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2006, 08-30 Permit App: 06003306 Enclose BreezewayProject Number: 06003306 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/30/2006 Page 1 of 2 Project Information: Permit Use: ENCLOSE BREEZE WAY BETWEEN GARAGE & Contact: WES MILLER HOUSE Address: 1602 E CENTER RD C - S - Z: SPOKANE, WA 99208 Setbacks: Front Left: Right: Rear: Phone: (509) 468-9996 Group Name: Site Information: Project Name: Plat Key: 001672 Name: MOORES ADD District: Sout Parcel Number: 45221.1324 Block: SiteAddress: 708 S MAMER RD Location:: CSV Lot: Owner: Name: DOIDGE, ROBERT L Address: 708 S MAMER RD SPOKAN VALLEY, WA 99216 Zoning: UR -3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: .00 Acres Width: 130 Depth: 116 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: , Review Building Plan Review Released By: Driveway/Approach Originally Released: 8/30/2006 By: TMELBOU Released By: Originally Released: 8/30/2006 By: amblake Landuse/Zoning/HE Conditions Released By: - Sewer Review Permits. Originally Released: 8/28/2006 By: kkendall Released By: Originally Released: 8/21/2006 By: amblake Operator: AMB Printed By: AMB Print Dale: 8/30/2006 Project Number: 06003306 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/30/2006 Page 2 of 2 Contractor: OWNER Building Pennit Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB enclose 0 $3,000.00 0 $3,000.00 breezeway Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT • Totals: 0 $3,000.00 0 $3,000.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Fee Amount $83.25 $4.50 $33.30 Permit Total Fees: $121.05 Notes: All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. (A)OTHE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW. (B)OSOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW, CONSTRUCTION INSPECTION AND SURVEYING. Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined approach width not to exceed 50% of total frontage. Payment Summary: , Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $121.05 $121.05 $0.00 $121.05 $121.05 $121.05 $0.00 $121.05 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: AMB Printed By: AMB Print Date: 8/30/2006 Project Number: 06003306 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 8/21/2006 Page 1 of 2 Project Information: Permit Use: ENCLOSE BREEZE WAY BETWEEN GARAGE & HOUSE Contact: WES MILLER Address: 1602 E CENTER RD C - S - Z: SPOKANE, WA 99208 Setbacks: Front Left: Right: Rear: Phone: (509) 468-9996 Group Name: Site Information: Project Name: Plat Key: 001672 Name: MOORES ADD District: F Parcel Number: 45221.1324 SiteAddress: 708 S MAMER RD Location:: CSV Zoning: UR -3.5 Water District. Area: .00 Acres Block: 4 Lot: Owner: Name: DOIDGE, ROBERT L Address: 708 S MAMER RD SPOKAN VALLEY, WA 99216 Urban Residential 3.5 Hold: ❑ Width: 130 Depth: 116 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: T� 3d Driveway/Approach Released By: --- - Landuse/Zoning/HE Conditions Re used B �rZ�/Qp 4;(ni» Sewer Review Permits: Released By: -- - - - - - Originally Released: 8/21/2006 By: amblake Operator: AMB Printed By: AMB Print Date: 8/21/2006 Permit Center —. Okarie3Nktt11707 E Sprague Ave, Suit VT Talley (509)68Spokane8-0036 Valley,FWA (509)68& 9920r� Community Development www. spokanevalley.or�.con D Residential Construction Permit Application C -E IJ 037AUG 21 26 EVN4 Accessory Bldg {Addition/Remodel o Deck o Other: PERMIT NUMBER:.'33(_. PERMIT FEE: SITE ADDRESS ASSESSORS PARCEL NO: s /44A-Impe LEGAL DESCRIPTION: Building owner DIMENSIONS:Z�P , 6 ' )(3e- Name: 30-3 l J o _r'D (.E - E - Address: Address: log S /47,4227 e City: S'�� ()AcL ' Zip: 9,..2_c)6 Phone: 9 a4 -8,396 Fax: IMPERVIOUS SURFACE AREA: Contact Person Name: Phone: ( Contractor. DIMENSIONS:Z�P , 6 ' )(3e- Name: (.