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2006, 12-21 Permit App: 06004841 Addition
Project Number: , 06004841 Inv: 1 Application THIS IS NOT A PERMIT Date: 12/21/2006 Page 1 of 3 Penalties will be assessed for commencing work without a permit Contact: J & S CONSTRUCTION Address: PO BOX 952 C - S - Z: SPOKANE VALLEY WA 99037 Phone: (509) 230-4257 Group Name: Project Name: Proiect Information: Permit Use: 448 SQFT ADDITION OF EXISTING HOME Setbacks: Front 50 Left: 19. Right: Site Information: Plat Key: rgigeitIDZIONOSCIOWN Name: GRANDVIEW ACRES Parcel Number: 45043.0702 Block: SiteAddress: 11003 E EMPIRE AVE Rear: 100 Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: 026 IRVIN Area: 20,480 Sq Ft Width: 0 Nbr of Dwellings: 0 Nbr of Bldgs: 0 Review Information: Review Building Plan Review District: Nort Lot: Owner: Name: WILLIAMSON, R A Address: 11003 E EMPIRE AVE SPOKANE VALLEY, WA 99206-45 Originally Released: Landuse/Zoning/HE Conditions Originally Released: Permits: >:& Operator: jmm Printed By: JD Hold: ❑ Depth: 0 Right Of Way (ft): 0 12/21/2006 By: TMELBOU 12/20/2006 By: KKENDAL Print Date: 12/21/2006 Project Number: . 06004841 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Firm: J & S CONSTRUCTION Date: 12/21/2006 Page 2 of 3 Contractor: J & S CONSTRUCTION Address: PO BOX 952 VERADALE WA 99037 Building Characteristics Group: R-3 Total Area Building Height Stories Description 1&2 FAMILY Type: VB 448 17 1 Phone: (509) 230-4257 Gm R-3 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Notes 1ST FLR Contractor: J & S CONSTRUCTION Address: PO BOX 952 VERADALE WA 99037 Item Description WOOD/PELLET STOVE/INSERT GAS APPLIANCE<=100,000BTU GAS PIPING Contractor: J & S CONSTRUCTION Address: PO BOX 952 VERADALE WA 99037 Item Description SINKS TUBS CLOTHES WASHER WATER PIPING - DWV This Application: Total Project: So Ft Valuation So Ft Valuation 448 $38,693.76 448 $38,693.76 Totals: 448 $38,693.76 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Mechanical Permit Firm: J & S CONSTRUCTION Phone: (509) 230-4257 448 $38,693.76 Fee Amount $532.65 $4.50 $213.06 $750.21 Units Unit Desc 1 NUMBER OF 1 NUMBER OF 1 # OF UNITS Permit Total Fees: Plumbing Permit Firm: J & S CONSTRUCTION Phone: (509) 230-4257 Fee Amount $10.00 $12.00 $1.00 $23.00 Units Unit Desc 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF Permit Total Fees: Fee Amount $6.00 $6.00 $6.00 $6.00 $24.00 Operator: jmm Printed By: JD Print Date: 12/21/2006 Project Number: . 06004841 Notes: Inv: 1 • Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 12/21/2006 Payment Summary: Permit Type Building Permit Mechanical Permit Plumbing Permit Fee Amount $750.21 $23.00 $24.00 Invoice Amount $750.21 $23.00 $24.00 Amount Paid $0.00 $0.00 $0.00 Amount Owing $750.21 $23.00 $24.00 $797.21 $797.21 $0.00 $797.21 Page 3 of 3 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: jmm Printed By: JD Print Date: 12/21/2006 Project Number:. 06004841 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: ADDITION/REMODEL OF EXISTING HOME Contact: J & S CONSTRUCTION Address: PO BOX 952 C - S - Z: SPOKANE VALLEY WA 99037 Setbacks: Front Left: Right: Rear: Phone: (509) 230-4257 Group Name: Project Name: Date: 12/14/2006 Page 1 of 2 Site Information: Plat Key: Name: GRANDVIEW ACRES District: Nort Parcel Number: 45043.0702 Block: SiteAddress: 11003 E EMPIRE AVE Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: 026 IRVIN Area: 20,480 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Lot: Owner: Name: WILLIAMSON, R A Address: 11003 E EMPIRE AVE SPOKANE VALLEY, WA 99206-45 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Landuse/Zoning/HE Conditions Permits: Released. )3j Released By Contractor: J & S CONSTRUCTION Address: PO BOX 952 VERADALE WA 99037 ARS 440,411M Building Permit Firm: J & S CONSTRUCTION Phone: (509) 230-4257 Mechanical Permit Contractor: J & S CONSTRUCTION Firm: J & S CONSTRUCTION Address: PO BOX 952 Phone: (509) 230-4257 VERADALE WA 99037 Operator: jmm Printed By: jmm Print Date: 12/14/2006 Project Number:. 06004841 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 12/14/2006 Page 2 of 2 Plumbing Permit Contractor: J & S CONSTRUCTION Firm: J & S CONSTRUCTION Address: PO BOX 952 Phone: (509) 230-4257 VERADALE WA 99037 Notes: M * A .... ... r .,,. : , F _i 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: jmm Printed By: jmm Print Date: 12/14/2006 rr`cx�J"'' fir. ane 40,00Valley Community Development Permit Center i • r `} 117'07 E Spiague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)6 8-4Q37 www.spokanevalley.org Residential Construction Permit Application DEC_ 1 2006 PERMIT NUMBER: 1 L' PERMIT FEE: n New Construction Addition/Remodel n Other: Accessory Bldg Deck SITE ADDRESS / /063 I k ASSESSORS PARCEL NO: eC 0'% / LEGAL DESCRIPTION: Building Owner: g DIMENSIONS: /6 x 2,,' # OF STORIES: / TOTAL HABITABLE SPACE: %2 s q Name: 2"" FLOOR SQ. FTG: r UNFIN BASEMENT SQ. FTG: L t Name: "'a:, C ."