Loading...
2006, 10-06 Permit App: 06003923 Residence Project Number: 06003923 , Inv: 7 Application Date: 10/6/2006 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: SFR,GAS HEAT,ON SEWER Contact: HESSE,ERIC J Address: 2526 S FREYA C-S-Z: SPOKANE,WA 99223 Setbacks:Front Left: Right: Rear: Phone: (509)953-6678 Group Name: Site Information: Project Name: Plat Key: Name: SHP-16-03 District: Sout Parcel Number: 35244.9076 Block: Lot: SiteAddress: 7206 E 12TH AVE Owner:Name: HESSE,ERIC J Address: 2526 S FREYA Location::CSV SPOKANE,WA 99223 Zoning: UR-3.5 Urban Residential 3.5 Water District: 020 EAST SPOKANE Hold: ❑ Area: 13,056 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: t.. � e .� o_ Review Flood Plain Released By: Originally Released: 10/2/2006 By: amblake Building Plan Review Released!By: Originally Released: 10/6/2006 By: TMELBOU Driveway/Approach Released By. Originally Released: 10/6/2006 By: amblake Landuse/Zoning/HE Conditions Released',By: Originally Released: 10/6/2006 By: mharnois Operator: AMB Printed By: AMB Print Date: 10/6/2006 Project Number: 06003923 , Inv: 1 Application Date: 10/2/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: SFR,GAS HEAT,ON SEWER Contact: HESSE,ERIC J Address: 2526 S FREYA C-S-Z: SPOKANE,WA 99223 Setbacks:Front Left: Right: Rear: Phone: (509)953-6678 Group Name: Site Information: Project Name: Plat Key: Name: SHP-16-03 District: Sout Parcel Number: 35244.9076 Block: Lot: SiteAddress: 7206 E 12TH AVE Owner:Name: HESSE,ERIC J Address: 2526 S FREYA Location::CSV SPOKANE,WA 99223 Zoning: UR-3.5 Urban Residential 3.5 Water District: 020 EAST SPOKANE Hold: ❑ Area: 13,056 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Flood Plain Released$ y.. Originally Released: 10/2/2006 By: amblake Building Plan Review Released By c d ''c (© Driveway/Approach Released By: Landuse/Zoning/HE Conditions Released By. S__7,21 /_%:_, //, 46/ p Sewer Review Released By: Operator: AMB Printed By: AMB Print Date: 10/2/2006 Project Number: 06003923 , Inv: 1, Application Date: 10/6/2006 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Sewer Review Released By: Approach Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount APPROACH-CONST IN ROW 1 NUMBER OF $50.00 Permit Total Fees: $50.00 Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB 1,164 $100,534.68 1,164 $100,534.68 BASEMENT U R-3 VB 1,164 $17,460.00 1,164 $17,460.00 DECK OPEN R-3 VB 150 $2,250.00 150 $2,250.00 GAR WOOD U-1 VB 1,244 $23,636.00 1,244 $23,636.00 Totals: 3,722 $143,880.68 3,722 $143,880.68 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $1,240.15 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $496.06 Permit Total Fees: $1,740.71 Mechanical Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount GAS WATER HEATER 1 NUMBER OF $10.00 GAS APPLIANCE<=100,000BTU 1 NUMBER OF $12.00 GAS PIPING 1 #OF UNITS $1.00 HEAT PUMP OR A/C 0-3 TONS 1 NUMBER OF $12.00 CLOTHES DRYER 1 NUMBER OF $10.00 RANGE 1 NUMBER OF $10.00 GAS LOG OR GAS INSERT 1 NUMBER OF $10.00 Permit Total Fees: $65.00 Operator: AMB Printed By: AMB Print Date: 10/6/2006 Project Number: 06003923 , Inv: 1, Application Date: 10/6/2006 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Plumbing Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 2 NUMBER OF $12.00 SINKS 3 NUMBER OF $18.00 SHOWERS 1 NUMBER OF $6.00 DISH WASHERS 1 NUMBER OF $6.00 CLOTHES WASHER 1 NUMBER OF $6.00 FLOOR DRAINS 1 NUMBER OF $6.00 MISCELLANEOUS FIXTURES 1 NUMBER OF $6.00 WATER PIPING-DWV 3 NUMBER OF $18.00 Permit Total Fees: $78.00 All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. Flat portion of a residential approach to be minimum of 16'wide,maximum of 30'wide and combined approach width not to exceed 50%of total frontage. (A)0 THE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW. (B)❑SOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW, CONSTRUCTION INSPECTION AND SURVEYING. Minimum of 7.5' from each property line,5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. Payment Summary• w Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Approach $50.00 $50.00 $0.00 $50.00 Building Permit $1,740.71 $1,740.71 $0.00 $1,740.71 Mechanical Permit $65.00 $65.00 $0.00 $65.00 Plumbing Permit $78.00 $78.00 $0.00 $78.00 $1,933.71 $1,933.71 $0.00 $1,933.71 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: 10/6/2006 Permit Center, l'_:.