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2006, 06-02 Permit App 06001944 Move Home, Basement, ReRoofProject Number: 06001944 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: MOVING HOME, ADDING BASEMENT, FRAMING & REROOF Setbacks: Front Site Information: Plat Key: Left: Right: Rear: Name: Range Date: 6/2/2006 Page 1 of 3 Contact: CAMCO CONSTRUCTION Address: 3105 E BOONE C - S - Z: SPOKANE WA 99202 Phone: (509) 536-1818 Group Name: Project Name: District: Sout Parcel Number: 35233.9066 SiteAddress: 4912 E 9TH AVE Location:: CSV Block: Lot: Owner: Name: CAMPBELL RENTALS, LLC Address: 3105 E BOONE AVE SPOKANE, WA 99202-3607 Zoning UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 1.36 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Driveway/Approach Released By: Originally Released: 5/25/2006 By: TMELBOU Released By: Originally Released: 6/2/2006 By: amblake Landuse/Zoning/HE Conditions Released By: Sewer Review Permits: Originally Released: 5/23/2006 By: HMStinson Released By: Operator: AMB Printed By: AMB Print Date: 6/2/2006 Project Number: 06001944 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: CAMCO CONST. INC. Firm: CAMCO CONST.INC. Address: 3105 E BOONE AVE Phone: (509) 536-1818 SPOKANE, WA 99202 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation BASEMENT U R-3 VB misc 0 $60,000.00 0 $60,000.00 Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Totals: 0 $60,000.00 0 $60,000.00 Units Unit Desc Fee Amount 1 SELECT $713.75 1 SELECT $4.50 1 SELECT $285.50 Permit Total Fees: Relocation Permit $1,003.75 Date: 6/2/2006 Page 2 of 3 Contractor: CAMCO CONST. INC. Firm: CAMCO CONST.INC. Address: 3105 E BOONE AVE Phone: (509) 536-1818 SPOKANE, WA 99202 Item Description RELOCATION INSPECTION HOUSE MOVING PERMIT Units Unit Desc Fee Amount 1 # OF HOURS $60.00 1 SELECT $60.00 Operator: AMB Printed By: AMB Permit Total Fees: $120.00 Print Date: 6/2/2006 Project Number: 06001944 Inv: 1 Notes: Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 6/2/2006 Page 3 of 3 CONTROL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS Lots on the north side of 14th in the 4800 and 4900 block have fill. Soils investigation/foundation engineering done by Strata (see plat file) requires: (1) footings = min. 24 inches wide (2) foundations no closer than 12 ft from north edge of fill **DO NOT ISSUE BUILDING PERMITS FOR LTS 11 & 12 BLK 16, LTS 9-16 BLK 15, LTS 1 & 2 BLK 27 & LTS 1-8 BLK 28 UNTIL CC&R'S ARE ACCEPTED, SURETY IN PLACE FOR ALL IMPROVEMENTS OR FINAL CONST ACCEPT CERT& ANY DEDICATIONS OR EASEMENTS ARE RECORDED PER S RASKELL Permit Type Building Permit Relocation Permit Fee Amount $1,003.75 $120.00 Invoice Amount $1,003.75 $120.00 Amount Paid $0.00 Amount Owing $1,003.75 $0.00 $120.00 $1,123.75 $1,123.75 $0.00 $1,123.75 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: 6/2/2006 Project Number: 06001944 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: MOVING HOME, ADDING BASEMENT, FRAMING & REROOF Setbacks: Front Site Information: Plat Key: Parcel Number: 35233.9066 Left: Right: Rear: Name: Range SiteAddress: 4912 E 9TH AVE Location:: CSV Zoning: UR-3.5 Water District: Block: Urban Residential 3.5 Area: 1.36 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Date: 5/22/2006 Page 1 of 2 Contact: CAMCO CONSTRUCTION Address: 3105 E BOONE C - S - Z: SPOKANE WA 99202 Phone: (509) 536-1818 Group Name: Project Name: District: Sout Lot: Owner: Name: CAMPBELL RENTALS, LLC Address: 3105 E BOONE AVE SPOKANE, WA 99202-3607 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Released By: 5 ZZ n Driveway/Approach Released By: Landuse/Zoning/HE Conditions Released By: Sewer Review Permits: Released By: Operator: AMB Printed By: AMB Print Date: 5/22/2006 Project Number: 06001944 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: CAMCO CONST. INC. Address: 3105 E BOONE AVE SPOKANE, WA 99202 Contractor: CAMCO CONST. INC. Address: 3105 E BOONE AVE SPOKANE, WA 99202 Notes: Building Permit Firm: CAMCO CONST.INC. Phone: (509) 536-1818 Relocation Permit Firm: CAMCO CONST.INC. Phone: (509) 536-1818 Date: 5/22/2006 Page 2 of 2 CONTROL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS Lots on the north side of 14th in the 4800 and 4900 block have fill. Soils investigation/foundation engineering done by Strata (see plat file) requires: (1) footings = min. 24 inches wide (2) foundations no closer than 12 ft from north edge of fill **DO NOT ISSUE BUILDING PERMITS FOR LTS 11 & 12 BLK 16, LTS 9-16 BLK 15, LTS 1 & 2 BLK 27 & LTS 1-8 BLK 28 UNTIL CC&R'S ARE ACCEPTED, SURETY IN PLACE FOR ALL IMPROVEMENTS OR FINAL CONST ACCEPT CERT& ANY DEDICATIONS OR EASEMENTS ARE RECORDED PER S RASKELL Payment Summary: 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: 5/22/2006 Spi a .000 Valley Community Development Permit tenter 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)68S-0036 FAX: (509)68S-0037 www. spokaneva llev. ortr Residential Construction Permit Application PERMIT NUMBER: jet - PERMIT FEE: New Construction ❑ Accessory Bldg ❑ Addition/Remode D Other: SITE ADDRESS ASSESSORS PARCEL NO: 5 LEGAL DESCRIPTION: Building Uwner Name: Address: /0 City: g v �� i Phone: rs,.3 (s.,_ Fax: its State:LtZip oq Name: Z. e ��►-Kf he L Phone: 5'34, rfrl.IY D UHL im Contractor: - Name: c).474,7 Cr : (rtcL Address: 3 ) os— city: Phone:5 36,._ LW8 StateLx.)6 Zip: Fax: 5 , g'fs�•% Contractor Lic No: Exp Date: Q -i i C- 2Lt5 City Business Lic. No: c7 Describe the scope of wQCj k in detail: , Cost of Project: $ 0 — ********The followin MUST be complete: (write N/A if not applicable)********************** g # OF STORIES: TOTAL/B1T� $PACE: IMPERVIOUS SURFACE AREA: HEIGHT TO PEAK: DIMENSIONS: MAIN FLOOR TO SQ. FTG: 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DECK/COV. PA HO SQ. FTG: 30% SLOPES ON : • - RTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE:_' i_s r Cx, '•R 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 processed. Signature Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED B/25/2005 D Check Date ,S /2L/0(.- ❑ Mastercard ❑ VISA Expires: VIN#: Spanelcane 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.100D ♦ Fax 509.921.100B ♦ cityhall@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 exierior 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 o 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 ❑ Fumace and hot water heater location. . ❑ All header locations: type, size, and connections • ❑ Foundation plan ❑ Insulation information AREA SPOKANE VALLEY NOTICE OF INSPECTION 'ROPERTY ADDRESS: 3/2D z_vd ROJECT NO 13€-Sr )WNER :ONTRACTOR CV NSPECTION TYPE: q 51/41,-1-1 60 M127-ise) ?)47 AA STATUSOF APPROVED K LISTED ABOVE: CORRECTIONS NEEDED 1/210TES01/ IACM4-7-C----- ...24D.