? t. t` Vie_ DECK/COV. PATIO SQ. FTG: iv 30% SLOPES ON PROPERTY: 11)') s State: Zip: Address: Phone: e„73,,,) ,' ., --.7 Fax: Contractor Lic No: Exp Date: City: jf a( / /.. State: Zip .s` Phone j , I' '' Fax Contact Person Name: 2 -Pi-` GO, Phone: Describe the scope of work in detail: Contractor: g DIMENSIONS: /6 x 2,,' # OF STORIES: / TOTAL HABITABLE SPACE: %2 s q Name: 2"" FLOOR SQ. FTG: r UNFIN BASEMENT SQ. FTG: L t IMPERVIOUS SURFACE AREA: y6 `" S- /: Address: )_:> ;� __ DECK/COV. PATIO SQ. FTG: iv 30% SLOPES ON PROPERTY: 11)') City: gyp/ State: Zip: 7' Phone: e„73,,,) ,' ., --.7 Fax: Contractor Lic No: Exp Date: City Business Lic. No: /' 2 -) 7* iU Cost of Project: $ ? i 2 ? „ t' L '('j �l°YSJ_ l j PC }"L� **************The followin MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: / % ' Z" g DIMENSIONS: /6 x 2,,' # OF STORIES: / TOTAL HABITABLE SPACE: %2 s q MAIN FLOOR TO SQ. FTGQDI� 4 V,J's-, 2"" FLOOR SQ. FTG: r UNFIN BASEMENT SQ. FTG: L t IMPERVIOUS SURFACE AREA: y6 `" S- /: FINISHED BASEMENT SQ. FTG: 44 GARAGE SQ. FTG: N4 DECK/COV. PATIO SQ. FTG: iv 30% SLOPES ON PROPERTY: 11)') # OF BEDROOMS: / CONSTRUCTION TYPE: UDrU !~z.lr yet HEAT SOURCE: 1+ 6, „t? 5TC: - SEWER OR SEPTIC? ./ 1 <C ' P • dwellingis/will be served bypotable water. 2) Ownership of this City of Spokane Valley )+ The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the alley 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: 0 Cash Bankcard #: Authorized Signature: REVISED 8/25/2005 ❑ Check Date ❑ Mastercard 0 VISA Expires: VIN#: Permit Center 11707 E Sprague Ave, Suite 106 pokane sv�l� Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development www.spokanevallev.oril Plumbing Permit Application ❑ Commercial SITE ADDRESS: t 00 3 C.ra-xp�f-L PERMIT NUMBER: PERMIT FEE: ❑ Residential Building Owner Name: �% ^ Y (, i i\ l �J � ��_ Phone: Fax: Address: City: State: Zip: Contractor Name: Phone: Fax: Address: City: State: Zip: License No: City Business Lic: Contact Name: Phone: DESCRIPTION OF WORK it OF UNITS X COST TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS X $6.00 2 URINALS X $6.00 3 TUBS r X $6.00 4 SHOWERS (PER TRAP) BATH, STALL, ON-SITE BUILT X $6.00 5 SINKS LAVS/BASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT X $6.00 6 DISHWASHER X $6.00 7 CLOTHES WASHER X $6.00 & GARBAGE DISPOSAL X $6.00 9 WATER SOFTENER X $6.00 10 ELECTRIC HOT WATER TANK NOTE: IF GAS, SEE MECHANICAL X $6.00 11 FLOOR DRAINS AREA, CASE, COIL, TRENCH, CONDENSATE X $6.00 12 ROOF DRAINS/OVERFLOW DRAINS X $6.00 13 FOUNTAINS, DRINKING X $6.00 14 WATER PIPING/DRAIN-IN WASTE, VENT, PLUMBING, REVERSAL NSTALLATION, ALTERATION, REPAIR, REVERSALS X $6.00 15 SEWAGE EJECTOR GRINDER, SUMP PUMP X $6.00 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP COOLER X $6.00 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS X $6.00 18 INTERCEPTORS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X $6.00 19 20 MEDICAL GAS (per outlet) NITROUS, OXYGEN X $6.00 MISCELLANEOUS PLUMBING FIXTURE X $6.00 21 PRIVATE SEWAGE DISPOSAUSYS X $20.00 22 INDUSTRIAL WASTE INTERCEPTOR X $15.00 METHOD OF PAYMENT: ❑CASH ❑ CHECK ❑ VISA ❑ MC EXPIRES: Card# VIN: AUTHORIZED SIGNATURE: REVISED 8/26/05 SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: Permit Center 11707 E.Sprague Ave, Suite 106 �pOKaIIG Spokane Valley, WA 99206 v (509)688-0036 FAX: (509)688-0037 Community Development www.s Commercial Mechanical Permit Application SITE ADDRESS: 003 h'1 /0/ Building Owner �h -Y W7 l / �d•.-1_S ''l /76)03 \� f; ! QnS uC r1 Name: Address: Contractor Name: Address: °� BOX 5s License No: Contact Na PERMIT NUMBER: PERMIT FEE: Residential Phone: 9a4,5? 