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2006, 11-17 Permit App 06004529 Addition
Project Number: 06004529 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: RESIDENTIAL ADDITON-MAIN-UPPER FLOOR Setbacks: Front Site Information: Plat Key: Left: Right: Rear: Name: Range Date: 11/17/2006 Page 1 of 3 Contact: O'GUINN & SONS CONSTRUCTION Address: 8900 S MULLEN HILL RD C - S - Z: SPOKANE WA 99224 Phone: (509) 981-8891 Group Name: Project Name: District: Nort Parcel Number: 35121.1902 Block: SiteAddress: 3017 N GIRARD RD Location:: CSV Zoning- UR-3.5 Urban Residential 3.5 Water District: 002 ORCHARD AVENUE Area: 17,493 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Lot: Owner: Name: D AUTEUIL, JOHN T & DANIELL Address: 3017 N GIRARD ST SPOKANE VALLEY, WA 99212 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Released By: Originally Released: 11/16/2006 By: TMELBOU Landuse/Zoning/HE Conditions Permits: Released By: Originally Released: 11/16/2006 By: cjjanssen Operator: jmm Printed By: jmm Print Date: 11/17/2006 Project Number: 06004529 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Date: 11/17/2006 Page 2 of 3 Contractor: O'GUINN & SONS Firm: O'GUINN & SONES CONSTRUCTI Address: 8900 S MULLEN HILL RD #636 Phone: (509) 981-8891 SPOKANE WA 99224 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 2ND FLOOR R-3 VB 206 $ I5,384.08 206 $15,384.08 RES ADD R-3 VB 308 $26,601.96 308 $26,601.96 Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Contractor: O'GUINN & SONS Address: 8900 S MULLEN HILL RD #636 SPOKANE WA 99224 Totals: 514 $41,986.04 514 $41,986.04 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Mechanical Permit Fee Amount $562.95 $4.50 $225.18 $792.63 Firm: O'GUINN & SONES CONSTRUCTI Phone: (509) 981-8891 Plumbing Permit Contractor: O'GUINN & SONS Firm: O'GUINN & SONES CONSTRUCTI Address: 8900 S MULLEN HILL RD #636 Phone: (509) 981-8891 SPOKANE WA 99224 Item Description TOILETSBIDETS SINKS TUBS Units Unit Desc 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF Operator: jmm Printed By: jmm Fee Amount $6.00 $6.00 $6.00 Permit Total Fees: $18.00 Print Date: 11/17/2006 Project Number: 06004529 Inv: 1 Notes: Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Payment Summary: Permit Type Building Permit Plumbing Permit Fee Amount Invoice Amount $792.63 $792.63 $18.00 $18.00 $810.63 $810.63 Amount Paid $0.00 $0.00 Date: 11/17/2006 Page 3 of 3 Amount Owing $792.63 $18.00 $0.00 $810.63 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: jmm Printed By: jmm Print Date: 11/17/2006 Project Number: 06004529 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: RESIDENTIAL ADDITON-MAIN-UPPER FLOOR Setbacks: Front Site Information: Plat Key: Left: Right: Rear: Name: Range Date: 11/15/2006 Page 1 of 3 Contact: O'GUINN & SONS CONSTRUCTION Address: 8900 S MULLEN HILL RD C - S - Z: SPOKANE WA 99224 Phone: (509) 981-8891 Group Name: Project Name: District: Nort Parcel Number: 35121.1902 SiteAddress: 3017 N GIRARD RD Location:: CSV Block: Zoning: UR-3.5 Urban Residential 3.5 Water District: 002 ORCHARD AVENUE Area: 17,493 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Lot: Owner: Name: D AUTEUIL, JOHN T & DANIELL Address: 3017 N GIRARD ST SPOKANE VALLEY, WA 99212 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Released By: Landuse/Zoning/HE Conditions Permits: ,V., 1. t I to ( G Lf Released By: Operator: jmm Printed By: jmm Print Date: 11/15/2006 Project Number: 06004529 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: O'GUINN & SONS Address: 8900 S MULLEN HILL RD #636 SPOKANE WA 99224 Description Grp Type Notes RES ADD R-3 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Contractor: O'GUINN & SONS Address: 8900 S MULLEN HILL RD #636 SPOKANE WA 99224 Contractor Address: O'GUINN & SONS 8900 S MULLEN HILL RD #636 SPOKANE WA 99224 Item Description TOILETS/BIDETS SINKS TUBS Building Permit Date: 11/15/2006 Page 2 of 3 Firm: O'GUINN & SONES CONSTRUCTI Phone: (509) 981-8891 This Application: Total Project: Sq Ft Valuation Sq Ft Valuation 444 $38,348.28 444 $38,348.28 Totals: 444 $38,348.28 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT 444 $38,348.28 Fee Amount $532.65 $4.50 $213.06 Permit Total Fees: $750.21 Mechanical Permit Firm: O'GUINN & SONES CONSTRUCTI Phone: (509) 981-8891 Plumbing Permit Firm: O'GUINN & SONES CONSTRUCTI Phone: (509) 981-8891 Units Unit Desc Fee Amount 1 NUMBER OF $6.00 1 NUMBER OF $6.00 1 NUMBER OF $6.00 Operator: jmm Printed By: jmm Permit Total Fees: $18.00 Print Date: 11/15/2006 Project Number: 06004529 Notes: Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Payment Summary: Permit Type Building Permit Plumbing Permit Inv: 1 Fee Amount Invoice Amount $750.21 $750.21 $18.00 $18.00 Date: 11/15/2006 Amount Paid Amount Owing $0.00 $750.21 $0.00 $18.00 $768.21 $768.21 $0.00 $768.21 Page 3 of 3 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: jmm Printed By: jmm Print Date: 11/15/2006 ��,� Permit Center 1 S 6kane 11707 E Sprague Ave, Suite Ibfr6D) ( m `TallSpokane Valley, WA 99206 �} 1 (509)688-0036 FAX: (509)68g-0a37 Community Development w'w.spokanevalley.org.com Residential Construction Permit Application NOV 14 in-- �t _r, r1 n I 1 l i - ❑ iV ew Constructi(,.7 onA o Accessory Bldg ,Addition/Remodel o Deck ❑ Other: ERMIT NUMBER: /IS 2-5) 'PERMIT FEE: SITE ADDRESS Q/ 7 ti 2.42 /2-4a Spv U��L ASSESSORS PARCEL NO:3S72/_ /CZ) 2- LEGAL DESCRIPTION: Building oWner Name: `j © k AV./ALL-n) i e LL. c. d2' i , , Te , .1 Address: 3O/ '7 A.) (xu l's ,,.d/nn ,Gk , City:.S*64/1 e 1/ Zip: g9? / 2— Phone: ?/- f-S 917S-Fax: 2,4- C_ot tact Person :. Name: 1,-2/-, (t) Phone: - ry 9 / Contractor.: Name: �g-v,�viti 9z- _So/U '.S- Address: P49 go X / y/8°s- 2_ CitTia.)'iitk-2 t/ Zip: 9 %/ V Phone: 97j -3 /9/ Fax: y yf - ? `/i 2- Lk Now;,„, ccis-D(pcxp. Date: //- - 0 7 City Business Lic No: 6, 0 Z. - 5 S — 3 9 7 s_.?Sp--12g Describe the scope of work in detail: Cost of Project: n-' 7 6774- 7 **************The following MUST be complete: (write N/A if not applicable)************ j*p • *** A'rer HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE PACE: IMPERVIOUS SURFACE AREA: /'-- MAIN FLOOR SQ. FTG: i 3fl� 2Nu FLOOD SQ. FT : *x / o �`/i G UNFIN BASEMENT SQ. FTG: /T/ /2 FINISHED BASEMENT SQ. FTG: „7_,, .4 GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: Xi "1- 30% SLOPES ON PROPERTY: # OF BEDROOMS: ... �..... / CONSTRUCT ION PE: �J*� �c�1� a� . rr HEAT SOURCE: ae 7°4( ;ctd,) SEWER OR SEPTIC? �_,A1,--....1--4- 2 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 et Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 6/25/2005 ❑ Other SiiakaS'aell e3' 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhalt@spokanevattey.