-- INSP 0 DATE QUESTIONS? CALL OUR OFFICE: BUILDING DIVISION OFFICE INSPECTION LINE (509) 688-0054 :ALLED IN: *Oar \ DATE TIME 3iinol(aine .„00Valley `NSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°4 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Option Glazing Area70: of floor Glazing U-Factor Door9 U- Factor Ceiling2 Vaulted Ce ling3 Wall's Above Grade Wall? 4 Below Grade Wall?int ext4 Below Grade Floors S6 b on Grade Vertical Overhead" I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 int' R-21 R-12 R-30 R-10 II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-58 R-21 R-12 R-30 R-10 III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-58 R-21 R-12 R-30 R-10 IV. 25% Group R-1 Occupancy Only 0.35 0.58 0.20 R-38 / U=0.031 R-30 / U=0.034 R-21 int' / U=0.054 R-15 R-12 R-30 / U=0.029 R-10 / F=0.54 V. Unlimited Group R-3 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 Occupancy Only int' VI. Unlimited Group R-1 Occupancy —Only— 0.32 0.58 0.20 R-38 / U=0.031 R-30 / U=0.034 R-21 int' / U=0.054 R-15 R-12 R-30 / U=0.029 R-10 / F=0.54 * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 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. FIoors 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. WSEC Builder's Field Guide 5th Edition COOPERATIVE EXTENSION WASHINGTON STATE UNIVERSITY ENERGY PROGRAM 1-7 City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Sprauge Avenue, 4106, Spokane Valley, Washington 99206 - Tel 509-921-1000 - Fax 509-921-1008 1-1/4" to 2" maximum 34"-38" Nosing of rrea. Handrail Return ends to wall, or terminate at newel! post 4" 34" — 38" 6' 8" minimum Intermediate rail spacing or pattern so that 4-inch sphere cannot pass through Triangular area formed by tread, riser and guardrail so that 6 in sphere can not pass through REQUIRED WIDTH OFRUNSHALL B E PROVIDED INTH[S LOCATION (SECTION I003.3,3.8 2) {`S`9,B3- NOTE: HANDRAILS NOT �St-,QO'' SHOWN FOR CLARITY sw REQUIRED WIDTH OFRUNSHALL BE PROVIDED INTHIS LOCATION ECTON 1003.3.3.B.2) LIMITATION: APPLIES TO R-3 OCCUPANCY ANO PRNATE STAIRWAYS IN R-1 OCCUPANCY PLAN VIEW WINDING STAIRWAY. STTREADWTDTH IGHTWTTHINANY IFSTNRSSHALL DTHESFLLLLLE T TYA.N3/8 INCH DN )003.333) NOTE: HANDRAILS NOT SHOWN FOR CURT' STAIRWAY WIDTH (SECIION10033..8.2) PLAN VIEW ALTERNATE USE OF WINDERS MAXIMUM 0a-INCH RISE BETWEEN TREADS MIN. V \ C`Vy� M(�OwT� ti CENTER SUPPORT ` -may 6 COLUMN P � FOR 400 SOUARE Rl PLAN VIEW CIRCULAR STAIRWAY c WALL HAN UMRATtONS: 1. ONLY APPLIES TO R.3 OCCUPANCY AND PRIVA TESTAIRWAYS OCCUPANCIES. 2. UNITED TO SERVING AS EXIT FEET MAXIMUM. PLAN VIEW SPIRAL STAIRWAY Stair Dimensions 1 1 1 1 Width (36" minimum), • 7/1 Rise (4" minimum - V maximum) ter Run ($" minimum) The greatest riser height within any flight of stairs shall not cxcccd the sarnllcst by more than 3/8". Stair treads shall be of uniform sizc and shape, except the largest trcad run within any flight of stairs shall not exceed the smallest bym���ore than 3/8 inch. H hlO�SiNl% —Mts4 /,t^ A 4x I 1/4 One required (two required if stair is open on sides) if there arc four or more risers. 1 Height (34" to 38" above nosing of treads). 1 Projection (1-1/2 between handrail and wall). 1 Handrails shall be continuous the full length of the stairs. Ends shall be returned or shall terminate in newel posts or safety terminals. Guardrails 1 Required if 30" or more above grade. 