9W7734: City: 4Di i/L: v� // State: G4/// Zip: 94)e4 Phone: 6-oC .,30 4? S-% Fax: State: 4/4 Zip: 99J-7 City: pPp._adG City Business Lic: ebelez ,2 4/g Phone: METHOD OF PAYMENT: ❑CASH IIICHECK 0 VISA 0 MC CARD #: AUTHORIZED SIGNATURE: REVISED 8/26/05 EXPIRES: VIN: # OF UNITS )0,000 0 )0,000 0 X0,000 0 U TU BTU X X X X X X X X X X X ,000 CFM CFM ON X X X COST $12.00 $15.00 $50.00 $100.00 $50.00 $100.00 $12.00 $20.00 $25.00 $35.00 $60.00 TOTAL AMOUNT $10.00 X X X X X X X X X X X X X X X X X X X X X X X X $10.00 $10.00 $10.00 $10.00 $1.00 $10.00 $10.00 $12.00 $15.00 $10.00 $50.00 $10.00 $12.00 $20.00 $25.00 $35.00 $60.00 $10.00 $10.00 $25.00 $15.00 $12.00 $12.00 $19.00 $22.00 SUBTOTAL PROCESSING FEE TOTAL PERMIT FEE DUE: $35.00 DESCRIPTION OF WORK 1 FUEL BURNING APPLIANCE Equal to or less than 1( More than 100,00 2 FUEL BURNING APPLIANCE Fee) Equal to or less than 4( 3 UNLISTED APPLIANCE (Additional Fee) More than 400,00 4 UNLISTED APPLIANCE (Additional AFUE Equal to or less than 41 5 USED APPLIANCE (WSEC min. rating) AFUE rating) More than 400,00 6 USED APPLIANCE (WSEC min. 1 - 100M BTU 7 BOILER/REFRIGERATION 101 - 500M BTL 8 BOILER/REFRIGERATION 501 - 1,000M BT 9 BOILER/REFRIGERATION 1,001 - 1,750M B 10 11 BOILER/REFRIGERATION More than 1,750M BOILER/REFRIGERATION FIREPLACE 12 GAS LOG, GAS INSERT, GAS _ 13 RANGE 14 DRYER 15 FUEL BURNING WATER HEATER 16 MISC. FUEL BURNING APPLIANCE 17 GAS PIPING (each outlet) 18 DUCT SYSTEMS 19 VENTILATING FANS 10 20 AIR HANDLER (DOES NOT include ducting) Equal to or less than 10,00( 21 AIR HANDLER (DOES NOT include ducting) Greater than 22 EVAPORATIVE COOLERS 23 TYPE H000 24 TYPE II HOOD 25 HEAT PUMP/AIR CONDITIONER 0-3 TON 3-15 TON 26 AIR CONDITIONER TON 27 AIR CONDITIONER 15-30 TON 28 AIR CONDITIONER 30-50 50 T 29 AIR CONDITIONER More than 30 LPG STORAGE TANK 31 WOOD OR PELLET STOVE/INSERT 32 WOOD STOVE - FREE STANDING 33 REPAIR & ADDITIONS 34 VENTILATION SYSTEMS EXHAUST 35 VENTILATION MECHANICAL 36 INCINERATOR - RESIDENCE 37 INCINERATOR - COMMERCIAL METHOD OF PAYMENT: ❑CASH IIICHECK 0 VISA 0 MC CARD #: AUTHORIZED SIGNATURE: REVISED 8/26/05 EXPIRES: VIN: # OF UNITS )0,000 0 )0,000 0 X0,000 0 U TU BTU X X X X X X X X X X X ,000 CFM CFM ON X X X COST $12.00 $15.00 $50.00 $100.00 $50.00 $100.00 $12.00 $20.00 $25.00 $35.00 $60.00 TOTAL AMOUNT $10.00 X X X X X X X X X X X X X X X X X X X X X X X X $10.00 $10.00 $10.00 $10.00 $1.00 $10.00 $10.00 $12.00 $15.00 $10.00 $50.00 $10.00 $12.00 $20.00 $25.00 $35.00 $60.00 $10.00 $10.00 $25.00 $15.00 $12.00 $12.00 $19.00 $22.00 SUBTOTAL PROCESSING FEE TOTAL PERMIT FEE DUE: $35.00 TELE - POLE EMPIRE NORTH WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°'1 FOR GROUP R OCCUPANCY r� rMaTE ZONE 2 * 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. 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. WSEC Builder's Field Guide 5th Edition COOPERATIVE EXTENSION WASHINGTON STATE UNIVERSITY ENERGY PROGRAM 1-7 Doors U- Factor 0.20 0.20 Ceiling 2 R-38 R-38 Vaulted Ceilings R-30 R-30 Wa1112 Above Grade R-21 R-19+ R-58 Wall? Wall? int Below Grade R-21 R-21 ext Below Grade R-12 R-12 Floors R-30 R-30 Slabs on Grade R-10 R-10 Option Glazing Area'D: Glazing U -Factor of floor Vertical Overhead" I. 10% 0.40 0.58 II. 15% 0.40 0.58 III. 17% 0.37 0.58 0.20 R-38 R-30 RR -19+ R-21 R-12 R-30 R-10 / IV. 25% Group R-1 Occupancy Only 0.35 0.58 0.20 R-381 U= R-3010 Rt21 R1 U=0.054 -15 R-12 R-3029 F=10 V. Unlimited Group R-3 Occupancy Only 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 VI. Unlimited Group R-1 Occupancy Only 0.32 0.58 0.20 R-3831 U= 301 R-21 U=0.054 R-15 R-12 R-301 F=10 / * 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. 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. WSEC Builder's Field Guide 5th Edition COOPERATIVE EXTENSION WASHINGTON STATE UNIVERSITY ENERGY PROGRAM 1-7 FIGURE 1 CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Extent of header (Two braced wall segments) Max. height 10' Extent of header (One braced wall segment) 01A,I, C0 :. f 'i:' 0A - F09: 01:: 10 ] 0 0 are 00 1;40 tel" Elpi? 40 2' to 18' (finished width) Fasten sheathing to header with 8d common nails in 3" grid pattern as shown and 3" o.c. in all framing (studs and sills) typ. Top plate continuity is required per R602.3.2 1000 Ib header -to -jack -stud strap on both sides of opening (Install on backside as shown on Side Elevation, Ref. No. LSTA24) Min. (2) 2x4 typ. If panel splice is needed it shall occur within 24" of mid -height. Blocking is not required. Min. width based on 6:1 °,"`',o,o height -to -width ratio: For example:16" min. for 8' height o,o O,. o'er Min. 2"x2"x3/16" plate washer ole 1 r 1. � 1 a f•\ A: 11. es: Aa. Braced wall_a� ' f� }. 1 segment per R602.10.5 No. of jack studs per table R502.5(1 &2) 7 747 0 1° 0 le 1 1> ,0.10 0 1>{ 101° 0 Anchor bolt per R403.1.6 Typ. / Foundation per code Side Elevation Sheathing filler if needed 16d sinker nails in 2 rows @ 3" o.c. 1000 Ib header - to -jack -stud strap on both sides of opening (Ref. No. LSTA24) 3/8" min. thickness wood structural panel sheathing Not to scale O 0 0CD U cr 1.4 ti 0 00 DO O 0 b 0 O V] O U cr otz b1) U 2 0 cd Basemen+ Fl oor P10,75 winows cjpen jeaA) EG RE -55 W /ni Dew q: ft. -44�'sI' REMOVE WAt-t- MEN REQIIIRN�NG P t a,lOa lou SLEEPING ROOM AM OED OR MON anti OWEU.INGS. TIE MUSS UNIT MIL OE rni III1H SMOKE ALAS LOCATED Ali velat ONELUNSN<. SMOKE ALARMS SHALNTERCON- NECTED AND HARD WIREINSD MANNER THAT THE ACTIVATD ION OFCH ONE ALARM WILL ACTIVATE ALL ALARMS. (BEDROOMS, AREAS APPROACHING BEDROOMS, VAULTED CEILING WITH RISE OF 24' i ON FLS STAIRS rf vi „'0op BED Robrrl • rv EXISYI!VG�GRE.SS W/'QDO' CLL 5 ETS Lore RAEF .x,s & BAS 6 int E r Sys 5Q Fr --.