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations O 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One -hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan O Insulation information Spokane . Va11ey Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development www.spokanevalley.ora Plumbing Permit Application PERMIT NUMBER: PERMIT FEE: ❑ Commercial ❑ Residential SITE ADDRESS: 20/ / 4% 6:/2.4e_2:) �� 2 Building Owner Name: c.1 Phone: 7/V— 5-9Z2,3— Fax: Address: /lJ �©/'7 6-.2�ae6 Rik, Ci �)) State: ty��eCi4n.� LcJ Zi p f c'_ Contractor Name: [/C_vi�c../� `ve..56%tiS Phone: ` �7�y/ Fax: YY� `�Y/ a_ Address: pp ✓3oX %yypSZ City t-1.0 Vi/i State: 4/4_ V"' Zip: Q.i.a/ �/. / License No: 44 City Business Lic: Contact Name: a j,¢f r✓ t'_ co 6.,,.,�,. Phone: �, _ S'r�'/—rQ� lam/ DESCRIPTION OF WORK # OF UNITS COST TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS X $6.00 2 URINALS $6.00 3 TUBS $6.00 4 SHOWERS (PER TRAP) BATH, STALL, ON -SITE BUILT $6.00 5 SINKS LAVS/BASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT $6.00 6 DISHWASHER $6.00 7 CLOTHES WASHER $6.00 8 GARBAGE DISPOSAL $6.00 9 WATER SOFTENER $6.00 10 ELECTRIC HOT WATER TANK NOTE: IF GAS,SEE MECHANICAL $6.00 11 FLOOR DRAINS AREA, CASE, COIL, TRENCH, CONDENSATE $6.00 12 ROOF DRAINS/OVERFLOW DRAINS $6.00 13 FOUNTAINS, DRINKING $6.00 14 WATER PIPING/DRAIN-IN WASTE, VENT, PLUMBING, REVERSAL NSTALLATION, ALTERATION, REPAIR, REVERSALS $6.00 15 SEWAGE EJECTOR GRINDER, SUMP PUMP $6.00 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP COOLER $6.00 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS $6.00 18 INTERCEPTORS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK $6.00 19 20 MEDICAL GAS (per outlet) MISCELLANEOUS PLUMBING FIXTURE NITROUS, OXYGEN X X $6.00 $6.00 21 PRIVATE SEWAGE DISPOSAUSYS 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: Permit Center Sji kane 11707 E Sprague Ave, Suite 106 ..Valley Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development www.spokanevallev.ore Mechanical Permit Application PERMIT NUMBER: PERMIT FEE: ❑ Commercial Residential SITE ADDRESS: 07 17 IL" G/ 2 42 CO ,? 5"C:7 © A/4/‘-v Building Owner /J��Name:`10 h rV }�V)CLZ.0 GC /lVTNV,.L Phone:`7/ly _,5-3.' 1/4;4 Fax: �t/0}- n Address: 301?iv c-/ 12Gt/Z.-�Y pi, City: tJ,f}.st-c_ (% State: l/Ji_ Zip: q( 5, 2/ Contractor Name: 0 / vi,,c�/v p _.. 5-'0 /V .S Phone: >J / riv' / T) Fax: L/YC� - y1 y/ �-- Address: pQ go X y/ s? - Z City: 52,.,,ey,,e / j State: w,t,7 , Zip: 9 yr'2i C/ License No: ��"� s City Business Lic: ‘6) :2-�� G2 ys D c�s"�, -- 9/ / Contact Name: G,4,,.,// /1c,„ e t9 C. ..� /w''%. Phone: 1'/ - f ' / DESCRIPTION OF WORK # OF UNITS COST TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 $12.00 2 FUEL BURNING APPLIANCE More than 100,000 $15.00 3 UNLISTED APPLIANCE (Additional Fee) Equal to or less than 400,000 $50.00 4 UNLISTED APPLIANCE (Additional Fee) More than 400,000 $100.00 5 USED APPLIANCE (WSEC min. AFUE rating) Equal to or less than 400,000 $50.00 6 7 USED APPLIANCE (WSEC min. AFUE rating) BOILER/REFRIGERATION More than 400,000 1 - 100M BTU $100.00 $12.00 8 BOILER/REFRIGERATION 101 - 500M BTU $20.00 9 BOILER/REFRIGERATION 501 - 1,000M BTU $25.00 10 BOILER/REFRIGERATION 1,001 - 1,750M BTU $35.00 11 BOILER/REFRIGERATION More than 1,750M BTU $60.00 12 GAS LOG, GAS INSERT, GAS FIREPLACE $10.00 13 RANGE $10.0D 14 DRYER $10.00 15 FUEL. BURNING WATER HEATER $10.00 16 MISC. FUEL BURNING APPLIANCE $10.00 17 18 19 GAS PIPING (each outlet) DUCT SYSTEMS VENTILATING FANS $1.00 $10.00 $10.00 20 AIR HANDLER (DOES NOT include ducting) Equal to or less than 10,000 CFM $12.00 21 22 AIR HANDLER (DOES NOT include ducting) EVAPORATIVE COOLERS Greater than 10,000 CFM $15.00 $10.00 23 TYPE HOOD $50.00 24 TYPE II HOOD $10.00 25 HEAT PUMP/AIR' CONDITIONER 0-3 TON $12.00 26 AIR CONDIT1dNER 3-15 TON x $20.00 27 AIR CONPIITIONER 15-30 TON $25.00 28 AIR CONDITIONER 30-50 TON $35.00 29 AIR CONDITIONER More than 50 TON X $60.00 30 LPG STORAGE TANK $10.00 31 WOOD OR PELLET STOVE/INSERT $10.00 32 WOOD STOVE - FREE STANDING $25.00 33 REPAIR 8, ADDITIONS $15.00 34 VENTILATION SYSTEMS $12.00 35 VENTILATION MECHANICAL EXHAUST $12.00 36 INCINERATOR - RESIDENCE $19.00 37 INCINERATOR - COMMERCIAL x $22.00 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: WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Option Glazing Area1D: % of floor Glazing U-Factor Door9 U- Factor Celling2 Vaulted Ceiling Wall12 Above Grade Wall? 1nt` Below Grade Wall? ext4 Below Grade Floor SIab6 on Grade Vertical Overhead', I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 int' R-21 R-12 R-30 R-10 II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-58 R-21 R-12 R-30 R-10 III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-58 R-21 R-12 R-30 R-10 IV. 25% Group R-1 Occupancy Only 0.35 0.58 0.20 R-38 / U=0.031 R-30 / U=0.034 R-21 int' / U=0.054 R-15 R-12 R-30 / U=0.029 R-10 / F=0.54 V. Unlimited Group R-3 Occupancy Only 0.35 0.58 0.20 R-38 R-30 R-21 int' R-21 R-12 R-30 R-10 VI. Unlimited Group R-1 Occupancy Only 0.32 0.58 0.20 R-38 / U=0.031 R-30 / U=0.034 R-21 int' / U=0.054 R-15 R-12 R-30 / U=0.029 R-10 / F=0.54 * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5_ 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 WASHINGTONSTATE UNIVERSITY ENERGY PROGRAM 1-7 4r•••••• . on amo ••••••••••• am MOM 41•1111111.11•111•1•111100 OM MO •11•1•11•1•1 OW MIR EX1,51"...51-10P 241-0" 119.5' ONO 01•1111 ONO •10. 3011 N GIRARD ST PARCEL *35121.1902 0.40 ACRE 311-6" 1V-0" 301-0" GRAVEL DRIVEWAY u_ 0 F-7 X 11951_ _ TING FE E ADDITION NEW- 256 SO FT E.X1.511N6" LIOLL5E. OM. GIRARD STREET .5ITE PL6eN SCALE: 1".20' r COLLAR TIES COMPOSITION ROOFING DOWER TO MATCH — EXISTING FASCIA 151) UPPER FLOOR TOP PLATE T. DATE: afi ADDITION NEW pArzcEL SCALE: NTS HOUSE XISTIN ADDITION II. III L 1 EXTER1012 ELEVATION — NOIZT-1-1 SCALE: 1/8"=11-0" COLLAR TIES ROOF SLOPE TO MATCH EXISTING EGRESS WINDOW UPPER FLOOR TOP PLATE HORIZONTAL LAP SIDING MAN FLOOR FINISH GRAPE PLIOTO3OUTJXA3TEXTERIOZ [7:;_LEVATIONI \\/E.