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2007, 05-04 Permit App: 07001514 Residence • Project Number: 07001514 Inv: 1 Application Date: 5/4/2007 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project In formation: Permit Use: SFR W/ATT GAR Contact: STRUNK,TESSINA M&GENE A Address: 12902 E BROADWAY AVE C-S-Z: SPOKANE,WA 99216 Setbacks:Front 46 Left: 25 Right: 25 Rear: 20 Phone: (509)710-0058 Group Name: Project Name: Site Information: Plat Key: Name: Range District: Nort Parcel Number: 45153.0112 Block: Lot: SiteAddress: 12916 E SPRINGFIELD AVE Owner:Name: STRUNK,TESSINA M&GENE A Address: 12902 E BROADWAY AVE Location::CSV SPOKANE,WA 99216 Zoning: UR-3.5 Urban Residential 3.5 Water District: 999 UNKNOWN Hold: ❑ Area: 14,845 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: a m: _� - Review Building Plan Review Released B Originally Released: 5/4/2007 By: TMELBOU Driveway/Approach Released By: ION Originally Released: 5/4/2007 By: jdavis Landuse/Zoning/HE Conditions Released Br Originally Released: 5/2/2007 By: mharnois Sewer Review Released By: Operator: JD Printed By: JD Print Date: 5/4/2007 Project Number: 07001514 Inv: 1 Application Date: 5/4/2007 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Approach Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount APPROACH-CONST IN ROW 1 NUMBER OF $50.00 Permit Total Fees: $50.00 Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Building Characteristics Building Height 0 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB 1,476 $134,847.36 1,476 $134,847.36 COV DECK R-3 VB 177 $2,655.00 177 $2,655.00 GARAGE U-1 VB 390 $7,410.00 390 $7,410.00 Totals: 2,043 $144,912.36 2,043 $144,912.36 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $1,245.75 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $498.30 Permit Total Fees: $1,748.55 Mechanical Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount GAS APPLIANCE>100,000BTU 1 NUMBER OF $15.00 HOOD-TYPE I 1 NUMBER OF $50.00 CLOTHES DRYER 1 NUMBER OF $10.00 RANGE 1 NUMBER OF $10.00 Permit Total Fees: $85.00 Operator: JD Printed By: JD Print Date: 5/4/2007 Project Number: 07001514 Inv: 1 Date: 5/4/2007 Page 3 of 3 � Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Plumbing Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 2 NUMBER OF $12.00 SINKS 3 NUMBER OF $18.00 SHOWERS 1 NUMBER OF $6.00 TUBS 1 NUMBER OF $6.00 DISH WASHERS 1 NUMBER OF $6.00 GARBAGE DISPOSAL 1 NUMBER OF $6.00 CLOTHES WASHER 1 NUMBER OF $6.00 WATER HEATER-ELECTRIC 1 NUMBER OF $6.00 Permit Total Fees: $66.00 Notes: 02 - .-_ __. _ ._ . MtfENIM Payment Summary 6,71_ ter JL4.:.:- v= , Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Approach $50.00 $50.00 $0.00 $50.00 Building Permit $1,748.55 $1,748.55 $0.00 $1,748.55 Mechanical Permit $85.00 $85.00 $0.00 $85.00 Plumbing Permit $66.00 $66.00 $0.00 $66.00 $1,949.55 $1,949.55 $0.00 $1,949.55 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 5/4/2007 Project Number: 07001514 Inv: 1 Application Date: 4/27/2007 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: SFR W/ATT GAR Contact: STRUNK,TESSINA M&GENE A Address: 12902 E BROADWAY AVE C-S-Z: SPOKANE,WA 99216 Setbacks:Front 46 Left: 25 Right: 25 Rear: 20 Phone: (509)710-0058 Group Name: Site Information: Project Name: Plat Key: Name: Range District: Nort Parcel Number: 45153.0201 Block: Lot: SiteAddress: 0 E SPRINGFIELD AVE Owner:Name: STRUNK,TESSINA M&GENE A Address: 12902 E BROADWAY AVE Location::CSV SPOKANE,WA 99216 Zoning: UR-3.5 Urban Residential 3.5 Water District: 999 UNKNOWN Hold: ❑ Area: 14,845 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Building Plan Review Released 13);'' n ,M"° " k Driveway/Approach Released By: Landuse/Zoning/iE Conditions Released Sewer Review Released By:: Operator: JD Printed By: JD Print Date: 4/27/2007 Project Number: 07001514 Inv: 1 Application Date: 4/27/2007 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: SFR W/ATT GAR Contact: STRUNK,TESSINA M&GENE A Address: 12902 E BROADWAY AVE C-S-Z: SPOKANE,WA 99216 Setbacks:Front 46 Left: 25 Right: 25 Rear: 20 Phone: (509)710-0058 Group Name: Site Information: Project Name: Plat Key: Name: Range District: Nort Parcel Number: 45153.0201 Block: Lot: ti At- SiteAddress: 0 E SPRINGFIELD AVE Owner:Name: STRUNK,TESSINA M&GENE A Address: 12902 E BROADWAY AVE Location::CSV SPOKANE,WA 99216 Zoning: UR-3.5 Urban Residential 3.5 Water District: 999 UNKNOWN Hold: ❑ Area: 14,845 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review In ormation: h :: rnaGH„nom ri � Review Building Plan Review Released By: Driveway/Approach Released By: Landuse/Zoning/HE Conditions Released B y. Sewer Review ' . Released By: Perm its: . ,: qa p Operator: JD Printed By: JD Print Date: 4/27/2007 Project Number: 07001514 Inv: 1 Application Date: 4/27/2007 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: SFR W/ATT GAR Contact: STRUNK,TESSINA M&GENE A Address: 12902 E BROADWAY AVE C-S-Z: SPOKANE,WA 99216 Setbacks:Front 46 Left: 25 Right: 25 Rear: 20 Phone: (509)710-0058 Group Name: Project Name: Site Information: ._ ,. �•rrv._. ,:L 1. m,. -.ib ASfi, :4-T-"-"1&'bT+ "h#s"3'.