() E s or") rt L ER - R - TOTAL HABITABLE SPACE: Address: Address: /6 O2 '', «Cl % T le R D I 2"D FLOOR SQ. FTG: City: S PO k l -✓1 E Zip: ;,9CJk IMPERVIOUS SURFACE AREA: Phone: /716— 5-596 Fax: I6,5- - S-7 7 7 Lic No: Con 5/1) k ?7Y/9i%xp. Date: 30% SLOPES ON p pp TY: City Business Lic No: CONSTRUCTION TYPE: S7rcir Describe the scope of work in detail: Cost of Project: $ 3avvf o-° flCCoSE BfEFZE G AGE d- i(--coS **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: //A / DIMENSIONS:Z�P , 6 ' )(3e- # OF STORIES: / TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: ! �/ S F 2"D FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAfE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON p pp TY: # OF BEDROOMS: CONSTRUCTION TYPE: S7rcir HEAT SOURCE: SEWER SEPTIC? The pemiitee 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) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. Signature (/(i2-2 Date Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/252005 ❑ Other Spsikane Valley 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 1 Fax: 509.921.1008 ♦ cityhatl@spokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information Aug. 21 2006 3:12PM valley besfway No. 5656 P. 2/2 TRUSS MANUFACTURING PLANT 118 SOUTH UNION P.O. BOX 14024 SPOKANE, WA 99214-0024 PHONE (509) 928-0550 (800) 786-0550 FAX (509) 928-0659 Jerrybrown@valleybest-way.com FAX COVER SHEET DATE 8/21/2006 3:21:27 PM FROM THE DESK OF JERRY ATTN TOM MELBOURN TRUSS ENGFOR 708 S MAMMER PLEASE TAKE A LOOK AT THIS ELEVATION THANK YOU Jerry brown AUG 21 2006 15:47 509 920 0659 PAGE.02 Spokane Valley 11707 E Sprague Ave Suite 106 0 Spokane Valley WA 99206 509.921.1000 0 Fax: 509.921.1008 0 cityhall®spokanevalley.org Fax To: i Q -yl I utl RA„, Fax. 4(0s ^s t -r7 Phone: ' I op, g Re:7)s tom. lininutA From: Anita Blake Pages: 3 Date: CC: -Pant o iia e pb rm uS\ t 0"`1c a c , gruru `ft t pI&n . Cc @ Lova-ba3`-I. 01/4,)-1/4z3b CA.A.R. LLC Construction and 1602 E. Center Rd All Spokane, WA 99208 - Remodeling LLC September 22, 2006 Spokane Valley Building Division 11707 E. Sprague Ave., Suite 106 ' Spokane Valley, WA 99206 0 �-1 i5CE D V E SEP !UHL Business Phone: (509) 468- 9996 Home Phone. (509) 467- 6772 REGISTERED CONFIDENTIAL / ��.. `\ On August 21, 2006 I submitted a request for a_permitbuild7a breezeway at 708 S. Mamer Rd. for Mr. Robert Doidge. After I acquired the �to permit, and before work began on the project, the homeowner released /� my coA ��mpform the project and hired a any handyman so that he could build the breezeway himself. Therefore, I transfer the all powers and responsibilities of the` it t o Robe rt Doidge. Wes Miller hereby wishes to/releasee myself from any responsibilities, actions, claims, demands, lawsuits, or permit,requirements'or liabilities regarding the project number 06003306. Whether