��6 f fi WINDOW WELL: Min. 9 sq. ft. horizontal area. Min. 3 ft. horizontal projection and width. Max. 44 in. vertical depth without a ladder 251 NEW 44I.F BATH )4UNDRY TN' 001-Y1 1WM!D t,) Concrete lintels shall conform to Tables R611.7 (2) or (3) or Engineering is required. Reinforcement for openings in plain concrete is also required. 11003 i E,0 PrRE- ,4-(/1E Q. • • . ATN e EXHAUST FANS 100'CFM kitchen 50 CFM bathrooms & laundry JN; -►-rt -cn .Ex.r .colt NtA) '101.4.6r .Pi -,d S/Nk ( )4l-1 SPaJt r cc+yla S 2607 _ _'EMERGENCY EGRESS REOUMIEMENTS FROM $LEEPINS ROOMS 1) NET CLEAR OPENING: 5.7 SQUARE FEET GRADE FLOOR OPENIN AX 44') 5.0 SQUARE FEET 2) NET CLEAR OPENING NBGHT 24 INCHES 3) NET CLEAR OPENING WIDTH 20 INCHES 4) MAX FINISHED SILL HEIGHT 44' ABOVE FLOOR 5) FMFRGF N!: v F SC APE & RESCUE OPENING SHALLBE Oi E ;iAIiet a I ROM THE INSIDE OF THE ROOM WITHOUT THE tisE cel KE'SORTOi,,S i- i -1 te Scale 3//GQ = ! /MAIN F1-o0K f AH/v _�• W)4L., AL / 1T ix'sr, Ai A�ccgg / v (\ EXIST/NG HOQuS E re) Ally .,�.1fi ,Q4t sk SQ rte. 80)(in ENr A\ senaki �p t- cTOR E t -- /1HNu f=ACTURED rRYS,5 f -S a. 444" o. C. cat rit 1 b ExlsT/ Nc7 W./31-1-5 nJE w L4/Rid-s 1 F/,cm['i/.LCr n:c 1:r . SJ.A —J WALLS 2 y(). (SI 1&-'' > - /62 xag' -SQ. ��E 1- 110 03 -1 _- EmPr R L JW AT) C srola viivr IrdSuLAT►or') /N WALLS ro err/ ET Si. Widv /NWJ. 4Te' Cii'- /net r 3f 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. 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'x30" Prop, Oat /e+ .'far __ Veofi uocn Pr Q✓ac�� bcf{1E L.)IM J M(N 30 VR 3 TA& $ r rr(L5-- `9ce Ohio (et _ _/Z Liv --- Tntet Ve,d•t1 1/300 4 6198EL £ND 741.t56 4 Re U rr e.cr GCNTFR 'fR t�,�� £N lav r NSULRI r0' Zr)(6?Y TOc,J f 60t/1- .106 C43/n ..5100 - fcCD1(4/5 Far `gErrED ?i." A11N 19Rour')O 1_CUEL. a'3'i; T.orvto l l Groiye Anchor Bolts- Minimum 1/2" x 10" with 7" concrete embedment at 6' o.c. and 12" from ends of sill plates. Radon Mitigation System Required With 6 mil Vapor Barrier I/ 1 fi,vLor �� yfZ.L 0� Approv&d straps Rid IA)314. • __ or Seal 3�I 2. x(6 /6 0.•r 2J � s 2Poca-4 i" Ccrcr,"fe Pat:, R-10 'n N 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. REBif /& KOU(vaAiiIoN L 4t,i- SCALE % 1 SC,9LE 0ct�k of house CX!ST/N& 140USC 777 cq 754 ,N - 7 /p i . a, — � � =' t-- �— —� rte.— — — l / / '�' •' � �'� �`'=� 15 U) RE —&- ou og,04 liir SC.FiB t o 03 E. ens Pi Rl� A WE sPo k ANF U 41.L, C- Y 'tet tL i. i ' 1 t �. ��= .[ • ' . — •'' « FOR NEW EG-rRss,S WIrmoul ry, 6" q4; E11003 4m Pd RE RUF Job Q156306 WILLIAMSON/CO Mark A Quan Type 8 SCIS Span P1 -H1 Left OH 280000 6 1- 0- 0 Right OH 1- 0- 0 Engineering 8-0-0 3-11-6D DG 16-1-8 HO 1-0-0 HH 8-1 7 C en*rt 5x5= DG 16-1-8 HO 1-0-0 HH 8-1 A 2x311 W:508 R:1404 cD: 272 0 EPI o 0 O TC BC EP'1 6-11-2 6-11-2 6-11-2 6-11-2 14-0-0 7-0-14 7-0-14 14-0-0 28 0 0 21-0-14 28-0-0 7-0-14 6-11-2 7-0-14 6-11-2 21-0-14 28-0-0 ALL PLATES ARE LOCK20 W:508 R:1404 U: 27a 0 10 Scale: 0.222" = 1, Robbins Engineering, Inc./Online Plus' APPROX B -H 0.60 2769 C 0.05 H -J 0.84 3467 C 0.19 Bottom Chords Online Plus -- Version RUN DATE: 07 -DEC -06 CSI -Size- TC 0.84 2x 4 BC 0.51 2x 4 WB 0.66 2x 4 EX I -F 2x 4 EX E -J 2x 4 20.0.006 ----Lumber---- 1B 1B DFL -STUD DFL -#2 DFL -#2 Brace truss as follows: O.C. From TC Cont. 0- 0 - BC Cont. 0- 0 - Loading Live TC 30.0 BC 0.0 Total 30.0 Spacing Lumber Duration To 0 28- 0- 0 0 28- 0- 0 Dead (psf) 7.0 10.0 17.0 47.0 24.0" Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 A -F 0.15 117 C 0.00 F -D 0.51 3250 T 0.40 D -E 0.51 3250 T 0.40 E -C 0.15 117 C 0.00 Webs TRUSS WEIGHT: 187.1 LBS 0.55 REFER TO ROBBINS ENG. GENERAL 0.65 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. 