1 Height (36" high at landings - handrail height at steps). 1 Openings (small enough that a 4" diameter sphere can not pass through). 1 ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL I: .4"14PlirliNi- MIN WALL Y NOT ACCEPTABLE THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH THE -CONTINUOUS- TERMINOLOGY IN THE CODE - HANDRAIL CONTINUITY 1-1/4-T02- NOTACCEPTABLE NOT ACCEPTABLE Tote that while every effort is made to assure the accruacy of the information contained in this brochure it is not warranted for accuracy. ument is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga- r detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or he appropriate division or staff. 2) #5 rebar o extend 24 .nches beyond opening. Reinforcement for openings plain concrete t t (2) #5 re. beyond op= do not re. in bottom 1909.6.3 Openings in walls. Not less than two No. 5 bars shall be provided around window and door openings. Such bars shall extend at least 24 inches (610 mm) beyond the corners of openings. ar to extend ning. Doorway: uire rebar in of opening. * All openings for windows and doors in structural plain concrete walls must be bound by two No. 5 (16) bars as follows. For openings not extending to the bottom of the wall, the bars must be placed on all four sides of the opening. For openings extending to the bottom of the wall, the bars are only necessary along the sides and top. To provide continuity at the corners of the openings, the bars must extend 24 inches (610 mm) past the corners. These extensions should occur at all four corners of an opening not extending to the bottom of the wall, and at the two top corners for other openings. WALL CONSTRUCTION NO. 4 CONTINUOUS BAR AS REQUIRED IN SECTION R611.7.1 TOP OF WALL STORY L<2'(0.61m) co 2 5 z E ---i-- E r> o I N MIDDLE OF SPAN, A. NOT REQUIRING STIRRUPS SEE TABLE R611.7(2), R611.7(3), R611.7(4), R611.7(5), OR R611.7(8) LINTEL REINFORCEMENT AS REQUIRED A — LINTEL — 24" '0.6 m L>_2' 0.61 m) 24" "0.6 m Z7 WALL REINFORCEMENT AS REQUIRED SEE TABLE R611.7(2). R611.7(3), R611.7(8), R611.7(9) OR R611 7(10) —i D OPEN REINFORCEMENT AS REQUIRED PER TABLE R611.7(1) FIGURE R611.7(2) REINFORCEMENT OF OPENINGS 1.5 IN. MIN. 2.5 IN. MAX. — For SI: 1 inch = 25.4 mm. NOTE: Section cut through flat wall. 1.5 IN. MIN. 2.5 IN. MAX. T� 111 r �OI ME. 11 1111 111 11 MEI 11 MEI 111 EMI Eta 11I EMI EMI EMI NO. 4 BAR LINTEL REINFORCEMENT REQUIRED MINIMUM NO. 3 STIRRUP AS REQUIRED INSULATING FORM HORIZONTAL LINTEL REINFORCEMENT AS REQUIRED FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN -GRID WALLS 186 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION R611.7.1.3 horizontal steel. Concrete walls with a minimum thickness of 4 inches (102 mm) shall have a minimum of one continuous No. 4 horizontal reinforc- ing bar placed at 32 inches (812 mm) on center with one bar within 12 inches (305 mm) of the top of the wall story. Concrete walls 5.5 inches (140 mm) thick or greater shall have a minimum of one continuous No.4 horizontal reinforcing bar placed at 48 inches (1219 mm) on center with one bar located with in 12 inches (305 mm) of the top of the wall story. For townhouses in Seismic Design Category C, the minimum horizontal reinforcement shall be one No. 