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2006, 04-27 Permit App: 06001483 Residence
Project Number: 06001483 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 04/27/2006 Page 1 of 3 Project Information: Permit Use: SFR. GAS HEAT, ON SEWER Setbacks: Front Site Information: Plat Key: Left: Right: Rear: Name: Range Contact: DIAMOND ROCK CONSTRUCTION INC Address: 15321 E MISSION AVE C - S - Z: SPOKANE VALLEY, WA 99037 Phone: (509) 924-8964 Group Name: Project Name: District: East Parcel Number: 45233.4204 SiteAddress: 812 S REES LN Location:: CSV Zoning: UR -7* Water District: Block: Urban Residential -7* Area: 6,776 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Lot: Owner: Name: DIAMOND ROCK CONSTRUCTIO Address: 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Information: Review Building Plan Review Released By: Originally Released: 04/26/2006 By: TMELBOU Landuse/Zoning/HE Conditions d By Sewer Review Permits: Originally Released: 04/24/2006 By: HMStinson e Operator: AMB Printed By: AMB Print Date: 04/27/2006 Project Number: 06001483 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 04/27/2006 Page 2 of 3 Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Description Grp Iya Notes 1&2 FAMILY R-3 VB 2ND FLOOR R-3 VB BASEMENT U R-3 VB DECK OPEN R-3 VB GAR WOOD U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Item Description DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE<=100,000BTU GAS PIPING VENTILATING FANS CLOTHES DRYER HOOD -TYPE II Building Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 218-8510 This Application: Total Project: Sq Ft Valuation Sq Ft Valuation 637 $55,017.69 637 $55,017.69 936 $69,900.48 936 $69,900.48 637 $9,555.00 637 $9,555.00 100 $1,500.00 100 $1,500.00 426 $8,094.00 426 $8,094.00 Totals: 2,736 $144,067.17 2,736 $144,067.17 Units 1 1 1 Unit Desc SELECT SELECT SELECT Permit Total Fees: Mechanical Permit Units 1 1 1 2 3 1 1 Operator: AMB Printed By: AMB Fee Amount $1,245.75 $4.50 $498.30 $1,748.55 Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 218-8510 Unit Desc NUMBER OF NUMBER OF NUMBER OF # OF UNITS NUMBER OF NUMBER OF NUMBER OF Permit Total Fees: Fee Amount $10.00 $10.00 $12.00 $2.00 $30.00 $10.00 $10.00 $84.00 Print Date: 04/27/2006 Project Number: 06001483 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 04/27/2006 Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Item Description TOILETSBIDETS SINKS TUBS DISH WASHERS CLOTHES WASHER WATER PIPING - DWV Notes: Payment Summary: Permit Type Building Permit Mechanical Permit Plumbing Permit Plumbing Permit Page 3 of 3 Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 218-8510 Units Unit Desc 3 NUMBER OF 7 NUMBER OF 2 NUMBER OF 1 NUMBER OF 1 NUMBER OF 2 NUMBER OF Permit Total Fees: Fee Amount $18.00 $42.00 $12.00 $6.00 $6.00 $12.00 $96.00 Fee Amount $1,748.55 $84.00 $96.00 Invoice Amount $1,748.55 $84.00 $96.00 Amount Paid $0.00 $0.00 $0.00 Amount Owing $1,748.55 $84.00 $96.00 $1,928.55 $1,928.55 $0.00 $1,928.55 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: 04/27/2006 Project Number: 06001483 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 4/21/2006 Page 1 of 2 Project Information: Permit Use: SFR. GAS HEAT, ON SEWER Setbacks: Front Site Information: Plat Key: Contact: DIAMOND ROCK CONSTRUCTION INC Address: 15321 E MISSION AVE C - S - Z: SPOKANE VALLEY, WA 99037 Left: Right: Rear: Phone: (509) 924-8964 Group Name: Project Name: Name: Range District: East Parcel Number: 45233.4204 SiteAddress: 812 S REES LN Location:: CSV Block: Lot: Owner: Name: DIAMOND ROCK CONSTRUCTIO Address: 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Zoning: UR -7* Urban Residential -7* Water District: Hold: ❑ Area: 6,776 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Landuse/Zoning/HE Conditions Sewer Review Permits: Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Building Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 218-8510 Operator: AMB Printed By: AMB Print Date: 4/21/2006 Project Number: 06001483 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 4/21/2006 Page 2 of 2 Mechanical Permit Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 15706 E VALLEYWAY AVE Phone: (509) 218-8510 VERADALE, WA 99037 Contractor: DIAMOND ROCK Address: 15706 E VALLEYWAY AVE VERADALE, WA 99037 Notes: Plumbing Permit Firm: DIAMOND ROCK CONSTRUCTIO Phone: (509) 218-8510 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: 4/21/2006 SC hili ane Valley ar y�F Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org.com Residential Construction Permit Application kg, New Constru o Addition/Re ❑ Other: Z > /c.7 1'6,S 1=-e12-5 RMI AJA2C� `- I tI. y - Peft SITE ADDRESS -/ Z s_ P,2S L. ASSESSORS PARCEL NO: LEGAL DESCRIPTION: to 2 g I?/X / 44'//$ %kLA 4 Describe the scope of work in detail: Name: o Address: 6t92_ /J City: S n k, H.e IRK Zip: l 2/6 Phone: c)2q-Y16t/ Fax: 9 Z4-Tc7 Lic No: Exp. Date: City Business Lic No: Cost of Project: **************The followin MUST be co lete: (write N/A if not a licabl ********************** HEIGHT TO PEAK: g m p PP e ) MAIN FLOOR TO// SQ. FTG: 7(O 3 7 FINISHED BASEMENT SQ. FTG: O # OF BEDROOMS:. DISCLAIMER The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokar? 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 IT4ke- DIMENSIONS: 3a')(c/ z t 2Nu FLOOR SQ. FTG: # OF STORIES: .� TOTAL HABITABLE SPACE GARAGE Q. FTG: UNFIN BASEMENT SQ. FTG: &.37 DECK/COV. PATIO SQ. FTG: OK— / oo CONSTRUCTION TYPE: HEAT SOURCE: Ii/Cel-v!', ( &c.4s tvr44 Q, IMPERVIO S SURFACE AREA: NM 30% SLOPES ON PROPERTY: /v�J�' SEWER OR SEPTIC? Sir Date //ZO/0G Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 0 Other Permit Center Spokane 11707 E Sprague Ave, Suite 106 Valley Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development www.spokanevalley.ore.com Mechanical Permit Application o Commercial RMI NUMBEF o Residential SITE ADDRESS $I 2 S gees' .Building -owner Name: Diq N1 O -A. u ROC. K Cent -i; Phone: Fax Address: City State Zip .,?4,C. Name: I:7r'o1vY1 1C Cc5✓tS"1', Phone: 9zel- )(96Lf Fax: 9 26- 709 q Address: 26e5Z /V. 5u 1 ( [NA N 7d . City 6i i VWState („/, Zip 9.9,•z/ 6 License No: City Business License No: t�!#� ;;y' ?. , w� , �t , '&x ,.'' 5S ?� �'..,' f° ' " s . ,' 53.• f Name: 7j Ct- PO Phone: Z/ -4'9q DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 - / X $12.00 = /2 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 X $10.00' = 13 RANGE X $10.00 = 14 DRYER / X $10.00 = (0 15 FUEL BURNING WATER HEATER / X $10.00 = /0 16 MISC. FUEL BURNING APPLIANCE X $10.00 = 17 GAS PIPING (each outlet) 2 x $1.00 = 18 DUCT SYSTEMS 1 X $10.00 = /0 19 VENTILATING FANS '3 x $10.00 = 10 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 = 1() 25 HEAT PUMP/AIR CONDITIONER 0-3 TON X $12.00 = 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: DCASH ❑ CHECK D VISA D MC CARD #: SUBTOTAL $GJ DATE: PROCESSING FEE $35.00 EXPIRES. TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 p©kan`e d„. Valley Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development w.ww.spokanevalley.ora.cum Plumbing Permit Application o Commercial RMI o Residential SITE ADDRESS q/ S. S LAN Bui)ding owner Name: i ;AsimlyjKCL Cs? ✓t-5 Address: Phone: Fax City State Xodtracor Zip Name: Dk 4t6rt9 Zac. ( Sf Address: Z60U ///j/C1s4 ICC/ Phone: Ci 2 u - v License No: Fax: (-126 "r-orle/ City 510044,1x !