arising from tlie,hmeowner or permitting official this release of liability shall remain.tiinding%to all persons and areas involved in said project to the fullest extent of the law\�\�, Under no circumstances is this letter to be released to the homeowner or anyone associated with any job atthe above mentioned property. \ / Sincerely, -- ' To Whom It May Concern: Wes Miller Owner mm ENGINEERED TRU$$ OR RAFTER SIZE AND SPACING x @a a'f" O.C. Tits. MS t.u,LtwT P LAST' C &4T4fc Fo t ROOFING MATERIAL 30al iffIlt ROOFING PAPER 1 /8" GAP BETWEEN SHEATHING lbs'" ROOF SHEATHING ,tikat ANd Tl tss G 3 -SAI.TRUSSES 4.1 S"WALL SHEATHING J SIDING" 1 6" MIN. --' L o e ;.. ll Illui= +. •,r 1 TSE `®�IIII ANCHOR BOLTS 24" MIN. " ''���11 ® 1/2*MIN. 6 MIN.. .•• • • (7" INTO CONCRETE) 6' O. C. OR APPROVED 6"x12" ANCHOR INSTALLED FOOTING PER MANUFACTURER DOUBLE TOP PLATE WALL HEIGHT a \_2x @ ► co" O.C. PRESSURE TREATED SOLE PLATE 3-1/T CONCRETE SLAB -.Aug. 21.2006- 3:12PI1val ley bestway riark Quan .Type _Q43806 R1 3 TR DOIDGE JB Span P7 -H1 Left OH 250000 30600 3- 0- 0 No. 5656-P 1/2 Right OH Engineering 3- 0- 0 3-6-0 EP Tc EP 0o 12-11-12 HO 3-14 HH 4 3=6= TCL 4s4= 8 DG 12-11-12 HO 3-14 HH 4 3.051 r 4s4:: TCUa \ TW 4 SPLF ` GSPL c GSPL W:508 8:1409 U: 366 6-9-6 6-9-6 8-8-4 8-8-4 b 3=4= 12-6-0 5-8-10 81 3=5= 7--8 16-3-12 25 0 0 .ALL PLATES ARE LOC820 0 818 3s4= 18-2-10 5-8-10 25-0-0 W:506 8:1409 U: 366 8-8-4 0-0 25-0-0 E3 Scale. 0 220' = 1' Rabbi ne Eng 1neerang, Inc./Online Plug- APPROX. TRUSS WEIGHT: 135.5 LES D -C 0.63 3333 T 0.41 0.22 Building Type: Enclosed Webs Zone location: Exterior 0.12 563 C TC Dead Load : 4.2 psf 0.28 861 T BC Dead Load : 6.0 psf 0.28 861 T Max comp. force 3431 Lbs 0.12 563 C Quality Control Factor 1.25 Online Plus -- Version 19.0.034 RUN DATE: 28-JUL-06 TC BC WB CSI -Size- ----Lumber---- 0.50 2x 4 1B 0.63 2x 4 1B 0.28 2x 4 DFL -STUD Brace truss as follows: O.C. From 'To TC Cont. 0- 0- 0 25- 0 - BC Cont. 0- 0- 0 25- 0 - Loading TC BC Total Spacing Lumber Duration Factor Plate Duration Factor Live 30.0 0.0 30.0 Dead 7.0 10.0 17.0 (psf) 47.0 24.0" 1.15 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1409 367 5- 8 1- 8 Hz = 56 C 1409 367 5- 8 1- 8 Hz = -55 F -E E -B B -D D -G TL Defl -0.45" in S1 -D L/636 LL Defl -0.28" in S1 -D L/999 Shear // Grain in A -F 0.30 Plates for each ply each face. O **SEE REVERSE SIDE OF THIS •• O **PALE FOR IMPORTANT NOTES •• Membr CSI P Lbs Axl-CSI-Bnd Top Chords A -F 0.50 3431 C 0.12 0.38 F -B 0.40 2997 C 0.06 0.34 B -G 0.40 2997 C 0.06 0.34 G -C 0.50 3431 C 0.12 0.38 BottomChords A -E 0.63 3333 T 0.41 0.22 E -81 0.43 2222 T 0.27 0.16 51-0 0.43 2222 T 0.27 0.16 Plate - Plate - Jt Type A F B G C E LOCK LOCK LOCK LOCK LOCK LOCK S1 LOCK D LOCK LOCK 20 Ga, Gross Area RHS 20 Ga, Gross Area P1t Size X Y JSI 3.Ox 6.0 Ctr Ctr 0.99 4.Ox 4.0-0.3 1.0 0.63 4.Ox 4.0 Ctr Ctr 0.78 4.Ox 4.0 0.3 1.0 0.63 3.Ox 6.0 Ctr Ctr 0.99 3.Ox 4.0 Ctr Ctr 0.62 3.Ox 5.0 Ctr Ctr 0.84 3.Ox 4.0 Ctr Ctr 0.62 REFER TO ROBBINS ENG GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: Valley Best Way Analysis Conforms To: ANSI/TPI 95 6 02 OH Loading Soffit psf 2.0 Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 90 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Robbins Engmeenng. Inc /Online P45'" 019962006 Version 19 0 034 Engmeenlg. formal 8/21/2006 3 1958 PM Page 1 AUG 21 2006 15:47 509 928 0659 PAGE.01 1 2 3 L 5 6 NAME Bt ADDRESS PHONE NOc—- ESTIMATOR f t :57 `_ (DATE 7 /c:.. -.),:7_—,1%-z) Scale '/4" = 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 D 1. A v. rA: I !lea er r �.JG f V . Do, t (\fah 1111) Tcr A I Notes F r To 1 t,; i -0 fir- 1-4W .