< r S iorkane 11707E Sprague Ave, Suite 106 I ',1 PERMttI Y JMBER 9 a'3 .000Vpalle�7 Spokane Valley,WA 99206 SEP RM E: .7 (509)688-0036 FAX: (509)688-0037 "Th Community Development www.spokanevalley.org ) [ � �`,, I I i 11 1 i ; !1u � � Residential Construction a New Construction n Accessory Bldg Permit Application Addition/Remodel n Deck n Other: SITE ADDRESS 7206 E. 12th Ave. ASSESSORS PARCEL NO: g .G-2Lit-i.ci07b LEGAL DESCRIPTION: 1-oT2 OF S1-III -lb-03 K lq PG26 Building Owner: Contractor: Name: Rlr E_3 i Name: ()woe(- Address: -524, 5 p ya Address: City: c000k.NE State: VV4 Zip: 77213 City: State: Zip: Phone: 001) IS;_�,6 i g Fax: Phone: Fax: I Contractor Lic No: Exp Date: Contact Person City Business Lic.No: Name: LA1L HE55E Phone: 4714/) i S 3 an Describe the scope of work in detail: Cost of Project: $ 130,000 k< **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: / DIMENSIONS: #OF STORIES: TOTAL HABI ABLE SPACE: 17 so' CS'f1 I �t2 //G,'Y MAIN FLOOR TO SQ. 2"D FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: N/A ..J4'r a 7 r(Pc/ AREA: s`fi/s f z FINISHED BASEMENT GARAGE SQ. FTG: L I DECK/COV. PATIO SQ. FTG: 30% SLOPES ON f SQ. FTG: 0 2`'7`T 150 0V PROPERTY: NO #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? I PI-ATFOOA NA-T. (efts wER 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 _ 74444._ Date (1/27/04 Method of Payment: 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 • hPermit Center c„nA`rkane 1 11707E Sprague Ave;Suite 106 �.r/ PERMIT NUMBER: Spokane Valley,WA 99206 (509)688-0036 FAX:(509)688-0037 Community Development www.spakanevalley.ore PERMIT FEE: Mechanical Permit Application ❑ Commercial ® Residential SITE ADDRESS: 7206 C: iti /flit. Building Owner Name: ale_ Fi-SS Phone: (sem)cis----s- .,. 11 Fax: Address: !zSG6 S, FizEy4 City: SpoK k State: wh Zip: C17223 Contractor Name: o„er Phone: Fax: Address: City: State: Zip: License No: City Business Lic: Contact Name: C-t,;t }{egse.„, Phone: DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 1 X $12.00 = /1 2 FUEL BURNING APPLIANCE More than 100,000 X $15.00 = 3 UNLISTED APPLIANCE(Additional Fee) Equal to or less than 400,000 X $50.00 = 4 UNLISTED APPLIANCE(Additional Fee) More than 400,000 X $100.00 = 5 USED APPLIANCE(WSEC min.AFUE rating) Equal to or less than 400,000 X $50.00 = 6 USED APPLIANCE(WSEC min.AFUE rating) More than 400,000 X $100.00 = 7 BOILER/REFRIGERATION 1-100M BTU X $12.00 = 8 BOILER/REFRIGERATION 101 -500M BTU X $20.00 = 9 BOILER/REFRIGERATION 501-1,000M BTU X $25.00 = 10 BOILER/REFRIGERATION 1,001 -1,750M BTU X $35.00 = 11 BOILER/REFRIGERATION More than 1,750M BTU X $60.00 = 12 GAS LOG,GAS INSERT,GAS FIREPLACE I X $10.00 = to 13 RANGE I X $10.00 = 10 14 DRYER 1 X $10.00 = I0 15 FUEL BURNING WATER HEATER I X $10.00 = jC 16 MISC.FUEL BURNING APPLIANCE X $10.00 = 17 GAS PIPING(each outlet) + X $1.00 = I 18 DUCT SYSTEMS X $10.00 19 VENTILATING FANS X $10.00 = 20 AIR HANDLER(DOES NOT include ducting) Equal to or less than 10,000 CFM X $12.00 = 21 AIR HANDLER(DOES NOT include ducting) Greater than 10,000 CFM X $15.00 = 22 EVAPORATIVE COOLERS X $10.00 = 23 TYPE I HOOD X $50.00 = 24 TYPE II HOOD X $10.00 = 25 HEAT PUMP/AIR CONDITIONER 0-3 TON I X $12.00 = 1 Z 26 AIR CONDITIONER 3-15 TON X $20.00 = 27 AIR CONDITIONER 15-30 TON X $25.00 = 28 AIR CONDITIONER 30-50 TON X $35.00 = 29 AIR CONDITIONER More than 50 TON X $60.00 = 30 LPG STORAGE TANK X $10.00 = 31 WOOD OR PELLET STOVE/INSERT X $10.00 = 32 WOOD STOVE-FREE