5 at 24 inches (610 m) on center or one No. 4 at 16 inches (407 min) on center. For all buildings in Seismic Design Categories Di and D2, the minimum horizontal rein- forcement shall be one No. 5 at 18 inches (457 mm) on center or one No. 4 at 12 inches (305 nun) on center. Horizontal reinforcement shall be continuous around building corners using corner bars or by bending the bars. In either case, the minimum lap splice shall be 24 inches (610 mm). For townhouses in Seismic Design Category C and for all buildings in Seismic Design Cat- egories D1 and D2, each end of all horizontal reinforce- ment shall terminate with a standard hook or lap splice. R611.7.1.4 Lap Splices. Where lap splicing of vertical or horizontal reinforcing steel is necessary, the lap splice shall be in accordance with Figure R611.7.1.4 and a minimum of 40db, where db is the diameter of the smaller bar. The maximum distance between noncontact parallel bars at a lap splice shall not exceed 8db. R611.7.1.5 Standard hook. Where the free end of a re- inforcing bar is required to have a standard hook, the hook shall be a 180-degree bend plus 4db extension but not less than 21/2 inches, or a 90-degree bend plus 12db extension. R611.7.2 Wall openings. Wall openings shall have a mini- mum of 8 inches (203 mm) of depth of concrete for flat and waffle -grid ICF walls and 12 inches (305 mm) for screen -grid walls over the length of the opening. When the depth of concrete above the opening is less than 12 inches for flat or waffle -grid walls, lintels in accordance with Sec- tion R611.7.3 shall be provided. Reinforcement around openings shall be provided in accordance with Table R611.7(1) and Figure R611.7(2). All reinforcement placed horizontally above or below an opening shall extend a mini- mum of 24 inches (610 mm) beyond the limits of the open- ing. Wall opening reinforcement shall be provided in addition to the reinforcement required by Sections R611.3, R611.4, R611.5 and R611.7.1. The perimeter of all wall openings shall be framed with a minimum 2-inch by 4-inch plate, anchored to the wall with'/2 inch (12.7 mm) diameter anchor bolts spaced a maximum of 24 inches (610 mm) on center. The bolts shall be embedded into the concrete a mini- mum of 4 inches (102 mm) and have a minimum of 1'/2 (38 mm) inches of concrete cover to the face of the wall. Exception: The 2-inch by 4-inch plate is not required where the wall is formed to provide solid concrete around the perimeter of the opening with a minimum depth of 4 inches (102 mm) for the full thickness of the wall. R611.7.3 Lintels. R611.7.3.1 General requirements. Lintels shall be provided over all openings greater than or equal to 2 feet (610 mm) in width. Lintels for flat ICF walls shall be constructed in accordance with Figure R611.7(3) and Table R611.7(2) or R611.7(3). Lintels for waffle -grid ICF walls shall be constructed in accordance with Fig- ure R611.7(4) or Figure R611.7(5) and Table R611.7(4) or R611.7(5). Lintels for screen -grid ICF walls shall be constructed in accordance with Figure R611.7(6) or Figure R611.7(7). Lintel construction in accordance with Figure R611.7(3) shall be permitted to be used with waffle -grid and screen -grid ICF wall construction. Lintel depths are permitted to be increased by the height of the ICF wall located directly above the