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2007, 01-08 Permit App: 07000040 ResidenceProject Number: 07000040 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 01/08/2007 Page 1 of 4 Project Information: Permit Use: NEW SFR Setbacks: Front 35 Left: 33 Right: 31 Rear: 6 Site Information: Plat Key: Name: Range wawa Contact: DOUGLASS, HARLEY C INC Address: 8510 N CRESTLINE ST C - S - Z: SPOKANE, WA 99217-7718 Phone: (509) 487-9792 Group Name: Project Name: AntianWiffinnr4MVSIMINVIERMSEMBOM District: East Parcel Number: 46353.5209 Block: SiteAddress: 14417 E QUEEN AVE Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: 001 TRENTWOOD Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Lot: Owner: Name: DOUGLASS, HARLEY C INC Address: 8510 N CRESTLINE ST SPOKANE, WA 99217-7718 Hold: ❑ Review Information: Review Flood Plain Released By: ZONE B - NOT REGULATED Building Plan Review Originally Released: 01/08/2007 By: mturbak Driveway/Approach Released By: Originally Released: 01/03/2007 By: TMELBOU Released By: Originally Released: 01/08/2007 By: mturbak ; / f Landuse/Zoning/HE Conditions Released By: Operator: JD Printed By: MT Print Date: 01/08/2007 Project Number: 07000040 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 01/08/2007 Page 2 of 4 Sewer Review I Released By: 06002257 Originally Released: Permits: , . A Contractor: HARLEY C DOUGLASS INC Address: 8510 N CRESTLINE #A SPOKANE, WA 99217 Item Description APPROACH -CONST IN ROW Contractor: HARLEY C DOUGLASS INC Address: 8510 N CRESTLINE #A SPOKANE, WA 99217 Description 1&2 FAMILY BASEMENT U GARAGE Grp Type R-3 VB R-3 VB U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Operator: JD 01/04/2007 By: JDAVIS IffMNOWNAMMSTMVSMEMPASL Approach Firm: HARLEY C DOUGLASS INC Phone: (509) 487-9792 Units Unit Desc 1 NUMBER OF Permit Total Fees: Building Permit Notes 1ST FLR BASEMENT ATT GAR Fee Amount $50.00 $50.00 Firm: HARLEY C DOUGLASS INC Phone: (509) 487-9792 This Application: Total Project: Sq Ft Valuation Sq Ft Valuation 1,598 $145,993.28 1,598 $145,993.28 1,545 $23,175.00 1,545 $23,175.00 528 $10,032.00 528 $10,032.00 Totals: 3,671 $179,200.28 3,671 $179,200.28 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Printed By: MT Fee Amount $1,441.75 $4.50 $576.70 Permit Total Fees: $2,022.95 Print Date: 01/08/2007 Project Number: 07000040 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 01/08/2007 Page 3 of 4 Mechanical Permit Contractor: HARLEY C DOUGLASS INC Firm: HARLEY C DOUGLASS INC Address: 8510 N CRESTLINE #A Phone: (509) 487-9792 SPOKANE, WA 99217 Item Description DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE<=100,000BTU GAS PIPING VENTILATING FANS GAS LOG OR GAS INSERT AIR HANDLER <=10,000 CFM Contractor: HARLEY C DOUGLASS INC Address: 8510 N CRESTLINE #A SPOKANE, WA 99217 Item Description TOILETS/BIDETS SINKS TUBS DISH WASHERS GARBAGE DISPOSAL CLOTHES WASHER FLOOR DRAINS MISCELLANEOUS FIXTURES Units Unit Desc 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 3 # OF UNITS 5 NUMBER OF 1 NUMBER OF 1 NUMBER OF Permit Total Fees: Plumbing Permit Units 2 3 2 1 1 1 1 1 Fee Amount $10.00 $10.00 $12.00 $3.00 $50.00 $10.00 $12.00 $107.00 Firm: HARLEY C DOUGLASS INC Phone: (509) 487-9792 Unit Desc NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF Fee Amount $12.00 $18.00 $12.00 $6.00 $6.00 $6.00 $6.00 $6.00 Permit Total Fees: $72.00 Operator: JD Printed By: MT Print Date: 01/08/2007 Project Number: ' 07000040 Inv: 1 Notes: n n Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 01/08/2007 Page 4 of 4 Payment Summary: Permit Type Approach Building Permit Mechanical Permit Plumbing Permit Fee Amount $50.00 $2,022.95 $107.00 $72.00 Invoice Amount $50.00 $2,022.95 $107.00 $72.00 Amount Paid $0.00 $0.00 $0.00 $0.00 Amount Owing $50.00 $2,022.95 $107.00 $72.00 $2,251.95 $2,251.95 $0.00 $2,251.95 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: MT Print Date: 01/08/2007 wkan e Permit Center 11707 E Sprague Ave; Suite: 1'06 Spokane -Valley, WA. 39206 (509)688-0036- FAX: (509)688-0037 Community Developmentwww.spokanevallev.org Residential Construction Permit Application l3RMITNUMBER: l % "-= PERMIT FEE: E New Construction U, Accessory Bldg ❑ Addition/Remodel C1 Deck Other: SITE ADDRESS I i.`/c(% 7 t IT2titSew AVC. ASSESSORS PARCEL NO: t /6 3 S 3 . 5 -2.0e -\LEGAL DESCRIPTION: 13LA- 3 Z. 4-, CA Building Owner: Name: //arita C ®outlaSS Zi1c Address: g6-) p Ai Cre�- City: 6pb k4s State: &)A Zip:992-( 7 Phone: 5-01_g7_979Z Fax: 6-061-4g7"/ 5 g'Q .................._ • Contact Person!, Name: ?larI Phone: 6b -'4?