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2007, 02-28 Permit App: 07000525 AdditionProject Number: 07000525 Inv: 1 Application Date: 2/28/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: RES ADD W/ DECK Contact: ROCK SOLID BUILDERS Address: 1426 E GRASSLAND CT C - S - Z: SPOKANE, WA 99217 Setbacks: Front Left: Right: Rear: Phone: (509) 954-5049 Group Name: Site Information: Project Name: Plat Key: 000636 Name: DOBRAVEC ADD District: Nort Parcel Number: 45174.9049 Block: Lot: SiteAddress: 715 N DARTMOUTH RD Owner: Name: LESTER, LORIA Location:: CSV Zoning: UR 3.5 Water District: 999 UNKNOWN Area: .22 Acres Width: 0 Nbr of Bldgs: 0. Nbr of Dwellings:. 1 Review Information: , Address: 715 N DARTMOUTH RD SPOKANE VALLEY, WA 99206 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Building Plan Review Released By:-_ ' Originally Released: 2/26/2007 By: TMELBOU Landuse/Zonin /HE Conditions g ReleasedBy pf Originally Released: 2/28/2007 By: KKENDAL Permits:. Operator: JD Printed By: JD Print Date: 2/28/2007 Project Number: 07000525 Inv: 1 AppllCation Date: 2/28/2007 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: ROCK SOLID BUILDERS Address: 1426 E GRASSLAND CT SPOKANE, WA 99217 Description Grp DECK OPEN R-3 RES ADD R-3 Type Notes VB VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Building Permit Firm: ROCK SOLID BUILDERS Phone: (509)954-5049 Total Project: Scl Ft Valuation 180 $2,700.00 450 $41,112.00 630 $43,812.00 Fee Amount $583.15 $4.50 $233.26 $820.91 Page 2 of 2 Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $820.91 $820.91 $0.00 $820.91 $820.91 $820.91 $0.00 $820.91 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: 2/28/2007 This Application: Sq Ft . Valuation 180 $2,700.00 450 $41,112.00 Totals: 630 $43,812.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Total Project: Scl Ft Valuation 180 $2,700.00 450 $41,112.00 630 $43,812.00 Fee Amount $583.15 $4.50 $233.26 $820.91 Page 2 of 2 Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $820.91 $820.91 $0.00 $820.91 $820.91 $820.91 $0.00 $820.91 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: 2/28/2007 Project Number: 07000525 Inv: 1 Applicat* Date: 2/23/2007 Page 1 of 2 THIS, IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: RES ADD W/ DECK Contact: ROCK SOLID BUILDERS Address: 1426 E GRASSLAND CT C - S - Z: SPOKANE, WA 99217 Setbacks: Front Left: Right: Rear: Phone: (509) 954-5049 Group Name: Site Information - Project Name: Plat Key: 000636 Name: DOBRAVEC ADD District: Nort Parcel Number: 45174.9049 Block: Lot: SiteAddress: 715 N DARTMOUTH RD Owner: Name: LESTER, LORIA Address: 715 N DARTMOUTH RD Location:: CSV SPOKANE VALLEY, WA 99206 Zoning: UR 3.5 Water District: 999 UNKNOWN Hold: ❑ Area: .22 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: ---: , Review Building Plan Review Lan( Permits: Operator: JD Printed By: JD Print Date: 2/23/2007 Project Number: 07000525 Inv: 1 Application Date: 2/23/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: ROCK SOLID BUILDERS Firm: ROCK SOLID BUILDERS Address: 1426 E GRASSLAND CT Phone: (509) 954-5049 SPOKANE, WA 99217 Description Grp Type Notes DECK OPEN R-3 VB RES ADD