-5-F SCALE: 1/8"---1`-0" HOUSE EXISTING TRIM CORNERS AND OPENINGS HORIZONTAL LAP SIDING -,- MAIN FLOOR FINISH GRADE Fr 1 EXTE121012 ELEVATION — giforzT ,) LVF-r2".Y bC-"0 mAtz- TO - .5111 2.E T1JE_ ACCLEZACY OT\vw5 F LIE.6E by AV.Llottim 14N. Llo pc-5TL CT" cLEciL. a VER.Fy All_ .51a1.5 1,121012. TO cogypaucpal ALL IMA.S. 1E-510.5. ARIZA1\44ENT.5. 1,r2AVI<5 a PLAN6 -5C-T FOI2-TI-I tJ -rib _WELT ARE TLE op4NAL PlzocucT oF. 0A/Nc.DI5Y. ANo ARE, I'LL PIZOPURTY OF IT-5 P-C--5PE-CTIVE- OWNC12(5) cfl > z UL0_ 0 1_11-1 o at 1— jfl x z SCALE: 1/4"=P-0" WALL BRACING NOTES This house was designed using continious sheathing method (IRC 2003 R602.10.5). Provide 24" braced wall panel © all comers IRC Table R602.10.5 Length requirements for braced wall panels in a continuously sheathed wall: min. lengtn of Max. braced wall panel openng height next to b.w. panel (% of wall height) 8' wall 9' wall '10' wall 48" 54" BO" 100% 32" 36" 40" 85% 24" 27" 30" : 65% 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. P a `otrt2.....1,0 2. 40 Exterior braced walls to be located at each end and at least every 25 feet on center but not less than 16% of braced wall line. Braced wall lines shall be continuously sheathed with 16" APA RATED SHEATHING 24/16, exposure 1, as a continuously sheathed wall. Install panels in a vertical direction. Panel edge nailing is 8d CO 6". Panel interior or field nailing is 8d @ 12". Edge blocking is not required. Nailing is based on common nails. Alternate nail is 8d box galvanized. See 2003 IBC Table 2304.9.1 for other nailing. Stagger top plate splices by 2'-0" min. and nail splice with 16d @ 3". Anchor bolts should be installed within 12" of the end of a wall or the end of a plate at a splice. Anchor bolt min. embedment is 7". Install floor and roof sheathing with face grain perp. to supports with long edges continuous over 2 or more supports and short edges staggered. For alternate braced walls refer to details provided on plans. Interior braced walls to be gypsum board with minimum" thickness placed on studs spaced a maximum of 24" o.c. and fastened at 7" o.c. with gypsum board nails, 0.086" in diameter, 15/8" long, 92" head. Roof sheathing shall be 76" APA RATED SHEATHING 24/16, exposure 1. Nail with 8d @ 6" at panel edges and 8d @ 12" at field. Floor sheathing shall be 3" T&G APA STURD-I-FLOOR 24 O.C. or equal. Glue and nail with 8d ring or screw shank @ 6" at panel edges and 8d © 12" at field. HEADER NOTES All headers supporting roof and ceiling to be (2) 2x10 minimum for max. span of 6'1" with 2 jack studs, unless otherwise noted on plan. Headers supporting roof, ceiling & center bearing floor to be (3) 2x10 minimum for max. span of 6'7" with 2 jack studs, unless otherwise noted on plan. All headers supporting roof, ceiling, and two center bearing floors shall be (3) 2x10 minimum for max. span of 57" with 2 jack studs, unless otherwise noted on plan. To reduce sizes for particular openings, refer to plan or to 2003 IRC table R502.5(1). For all interior header sizes & locations, refer to plan. EMERGENCY EXITS 1. Basements in dwelling units and every sleeping room below the fourth story shall have at least one operable window or exterior door approved for emergency escape or rescue. The units shall be operable from the inside to provide a full clear opening without the use of separate tools. 2. All egress or rescue windows from sleeping rooms shall have a minimum net clear opening of 5.7 sq. ft. The minimum net dear opening height dimension shall be 24 inches. The minimum net clear opening width dimension shall be 20 inches. Where windows are provided as a means of egress or rescue, they shall have a finished sill height no greater than 44 inches above the floor. (Sec. 310.4) FIRE WARNING SYSTEM Dwelling units shall be provided with approved smoke detectors. A detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. STAIRWAY NOTES 1. A minimum headroom clearance for stairways of not less than 6'8" shall be provided (Sect. R311.5.2). 2. The maximum riser height shall be 73/" and the minimum tread depth shall be 10". The largest tread run and the greatest riser height within any flight of stairs shall not exceed the smallest by more than 8" (R311.5.8 IRC). The profile of treads and risers shall conform to section R311.5.3.3. 3. All stairways, both interior and exterior, shall be provided with illumination, including landings and treads (R303.6). ♦ ♦ ♦ m. m EMERGENCY EGRESS REQUIREMENTS FROM SLEEPING ROOMS 1) NET CLEAR OPENING: 5.7 SQUARE FEET GRADE FLOOR OPENING (MAX 44") 5.0 SQUARE FEET 2) NET CLEAR OPENING HEIGHT 24 INCHES 3) NET CLEAR OPENING WIDTH 20 INCHES 4) MAX FINISHED SILL HEIGHT 44" ABOVE FLOOR 5) EMERGENCY ESCAPE & RESCUE OPENING SHALLBE OPERATIONAL FROM THE INSIDE .OF THE ROOM WITHOUT THE USE OF KEYS OR TObLS SMOKE ALARMS SHALL BE INTERCONEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS NECTED AND HARD WIRED IN ,SUCH REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE MANNER THAT THE ACTIVATION OF ON LEEPING R00MS ARE ADDED OR CREATED IN E)(ISTING ALARM WILL ACTIVATE ALL A LA R M S DWELLINGS, THE DWELLING UNIT SHALL BE PROVIDED (BEDROOMS, AREAS A P P R O A C H I N dNITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW BEDROOMS, VAULTED CEILINCOWELLINGS. WITH RISE OF 24" & ON EACH FLOOR) EXI3AUST FANS 10CE0'M kitchen a:, 50CFM bathrooms 804 indry J ADDITION NEW 18'-0" / 12'-9" 8'-9" 4'-0" LIN 2'0"x3'0" bEDIZooM 5'0"X2'0 T-0" WALL C45INETS 2-2X10_ HEADER 4'-0" 4'-0" / 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 '/2 in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door, and not lower than 7 3/ in. below threshold provided the door does not swing over the landing. 18'-0" EXISTING KITCHEN NOISE EXISTING (( J MiJNJ "LOO pL4N - NEV ADDITION - 268 .50 FT SCALE: 1/4"=I'_O" EXISTING WALLS TO REMAIN NEW WALLS TO BE BUILT WALLS TO BE REMOVED NOTE: VERIFY ALL BEAM SIZES AND TRUSS CONFIGURATION BEFORE FABRICATION NOTE: ALL ANGLES ARE 45° UNLESS OTHERWISE NOTED EVERY EFFO ZT 1JA5 6EEN MADE TO 1\1- 51112E TLIE ACQJ2ACy OF Ti1E.5E D2n\VNG'S eY Ak Vow_ t IQi 110\VEVEZ TLL CONTI2ACT02. SLIALL (-Lkc4 a Vr12FY ALL t N.tiON5 PRIOR TO CONSTRUCTION ALL IDEAS. DE.5105. Al2.12.ANGMENTS. DRA\VINgS fi PLANS 5LT FORTLI aJ Till 511EET ADG ot24INAL \VORk. PROL JCT OF. OWNED 6Y. AND ARE T PROPERTY OF 115 RESPECTIVE 0\VNE12.