-7' 97 9 Z - q 5S Describe the scope of work in detail: 4-/m �t Conte:tot:wt. Name: I� Address: gS! N U' `e5 -t t . s-& City: Sea k Phone: �-`{$7:979.2_ State:• LJk Zip:9g 17 Fax:5-09_ 157-9792 Contractor Lic No: gAeLEet NO PE p Date: /.431 City Business Lic. No: Cost of Project: $ **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES:i' TOTAL HABITABLE SPC : 3 MAIN FLOOR TO SQ. FTG: f g� Is T (i I 2"" FLOOR SQ. FTG: UNFIN BASEMENTEMSQ. FTG:. •d -t' /5VS IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: 2 Gear DECK/COV. PATIO SQ. FTG: 420 0 t- 30% SLOPES ON PROPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed.,_, Signature Date Method of Payhnent: ❑ Cash 0 Check ❑. Mastercard 0 VISA Bankcard #: Expires: VIN#: Authorized Signature:. REVISED 8/25/2005 C S" ` ne Community. Development Penn it Center 11707 E Sprague Ave;. Suite 106 Spokane Valley WA. 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org Mechanical Permit Application ❑ Commercial PERMIT NUMBER: PERMIT FEE: Residential SITE ADDRESS: /KL/ / 6 Q' EI A) Ave • Building Owner • Name: ki.axit4, (' ass . C - Address: $Sl0 cI-€ +. Contractor i= ....._... Phone:.50q- 1g7- 9 792 - Fax: SDR -18'7 - is -go City oka.va_ State: ejA Zip: 994 7 Name: Co Phone: cog? -5-3 3 - 9SZg Fax: SOR-533032`] Address. PD 8o- 393�F License No: Coll /7_ s 05'0 $T City: .445,0062jx,e City Bu-siness Lic: state: t6A Zip: 992 2,6 • Contact • Name: Phone: DESCRIPTION OF WORK # OF UNITS X COST TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 X $12.00 /2.00 2 FUEL BURNING APPLIANCE More than100,000 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 BOI LER/REFR IG ERATI ON 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 0.00 13 RANGE X $10.00 14 DRYER X $10.00 15 FUEL BURNING WATER HEATER 1 X $10.00 /0.00 16 MISC. FUEL BURNING APPLIANCE X $10.00 17 GAS PIPING (each outlet) .3- X $1.00 .3•oo 18 DUCT SYSTEMS X $10.00 /0. 00 19 VENTILATING FANS 3- X $10.00 $D.DO 20 AIR HANDLER (DOES NOT include ducting) Equal to or less than 10,000 CFM X $12.00 0.00 21 AIR HANDLER (DOES NOT include ducting) Greater than 10,000 CFM X $15.00 22 EVAPORATIVE COOLERS X $10.00 23 TYPE IHOOD X $50.00 24 TYPE II HOOD X $10.00 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 8, 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: ❑CASH 0 CHECK 0 VISA 0 MC CARD #: AUTHORIZED SIGNATURE: REVISED 5/26105 EXPIRES: VIN: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: Hey Community Development PenmcCenter 11707 E. Sprague Ave Suite 106: Spokane Valley, WA. 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org Plumbing Permit Application ❑ Commercial PERMIT NUMBER: PERMIT FEE: Residential SITE ADDRESS: / -/ iI / 7 ( taf C Building Owner Name: ok'� t��tt a S •S-tnC Address: Ss/0- Cre51'I i nR Phone:sOq- q$'7 -97z Fax: so_4g7-/ s-8.0 Contractor City: 5p6ka>^ e- state: G�q Zip: 99317 Name: GD1d &al ri)eCttak1Ca.Q Phone: 6-69- s 3c -59'J LI Fax: 5-oe-53T-935-9 Address: 55 2 y E Boo ne- License No: C-rOLb S M 2, 9 O C.4 - City: gJbica.ri. City Business Lic: State: w Zip: 99a�� Contact Name: Phone: DESCRIPTION OF WORK # OF UNITS. X COST TOTAL AMOUNT TOILETS WATER CLOSET, BIDETS z X $6.00 /2. a l7 0 2 URINALS X $6.00 3 TUBS 2 X $6.00 /2 o•l7 4 SHOWERS (PER TRAP) BATH, STALL ONSITE BUILT X $6.00 5 SINKS LAVS/BASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT 3 X $6.00 6 DISHWASHER X $6.00 7 CLOTHES WASHER / X $6.00 C. 8 GARBAGE DISPOSAL / X $6.00 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 6.60 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 MEDICAL GAS (per outlet) NITROUS, OXYGEN X $6.00 20 MISCELLANEOUS PLUMBING FIXTURE At.kkr X $6.00 . 00 21 PRIVATE SEWAGE DISPOSAL/SYS • X $20.00 22 INDUSTRIAL WASTE INTERCEPTOR X $15.00 METHOD OF PAYMENT: CASH ❑ CHECK ❑ VISA ❑ MC Card# AUTHORIZED SIGNATURE: REVISED 8/26/05 EXPIRES: VIN: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: L.i7.1t Ger Hours; Delon:: inspection ni.re(I. Phone 509.688-0036 Fax. 509.6, 3037 si••••*Vfey DEPARTMENT OF PUBLIC WORKS Anticipated start date j.0o Permit # PW APPROACH PERMIT APPLICATION Location of property I `1Ll 1 7 t. �? e e: i Ave. (Address/Parcel #, if available) Applicant Name Harley C Douglass Inc Address 8510 N Crestline Ste A Spokane Phone 487-9792 99217 Contractor's Name Harley C Dougalss Inc Address 8510 N Crestline Ste A 99217 Phone 487-9792. Contractor's Reg# HARLECD 110PE Expires PROJECT DESCRIPTION (Provide site sketch) x Residential Driveway I Existing Curb & Gutter Culvert Installation , Other conditions LI Commercial/Industrial Driveway Rural Road Section Sidewalk Repair/Construction See construction requirements and details on reverse. Bond/insurance certification must be on file with the City. SPECIAL CONDITIONS: PERMIT FEE $ _ Inspection Fee$ I hereby authorize the City of Spokane Valley to charge the fee for this permit to my credit card. Card # Expiration Date Name of Holder Signature Fees Paid$ Date Init Excerpts from Spokane Va, Standards (3.24, and details A8 ancf. ".. h.,. >=very' driveway approa:.i must provide access to an: off road , .king area located' onprivate-property. The driveway shall be of sufficient length soa vehicle in the driveway does not. project into the road right of way, sidewalk, or pathway. Publicor private driveways in industrial, commercial, multiple family,: church or • any like use shall be constructed toallow vehicles to exit without backing onto a public road. • Driveway.'approaches shall beconstructed to avoid interference with existing drainage Inlets, culverts, road lighting standards, utility poles, traffic regulating devices, fire hydrants or other public utilities. The applicant shall bear the cost of relocating any such public facility. • Driveway approach grades within the right of way shall not exceed 8% In urban area, or 2% in rural areas. Driveway gradesshall not. exceed 10% within ten feet of a city right of way. See Standards for a more complete listing of requirements. 