//rState j4_ City Business License No: Zip 9 9ZZW Name: ' u ( CrcI,Op Phone: Z/11---- Z`( WATER SOFTENER 10 ELECTRIC HOT WATER TANK NOTE: IF GAS, SEE MECHANICAL X $6.00 $6.00 11 12 FLOOR DRAINS ROOF DRAINS/OVERFLOW DRAINS AREA, CASE, COIL, TRENCH, CONDENSATE X $6.00 X $6.00 13 14 FOUNTAINS, DRINKING WATER PIPING/DRAIN-IN WASTE, VENT, PLUMBING, REVERSAL NSTALLATION, ALTERATION, REPAIR, REVERSALS X $6.00 X $6.00 15 SEWAGE EJECTOR 16 WATER USING DEVICE GRINDER, SUMP PUMP ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP COOLER X $6.00 X $6.00 1 7- 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS 18 18 INTERCEPTORS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X $6.00 X $6.00 19 20 MEDICAL GAS (per outlet) MISCELLANEOUS PLUMBING FIXTURE NITROUS, OXYGEN X $6.00 X $6.00 21 PRIVATE SEWAGE DISPOSAUSYS INDUSTRIAL WASTE 22 INTERCEPTOR X $20.00 METHOD OF PAYMENT: ❑ CASH DATE: 0 CHECK AUTHORIZED SIGNATURE: ❑ VISA 0 MASTERCARD EXPIRES: X $15.00 SUBTOTAL PROCESSING FEE 9G $35.00 TOTAL PERMIT FEE DUE: REVISED 8/26/05 DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS 3 X $6.00 = 18 2 URINALS X $6.00 = 3 TUBS Z X $6.00 = / Z 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 = ! Z 6 DISHWASHER i X $6.00 = `- 7 CLOTHES WASHER 1 X $6.00 = 8 GARBAGE DISPOSAL X $6.00 = WATER SOFTENER 10 ELECTRIC HOT WATER TANK NOTE: IF GAS, SEE MECHANICAL X $6.00 $6.00 11 12 FLOOR DRAINS ROOF DRAINS/OVERFLOW DRAINS AREA, CASE, COIL, TRENCH, CONDENSATE X $6.00 X $6.00 13 14 FOUNTAINS, DRINKING WATER PIPING/DRAIN-IN WASTE, VENT, PLUMBING, REVERSAL NSTALLATION, ALTERATION, REPAIR, REVERSALS X $6.00 X $6.00 15 SEWAGE EJECTOR 16 WATER USING DEVICE GRINDER, SUMP PUMP ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP COOLER X $6.00 X $6.00 1 7- 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS 18 18 INTERCEPTORS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X $6.00 X $6.00 19 20 MEDICAL GAS (per outlet) MISCELLANEOUS PLUMBING FIXTURE NITROUS, OXYGEN X $6.00 X $6.00 21 PRIVATE SEWAGE DISPOSAUSYS INDUSTRIAL WASTE 22 INTERCEPTOR X $20.00 METHOD OF PAYMENT: ❑ CASH DATE: 0 CHECK AUTHORIZED SIGNATURE: ❑ VISA 0 MASTERCARD EXPIRES: X $15.00 SUBTOTAL PROCESSING FEE 9G $35.00 TOTAL PERMIT FEE DUE: REVISED 8/26/05 SPOKANE COUNTY DEPARTMENT OF BUILDING & PLANNING 1026 WEST BROADWAY AVENUE • SPOKANE, WA 99260-0050 Site Information Project Information 1 Site Address: 812 S REES LN Parcel Number: 45233.4204 Subdivision: RANGE Block: 1 Lot: 2B Zoning: UNK Unknown Owner: DIAMOND ROCK CONSTRUCTION INC Address: 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Building Inspector: Water Dist: Project Number: 06002714 Inv: 1 Issue Date: 5/3/2006 Permit Use: SEWER CONNECTION - HILLS HAVEN Applicant: DIAMOND ROCK CONSTRUCTION INC 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Phone: (509) 924-8964 Contact: DIAMOND ROCK CONSTRUCTION INC 15321 E MISSION AVE SPOKANE VALLEY, WA 99037 Phone: (509) 924-8964 Setbacks - Front: Left: Right: Rear: Group Name: Project Name: 1 Permits Sewer Connection Permit Contractor: DIAMOND ROCK CONSTRUCTION License #: DIAMORC032OQ SEWER CONNECTION 1 $85.00 PROCESSING FEE 1 $15.00 Total Permit Fee: $100.00 FOR SEWER INSPECTIONS CALL THE UTILITIES DEPT AT (509) 477-3604 FROM 8:30-5:00 MONDAY -FRIDAY PRIOR TO COVER. ONE WORKING DAY NOTICE REQUIRED. PERMIT ALLOWS FOR A 30 -MINUTE INSPECTION. ADDITIONAL INSPECTION FEES APPLY AFTER 30 MINUTES. THE INSTALLER IS RESPONSIBLE TO INSURE ALL WASTEWATER DRAINS ARE CONNECTED TO THE SEWER AND MAY BE REQUIRED TO PERFORM TESTS FOR VERIFICATION. INSTALLER IS TO FIELD LOCATE AND CONFIRM THE ELEVATION AND POSITION OF SEWER STUB PRIOR TO ANY OTHER EXCAVATION. SEWER STUBS ARE TO BE CHECKED PRIOR TO CONNECTION TO ENSURE THAT THEY HAVE ACCEPTABLE GRADE AND ARE CLEAR AND UNOBSTRUCTED TO THE MAIN. SEWER LINES SHOULD BE CONSTRUCTED TO ALLOW FOR GRAVITY FLOW FROM THE LOWEST LEVEL OF THE STRUCTURE. THE INSTALLER AND THIS PERMIT MUST BE PRESENT AT THE JOB SITE AT THE SCHEDULED INSPECTION TIME. BOTH STATE LAW RCW 19.122 AND COUNTY CODE REQUIRES THE INSTALLER TO GIVE NOTICE OF EXCAVATION TO OWNERS OF UNDERGROUND FACILITIES. CALL 1-800-424-5555 BEFORE YOU DIG --AT LEAST 2 WORKING DAYS IN ADVANCE. SPOKANE COUNTY CODE REQUIRES THE INSTALLER COMPLY WITH ALL REQUIREMENTS OF THE WA STATE DEPT OF LABOR & INDUSTRIES, INCLUDING THOSE RELATED TO TRENCH SAFETY. 1 Payment Summary Total Fees AmountPaid AmountOwing, $100.00 $100.00 $0.00 Tran Date 5/3/2006 Processed By: SHATTO, JULIE Printed By: WENDEL, GLORIA Page 1 of 1 Receipt # 2216 Payment Amt $100.00 PERMIT 311` S'aJe % 5 1-1-1 )15 t') Lit 2 g ELL r s 2ces 150, SS'' V) So. 571 VJSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°•1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Option Glazing Area10: % of floor Glazing U -Factor Door9 U- Factor Ceiling2 Vaulted Ceiling Wall12 Above Grade Wall? int Below Grade Wall? ext Below Grade Floors Slab6 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-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-56 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 Group R-3 0.35 0.58 0.20 R-38 R-30 R-21 int? R-21 R-12 R-30 R-10 Occupancy Only VI. Unlimited 0.32 0.58 0.20 R-38 / R-30 / R-21 R-15 R-12 R-30 / R-10 / Group R-1 U=0.031 U=0.034 int' / U=0.029 F=0.54 Occupancy U=0.054 Only * Reference Case 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 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 Form TT -077A Figure 1. Recommended construction details for APA portal frame bracing without hold-downs EXTENT OF HEADER FASTEN TOIL PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILBAT 3" O.C. TYP. 1000 LB STR AP_OP.POSITE•SHEATHING FASTEN SHEATHING TO HEADER WITH 8D COMMON OR,GALVANIZED BOX NAILS IN 3",GRID PATTERN AS SHOWN AND 3" O.C. IN,ALL FRAMING (STUDS, BLOCKING, AND,SILLS) TYP. WIDTH BASED ON 6:1 HEIGHT TO -WIDTH 'RATIO: FOR•120" HEIGHT, MIN. WIDTH = 20",FQR•96" HEIGHT, MIN. WIDTH .