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2007, 05-22 Permit App 06003617 DeckProject Number: 06003617 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 5/22/2007 Page 1 of 2 Project Information: Permit Use: 20X187'10.5 INCH ENCLOSED DECK, 8X20 OPEN Contact: GARBOR, ANATOLY DECK Setbacks: Front Site Information: Plat Key: 000000 Name: Range Address: 11719 E BROADWAY C - S - Z: SPOKANE VALLEY, WA 99206 Left: Right: Rear: Phone: (509) 928-6303 Group Name: Project Name: Parcel Number: 45161.1132 Block: 1 Lot: 4 SiteAddress: 11719 E BROADWAY AVE Location:: CSV Zoning: UR-3.5 Water District: Area: 17,406 Sq Ft Nbr of Bldgs: 1 Review Information: Urban Residential 3.5 Owner: Name: GARBUZ, ANATOLY & NATALYA Address: 11719 E BROADWAY AVE SPOKANE VALLEY, WA 99206 Hold: ❑ Width: 83 Depth: 207 Right Of Way (ft): 50 Nbr of Dwellings: 1 Review Flood Plain Released By: NOT IN A FLOOD ZONE Originally Released: 5/17/2007 By: j_davis Building Plan Review Released By: _ Originally Released: 5/22/2007 By: TMELBOU Driveway/Approach Released By: Originally Released: 5/17/2007 By: j_davis Landuse/Zoning/HE Conditions Released By: Originally Released: 4/30/2007 By: tschmidt Operator: AMB Printed By: JD Print Date: 5/22/2007 Project Number: 06003617 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Sewer Review Date: 5/22/2007 Released By: Page 2 of 2 RELEASED BY ANITA BLAKE 09/06 PER UTILITIES Originally Released: 5/22/2007 By: JDAVIS Contractor: INTEGRITY CONSTRUCTION Address: 11719 E BROADWAY SPOKANE VALLEY, WA 99206 Description DECK OPEN RES ADD Grp R-3 R-3 IS Notes VB VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Payment Summary: Permit Type Building Permit Building Permit Firm: INTEGRITY CONSTRUCTION Phone: (509) 863-3851 This Application: Sq Ft Valuation 160 $2,400.00 378 $32,647.86 Totals: 538 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT $35,047.86 Permit Total Fees: Total Project: Sq Ft 160 378 Valuation $2,400.00 $32,647.86 538 $35,047.86 Fee Amount $502.35 $4.50 $200.94 Fee Amount Invoice Amount Amount Paid $707.79 $707.79 $0.00 $707.79 $707.79 $707.79 Amount Owing $707.79 $0.00 $707.79 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: JD Print Date: 5/22/2007 Project Number: 06003617 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 20X187'10.5,,INGl ENcLQSET DECK, 8X20 OPEN DECK = nrctime, 4 Setbacks: Front Left: Right: Rear: Site Information: Plat Key: 000000 Name: Range Date: 4/23/2007 Page 1 of 2 Contact: GARBOR, ANATOLY Address: 11719 E BROADWAY C - S - Z: SPOKANE VALLEY, WA 99206 Phone: (509) 928-6303 Group Name: Project Name: District: Nort Parcel Number: 45161.1132 Block: 1 SiteAddress: 11719 E BROADWAY AVE Location:: CSV Zoning: UR-3.5 Water District: Urban Residential 3.5 Area: 17,406 Sq Ft Width: 83 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Lot: 4 Owner: Name: Address: GARBUZ, ANATOLY & NATALYA 11719 E BROADWAY AVE SPOKANE VALLEY, WA 99206 Hold: ❑ Depth: 207 Right Of Way (ft): 50 Review Flood Plain Released By: Building Plan Review