0.15 0.11 0.11 0.15 A -I 0.23 1253 C WindLd I -F 0.60 3163 T F -G 0.04 244 C G -D 0.48 652 C D -B 0.66 1976 T D -H 0.48 652 C E -H 0.04 244 C E -J 0.60 3163 T C -J 0.23 1253 C WindLd TL Defl -0.53" LL Defl -0.32" Hz Disp LL Jt C 0.23" Shear // Grain in F -D in F -D DL 0.14" in I -G L/609 L/999 TL 0.37" 0.35 Plates for each ply each face. **SEE REVERSE SIDE OF THIS **PAGE FOR IMPORTANT NOTES Plate - LOCK 20 Ga, Gross Plus 4 Wind Load Case(s) Plate - RHS 20 Ga, Gross Jt Type Plt Size X Y Jt React Uplft Size Req'd I LOCK 4.Ox 6.0 0.1 Ctr Lbs Lbs In-Sx In-Sx G LOCK 5.Ox 5.0 0.2 0.7 A 1404 273 5- 8 1- 8 B LOCK 5.Ox 5.0 Ctr Ctr Hz = 125 H LOCK 5.Ox 5.0-0.2 0.7 C 1404 273 5- 8 1- 8 J LOCK 4.Ox 6.0-0.1 Ctr Hz = -124 A LOCK 2.Ox 3.0 Ctr Ctr F LOCK 5.Ox 5.0 Ctr Ctr Membr CSI P Lbs Axl-CSI-Bnd D LOCK 6.Ox 7.0 Ctr-0.6 Top Chords E LOCK 5.Ox 5.0 Ctr Ctr I -G 0.84 3467 C 0.19 0.65 C LOCK 2.Ox 3.0 Ctr Ctr G -B 0.60 2769 C 0.05 0.55 Robbins Engineering, Inc./Online PIusT"' © 1996-2006 Version 20.0.006 Engineering - Portrait 12/7/2006 8:56:20 AM Page 1 ** ** Area Area JSI 0.98 0.66 0.81 0.66 0.98 0.47 0.98 0.71 0.98 0.47 NOTES: Trusses Manufactured by: Valley Best Way Analysis Conforms To: ANSI/TPI 95 & 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 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.2 psf BC Dead Load : 6.0 psf Max comp. force 3467 Lbs Quality Control Factor 1.25 Job Q156306 Mark Al Quan Type Span 1 TR 280000 P1 -H1 Left OH 6 1- 0- 0 Right OH 1- 0- 0 Engineering WILLIAMSON/CO DG 16-1-8 HO 1-0-0 HH 8-1 g;2.,I�n 6 8-0-0 *2x311 M *2x3;' K 3H TCL *2x311 3x4 S2*2x311TCU 4 *2x311 0 4x4= B *2x311 X *2x311 ZTCU 3x4? *2x311S1 BB *2x311 DD *2x311 FF TCL *2x3' DG 16-1-8 HO 1-0-0 HH 8-1 HH W12x3 KK A 2x3:1 EP TC BC EP 0 0 0 0 0 G 0 L N P "CL *2x311 *2x311 *2x311 *2x311 T V *2x311 *2x311 ff 'WSPL Y 5x5= *2x311 ff AA CCBCL EE *2x311 *2x311 *2x311 GG *2X31 1 II *2x311 ///�///Z/// 14-0-0 14-0-0 28-0-0 14-0-0 C 2x3'' 0 0 0 0 28-0-0 28-0-0 28 0 0 ALL PLATES ARE LOCK20 Scale: 0.224" = 1' Robbins Engineering, Inc./Online Plus' APPROX. TRUSS Online Plus -- Version 20.0.006 RUN DATE: 07 -DEC -06 TC BC WB GW CSI -Size- ----Lumber---- 0.04 2x 4 1B 0.05 2x 4 1B 0.12 2x 4 DFL -STUD 0.11 2x 4 DFL -STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 28- 0- 0 BC Cont. 0- 0- 0 28- 0- 0 Loading Live Dead (psf) TC 30.0 7.0 BC 0.0 10.0 Total 30.0 17.0 47.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 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 Cont. Brg 0- 0- 0 to 28- 0- 0 2808 486 Hz = 125 Membr CSI P Lbs Axl-CSI-Bnd Top Chords JJ -K 0.04 62 C 0.00 0.04 K -M 0.04 49 T 0.00 0.04 M -O 0.04 76 T 0.00 0.04 O -S2 0.04 101 T 0.00 0.04 S2 -Q 0.04 105 T 0.00 0.04 Q -S 0.04 130 T 0.00 0.04 S -U 0.04 158 T 0.00 0.04 U -B 0.04 181 T 0.00 0.04 B -X 0.04 181 T 0.00 0.04 X -Z 0.04 158 T 0.00 0.04 Z -BB 0.04 130 T 0.00 0.04 BB -S1 0.04 105 T 0.00 0.04 S1 -DD 0.04 101 T 0.00 0.04 DD -FF 0.04 76 T 0.00 0.04 FF -HH 0.04 49 T 0.00 0.04 HH -KK 0.04 62 C 0.00 0.04 Bottom Chords A -L 0.05 0 L -N 0.01 0 N -P P -R R -T T -V ✓ -W W -Y Y -AA AA -CC CC -EE EE -GG GG -II II -C 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.05 A -JJ C -KK L N P R T V W Y -K - M -o -4 - s - U - B - X AA -Z CC -BB EE -DD GG -FF II -HH 0 0 0 0 0 0 0 0 0 0 0 0 Webs T T T T T T T T T T T T T T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.05 0.12 84 C 0.00 0.12 0.12 84 C 0.00 0.12 Gable Webs 0.11 148 C 0.02 0.09 0.06 148 C 0.02 0.04 0.05 147 C 0.02 0.03 0.04 147 C 0.02 0.02 0.03 147 C 0.02 0.01 0.03 152 C 0.02 0.01 0.10 116 C 0.03 152 C 0.02 0.01 0.03 147 C 0.02 0.01 0.04 147 C 0.02 0.02 0.05 147 C 0.02 0.03 0.06 148 C 0.02 0.04 0.11 148 C 0.02 0.09 TL Defl 0.00" in LL Defl 0.00" in Shear // Grain in II -C GG -II U -B L/999 L/999 0.09 Plates for each ply each face. **SEE REVERSE SIDE OF THIS ** **PAGE FOR IMPORTANT NOTES ** Plate - Plate - Jt JJ K M O S2 Q S U B X Z Type LOCK LOCK LOCK LOCK LOCK LOCK LOCK LOCK LOCK LOCK LOCK LOCK 20 Ga, Gross RHS 20 Ga, Gross Plt Size X Y 2.Ox 3.0 Ctr Ctr 2.Ox 3.0 Ctr Ctr 2.Ox 3.0 Ctr Ctr 2.Ox 3.0 Ctr Ctr 3.Ox 4.0 Ctr Ctr 2.Ox 3.0 Ctr Ctr 2.Ox 3.0 Ctr Ctr 2.Ox 3.0 Ctr Ctr 4.Ox 4.0 Ctr Ctr 2.Ox 3.0 Ctr Ctr 2.Ox 3.0 Ctr Ctr Area Area JSI 0.45 0.00 0.00 0.00 0.67 0.00 0.00 0.00 0.75 0.00 0.00 Robbins Engineering, Inc./Online Plus'"" ® 1996-2006 Version 20.0.006 Engineering - Portrait 12/7/2006 8:56:21 AM Page 1 WEIGHT. 222.3 LBS BB LOCK 2.Ox S1 LOCK 3.Ox DD LOCK 2.Ox FF LOCK 2.Ox HH LOCK 2.Ox KK LOCK 2.Ox A LOCK 2.Ox L LOCK 2.Ox N LOCK 2.Ox P LOCK 2.Ox R LOCK 2.Ox T LOCK 2.Ox ✓ LOCK 2.Ox W LOCK 5.Ox Y LOCK 2.Ox AA LOCK 2.Ox CC LOCK 2.Ox EE LOCK 2.Ox GG LOCK 2.Ox II LOCK 2.Ox C LOCK 2.Ox 3.0 4.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 5.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ctr Ctr 0.00 Ctr Ctr 0.67 Ctr Ctr 0.00 Ctr Ctr 0.00 Ctr Ctr 0.00 Ctr Ctr 0.45 Ctr Ctr 0.53 Ctr Ctr 0.00 Ctr Ctr 0.00 Ctr Ctr 0.00 Ctr Ctr 0.00 Ctr Ctr 0.00 Ctr Ctr 0.00 Ctr-0.5 0.67 Ctr Ctr 0.00 Ctr Ctr 0.00 Ctr Ctr 0.00 Ctr Ctr 0.00 Ctr Ctr 0.00 Ctr Ctr 0.00 Ctr Ctr 0.53 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 & 02 OH Loading Soffit psf 2.0 Prevent truss rotation at all bearing locations. Refer to Gen Det 3 series for web bracing and plating. 