R-3 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Notes: Total Project: Sp Ft Valuation 180 $2,700.00 450 $41,112.00 630 $43,812.00 Fee Amount $583.15 $4.50 $233.26 $820.91 Payment Summary: r _, Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $820.91 $820.91 $0.00 $820.91 $820.91 $820.91 $0.00 $820.91 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and rinds 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: 2/23/2007 This Application: Sq Ft Valuation 180 $2,700.00 450 $41,112.00 Totals: 630 $43,812.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Notes: Total Project: Sp Ft Valuation 180 $2,700.00 450 $41,112.00 630 $43,812.00 Fee Amount $583.15 $4.50 $233.26 $820.91 Payment Summary: r _, Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $820.91 $820.91 $0.00 $820.91 $820.91 $820.91 $0.00 $820.91 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and rinds 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: 2/23/2007 Permit Center Sarry OF11707 E Sprague Ave, Suite .106 pokane Spokane Valley, WA 99206 Valleys (509)688-0036 FAX: (509)688-0037 i�uri�:llw/fl www. spokanevall ey. org Community Developm nt� 10 PERMIT NUMBER: PERMIT FEE: Residential Con-str c FoA2 2007 ❑ New Construction ❑ Accessory Bldg Permit Applic )On ®Addition/Remodel El Deck U U11 L 9� [N] a ❑ Other: .. ► ASSESSORS PARCEL NO: LISI 7 . 9�y LEGAL DESCRIPTION: Building Owner: Name: Lori Address: ' City: Q State: blia 'ZiP17 PIQ Phone: Fax: Contact Person Name: Phone: scribe the Proposed Use: f work. in detail; Contractor: # OF STORIES: Name: Address: I MAIN FLOOR TO z)(0, )(R LOOR SQ. FTG: FTG:] `T� City: State: Zip:, Phone:Q Fax: O99 C ntrafor is N Exp Date: 0,q 0g City Business Lic. No: -Z i -a Cost of Project: $, q-6.00'© , **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO z)(0, )(R LOOR SQ. FTG: FTG:] `T� UNFIN BASEMENT SQ. FTG: 1,30-0 IMPERVIOUS SURFACE AREA: AIM /� FINISHED BAS GARAAG�ETSQ. FTG: SQ. FTG: D OV PATIO SQ. FTG: o 30% SLOPES ON PROPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: URCE: SEWER OR SEPTIC? The permitee verifies, acknowledges and agrees by their signature t: 1) If this permit is for construction of or on a dwelling, the dwelling istwill 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:DATE: �— Method of Payment: ❑ Cash ❑ Check Bankcard #: Authorized Signature: REVISED 2/15/07 ❑ Mastercard ❑ VISA Expires: VIN#: 715 NORTH DARTMOUTH PARCEL # 45174.9049 LOT SIZE 10,640 SQF. -1 3/4" 37'-6" 53'-2 114" - - PLANNING P4PT.APPRMTER MAII BY' DRIVEWAY DATE: GAS METI � 15'-4" PROPOSED ADDITION 3 „ - -7 27_ PROPOSED DECK E o coW 0 94'-10" DATE DRAWN ROCK SOLID BUILDERS Page # Owner's Name Loria Lester 2/22/2007 1426 East Grassland Court 1 715 North Dartmouth Spokane, WA ;9217 Spokane Valley, WA 99212 509-954-5049 WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS',' FOR GROUP R OCCUPANCY CLIMATE ZONE 2 * Reference Case 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5 insulation. COOPERATIVE EXTENSION WSEC Builder's Field Guide 5th Edition WASHINGTON SiATEUNIVERSM 1-7 QENERGY PROGRAM Glazing Glazing U -Factor Door9 o Wall'Z Wall? Wall? Slab' Option p Area'0: Ceilin z g Vaulted Ceiling' Above int Below ext Below Floors on Vertical Overhead" o /o of floor Factor Grade Grade Grade Grade I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 int' II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 IV. 25% 0.35 0.58 0.20 R-38 / R-30 / R-21 R-15 R-12 R-30 / R-10 / Group R-1 U=0.031 U=0.034 int' / U=0.029 F=0.54 Occupancy U=0.054 Only V. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 Group R-3 int' Occupancy Only VI. Unlimited 0.32 0.58 0.20 R-38 / R-30 / R-21 R-15 R-12 R-30 / R-10/ Group R-1 U=0.031 U=0.034 int' / U=0.029 F=0.54 Occupancy U=0.054 Only * Reference Case 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5 insulation. COOPERATIVE EXTENSION WSEC Builder's Field Guide 5th Edition WASHINGTON SiATEUNIVERSM 1-7 QENERGY PROGRAM Min. 4 ft Brace Wall Panel per R6 2.10.3 & R602.10.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 Min. 16,18 or 20 in. APA Portal F ame Bracing Engineered Shear Wall Bracing O in NTERIOR ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN DUSTING DWELLINGS, THE DWELLING UNIT SHALL BE PROVIDED WITH SMOKE ALARMS LOCATED AS REOWRED FOR NEW DWELLINGS. 20'-5 1/2" - 9'-6 1/2" — '-11 2'-21/8" 1'-17/8" 4'-6" — 7'-10" -- 3'-0" 5'-0" 3'-4 518" 4668 3063 5068 C� — I 3 I I I Crawl Space Access; L I f OD 1 TY GLAS " m 5068 3040 5'-0" 6'-0" 3'-0'. - — 2'-10 9/16" 3'-615/16" 30'-0" 9'-6 1/2" NECTED AND HARD % MANNER THAT THE Ai ALARM WILL ACTIVA (BEDROOMS, AREA: BEDROOMS, VAU WITH RISE OF 24' & ON I '"SU A ON OF E L ALA S. ROAC G CEIL G EXHAUST Sm N 100...' kite0 p N M 50 Cf" bat }ugo --1 Cn & ]aul�d y vewl e� U) o �l C 1CTeA10 A— °i v -- I W (O o 1 .-�> 0 N od d, J O R Z Y �U)LO fl �o oC) N � N Q EMERGENCY EGRESS REOWREMENTS FROM SLEEPING ROOMS t) NET CLEAR OPENING. 5.7 SQUARE FIE GRADE FLOOR OPENING (MAX 44') 5.0 SQUARE FE 2) NET CLEAR OPENING HEIGHT 24 INCHES 3) NET CLEAR OPENING WIDTH 2O INCHES 4) MAX FINISHED SILL HEIGHT 44' ABOVE FLO 5) EMERGENCY ESCAPE & RESCUE OPENING SHALLBE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOU N IHF 1!SE 01 KEYS ORTOCLS to 0- N N M Cn sQ o� acceSS1 I 't m o 1 .-�> J O R Z Y O J N EMERGENCY EGRESS REOWREMENTS FROM SLEEPING ROOMS t) NET CLEAR OPENING. 5.7 SQUARE FIE GRADE FLOOR OPENING (MAX 44') 5.0 SQUARE FE 2) NET CLEAR OPENING HEIGHT 24 INCHES 3) NET CLEAR OPENING WIDTH 2O INCHES 4) MAX FINISHED SILL HEIGHT 44' ABOVE FLO 5) EMERGENCY ESCAPE & RESCUE OPENING SHALLBE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOU N IHF 1!SE 01 KEYS ORTOCLS to 0- =I Under Floor t Sq Ft per every 150 Sq Fttaf tnder floor space area. 1 ventilating Gpening shall be within 3 feet of each corner Shall be covered with Openings approved material. JOIST HANGERS FLASHING TUCKED 1 IN. UNDER SIDING AND WRAPPED OVER LEDGER TREATED LEDGER IMJ98WO SHEATHING WCMOR� ti4" GALV. HOLLOW SPACERS FILLED VW SILICONE CAULK. GALV. LAG BOLTS FLOOR SYSTEM CONCRETE FOUNDATION Typical Deck Detail Attachedl to Wood Wall muL keager boarc-rugw&-s 32 4 me ba4Y'C 16= &Q. -"3v„ 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 " footing base. Attic 1 Sq Ft per every 300tSgIFt of space ventilated with at least 50% in the upper Portion of roof area. Attic Accessible bw 22'x 30" R-21 INSUL. 