(51 - WALL BRACING NOTES This house was designed using continious sheathing method (IRC 2003 R602.10.5). Provide 24" braced wall panel @ all comers IRC Table R602.10.5 Length requirements for braced wall panels in a continuously sheathed wall: Mil. length of Max. braced wall panel operfing Night next to b.w. panel (% of wall height) 8' wall 9' wait itr wail 48" 54" BO" 100% 32" 36" 40" 85% 24" 27" 30" 65% Exterior braced walls to be located at each end and at least every 25 feet on center but not less than 16% of braced wall line. Braced wall lines shall be continuously sheathed with 76" APA RATED SHEATHING 24/16, exposure 1, as a continuously sheathed wall. Install panels in a vertical direction. Panel edge nailing is 8d @ Panel interior or field nailing is 8d @ 12". Edge bloddng is not required. Nailing is based on common nails. Alternate nail is 8d box galvanized. See 2003 IBC Table 2304.9.1 for other nailing. Stagger top plate splices by 2'-0" min. and nail splice with 16d © 3". Anchor bolts should be installed within 12" of the end of a wall or the end of a plate at a splice. Anchor bolt min. embedment is 7". Install floor and roof sheathing with face grain perp. to supports with long edges continuous over 2 or more supports and short edges staggered. For alternate braced walls refer to details provided on plans. Interior braced walls to be gypsum board with minimum" thickness placed on studs spaced a maximum of 24" o.c. and fastened at 7" o.c. with gypsum board nails, 0.086" in diameter, 1/8" long, 92" head. Roof sheathing shall be 76" APA RATED SHEATHING 24/16, exposure 1. Nail with 8d @ 6' at panel edges and 8d @ 12" at field. Floor sheathing shall be 4" T&G APA STURD-I-FLOOR 24 O.C. or equal. Glue and nail with 8d ring or screw shank @ 6" at panel edges and 8d @ 12' at field. HEADER NOTES All headers supporting roof and ceiling to be (2) 2x10 minimum for max. span of 6'1" with 2 jack studs, unless otherwise noted on plan. Headers supporting roof, ceiling & center bearing floor to be (3) 2x10 minimum for max. span of 6'7" with 2 jack studs, unless otherwise noted on plan. All headers supporting roof, ceiling, and two center bearing floors shall be (3) 2x10 minimum for max. span of 57" with 2 jack studs, unless otherwise noted on plan. To reduce sizes for particular openings, refer to plan or to 2003 IRC table R502.5(1). For all interior header sizes & locations, refer to plan. EMERGENCY DOTS 1. Basements in dwelling units and every sleeping room below the fourth story shall have at least one operable window or exterior door approved for emergency escape or rescue. The units shall be operable from the inside to provide a full dear opening without the use of separate tools. 2. All egress or rescue windows from sleeping rooms shall have a minimum net clear opening of 5.7 sq. ft. The minimum net dear opening height dimension shall be 24 inches. The minimum net clear opening width dimension shall be 20 inches. Where windows are provided as a means of egress or rescue, they shall have a finished sill height no greater than 44 inches above the floor. (Sec. 310.4) FIRE WARNING SYSTEM Dwelling units shall be provided with approved smoke detectors. A detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. STAIRWAY NOTES 1. A minimum headroom clearance for stairways of not less than 6'8" shall be provided (Sect. R311.5.2). 2. The maximum riser height shall be 73/" and the minimum tread depth shall be 10". The largest tread run and the greatest riser height within any flight of stairs shall not exceed the smallest by more than 3" (R311.5.8 IRC). The profile of treads and risers shall conform to section R311.5.3.3. 3. All stairways, both interior and exterior, shall be provided with illumination, induding landings and treads (R303.6). ADDITION NEW 181-0II 131-'3" 41-3" LINE OF WALL BELOW 1 r L J HOUSE EXISTING LINE OF WALL BELOW 1 L_ L LINE OF WALL BELOW FLOOR PLAN - LIPPEfZ LEVEL SCALE: 1/4":1'-0" NOTE: VERIFY ALL BEAM SIZES AND TRUSS CONFIGURATION BEFORE FABRICATION NOTE: ALL ANGLES ARE 45° UNLESS OTHERWISE NOTED EVERY EFFORT IA," BEEN MADE TO N- SURE TUE ACQJ2ACY OF TUESE ORA\Vf'i 3 �Y ak Llow DE,51414. UO\NEVER T CONTRACTOR .0LWLL cLEc1C. s VGJZFY ALL DK.A5ION5 PR10R TO coNeTRucTION. ALL II EA5.DE51CN5. ARRANMiENT.5. DRA\VING'.5 S PLANS 5E7 FORTU oN TLL5 S1-1EET ARI= Tit 0120AL \VORk PRODUCT OF. O\VNED 6Y. AND ARE Tit. PROPERTY OF IT.5 RESPECTIVE 0\VNER(.5) 0 -z sj FOUNDATION STEEL 1. Rebar: Four foot or shorter wall: Ftg: (2) #4 rebar cont; Wall: (2) #4 rebar @ top, cont Eight foot wall: Ftg: (2) #4 continuous, min 14" extension into stem wall and 6" hook Wall: (2) #4 @ top #4 @ 24" vertical & horizontal Nine foot wall. Ftg: (2) #4 continuous, min 14" extension into stem wall and 6" hook Wall; (2) #4 @ top #4 @ 18" vertical & horizontal 2. Footings require minimum #4 rebar top and shall be continuous throughout "H" stemwalls higher than 4'0" will require design as retaining wall or constrained basement wall. 3. Min. distance of vert. steel from soil side of wall: 8" wall-5" from face of soil to center of steel 10" wall-6.75" from face of soil to cntr. of steel 12" wall-8.75" from face of soil to cntr. of steel HEADER NOTES All headers supporting roof and ceiling to be (2) 2x10 minimum for max. span of 6'1" with 2 jack studs, unless otherwise noted on plan. Headers supporting roof, ceiling & center bearing floor to be (3) 2x10 minimum for max. span of 67" with 2 jack studs, unless otherwise noted on plan. All headers supporting roof, ceiling, and two center bearing floors shall be (3) 2x10 minimum for max. span of 5'7" with 2 jack studs, unless otherwise noted on plan. To reduce sizes for particular openings, refer to plan or to 20031RC table R502.5(1). For all interior header sizes & locations, refer to plan. 18I-011 / 8" EDN. WALL, TYP. 16 "X8" CONT. ETG., TYP. 2X10 FLOOR JOISTS 12" �1 CRAWL SPACE VENTS — — 1 SQ FT PER EVERY 150 SQ FT CIZA\VL SPACE NOTE: * 18" MIN. BTM OF JOISTS TO GRADE f 6 MIL. VAPOR BARRIER 16 "XS" CONT. FTC ., TYP. • Under floor accessible by 18" x 24" r J J r-- BORE INTO EXISTING FOUNDATION AND INSTALL 4 REBAIR e 12" O.C., TYP. AT EACH CONNECTION 14' -0" 4'-0" 18' -0" Minimum depth for frost protectionL/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. Radon Mitigation System Required If Vents Subject to Closure 6 mil Vapor Barrier Required CONCRETETO COMPLY TO IRC TABLE 404.1.1(1) FOUNDATION WALLS - 3000 # PSI SLABS, GARAGES, CARPORTS & PORCHES - 3500 # PSI ALL FOOTINGS MUST BE CONTINUOUS, r 9 N • I L Exi�TiNG FOUNDATION SYSTEM • • • B L 1 J J FOOTING aNP FouNeaTioN PLAN - cIZaWL SpacE SCALE: I/4"=I'-0" PROVID SOLID BLOCKING BEARING WALLLS AND SHEAR WALLS. AGOLJIvINS PROVIDE DOUBLE JOINTS (MIN) UNDER ALL WALLS PARALLEL TO SPAN U.N.O. PROVIDE DOUBLE STUDS (MIN) TO FOUNDATION UNDER,ALLHIP AND GIRDER' TfRRUSSESU.N.O. PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. NOTE: VERIFY ALL BEAM SIZES AND TRUSS CONFIGURATION BEFORE FABRICATION NOTE: ALL ANGLES ARE 45' UNLESS OTHERWISE NOTED EVERY EFFof2T iW.S 13E.E.N MADE TO N- 5112E TIDE ACCIZAC( OF TL1E5E ciZA\VNG'S 'Y AK. LJOfx. DE510. !JO\VEVER, 'ILL CONTRACTOR, 5L1ALL CI.LCIG. & V JZFY ALL Gt N51aN5 PRIOR TO CONSTRucTlofd ALL I 5. G .51GN5. ARRANc M i'JTA. DRA\VING5 e PLANS -SET FORTLJ ON TL15 SitETAVE TL.