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 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.2 psf BC Dead Load : 6.0 psf Max comp. force 152 Lbs Quality Control Factor 1.25 00 1/ CS • • .4--- nt (a) t 61 EeAk 3� M (2) #5 re beyond op do not re 2) #5 rebar :o extend 24 .aches beyond opening. Reinforcement for openings in plain concrete ar to extend ning. Doorway: uire rebar in in bottom of opening. 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. * 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' (0.61 m) 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 2 Z_ 21 A -- LINTEL - 24" 0.6 m L>_2'(0.61m) 24" '0.6 m WALL REINFORCEMENT AS REQUIRED SEE TABLE R611.7(2), R611.7(3), R611.7(8), R611.7(9) OR R611.7(10) For SI: 1 inch = 25.4 mm. NOTE: Section cut through flat wall. OPEN REINFORCEMENT AS REQUIRED PER TABLE R611.7(1) FIGURE R611.7(2) REINFORCEMENT OF OPENINGS 1.5 IN. MIN. 2.5 IN. MAX. - A 1.5 IN. MIN. 2.5 IN. MAX. 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 mm) on center. For all buildings in Seismic Design Categories Dl 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 mm) 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 Dt 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 1/2 -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 11/2 (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: L< 2 (0.61) None required None required Flat, Waffle-, and Screen -Grid: L >_ 2 (0.61) Provide lintels in accordance with Section R611.7.3. Provide one No. 4 bar within 12 inches (305 nun) from the 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 less than or equal to 110 mph (177 km/hr) or in Seismic Design Categories A and B, provide one No. 4 bar for the full height of the wall story within 12 inches (305 mm) of each side of the opening. In locations with wind speeds greater than 110 mph (177 km/hr), townhouses in Seismic Design Category C, or all buildings in Seismic Design Categories D, and D2, 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 = 1.609 km/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 ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. 172 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS',b,c,a,r NO. 4 BOTTOM BAR SIZE MINIMUM LINTEL THICKNESS, T (inches) LINTEL DEPTH, D (inches) MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, Ar 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 8 4-9 4-2 3-10 3-4 3-5 3-1 (1-2) (0-9) (0-8) (0-6) (0-6) (0-5) 12 6-8 5-5 5-0 4-5 4-6 4-0 (1-11) (1-3) (1-1) (0-10) (0-10) (0-8) 3.5 16 7-11 6-5 6-0 5-3 5-4 4-10 (2-9) (1-9) (1-6) (1-2) (1-2) (1-0) 20 8-11 7-4 6-9 6-0 6-1 5-6 (3-5) (2-3) (1-11) (1-6) (1-7) (1-3) 24 9-10 8-1 7-6 6-7 6-9 6-1 (4-1) (2-9) (2-4) (1-10) (1-11) (1-6) 8 5-2 4-2 3-10 3-5 3-5 3-1 (1-10) (1-2) (1-01 (0-9) (0-10) (0-8) 12 6-8 5-5 5-0 4-5 4-6 4-1 (3-0) (2-0) (1-9) (14) 1 (1-4) (1-1) 5.5 16 7-10 6-5 6-0 5-3 5-4 4-10 (4-1) (2-9) (2-5) (1-10) (1-11) (1-7) 20 8-10 7-3 6-9 6-0 6-1 5-6 (5-3) (3-6) (3-1) (2-4) (2-5) (2-0) 24 9-8 8-0 7-5 6-7 6-8 6-0 (6-3) (4-3) (3-8) (2-11) (3-0) (2-5) 8 5-2 (2-6) 4-2 (1-8) 3-11 (1-5) 3-5 (1-1) 3-6 (1-1) 3-2 (0-11) 12 6-7 (4-0) 5-5 (2-8) 5-0 (24) 4-5 (1-10) 4-6 (1-10) 4-1 (1-6) 7.5 16 7-9 (5-5) 6-5 (3-8) ' 5-11 (3-3) 5-3 (222-6), 5-4 (2-7) 4-10 (2-2) 0 8-8 7-2 6-8 5-11 6-0 5-5 (6-10) (4-8) (4-2) (3-3) (3-4) (2-9) 24 9-6 (8-2) 7-11 (5-8) 7-4 (5-1) 6-6 (3-11) 6-7 (4-1) 6-0 (3-4) 8 5-2 (3-1) 4-2 (2-1) 3-11 (1-9) 3-5 (1-5) 3-6 (1-5) 3-2 (1-2) 9.5 12 6-7 (5-0) 5-5 (3-4) 5-0 (3-0) 4-5 (2-4) 4-6 (2-5) 4-1 (1-11) 16 7-8 (6-9) 64 (4-7) 5-11 (4-2) 5-3 (3-3) 5-4 (3-4) 4-10 (2-81 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) bcdt NO. BOTTOM BAR SIZE MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LOAD-BEARING WALLSa• " e MINIMUM LINTEL THICKNESS, T LINTEL DEPTH, D MAXIMUM CLEAR SPAN, (feet -inches) (Number is miaow ui upa, g, es, Supporting Roof Supporting Light Framed 2nd Story and Roof Supporting ICFSecondand Story and Ground Snow Load 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf (inches) 3.5 (inches) 8 4-9 (1-2) 4-2 (0-9) 3-11 (0-8) 3-7 (0-6) 3-7 (0-6) 3-5 (0-5) 12 7-2 (1-11) 6-3 (1-3) 5-11 (1-1) 5-5 (0-10) 5-5 (0-10) 5-0 (0-8) 16 9-6 (2-9) 8-0 (1-9) 7-4 (1-6) 6-6 (1-2) 6-7 (1-2) )1' (4 20 11-1 (3-5) 9-1 (2-3) $ 4 t r u Ea 24 5.5 8 5-6 (1-10) 4-10 (1-2) 4-7 (1-0) 4-2 (0-9) 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) 1) 16 9-9 (4-1)20 ( 9 2 ( 0) r (1 )1) (1 zy� -Or 34';7.5 69 s 24 . 12-0 -gym LE 9 t 82 5 83 F 7.5 8 6-1 (2-6) 5-2 (1-8) 4-9 (1-5) 4-3 (1-1) 4-3 (1-1) s (0 13) 12 8-2 (4-0) 2 8) 4) 1 1 16 1� '��c �'^4 � € ��b� �rL; al�i•�i „Jig' �'4 ' w � f '4 lZ_ tdj Y �f �� ""a e''" � . 20 k�"xC'��P� 7 24 9.5 8 6-4 5-2 (3-1) (2-1) 4-10 (1-9) 12 16 fir' ����`.� A� "b li��'Tj, i"� ��i ' �✓� X. '� � ��7 Y 20 24 �y.F. %��^�i i�M1,`�. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN/m', 1 pound per square foot = 0.0479 kN/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 1.2 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 criterion: L1240. 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. 174 2003 INTERNATIONAL RESIDENTIAL CODE® city of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Sprauge Avenue, #106, Spokane Valley, Washington 99206 - Tel 509-921-1000 - Fax 509-921-1008 1-1/4" to 2" maximum Nosing of trca. 34"-38" Handrail Return ends to wall, or terminate at newell post Triangular area formed by tread, riser and guardrail so that 6 in sphere can not pass through 6' 8" minimum 34" — 38" Tntcrmediate rail spacing or pattern so that 4 -inch sphere cannot pass through REQUIRED WIDTH OF RU NS HALL BEPROVIDED INTHIS LOCATION (SECTION 1003.3.3.8.2) r MIN. a NOTE: HANORAtLS NOT SHOWN FOR CLARITY t. • REQUIRED WIDTH OFI UNSHALL H EPRO VID ED TNTHIS LOCATION ECTION 1003.3.3.8.2) NOTE: HANDRAILS isNOT SHOWN FOR CLARITY � -6MtN STAIRWAY WIDTH LIMITATION: APPLIES TO R-3 OCCUPANCY • (SECTION 1003.33.82) AND PRNATE STAIRWAYS IN R-1 OCCUPANCY PLAN VIEW WINDING STAIRWAY PLAN VIEW CIRCULAR STAIRWAY WALL PLAN VIEW ALTERNATE USE OF WINDERS MAXIMUM 91Q -MCH R!SE BETWEEN TREADS e `.` 71Q' MtIL CENTER SUPPORT COLVIAN LIMITATIONS: 1. ONLY APPLIES TO R.3 OCCUPANCY AND PRIVATE STAIRWAYS N R-1 OCCUPANCIES. 2 LIMITED TO SERVING AS EXIT FOR 400 SOUARE FEET MAXIMUM. PLAN VIEW SPIRAL STAIRWAY Stair Dimensions Width (36" minimum)) „ s,IS Rise (4" minimum maximum) Run (minimum) The greatest riser hcight within any flight of stairs shall not exceed the samllest by more than 3/8". Stair trcads shall bc of uniform size and shape, cxccpt the largest tread run within any flight of stairs shall not cxcccd the smallest H 1b more than 3/8 inch. drails --At, -Vi �� AAA. X ty " 1 One required (two required if stair is open on sides) if there arc four or morc 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 bc returned or shall terminate in newel posts or safety terminals. Guardrails 1 Required if 30" or morc above grade. 1 Height (36" high at landings - handrail hcight atsteps). 1 Openings (small enough that a 4" diameter sphere can not pass through). ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL tg{ Ey�ii"iFri. KtlllillYlyY; wiii,11Nii'iii!i illi WALL !i!l!i!i0i-I:imiltti!if11;..!ol r woos, HAN ■ c - AIRS HANDRAIL 11116.- 1116_ eloIll+Iiii ig%,» xiu!•",">•;• fli"kir. ,; i s•ri -.•::. __ WALL NOT ACCEPTABLE THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH • THE "CONTINUOUS' TERMINOLOGY IN THE CODE. HANDRAIL CONTINUITY 1*re MIN 4.1/C TO r 1'hf �. MIN. 1-11eTOr NOTACCEPTABLE 1.114" 1 `h' TOr. MIN 3'h"MAX_ NOT ACCEPTABLE ote 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- • 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. R311.5.6.3 Handrail grip size. All required handrails shall be of one of the following types or provide equiva- lent graspability. 1. Type I. Handrails with a circular cross section shall have an outside diameter of at least 1'/4 inches (32 mm) and not greater than 2 inches (51 mm). If the handrail is not circular it shall have a perimeter di- mension of at least 4 inches (102 mm) and not greater than 63/4 inches (160 mm) with a maximum cross section of dimension of 2'/4 inches(57 mm). 2. Type II. Handrails with a perimeter greater than 6'/4 inches (160 mm) shall provide a graspable finger re- cess area on both sides of the profile. The finger re- cess shall begin within a distance of 3/4 inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (8 mm) within 78 inch (22 mm) below the widest por- tion of the profile. This required depth shall con- tinue for at least 3/8 inch (10 mm) to a level that is not less than 13/4 inches (45 mm) below the tallest por- tion of the profile. The minimum width of the hand- rail above the recess shall be 11/4 inches (32 mm) to a maximum of 23/4 inches (70 mm). Edges shall have a minimum radius of 0.01 inches (0.25 mm). R311.5.7 Illumination. All stairs shall be provided with il- lumination in accordance with Section R303.6. R311.5.8 Special stairways. Circular stairways, spiral stairways, winders and bulkhead enclosure stairways