STANDING X $25.00 = 33 REPAIR&ADDITIONS X $15.00 = 34 VENTILATION SYSTEMS X $12.00 = 35 VENTILATION MECHANICAL EXHAUST X $12.00 = 36 INCINERATOR-RESIDENCE X $19.00 = 37 INCINERATOR-COMMERCIAL X $22.00 = METHOD OF PAYMENT: SUBTOTAL 6$,00 ❑CASH 0 CHECK 0 VISA 0 MC EXPIRES: PROCESSING FEE $35.00 CARD#: VIN: TOTAL PERMIT FEE DUE: $ 100:0" AUTHORIZED SIGNATURE: ' / -- REVISED 8/26/05 �/�,_ Permit Center 5�"'"` - 1 11707E Sprague Ave;Suite 106 l' PERMIT NUMBER: .0...Valley Valley,WA 99206 (509)688-0036 FAX:(509)688-0037 PERMIT FEE: Community Development www.spokanevalley.ore Plumbing Permit Application ❑ Commercial X,Residential SITE ADDRESS: Building Owner Name: ata. HESE Phone: (vi)45-3.-676- Fax: Address: 2_s--2, 5, FRE yA City: S poK(rl E State: w4 Zip: 17713 Contractor Name: dw4er Phone: Fax: Address: City: State: Zip: License No: City Business Lic: Contact Name: r glC Hess Phone: (co ci) 153"6c7g — DESCRIPTION OF WORK ` #OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET,BIDETS Z X $6.00 = 17' 2 URINALS X $6.00 = 3 TUBS X $6.00 = / 4 SHOWERS(PER TRAP) BATH,STALL,ON-SITE BUILT I X $6.00 = 6 LAYS/BASINS,BAR,FLOOR,KITCHEN, 5 SINKS LAUNDRY,UTILITY,JANITOR,PHOTO, 3 X $6.00 = i i X-RAY,FOOD,PREP/CULINARY MEAT 6 DISHWASHER f X $6.00 = 67 7 CLOTHES WASHER I X $6.00 = 6 8 GARBAGE DISPOSAL X $6.00 = 9 WATER SOFTENER X $6.00 = 10 ELECTRIC HOT WATER TANK NOTE: IF GAS,SEE MECHANICAL X $6.00 - = AREA,CASE,COIL,TRENCH, 11 FLOOR DRAINS CONDENSATE ' X $6.00 = 12 ROOF DRAINS/OVERFLOW DRAINS X $6.00 = 13 FOUNTAINS,DRINKING X $6.00 = WATER PIPING/DRAIN-IN WASTE, NSTALLATION,ALTERATION,REPAIR, 14 VENT,PLUMBING,REVERSAL REVERSALS X $6.00 = 15 SEWAGE EJECTOR GRINDER,SUMP PUMP X $6.00 = ICE AN/OR COFFEE MAKER,HOSE BIB, 16 WATER USING DEVICE STEAMER X $6.00 = ;t1 PROOFER,CARBONATOR,SWAMP COOLER VACUUM BREAKER,CHECK VALVE, AND R.P.B.P.D.FOR: VATS,TANKS, 17 CROSS CONNECTION DEVICE BOILERS X $6.00 = GREASE TRAP,SAND TRAP, 18 INTERCEPTORS CHEMICAL HOLDING TANK X $6.00 = 19 MEDICAL GAS(per outlet) NITROUS,OXYGEN X $6.00 = , f 20 MISCELLANEOUS PLUMBING FIXTURE ' X $6.00 = b 21 PRIVATE SEWAGE DISPOSAUSYS X $20.00 = 22 INDUSTRIAL WASTE INTERCEPTOR X $15.00 = SUBTOTAL 78.00 METHOD OF PAYMENT: PROCESSING FEE ❑CASH 0 CHECK 0 VISA 0 MC EXPIRES: y $35.00 Card# VIN: TOTAL PERMIT FEE DUE: LI 3p00 AUTHORIZED SIGNATURE: f REVISED 8/26/05 raT��>r tPermit Center PERMIT NUMBER: pUl�arie 11707 E Sprague Ave, Suite 106 .00.0\alley Spokane Valley,WA 99206 PERMIT FEE: (509)688-0036 FAX:(509)688-0037 Community Development www.spokanevalley.org Approach Permit Application PROJECT ADDRESS e• I Z START DA 11. ANTICIPA 1'ED COMPLETION DATE Building Owner: Contractor: Name: RAG AG RS Name: ®wNa r Address: �.S:),4 S, Fi?e'A Address: City: SNKA'K State: WA Zip: 99223 City: State: Zip: Phone:C1' 9$3 - b 6 7g° Fax: Phone: Fax: Contact Person Contractor Lic No: Exp Date: Name: EP1{, ets Sr City Business Lic.No: Phone: (.SO 0 9S3 -bog PROJECT DESCRIPTION (Provide site sketch) Residential Driveway Commercial/Industrial Driveway Existing Curb&Gutter Rural Road Section Culvert Installation Sidewalk Repair/Construction Other Conditions Bond/Insurance certification must be on file with the city. DISCLAIMER The permittee verifies,acknowledges and agrees by their signatures 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 - %I( Date ?/29 Method of Payment: ❑ Cash 0 Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 919/06 WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Glazing Glazing U-Factor Doors Wall12 Wall? Wall4 Slabs Option Area's: U- Ceiling2 Vaulted Above int end Floors on of floor Factor Ceng Grade Below Below _ Grade Vertical Overhead" 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-301 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. 