Released By: Driveway/Approach Released By: Landuse/Zoning/HE Conditions Released By: Sewer Review Originally Released: Operator: AMB Printed By: JD 9/12/2006 By: cjjanssen [Released By: Print Date: 4/23/2007 Project Number: 06003617 Permits: Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Inv: 1 Contractor: INTEGRITY CONSTRUCTION Address: 11719 E BROADWAY SPOKANE VALLEY, WA 99206 Description Grp s D CI -ra�A R-3 � oPefo ou` Building Permit Date: 4/23/2007 Page 2 of 2 Firm: INTEGRITY CONSTRUCTION Phone: (509) 863-3851 This Application: Type Notes Sq Ft Valuation VB 01— 378 $5,670.00 lbo Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Notes: Payment Summary: Permit Type Building Permit Totals: 3a'd' $5,670.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Total Project: Sq Ft Valuation 378 $5,670.00 378 $5,670.00 Fee Amount $125.25 $4.50 $50.10 $179.85 Fee Amount Invoice Amount Amount Paid Amount Owing $179.85 $179.85 $179.85 $179.85 $0.00 $179.85 $0.00 $179.85 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: JD Print Date: 4/23/2007 Project Number: 06003617 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 20X187'10.5 INCH ENCLOSED DECK, 8X20 OPEN DECK Setbacks: Front Left: Right: Rear: Site Information: Plat Key: 000000 Name: Range Date: 9/11/2006 Page 1 of 2 Contact: GARBOR, ANATOLY Address: 11719 E BROADWAY C - S - Z: SPOKANE VALLEY, WA 99206 Phone: (509) 928-6303 Group Name: Project Name: Parcel Number: 45161.1132 Block: 1 SiteAddress: 11719 E BROADWAY AVE Location:: SPO Zoning: UR-3.5 Urban Residential 3.5 Water District: Area: ►,406.00 Acres Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Lot: 4 District: F Owner: Name: GARBOR, ANATOLY Address: 11719 E BROADWAY SPOKANE VALLEY, WA 99206 Hold: ❑ Width: 83 Depth: 207 Right Of Way (ft): 50 Flood Plain Released By: 9] Building Plan Review Released By: 5 Driveway/Approach Released By: Landuse/Zoning/HE Conditions Sewer Revie7 lI ace") Released By746 • Operator: AMB Printed By: AMB Print Date: 9/11/2006 Project Number: 06003617 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 4/23/2007 Page 1 of 2 Project Information: Permit Use: 20X187'10.5 INCH ENCLOSED DECK, 8X20 OPEN Contact: GARBOR, ANATOLY DECK Address: 11719 E BROADWAY C - S - Z: SPOKANE VALLEY, WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 928-6303 Group Name: Project Name: Site Information: Plat Key: 000000 Name: Parcel Number: 45161.1132 Block: 1 SiteAddress: 11719 E BROADWAY AVE Location:: CSV Zoning: UR-3.5 Water District: Urban Residential 3.5 Lot: 4 Owner: Name: GARBUZ, ANATOLY & NATALYA Address: 11719 E BROADWAY AVE SPOKANE VALLEY, WA 99206 Hold: ❑ Area: 17,406 Sq Ft Width: 83 Depth: 207 Right Of Way (ft): 50 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Flood Plain Released By: Building Plan Review I Released By: J Driveway/Approach Released By: Landuse/Zoning/HE Conditions Released By: Originally Released: 9/12/2006 By: cjjanssen Sewer Review Operator: AMB Printed By: JD Released By: Print Date: 4/23/2007 Project Number: 06003617 