� ORIGINAL \VORK PROGIJCT OF. 0\VNED 6Y. AND ARE Tip PROPDZTY OF IT5 RESPECTIVE 0\VNS12(S) 2X6 WD STUDS 16" O.C. INCLUDE R-21 INSULATION 1/16" OSB CONTINUOUS EXTERIOR SMEATNING 3/4" T4G PLYWID. SUBFLOORING 4" CONC. SLAB R-30 INSUL. FLR SYSTEM !tJ it• —fir--�-- FNP. WALL CO\C, P41 1O/kCL1S 2X6 WD. STUDS 16" O.C. 2X6 PLATE W/ 16d 8"O.C. R-30 INSUL. FLR. MEMBER - SEE FRAME II CONC. FDN WALL EXT. SIDING 2X WD. RIM JOIST ,4� : • .�.... —III—�' I OCR I R4MI\G -1z: Ad.1 2X4s 6 24" O.C.— Sde6"O.C\ r-- A34 EA. 2X4 2X4 BUGS W/16d8" O.C. (TOENAIL) 2X68 e 16" O.0 1/2" PLWP. SHEATHING (0,- I I OOK TYP. FLR. CONSTR. 2X8 NAILER STARTER TREAD 111 ( ) 2 10 BEAM (3) 2X12 STRINGERS NOTE: MIN. RUN=10" MAX. RISE=T 3/4" 4IRD 2X4 BACKER 2X6 FASCIA BD. felt for ice dam protection -re 2 4- p34 ro a &Ataa cJ4ki-- 2X WO BLOC CING- V-CUT TOP FOR ANT R-30 INSULATION — SIMPSON H25 CLIP FLOOR SYSTEM DBL PLATE CEILING: i/2" GWB if perpendicular to rafters or trusses 24" o.c. and no water based texture used — otherwise 5/8" GWB. 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. Anchor Bolts- Minimum /2" x 10" with 7" concrete embedment at 6' o.c. and 12" from ends of sill plates. 3/ WALL LINE I Ail STAIRWAYS: Minimum width 36 m. with mm. tread run of 10 in., max. rise of 7 3/4 in. & nosing of %-1 'A in. Min. 6 ft. 8 in. headroom. Enclosed usable space under stairways requires 1 hour fire protection of V2 in. GWB 1" NOSING 1 1/4" FINISH TREADS 2X12 STRINGER 3/4 X 12 SKIRT 13D. 18" MINIMUM- - BOT. OF JOISTS TO GRADE 6 MIL. VAPOR Ti BARRIER (WAI I S -PLYWD BAFFLE METAL FLASHING UJ/ DRIP EDGE WD. FASCIA BD. COMPOSITION ROOFING MATERIAL OVER .15 BUILDING FELT,1/16" ROOFING SHEATHING 4 2X12 RAFTERS e 24" O.C. 1 /8 GAP BETWEEN SHEATH' 1/16" OSB PLYWD. SHEATHING `2X6 WD. STUDS lb II O.C. R-21 INSUL. 3/4" T4G PLYWR /--- 2X FLR JOISTS R-30 INSUL. TREATED 2X6 O. PLATE 1/2" DIA. X 10" A.B. 6" FDN. WALL 12"X6" FTG. 10\ a CR4WI EVERY EFFORT I IA 5 BEEN MADE TO N- SURE. T11E ACCLRACY OF TU E 5E DRA\Vr 5 by AK. LOW DE510N. LIO\NEVER• TLC RAOR 51IALLCONTCL�CCT1C S VozFY At_L OKA5101 5 PP.JOR To coN6TRucTIo1 ALL_ IDEAS. CE.AlgiA. ARRANOvIENTA DRA\VINGS E FANS SET FOZTLI aN TL15 - J T ARE TLIE ORIGINAL WORj, PRoDucT F. o\VNED � ( AND ARE TJX. PROPERTY OF ITS RESPECTIVE O\VNER(5) G GENERAL NOTES 1. All construction to be in accordance with 2003 IRC, local, and state building code requirements. 2. The builder shall verify all dimensions and conditions on drawings and shall be responsible for all adjustments and corrections made to the drawings in the field. 3. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions on these drawings. DESIGN REQUIREMENTS Table R301.2 (I): round snow load: 39 lbs/sq.ft. Wind speed (gust): 85 mph/70 fastest Seismic design category: ISO 33 C Weathering: Severe Frost line depth: 24" Termites: Slight Decay: None to slight Winter design temp: 10° F Ice shield underlay: Yes Flood hazards: 1612.3 IBC, FEMA map Air freeze index: 1232 Mean annual temp: 47.2° F LOADING SPECIFICATIONS Design Loads, Design Category C: Floor DL 15# s.f. + LL 40# s.f. = 55# s.f. Roof: DL 15# s.f. + LL 30# s.f. = 45# s.f. Stairs: LL 100# s.f. =100# s.f. total Decks: LL 60# s.f. = 60# s.f. total NOTE: Refer to 2003 I.R.C. table R502.3.1&2 and R5025.1&2 for allowable unit stresses & consult local building code agency for allowable local loading conditions. HEADERS 1. All headers supporting roof and ceiling to be (2) 2x10 minimum for max. span of 6'1" with 2 jack studs, unless otherwise noted on plan. 2. Headers supporting roof, ceiling & center bearing floor to be (3) 2x10 minimum for max. span of 6'7" with 2 jack studs, unless otherwise noted on plan. 3. All headers supporting roof, ceiling, and two center bearing floors shall be (3) 2x10 minimum for max. span of 5'7" with 2 jack studs, unless otherwise noted on plan. 4. To reduce sizes for particular openings, refer to plan or to 2003 IRC table R502.5(1). 5. For all interior header sizes & locations, refer to plan. FRAMING 1. Use 3/" tongue and groove plywood subfloor nailed or screwed and glued, or as specified on drawings. See Table R503.2.1.1(1 &2). 2. All joists or beams framing into beams, headers, or girders shall be supported with "U" type Simpson (or equal) beam hangers. All post/beam connections to be made with approved connectors where it is required. t 3. Provide solid blocking between joists and rafters at bearing walls. Provide joist blocking at all intermediate supports (2003 IRC R502.7) 5 am_ N O _ n Hm K m zl 6 � e}� 0 a yS . 6& c7 x 6y NOTES AND SPECIFICATIONS 4. All plywood to be standard grades with exterior glue. Plywood nailing to be 8d common at 6" O.C. at edges and 12" O.C. at intermediate bearings. Install YX" roof sheathing and 3/4" floor sheathing with the face grain perpendicular to supports. 5. All exterior doors or doors to unheated spaces to be solid core and weatherstripped. 6. Doors between the garage and residence shall be 14" thick solid wood, solid or honeycomb core steel, or 20 minute fire -rated (Sect. R309.1). 7. Minimum ceiling height in habitable rooms & kitchens to be 7'0". Halls, bathrooms, stairwells, and toilet compartments can be reduced to 6'8". 8. All joists parallel to partitions over and headers are to be doubled. 9. Install Simpson H-2.5 tiedowns (or equal) at each rafter tail. 10. Foundation cripple studs shall not be less in size than the studding for an additional story. Foundation studs of bearing walls and partitions shall be thoroughly and effectively braced. 