°;li° iy�. m` _ 6�x ,..«-- ^� .. .,wax Kh s: as Plat Key: Name: Range District: Nort Parcel Number: 45153.0201 Block: Lot: SiteAddress: 0 E SPRINGFIELD AVE Owner:Name: STRUNK,TESSINA M&GENE A Address: 12902 E BROADWAY AVE Location::CSV SPOKANE,WA 99216 Zoning: UR-3.5 Urban Residential 3.5 Water District: 999 UNKNOWN Hold: ❑ Area: 14,845 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: .. -m ` ag ' .. - g Review Building Plan Review Released By '3 .. y: Driveway/ApproachReleased B 4 £a t ? , Landuse/Zoning/HE Conditions Released By� °" ..- § � tea Sewer Review J Released By � ` fi `- Permits: .. :=. 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Operator: JD Printed By: JD Print Date: 4/27/2007 Project Number: 07001514 Inv: 1 Application Date: 4/27/2007 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Approach — Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount APPROACH-CONST IN ROW 1 NUMBER OF $50.00 Permit Total Fees: $50.00 Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Building Characteristics Building Height 0 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB /1-116, 1,350 $123,336.00 1,350 $123,336.00 GARAGE U-1 VB 3/0 400 $7,600.00 400 $7,600.00 Coy tro-ti c.K K 3 v 77 Totals: 1.5-7311- $130,936.00 1,750 $130,936.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $1,167.35 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $466.94 Permit Total Fees: $1,638.79 Mechanical Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount GAS APPLIANCE>100,000BTU 1 NUMBER OF $15.00 HOOD-TYPE I 1 NUMBER OF $50.00 CLOTHES DRYER 1 NUMBER OF $10.00 RANGE 1 NUMBER OF $10.00 Permit Total Fees: $85.00 Operator: JD Printed By: JD Print Date: 4/27/2007 Project Number: 07001514 Inv: 1 Application Date: 4/27/2007 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Approach Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount APPROACH-CONST IN ROW 1 NUMBER OF $50.00 Permit Total Fees: $50.00 Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Building Characteristics Building Height 0 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB 1,350 $123,336.00 1,350 $123,336.00 GARAGE U-1 VB 400 $7,600.00 400 $7,600.00 Totals: 1,750 $130,936.00 1,750 $130,936.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $1,167.35 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $466.94 Permit Total Fees: $1,638.79 Mechanical Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount GAS APPLIANCE>100,000BTU 1 NUMBER OF $15.00 HOOD-TYPE I 1 NUMBER OF $50.00 CLOTHES DRYER 1 NUMBER OF $10.00 RANGE 1 NUMBER OF $10.00 Permit Total Fees: $85.00 Operator: JD Printed By: JD Print Date: 4/27/2007 Project Number: 07001514 Inv: 1 Application Date: 4/27/2007 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Plumbing Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 2 NUMBER OF $12.00 SINKS 3 NUMBER OF $18.00 SHOWERS 1 NUMBER OF $6.00 TUBS 1 NUMBER OF $6.00 DISH WASHERS 1 NUMBER OF $6.00 GARBAGE DISPOSAL 1 NUMBER OF $6.00 CLOTHES WASHER 1 NUMBER OF $6.00 WATER HEATER-ELECTRIC 1 NUMBER OF $6.00 Permit Total Fees: $66.00 Notes: -: :. _ �. ...., e :... ;_ Payment Summary: e/MIWW,..-Aavamr...4xmosnowiratimmom Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Approach $50.00 $50.00 $0.00 $50.00 Building Permit $1,638.79 $1,638.79 $0.00 $1,638.79 Mechanical Permit $85.00 $85.00 $0.00 $85.00 Plumbing Permit $66.00 $66.00 $0.00 $66.00 $1,839.79 $1,839.79 $0.00 $1,839.79 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: JD Print Date: 4/27/2007 Permit Center - S`lokane 11707 E Sprague Ave, Suite 106 PERMIT NUMBER: P Spokane Valley,WA 99206 ,,, Valley. (509)688-0036 FAX: (509)688-0037 PERMIT FEE: , www. ork4e}'a11evlong ._ Community Development v,- , i , , Residential Const `iictia c z dd __. New Construction n Accessory Bldg Permit Application Addition/Remodel n Deck i : 2i ' i Other: SITE ADDRESS E �4 �-1��./ (- ASSESSORS PARCEL NO: 5 2/ LEGAL DESCRI TION:F',__ V,'7 �„A`g Building Owner: J .�' Contractor: Name: / -)C_l7tr / Z- `_--�j%2�sA✓t� Name: Address: /2.A A 7e Address: ,,/I City: ,%/ucthi .L T State: 4. Zip:i Z/e City: / State: Zip: Phone: i 9 ZZ ^1' Fax: c2 , s�4 Phone: Fax: Contractor Lic No: Exp Date: Contact Person City Business Lic.No: Name: CC.�)l: ��/c.