= 16"; ETC. • MIN_ (2) 2x4 FOR A PANEL SPLICE (IF NEEDED), PANELEDGES SHALL BE • BLOCKEDIAND•OCCUR Wrr1IIN 24" OF MID -HEIGHT. ONE ROW • OF TYP. SHEATHING TO -FRAMING NAILING IS REQUIRED. IF 2X4 BLOCKING IS US1=D,•THE 2X4'S.MUST BE NAILED • TOGETHER WITH 316D SINKERS -MIN. 2"X2")9/16" PLATE•WASHER• ANCHOR BOLT PER CODE FRONT ELEVATION •4A SECTION A -A SIDE ELEVATION CORNER.FRAMING DETAIL • Page 2 of 2 SHEATHING FILLER IF NEEDED 16D SINKER -NAILS IN 2 ROWS ©. O.C, 100b L•B.HEADER STRAP 3/8" MIN. THICKNESS WOOD STRUCTURAL PANEL 'SHEATHING MIN. 2x4•FRAMI NG•TYP. 160 NAIL @ 24 IN, O.C. 8D NAIL @6IN. N O.C. IN ALL • PANEL EDGES • No -r PA1kT OF PORTAL FRAME FRAMING FOR GYPSUM WALL BOARD. (OPTIONAL) PORTAL FRAME WALL . SEGMENT TYP. • 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 2) #5 rebar o extend 24 aches beyond opening. Reinforcement for openings in plain concrete 1909.63 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 MINIMUM 8" E E M O 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 24" >_2'(0.61m) 0.6m 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).—► 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.- 14--- T For SI: 1 inch = 25.4 mm. NOTE: Section cut through flat wall. a Z 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 D1 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 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 2'/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 R6.11.7.1. 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: 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 mm) 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 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 min, 1 foot = 304.8 mrn, 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(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa,b,c,d,t NO. 5 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 20 24 MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, A)e Supporting Roof Supporting Light Framed 2nd Story and Roof Supporting ICF Second Story and Roof Ground Snow Load 30 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 3-7 (0-6) 5-5 (0-10) 70 psf 3-5 (0-5) 5-0 (0-8) 5-6 (1-10) 8-3 (3-0) 9-9 (4-1) 4-10 (1-2) 6-9 (2-0) 4-7 (1-0) 6-3 (1-9) 4-2 (0-9) 5-6 (1-4) 4-2 (0-10) 5-7 (1-4) 3-10 (0-8) 6-1 (2-6) 8-2 (4-0) 5-2 (1-8) 4-9 (1-5) 4-3 4-3 6-4 (3-1) 5-2 (2-1) 4-10 (1-9) For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 lc/slim', 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 Toad 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® WALL CONSTRUCTION TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSe,e,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, A)° 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 3.5 8 4-9 (1-2) 4-2 (0-9) 3-10 (0-8) 3-4 (0-6) 3-5 (0-6) 3-1 (0-5) 12 6-8 (1-11) 5-5 (1-3) 5 0 4 0 16 20 24 5.5 8 5-2 (1-10) 4-2 (1-2) 12 r Po 16 «W. ro`<: p f� 2- 'U- ?P, 24 . r Sy' r 7.5 8 12 16 20.E 24 f t0 9.5 8 12 a 16 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: 1/240. 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 TO s. Id )� 1 %- -Yeo./. — w ater neaters 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. WINDOW WELL: Min. 9 sq. ft. horizontal area. Min. 3 ft. horizontal projection and width. Max. 44 in. vertical depth without a ladder Concrete lintels shall conform to Tables R611.7 (2) or (3) or Engineering is required. Reinforcement for openings in plain concrete is also required. Blocking required at mid height in,unfinished bearing walls Egress windows opena_l'e� 5.7 sq. ft. - 44" sill STAIRWAYS: Minimum width 36 in. with min. tread run of 10 in., max. rise of 7 3/4 in. & nosing of 3/4-1 1/4 in. Enclosed usable space under stairways requires 1 hour fire protection of 1/z in. GWB N HANDRAILS: Height of 34 — 38 inches when required by four or more risers shall be continuous the full length of stairs with the ends returned or rounded. LANDINGS: Required min. width of 36 in. or width of stairway and 36 in. travel distance. 