0 ./ s CRAKE OF RURAL PRIVATE IIS it 1 SPOKARECOURIY SPOKANE COUNTY DEPARTMENT OF BUILDING & PLANNING 1026 WEST BROADWAY AVENUE • SPOKANE, WA 99260-0050 Site Information Project Information 1 Site Address: 14417 E QUEEN AVE Parcel Number: 46353.5209 Subdivision: RANGE Block: 3 Lot: 9 Zoning: UNK Unknown Owner: DOUGLASS, HARLEY C INC Address: 8510 N CRESTLINE ST SPOKANE, WA 99217-7718 Building Inspector: Water Dist: Project Number: 06002257 Inv: 1 Issue Date: Permit Use: SEWER CONNECTION - HUNTER'S RUN Applicant: DOUGLASS, HARLEY C INC 8510 N CRESTLINE ST SPOKANE, WA 99217-7718 Contact: DOUGLASS, HARLEY C INC 8510 N CRESTLINE ST SPOKANE, WA 99217-7718 Setbacks - Front: Left: Right: Group Name: Project Name: 4/19/2006 Phone: (509) 487-9792 Phone: (509) 487-9792 Rear: 1 Permits Sewer Connection Permit Contractor: M & L CONSTRUCTION License #: MLCONI*063N9 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. Payment Summary 1 Total Fees AmountPaid AmountOwing $100.00 $100.00 $0.00 Tran Date 4/19/2006 Processed By: CUMMINGS, KATHY Printed By: WENDEL, GLORIA Page 1 of 1 Receipt # Payment Amt 1859 $100.00 PERMIT 4(\ Sp) f-• N 113' WIDE BORDER EASEMENT 10' UTILITY EASEMENT 10' UTIL EASEMENT 13' WID BORDER EASEMEN PROPERTY LINE REFS RD. LINE EXPIRES 06/22/ VED BYd'�i ' w� DATE: HARLEY C DOUGLASS INC: 1; I 8510. N. CRESTLINE Q t -) 0 SPOKANE, WA 99217 14417 E. QUEEN AVENUE LOT 9, BLOCK 3 HUNTER'S RUN SCALE: 1"=30' Usk Engineering • Land Surveying Planning • Materials Testing 1220 N. HOWARD ST BPOKANF. WA 09201 1'HONE FAX (6 3 328-5130 20-0423 101 1HAIN ROAD LEWISTON, ID 03701 PHONE (208) 7462661 FAX (206) 746-6627 -'-7'11"1\ J Lt 11.1J- , II.•-• . v.... v.... _--_ .__ • TA S Technical Assistance Services Garden Court Building, 222 W. Mission Avenue, Suite 235, Spokane, WA 99201 (509) 325-4476 FAX (509) 325-4587 04/03/03 Project: Single Family Residence ("'...1491 Splita) Total Area: 2282 sq.ft. Address: Contractor/Phone: Harley C. Douglass, Inc./ 487-9792 Heating Type: Gas PROJECT COMPLIES with TABLE 5-1/ TARGET COMPONENT VALUES FOR GROUP R OCCUPANCY, 2000 Washington State Energy Code --07/01/02 Amendments. ALLOWABLE HEAT LOSS (Btu/h/deg.F) Glazing: 15% 2282 sq.ft.= 342.3 @ U .40 Doors: 40 sq.ft. @ U .20 Ceiling (Attic): 1356 sq.ft. R38 @ U .031 Walls (2348 gross sq.ft.): 1966 sq.ft. R19 @ U .062 Floor: 390 sq.ft. R30 @ U .029 BG Walls (3.5' depth): 329 sq.ft. R19 @ U .041 110 1.f. @ F -value .64 TOTAL UA ALLOWABLE 136.9 8.0 42.0 121.9 11.3 13.5 70.4 404.0 PROPOSED HEAT LOSS (Btu/h/deg.F) Glazing (11.30):222.3 sq.ft.Vinyl @ .50 U* = 111.2 35 sq.ft. vinyl patio @ U 49* = 17.2 Doors: 40 sq.ft. mtl insul Panel @ .17 U = 6.8 Ceiling: 702 sq.ft. 6:12 R38 STD @ .029 U = 20.4 654 sq.ft. 6:12/3:12 R38 STD scissor @ U .031= 20.3 Walls: 382 sq.ft. R19 INT horiz. siding @ .058 U = 22.2 1669 sq.ft.. R19 INT T1-11 @ .061 U = 101.8 Floor: 390 sq.ft. R30 @ .029 U BG Walls (3.5' depth): 329 sq.ft. R11 @ .062 U 110 1.f. @ F -value .63 11.3 20.4 69.3 * Window Products NFRC values TOTAL PROPOSED HEAT LOSS = 400.9 400.9 Btu/h < 404.0 Btu/h -- Project complies w/ Table 5.1 Edward R. Field Technical Assistanc— Services ..11.4.:-C3 2005 7:20AM f=.'`NITI ENGINEERING 46r X26 p.2 4 JOHN FULG]NJTI, PE SE STRUCTURAL ENGINEER 4505 W NAVAHO • SPOK.ANE, WA , 99208 • (509) 467-7026 Harley C. Douglass, Inc. Home Builders 8510 N Crestline Spokane, WA 99217 RE: Anchor Bolts July 13, 2005 Dear Harley: Braced wall lines on concrete foundations for residential projects are required to be anchored with ''/" diameter anchor bolts at 6' -0" maximum spacing per IRC R4031.6. In my opinion you can use a Simpson LMA4 or LMA6 Mudsill Anchor as a direct replacement for the %" diameter anchor bolt. An anchor should be located not more than 4" to 12" from the end of a wall or plate splice. A minimum of 2 anchors should be used in any plate. Tho finish of the anchor should also compatible with the pressure treating. Please call if 1 can be of additional assistance. Sincere , F John Fulginiti 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 trea• 34"-38" Triangular. arca formed by tread, riser and guardrail so that 6 inch sphere can not pass through Handrail Return ends to wall, or terminate at newell post 6' 8" minimum 34" — 38" rntermediate rail spacing or pattern so that 4 -inch sphere cannot pass through REQUIRED WIDTH OFRUNS HALL B E PROVIDED INTH IS LOCATION (SECTION 