—Z1 Phone: e.'7 0 9 7/0 ele, Describe the scope of work in detail: Cost of Project: $ /,/ ,..4,� LI Z) **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEM T SQ. FTG: IMPERVIOUSIO`NSURFACE FTG: 14j N/9— ' AREA: ,i FINISHED BASEM� T GARAGE,3$ . FIG: DECK/COV. P� SQ. FTG: 30% SLOPES ONS�j SQ. FTG: �A/ 7-g. A;4,Ir✓ PROPERTY: /I/a7 #OF BEDf�OM : CON TRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? ,._ -,.�7(%/c' , ice= e./C , ice✓er- 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 ordjna es.6)4PlanS or additional information may be required to be submitted, and subsequently approved before this application can bear nesse¢! / / Imo:: Signature s',_---- = -- ' Date 4-1-,1---,.%'S /`, Method of Payment: ❑ Cash Check ❑ Mastercard ❑ VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 r�r�oDr I �•` Permit Center PERMIT NUMBER: � 11707 E Sprague Ave, Suite 106 4.0110 Valley Spokane Valley,WA 99206 PERMIT FEE: (509)688-0036 FAX: (509)688-0037 Community Development www.spokanevalley.ora Approach Permit Application PROJECT ADDRESS 4, �9/4' START DA 1"F, ANTICIPA 1'ED COMPLETION DA 1'h Building Owner: Contractor: Name: ,,' Y 7. � 2 '14 Name: Address: / ,96 2 ,,a1.444/1�9 Address: tnzzeci State: ZZ./9- Zip '�/� City: State: Zip: Phone: 449 51ZZ Fax �y ��L�gj' Phone: Fax: Contact Person Contractor Lic No: Exp Date: Name: _ � / City Business Lic.No: Phone: i$ 3 7/6 1s�5 6 PROJECT DESCRIPTION (Provide site sketch) /i Residential Driveway Commercial/Industrial Driveway Existing Curb&Gutter Rural Road Section Culvert Installation Sidewalk Repair/Construction Other Conditions Bond/Insurance certification must be on file with the city. DISCLAIMER The permittee verifies,acknowledges and agrees by their signatures that: 1)If this permit is for construction of or on a dwelling,the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner.3)The signatory is the property owner or has permission to represent the property owner in this transaction.4) All construction is to be done in full compliance with the City of Spokane Valley Development Code.Referenced codes are available for review at the City of Spokane Valley Permit Center. 5)This City of Spokane Valley Permit is not a permit or approval for any violation of federal,state or local laws, codes or ordinances. 6)Plans or .dditional information may be required to be submitted,and subsequently approved before this application can be processed. Signature .A11,4_, .1 Date Method ofPaymen: ❑ Cash Check ❑ Mastercard El VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 319196 Permit Center 11707E Sprague Ave,Suite 106 Spoka`nTe' Spokane Valley,WA 99206 PERMIT NUMBER: .ovValley. (509)688-0036 FAX:(509)688-0037 PERMIT FEE: w w w.spokan ev al le v.om Community Development Mechanical Permit Application ❑ Commercial 6Residential SITE ADDRESS: S- ,/,2 7/11 `- ✓�/rC " Building Owner Name: l-2-'2( � G- ` , 771/)A�'1 � ✓ Phone- J�/9i2 - 2.,.5-, Fax: 7�4. 1 S Address: _/:_7..,-7 ,,,.....7 Lam', .....S /,.,9��fit Cit af -j/ State: e./ Zip:,97��6 Contractor Name: Phone: Fax: Address: ,--,''' ddress: -,'''m City: State: Zip: G License No: � City Business Lic: Contact y- �� .�J Name: (,6G:i!C'�- /rL1 i,/� Phone: _ <f /zi J efe DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 X $12.00 = 2 FUEL BURNING APPLIANCE More than 100,000 / X $15.00 = 3 UNLISTED APPLIANCE(Additional Fee) Equal to or less than 400,000 X $50.00 = 4 UNLISTED APPLIANCE(Additional Fee) More than 400,000 X $100.00 = 5 USED APPLIANCE(WSEC min.AFUE rating) Equal to or less than 400,000 X $50.00 = 6 USED APPLIANCE SEC min.AFUE ratin ) More than 400,000 X $100.00 = 7 BOILER/REFRIGERATION 1-100M BTU X $12.00 = 8 BOILER/REFRIGERATION 101-500M BTU X $20.00 = 9 BOILER/REFRIGERATION 501-1,000M BTU X $25.00 = 10 BOILER/REFRIGERATION 1,001-1,750M BTU X $35.00 = 11 BOILER/REFRIGERATION More than 1,750M BTU X $60.00 = 12 GAS LOG,GAS INSERT,GAS FIREPLACE X $10.00 = 13 RANGE X $10.00 = 14 DRYER X $10.00 = 15 FUEL BURNING WATER HEATER X $10.00 = 16 MISC.FUEL BURNING APPLIANCE X $10.00 = 17 GAS PIPING(each outlet) X $1.00 = 18 DUCT SYSTEMS X $10.00 = 19 VENTILATING FANS X $10.00 = 20 AIR HANDLER(DOES NOT include ducting) Equal to or less than 10,000 CFM X $12.00 = 21 AIR HANDLER(DOES NOT include ducting) Greater than 10,000 CFM X $15.00 = 22 EVAPORATIVE COOLERS X $10.00 = 23 TYPE I HOOD / X $50.00 = 24 TYPE II HOOD X $10.00 = 25 HEAT PUMP/AIR CONDITIONER 0-3 TON X $12.00 = 26 AIR CONDITIONER 3-15 TON X $20.00 = 27 AIR CONDITIONER 15-30 TON X $25.00 = 28 AIR CONDITIONER 30-50 TON X $35.00 = 29 AIR CONDITIONER More than 50 TON X $60.00 = 30 LPG STORAGE TANK X $10.00 ,= 31 WOOD OR PELLET STOVE/INSERT X $10.00 = 32 WOOD STOVE-FREE STANDING X $25.00 = 33 REPAIR&ADDITIONS X $15.00 = 34 VENTILATION SYSTEMS X $12.00 = 35 VENTILATION MECHANICAL EXHAUST X $12.00 = 36 INCINERATOR-RESIDENCE X $19.00 = 37 INCINERATOR-COMMERCIAL X $22.00 = METHOD OF PAYMENT: SUBTOTAL EXP , OCASH CHECK ❑VISA 0 MC . PROCESSING FEE $35.00 CARD#: 1` W/� ►� TOTAL PERMIT FEE DUE: e AUTHORIZED SIGNATURE: J i/✓ 'a p #1 Permit Center i�» ane �� 11707E Sprague Ave,Suite 106 Spokane Valley,WA 99206 PERMIT NUMBER: Soka /5 Valley° (509)688-0036 FAX:(509)688-0037 PERMIT FEE: �/ www.spokanevallev.ore Community Development Plumbing Permit Application 'Application n Commercial Residential SITE ADDRESS: 1�'i /75/ A9,th 2 7� '"4 Building Owner C , L� Name: C."