11. Fire blocking and draft stopping shall be installed to cut of all concealed draft openings (both vertical and horizontal) and shall form an effective barrier between floors, between a top story and a roof or attic space, and shall subdivide attic spaces, concealed roof spaces and floor -ceiling assemblies. 12. Provide 22"x30" access hatch to building attic areas. A minimum of 30" head clearance is required. 13. Unless otherwise specified, use douglas-fir larch no. 2 or better. 14. On decks an d porches,ledg er board shall 9 be lag bolted to solid wood with min. Yi" bolts @ 16" o.c., 2 per stud. 15. Asphalt -saturated felt free from holes and breaks, weighing not less than 14 lbs. per 100 sq.ft. and complying with ASTM D 226 or other approved weather -resistant material shall be applied over studs or sheathing of all exterior walls as required by Table R703.4. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2". Where joints occur, felt shall be lapped not less than 6". FOUNDATION & CONCRETE Minimum concrete compressive strength to be 1500 P.S.F. All foundation walls to comply with IRC section R404.1.1-2. 1. All footings to bear on firm undisturbed soil. All footings to extend below frost line (verify requirement with local building department). Foundations supporting wood to extend at least 6" above adjacent grade. 2. Section R401.2 of the 2003 IRC requires that foundation construction shall be capable of accommodating all loads according to Section R301 and of transmitting the resulting loads to the supporting soil. Fill soils that support footings and foundations shall be designed, installed and tested in accordance with accepted engineering practice. Gravel fill used as footings for wood and precast concrete foundations shall comply with Section R403. 3. The grade away from foundation walls shall fall a minimum of 6 inches within the first 10 feet. Exception: Where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, drains or swales shall be provided to ensure drainage away from the structure. Section R401.3 of the 2003 IRC requires that surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as not to create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. 4. Section R401.4 of the 2003 IRC requires that in areas likely to have expansive, compressible, shifting or other unknown soil characteristics, the building official shall determine whether to require a soil test to determine the soil's characteristics at a particular location. This test shall be made by an approved agency using an approved method. 5. Foundation plates or sills to be bolted to foundation with y" x10" anchor bolts embedded 7" into concrete @ 6'0" o.c. and max. 12" from ends, with 3"x3'x " steel plate washers at each bolt, typical. Fastners for pressure -treated wood shall be of hot dipped galvanized steel. 6. Fill underground supported slab with 4" well compacted sand or gravel. Provide keyed control joints in slabs on grade © 25' on center and y" tooled joints @ 5' on center in exterior slabs on walks. 7. Provide 6 mil. poly barrier over crawl grade: 8. Maintain 18" top of grade to bottom of joists. (12" min. below girders) at crawl grade. 9. Wood in direct contact with concrete or masonry to be pressure treated. 10. Vent crawl areas with net area of not less than 1 sq. ft. for each 150 sq. ft. of under floor area. Locate openings close to corners to provide cross ventilation and cover with corrosion resistant wire mesh. 11. Beam pockets to have y" clear air space around beam sides and ends. Girders supported on concrete or masonry to have not less than 3" bearings. 12. Provide crawl access of at least 18'(24" located in easily accessible area. 13. Apply damp -proofing to below ground foundation or masonry walls before backfilling. 14. Columns (including in the crawlspace) shall be anchored at the base to prevent lateral displacement. Posts require positive connection at bottom end (IRC 407.3). 15. Garage floor surfaces shall be sloped to a drain or toward the main vehicle entry (Sect. R309.3). FOUNDATION STEEL 1. Reber: Four foot or shorter wall: Ftg: (2) #4 rebar cont.; Wall: (2) #4 rebar @ top, cont. Eight foot wall: Ftg: (2) #4 continuous, min 14" extension into stem wall and 6" hook Wall: (2) #4 @ top #4 @ 24" vertical & horizontal Nine foot wall: Ftg: (2) #4 continuous, min 14" extension into stem wall and 6" hook Wall: (2)#4@top #4 @ 18" vertical & horizontal 2. Footings require minimum #4 rebar top and shall be continuous throughout. "H" stemwalls higher than 4'0" will require design as retaining wall or constrained basement wall. 3. Min. distance of vert. steel from soil side of wall: 8" wall- 5" from face of soil to center of steel 10" wall- 6.75" from face of soil to cntr. of steel 12" wall- 8.75" from face of soil to cntr. of steel DRYWALL 1. The 2003 IRC section 309.2 states that the garage shall be separated from the residence and its attic area by not less than Y2' G.W.B. applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than %" "Type X" G.W.B. or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also be protected by not less than y" G.W.B. or equivalent. Enclosed accessible space under stairs shall be protected on the enclosed side with X" G.W.B. (R311.2.2). 2. Single -ply application. All edges and ends of gypsum wallboard shall occur on the framing members, except those edges and ends which are perpendicular to the framing members. All edges and ends of gypsum wallboard shall be in moderate contact except in concealed spaces where fire-resistant construction or diaphragm action is not required. 3. Fasteners shall be spaced not less than 4" from edges and ends of gypsum wallboard. Fasteners at the top and bottom plates of vertical assemblies, or the edges and ends of horizontal assemblies perpendicular to supports, and at the wall line, may be omitted except on shear -resisting elements or fire-resistant assemblies. Fasteners shall be applied in such a manner as not to fracture the face paper with the fastener head. 4. Walls and ceiling of bath areas to have waterproof (green board) G.W.B. of approved type. VINYL FLOORS & CARPET 1. All bath and utility room floors to be sheet vinyl, tile or approved non absorbent material with a coved base of like material extending up the wall an minimum of 3". 2. Kitchen floors may be installed as above. VENTILATION 1. Section 303.1 of the 2003 IRC states that the minimum openable area from a habitable room to the outdoors shall be 4% of the total floor area of the room. 2. A net ventilation area of not less than 1 sq. ft. for each 150 sq. ft. of underfloor space shall be provided (R408.2). 