1003.3.3.8.2) 6' IAN. NOTE: HANDRAILS NOT SHOWN FOR CLARITY REQUIRED WIDTH OF RUN SHALL BEPROVIDED 1NTHIS LOCATION ECTION 1003.3.3.8.2) NOTE: HANDRAILS NOT SHOWN FOR CLARITY STAIRWAY WIDTH LIMITATION: APPLIES TO R-3 OCCUPANCY ' (sac-noN 1003.3.3.82) AND PRIVATE STAIRWAYS IN R-1 OCCUPANCY PLAN VIEW WINDING STAIRWAY PLAN VIEW ALTERNATE USE OF WINDERS 1.4AXIMUF4 912 -NCH RtSE BETWEEN TREADS PLAN VIEW CIRCULAR STAIRWAY WALL 4 LIMITATIONS: 1. ONLY APPUES 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) Rise (4" minimum --,M"' maximum) Run minimum) 1 The greatest riser height within any flight of stairs shall not exceed the samllest by more than 3/8". Stair treads shall be of uniform size and shape, except the largest tread run within any flight of stairs shall not exceed the smallest by more than 3/8 inch.oSo u Hant I I all% -"kiwi -M " AA.da I /T w 1 1 1 1 One required (two required if stair is open on sides) if there arc four or more risers. 1 Height (34" to 38" above nosing of treads). 1 Projection (1-1/2 between handrail and wall). 1 Handrails shall be continuous the full length of the stairs. Ends shall be returned or shall terminate in newel posts or safety terminals. Guardrails 1 Required if 30" or more above grade. 1 Height (36" high at landings - handrail height atsteps). 1 Openings (small enough that a 4" diameter sphere can not pass through). ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL �y�s'.•.,�+.sKlk`�t!I„E'j!!'•:iiGi'!K!it!Jii=(�!.RIIN!i!i•i r'� �iiE•1,11117yLti�k'�.IiS�Nkary: AIRS w HANDRAIL 1'h' MIN. c,:4p!i�'!�r"' a•� yI7,ItG, a!'UII �::."r'!l:t!;i;'ktl;l;tn � r:l�r. 1' WALL NOT ACCEPTABLE THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH THE --CONTINUOUS' TERMINOLOGY IN THE CODE- HANDRAIL ODS HANDRAIL CONTINUITY NOT ACCEPTABLE 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 ori a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or he appropriate division or staff. 2) #5 rebar :o extend 24 .aches beyond opening. Reinforcement for openings in plain concrete ar to extend ning. Doorway: uire rebar in 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. * 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) 00 .� E 2 co Z N 2 MIDDLE OF SPAN, A. NOT REQUIRING STIRRUPS SEE TABLE R611.7(2), R611.7(3), R611.7(4), R611.7(5), OR R611.7(8) LINTEL REINFORCEMENT AS REQUIRED A — LINTEL 24" L>_2'(0.61m) 0.6 m ;0.6 m' WALL REINFORCEMENT AS REQUIRED OPEN REINFORCEMENT AS REQUIRED PER TABLE R611.7(1) FIGURE R611.7(2) REINFORCEMENT OF OPENINGS 1.5 IN. MIN. 2.5 IN. MAX. - 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. 1 14----T� .IBM ME NM MIN Ell i.: ■•1 NMI MEI MEI —1 -I1 — 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 Dl 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 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 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 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".",` NO. 4 BOTTOM BAR SIZE MINIMUM LINTEL THICKNESS, T (inches) 3.5 5.5 7.5 9.5 LINTEL DEPTH, D (inches) 8 12 16 20 24 8 12 16 20 24 8 12 16 20 24 8 12 16 Supporting Roof Only MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, A)° Supporting Light Framed 2nd Story and Roof Supporting ICF Second Story and Roof Ground Snow Load 30 psf 4-9 (1-2) 6-8 70 psf 4-2 (0-9) 5-5 (1-3) 30 psf 3-10 (0-8) 70 psf 3-4 (0-6) 30 psf 3-5 (0-6) 70 psf 3-1 (0-5) 5-2 (1-10) 4-2 (1-2) For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 1:N/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: IJ240. 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) eEcdt MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS • • NO. 5 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 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) 3-11 (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) 5 1 ( 0) 20 11-1 (3-5) 9-1 (2-3) 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)9-9 .. 16 (4-1) r�� a X11 -1D1 iia 1�� 6 20 ��' irv,✓:: '"i '�yti.rY" ��3" ..l �°'c�Y,� b}�i944 .ByMs"r �si^€ 2 ya'F1y'a3� 75 8 6-1 (2-6) 5-2 (1-8) 4-9 (1-5) 4-3 (1-1) 4-3 (1-1) 11� 12 8-2 (4-0) 16 �°.• 'L'2• r�t� '9`x�" �"$v ii '�"�Pt '�e'"� 'r-" `� „��'t`. �..Y'%"� i x� '� �+,;n �F .. t*x t ) � 6 20 24 6-4 (3 1) 74) 5-2 (2-1) 4-10 (1 9) s� 1r 9.5 8 - 16 d 9� 24 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: 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 R61 1.7(2) and Section R611.7.3.2. f. 