�,�L� 's Phone lJ f 4937 Fax,:.......&.7/ .."12Z. .. .../ Address: Address: � ���/�� „5/20. D f,� Ci,ty��/ 6Lyi iti )State: ��/J - Zip: 97 Contractor �—-' Name: �/. Phone: Fax: Address: 1j City: State: Zip: License No: ...1"----.5;i-,7)711.--;..••••*". •�,/ City Business Lic: Contact Name: 3 . Phone: 40, .def cia e� �xi�� _ �Y/1�/I _�lam' �� DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET,BIDETS ! X $6.00 = 2 URINALS � X $6.00 = 3 TUBS X $6.00 = 4 SHOWERS(PER TRAP) BATH,STALL,ON-SITE BUILT ✓� X $6.00 = LAYS/BASINS,BAR,FLOOR,KITCHEN, 5 SINKS LAUNDRY,UTILITY,JANITOR,PHOTO, X $6.00 = X-RAY,FOOD,PREP/CULINARY MEAT 6 DISHWASHER /p X $6.00 = 7 CLOTHES WASHER / X $6.00 = 8 GARBAGE DISPOSAL / X $6.00 = 9 WATER SOFTENER X $6.00 = 10 ELECTRIC HOT WATER TANK NOTE: IF GAS,SEE MECHANICAL / X $6.00 = AREA,CASE,COIL,TRENCH, 11 FLOOR DRAINS CONDENSATE X $6.00 = 12 ROOF DRAINS/OVERFLOW DRAINS X $6.00 = 13 FOUNTAINS,DRINKING X $6.00 = WATER PIPING/DRAIN-IN WASTE, NSTALLATION,ALTERATION,REPAIR, 14 VENT,PLUMBING,REVERSAL REVERSALS X $6.00 = 15 SEWAGE EJECTOR GRINDER,SUMP PUMP X $6.00 = ICE AN/OR COFFEE MAKER,HOSE BIB, 16 WATER USING DEVICE STEAMER X $6.00 = PROOFER,CARBONATOR,SWAMP COOLER VACUUM BREAKER,CHECK VALVE, AND R.P.B.P.D.FOR: VATS,TANKS, 17 CROSS CONNECTION DEVICE BOILERS X $6.00 = GREASE TRAP,SAND TRAP, 18 INTERCEPTORS CHEMICAL HOLDING TANK X $6.00 = 19 MEDICAL GAS(per outlet) NITROUS,OXYGEN X $6.00 = 20 MISCELLANEOUS PLUMBING FIXTURE X $6.00 = 21 PRIVATE SEWAGE DISPOSAUSYS X $20.00 = 22 INDUSTRIAL WASTE INTERCEPTOR X $15.00 = SUBTOTAL METHOD OF PAYMENT: PROCESSING FEE ❑CASH CHECK ❑VISA 0 MC EXPIRES: $35.00 Card# V ,,, TOTAL PERMIT FEE DUE: .f1li" C.......... .-t. AUTHORIZED SIGNATURE: ` REVISED 8/26/05 'Planning 12616 E Springfield Wednesday, April 25, 2007 Closet Bath Bedrooi Bedroom Master BR 7-6 x 8-0 11-0 x 11-0 Bath 11-0 x 14-0 Lndry 7-0 x 6-6 13-0 x 14-0 0-0 Closet Hallway Kitchen Living Rm Garage 16-6 x 14-0 13-0 x 14-0 20-0 x 20-0 Porch 29-6 x 6-0 Planning 12616 E Springfield Wednesday, April 25, 2007 II I 1 III "Planning 12616 E Springfield Wednesday, April 25, 2007 • I I III • Ilk ail.. .IIML ill•Mi r 49-2-0 ' o d- Q a p Q C N a a a , hitti�-'sWnh✓rf„f ..''J.'l_s„t,Eo R°. :8€G e• •J'-> >_an`eNsi a at O7 O 1 3 d O F a N tz O � O_ O) 0 t A 14 O CO It ' 19-8-0 ��}� 29-6-0 VALLEY BESTWAY Roof Loading Account: Gene Strunk TC Live: 30.00 psf Job: Q52307 TC Dead: 7.00 psf Designer: JM BC Live: 0.00 psf Checker: BC Dead: 10.00 psf Date: 04-25-07 TC Stress Inc: 15.00 BC Stress Inc: 15.00 Spacing: 2-0-0 o.c. Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering • 952307 Al 2 TR 330800 4 2- 0- 0 2- 0- 0 Strunk / JM DG 17-10-3 5x5- DG 17-10-3 HO -15 4- 15 *2x311 B TCU*2x3 i I 5jj 4 S *2x311 N !: Q *2x311 SPL *2x311 L _ S *2x311 6r J , U 5x6 • 4 *2x3115;61.1 TCiG$7 1 WSPL*2x31 I 5-11-4 *2x311 F *. 5 1 5 tet* Y *2x311 AA TCL D GS3 I 6 G 6 3 � TCI' 4x5= q q 4x5= 1 A® / 0 02 h, 7I v a 0 D 10 � D2 \ .0 v E BCL G I K M O P BAR T V A Z BB BCL *2x3 II *2x311 5x6_ *2x311 *2x311 *2x311 *2x311 *2x311 *2x311 *2x311 5x6- *2x311 *2x311 SPL SPL I//.✓+'--/.;Y'✓////-Y//'-i✓//v+✓f-//✓>/,F/////////J///f/f////l/,,.F l///l///-:T////////////f EP 16-10-0 33-8-0 TC 2-0-0 16-10-0 1 16-10-0 2-0-0 BC 33-8-0 EP 33-8-0 ;. 1 33-8-0 G ALL PLATES ARE LOCK20 Scale:0.185"=1' Robbins Engineering, Inc./Online Plus"' APPROX. TRUSS WEIGHT: 96.3 LBS , Bottom Chords S LOCK 2.Ox 3.0 Ctr Ctr 0.00 , A -E 0.14 94 C 0.00 0.14 U LOCK 2.0x 3.0 Ctr Ctr 0.00 Online Plus -- Version 20.0.025 E -G 0.10 0 T 0.00 0.10 W LOCK 5.0x 6.0 0.2 0.5 0.72 RUN DATE: 25-APR-07 G -I 0.01 0 T 0.00 0.01 Y LOCK 2.Ox 3.0 Ctr Ctr 0.00 I -K 0.01 0 T 0.00 0.01 AA LOCK 2.Ox 3.0 Ctr Ctr 0.00 CSI -Size- ----Lumber---- K -M 0.01 0 T 0.00 0.01 C LOCK 4.Ox 5.0 Ctr 0.1 0.80 TC 0.19 2x 4 1B M -O 0.01 0 T 0.00 0.01 E LOCK 2.Ox 3.0 Ctr Ctr 0.00 BC 0.14 2x 4 1B 0 -P 0.01 0 T 0.00 0.01 G LOCK 2.0x 3.0 Ctr Ctr 0.00 GW 0.05 2x 4 DFL-STUD P -R 0.01 0 T 0.00 0.01 I LOCK 5.0x 6.0 Ctr-0.5 0.73 R -T 0.01 '0 T 0.00 0.01 K LOCK 2.0x 3.0 Ctr Ctr 0.00 ' Brace truss as follows: T -V 0.01 0 T 0.00 0.01 M LOCK 2.Ox 3.0 Ctr Ctr 0.00 O.C. From To V -X 0.01 0 T 0.00 0.01 0 LOCK 2.Ox 3.0 Ctr Ctr 0.00 TC