� .o Se Materials DC8511 imnusd MADE IN USA Labor Tax Total 1 —1-- Notes F r To 1 t,; i -0 fir- 1-4W .� .o Se Materials DC8511 imnusd MADE IN USA Labor Tax Total 1 PROTECTION AND OPENINGS BETWEEN DWELLING AND PRIVATE GARAGE SHALL HAVE: 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: ❑ 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR tic 1/2' GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 501.10 WOOD DOOR. SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3.i8". OR 20 MINUTE FIRE RATED ODORS. WHEN INTERIOR ALTERATIONS. REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS. THE DWELLING UNIT SHALL 8E PROVIDED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. SMOKE ALARMS SHALL BE INTERCON- NECTED AND HARD WIRED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. (BEDROOMS, AREAS APPROACHING BEDROOMS, VAULTED CEILING WITH RISE OF 24" & ON EACH FLOOR) Attic Ventilation 1 Sq Ft per every 300 Sq Ft of space ventilated with at least 50% in the upper portion of roof area. Attic Accessible by 22' x 30" ligismiritakediallii 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 LANDING required on both sides ofexit doors with min. size of 3 ft. measured in direction of travel by 3 ft. or width of door if greater, and not lower than 1 '/z in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door, and not lower than 7'/4 in. below threshold provided the door does not swing over the landing. l 20 r yCtsTi,Q 4ou.s e F Valley Best Way R 118 S Union 0 Spokane WA, 99214 M (509)928-0550 Fax: (509)928-0659 jerrybrown@valleybest-way,com *** QUOTATION *** **3*************************** CARR CONSTRUCTION T 1708 S MAMMER 0 SPOKANE, 4/10/2006 2:34:44 PAGE: 1 OF 1 QUOTATION NO: Q43806 TERMS:QUOTE GOOD FOR 30 DAYS REPRESENTATIVE: JERRY SPECIFICATIONS UGJ1V@ LOADING 30-I-0-10 STRESS INC:15% LUMBER: 2X4 PLATES: SPACING 2 FT OC JOB SITE & OTHER INFORMATION NO VALLEY SETS MARK QUAN TRUSS TYPE PITCH/ SPAN TITY HEIGHT FT -IN -16 R1 3 TRIANGLE 3.00 25-06-00 IOl`UW3 OVERHANGS SIZE UNIT EXTENSIONS IN -16 IN -16 TC BC PRICES 36-00/36-00 .4/ 4 64.24 192.72 NOTES SUBTOTAL: EXTRA CHARGE: SITE MUST BE ACCESSIBLE TO OUR TRUCKS DEL SETUP I HAVE CHECKED AND VERIFIED ALL DIMENSIONS ETC. .ON MY TRUSS ORDER TD LS3J2 OWIQJIU& 2(HT .Xvj 11:\gflzul'1 t.4rlrr•^13coi.ti n =Jfl OT PLEASE SIGN AND FAX BACK 192.72 200.00 25.00 SALES TAX: 0.00 GRAND TOTAL: $ 417.72 HANGERS NOT INCLUDED IN BID. NEED JOB LOCATION PURCHASE ORDER: JOBSITE. DOES NOT INCLUDE BLOCKING ORDERED BY: BRACING OR STICK FRAMING. JOBSITE MUST BE ACCESIBLE TO OUR TRUCK. ALL DETAILS MUST VERIFIED BY CONTRACTOR AND COULD AFFECT PRICE. Robbins Engineenng. Inc /Online Plus^' ®1996-2008 Vernon 19.0 011 Customer Quote 4/102006 2 34 44 PM Page 1 DATE OF ORDER: DESIRED DELIVERY DATE: CUSTOMER INSTRUCTIONS: RFU: 03/06/2006/REF1 PDF created with pdfFactory trial version www.pdffactorv.com 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 S • FOR CO E SPOKANEDVALLLEY ByIILDIIINOGpMSONE TM