2X6 STUDS 16" OIC 1R" GWB SIDING PER PLAN FLOOR SHEATHING TYVEK HOUSEWRAP i' GLUED & SCREWED 7/16" OSB EXTERIOR \ j I -JOISTS WALL SHEATHING R-301NSUL. 2X6 PLATE 3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEP . BAFFLES TYP. AT ALL TRUSS APPROVAL OF ENGINEERING CALCULATIONS. RIM JOIST oro G 4. ALL TRUSSES SHALL HAVE DESIGN DETAILS 3 DRAWINGS ON SITE FOR PROVIDE GABLE VENTS ALL FRAMING INSPECTION. 2X6'P.T. SILL \ 1/2"X10"AB'S 5. NON BEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS BOTTOM FINISHED GRADE CHORD WN SIMPSON STC TO INSURE THAT THE TRUSS BOTTOM CHORD WILL �I — III �I III N LV KEYWAY S. ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER T REBAR PER/ BE PROVIDED BY TRUSS MANUFACTURE. STRUCTURAL i 7. ALL ROOF FRAMING 24' O.C. ENGINEER B. ALL ROOF PITCH 4:12 'll —III—III=11� 12" =�11— — TYP. 1 -STORY STEM WAOL & FOOTING JOIST HANGERS FLASHING TUCKED 1 IN. UNDER SIDING AND WRAPPED OVER LEDGER TREATED LEDGER IMJ98WO SHEATHING WCMOR� ti4" GALV. HOLLOW SPACERS FILLED VW SILICONE CAULK. GALV. LAG BOLTS FLOOR SYSTEM CONCRETE FOUNDATION Typical Deck Detail Attachedl to Wood Wall muL keager boarc-rugw&-s 32 4 me ba4Y'C 16= &Q. -"3v„ 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 " footing base. Attic 1 Sq Ft per every 300tSgIFt of space ventilated with at least 50% in the upper Portion of roof area. Attic Accessible bw 22'x 30" 2'X6'TOP RAIL TRUSS NOTES: 2' X 4" UNDER RAIL 1. ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP, ATTIC VENTILATION: AREA 1300 2. ALL TRUSSES SHAT L BE INSTALLED 6 BRACED TO MANUFACTURERS 2' X B' DECK JOIST SPECIFICATIONS. PROVIDE 1" MIN. AIR GAP AT EAVES WITH INSULATION 3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEP . BAFFLES TYP. AT ALL TRUSS APPROVAL OF ENGINEERING CALCULATIONS. BAYS. oro G 4. ALL TRUSSES SHALL HAVE DESIGN DETAILS 3 DRAWINGS ON SITE FOR PROVIDE GABLE VENTS ALL FRAMING INSPECTION. GABLE ENDS, 5. NON BEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS BOTTOM PROVIDE GALV. ROOF VENTS CHORD WN SIMPSON STC TO INSURE THAT THE TRUSS BOTTOM CHORD WILL ON BACKSIDE OF ROOFLINE NOT BEAR ON THE WALL. ABOVE CONDITIONED AREA,. S. ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER T BE PROVIDED BY TRUSS MANUFACTURE. 7. ALL ROOF FRAMING 24' O.C. B. ALL ROOF PITCH 4:12 9. SCISSORS TRUSS CEILING PITCH 2:12. 10, TRUSSES MANUFACTURED BY 11. ALL OVERHANGS 16'. 2'X6'TOP RAIL 2' X 4" UNDER RAIL 2'X2'SPINDLESS'O.C. 5/4' DECKING 2' X B' DECK JOIST Q %-VoG DOUBLE TREATED BEAM WITH METAL BRACKET 7-X $ a ;9 R oro G EATED POST WITH METAL POST PAN ANCHOR BOLT 10' POURED CONCRETE Existing Dinning Room Existing Kitchen J KITCHEN 300 SOF. DECK 180 SOF Anchor Bolts- Minimum %" x 10" with 7" concrete embedment at 6' o.c. and 12" from ends of sill plates. N W 0 _J m U 0 TO J -30" O (n c0 fA U W @� N O Y CL O) CL .