Cont. 0- 0- 0 33- 8- 0 X -Z 0.01 0 T 0.00 0.01 P LOCK 2.Ox 3.0 Ctr Ctr 0.00 BC Cont. 0- 0- 0 33- 8- 0 Z -BB 0.10 0 T 0.00 0.10 R LOCK 2.Ox 3.0 Ctr Ctr 0.00 ' BB-C 0.14 94 C 0.00 0:14 T LOCK 2.0x 3.0 Ctr Ctr 0.00 Loading Live Dead (psf) Gable Webs V LOCK 2.Ox 3.0 Ctr Ctr 0.00 TC 30.0 7.0 E -D 0.05 308 C X LOCK 5.Ox 6.0 Ctr-0.5 0.73 BC 0.0 10.0 G -F 0.01 84 C Z LOCK 2.0x 3.0 Ctr Ctr 0.00 Total 30.0 17.0 47.0 I -H 0.03 158 C BB LOCK 2.0x 3.0 Ctr Ctr 0.00 Spacing 24.0" K -J 0.03 146 C Lumber Duration Factor 1.15 M -L 0.04 148 C Plate Duration Factor 1.15 0 -N 0.05 151 C REFER TO ROBBINS ENG. GENERAL TC Fb=1.15 Fc=1.10 Ft=1.10 P -B 0.03 73 C NOTES AND SYMBOLS SHEET FOR BC Fb=1.10 Fc=1.10 Ft=1.10 R -Q 0.05 151 C ADDITIONAL SPECIFICATIONS. T -S 0.04 148 C V -U 0.03 146 C NOTES: Plus 6 Wind Load Case(s) X -W 0.03 158 C Trusses Manufactured by: Z -Y 0.01 84 C Valley Best Way Jt React Uplft Size Req'd BB-AA 0.05 308 C Analysis Conforms To: Lbs Lbs In-Sx In-Sx ANSI/TPI 95 & 02 Cont. Brg 0- 0- 0 to 33- 8- 0 TL Defl -0.03" in BB-C L/999 OH Loading 3477 725 Hz = 82 LL Defl -0.02" in BB-C L/999 Soffit psf 2.0 Shear // Grain in A -D 0.22 Refer to Gen Det 3 series for Membr CSI P Lbs Axl-CSI-Bnd web bracing and plating. Top Chords Plates for each ply each face. Wind Loads - ANSI / ASCE 7-02 A -D 0.19 96 C 0.00 0.19 **SEE REVERSE SIDE OF THIS ** Truss is designed as a Main D -F 0.19 122 C 0.00 0.19 **PAGE FOR IMPORTANT NOTES ** Wind-Force Resistance System. F -H 0.04 102 C 0.00 0.04 Plate - LOCK 20 Ga, Gross Area Wind Speed: 90 mph H -J 0.04 105 C 0.00 0.04 Plate - RHS 20 Ga, Gross Area Mean Roof Height: 25-0 J -L 0.04 105 C 0.00 0.04 Jt Type Plt Size X Y JSI Exposure Category: C L -N 0.04 105 C 0.00 0.04 A LOCK 4.Ox 5.0 Ctr 0.1 0.80 Occupancy Factor : 1.00 N -B 0.04 134 T 0.00 0.04 D LOCK 2.Ox 3.0 Ctr Ctr 0.00 Building Type: Enclosed B -Q 0.04 134 T 0.00 0.04 F LOCK 2.Ox 3.0 Ctr Ctr 0.00 Zone location: Exterior Q -S 0.04 105 C 0.00 0.04 H LOCK 5.0x 6.0-0.2 0.5 0.72 TC Dead Load : 5.0 psf S -U 0.04 105 C 0.00 0.04 J LOCK 2.Ox 3.0 Ctr Ctr 0.00 BC Dead Load : 7.0 psf U -W 0.04 105 C 0.00 0.04 L LOCK 2.Ox 3.0 Ctr Ctr 0.00 Max comp. force 308 Lbs W -Y 0.04 102 C 0.00 0.04 N LOCK 2.Ox 3.0 Ctr Ctr 0.00 Quality Control Factor 1.25 Y -AA 0.19 122 C 0.00 0.19 B LOCK 5.Ox 5.0 Ctr Ctr 0.69 AA-C 0.19 96 C 0.00 0.19 Q LOCK 2.0x 3.0 Ctr Ctr 0.00 , Robbins Engineering,Inc/Online PlusTM C 1996-2007 Version 20.0.025 Engineering-Portrait 4/25/2007 1:56:04 PM Page 1 FLOORS - TABLE R502.5(1) GIRDER SPANS'AND HEADER SPANS°FOR EXTERIOR BEARING WALLS I (Maximum spans for Douglas fir-larch,hem-fir,southern pine and spruce-pine-fire and required number of jack studs) GROUND SNOW LOAD(psf)' 30 50 Building width`(feet) I GIRDERS AND 20 28 36 20 28 36 HEADERS SUPPORTING SIZE Span NJ° Span NJ° Span NJ° Span NJ° Span NJ° Span NJ° 2-2x4 3-6 1 3-2 1 2-10 1 3-2 1 2-9 1 2-6 1 2-2x6 5-5 1 4-8 1 4-2 1 4-8 1 4-1 1 3-8 2 2-2x8 6-10 1 5-11 2 5-4 2 5-11 2 5-2 2 4-7 2 2-2x10 8-5 2 7-3 2 6-6 2 7-3 2 6-3 2 5-7 2 2-2x12 9-9 2 8-5 2 7-6 2 8-5 2 7-3 2 6-6 2 Roof and ceiling 3-2x8 8-4 1 7-5 1 6-8 1 7-5 1 6-5 2 5-9 2 3-2x10 10-6 1 9-1 2 8-2 2 9-1 2 7-10 2 7-0 2 3-2x12 12-2 2 10-7 2 9-5 2 10-7 2 9-2 2 8-2 2 4-2x8 7-0 1 6-1 2 5-5 2 6-1 2 5-3 2 4-8 2 4-2x10 11-8 1 10-6 1 9-5 2 10-6 1 , 9-1 2 8-2 2 4-2x12 14-1 1 12-2 2 10-11 2 12-2 2 10-7 2 9-5 2 2-2x4 3-1 1 2-9 1 2-5 1 2-9 1 2-5 1 2-2 1 2-2x6 4-6 1 4-0 1 3-7 2 4-1 1 3-7 2 3-3 2 2-2x8 5-9 2 5-0 2 4-6 2 5-2 2 4-6 2 4-1 2 2-2x10 7-0 2 6-2 2 5-6 2 6-4 2 5-6 2 5-0 2 2-2x12 8-1 2 7-1 2 6-5 2 7-4 2 6-5 2 5-9 3 Roof,ceiling and one 3-2x8 7-2 1 6-3 2 5-8 2 6-5 2 5-8 2 5-1 2 center-bearing floor 3-2x10 8-9 2 7-8 2 6-11 2 7-11 2 6-11 2 6-3 2 3-2x12 10-2 2 8-11 2 8-0 2 9-2 , 2 • 8-0 2 7-3 2 4-2x8 5-10 2 5-2 2 4-8 2 5-3 2 4-7 2 4-2 2 4-2x10 10-1 1 8-10 2 8-0 2 9-1 2 8-0 2 7-2 2 4-2x12 11-9 2 10-3 2 9-3 2 10-7 2 9-3 2 8-4 2 2-2x4 2-8 1 2-4 1 2-1 1 2-7 1 2-3 1 2-0 1 2-2x6 3-11 I 3-5 2 3-0 2 3-10 2 3-4 2 3-0 2 2-2x8 5-0 2 4-4 2 3-10 2 4-10 2 4-2 2 3-9 2 2-2x10 6-1 2 5-3 2 4-8 2 5-11 2 5-1 2 4-7 3 2-2x12 7-1 2 6-1 3 5-5 3 6-10 2 5-11 3 5-4 3 Roof,ceiling and one clear 3-2x8 6-3 2 5-5 2 4-10 2 6-1 2 5-3 2 4-8 2 span floor 3-2x10 7-7 2 6-7 2 5-11 2 7-5 2 6-5 2 5-9 2 3-2x12 8-10 2 7-8 2 6-10 2 8-7 2 7-5 2 6-8 2 4-2x8 5-1 2 4-5 2 3-11 2 4-11 2 4-3 2 3-10 2 4-2x10 8-9 2 7-7 2 6-10 2 8-7 2 7-5 2 6-7 2 4-2x12 10-2 2 8-10 2 7-11 2 9-11 2 8-7 2 7-8 2 2-2x4 2-7 1 2-3 1 2-0 1 2-6 1 2-2 1 1-11 1 2-2x6 3-9 2 3-3 2 2-11 2 3-8 2 3-2 2 2-10 2 2-2x8 4-9 2 4-2 2 3-9 2 4-7 2 4-0 2 3-8 2 2-2x10 5-9 2 5-1 2 4-7 3 5-8 2 4-11 2 4-5 3 2-2x12 6-8 2 5-10 3 5-3 3 6-6 2 5-9 3 5-2 3 Roof,ceiling and two 3-2x8 5-11 2 5-2 2 4-8 2 5-9 2 5-1 2 4-7 2 center-bearing floors 3-2x10 7-3 2 6-4 2 5-8 2 7-1 2 6-2 2 5-7 2 3-2x12 8-5 2 7-4 2 6-7 2 8-2 2 7-2 2 6-5 3 4-2x8 4-10 2 4-3 2 3-10 2 4-9 2 4-2 2 3-9 2 4-2)(10 8-4 2 7-4 2 6-7 2 8-2 2 7-2 2 6-5 2 4-2x12 9-8 2 8-6 2 7-8 2 9-5 2 8-3 2 7-5 2 (continued) 90 2003 INTERNATIONAL RESIDENTIAL CODE® rLvvKs TABLE R502.5(1)—continued GIRDER SPANS'AND HEADER SPANS'FOR EXTERIOR BEARING WALLS - (Maximum spans for Douglas fir-larch,hem-fir,southern pine and spruce-pine-firb and required number of Jack studs) GROUND SNOW LOAD(psf)' . 