla..��. DIMENSIONS:to r f __ Name: ji - C �1 � C&* S7yW (�1 WJ (b Address: I -0A%451 2 FLOOR FTG: City: U65" State: �ItA Zip:473.0'77 Phone: �Wg.-ZZ-7--750'1 o c£ 60a--)�0.'t a cc�c Fax: w --m -7 1 q q Contractor Lic N L 5 Exp Date: -7 �a-7 City Business Lic. No: IA � 0' ost of Proiect: S i-*-. f--4. N/A if not ••• - 1116 1V11V HEIGHT TO PEAK: n/ tt 111 1.1Vvi vv vvla..��. DIMENSIONS:to r f �---- - • # OF STORIES: TOTAL,fHABITABLE SPACE: MAIN FLOOR TO SQ. 2 FLOOR FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: ,( �S(Q. I" k . ! (N AREA: N14 FINISHED BASEMENT R GARAGE SQ. FTG: ® DECK/COV. PATIO SQF 30% SLOPES ON,��/��tf i. fIr SQ. FTG: Tf l # OF BEDROOMS: CON�ST'RUCTION TYPE: HEAT SOURCE: A r Q R S P IC? -------------------- 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, cod s or ordinances. 6) ns or additional information may be required to be submitted, and subsequently approved before this application c be 9Tcesse Signature Date Method of Payment: ❑ Cash Check Bankcard #: Authorized Signature: REVISED 6125/2005 ❑ Mastercard ❑ VISA Expires: VIN#: Permit Center ooes-�„.a 11707 E Sprague Ave, Suite 106 Spokane Spokane Valley, WA 99206 ..;000Wley ° (509)688-0036 FAX: (509)688-0037 Nv ww, spokaneval tev.or� Community Development Plumbing Permit Application 2 ❑ Commercial SITE ADDRESS: PERMIT NUMBER: PERMIT FEE: Residential Building Owner( vBssMA-,r Name: J Phone: 5 d t --76 gh Fax: -- Address:City: = I �[�� State: fl Zip: Contractor TOILETS WATER CLOSET, BIDETS Name: Address: nt i is flit Phone: .77? -60 q Fax: State: Zip: ( W� StG W City: 6`t— License No: [C / City Business Lic: 1— (r 3 Contact Name: �0 Phone: - T METHOD OF PAYMENT: ❑CASH (CHECK ❑ VISA ❑ MC Card# I AUTHORIZED SIGNATURE:_ REVISED 8/26/05 EXPIRES: VIN: � ��—a v v PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: S (t A DESCRIPTION OF WORK # OF UNITS X I COST = I TOTAL AMUUN 1 1 TOILETS WATER CLOSET, BIDETS X $6.00 = 2 URINALS X $6.00 = = 3 TUBS X $6.00 (p 4 SHOWERS PER TRAP BATH, STALL, ON-SITE BUILT X $6.00 = uD LAVS/BASINS, BAR, FLOOR, KITCHEN, 5 SINKS LAUNDRY, UTILITY, JANITOR, PHOTO, X $6.00 = ` X-RAY, FOOD, PREP/CULINARY MEAT 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 = AREA, CASE, COIL, TRENCH, 11 FLOOR DRAINS CONDENSATE X $6.00 = 12 ROOF DRAINS/OVERFLOW DRAINS X $6.00 = 13 FOUNTAINS, DRINKING X $6.00 = WATER PIPING/DRAIN-IN WASTE, NSTALLATION, ALTERATION, REPAIR, 14 VENT, PLUMBING, REVERSAL REVERSALS X $6.00 = 15 SEWAGE EJECTOR GRINDER, SUMP PUMP X $6.00 = ICE AN/OR COFFEE MAKER, HOSE BIB, 16 WATER USING DEVICE STEAMER X $6.00 = PROOFER, CARBONATOR, SWAMP COOLER VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR: VATS, TANKS, 17 CROSS CONNECTION DEVICE BOILERS X $6.00 = GREASE TRAP, SAND TRAP, 18 INTERCEPTORS CHEMICAL HOLDING TANK X $6.00 = 19 MEDICAL GAS er outlet NITROUS, OXYGEN X $6.00 = 20 MISCELLANEOUS PLUMBING FIXTURE X $6.00 = 21 PRIVATE SEWAGE DISPOSAL/SYS X 1 $20.00 1= X 1 $15.00 = - METHOD OF PAYMENT: ❑CASH (CHECK ❑ VISA ❑ MC Card# I AUTHORIZED SIGNATURE:_ REVISED 8/26/05 EXPIRES: VIN: � ��—a v v PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: S (t A Z ir- 0 �1 4AP 51,3104 City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Sprague Avenue 1105, Spokane Valley, Washington 99205 - Tel 5D9-668-0035 -Fax 5D9-683-0037 Following is a typical cross-section for a residential garage. It may not represent the proposed project If you are using this detail as a portion of your plan submittal, please complete the requested information in the boxes provided on both sides of this sheet Ths completed sheet, along with any adti5onal information needs to be submitted with your aplliica5on and be on site at the time Of inspection. PROTECTION AND OPENINGS BETWEEN DWELLINGS AND PRIVATE GARAGES SHALL HAVE: 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: ' 518' TYPE W GYP BOARD (Ka.BRABLE SPACE ABOVE) 112' GYP BOARD (RESIDENCEIATT)C, FLOOR/CEILING) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCO14B CORE STEEL DOORS NOT LESS THAN 13/3% OR 20 MINUTE FIRE RATED DOORS. ALTERNATE FOUNDATION FOR ACCESSORY BUILDINGS FROM 400 SQ. FT. TO 3Do0 SO. FT. SECTION A -A (2)s4 FiEBAR �-12"-4 NOTE: D'Iagonal wall bracing required on each comer and every 25 feet of watt Walls within 3 feet of a property fine or within 6 feet of a dwelling must be 1 hour rated. (518' type W gypsum sheathing ':' n both sides of wall). Openings are not permitted in these walls. Garages over 3,000 sq. ft require protec5on when closer than 20 feet to the property fine. Parapets may be required. J GI�E-90 OR ERIJG- x ROOFING MATERIAL I�bOFINC PdPFR-, 1/8 GAP BE f vVEEN SHEATHINGROOF SHEATHING 24" MIN. •'F .. 6" MIN. e q 24"MIN. _ (2) f4 REBAR t4Lwt-$-,t c ti.1.3 wou-n-5URURG BETWEEN.TRUSSES WALL SHEATHING SIDING• u t 6' MIN. t ' 1 `�. 24" MIN. 6' MIN. 5"x121 DOUBLE TOP PLATE WALL HEIGHT o 2x -* (a « O.C. PRESSURE TREATED SOLE PLATE 3-12' CONCRETE SLAB n- ANCOR BOLTS t/2" 141K \_(7' INTO CONCRETE) 6'0. C. OR APPROVED ANCHOR INSTALLED FOOTING PER MANUFACTURER FOUNDATION PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: , ft Wr 4,, 0o GARAGE OPENING AND HEADER SIZE / Z yC -ro PL -A , r4Fs F=-,, 2 INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN P ��� WIDTH Please note that while every effort is made to assure the accuracy of the information contained in this brochure is not warranted for accuracy. This document is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investigation. For detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or contact the appropriate division. Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 Min. 16,18 or 20 in. APA Portal Frame Bracing Engineered Shear Wall Bracing A FIGURE 1 CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Extent of header (Two braced wall segments) Extent of header (One braced wall segment) ►I 2' to 18' (finished width) Fasten sheathing to header with Top plate 8d common nails in 3" grid continuity is pattern as shown and 3" o.c. in required per all framing (studs and sills) typ. R602.3.2 Anchor bolt per R403.1.6 Typ. Foundation per code Side Elevation Sheathing filler if needed l 6d sinker nails in 2 rows @ 3" o.c. 1000 Ib header - to -jack -stud strap on both sides of opening (Ref. No. LSTA24) 3/8" min. thickness wood structural panel sheathing Not to scale 1000 Ib header -to -jack -stud strap on both sides of opening Max.;°,<;. Install on backside as shown on (Side height - ,>a°° ''dU i4te Elevation, Ref. No. LSTA24) 10' Min. (2) 2x4 typ. Braced wall #.:.......... If panel splice is needed it shall segment per e :>: occur within 24" of mid -height. R602.10.5 Blocking is not required. No. ofMin. -: width based on 6:1 jack studs height -to -width ratio: For per table example: min. for 8' height R502.5 1 &2 ( ) Min. 2"x2"x3/16" plate washer Anchor bolt per R403.1.6 Typ. Foundation per code Side Elevation Sheathing filler if needed l 6d sinker nails in 2 rows @ 3" o.c. 1000 Ib header - to -jack -stud strap on both sides of opening (Ref. No. LSTA24) 3/8" min. thickness wood structural panel sheathing Not to scale .cemized QUOTE Estimate LUMBERMENS TRUSS DIVISION 10310 E Montgomery Spokane, WA 99206-4220 (509)924-2420-(800)486-9617 Fax: (509) 924-2583 BRICKERT CONSTR. S 0 L D r POST FALLS, ID D (509) 220-7472 H ROD ---509.220.7472 P 3409 MILISSA T SPOKANE, WA BUILDING DEPARTMENI Unassigned REQ. QUOTE DATE REQ. LAYOUTS ORDER DATE 1070539 DELIVERY DATE 1 000000239 DATE OF INVOICE j ! SUPERINTENDENT 1 JOBSITE PHONE # JOB NAME:BUSCH RESIDENCE MODEL: TAG: DELIVERY INSTRUCTIONS: DATE 04/21/07 PAGE 1 ORDER # REQ. LAYOUTS QUOTE # 1070539 CUSTOMER ACCT # 1 000000239 CUSTOMER PO # j INVOICE # DESIGNED I MH 104/21/07 TERMS SALES REP HOUSE DM SALES AREA LEFT RIGHT LOT # SUBDIV: JOB CATEGORY: SPECIAL INSTRUCTIONS: Price includes trusses, H -clips, and local drop delivery but does include sales tax. BY DATE OVERHANG INF HEEL HEIGHT 100-03-12 REQ. LAYOUTS Q. ENGINEERING QUOTE MH 104/21/07 END CUT RETURN NONE NONE LAYOUT MH 104/21/07 PLUMB YES GABLE STUDS 0 IN. OC DESIGNED I MH 104/21/07 ROOF TRUSSES LOADING LLL-MDL-BCLL-BCDL sTRess iNCR. ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) IIJCf10MAT1nM PROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB UNIT PRICE TOTAL PRICE LEFT RIGHT LEFT RIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT GIRDER 1 2.83 0.00 CNR 02-08-02 02-08-02 2 X 4 2 X 4 02-09-15 20-07-02 $31.17 $31.17 I JE 1 4.00 0.00 1K 01-10-15 01-10-15 2 X 4 2 X 4 02-00-00 05-07-01 $9.71 JACK 1 1 4.001 0 00 EJ2 03-10-15 03-10-15 2 X 4 2 X 4 02-00-00 03-07-01 $11.15 $11.15 JACK 0.00 EJ3 05-10-15 05-10-15 2 X 4 2 X 4 02-00-00 01-07-01 _ _ $12.591 $12.59 AC JACK 1 4 00 0.001 07-06-00 07-06-00 2 X 4 2 X 4 02-00-00 00-04-15 $14.03 $14.03 1 1 4,201 0.00 JEJ5K 07-06-00 07-06-00 2 X 4 2 X 4 02-00-00 102-03-07 _ _ $15.471___-$15.471 1 I 4.00 0 00 GIRDER H1 10-03-08 10-03-08 2 X 4 2 X 4 02-00-00 $31.29 $31.29,1 _ I GIRDER 1 4.00 0.00 H2 10-03-08 10-03-08 2 X 412 X 4 02-00-00 $33.12 133.12 �1-1 1 -4.00 0.00 MONO M1 10-03-08 j 10-03-08 2 X 4 2 X 4101-02-03 02-00-00 1 $28.70 j $28.70 _ 1 MM20 (10-03-08 10-03-08 2 X 4 2 X 4 03-02-03 02-00-00 _ $30.961 $30.96 1 -4.00 1 -4.00 0.00 0.00 MM30 10-03-08 10-03-08 2 X 4 2 X 4 05-02-03 02-00-00 _ $32.48 _ $32.48 31 -4.00 0.00 MONO M4 10-03-08 10-03-08 ! 