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LNC Z:of ( a z OZ T T- � O m Q m rm N m r I"0 m � rZ ZAA N Ot- C1(� zrrx Z D �r (D 6 uM r �� n n > A Os zr i0 nOz AAA O Y 3 Nm o� 5" M, (iL' ' N` p T m in V �l xl y x m � o s Rr Z r n -a r Z:of ( a z OZ T T- � O m Q m 2 � 6i 0 N --1111/ zrrx Z Wiz_ UC o i= v_ N go n n T m i0 AAA 5" M, (iL' ' N` p T m in (n - w y x m � o s Rr Z r n -a r 0 m 3 jw m 7[I m OZ T m Q m 2 � 6i 0 -3� zrrx Z Wiz_ UC o i= v_ N go n n i0 5" N Z s cp n \/1/\/1/1X F"' , _ 1/O/O EEo w \ / cNbn A1oZ of ID E ZI Z E N in -Di o- goot r Fav N� ZLP OA - b to O �+ �CD,oa ` - O ti C (D rnw� oCD' r �wCD n .i01 c gori z m A o N I N Ogo a' p b x my b m Z ,x„ p �M! m y A Z ED CZi� IP m C 3 a ti N' N .fl CD O . O Vi G r G p -3� zrrx Z Wiz_ UC o i= v_ -iv i�zzrZZ NOTES AND SPECIFICATIONS GENERAL NOTES er s a veri FOUNDATION & CONCRETE _ DRYWALLGLAZING 3• Handrails from a uar rads 36 in height shall be provided where porches, balconies; or raised floor surfaces are greater than 30" above 1. Exterior walls shall provide the building with a weather weather corrections made to the drawings in the field... projecting wall sballhave aspace ofnot FLASHING/WALL D less than 1 2" between the wall and the handrail. Handrail ESIGN REQUIREMENTS 1. All construction to be in accordance with 2003 IRC, local, ��`� Minimum concrete compressive strength to be.1500 P.S.F. 1. The 2003 IRC section 309.2 states that the garage shall be cross-sections sball comply with IRC Sect. R311.5.6.3. COVERINGS �O� 7E7) INGS Handrails with a circular cross-section shall have an outside l• V 1� and state building code requirements. All foundation walls to comply with IRC section R404.1.1-2. ; separated from the residence and its attic area by not less than diameter of at least 1 4" and not greater than 2". 2 The build h It 1. All footings to bear on firm undisturbed soil All footin s to g 2" G.W.B. applied to the garage side. Garages beneath habitable rooms sh "b Table R301.2 (Q: 4 d "' G ly all dimensions and conditions on drawings and shall be responsible for all adjustments and 9 extend below frost line (verify requirement with local building a e separated from all habitable rooms above by not less than e" "Type X" G.W.B. or equivalent. All glazing within 18" of floor orwithin 12" of door to be tempered glass or protected by means of a solid barrier railing uar rads 36 in height shall be provided where porches, balconies; or raised floor surfaces are greater than 30" above 1. Exterior walls shall provide the building with a weather weather corrections made to the drawings in the field... department). Foundations supporting wood to extend at least Where the separation is afloor-ceiling assembly, the structure 36" from floor. 0 the floor or grade below (Sect. 8312). -resists -resistant exterior wall envelope. The exterior wall 6" above adjacent grade. supporting the separation shall also be protected by not less 10° F Ice shield underlay: envelope shall Include flashing as described In Section R703.8. Flood hazards: 1612.3 IBC, FEMA map thanhe ' G.W.B.G.W.B: or equivalent. Enclosed accessible space under Sliding glass doors to be tempered glass. Mean annual temp: exterior wall envelope shall be designed and constructed 3. Written dimensions on these drawings shall have 2• Section R401.2 of the 2003 IRC requires that foundation stairs shall be protected on the enclosed side with 2" G.W.B. in such a manner as to prevent the accumulation of water precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions construction shall be capable of accommodating all loads according to Section R301 and of transmitting the resulting 0 9 (R311.2.2). Glazing in locations subject to human impact such as glass doors; glazing Immediately adjacent to doors; TT�TC+T TT ATI INSULATION ON within the wall assembly by providing awater-resistive bonier and conditions on the job and this office must be notified of any variations from the loads to the supporting soil. Fill soils that support footings and - foundations 2. Single -ply application. All edges and ends of gypsum such glazing adjacent to any surface normally used as walking surface; V L behind the exterior veneer, as required by Section R703.2 dimensions and conditions on these drawings. - - shall be designed, Installed and tested In accordance with accepted engineering practice. Gravel fill wallboard shall occur on the framing members, except those edges and ends whirr are perpendicular to the framing sliding glass door units, including fixed glassanels which are P part of such units; shower doors; tub enclosures; and stone - 2. Flashing shall be used at all of the following l ocations: used as footings for wood and precast concrete foundations I shall comply with Section R403. members. All edges and ends of gypsum wallboard shall be in doors shall be of safety glazing materials. Safety glazing 1) At the Intersection of chimneys or other masonry moderate contact except In concealed spaces where materials are those so constructed, treated or combined with construction with frame or stucco walls, with 3. The r grade away from foundation walls shall fall a minimum fire-resistant construction or diaphragm action is not required. other materials as to minimize the likelihood of cutting and projecting lips on both sides under stucco co in S. copin f 6' piercing injuries resulting from human contact with t his glazing Sl b d f 2 U d now load: 39 lbs/s .ft. ed (ust): 85 m h/70 fastest desi n rate o : ISO 33 C ing: Severe depth: r 24" : Slight