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 STATEUNIVERSITY 1-7 ENERGY PROGRAM FIGURE 1 . ` CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side Elevation Extent of header (Two braced wall segments) "1 Extent of header (One braced wall segment) i ,, w • 1. y S ; Jf y ki O fl A i a P'T4 ° a . f ` ' f f >. wg f>,z " Sheathing filler oto =s:' o.:n>iel : ..•_.,� �'ik;.�. : +:, »#:�,�} � :f:a.,: � ,: � 1 m 1 ..3. t ,�....... . ..fit.... . . ;>f3>. 1 1 is , . (p:.p if needed _., ..u;.>3 +332^#:;:<:.>:>:f:<.fi:,i :,::> ii O4 0 fo..<;>:::., . :;....r,.. ..;.f ...;.;,...,,.:.>:v:.+.s+.,.. .:. . .:::.:..:......r:..:;;••.":`mo1.: �..., Y'p :04 2' to 18' (finished width) '�� a ' l 16d sinker o,ai ,a 1 1 1 p i 11. Q'°1 �4�ti1 Fasten sheathing to header with Top plate i+ ' l l X11"i °�' nails in 2 rows 'l 1 i d q a3" 1 1= •�a 11. ' 8d common nails in grid continuityis 1�•_ ,; i1 ,' @ 3" o.c. °l1 ;.[ 3" • V b° 40 i l 1 pattern as shown and o.c. in requiredper IP • d' # 1a'a pl 11 A; YI yy�`, (studssills) typ• R602.3.2 1 [ ,,. 7 1' °q a7Y :::,:'',"'i','.'•"':"'':".•-'''•"2-..,"......:4'..:''''' all framing and , , ,, °1a4 °la ; 1 1 > °l0 Q 1000 lb header- 1000 lb header-to-jack-stud strap I °;; ;°;o on both sides on both sides of opening °A rp, , l , ,' 11 .1 l of opening (Ref. I f 1 I. l '1 1 ▪q; ;_ (Install on backside as shown on . , ''°_ °'° No. LSTA24) _ Side Elevation, Ref. No. LSTA24) ' 1 =1:• •::•0•-•.••:;•:,.;••:•,,,,,;',,..-,m,.411= 11' 1 Y height Qwl '--- ;-,,•-,•,4.....:::':::::::::::::::::::':::...:::::,i4.47 1 1 1�� 1 1 1 �1°1 '1°I° 1 0' E°I ,t' Min. (2) 2x4 typ. t 1 , ;p Q at r i I Braced wall 1 1 I.IP 91 3 it.. tl 11 If panel splice is needed it shall segment per 1 l 1 °_ °,e '9147 I4lp R602.10.5 ' ; I; °;", ..,',° 3/8 min. =I t 1•4.: occur within 24" of mid-height. la=e •41q= <,°IR • thickness wood Blockingis not required. " ' ' ° 'n'a #1.',"1.:11,11,11111,1""0.1.•'" 9 /1, :i 1 1' 4' '1 ' structural panel 1= 1 1' 1= No. of 1 t i I 474j 14ta '_` Min. width based on 6:1 " I,. sheathing j tf O 44 ,,4=—_ _ �' jack studs I ; t " 1 l awl tq,9 height-to-width ratio: For , l : 1 41m[ 1°ta ,; ;;.' per table t t I R _°" example:16" min. for 8' height R502.5(1&2)&2 1 1 °,ot , I t 1 I; :1 1 ♦t°=,. : (0.- ( ) 1 A .i i 1, 4141 ;1°19 • al°I 141° 1 1 1 1: °IY!A i41e to; la. Min. 2"x2"x3/16" plate washer i I F pl°I .p • aL f a s�� F ur i a Il`a s' 'a I. ` Foundation code Anchor bolt per R403.1 .6 Typ. per Not to scale . • Reinforcement for openings in plain concrete 2) #5 rebar :o extend 24 • ----t .nches beyond i. (2) #5 resat to extend ipening. beyond opning. Doorway: do not resuire rebar in in bottom of opening. K 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 • • FIG R611.7(3) NO.4 CONTINUOUS BAR MIDDLE OF SPAN,A. R611G7(4) NOT REQUIRING STIRRUPS AS REQUIRED IN -611.7(5 SEE TABLE R611.7(2), R611.7(3), SECTION R611.7.1 R611.7(4), R611.7(5),OR R611.7(8) TOP OF WALL STORYA R6FIIG7(6) LINTEL REINFORCEMENT 611.7(7 AS REQUIRED --------------- - ? E- -1 - co A i Z NLINTEL - . - — — ----1- iii %/ / L7 ///i /// >_L 2' (0.61 m) __24°_ 10.6 m) :0.6 m) I I I ‘---"---01;ET-:1 REINFORCEMENT WALL REINFORCEMENT AS REQUIRED PER AS REQUIRED TABLE R611.7(1) FIGURE R611.7(2) REINFORCEMENT OF OPENINGS 1.5 IN.MIN. 2.5 IN.MAX. T-I I i ■■i ■■1 ■■1 il NO.4 BAR LINTEL ■■ I..I REINFORCEMENT REQUIREDSEETABLER611.7(2), j WALL CONSTRUCTION R611.7.1.3 Horizontal steel. Concrete walls with a screen-grid walls over the length of the opening.When the minimum thickness of 4 inches(102 mm)shall have a depth of concrete above the opening is less than 12 inches minimum of one continuous No.4 horizontal reinforc- for flat or waffle-grid walls,lintels in accordance with Sec- ing bar placed at 32 inches(812 mm)on center with one tion R611.7.3 shall be provided. Reinforcement around bar within 12 inches (305 mm) of the top of the wall openings shall be provided in accordance with Table story. Concrete walls 5.5 inches (140 mm) thick or R611.7(1)and Figure R611.7(2).All reinforcement placed greater shall have a minimum of one continuous No.4 horizontally above or below an opening shall extend a mini- horizontal reinforcing bar placed at 48 inches (1219 mum of 24 inches(610 mm)beyond the limits of the open- mm) on center with one bar located with in 12 inches ing. Wall opening reinforcement shall be provided in (305 mm)of the top of the wall story. addition to the reinforcement required by Sections R611.3, For townhouses in Seismic Design Category C, the R611.4, R611.5 and R611.7.1. The perimeter of all wall minimum horizontal reinforcement shall be one No. 5 openings shall be framed with a minimum 2-inch by 4-inch at 24 inches(610 m)on center or one No.4 at 16 inches plate,anchored to the wall with 1/Z inch(12.7 mm)diameter (407 mm)on center.For all buildings in Seismic Design anchor bolts spaced a maximum of 24 inches(610 mm)on Categories D and D , the minimum horizontal rein- mcenter.The bolts shall be embedded into the concrete a mini- forcement shall be one No.5 at 18 inches(457 mm)on mum of 4 inches(102 m)and have a minimum of 11/2(38 center or one No.4 at 12 inches(305 mm)on center. mm)inches of concrete cover to the face of the wall. Horizontal reinforcement shall be continuous around Exception: The 2-inch by 4-inch plate is not required building corners using corner bars or by bending the where the wall is formed to provide solid concrete bars.In either case,the minimum lap splice shall be 24 around the perimeter of the opening with a minimum inches (610 mm). For townhouses in Seismic Design depth of 4 inches(102 mm)for the full thickness of the Category C and for all buildings in Seismic Design Cat- wall. egories D1 and D2,each end of all horizontal reinforce- R611.7.3 Lintels. ment shall terminate with a standard hook or lap splice. R611.7.1.4 Lap Splices.Where lap splicing of vertical R611.7.3.1 General requirements. Lintels shall be or horizontal reinforcing steel is necessary, the lap provided over all openings greater than or equal to 2 feet splice shall be in accordance with Figure R611.7.1.4 (610 mm) in width. Lintels for flat ICF walls shall be and a minimum of 40db,where db is the diameter of the constructed in accordance with Figure R611.7(3) and smaller bar. The maximum distance between Table R611.7(2) or R611.7(3). Lintels for waffle-grid noncontact parallel bars at a lap splice shall not exceed ICF walls shall be constructed in accordance with Fig- 8db 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 R611.7.1.5 Standard hook.Where the free end of a re- constructed in accordance with Figure R611.7(6) or inforcing bar is required to have a standard hook, the Figure R611.7(7). Lintel construction in accordance hook shall be a 180-degree bend plus 4db extension but with Figure R611.7(3) shall be permitted to be used not less than 2V2 inches,or a 90-degree bend plus 12db with waffle-grid and screen-grid ICF wall construction. extension. Lintel depths are permitted to be increased by the height R611.7.2 Wall openings.Wall openings shall have a mini- of the ICF wall located directly above the opening,pro- mum of 8 inches(203 mm)of depth of concrete for flat and vided that the lintel depth spans the entire length of the waffle-grid ICF walls and 12 inches (305 mm) for opening. TABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS WALL TYPE AND MINIMUM HORIZONTAL MINIMUM VERTICAL OPENING WIDTH(L)(feet) OPENING REINFORCEMENT 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 km/hr)or in Seismic Design Categories A and B,provide one No.4 Provide lintels in accordance with Section R611.7.3. bar for the full height of the wall story within 12 inches(305 mm)of Flat,Waffle-,and Provide one No.4 bar within 12 inches(305 mm)from the each side of the opening. Screen-Grid: bottom of the opening.Top and bottom lintel L>_2(0.61) reinforcement shall extend a minimum of 24 inches(610 In locations with wind speeds greater than 110 mph(177 km/hr), mm)beyond the limits of the opening. townhouses in Seismic Design Category C,or all buildings in Seismic Design Categories D,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=1.609 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 r TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa,b,c,d,t NO.4 BOTTOM BAR SIZE MAXIMUM CLEAR SPAN,(feet-inches) (Number is Middle of Span,A)e Supporting Light Framed Supporting ICFRoof Second Story Supporting Roof Only 2nd Story and Roof and MINIMUM LINTEL Ground Snow Load THICKNESS,T LINTEL DEPTH,D (inches) (inches) 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) •, a a* -mow. `.