3. All penetrations (plate junctions, around windows & doors, any openings through envelope) shall be air sealed. 4. Vapor diffusion retarder can be polyethylene, low perm paint, or face stapling with a perm rating of 1 or less, and shall be located between conditioned and unconditioned spaces. 5. Exhaust fans: Bathrooms shall have a minimum 50 CFM fan and kitchens a minimum 100 CFM fan. Both shall be vented to exterior with smooth duct and equipped with back -draft damper. Ducts shall be of metal and shall have smooth interior surfaces. Kitchen fan shall have a separate termination point. Whole house exhaust fans are recommended, at 80 CFM minimum on programmable timer set to run twice a day for 30 minutes each or equivalent. Such fan shall have a zone rating of 1.5 or less and shall be equipped with a back -draft damper. 6. Recommended supply of fresh air is 10 CFM per bedroom plus 10 CFM for living areas via window vents, or through a 6" connection to the return air plenum of the furnace. GLAZING 1. Glazing shall comprise no less than 8% of the floor area in each habitable room (IRC Sect. 303.1). 2. All glazing within 18" of floor or within 12" of door to be tempered glass or protected by means of a solid barrier railing 36" from floor. 3. Sliding glass doors to be tempered glass. 4. Glazing in locations subject to human impact such as glass doors; glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as walking surface; sliding glass door units, including fixed glass panels which are part of such units; shower doors; tub enclosures; and storm doors shall be of safety glazing materials. Safety glazing materials are those so constructed, treated or combined with other materials as to minimize the likelihood of cutting and piercing in juries uries resultin g from humanc p 9 J contact with thi s Is glazing material and include such materials as laminated glass, tempered glass, wired glass and safety plastic (Section R 308). S TAIRS 1. A minimum headroom clearance for stairways of not less than 6'8" shall be provided (Sect. R311.5.2). 2. The maximum riser height shall be 7 4" and the minimum tread depth shall be 10". The largest tread run and the greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (R311.5.8 IRC). The profile of treads and risers shall conform to section R311.5.3.3. 3. Stairways shall have a minimum clear width of 36" above the permitted handrail height. Stairways shall have a minimum clear width of 31.5" at and below the handrail where only one handrail is provided, or 27" wherehandrails are provided on both sides (R311.5.1). 4. All stairways, both interior and exterior, shall be provided with illumination, including landings and treads (R303.6). 5. There shall be a floor or landing at the top and bottom of each stairway (except at the top of an interior stairway provided no door swings over the stairs). A flight of stairs shall not have a vertical rise greater than 12'0" between floor levels or landings. The width of each landing shall not be less than the stairway served. (R311.5.4) 6. Winders shall comply with section R311.5.8. Winders in residences may be used if the required width of run is provided at a point not more than 12" from the side of the stairway where the treads are narrower, but in no case shall any width of run be less than 6 inches at any point. 7. Nosing of not less than 4" but not more than 1Y4" shall be provided on stairways with solid risers. Beveling of nosing shall not exceed Y". Open risers are permitted, provided that the opening between treads does not permit the passage of a 4" diameter sphere. GUARD/HAND RAILS 1. All unenclosed floor and roof openings, open and glazed sides of landings, stairwells, and ramps, balconies or porches which are more than 30 inches above grade, or the floor below, and roofs used for other than service of building shall be protected by a guardrail. 2. Handrails shall not be less than 36 inches in height, except on stairways where they may be 34 to 38 inches. Open handrails and stair railings shall be continuous the full length of the stairs, have ends which are returned, rounded, or bent, and shall have intermediate rails or an omamental pattern such that a sphere 4 inches in diameter cannot pass through. (Sec. R311). Stairways shall have at least one handrail, and handrails shall be installed on open sides of stairways. 3. Handrails projecting from a wall shall have a space of not less than 1X" between the wall and the handrail. Handrail cross -sections shall comply with IRC Sect. R311.5.6.3. Handrails with a circular cross-section shall have an outside diameter of at least 1Y4" and not greater than 2". 4. Guardrails 36" in height shall be provided where porches, balconies, or raised floor surfaces are greater than 30" above the floor or grade below (Sect. R312). INSULATION 1. Exterior above and below grade wall insulation to be min. R-21, or R-24 if electrical resistance. Provide R-38 insulation at flat ceilings R-30 where ceilings are vaulted. 2. Slab on grade foundation insulation shall be R-10 to a point 24" vertical or horizontal at exterior wall. 3. Cut batt. insulation X" to 4" wider/ longer than actual dimension to insure snug fit without voids. 4. Kraft -faced or foam plastic insulation cannot be left exposed. EMERGENCY EXITS 1. Basements with habitable space and every sleeping room shall have at least one operable window or exterior door conforming to Section R310.1 for emergency escape or rescue. The egress units shall be operable from the inside to provide a full clear opening mn without the use p g of separate tools. If a basement is to be used as habitable space, it must meet the min. requirements for light, ventilation, and egress. Min. 8% of the floor area must be in glazing. 2. Minimum opening area for all emergency escape and rescue openings shall be 5.7 sq. ft. (Exception: grade floor openings shall have a minimum net clear opening of 5.0 sq.ft.) The minimum height dimension shall be 24 inches. The minimum width dimension shall be 20 inches. Where windows are provided as a means of egress or rescue they shall have a finished sill height not more than 44 inches above the floor. (Sec R310.1.1) 3. An exterior exit door that does not pass through the garage must be provided. The door must be side -hinged, and not less than 3'0" wide & 6'8" high (Section R311.4 & R311.1). 