30 50 Building width'(feet) GIRDERS AND 20 28 36 20 28 36 I HEADERS SUPPORTING SIZE Span NJ° Span NJ° Span NJ° Span NJ° Span NJ° Span NJ° 2-2x4 2-1 1 1-8 1 1-6 2 2-0 1 1-8 1 1-5 2 2-2x6 3-1 2 2-8 2 2-4 2 3-0 2 2-7 2 2-3 2 2-2x8 3-10 2 3-4 3 3-0 3 3-10 2 3-4 2 2-11 3 2-2x10 4-9 2 4-1 3 3-8 3 4-8 2 4-0 3 3-7 3 2-2x12 5-6 3 4-9 3 4-3 3 5-5 3 4-8 3 4-2 3 Roof,ceiling and two clear span 3-2x8 4-10 2 4-2 2 3-9 2 4-9 2 4-1 2 3-8 2 floor 3-2x10 5-11 2 5-1 2 4-7 3 5-10 2 5-0 2 4-6 3 3-2x12 6-10 2 5-11 3 5-4 3 6-9 2 5-10 3 5-3 3 4-24 5-7 2 4-10 2 4-4 2 5-6 2 4-9 2 4-3 2 4-2x10 6-10 2 5-11 2 5-3 2 6-9 2 5-10 2 5-2 2 4-2x12 7-11 2 6-10 2 6-2 3 7-9 2 6-9 2 6-0 3 For SI: 1 inch=25.4 mm,1 pound per square foot=0.0479 kN/m2. a. Spans are given in feet and inches. b. Tabulated values assume#2 grade lumber. c. Building width is measured perpendicular to the ridge.For widths between those shown,spans are permitted to be interpolated. d.NJ-Number of jack studs required to support each end.Where the number of required jack studs equals one,the header is permitted to be supported by an ap- proved framing anchor attached to the full-height wall stud and to the header. e. Use 30 psf ground snow load for cases in which ground snow load is less than 30 psf and the roof live load is equal to or less than 20 psf. 2003 INTERNATIONAL RESIDENTIAL CODE® 91 WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°'1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Glazing Glazing U-Factor Door9 Wall12 Wall? Wall?Area' Vaulted 6 Option o� of oor U- Ceiling2 Ce ling8 Above Below Below Floors Sono Vertical Overhead" Factor Grade Grade Grade Grade I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 int' II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 IV. 25% 0.35 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 R-30/ R-10/ Group R-1 U=0.031 U=0.034 int'/ U=0.029 F=0.54 Occupancy U=0.054 Only V. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 Group R-3 int' Occupancy Only VI. Unlimited 0.32 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 R-30/ R-10/ Group R-1 U=0.031 U=0.034 int'/ U=0.029 F=0.54 Occupancy U=0.054 Only * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%,it shall comply with all of the requirements of the 15%glazing option(or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10,or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material,manufactured for its intended use,and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material,manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5 insulation. COOPERATIVE EXTENSION WSEC Builder's Field Guide 5th Edition WASHINGTON STATE UNIVERSITY 1-7 ENERGY PROGRAM r - FIGURE 1 CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side Elevation Extent of header (Two braced wall segments) - Extent of header (One braced wall segment) I] • � Q ° I .. al O a a a. #'�g t aig �F' y N s .r g v.' rr _I 0 R 4.. Y ,, f ; ;;ia R ° ° !q Sheathing filler -..-i a ¢ a 7p trti ,>:t headeC L ' d 1 , a .::.a.h,:,..<..:>:...:.:,.,. � < . if needed • 00 o bAI '! 2' to 18' (finished width) �e I l l " ` ""6 i°r °IV, 0 i'; , 1 14 i1;1 q `P I � :14.11:1111:111111::4;' is ; i ;i°: , ,9 • 1 6d sinker si�kFasten sheathingto header with p plate , 1 .^ nails in 2 rows To a ' " �' tr ��;: 8d common nails in 3 3" ity paO° @ 3" o.c. grid.ipcontinua is „,,,,:::;•0,"!..,•,,. .,,,:,....!„.4,,, as shown and o.c. in '' 11 °'' °I ° patternrequired per p+ = ' ' ° °�a� z.. all framing (studs and sills) typ. R602.3.2 ; ;is °; ;°r '°•f' �” ', 1000 lb header- f 1 , b,°= I°Id' } 1 a a a to- ack-stud strap f°� �°I' 1000 lb header-to-jack-stud stra +•� � I I a,qt 0,.'' "r°= I°I" on both sides ;°} I°, on both sides of opening 1 I : ,;, r, , ,: 1i 13 1i 1:1 } Of!tl ,4lI.. (Install on backside as shown on ' ' ' ^� r 1 1 of opening (Ref. Max. °;°� ;°�` 1 , 1 , b,°s ,°I� height {.o Side Elevation, Ref. No. LSTA24) ; I ; , °;; No. LSTA24) 10' Lk , Min. (2) 2x4 typ. 1 i E °c ote 1° i Braced wall ; ; ,i ' "'°i 1. " If panel splice is needed it shall segment per I II , 0,a o 4: R602.10.5 iti 3/8" min. ` occur within 24" of mid-height. , , . �T IT' Alaf i:to 1:! I I: h. al°k ;a; Blocking is not required. l I I I °i: ;`;q thickness wood .t1. it '3 °L: �� No. of � I j' a,n ,,,, structural panel V.4. Min. width