Permits: Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Inv: 1 Contracto Address: INTEGRITY CONSTRUCTION 11719 E BROADWAY SPOKANE VALLEY, WA 99206 Description COV DECK Grp Type Notes R-3 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Notes: Payment Summary: _........,.. Permit Tyne Building Permit Building Permit Date: 4/23/2007 Page 2 of 2 Firm: INTEGRITY CONSTRUCTION Phone: (509) 863-3851 This Application: Su Ft Valuation 378 $5,670.00 Totals: 378 $5,670.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount Invoice Amount $179.85 $179.85 Total Project: Su Ft Valuation 378 $5,670.00 378 $5,670.00 Fee Amount $125.25 $4.50 $50.10 Amount Paid $0.00 $179.85 $179.85 $0.00 $179.85 Amount Owing $179.85 $179.85 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: JD Print Date: 4/23/2007 Project Number: 06003617 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 20X187'10.5 INCH ENCLOSED DECK, 8X20 OPEN DECK Setbacks: Front Left: Right: Rear: Site Information: _ Plat Key: 000000 Name: Range Date: 4/23/2007 Page 1 of 2 Contact: GARBOR, ANATOLY Address: 11719 E BROADWAY C - S - Z: SPOKANE VALLEY, WA 99206 Phone: (509) 928-6303 Group Name: Project Name: District: Nort Parcel Number: 45161.1132 Block: 1 SiteAddress: 11719 E BROADWAY AVE Location:: CSV Zoning: UR-3.5 Water District: Area: 17,406 Sq Ft Urban Residential 3.5 Lot: 4 Owner: Name: GARBUZ, ANATOLY & NATALYA Address: 11719 E BROADWAY AVE SPOKANE VALLEY, WA 99206 Hold: ❑ Width: 83 Depth: 207 Right Of Way (ft): 50 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Flood Plain Released By: Building Plan Review Released By: 1 S' Driveway/Approach Released By: Landuse/Zoning/IlE Conditions Sewer Review Released By: Operator: AMB Printed By: JD Print Date: 4/23/2007 Project Number: 06003617 Inv: 1 Permits: Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: INTEGRITY CONSTRUCTION Address: 11719 E BROADWAY SPOKANE VALLEY, WA 99206 Building Permit Date: 4/23/2007 Page 2 of 2 Firm: INTEGRITY CONSTRUCTION Phone: (509) 863-3851 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation eerv-DteK SrA R-3 VB 378 $5,670.00 378 $5,670.00 ��t''~ Q a�d'-3 06 Totals: ,37.8-" $5,670.00 378 $5,670.00 Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Notes: Payment Summary: --------- Permit Type Building Permit Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount $125.25 $4.50 $50.10 $179.85 Fee Amount Invoice Amount Amount Paid Amount Owing $179.85 $179.85 $0.00 $179.85 $179.85 $179.85 $0.00 $179.85 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: JD Print Date: 4/23/2007 Permit Center � Silikane11703 E Sprague Ave, Suite B-3 t\ �j, 1'c; Spokane Valley, WA 99206 jVal le (509)688-0036 FAX: (509)688-0037 Yx www.s,,okanevalley.oig Community Development pp' � Residential Construction \ C 1-1New Construction Permit Application ' n Addition/Remodel n Other: PERMIT NUMBER: PERMIT FEE: Accessory Bldg Deck SITE ADDRESS: /% %f £ 4 a/ze'a / ��t� �?k' //C2 ASSESSORS PARCEL NO: ` ' / �`' / /3 LEGAL DESCRIPTION: Building Owner: Name: /7.