None to sli ht sign temp: 10° F Ice shield underlay: Yes, Flood hazards: 1612.3 IBC, FEMA map Air freeze Index: 1232 Mean annual temp: 47.2° F a on gra a oundWon insulation shall be R-10 to a point ) n er and at the ends of masonry, wood or metal 0 orches within the first 10 feet. Exception: Where lot Imes, 3. Fasteners shall be spaced not less than I" from edges a material and include such materials as laminated P /� / + s g and, glass, 24" vertical or horizontal at exterior wall. copings and sills. FRAMING walls, slopes or other physical barriers prohibit 8 Inches of talc' ends of gypsum wallboard. Fasteners at the top and bottom tempered glass, wired glass and safety plastic (Section R 308). within 10 feet, drains or swales shall be provided to ensure plates of vertical assemblies, or the edges and ends of ) 3) Continuously above all projecting wood trim.."�+ 7 g Cut batt. insulation 2" to wider/ longer than actual j 0LOADING SPECIFICATIONS drainage away from the structure. Section R401.3 of the 2003 horizontal assemblies perpendicular to supports, 4) Where exterior porches, decks or stairs attach to a CATIONS P p pports, and at the dimension to insure snug tit without voids. IRC requires that surface drainage shall be diverted to a storm.. wall line; may be omitted except onshear-resisting elements wall or floor assemblyof wood frame „ construction. _ 1. Use �"tongue and groove plywood subfloor nailed or sewer conveyance or other approved point of collection so as or fire-resistant assemblies. Fasteners shall be applied in such PP Kraft -faced or foam plastic insulation cannot be left exposed. 5) At wall and roof intersections screwed and glued, oras specified on drawings. See Table not to create a hazard. Lots shall be graded so as to drain � a manner as not to fracture the face paper with the fastener STAIRS Design Loads, Design Category C; R503.2.1.1(1&2). surface water away from foundation walls. head. 6) At built-in gutters Floor: DL 15# s.f. + LL 40# s.f. = 55# s.f. total 2. All joists or beams framing into beams, headers, or 4. Section R401.4 of ansisive, compressible, shifting 3. Weather exposed surfaces shall be provided with a Roof: DL 15# s.f. + LL 80# s.f. = 45# s.f. total. likely to have exp1. A minimum headroom clearance for stairways of not less Stairs: 100 ttthe 2003 IRC requires that In areasing or ocher # s.f. total weather -resistive barrier (building felt or approved material) in Decks: 60 girders shall be supported with "U" type Simpson (or equal) unknown soil characteristics, the building official shall than 6'8" shall be provided (Sect. R311.5.2). EMERGE.1 V CY EXITS accordance with Sec # s.f. total beam hangers. All post/beam connections to be made with determine whether to require a soil test to determine the soil's L R703.7.2.1 and Table R703.4. NOTE: Refer to 2003 I.R.C. table R502 3 .1 &2 and N R50 approved connectors where it is required. characteris'c� at a particular location. This test shall be made 2. The maximum riser height shall be 7 and the minimum - �} 2.5.1&2 for allowable unit stresses &consult local 0� by an a. ad agency using an approved method. tread depth shall be 10". The largest tread run and the greatest 1.. Basements with habitable space and eve sleeping r 4. Exterior stone or masonry veneer shall be supported In O� P every p g Door PP building code agency for allowable local loading conditions. 3. Provide solid blocking between joists riser height within any flight of stairs shall not exceed the shall have at least one operable window or exterior door accordance with Sections R703.7.2.1 and R703.7.2.2. Q' 5, smallest by more than 3/8 Inch (R311.5.8 IRC). The profile of r conforming to Section R310.1 for emergency escape or rescue. treads and risers shall conform to section R311.5.3.3. The egress units shall be operable from the inside to provide a 5. Roof valley flashing not less than no. 26 galvanized sheet HEADERS fill clear opening without the use of separate tools. If a 3. Stairways shall have a minimum clear width of 36" above gauge corrosion resistant metal over underia meet of type 15 . Fastners for pressure -treated wood shall be of basement is to be used as habitable space, it must meet the 4. All plywood to be standard grades with exterior glue. hot dipped galvanized steel. the permitted handrail height. Stairways shall have a minimum min requirements for light, ventilation an felt extending 10"from center line each way. clear width of 31.5" at and below the handrail where only one g • d egress. /p j-( Plywood nailing to be 8d common at 6" O.C. at edges and 12" 0 t_IJ O O.C. at intermediate bearings. Install 2" roof sheathing and 4 ° 6. Fill underground supported slab with 4" well compacted handrail is provided, or 27" where handrails are provided on " floor sheathing with the face grain perpendicular to supports.sand or gravel. Provide keyed control joints in slabs on grade both sides (R311.5.1). 