based on 6:1 ; ; ; o`_ la,a sheathing jack studs N Q,°c ;°f height-to-width ratio: For I I I 0 ;le 'A la,« „ per table t 1 ,1 : ,if :,1 example:16 min. for 8' height R502.5(1&2) I I ' I :,:, '°'° N5i, Yaif 1'! : 1 I': 0,01# i� ;1 ; : 1 1 tjt �ui ° , Min. 2"x2ux3/16nplate washer , �z. t , 1. w. s Anchor bolt per R403.1.6 Typ. Foundation per code Not to scale ; N11O1.3.1–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 r, inch high numbers for installed thickness of insulation. CEILING: 1/2" GWB if perpendicular to rafters or trusses 24" o.c. and no water based texture used— otherwise 5/8" GWB. DECKS:Ledger board requires 1/2"lag bolt @ 16"o.c.with flashing behind.Guardrail 36 in.high required if floor more than 30 in.above grade.Picket spacing no more than 4 in.apart.Posts require approved base and beam connectors.MM.24 in.frost protection to finish grade with min. 12 in.footing base. LANDING required on both sides of exit doors with min.size of 3 ft.measured in direction of travel by 3ft.or width of Lfn door if greater,and not lower than 1 /z in.below ing required at other exterior doors is a minimum size of 3 ft travel distance by width of door,and not lower than 7 3/4 in.below threshold provided the door does not swing over the landing. Anchor Bolts- Minimum '/2"x 10"with 7" concrete embedment at 6' o.c. and 12"from ends of sill plates. Under Floor Ventilation Under floor 1 Sq Sq Ft er �� floor spaceFtper area. 1 ventilatingof opening undshall Clearance 18 be within 3 feet ofevery each150 corner.Openings shall be covered with approved material. Attic Ventilation t Sq Ft per every 300 Sq Ft of space ventilated with at least 50%in the upper portion of roof area. Ii„ RRRI , , , Bin1 „, ,moi. , �. �/ . .. 1 , �1.10.1.1. 1 ----- 4 \...\A �1 , --,i1.—.. .W f---t —,,. ti 2z/ - ,..ipx,,,v6i---/ --m--,---- ., , . .., . . lc) 1 . . 4r ., ///3g1,—. . 43 x mama I ..„7.„..„. .,i . iimi � .. :� —xv. . . h . ... rim. . . y, „,„� , S . 2 '1 a I , I 1 , . , i s I 8 , i , , s 4 F 4 S 'I E 9 , I 4 t I , 4 r) , 0 • ♦, ., /p," xeMkz,.iif/.2___ e.-) ,5 a (, o P/7(9 s/ 76 PA 4- is- 1 .._ie 4/0 raj- tet- y /��_ °` .Z`�ac" a71k ,!f 1/8" GAP !pUKc(xtjF� y, QBE +AIEEN HEH� I � ,• , X3Q�� 3 D Ceit/:7/ - /�phi _ th 38 or µo /��rLlz f. f�jrl�a dam. 9- -. .... .t:4,5 i D j 'T-z1 i?, ) 3 i1 G sd r� b, - crawl ue_n-V ,I/All r-K./A z: ig#G/14- �- 1 -.,,r Aei 10412Eck-- c_o,);. ir ., .1",71, # // 7 ./ L� 115 74'6. d G IP!4 hit- oU00 /D/L cam' r.r/ �/X�/'/ g Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 Planning 12616 E Sp Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 ¢SMOKE ALARMS SHALL SE INTERCON- Min. 16, 18 or 20 in. APA Portal Frame Bracing , trot NECTED ANO HARD WIRED IN SUCH A Engineered Shear Wall Bracing MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. (BEDROOMS. AREAS APPROACHING EMERGENCY EGRESS REOUIREMENTS BEDROOMS . VAULTED CEILING FROM SLEEPING ROOMS WITH RISE OF 24" & ON EACH FLOOR) 1)NET CLEAR OPENING: 5.7 SQUARE FEET GRADE FLOOR OPENING(MAX 44") 5.0 SQUARE FEET ��y 2)NET CLEAR OPENING HEIGHT 24 INCHES lam' EXHAUST FANS 3)NET CLEAR OPENING WIDTH 20 INCHES 100 AFM kitchen 5) MAX FINISHED SILL HEIGHT 44"ABOVE FLOOR 5)EMERGENCY ESCAPE&RESCUE OPENING SHALL 8E 50'C111� bathroojns OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT &Tari ✓�►r& THE USE OF KEYS OR TOOLS ro e-gr8'Q,c*A. 4Q-7 10-107-6 8-6 2-6 7-0 12-10 4-11 / I ea in j r Lgg b&ti-�•A /.1'-4;ALA a a (,_,.. ,ci_00,0 age Aro F1114 �°f ibete11 1.70 -.7 TGA r CI ihdeePc ",......4i0 , ktd7ex% _ a a 1 -- .70d Y"1 `JJ ---.11( Ilit / / 0-10 14-2 / 9-2 / 1 ; 148 16-8 / 13-0 70.0 PROTECTION AND OPEN'NGS BETWEEN DWELLING AND PRIVATE GARAGE SHALL HAVE: SECTION M2005 1)MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE WATER HEATERS CONSTRUCTION ON THE GARAGE SIDE: ❑ 5/8"TYPE"X"GYP BOARD HABITABLE SPACE ABOVE)OR M2005.1'General.Water heaters shall be installed in accor- ❑ 1/2"GYP BOARD(RESIDENCE/ATTIC.FLOOR/CEILING) dance with the manufacturer's installation instructions and the 2)OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE requirements of this code. Water heaters installed in an attic EQUIPPED WITH SOLID WOOD DOOR,SOLID OR HONEYCOMB CORE shall conform to the requirements of Section M1305.1.3. STEEL DOORS NOT LESS THAN 1 3/8",OR 20 MINUTE FIRE RATED DOORS. Gas-fired water heaters shall conform to the requirements in Chapter 24. Domestic electric water heaters shall conform to UL 174 or UL 1453. Commercial electric water heaters shall -rjt CA L 4 ikko M, . .ri O 7x0 conform to UL 1453. Oiled-fired water heaters shall conform �J to UL 732. M2005.2 Prohibited locations.Fuel-fired water heaters shall not be installed in a room used as a storage closet.Water heaters located in a bedroom or bathroom shall be installed in a sealed enclosure so that combustion air will not be taken from the liv- ing space. Direct-vent water heaters are not required to be in- stalled within an enclosure. UPC 508.2—Water heaters require anchoring or strapping at upper and lower one third points to prevent horizontal displacement during earthquakes. Strapping shall be a minimum of 4 inches above controls. Minimum depth for frost protection in the City of ---, Spokane Valley is 24 inches measured from the bottom of the footing to finish grade. Grade slope away from buildinc minimum 6 inches in first 10 feet. Radon Mitigation System Required With 6 mil Vapor Barrier iF d (rod,T CX re C c..