shall comply with all requirements of Section R311.5 except as specified below. R311.5.8.1 Spiral stairways. Spiral stairways are per- mitted, provided the minimum width shall be 26 inches (660 mm) with each tread having a 7'/2 -inches (190 mm) minimum tread depth at 12 inches from the narrower edge. All treads shall be identical, and the rise shall be no more than 91/2 inches (241 mm). A minimum headroom of 6 feet 6 inches (1982 mm) shall be provided. R311.5.8.2 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures, not part of the required building egress, providing access from the outside grade level to the basement shall be exempt from the require- ments of Sections R311.4.3 and R311.5 where the maxi- mum height from the basement finished floor level to grade adjacent to the stairway does not exceed 8 feet (2438 mm), and the grade level opening to the stairway is covered by a bulkhead enclosure with hinged doors or other approved means. R311.6 Ramps. R311.6.1 Maximum slope. Ramps shall have a maximum slope of one unit vertical in eight units horizontal (12.5 -per- cent slope). R311.6.2 Landings required. A minimum 3 -foot -by -3 -foot (914 mm by 914 mm) landing shall be provided: 1. At the top and bottom of ramps, 2. Where doors open onto ramps, 3. Where ramps change direction. 2003 INTERNATIONAL RESIDENTIAL CODE® BUILDING PLANNING R311.63 Handrails required. Handrails shall be provided on at least one side of all ramps exceeding a slope of one unit vertical in 12 units horizontal (8.33 -percent slope). R311.6.3.1 Height. Handrail height, measured above the finished surface of the ramp slope, shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm). R311.6.3.2 Handrail grip size. Handrails on ramps shall comply with Section R3111.5.6.3. a r R311.6.3.3 Continuity. 'H h iai s where required on ramps shall be continuous for the full length of the ramp. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1.5 inches (38 mm) between the wall and the handrails. SECTION R312 GUARDS R312.1 Guards required. Porches, balconies or raised floor surfaces located more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 36 inches (914 mm) in height. Open sides of stairs with a total rise of more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 34 inches (864 mm) in height measured vertically from the nosing of the treads. Porches and decks which are enclosed with insect screening shall be provided with guards where the walking surface is lo- cated more than 30 inches (762 mm) above the floor or grade below. R312.2 Guard opening limitations. Required guards on open sides of stairways, raised floor areas, balconies and porches shall have intermediate rails or ornamental closures which do not allow passage of a sphere 4 inches (102mm) or more in di- ameter. Exceptions: 1. The triangular openings formed by the riser, tread and bottom rail of a guard at the open side of a stairway are permitted to be of such a size that a sphere 6 inches (152 mm) cannot pass through. 2. Openings for required guards on the sides of stair treads shall not allow a sphere 43/8 inches (107 mm) to pass through. SECTION R313 SMOKE ALARMS [F] R313.1 Smoke alarms. Smoke alarms shall be installed in the following locations: 1. In each sleeping room. 2. Outside each separate sleeping area in the immediate vi- cinity of the bedrooms. 3. On each additional story of the dwelling, including base- ments but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, 51 WASHINGTON STATE AMENDMENTS R311.6.3.3 Continuity. Handrails where required on ramps shall be continuous for the full length of the ramp. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1.5 inches (38 mm) between the wall and the handrails. At least one handrail shall extend in the direction of ramp run not less than 12 inches (305 min) horizontally beyond the top and bottom of the ramp runs. (Insert Facing Page 52) Effective 7/01/04 %by Scale I 22/ cNk SITE PL/AJ Proper•+y Gorner t Ai'vs Th PowER • 459 20' (mrafie co — ——— — c ((" 11003 i". chip:re Ave Pr&per' / 018,5'6° Sp The Westerly half of that portion of Lot 1, Block 4, GRANDVIEW ACRES, according to plat recorded in Volume "K" of Plats, Page 12, lying Southerly of the spur tract right of way of the Spokane International Rallway Co.; TOGETHER WITH that portion of vacated Williams Street which attaches by operation of law, in Spokane County, Washington. Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 y�t.C�4 L g eAa �- Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 ✓ �C Min. 16,18 or 20 in. 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