2. Minimum opening area for all emergency escape and al 25' on center and -1" tooled Joints @ 5' on center in exterior, 4. All stairways, both interior and exterior, shall be provided ori nopenings shall be 5.7 sq. ft, (Exception: grade floor p, gs shall have a minimum net clear opening of 5.0 sq.ft.) 5. All exterior doors or doors to unheated spaces to be solid slabs on walks. with illumination, Including lion a landings and treads R303.o . core and weatherstrinned. g g ( ) l7 he minimum height dimension shall be 24 inches. The 7. Provide 6 mil. poly barrier over crawl grade. rt nuam width dimension shall be 20 inches. Where windows 5. There shall be a floor or landing at the top and bottom of are provided as a means of egress or rescue they shall have a 0 6. Doors between the garage and residence shall be 1 8" thick VENTILATION each stairway (except of the top of an Interior stairway provided p; solid wood, solid or honeycomb core steel, or 20 minute 8. Maintain 18 top of grade to bottom of joists. (12" min. finished sill height not more than 44 inches above the floor. below girders) at crawl grade. no door swings over the stairs). A flight of stairs shall not have fire -rated (Sect. R309.1). a vertical rise greater than 12'0" between floor levels or (ec R310.1.1) FOR A PANEL BRACE (IF NEEDED) � � PANEL EDGES SHALL BE BLOCKED, ' 1 1. Section 303.1 of the 2003 IRC states that the minimum landings. The width of each landing shall not be less than the AND OC " 9. Wood in direct contact with concrete or mason to be J. An exterior exit door that does not through the garage CUR WITH IN 24 OF 7. Minimum ceiling height in habitable rooms & kitchens to be masonry operable area from a habitable room to the outdoors shall be stairway served. ) 7'0". Halls, bathrooms, stairwells, and toilet compartments can pressure treated. 4% of the total floor area of the room. Y (R311.5.4 mnsl be provided. The door must beside -hinged, and not less SHEATHING -TO -FRAMING NAIMID-HEIGHT. ONE ROW OF LING IS be reduced to 8'8". than 3'0" wide & 68" high (Section 11311.4 & R311.1). REQUIRED. iF 2x4 BLOCKING IS USED; Winders nders shall comply with section R311.5.8. Winders in THE 2x4'S MUST BE NAILED 10. Vent crawl areas with net area of not less than 1 sq. ft. for 2• A net ventilation area of not less than I sq, ft. for each 150 residences may be used if the required width of run is provided 8. All Joists parallel to partitions over and headers are to 6e each 150 sq. ft. of under floor area. Locate openings close to sq. H. of underfloor space shall be provided (11408.2). at Dint not more than P 4. At least one exit door shall be required for each dwelling. TOGETHER WITH (3) 16d SINKERS to 2003 IRC table R5 02.5(1). doubled. P 12" from the side of the stairway There shall be afloor or landing on each side of each exterior comers to provide cross ventilation and coverwith corrosion where the treads are narrower, but in no case shall any width door except at the exterior side of doors, other than the rima resistant wire mesh. 3. All penetrations (plate junctions, around windows & doors, of run be less than 6 Inches at any point. P ry 9. Install Simpson H-2.5 fiedowns (or equal) at each rafter any openings through envelope) shall be airsealed. exit door, served by two or fewer risers (Sect. R311.4.3). tail. 11. Beam pockets to have 2i clear airspace around beam 7. Nosing of not less than a" but not more than 11" shall be 4 4 5. Landings shall be at least as wide as the door or stairway E TEN OF HEADER sides and ends. Girders supported on concrete or mason to: 4. Vapor diffusion retarder can bepolyethylene, low erm Y p provided on stairways with solid users. Beveling of eosin shall SHEATHING masonry P 9 0 served and shall have a minimum dimension in rite direction of 10. Foundation cripple studs shall not be less in size than the have not less than 3 bearings. paint, or face stapling with a peen rating of 1 or less, and shalt 1� FILLER IF _. studding for an additional story. Foundation studs of bearin not exceed z .Open risers are perrrtllted, provided that the travel of 36" (Sect. 11311.4.3). T NEEDED ry 9 be located between conditioned and unconditioned spaces. opening between treads does not permit the passage of a 4" walls and partitions shall be thoroughly and effectively braced. 12. Provide crawl access of at least 18"x24" located in easily diameter sphere. - << 16d SINKER :.�ti 3 x ��zJ accessible area. NAILS 3" 11. Fire blocking and draft stopping shall be installed to cut of 5. Exhaust fans: FIRE 7� _ O.C. all concealed draft openings (both vertical and horizontal and 13. A I dam Bathrooms shall have a minimum 50 CFM fan and kitchens a 1' L1\E WA.1\Nl.l V Tyr ry Y p proofing fo below ground foundation or minimum 100 CFM fan. Both shall be vented to exterior with G SYSTEM 6,-�„ , „ X1000 Ib shall form an effective border between floors, between a top masonry walls before backfilling. TO 1 8 -0 HEADER STRAP smooth duct and equipped with back -draft damper. Ducts shall story and a roof or attic space, and shall subdivide attic be of metal and shall have smooth interior surfaces. Kitchen 1000 Ib S spaces, concealed roof spaces and floor -ceiling assemblies. 