— fn Lt7 0 Q 04 O LLI N 04 O N N r N a) sQ O d E C7 0 R @ w J O m Z �[ 3 V N O JCL ti 1n 4) co City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Sprague Avenue #106, Spokane Valley, Washington 99206 - Tel 509-688-0036 - Fax 509-688-0037 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 the sheet This completed sheet, along with any additional information needs to be submitted with your apllication and be on site at the time of inspection. DWELLINGS AND PRIVATE GARAGES SHALL HAVE: Diagonal wall bracing required on each comer and every 25 feet of wall. 1) MATERIALS APPROVED FOR ONE HOUR FIRE Walls within 3 feet of a property line or RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: within 6 feet of a dwelling must be 1 hour ' 518" TYPE 7C" GYP BOARD (HABITABLE SPACE ABOVE) rated. (518" type W gypsum sheathing 1/2' GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING) on both sides of wall). Openings are not 2) OPENINGS BETWEEN GARAGE AND RESIDENCE permitted in these walls. Garages over SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR 3,000 sq. fL require protection when HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8% closer than 20 feet to the property fine. OR 20 MINUTE FIRE RATED DOORS. Parapets may be required. ALTERNATE FOUNDATION FOR ACCESSORY BUILDINGS FROM EERED TR OR Attic Accessible 400 SQ. FT. TO 3000 SQ. FT. felt for ke RAFTER SIZE AND SPACING bV 22' X 30" rn daprotection x �o.c. SECTION A -A ` � P `'�'`� `� RNFING MATERIAL s ��R .NS1,1L+k-ne Attic Ventilation ROOFING PAPER (xkf' R3� 1 Sq Ft per every 300 Sq Ft of space �� ventilated with at least 50% in -the up �8 GAP portion of roof area. BE' EEN SHEATHICSWA ROOF `P / __SHEATHING 24' MIN. (2)44 REBAR •' ' --12'-4 _ 1 6" MIN. [T_ "MIN. #4 REBAR N1101.3.1— Attic insulation certification required as to R — value or coverage. Markers, attached to trusses or rafters, required for every 300 sf of attic space with 1 inch high numbers for installed thickness of insulation. t4' VAX.. uW k- T` SeCKt1QG _ 86PAEEN TRUSSES 10'WALL SHEATHING SIDING W MIN. ' 24" MIN. 6" MIN. 6"xl2' FOOTING DOUBLE TOP PLATE WALL HEIGHT—fL I &O.C. PRESSURE TREATED SOLE PLATE ANCHOR BOLTS 112" MIN. (1' INTO CONCRETE) 6'0. C. OR APPROVED ANCHOR INSTALLED PER MANUFACTURER. CEILING: '/2" GWB if perpendicular to rafters or trusses 24" o.c. and no water based texture used— otherwise 5/8" GWB. N W ' J m U ti � V / � CEO ��\) L MF]Q7 U)3: � 3:� '9 I WU 0 _ 04 0r �o WEST ELEVATION OF ADDITION o N N Q N N N T T t Q O � d w 0 > C So J O SOUTH ELEVATION OF ADDITION Z'0 `� 3 Q C) Jtiln 0 Ms • (O N -<GAS METER Ix O _J o 8""IT m 15'-4" — v RPGE . J N 01) N, -TER 6-� O lO m C) 4 ' ram . V w Y O aO i ® U) Lo �o Qo TRUSS LAYOUT o N N N N r re,... k, � N Q1 t Q O � d � - L m Z Y 3 o O 2111 I Ell . P FH NORTH ELEVATION Lo a Minimum depth for frost protec ion in the City of Spokane Valley is 24 inches measured from the bottom Radon Mitigation System Required of the footing to finish grade. Grade slope away from If Vents Subject Closure building a minimum 6 inches in first 10 feet. 6 mil Vapor Barrier Required Under Floor Ventilation Sq Ft per every 150 Sq Ft of under loor space area. l ventilating opening s hall . FOUNDATION WALL LAYOUT De within 3 feet of each corner. Openings hall be covered with approved materia. Underfloor Clearance 18" I, 30'-0" 0 v r? ) ! Er PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS: BUILDING 8UBJE:CT TO FIELD INSPECTION COrFIR'ETfNS REVIEWED FOp �O .._ . SPOKANE VALLEY ILDIN DIVISION DIVISION L o7