opening, pro- vided that the lintel depth spans the entire length of the opening. TABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS WALL TYPE AND OPENING WIDTH (L) (feet) MINIMUM HORIZONTAL OPENING REINFORCEMENT MINIMUM VERTICAL OPENING REINFORCEMENT Flat, Waffle-, and Screen -Grid: None required None required L < 2 (0.61) In locations with wind speeds less than or equal to 110 mph (177 lcm/hr) or in Seismic Design Categories A and B, provide one No. 4 Flat, Waffle-, and Provide lintels in accordance with Section R611.7.3, Provide one No. 4 bar within 12 inches (305 mm) from the bar for the full height of the wall story within 12 inches (305 mm) of each side of the opening. Screen -Grid: 1..?_2 (0.61) bottom of the opening. Top and bottom lintel reinforcement shall extend a minimum of 24 inches (610 mm) beyond the limits of the opening. In locations with wind speeds greater than 110 mphlon/hr), townhouses in Seismic Design Category C, or all (17(177 7 sin Seismic Design Categories Di and D„ provide two No. 4 bars or one No. 5 bar for the full height of the wall story within 12 inches (305 mm) of each side of the opening. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 1.6091an/h. NOTE: This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equiva- lent rectangular cross section. This table is not intended to prohibit the use of ICE manufacturer's tables based on engineering analysis in accordance with AC1 318. 172 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD -BEARING WALLS"' NO. NO.4 BOTTOM BAR SIZE MINIMUM LINTEL THICKNESS, T (inches) 3.5 5.5 7.5 9.5 LINTEL DEPTH, D (inches) 8 12 16 20 24 8 12 16 20 24 8 12 16 20 24 8 12 16 MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, A)e Supporting Roof Only Supporting Light Framed 2nd Story and Roof Supporting ICF Second Story and Roof Ground Snow Load 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf 4-9 4-2 3-10 3-4 3-5 3-1 (1-2) (0-9) (0-8) (0-6) (0-6) (0-5) 6-8 5-5 (1-11) (1-3) For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN/m2, 1 pound per square foot = 0.0479 kN/m2. a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used, the span lengths in the shaded cells shall be increased by 1.2 times the table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criteria: L/240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light -framed wall dead load is 10 psf e. No. 3 stirrups are required at d/2 spacing except no stirrups are required for the distance, (A), shown in the middle portion of the span in accordance with Figure R611.7(2) and Section R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 2003 INTERNATIONAL RESIDENTIAL CODE® 173 WALL CONSTRUCTION TABLE R611.7(3) nnlYINIUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FL AT LOAD -BEARING WALLSac'°' NO. 5 BOTTOM BAR SIZE MINIMUM LINTEL THICKNESS, T (inches) 3.5 5.5 7.5 9.5 LINTEL DEPTH, D (inches) 8 12 MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, A)° Supporting Roof Supporting Light Framed 2nd Story and Roof Supporting ICF Second Story and Roof Ground Snow Load 3D psf 4-9 (1-2) 7-2 70 psf 4-2 (0-9) 6-3 (1-3) 30 psf 3-11 (0-8) 5-11 70 psf 3-7 (0-6) 5-5 (0-10) 30 psf 70 psf 3-7 3-5 (0-6) (0-5) 5-5 (0-10) 5-0 (0-8) 16 20 24 8 9-6 (2-9) 11-1 (3-5) 5-6 (1-10) 8-0 (1-9) 9-1 (2-3) 4-10 (1-2) 7-4 (1-6) 4-7 (1-0) 6-6 (1-2) 4-2 (0-9) 6-7 (1-2) 