14. Columns (including in the crawls ace shall be anchored' G UAR D/MAN D RAILS Dwelling units shall be provided with approved smoke TRAP OPPOSITE ( 0 P ) fan shall have a separate termination point. ;; SHEATHING at the base to prevent lateral displacement. Posts require I Whole house exhaust fans are recommended, at 80 CFM detectors. A detector shall be installed in each sleeping room „ int Provide 22"x30"ad access hatch to building attic areas. A positive connection at bottom end (IRC 407.3). minimum on programmable timer set to run twice a da for 30 and at a point centrally located in the corridoror area giving S g Z FASTEN TOP PLATE WITH 2 Z minimum of 30" head clearance Is required. minutes each or equivalent. Such fan shall have a zone rating 1. All unenclosed floor and roof openings, open and glazed access to each separate sleeping area. 0 --ROWS OF 16d SINKER NAILS __. 15. Garage floorsurfaces shall be sloped to a drain or toward sides of landings, stairwells, and ramps, balconies or porches 0 of 1.5 or less and shall be equipped wish aback -draft damper. W @ 3" O.C.OC-TYP'L 13. Unless otherwise specified, use douglas-fir larch no. 2 or the main vehicle entry (Sect. R309.3). which are more than 30 Inches above grade, or the floor below, ' _ better. and roofs used for other than service of building shall be _ FASTEN SHEATHING TO HEADER' 6. Recommended supply of fresh air is 10 CFM per bedroom protected by a guardrail I\OOF f 1 V G i WITH 8d COMMON OR GALVANIZED 8+' 1VUN;;' ;,r J c U E IN 3( B_ _ plus 10 CFM for living areas via window vents, or through a 6 /C.LIL.! 1 V G BOX NAILS IN 3"GRID PATTERN f HIGKNESS Ili On decks and porches, ledger board shall be lag bolted to connection to the return air plenum of the furnace. n�T T _ AS SHOWN AND 3" O.C. IN ALL _WOOD �f LL solid wood with min. 2" bolts @ 16" o.c., 2 per stud. 2. Handrails shall not be less than 36 Inches In height, except C CONSTRUCTION ST.RUCTION FRAMING (STUDS, BLOCKING AND STRUCTURAL ^ U FOUNDATION STEEL on stairways where they may be 34 to 38 Inches. Open ., SILLS) TYP'L PANEL W d 15. Asphalt-selurated felt free from holes and breaks, handrails and stair railings shall be continuous the full length ofSHEATHING CO H weighing not less [tion 14 lbs. per 100 sq.ft. and complying the stairs, have ends which are returned, rounded, or bent, and 1. Asphalt shingles shall be installed according to o t�. with ASTM D 226 or other approved weather -resistant material shall have Intermediate rails or an ornamental pattern such manufacturer's specifications o 10 ' Z 0 P P over approved z plywood or OSB p shall be applied over studs or sheathing of all exterior walls as 1. Verify with Local Building Department requirements for that a sphere 4 Inches in diameter cannot ass through. Sec. sheathed roofs. Two layers of underla ment c MIN. 2x4 Z WIDTH BASED ON 6'9 P 9( Y y cemented HEIGHT -TO -WIDTH -FRAMING- O Q required by Table R703.4. Such felt or material shall be soil types and soil bearing pressures for determination of steelR311). Stairways shall have at least one handrail, and together or of a self-adheringpolymer modified i - applied horizontally, with the upper layer lapped over the lower In foundations and footings per I.R.C. handrails shall be installed on open sides of stairways. P Y bitumen sheet RATIO: , , TYP'L U (n shall be used in lieu of normal underlayment. it shall extend FOR 120" HEIGHT, MIN WIDTH=20" W layer not less than 2". Where joints occur, felt shall be lapped 404.1.1(1)-404.1.4.1.1(4). from the eave's edge to a point at least 24" inside fire exterior FOR 96" HEIGHT, MIN WIDTH=16, ETC. w I - not less than t3". wall line of the building. 0 ;,5,•, MIN (2)2x4 Z 2. Shingles shall not be installed on roof pitches less than 3:12. Shingles can be installed on pitches as low as 2:12 if two .. - MIN 2"x2"x3/16 layers of type IS felt are applied shingle fashion. PLATE WASHER 3. Wood shingles and shakes for roofs shall bear the label of71 an approved inspection bureau or agency. ANCHOR BOLT 4. Shakes shall be laid with not less than 18 inch wide of type PER CODE 30 felt shingled between each course and not exposed to weather. 5. Enclosed attics and enclosedrafter spaces shall be ventilated in accordance with Section 11806.1, flop o ,and r RON I ELL V ATION � S L'+,CTI 11806.3: Venting ratios: I to 150 for eave or rooftop only Li L1 ventilators, 1 to 300 for combination of eave and rooftop ventilators. PORT AL TRAMS BRACING 6: Crickets and saddles shall be provided 9 the ridge side of �.LTI LOUT I IOLD�DO YY 1 V S any chimney greater than 30" [vide (Sect. 11905.2.8.3). NOT TO SCALE of 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 REV9Evft{° { x FO .a$"3 'E ' •MPU,�ANCE rpoKA .,: ifEP ' ;t T. DI .GDMSION A&