2 X 4 2 X 4 06-01-12 02-00-00 �- $33.37 __--_ $100.11 G MGLE 10-03-08 10-03-08 2 X 42 X 4 02-00-00 $28.291 $28.291 1 4.00 4.00 0.00 0.00 ACK JSJ1 _1 01_11-04 01-11-04 2 X 4 2 X 4 02-00-00 00-00-0� $5.391 $5.391 1 4.000.00 JACK SJ2 01-11-04 01-11-04 ,2 X 4 2 X 4 02-00-00 01-11-11� _ $6.83J $6.83 GS 1 4.00 0.00 JACK SJ3 01-11-04 01-11-04 2 X 412 X 4 02-00-00 03-11-11 _ $8.271_ 7 $8.27 ROOF SUB -TOTAL: $ 399.56 ITEMS QTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES UNIT PRICE TOTAL PRICE FT -IN -16 Itemized QUOTE Estimate LUMBERMENS TRUSS DIVISION 10310 E Montgomery Spokane, WA 99206-4220 (509)924-2420-(800)486-9617 Fax: (509) 924-2583 BUILDING DEPARTMENT Unassigned ITEMS REQ. QUOTE DATE ORDER DATE DELIVERY DATE DATE OF INVOICE SUPERINTENDENT JOBSITE PHONE # JOB NAME:BUSCH RESIDENCE MODEL: TAG: DATE 04/21/07 PAGE 2 ! / BRICKERT CONSTR. S 0 QUOTE IMH 104/21/07 L' D ; 1070539 T POST FALLS, ID 0 (509) 220-7472 H ROD ---509.220.7472 P 3409 MILISSA o SPOKANE, WA BUILDING DEPARTMENT Unassigned ITEMS REQ. QUOTE DATE ORDER DATE DELIVERY DATE DATE OF INVOICE SUPERINTENDENT JOBSITE PHONE # JOB NAME:BUSCH RESIDENCE MODEL: TAG: DATE 04/21/07 PAGE 2 ! / ORDER # REQ. ENGINEERING QUOTE IMH 104/21/07 QUOTE # 1070539 NONE CUSTOMER ACCT # 1000000239 DESIGNED I MH 04/21/07 CUSTOMER PO # 33.02% Misc. Items: INVOICE # Floor Labor Units: 0.00 TERMS $24.09 5.91% SALES REP HOUSE DM SALES AREA Labor Cost: $107.73 LOT # SUBDIV: JOB CATEGORY: SPECIAL INSTRUCTIONS: Price includes trusses, H -clips, and local drop delivery but does include sales tax. BY DATE OVERHANG INF HEEL HEIGHT 00-03-12 REQ. LAYOUTS REQ. ENGINEERING QUOTE IMH 104/21/07 ENDGUT I RETURN I NONE NONE LAYOUT IMH 104/21/07 PLUMBT YES I GABLE STUDS 0 IN. OC DESIGNED I MH 04/21/07 QTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES UNIT I TOTAL FT -IN -16 PRICE PRICE 271 HANGERS I H2.5 I $0.291 $7.8 ITEMS SUB -TOTAL: $ 7.83 Estimate Summary: Y � , Tin Truss Price: $399.56 Roof Labor Units: 107.73 st: $134.53 33.02% Misc. Items: $7.83 Floor Labor Units: 0.00 Connector Cost: $24.09 5.91% SUB -TOTAL: $407.39 Labor Cost: $107.73 26.44% Delivery: $150.00 Net Margin: 33.63% Total Weight: 553.00 lbs. Total Bd-Ft: 336.67 Sales Tax: $0.00 Total LF(truss): 127.80 PriceBd-Ft: 1.21 Price/Lineal Ft: $3.13 1 Selling Price: $557.39 WARNING: We warn that trusses can cause property damage or personal injury if improperly installed or braced. Customer's or his agent's acceptance hereof shall constitute his affirmative representation that he is fully trained in the proper and safe methods of truss installation and bracing. Refer to the provided pamphlet entitled "Bracing Wood Truss: Commentary and Recommendations", published by Truss Plate Institute, Inc. Do not cut, alter, or use damaged trusses without engineering approval. It is the customer's responsibility to providq,Acgess to the job siie. Trusses remain our property until full payment is made. f,s �.. ", , s 1 e' .,;r PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS 1-^11.1 REVIEWED FCR CODE COMPLIANCE SPOKANE VALLEY BUlybiNG FIVISION TAS o o_ 7_