4-2 (0-10) 3-10 (0-8) 12 8-3 (3-0) 6-9 (2-0) 6-3 (1-9) 5-6 (1-4) 5-7 (1-4) 16 20 24 8 12 16 20 24 8 9-9 (4-1) 6-1 (2-6) 8-2 (4-0) 6-4 (3-1) =9) 5-2 (1-8) 5-2 (2-1) 4-9 (1-5) 4-10 (1-9) ( 4-3 . (1 4-3 0) 12 16 20 24 (5 0 2) For SI: 1 inch = 25 4 nun, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN/m', pound per square foot = 0.0479 lcN/m'. a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi. reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used the span lengths in the shaded cells shall be increased by 1.2timesthe table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criterion: U240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light -framed wall dead load is 10 psf e. No. 3 stirrups are required at d2 spacing except no stirrups are required for the distance, (A), shown in the middle portion of the span in accordance with Figure R611.7(2) and Section R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 174 2003 INTERNATIONAL RESIDENTIAL CODE® MAY/.31/20C6/Y EC 08:37 AM CAMCO Construction FAX No. 509 5368157 F. 003 CAMCO Construction, Inc. E. 3105 Boone Spokane, WA 99202 (509) 536-1818 FAX (509) 536 8157 t�-ZZ i3A,M.ME.►a T WALLS WALL. CA� L Cur eA�ti J ( w ALL. £,x1StW6 �=L.�,on. �- FLoo�iol ►l. .' ls �`tt� is ewe- oa Ho�/se_. .lout- �voc�� Ql.o f(i—k Fob'{ lea 4, .11 re:���e. WALU Se-4 r .r,.►s ,, L -t os 7ite iiL0 cautite.+-. 5 L� A►.- fl RSA Me — Fon_ �k- zz- Lai-tas) MAY 31 2006 06:5B co+su2L SLAB Po Tbt t°k.A'•f„_ TaeATLO puOt ykfr yi, • i6I C ►ETC-R. l ALA-, - 11A-Q,NE2 C.AMC.O owr a Li_f_ C \pC4c..L 5 G-lPik OS A©Qtkes$ t}R 1 � E cl*h ► e..., r..e��1f1AtIflw1 MnUP nw] 44.00.Se PAGE.03 MAY/31/2006/'ED 08:37 Alta CAMCO Construction FAX No, 509 5368157 P. 002 CAMCO Cortstruction, Inc. E. 3105 Boone Spokane, W4 99202 (509) 536-1818 FAX (509) 536-8157 jig IrLi CoL. 5)Mik Ls3ALL DaAL 4' ' (QLuG L.A0fjgLAK 4�P tJi u? FDuNi3Artoto (c" x IZ" FaoTIiJC V' X2.4't WALLS 21, KQ DC' Ot:rAit ... •Fvn.013 t 6" X 1I" (f.oe. GAS. GEA g-x[crt,.) ah) 674,A_a6,1„. Ir MAY 31 2006 06:56 3°K6g M4.TAL OWL t-s' EAST ()LIAR_ SHX. gook API% W A u- a tlAtA-ita I -Stx)IIc.xTX'{ • CAMco Lo Q3T awe rLtQ - iF geLL, S3 C -{ e}? A -In .eSS Lief 1 c E ct4k lJ1:31.2 >`ou.3nAr-764 Mbur 4A) r404.40' PAGE.02 U It LtiTts o F ,S potaAPA. AS 14,c-4 I — \MT^ TThLBoiLo ING5 1605- SF: 0i 'iWo$,F ATE: coo rt Rio GDx Focirwtos ... g I . FOU 5.5 ' OATia4 I gt _ pk..44-• co --k. NIA.5 3- ftle.t. fai441-vt Roc #614 114 \ \ c.A1 AA 4tArks.A4 AAA& rokOk&" KY. pc ctQc?,t. p. rtic-.1 k FluC-HU.A\ 0(`• L_Al 04A Lk.) A.Lk. Foolle4lot, ig Ect6-c-\40(2 5'" —I. Fort4441-(0f4 Blocking required at mid height in unfinished bearing walls PROVIDE SOLID BLOCKING, UNDER ALL COLUMNS BEARING WALLS AND SHEARWALLS.' PROVIDE WISE JOINTS (MIN) UNDER ALL WALLS PARALLEL TO SPAN U.N.0.- PROVIDE DOLKESTUDS (MIN) TO FOIJNDATON UNDER ALL HIP AND GIRDER TRUOESUILO. PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. ";•-, A-r-r cni €44.1 et(42,c't i eo4 /. .._, . 7 ti') Pitc.,4, k____ i v Apots, A 0 ult., F6tj6 ()Art ok..) No7- 10)47— F 71-4 i_sPt/iT 56-c- A/1/c t "t" 0G —00(1 G.3 . ji FilL 0 A ToteAAA-,. l' I 11 4 I 1 1 4 "ri wr#4,5takPkt t0,4 1 r i ,. 1 / ,,i L j Ft-ealL 7e (.1, -- a Pitt- QAPDtt ); ;f: LANDING required on both sides of exit 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 Y2 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 % in. below threshold provided the door does not swing over the landing. 441 kiN Concrete lintels shall conform to Tables R611.7 (2) or (3) or Engineering is required. Reinforcement for openings in plain concrete is also required. 'WINDOW WELL: Min. 9 sq. ft. horizontal area. Min. 3 ft. horizontal projection and width. Max. 44 in. vertical depth without a ladder UPC 508.2 — Water heaters require anchoring or strapping at upper and lower one third points to prevent horizontal displacement during earthquakes. Strapping shall be a minimum of 4 inches above controls. o(c,e5D19Vy EMERGENCY EGRESS REQUIREMENTS FROM SLEEPING ROOMS 1) NET CLEAR OPENING: 5.7 SQUARE FEET GRADE FLOOR OPENING (MAX 44") 5 0 SQUARE FEET 2),.NET CLEAR OPENING HEIGHT 24 INCHES 3) NET CLEAR OPENING WIDTH 20INCHES 4) MAX FINISHED SILL HEIGHT 44" ABOVE FLOOR 5) EMERGENCY ESCAPE & RESCUE OPENING SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT 1HE USE OF KEYS OR TOOLS Egress windows openable 5.7 sq. ft. - 44" sill N\14 sis-144 o c)10 Felt c-64 LP. 8 A-fs.4-44c.,sysr o Minimum depth for frost protection in the City of Spokane Valley is 24 inches measured from the bottom of the footing to finish grade. Grade slope away from building a minimum 6 inches in first 10 feet. SMOKE ALARMS SHALL E INTERCON- NECTED AND HARD D SUCH A MANNER THAT THF A OF E ALARM WILL ACTIVATE ALL ALAR S. (BEDROOMS, AREAS APPROACHING BEDROOMS, VAULTED CEILING WITH RISE OF 24& ON EACH F • • fl) Anchor Bolts- Minimum 1/2" x 10" with 7" concrete \z„,,,, (444114 otstc., embedment at 6' o.c. and 12" from ends of sill plates. St U. UALL 43 4 PP., vm)0.4c), XHUSTpANsS lakepv ihen 50 qv biOiros 'rtNitto 4-- FACTORY-BUILT FIREPLACES: Combustion Air Required Hearth Clearances per Manufacturer's Instructions Tight Fitting Doors Required WHEN INTERIOR ALTERAIKOD. REPAWS OR ADDITIONS REWIRING A PERWT ODOM,. CD DM WE OR MORE SLEEPING ROOMS ARE AI= OR MATEO Ki XISTS% DWELLINGS. THE MUMS INT SHALL E PIKR/I*0 WITH SMOKE LARMS LOCATED AS IMMIED ?OR KW DWELLINGS. CONCRETE TO COMPLYTO IRC TABLE 404.1.1 (II FOUNDATION WALLS :3000 # PSI SLABS, GARAGES, CARPORTS & PORCHES - 3500 # PSI ALL FOOTINGS MUST BE CONTINUOUS Radon Mitigation System Required With 6 mil Vapor Barrier CAM LO COW' — N)Lil. Lt civA.06 E ;Jot. etctitot- SCALE: 343 k DATE: SIM) ICtre APPROVED BY: DRAWN BY REVISED 49 E ci NE,,w nuoDirrio4 1-4 0A 4,- c.24naktiet. Fait, fq\u‘n. HovLEs. (Sott.iktet. DRAWING NUMBER 4100143THO 6 4.'1;!iitAAjA A HOUR Of 3nei CiAAH cuAA .1A0 0. telOtTAViTOA 7,4041' . tiORAJAjj, 3TAVir) A .;;;"0,1f.iCiA0W444A ..314 A 0 On .c.1 HH3 TIUAV (k0.05A WA3 -1,10 BV.F 1.-n•ivy TaILINFIY3 NIT:3" 00 I erif.)01111fiti trip • • \C. bfiLifit '9) zooms% ao mow ,aitCHTAMTJA H0/H3T01 WNW VOM 300 *MN RO ,RU330 MAHN A ONIRIUD3R 3ORMr.3 ill °Mint) RO 0300A 3RA ZMOOR 31/11q33.18 13EMINIR JAM TOW !W3WO 3HT ANI.1.13WO W3A� IUDIR 2A 03TA30.1 FARAIA 3NOPilaHTW 21)H11.13tVe ;- Ts AT 'pr•—,..1 471 4 •44." ; o ooc UJAWo 0 ?TAG ar9OcIFIAD :83)AAA) AJ 129 00ae, - 8.3moAcy:1 ,tiA)01.a. hi5§; -1.1AY4alt4U iotTficmt:;..a :timo ,o.vu ;.';132UF;T PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMSAND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDINGS = Ear, TO FIELD INSPECTION CORRECTIONS SMilagg- .62051/214 REVIEWED FOR CODE COMPLIANCE SPOKANE VALI_ BUIL ING DIVISION CA 7,5 •