__44.4i \\1,..� CONCRETE TO COMPLY TO IRC T BLE 404.1.1(1) FOUNDATION.W LS-3000# PSI rali 1-1 ..� SLABS, GARAGE ,CARPORTS C y V &PORCHE -3500#PSI P ka ) ALL FOOTINGS MU T BE CONTINUOUS N N cl �� PROVIDE SOLID BLOCK UNDER ALL COLUMNS BEARING WALLS AND WALLS. t, r i �...�r PROVIDE DOUBLE JOINTS(WI)UNDER AU.WALLS P, N` (� 3 PARALLEL TO SPAN U.N.O. PROVIDE DOUBLE STUDS TO FOUNDATION • .4 UNDER ALL RIP AND GIRDER TRUSSES U.N.O. NSCPROVIDE SHEAR CONNECTION FROM INTERIOR •04 2( a S:ir '- ,�,'q:LS TO TRUSSES OR JOISTS ABOVE. N % tir —. Under Floor Ventilation „' C t 1 Sq Ft per every 150 SO Ft of under .. floor space area. 1 vent lating o Hing shall (1 be within 3 feet of each •mer. pings s ' shall be covered with a• =••ved aterial. fio` t �\ 4 N. k= Under fl, sr 11 . b l8 x 4 ssble s _.4 kZi, c.... ''..a.,41.... 0.‘ liq >; z ,.. i 1 i t. IN Ac Y11 �( o � q X7/1 r> — ---- f. . Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering .Q52307 A2 14 TR 330800 4 2- 0- 0 2- 0- 0 1 Strunk / JM • DG 17-10-3 HO 3-15 5x5= DO 17-10-3 HH 4 B HO 3-15 HH 4 y, TCUTCU 4� 5x8-.:,j \\ �\ 5x6 5-11-4 2x411 SPLG \� HSPL TCL 5 4x5- W4 / \ TCL A \ ------ 4x5= LI BCL 1 FSPL E BIM SP D BCL 3x5= 5x6- 4x7= 5x6= \\7 1 fl W:508 W:508 R: 165 R:1956 W:508 U: 89 U: 387 R:1381 U: 291 EP 6-2-12 8-9-14 16-10-0 24-10-2 TC 2-0-0 6-2-12 i 2-7-2 1 8-0-2 839810 BC 6-2-12 8-0-2 I 8-9-14 2-0-0 i 2-7-2 I 8-0-2 + 8-0-2 I 8-9-14 EP 6-2-12 8-9-14 16-10-0 24-10-2 33-8-0 4 33-8-0 ALL PLATES ARE LOCK20 Scale:0.185"=1' Robbins Engineering, Inc./Online Plus'" APPROX. TRUSS WEIGHT: 88.4 LBS To Chords D LOCK 5.Ox 6.0 Ctr-0.5 0.73 A -J 0.43 803 T 0.10 0.33 Online Plus -- Version 20.0.025 j' -G 0.61 805 T 0.10 0.51 RUN DATE: 25-APR-07 G -B 0.58 1410 C 0'.03 0.55 REFER TO ROBBINS ENG. GENERAL B -H 0.77 1416 C 0.01 0.76 NOTES AND SYMBOLS SHEET FOR CSI -Size- ----Lumbef---- H -C 0.87 2680 C 0.15 0.72 ADDITIONAL SPECIFICATIONS. TC 0.87 2x 4 1B Bottom Chords BC 0.64 2x 4 1B A -I 0. 9 751 C 0.00 0.29 NOTES: WB 0.52 2x 4 DFL-STUD I -F 0.31 551 T 0.06 0.25 Trusses Manufactured by: F -E 0.23 551 T 0.06 0.17 Valley Best Way Brace truss is fl9w •sE -D 0.56 2554 T 0.32 0.24 Analysis Conforms To: ' O.C. jitf �j or f -C 0.64 2554 T 0'.32 0.32 ANSI/TPI 95 & 02 TC Cont. 0- - 433- 8- 0, Webs OH Loading BC Cont. 0- 0- 0 33- 8- 0 I -J 0.05 292 C Soffit psf 2.0 WB 1 rows CLB on E -H I -G 0.52 1981 C Wind Loads - ANSI / ASCE 7-02 Attach CLB with (2)-10d nails F -G 0.02 97 T Truss is designed as a Main at each web., rx C E 0.27 836 T s •.P'3a ar~' _`i 10�'i 18 1-i ; Wind-Force Resistance System. E -B 0.10 .. 321 T Wind Speed: 90 mph Loading Live,-Y' Deady' (psis) ''7 E -H` `0.41 ' 1299 C 1 Br Mean Roof Height: 25-0 TC 30.0 7.0 D -H 0.06 201 T BC Exposure Category: C 0.0 10.0 Occupancy Factor : 1.00 Total 30.0 17.0 47.0 TL Defl -0.09" in A -I L/776 Building Type: Enclosed Spacing 24.0" LL Defl -0.22" in D -C L/999 Zone location: Exterior Lumber Duration Factor 1.15 Shear // Grain in H -C 0.42 TC Dead Load : 5.0 psf Plate Duration Factor 1.15 BC Dead Load 7.0 psf TC Fb=1.15 Fc=1.10 Ft=1.10 Plates for each ply each face. Max comp. force 2680 Lbs BC Fb=1.10 Fc=1.10 Ft=1.10 **SEE REVERSE SIDE OF THIS ** Quality Control Factor 1.25 **PAGE FOR IMPORTANT NOTES ** Plate - LOCK 20 Ga, Gross Area Plus 6 Wind Load Case(s) Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Jt React Upl£t Size Req'd A LOCK 4.Ox 5.0 Ctr 0.1 0.80 Lbs Lbs In-Sx In-Sx J LOCK 2.Ox 4.0 Ctr Ctr 0.44 A 165 89 5- 8 1- 8 G LOCK 5.Ox 8.0-0.6 0.3 0.80 Hz = -81 B LOCK 5.Ox 5.0 Ctr Ctr 0.69 I 1957 387 5- 8 1-15 H LOCK 5.Ox 6.0 0.2 0.5 0.96 C 1382 292 5- 8 1- 8 C LOCK 4.Ox 5.0 Ctr 0.1 0.80 Hz = 82 I LOCK 3.Ox 5.0 Ctr Ctr 0.92 F LOCK 5.Ox 6.0 Ctr-0.5 0.73 Membr CSI P Lbs Axl-CSI-Bnd E LOCK 4.Ox 7.0 Ctr Ctr 0.70 Robbins Engineering,Inc./Online Plus" ©1996-2007 Version 20.0 025 Engineering-Portrait 4/25/2007 1:56 04 PM Page 1 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMINrIl INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS � iey REVIEWED FOR CfCOMPLIANCE SPOKANE VALLFv DING DIVISION T/ -