�- ' „, , '2 :'`.a -. 12 6-8 55 • 1„, t , , , 415 , €� 1 (1-11) (1-3) .. ' '1 ,. q@ � .��A-.,., q _ .�. ki )# ,._ '.� ° ` 3.5 16 '1124 ova : 20 ^* « ° @ . q' ‘ ) _,*%a.--=:- kA 3 3•2'la4 ,-- occrf @ ' 8 5-2 42 @ ° @ 12 @e 4 t@ , 5.5 16 t PrisWi 20 f s tYgifit e °Ist @ 24 ,,@ z °. : Z, $ rfiR4 $1144 t ` sc6 @12 t.i.,, em @ft {,a .�7.5 16 - .� t °20 t a @at ° °g 424 ; 8 -. , 16 1 .1 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:[/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. ® 173 2003 INTERNATIONAL RESIDENTIAL CODE WALL CONSTRUCTION TABLE R611.7(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa,b,o,e,t NO.5 BOTTOM BAR SIZE MAXIMUM CLEAR SPAN,(feet-inches)(Number is Middle of Span,A)e Supporting Light Framed 2nd Story Supporting ICF Second Story and Supporting Roof and Roof Roof MINIMUM LINTEL Ground Snow Load THICKNESS,T LINTEL DEPTH,D (inches) (inches) 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf 8 4-9 4-2 3-11 3-7 3-7 3-5 (1-2) (0-9) (0-8) (0-6) (0-6) (0-5) 12 7-2 6-3 5-11 5-5 5-5 5-0 (1-11) (1-3) (1-1) (0-10) (0-10) (0-8) 3.5 16 9-6 8-0 7-4 6-6 6-7 ,;�T , " i, (2-9) (1-9) (1-6) (1-2) (1 2) a 11-1 9-1 'A 20 (3-5) (2-3) 241,4'2'1's',4.'41`Fa:00.4 *-', t'*-14.3-WIV r4.,2A111.t, -'400.04,1,-,-:••••*41..ii;V:49idiPx. .'f,t.luilik .,'°.i.P's:°"". 'v;,•: iv,...-t.,,,,,,wr 8 5-6 4-10 4-7 4-2 4-2 3-10 (1-10) (1-2) (1-0) (0-9) (0-10) (0-8) 8-3 6-9 6-3 5-6 5-7 "' 12 • (3-0) (2-0) (1-9) (1-4) (1-4) 9944. . , 5.5 16 (4-1) 20 . 24 k., - � 3 4 ,i 4. ' ' .F 6-1 5-2 4-9 4-3 8 (2-6) (1-8) (1 5) (1-1) 12 (40) 7.5 16 20 24 ' t .'' i ' Y • t . .1t�. .. ,, $ '.. � s ,r°may a a,; s e. 8 6-4 5-2 4-10 i' •`, , (3-1) (2 1) (1-9) . ' ' 4 -x - 12 � F VA 9.5 16 RRVe i f 1: .- 20 x e 4 4 , 8 24 a F 6 � ' �t 6 , - � k 4 P -8)-• ^, ).., '0 i�.... ' (6.11) � , a�`�,^,6 5',xa - ', . �, .) For SI: 1 inch=25.4 mm,1 foot=304.8 mm,I 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: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 dig 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® 13,056 sq ft . Site Plan N N.T.S. 1 \ / f- v t t t 1 I 1 I I 1 1 r— 36' 1 14' 1 1 1 I I . I . 1 _ 1 20' 16' 1 I :1 36' 14' , 1 I39'5 I I I 7'9— b to cq co 1178 sq ft — ! I i , 1 E0 i , 0 11 1 i , 1 12' 1 1 1I .1 in I II 1_ 6' II 1227 sq ft 1 , =3 ' 1 01 T / 1 1 ---;-- 't I ---6 t c i 32' 1 ' , \ I I 1 I \ I b C., ,..7... 11 -,:-1 1 - -,-. 7206 E. 12th Ave. __ Sewer stub i 1 Water { , 9/27 Meter i 1 _ 7' _ 12th Ave ' - . . [ OMT VIEW ` -*~ -----' ~`. | ' ' - -------1.r /| . -� . -----__--__ _'--| `! � / -' - , ! ' | / I | � . � T _ | | ' � _ |; | ]�| _ �- _ |. / | | I _ ![ / ' /�| — -L | _��____ _ ] ��ros/ .' 't:. ;/ /�"7 . -J 'KEN< VIw to '1 1 11 ' 1 I ' r 47 i H ` 7 1_ 1 --t T1-11 si i'�n� 1 LEFT U«\n/ i 1 / i 1 —I 11 II ri-rI Foundation Plan NTS 5C/ 20 - 1 14' 1 7 r CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) FOUNDATION WALLS-3000#PSI SLABS,GARAGES,CARPORTS &PORCHES-3500#PSI 15' 1 ALL FOOTINGS MUST BE CONT110011S 2 2ty 3510 Garage 12. - 6 9/27/06 - 1 , _ 10'6 1413 37 - - f 50' Minimum depth for frost protection 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 With 6 mil Vapor Barrier building a minimum 6 inches in first 10 feet. Roof Plan . NTS . , • . s... . . s ..__ t_02404... —r 0-44: s / _ _____ .,_.---, // og at.6 5-.1.4im ir vowis..- , / . ., — 16' ,,Zo . .. Covered porch „/ I/ T .1 11 ,,, e ' ,,, /// / . . . . / . . ,\ 36' ',. / ‘, / 1 . • ' // . ..,, // ., . / / / . . , • / / I /1178 sq ft \ . x • / , / / / . ,-' / , / /' oz. / / , ' Lo , .- / / / / • ! - ------------- 12'/----- ------7 / Covered .•• ro porch ,,-/ ---- ,Beam _• zi i 1 6' ' 1227 sq ft 1 , I — 6:12 pitch (typ) 7 N . 24" eves 30 yr. comp. roofing 32' • - I . , . 7206 E. 12th Ave. 9/26 NOTES: Hesse; 7206 E. 12th Ave. Spokane Valley Framing: Exterior wall door and window headers: (2)2"x10"Unless otherwise specified Engineered roof system(trusses). 2x6"walls 16"O.C. Wall sheathing: T1-11 on 3 sides,7/16"OSB on front Siding: TI-11 on 3 sides,Fiberboard lap siding on front Basement walls furred out 51/2"w/2x4's to allow R-21 insulation Stairs: 7 3/4"max riser height 10"min tread depth 6'8"min head clearance Type X G.W.B.(1 hr.rating)underneath Insulation: Roof:R-38 min. Walls:R-21 min. Concrete: Slabs:4"min.over 4"gravel. Reinforce garage slab w/rebar @ 2' O.C. Footings: 24"below grade,(2)#4 bars continuous Foundation walls: #4 bars @ 16"O.C.Horiz.and 48"O.C.Vert.;8"min.above grade;asphaltic membrane water proof coating Roof: 6:12 pitch 1/2"OSB sheathing 30 yr.Comp. Roofing 3T1 lb.Ice shield at edges l ontinuous ridge vent Floor System: 11 7/8"Engineered wood"I"joists 3/4"T&G OSB Windows: Vinyl,almond color, Low E Egress windows 5.7 sq.ft.min.area;44"max.sill height Egress window wells with depth greater than 44"shall have an affixed ladder or stair per code Garage doors: 18' x 8' and 9' x 8';R-8 or better;with screw or belt drive openers Drywall: Ceilings in living area 5/8"GWB Walls in living area'A"GWB Garage side of common walls 5/8"(1 hr.)type X GWB Garage ceiling 5/8"(lhr.)type X GWB Beneath stairs 5/8" (1 hr.)type X GWB Impervious surface area: Structure(plus eves):2405 +438; Porches: 150; Sidewalk: 75; Driveway: 750; Total: 3818 PHOViDE SOLID BLOCKING UNDER ALL COLUMNS BEARING WALLS AND SHEAR WALLS. R IDBLE JOINTS( UNDER ALL WALLS O. PROVIDEDOUBLESTUDOLINOATION PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TO?RUSSES OR JOISTS ABOVE. Basement Plan 366 16' -k 19'4 1'21 I Bloc 'n required at mid 54 heigh • unfinished _ 1 bead g walls 2/6 1 l :,co -,:t-UP ) Epos Unfinished O 10'10 a'— \/ asV8 (Z (2)2cm )lender Unfinished N basement C F� 56 2/6 19'10 (2)240 (2)2410 Header r 2/6 47 span co 0 N C A v 0 Unfinished 21610 2/8 'N.� (4 ado 4.7.; 1 c � 2/11 E H g u, 10 a 2/6 io h 5'9 5'1 �.. 4' C/DM�u t A�/v y6 Utility 4;,,`R� Unfinished u 82 2/6 0. 118 di , Gas Furnace Fomes. Gas Water Htr Unfinished c0 v v l1/6 Scale m 10/06/06 Windows resized LIVING AREA 12' 1178 sq ft 246 366 WINDOW WELL: UPC 508.2— Water heaters require anchoring or Min. 9 sq. ft. horizontal area. strapping at upper and lower one third points to prevent Min. 3 ft. horizontal projection and width. horizontal displacement during earthquakes. Strapping Max. 44 in. vertical depth without a ladder shall be a minimum of 4 inches above controls. Concrete lintels shall conform to Tables R611.7 (2) or(3) or Engineering is required. Reinforcement for openings in plain concrete is also required. Attic VentilationIZ Sq Ft per very 300 Sq Ft of space 61--- 1 rr 1 ventilated th at least 50%in the upper 1/8" GAP ( Ln�,nPet c� l�c�T Tfi-c ii �'l�'U.G, portion of roof area. BETWEEN SHEATHING a1fDc�ne� w� burr cave ancltiurs @P P� breto-, psi fuss d Slief5 Attic Accessible 1 �g r� l . J R s �� „ bv22'x30" l yy ( � ) PwB ',c.e.s ,e\• Galva„teo1 Y .'�I , + r. G to Prig StOZ- rMit, , „s)�'o . `� ( � f S�g 6wt3 co..., ..ul15 £ cel ny c(1-46 ax ..0 44.h-to'e \' \>ti,c,;" p, l7 orr,0r 1 „ I fa .$11' __..� vq/,0 is.w1; Ltvill& a G�RA6E X I 1 y A-PEA CGl'ir j �Rcrq tlaf . l 'N/Z.X. c �d Lca '� , K i ------ R-2-1 g II gY6 P,T. rAie «� SA r€& 056 Eiliweerco� - ._ _. w/>;li Sea` 1Y/gf Wvs'iI jbif �� z'0•G. �re'bar +�� S if v.lb"Pg.'s $ :`.r 3„ 1.- X ,�c,� 1 p. „ t e7V c, 5. \ a . . L1 n9rgv21 $ —) '; t lg Asp�a`1',r.. J1 ( en 60 0 F O ,,,.../61 ) 4kr+ 9 0 12."x6r, .../.1 I` ICC1 2 ',-1 L,ar, ,,,rlin a ou s 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 WA LL DETAIL_ inch high numbers for installed thickness of insulation. U •er Floor Ve•.'ation • 1 Sq Ft per ev- 1 ' : • Ft of under floor space are= - -ntilating opening shall , be within 3 - of eac -•mer.Openings shall be ••vered with ap• •ved material. Egress windows openable 5.7 sq. ft. - 44" sill Main Floor Plan 50' 1113 t 415 20' 14' . 4ow Egress Cs.)s XO sono XO -G,J� CC..�� J I 4o� 711.111 �pORCH � "° -� �, ) (Compos I 4040 V xo ff MASTER BDRM cs 1Tx13'10Haff`� Q Wall L.....-------\3:12 I i -OPEN— Vault i 0 d -BELOW- LIVING ROOM , _3'8 x 12'7_ O o \ - (41 DN- (Future -- Bath) Ig /r---" r— ( P — rough-in +� Up only MASTER (--- 3. Future 1 0o BATH '� /� y4cci i I O /� 16'Raised Eating Bar I DINING ——' — O o o DW /I' _ 0 KITCHEN XO .� .-fQ 4610 XO Amc \/ ' r�Access 1� 1re / I 22_x30" Ova \� LAUNDRY 4:,,,s. . _CD ----- 5'6x7'• f OFFICE 20 min.self dosing door and_Ajp_ 11'x 9'6 PORCH 518"type"X"GWB(1 hr.)on (Composite;, ceiling and on common walls 6 5040PROTECTION AND OPENINGS BETWEEN xo 8, DWELLING AND PRIVATE GARAGE SHALL. HAVE: Egreee I I Beam(TBD) _ 1)MATERIALS APPROVED FOr is ' 7's! yr Dry _ CONSTRUCTION ON THE GAR- 12' ' 05/8"TYPE I','PPOAROir'1Rjj,,?1 01/2"GYP L , I),1,FSI'FNI:O H . , LI. ,) 4040 1640 2)OPENINGS[ii FEN ��A ii 1^ �?I`'' '� BE x0 WF -R''" EQUIPPED WITH SOI D vvJ,I ` « LOMB CORE Notes: Exterior door and STEEL DOORS NOT Lt: 10 : ,0 La,:, ',', , .1 E FIRE RATED window headers(2)2"x10" DOORS. unless otherwise noted 1/8 scale GARAGE 118"ceiling LIVING AREA 1178 sq ft 10/6/06 Windows changed 18'x 8' 9'x 8' _ _ (2)2x12 Header (2)2x12 Header I Egress windows openable L 32' 5.7 sq. ft. - 4411 sill • "'Pktrtr#91111rMihrir.0`• . • MOO • , iHY t 714 • Y0.1 _ \AI H HH 11 1-/- sv-i,j Min. 4 ft Brace Wall Panel per R602.10.3 &R602.10.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 Min. 16, 18 or 20 in. APA Portal Frame Bracing Engineered j rWall Bracing EMERGENCY ESRES$11Ebttr+liifiilTS i)NEe tEAR O" E 5.7•SO11Vl 7i FEET OM FLOOR !r 441 5.0 SWARPRfl -T 2)311CLEAR OP !,V.• , T 24 INC ISES FEET 3)NI R4;LEAR OPS f 201N - FEET 44)1* FINISHED 44* d>E , : OR 51QSI'ERGENCYE -r ‘ SCUEOPENI` OTNEATIONALF'4.4 ?J:IDEOF1HE'Ra,•r FHF USE OF KEY;.1, •$,l 'f ' ' ""LLSE YS OR TOOLS tiI TROUT 60 SMOKE ALARMS SHALL 8E INTERCON- NECTED AND HARD WIRED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. (BEDROOMS, AREAS APPROACHING BEDROOMS , VAULTED CEILING WITH RISE OF 241 & ON EACH FLOOR) EXHAUST FANS 100 CFM kitchen 50 CFM bathrooms <<. (atndry Vwr FACTORY-BUILT FIREPLACES: Combustion Air Required Hearth Clearances per Manufacturer's Instructions Tight Fitting Doors Required I. Dimension Sheet a C 50' 1 115 -1... 4T \ 20• I 14' 56 I' 6' 1 - 5' 54 II. 4' '1-- 58 7' ` 7' T- I I 5040 50 E ' //Ede. 4040 n I XX eas `° PORCH 3'O yup (Composite) 4037 IVI 93 MASTER BDRM (a°P 005° 3�0 Food Food < 6."41 11'x13'10 - N 4- / Half \ v Wall 3:12 OPEN Vault °l �� f • --�d O BLOW LIVING ROOM • lJI ° ` 1 5.4 '63.10 • / e Co 28 3'6 (Future r-- ..II so Bath)26 m m� MASTER auP rough-in DH BATH vs 3v - n a� I only a8"O ' I I I 16"Raised Eating Bar(10'L) DINING h ez _3,6/ OO° °I ° 1 DW o ETt o i j I 44 IC) y 38 4'4- KITCHEN2/6 r 4000 xo 0 Egress AttiC Eo Access O vs 1 1� / ,- ' 22 x30" ( ) m - LA vUNDRY � I OFFICE 1 t'x 9'6 PORCH 1 hr.Door and Type X GWB�p_ on common walls and ceiling (Compos tea, 5040 XO r Egre;s 6' i- i I 1 _.-.Beam(I )_ DIAL V 1=0. .6 -. I, 6 5'6 -I.1'11 - 1'11 F m 12' 1, 3'10 y, 2'2--�T ixo N ! / Notes: Exterior door and window headers(2)2"x10" 'a unless otherwise noted 1/8 scale GARAG: 118"ceiling LIVING ,AREA, - '1-178 sq ft - 10/06/06 Windows resized 18'x 8' 9'x 8' (2)2x12 Header (2)2x12 Header 105 ,� 14'6 't. 7' I h 32' F 50 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FAst CO COMPLIANCE 8POKANE�!A E1'8UI DING DMSION