4. At least one exit door shall be required for each dwelling. There shall be a floor or landing on each side of each exterior door except at the exterior side of doors, other than the primary exit door, served by two or fewer risers (Sect. R311.4.3). 5. Landings shall be at least as wide as the door or stairway served and shall have a minimum dimension in the direction of travel of 36" (Sect. R311.4.3). FIRE WARNING SYSTEM Dwelling units shall be provided with approved smoke detectors. A detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. ROOFING/CEILING CONSTRUCTION 1. Asphalt shingles shall be installed according to manufacturer's specifications over approved y" plywood or OSB sheathed roofs. Two layers of undedayment cemented together or of a self -adhering polyrner modfied'bitumen°sheet shall be used in lieu of normal undedayment. It shall extends from the eave's edge to a point at least 24" inside the exterior wall line of the building. 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 layers of type 15 felt are applied shingle fashion. 3. Wood shingles and shakes for roofs shall bear the label of an approved inspection bureau or agency. 4. Shakes shall be laid with not less than 18 inch wide of type 30 felt shingled between each course and not exposed to weather. 5. Enclosed attics and enclosed rafter spaces shall be ventilated in accordance with Section R806.1, R806.2, and R806.3. Venting ratios: 1 to 150 for eave or rooftop only. .. ventilators, 1 to 300 for combination of eave and rooftop ventilators. 6. Crickets and saddles shall be provided on the ridge side of any chimney greater than 30" wide (Sect. R905.2.8.3). FLASHING/WALL COVERINGS 1. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.8. The exterior wall envelope shall be designed and constructed in such a manner as to prevent the accumulation of water within the wall assembly by providing a water -resistive barrier behind the exterior veneer, as required by Section R703.2. 2. Flashing shall be used at all of the following locations: 1) At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 2) Under and at the ends of masonry, wood or metal copings and sills. 3) Continuously above all projecting wood trim. 4) Where exterior porches, decks or stairs attach to a wall or floor assembly of wood frame construction. 5) At wall and roof intersections 6) At built-in gutters 3. Weather exposed surfaces shall be provided with a weather -resistive barrier (building felt or approved material) in accordance with Sect. R703.7.2.1 and Table R703.4. 4. Exterior stone or masonry veneer shall be supported in accordance with Sections R703.7.2.1 and R703.7.2.2. 5. Roof valley flashing not less than no. 26 galvanized sheet gauge corrosion resistant metal over undedayment of type 15 felt extending jV from center line each way. /r WALL BRACING NOTES IRC Table R602.10.5 Length requirements for braced wall panels in a continuously sheathed wall: Min. length of braced wall panel Max. opening height next to b.w. panel (% of wall height) 8' wall 9' wall 10' wal 48" 54" 60" 100% 32" 36" 40" 85% 24" 27" 30" 65% Exterior braced walls to be located at each end and at least every 25 feet on center but not less than 16% of braced wall line. Braced wall lines shall be continuously sheathed with 46' APA RATED SHEATHING 24/16, exposure 1, as a continuously sheathed wall. Wood structural panel sheathing with a thickness not less than %e' (7.9 mm) for 16-inch (406 mm) stud spacing and not less than 4" (9.5 mm) for 24-inch (610 mm) stud spacing. Wood structural panels shall be installed in accordance with table R602.3(3).(R602.10.3(3) See 2003 IBC Table 2304.9.1 for other nailing. Stagger top plate splices by 2-0" min. and nail splice with 16d © 3". Anchor bolts should be installed within 12" of the end of a wall or the end of a plate at a splice. Anchor bolt min. embedment is 7". Install floor and roof sheathing with face grain perp. to supports with long edges continuous over 2 or more supports and short edges staggered. ''For alternate braced walls refer to details provided on plans. Interior braced walls to be gypsum board with minimum 2" thickness placed on studs spaced a maximum of 24" o.c. and fastened at 7" o.c. with gypsum board nails, 0.086" in diameter, 1%" long, %2" head. Roof sheathing shall be 46" APA RATED SHEATHING 24/16, exposure 1. Nail with 8d @ 6" at panel edges and 8d @ 12" at field. Floor sheathing shall be 3/4' T&G APA STURD-I-FLOOR 24 O.C. or equal. Glue and nail with 8d ringor screw shank @ 6" at panel edges and 8d © 12" at field... Recommended construction details for APA portal frame bracing without hold-downs: FOR W INUTE OP e NEEDED, ME7 At0OCOR104N24'OF1'reD4EiGMT. ueS1 NQIwMIF>ED F Ast EI a"36L f6 I EDTiE2.4'6rf16T!EN4q.Q) Toanem 1ITN r!) Yd MEM 1 SO WO OPPO6RE swath PAVERCMAZE1 •F Ii R NAILS • Y OC.T1'PS. WORN SEA22 IdCOROWNCRGN EMD EON MIA N3" ARID PATTON AA ENGEN IV OA ALL Etre MUM MOCKER AID ROTH EASED 04 id i17R D6' FEIONr, MN 1212147o' FOR %' man; tN 100114.16, Eta :.--I114 OSA fl9..A11EUSER ANPfliCBOLT OTOE FRONT ELEVATION q` PORTAL FR AME BRACIN' G WITHOUT HOLD-DOWNS NOT TO SCALE 1441.604E FtA1E 1O JO161 PER TAM RIME Y COMMIN O TOP 44 BOT1t7M ate, OVER PANEL 64110 JOIST U6E INONRESD U470D Dowd, 1-1.214 a' DRY LOUR fat JO YT TO REVUE PO1Br a FOR D11Ct0-NY OrFR DAND JOI6t PORTAL FRAME BRACING OVER RAISED WD FLOOR NOT TO SCALE - OVERLAP OPTION NAL ECUPI.A1E tO JOI6T MRTAd,EROC23W M OLSREAMNS ANCHORS ORY NO L1P4) T cnipAL PA)EL orER -• t6aMD JOr6T I EYED UDCD 606 41-JoYt or DRY mew far JOIST To ai Q.PG OVER 6442 ATOST PORTAL FRAME BRACING OVER RAISED WD FLOOR NOT TO 846LE - RUM ANCHOR OPTION SECTION A EVERy EFFaRT I IA 5 bEEN MADE TO t'l- 51 "C TJJE ACQRACY OF TJJESE crzAWNGs by AK. J.ltw DE514N. LJO\VEV02: Tth CONTRACTOR 51.1ALL CJJ L1 .8 VERIFY ALL PI2JiR. To caNSTIZLJCP ri ALL IGEAS. G♦=51015. A1212AN4MENTA. GRA\VI45 S PLANS SET FazTiJ ON TJ15 511EET AP TJ.�. ORIGINAL \VORJC. PWgJCT OF. OWNED by. AND ARE TJX. PROPERTY OF IT.5 RE..5PECTIVE 0\VNOJz(51 11707 E SPRAG UE AVE SUIT:T 106 SPOKANE VALLEY, WA 99206 PROJECT NUMBER: 06004529 PROJECT ADDRESS: 3017 N GIRARD RD JOB DESCRIPTION: SFR OWNER: D AUTEUIL, JOHN & DANIELL DATE RECEIVED: 11/17/06 DATE ISSUED: PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS Mpp 99 pp ppAPL1ANCpp��pp E :IN9 DIVISION �_�rt ( 6