+vQ 7Cn ./' G C -(./ Address: /7 Zlq' C.)gC1 46962z ' City:`) C rP (la / y State:u 7 Zip: 99 c Phone: yz g __ 63 0_3 Fax: Contact Person Name: f 6/-2 5L Phone: 9C3 3857. Describe the scope of work in detail: Contractor: Name: /iv/e 6-R/.�J/� ChArS%.QCfc:_Ze7�/ AddressW7 /c.,�' eorDe- C." ce..J6'5. City: G-e C% (tea /%yState: / f zip: f/��2eC' Phone: , _ 6-338sI Fax: Contractor Lic No:/,v7 Ge tc Vi e: 02, /Ze708 City Business Lic. No: Cost of Project: $ 5 c o o Proposed Use: roam LJi(C- evty (12 b",):..; **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 31 & 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: C e FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DEC COV. PATIO SQ. FTG: f 020 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) Plans or additional information may be required to be submitted, and subsequently approved before this application can be •rocessed._, SIGNATURE: / - DATE: QLI — /, '— Y7 .. Method of Payment: ❑ Cash Bankcard #: Check ❑ Mastercard Expires: ❑ VISA VIN#: Authorized Signature: REVISED 2/15/07 Spokane Valley® 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhalt®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 ciz ch ti0ne a11ey Community Development Permit Center D 11 707 E Sprague Ave, Stii Spokane Valley, WA 992 (509)688-0036 FAX: (50 mow. spok anevalley. or �.c Residential Construction Permit Application D lJ u iJ l!V ❑ New Constructio ;,Addition/Remode o Other: SEP11 o Access Oct E IND." Id� SITE ADDRESS \ I 1 1--% U.O- , , a ASSESSORS PARCEL NO: ' / 62, ' 3 LEGAL DESCRIPTION: ("PP 4 6 K NS b U P L f3 l4 L9 8 i Building owner Name: /q ti V� A -B U L Address: 1 Ill °I 1 b -c $' 4 ki . City:'SV6-ill-iv L' r Zip: `v l Phone: S 2 —'1 21? -- ax: '-11— b `S 13 Contact Person.,. Name: 1peAr g=t to 4.2 Phone: 'SU`l — 8 (, 3 ^��3 I Describe the scope of work in detail: ire 0 100- : -0'n 1� ID (6� Contractor.. ; • -,;,,;. . -_ kl/11 L� _Name: Address: City: Zip: Phone: Fax: Lic No: Exp. Date: City Business Lic No: Inc.tOS4_,A ou Cost of Project: A x ` C,Pe�J'ck **************The following MUST be complete: (write N/A if not apnlicablel********************** HEIGHT TOE PEtAK: 1 I l Ct 3 (4 DIMENSIONS: D_ is l 01/ 2 X '-c # Of STORIES: TOTA A I ABLE SPACE: MAIN FLOOR TO SQ. FTG: 37 B 0 2"" FLOOR SQ. FTG: /V UNFIN BASEMENT SQ. FTG: k' ig- takia- it IMPERVI US SURFACE AREA: I / FINISHED BAS MENT SQ. FTG: /V GARAG SQ. FTG: ti (COV. PATI Q. FTG: /G a !� 30% SLOP SON PROPERTY: /`% # OF BEDROOMS: () CONSTRUCTION TYPE: t,v U 0 b p K-"lam, l� HEAT SOIURCE: k/4 SEWER OR SEPTIC? /(,'//ei DISCLAIMER 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) Plans or additional informatt may be required to be submitted, and subsequently approved before this application can bpprocessedi^ Signature Date Method of Payment: (Fa ke j permit applications will only be ed with major bankcard) ❑ Cash �j Check ❑ Mastercard ❑ VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/25/2DD5 (-3/e) 7/0-6' ❑ Other ►Sp'okane Valley 11707 E Sprague Ave Suite 106 A Spokane Valley WA 99206 509.921.1000 1 Fax: 509.921.1008 ♦ cityhall@spokanevattey.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 GENERAL NOTES: I. THIS SUNROOM WILL BE A SUMMER ROOM AND IT WILL NOT HAVE ELECTRICAL, PLUMBING OR HEATING 2. OWNER WILL SUPPLY THE WINDOWS AND DOORS 3. ALL DIMENSIONS OF DOORS AND WINDOWS ARE APPROXIMATE. OWNER WILL BUILD IN ACCORDANCE TO BUILDING CODE PLANNING DEPT. APPROVED 65'-41 II/IQ E BROADWAY AVE SPOKANE VALLEY'. WA, 44206 PARCEL * 45161.1152 11,406 SO FT (7.167 PROPOSED ADDITION 5"16SOFT 20 EXISTING 6ARA6E r464 50 FTi /41 EXISTING DRIVEWAY uiurupEXISTING HO %% / j//, II"f24 56j/7T 5.-o. E BROADWAY AVE 6V-6" SITE FLAN II Iry -m til SITE PLAN 83'-94" e SITE PAN DATE: 10-30-06 SCALE: t "=1'-0" PREPARED BY: ZACHARY GARBUZ 509-863-5602 GENN E�AL 1. THIS ADDITION ROOM AND ELECTRICAL, 2. OWNER WILL DOORS 3. ALL DIMENSIONS WINDOWS WILL BUILD BUILDING CODE WILL IT WILL PLUMBING SUPPLY OF ARE APPROXIMATE. IN ACCORDANCE \OTES: BE A SUMMER NOT HAVE OR HEATING THE WINDOWS AND DOORS AND OWNER TO M07 1 i M 11719 E BROADWAY AVE SPOKANE VALLEY WA, 99206 PARCEL # 45161,1132 17,406 SQ FT COld- r I DECK/SUNROOM ADDITION 11719 E BROADWAY AVE SPOKANE VLY, WA 99206 N !i,i;„ / fi % O j 1 EXISTING GARAGE 484 SQ FT Io .).41 1 L' PRO'OSED ADDITION 378 SQ EXISTING DRIVEWAY • EXISTING HOUSE 41729SQFT/ r 5 0 13-14 0 1 to Al 83'-6" • E 30ADWAY AVE S TE PLAN /'?- =' `'.'1___,••1 ' 83'-94' SITE P_AN o 1 0 ro I Li Q 0 SCALE: R --1'-0 PREPARED BY: ZACHARY GARBUZ 509-863-5602 GENERAL 1. THIS ADDITION ROOM ELECTRICAL, 2. OWNER DOORS 3. ALL DIMENSIONS WINDOWS WILL BUILD BUILDING COTES: WILL AND IT WILL PLUMBING WILL SUPPLY OF ARE APPROXIMATE. IN ACCORDANCE CODE BE A SUMMER NOT HAVE OR HEATING THE WINDOWS AND DOORS AND OWNER TO N")Id 1 133'-114" 11719 E BROADWAY AVE SPOKANE VALLEY WA, 99206 PARCEL # 45161.1132 17,406 SQ FT MIS CO 1 DECK/SUNROOM ADDITION 11719 E BROADWAY AVE SPOKANE VLY, WA 992.06 it N /if �. : ...'' N F,_6.. i' ,1� EXISTING GARAGE 484 SQ FT PLANNING� . APPROVED 'o ci? ADDITION 378 D SQ FT EXISTING DRIVEWAY / r DATE: t//3b/6' EXISTING HOUSE 1729 SQ FT A 4 / o 1 N Al 83'-6" E 30ADWAY AVE SITE PLA\g . Job Name: Truss ID: TO1 Qty: rgG X-LOC REACT 512E REQ'B 1 1- 5-12 1151 5.50" 1.50" 2 18- 6- 4 1151 5.50" 1.50" ERG REQUIREMENTS shown are based ONLY on the truss material at each bearing TC FORCE AXL BED C51 1-2 411 0.07 0.19 0.26 2-3 -1814 0.03 0.18 0.21 3-4 -1616 0.02 0.15 0.18 4-5 -1616 0.02 0.15 0.18 5-6 -1814 0.03 0.18 0.21 6-0 411 0.07 0.19 0.26 EC FORCE AXL BCD CSI 8-9 -325 0.00 0.10 0.10 9-10 1315 0.21 0.24 0.44 10-11 1679 0.12 0.30 0.42 11-12 1679 0.12 0.30 0.42 12-13 1315 0.21 0.24 0.44 13-14 -325 0.00 0.10 0.10 WEB FORCE CSI WEB FORCE 2-9 -1982 0.45 5-11 -308 2-10 333 0.11 5-12 -172 3-10 -172 0.05 6-12 333 3-11 -308 0.08 6-13 -1982 4-11 1095 0.36 CSI 0.08 0.05 0.11 0.45 TC 2x4 DFL #2 BC 2x4 DFL 2400E-2.0E 2x4 DFL #2 9-11, 11-13 WEB 2x4 DEL STUD THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Loaded for 10 PSF non -concurrent BCLL. Loaded for 200 Ib non -concurrent moving BCLL. ASCE7-02 SNOW LOAD DESIGN CRITERIA: Pg = 47 psf, Ce=1.1, I=1.0, Ct =1.10 5-4-3 10-0-0 Designed per ANSI/TPI 1.2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. Refer to Joint DC Detail Sheet for Maximum Rotational Tolerance used IRC/IBC truss plate values are based on testing and approval as required by IBC 1703 and ANSI/TPI and are reported in available documents as ER-1607 and ESR-1118. 10-0-0 1 1-8-8 8 9 2 8 1.8 10 4 zo-d-o 11 5 6 8-3-8 12 All connector plates are Truswal 20 ga unless preceded by "W" for Wave 20 ga., "HS" for HS 20 ga., "S" for SS 18 ga. from Alpine; or preceded by "MX" for TWMX 20 ga. or "H" for 16 ga. from Truswal, positioned per Joint Detail Reports available from Truswal software, unless noted. 7 1818 13 4 7 Drwg: UPLIFT REACTION(S) : Support C8C Wind Non -Wind 1 -171 Ib 2 -171 Ib This truss is designed using the ASCE7-02 Wind Specification Bldg Enclosed = Yes, Importance Factor = 0.87 Truss Location = Not End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 24.00 ft, Bldg Width = 24.00 ft Mean roof height = 14.67 ft, mph = 85 TPI Low Hazard, Dead Load = 3.6 psf Designed as Main Wind Force Resisting System - Low-rise and Components and Cladding Tributary Area = 40 sgft 5-4-3 SHIP MAX DEFLECTION (span) : L/999 MEM 11.12 (LIVE) LC 60 L= -0.08" D= -0.04" T= -0.12" MAX DEFLECTION (cant) : L/999 MEM 8.9 (LIVE) LC 60 L= 0.01" De 0.00" T= 0.01" Joint Locations 1 0.0.0 8 0-0-0 2 3-8-5 9 1-8-8 3 6-10-3 10 5.10-4 4 10-0-0 11 10. 0.0 5 13-1-13 12 14-1.12 6 16-3-11 13 18-3.8 7 20-0-0 14 20.0-0 4/18/2007 Scale: 7/32" = 1' TIMBERLINE TRUSS Po Box 148 Newman Lake Wa. 99025 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer andior building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly anached, unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture content of the woad to exceed 19% andfor cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, 'ANSIRPI I', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION' - (SCSI 1-03) and 'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) Is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Eng. Job: .EJ. Chk: SH Dsgnr: SH WO: 51968 TC Live 40.00 psf TC Dead 7.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 57.00 psf DurFacs L=1.15 P=1.15 Rep Mbr end 1.15 O.C.Spacing 2-0-0 Design Spec IBC-2003 Seqn T6.5.52 - 0 Job Name: Truss ID: TO2 Qty: 1 Drwg: TC 2x4 DFL #2 BC 2x4 DFL #2 GBLBLK 2x4 DFL STUD Refer to Joint OC Detail Sheet for Maximum Rotational Tolerance used IRCIIBC truss plate values are based on testing and approval as required by IBC 1703 and ANSI/TPI and are reported In available documents as ER-1607 and ESR-1118. Gable verticals are 2x 4 web material spaced at 24.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 40 psf live load and 7 psf dead load. Additional design considerations may be required If sheathing Is attached. (+) Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 42"intervals. Bracing is a result of wind load applied to member(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs in the truss plane and creating shear wall action to resist diaphragm loads. 5-4-3 Designed per ANSIRPI 1.2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN 15 THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Loaded for 10 PSF non -concurrent BCLL. Loaded for 200 lb non -concurrent moving BCLL. ASCE7.02 SNOW LOAD DESIGN CRITERIA: Pg = 47 psf, Ce=1.1,1= 1.0, Ct = 1.10 3-4R 20-0-0 10 11 12 13 14 15 16 17 18 TYPICAL PLATE : 2-4 All connector plates are Truswal 20 ga unless preceded by "W" for Wave 20 ga., "HS" for HS 20 ga., "S" for SS 18 ga. from Alpine; or preceded by "MX" for TWMX 20 ga. or "H" for 16 ga. from Truswal, positioned per Joint Detail Reports available from Truswal software, unless noted. This truss is designed using the ASCE7.02 Wind Specification Bldg Enclosed = Yes, Importance Factor = 0.87 Truss Location = Not End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length= 24.00 ft, Bldg Width= 24.00 ft Mean roof height= 14.67 ft, mph = 85 TPI Low Hazard, Dead Load = 3.6 psf Designed as Main Wind Force Resisting System - Low-rise and Components and Cladding Tributary Area = 40 sgft 5-4-3 SHIP 10-4-3 - OVER CONTINUOUS SUPPORT Joint Locations 1 0-0-0 10 0-0-0 2 4-0-0 11 4-0-0 3 6-0.0 12 6.0-0 4 8-0.0 13 8.0-0 5 10.0.0 14 10-0-0 6 12.0.0 15 12-0.0 7 14- 0. 0 16 14- 0. 0 8 16- 0-0 17 16-0-0 9 20-0.0 18 20.0-0 4/18/2007 Scale: 7/32" = 1' .il TIMBERLINE TRUSS Po Box 148 Newman Lake Wa. 99025 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance will, the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer andlor building designer prior to fabrication. The bullring designer must ascertain That the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture content of the wood to exceed IVY. and/or cause connector plate corrosion. Fabricate. handle, install and brace this truss In accordance with the following standards: 'Join( and Cutting Detail Reports' available as output from Truswal software, 'ANSI?PI 1', WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION' • (ECM 1.03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) Is located at 583 D'Onolrlo Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 lath Street. NW, Ste 800, Washington, DC 20036. Eng. Job: .EJ. Chk: SH Dsgnr: SH WO: S1968 TC Live 40.00 psf TC Dead 7.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 57.00 psf DurFacs L=1.15 P=1.15 Rep Mbr Bnd 1.15 0.C.Spacing 2-0-0 D,esign Spec IBC-2003 Seqn 76.5.52 - 0 83'-94" GEl\ RAL COTES: 1. THIS ADDITION WILL BE A SUMMER ROOM AND IT WILL NOT HAVE ELECTRICAL, PLUMBING OR HEATING 2. OWNER WILL SUPPLY THE WINDOWS AND DOORS 3. ALL DIMENSIONS OF DOORS AND WINDOWS ARE APPROXIMATE. OWNER WILL BUILD IN ACCORDANCE TO BUILDING CODE PROPOSED 11719 E BROADWAY AVE SPOKANE VALLEY WA, 99206 PARCEL # 45161.1132 17,406 SQ FT ADDITION 378 SQ F EXISTING GARAGE 484 SQ FT EXISTING DRIVEWAY EXISTING HOUS 1729 SQ FT 5'-O' 0 1 N 13' „ 142 E 3 OA3WAY AVE 83'-6" SITE PLA\ 0 0 r� I 0 0 I I w U (n 0 w Cr) A \CLOSED U\ HEATED ADDITIO 0 0 26'-102" Min. 4 ft Brace Wall Panel per R602.1O.3 & R602.1O.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per R6O2.1O.6 Min. 16, 18 or 20 in. APA Portal Frame Bracing Engineered Shear Wall Bracing / 18'-102" 8'-O" 4,. 9,_54„ 5'-4" (3) 2x1O NAIL -LAMINATED BEAM ABOVE //- �- USE REMOVED WINDOW FROM THE HOUSE 36" DOOR REMOVE WINDOW AND REUSE ON EST WALL o 02 I U G 0 0 {E- 1 ` [' • fl r / //f //% /'/r , /r{1�,,• FL00 EXISTING HOUSE PLA\ DOUBLE 2x8 RAFTERS BETWEEN SKYLIGHTS S �F � : I A SKYLIGHTS TYP. OF 4 �11 DECK - '/' �f / -,7}- 1J` f/ r_ RIDGE LINE EXISTING HOUSE GOOF 'LA\ cO 0 0 0 N L 3 0 A2 Radon Mitigation System Required If Vents Subject to Closure 6 mil Vapor Barrier Required DECKS: Ledger board requires ''A" lag bolt L 16" o.c. with flashing behind. Guardrail 36 in. high required if floor more than 30 in. above grade. Picket spacing no more than 4 in. apart. Posts require approved base and beam connectors. Min. 24 in. frost protection to finish grade with min. 12 in. footing base. E\ CLOSED \ HEATE A»ITIO\ PROVIDE 36" WIDE ACCESS OPENING WITH (3)2x8 NAIL LAMINATED BEAM ABOVE 6" CMU BLOCK WALL 6"x18" FOOTING 8" I -JOIST 16" 0.C. TYP. W/ 3/4" OSB SUBFLOOR 22- 0 CONCRETE PEIR 24" D EP BELOW GROUND LEVEL 5, 2x10 NAIL -LAMINATED BEAM 8x16 VENTS. PROVIDE 1 SQ. FT. PER 150 SQ. FT. OF FLOOR AREA PROVIDE ANCHOR BOLTS SPACED © 48" 0.C. Anchor Bolts- Minimum'/2" x 10" with 7" concrete embedment at 6' o.c. and 12" from ends of sill plates. 26'-102" 9'-54„ 4 8'-0„ ENCLOSED DECK J 1 2x8 JOISTS 16" 0.C. W/ 2x6 DECKING 12x24 FOOTING TYP. fl DECK 00 }I r/ r i. Minimum depth for frost protection in the City of CONCRETE.TO COMPLY TO IRC TAR!. Spokane Valley is 24 inches measured from the bottom FOUNDATION WALLS - of the footing to finish grade. Grade slope away from 3000 # PSI building a minimum 6 inches in first 10 feet. SLABS, GARAGES, CARPORTS & PORCHES - 3500 # PSI ILL FOOTINGS MUST BE CONTINIJOUS F LON RAIv I\G PLA\ PROVIDE REBAR IN CMU WALL SPACED Q 48" HORIZONTALLY AND VERTICALLY .1 1)( EXISTING TING HOUSE DOUBLE 2x8 PROVIDE SOLID E ' BEARING WALLS AND SHEAR WALLS. PROVIDE DOUBLE JOINTS (MIN) UNDER ALL WALLS PARALLEL;T?OSPAN U.NO. PROVIDEDO.UBLE STUDS (MIN) TO FOUNDATION UNDER All HIP AND GIRDER TRUSSES U.N.O. PRO EAR CONNECTION FROM INTERIOR SHEA S TOTRUSSES OR JOISTS ABOVE. II LU U N O] CD N � 5071 w CCE 44 E\CLOSED U\ EATER ADDITIO\ CEILING: 1/z" GWB if perpendicular to rafters or trusses 24" o.c. and no water based texture used — otherwise 5/8" GWB. EXISTING HOUSE TRIPLE 2x10 BEAM PREMANUFACTURED ROOF TRUSSES WITH 1/8" G A P 1/2" ROOF SHEATHING AND 30# ROOFING BETWEEN SHEATHING FELT TO 24" INSIDE EXTERIOR WALL WITH COMPOSITION ROOFING TO MATCH EXISTING HOUSE 2x8 RAFTERS © 16" O.C. SKYLIGHT (3)2x8 HEADER 0 47 6x6 POST 1 ♦ 1.0 fasosti 1'-6" LDI\G SECTIO\ L, GRADE 2x6 PRESSURE TREATED SILL PLATE 6" CMU BLOCK WALL WITH WOOD 'N) rERAMED WALL 8" ABOVE GRADE .-(1 cc .rn C 0 0 rr) W I I •W U Cl) AJ 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 p /\ REVIEWED,��lley FOR CODE C MPLIANCE SPOKANE VALLEY ILDjG DIVISION