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. PROVIDE SOLID BLOCKING UNDER ALL COLUMNS BEARING WALLS AND SHEAF( WALLS. PROVIDE DOUBLE JOINTS (MINI UNDER ALL WALLS PARALLEL TO SPAN U.N.O. PROVIDEDOUBLE'STUDS (MIN) TO FOUNDATION UNDER ALL HIP AND GIRDER TRUSSES U.N.O. PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) FOUNDATION WALLS - 3000 # PSI SLABS, GARAGES, CARPORTS & PORCHES - 3500 # PSI ALL FOOTINGS BUST BE CONTINUOUS i I I - - - swindows openable J W.lFt►�z �T I - . i-r.5j.7 sq ft. - 44„sill 4'fY'x4'0” SL F Egress �t 4'0"'x4'0" SL i? O:Loa A r� ° teb I „I I li tA II I� GARAGE IVIOxza» c i LIVING AREA .t* R602.10.5: All sheathable areas of all exterior walls and interior braced wall lines require continuous wood struc- tural panel sheathing per Method 3. Table R602.10.5 dictates minimum panel length on each side of openings. 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 W')TH 20 INCHES 4) MAX FINISHED SILL HEIGHT 44" ABOVE FLOOR 5) EMERGENCY ESCAPE 8 RESCUE OPENING SHALL BE r= OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS 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 %Z 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 73/, in. below threshold provided the door does not swing over the landing. y SMOKE ALARMS SHALL BE INTERCON- NECTED AND HARD WIRED IN .SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. (BEDROOMS, AREAS APPROACHING BEDROO-MS, VAULTED CEILING WITH RISE OF 24' $ ON EACH FLOOR) PROTECTION AND OPENINGS BETWEEN # DWELLING AND PRIVATE GARAGE SHALL HAVE: 1) MATERIALS APPROVED FOR ONE HOUR, FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: ❑ 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR ❑ 1/2" GYP BOARD (RESIDENCE/ATTIC. FLOOR/CEILING) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8", OR 20 MINUTE FIRE RAT" 4c, �_ DOORS. EXHAUST. FATS 1 100 -CFM kitchen 50 CFM bathro�ins- & laundry Valirea [Z&oZ_ `\_jftC,-N- I,— CmaJ 72,4 I.0 to a 1 --- 9' 11' # �,- 1 i , 2-4" t�ARAGE I I � 14 =$1--' ____.. LIVINAREA C4ewGIf Egress windows openable 5.7 sq. ft. 44,, sill 30' 12!9 ................... L� 214" 41V §h Egress windows openable 5.7 sq. ft. - 44" sill MASTER BDRM 12'x 1314 iH L BEDR06m 1312x101 ok Flo - F 24" I - r i BEDROOM �IVING AREA 1 808 @q ft 41L 514 -12' Egress windows openable 5.7 sq. ft. - 44" sill DECKS: Ledger board requires %" lag bolt @ 16" o.c. with flashing behind. Guardrail 36 in. high required if floor more than 30 in. above grade- Picket spacing no more than 4 in. apart. Posts n require approved base and beam connectors. Min. 24 in. frost ,,.n require to finish —�, P grade with min. 12 in. footing base. ,N d 7 i O 4 --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 inch high numbers for installed thickness of insulation. JON fella for ice dam protection I sq.'fl'/ 300 sq. ft. attic EIm9flin TINT: ; .'"' D, C. czwd oaw ImaMes ED fb�lt � 8602.10-5 a onUnutouus Dram VMllll 7 '16` OSB She2Mung 8" HP lap siliian� � I�nluseWMIP ander sidgim( J's t3ple away rrrs�rba t�ulrndl 6`x 2-r' foulard.. r dIU n;jr;Tmaded 0Ial 14.1 bung PaSSFWL. rAon system 30 Year comp roofing R-$8 69=n iim iuh�;udl. Radon Mitigation System Required With 6 mil Vapor Barrier 7A6' CSB ShwatNi mg 1 /8" GAP BETWEEN SHEATHING PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAME 1G INSPEC LION` CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS