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2007, 02-08 Permit App: 07000389 Remodel Project Number:. 07000389 Inv: 1 Application Date: 2/8/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: SFR REMODEL W/ADD TO GAR Contact: CORNERSTONE CONSTRUCTION GRO Address: 11327 E MONTGOMERY STE#1 C-S-Z: SPOKANE VALLEY,WA 99206 Setbacks:Front Left: Right: Rear: Phone: (509)927-5088 Group Name: Site Information Project Name: Plat Key: Name: VERADALE HEIGHTS, 12TH ADD TO District: East Parcel Number: 45142.2727 Block: Lot: SiteAddress: 14325 E SHARP AVE Owner:Name: WARREN,RANDY Address: 14325 E SHARP AVE Location::CSV SPOKANE VALLEY,WA 99216 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 10,625 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Released By: Landuse/Zoning/HE Conditions Released By: r", `` 4 Abk- Permits: .. . , tr- Operator: JD Printed By: JD Print Date: 2/8/2007 Project Number:' 07000389 Inv: 1 Application Date: 2/14/2007 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: SFR REMODEL W/ADD TO GAR Contact: CORNERSTONE CONSTRUCTION GRO Address: 11327 E MONTGOMERY STE#1 C-S-Z: SPOKANE VALLEY,WA 99206 Setbacks:Front Left: Right: Rear: Phone: (509)927-5088 Group Name: Site Information: Project Name: Plat Key: Name: VERADALE HEIGHTS,12TH ADD TO District: East Parcel Number: 45142.2727 Block: Lot: SiteAddress: 14325 E SHARP AVE Owner:Name: WARREN,RANDY Address: 14325 E SHARP AVE Location::CSV SPOKANE VALLEY,WA 99216 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 10,625 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: a=..:: =2 4. . =7 :: ._ ,. . -- Review Building Plan Review Released',By: Originally Released: 2/13/2007 By: TMELBOU Landuse/Zoning/HE Conditions Released By: Originally Released: 2/9/2007 By: kkendall Permits: = x "MON224 uV ,e_. '43A+a 31 3 :o�ama. .. . Operator: JD Printed By: JD Print Date: 2/14/2007 Project Number:. 07000389 Inv: 1 Application Date: 2/8/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: CORNERSTONE Firm: CORNERSTONE CONSTRUCTION Address: 11327 E MONTGOMERY STE 1 Phone: (509)927-5088 SPOKANE VALLEY WA 99206 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB 1,100 $100,496.00 1,100 $100,496.00 BASEMENT F R-3 VB 900 $18,000.00 900 $18,000.00 DECK OPEN R-3 VB 150 $2,250.00 150 $2,250.00 GARAGE U-1 VB 624 $11,856.00 624 $11,856.00 Totals: 2,774 $132,602.00 2,774 $132,602.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $1,178.55 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $471.42 Permit Total Fees: $1,654.47 Mechanical Permit Contractor: CORNERSTONE Firm: CORNERSTONE CONSTRUCTION Address: 11327 E MONTGOMERY STE 1 Phone: (509)927-5088 SPOKANE VALLEY WA 99206 Plumbing Permit -- Contractor: CORNERSTONE Firm: CORNERSTONE CONSTRUCTION Address: 11327 E MONTGOMERY STE 1 Phone: (509)927-5088 SPOKANE VALLEY WA 99206 Notes: -mom _=- ....,. .a rf. __. Payment Summary: 1M -.._ d.4 :. .: :; r. ..: . .:.... ....M, u ti: _.. Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $1,654.47 $1,654.47 $0.00 $1,654.47 $1,654.47 $1,654.47 $0.00 $1,654.47 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: 2/8/2007 Project Number: 07000389 Inv: 1 Application Date: 2/14/2007 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: CORNERSTONE Firm: CORNERSTONE CONSTRUCTION Address: 11327 E MONTGOMERY STE 1 Phone: (509)927-5088 SPOKANE VALLEY WA 99206 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB VALUE OF 0 $60,000.00 0 $60,000.00 FIRE REPAIR Totals: 0 $60,000.00 0 $60,000.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $713.75 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $285.50 Permit Total Fees: $1,003.75 — _ – Mechanical Permit Contractor: CORNERSTONE Firm: CORNERSTONE CONSTRUCTION Address: 11327 E MONTGOMERY STE 1 Phone: (509)927-5088 SPOKANE VALLEY WA 99206 Item Description Units Unit Desc Fee Amount DUCT SYSTEMS 1 NUMBER OF $10.00 GAS PIPING 2 #OF UNITS $2.00 AIR CONDITIONER:4-15 TONS 1 NUMBER OF $20.00 VENTILATING FANS 3 NUMBER OF $30.00 CLOTHES DRYER 1 NUMBER OF $10.00 RANGE 1 NUMBER OF $10.00 GAS LOG OR GAS INSERT 1 NUMBER OF $10.00 Permit Total Fees: $92.00 Operator: JD Printed By: JD Print Date: 2/14/2007 Project Number: 07000389 Inv: 1 Application Date: 2/14/2007 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Plumbing Permit Contractor: CORNERSTONE Firm: CORNERSTONE CONSTRUCTION Address: 11327 E MONTGOMERY STE 1 Phone: (509)927-5088 SPOKANE VALLEY WA 99206 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 2 NUMBER OF $12.00 SINKS 2 NUMBER OF $12.00 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: $60.00 Payment Summary: _ µr :._.., epaxf Ora ¢ a. ..tWeAP€,.- a, . r - ,' A Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $1,003.75 $1,003.75 $0.00 $1,003.75 Mechanical Permit $92.00 $92.00 $0.00 $92.00 Plumbing Permit $60.00 $60.00 $0.00 $60.00 $1,155.75 $1,155.75 $0.00 $1,155.75 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: 2/14/2007 S_ - Permit Center or , ��ne 11707 E Sprague Ave, Sete l 06 _ , � ; ' \!. ''\' PERMIT NUMBER: �� CA ValleSpokane Valley,WA 9,:z8-0037 9z�� ' 7 ! `__1/ PERMIT FEE: J (509)688-0036 FAX: (56 ) 8 0037 Community Development .cNWCV-spok_anevalley.or,.corn FEB 0 8 iim, l `/ . i t Residential Construction At low ' onst11 'i uct>ion o Accessory Bldg Permit Application ❑ Add) 'off ck ❑ O *: FTIe.0- eeSra lo5 SITE ADDRESS /4/3.2 S 67 Sh .p ASSESSORS PARCEL NO: V)/.2 • 7 7 LEGAL DESCRIPTION: Building owner Contractor i. . .. -. Name: le,�jv /./, Name:U),Jis are. OoasT (/eot Address: / 3,25' , SI14 io Address:/!3,g- fi74nr,t,mb iy -tuft'__ City:44okrae_ 1/1-&-i to Zip: 9' i',Z) City: Dx4g.le_ (/.ft[.f_cl Zip Qg20t. Phone: Fax: Phone: 7a?7-See Fax: ‘477-5'S4.)a Lic No:3, c&&,- *9 Da Exp.Date: 3 i-08 ch--,tact.Person,./7`)/ a 6/: -;_.,';:',...3.,_-.- --- City Business Lic No: 4 D 748 O.:723 cv hvi y Name: /yJi, 6,ii - Phone: c,2( 3 -6-769 dELL--` C( LL- - fv3 - 5 76 Describe the scope of work in detail: Cost of Project: $ 60, .ap //67.4) &ic T/ sc s /6.,he, '� Li/1-4.41 .. „1..s cc/- /JEEr& t/A 4i%L ukZGi ft Cr r�re.44-c. /tii/, /90,0/72O-A, i 3 6.4. ,(-- e_ Zip Ai r z kir .96 **************The folio ing MUST be a •: : -• write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIO • `'fix OF STORIES: TOTAL HABITABLE SPACE: LL _Vii,ar /'/Za MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: r/0 p /f� ,� /� `,� AREA: FINISHED BASEMENT GARAGE S.Q. FT DECK/COV. PATI SQ. FTG: 30% SLOPES ON SQ. FTG: f 06 I &3 l /5 PPT': #OF BEDROOMS:. CONSTRUCT! N TYPE: HEAT SOU E: (-SEWER 05 SEPTIC? - DISCLAIMER The permitee verifies, acknowledges and agrees by their signature that 1) If this permit is for construction of or on a dwelling,the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of 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 be4processe Signature Date 4 •Y_07 Method of Payment: (Fax d e 9pplications will only be accepted with major bankcard) 0 Cash [Check 0 Mastercard 0 VISA ❑ Other Bankcard#: Expires: VIN#: Authorized Signature: —G7,� ?A REVISED 6/252005 = \Taney 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevaltey.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. O Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. o 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 ❑ 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. 0 All header locations: type, size, and connections 0 Foundation plan ❑ Insulation information Permit Center Spokane 11707 E Sprague Ave,Suite 106 PERMIT NUMBER: ,00,10Valley Spokane Valley,WA 99206 (509)688-0036 FAX:(509)688-0037 PERMIT FEE: Community Development www.spokanevallev.ora Plumbing Permit Application [1 Commercial ZI Residential SITE ADDRESS: A'//✓2, � S L- ,....3-1-2,4- 0 - Building Owner Name: 47 Phone: Fax: Address: / �3a. s �677 sh�P City: siae)/m,tk vState:7 444- Zip: 51,z4 Contractor Name:e ori6 r n Phone: 9 a7 c0 Edi Fax: Address: //S cZ 7t` 010YI 6" i[' / City: 404.kut (.Lvf State: Zip: g? 6, License No: City Business Lie: / Contact Name: /y � Phone: l3 'S 2 v` DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET,BIDETS X $6.00 = JJ.0 U 2 URINALS X $6.00 = 3 TUBS // X $6.00 = t , -Oe) / 4 SHOWERS(PER TRAP) BATH,STALL,ON-SITE BUILT X $6.00 = 61 , 0 0 LAYS/BASINS,BAR,FLOOR,KITCHEN, 5 SINKS LAUNDRY,UTILITY,JANITOR,PHOTO, X $6.00 = X-RAY,FOOD,PREP/CULINARY MEAT a / t5 a //' 6 DISHWASHER / X $6.00 = g//,,r •pe) 7 CLOTHES WASHER / X $6.00 = 6'. a 0 8 GARBAGE DISPOSAL / X $6.00 = , it,19 0 9 WATER SOFTENER X $6.00 = 10 ELECTRIC HOT WATER TANK NOTE: IF GAS,SEE MECHANICAL / X $6.00 = 640 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 / 00 METHOD OF PAYMENT: tQ PROCESSING FEE OCASH XHECK 0 VISA ❑MC EXPIRES: $35.00 Card# / VIN: TOTAL PERMIT FEE DUE: O d Cyiat AUTHORIZED SIGNATURE: �� REVISED 8/26/05 Permit Center Spokane 11707 E Sprague Ave,Suite 106 ..Valley Spokane Valley,WA 99206 PERMIT NUMBER: (509)688-0036 FAX:(509)688-0037 Community Development www.spakanevallev.ore PERMIT FEE: Mechanical Permit Application ❑ Commercial [ Residential Xt SITE ADDRESS: Building Owner Name: Phone: Fax: Address: City: State: Zip: Contractor 4 '/ ) Name: / / Phone: Fax: Address: 6.. ---(o V'� (•/ City: State: Zip: License No: City Business Lic: Contact Name: Phone: DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 X $12.00 = 2 FUEL BURNING APPLIANCE More than 100,000 X $15.00 = 3 UNLISTED APPLIANCE(Additional Fee) Equal to or less than 400,000 X $50.00 = 4 UNLISTED APPLIANCE(Additional Fee) More than 400,000 X $100.00 = 5 USED APPLIANCE(WSEC min.AFUE rating) Equal to or less than 400,000 X $50.00 = 6 USED APPLIANCE(WSEC min.AFUE rating) More than 400,000 X $100.00 = 7 BOILER/REFRIGERATION 1-100M BTU X $12.00 = 8 BOILER/REFRIGERATION 101-500M BTU X $20.00 = 9 BOILER/REFRIGERATION 501-1,000M BTU X $25.00 = 10 BOILER/REFRIGERATION 1,001-1,750M BTU X $35.00 = 11 BOILER/REFRIGERATION More than 1,750M BTU X $60.00 = 12 GAS LOG,GAS INSERT,GAS FIREPLACE / X $10.00 = /O. 00 13 RANGE / X $10.00 = /Q•O d 14 DRYER ,/ X $10.00 = j0.. OO 15 FUEL BURNING WATER HEATER X $10.00 = 16 MISC.FUEL BURNING APPLIANCE X $10.00 = 17 GAS PIPING(each outlet) .1 X $1.00 = i'41-) 0 18 DUCT SYSTEMS I X $10.00 = /64,0 19 VENTILATING FANS 3 x $10.00 = .‘.5r9-O a 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 `_ _20.06 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 = METHODFPAYMENT: SUBTOTAL ! -Q ❑CASH CHECK ❑VISA ❑MC EXPIRES: PROCESSING FEE $35.00 CARD#: VIN:ilitiTOTAL PERMIT FEE DUE: p f� Z/ 7, Cf) AUTHORIZED SIGNATURE: ,•' / REVISED 8/26/05 r 41, of ' c d& r Q A-,4,--)-ke__ _ e,_.e..4.4._ cie,d+D 34'6"0 _ 24'0"0 ; L, 01 0 O r P1 - I 1 1(12) I E A1(6) - ` A21I11) > V I o a N V I V O T O0 IN II 1 11 I I 1 � I 1 f 00 00 ;:n O V STUBB 11/2" 1 L LUBELN ivy GAB 4/12 4/12 U TRUSS DIVISION I - : I MIKE HAMMER 10310 E.M%N4TGOMERY•SPOKANE•WA.•99206 P1-P1:509-924-2420•FM:509-924.533 CEL:509.342.175 i 13'6"0 —%. — — — 21'0"0 ,---,c 24'0"0 4_ — 13.6-0 — I 1 ,lJob , Truss Truss Type Qty Ply 1 10038 Al ROOF TRUSS 6 1 Job Reference(optional) Lumbermen's Building Centers,Spokane,WA 99206-4220,:) 6.400 s Sep 7 2006 MiTek Industries,Inc.Thu Feb 08 11:08:23 2007 Page 1 -2.0-0 2-0-0 0-0-0 7-5-2 7-5-2 6-7-6 14-0-8 6-7-6 20-7-14 7-3-10 27-11-8 Scale=1:50.. 4x7= 4 4.00 12 , 115.1.5x4 0 1.5x4 i 3:_._ _ T-----7 W02 W02 5 1�/ .�W0A W01, n 2 r. 01- , $: to 4x7= 9 8 7 4x7= 3x4= 3x6= 3x4= 0-0-0 9-7-9 9-7-9 8-9-13 18,5-7 9-6-1 27-11-8 Sq-Ck:27-11-8 Sq-Ck:27.11-E Plate Offsets(X,Y):[2:0-2-6.0-0-2],[7:0-1-12.0-1-8],[9:0-1-12.0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.77 Vert(LL) -0.25 6-7 >999 240 MT20 185/148 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.74 Vert(TL) -0.61 6-7 >542 180 TCDL 7.0 Rep Stress lncr YES WB 0.49 Horz(TL) 0.12 6 n/a n/a BCLL 0.0 Code IRC2003/TP12002 (Matrix) Weight: BCDL 10.0 951b LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E WEBS 2 X 4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(lb/size) 6 = 1297/0-2-0 2 = 1468/0-3-8 Max Horz 2 = 59(load case 7) Max Uplift 6 = -226(load case 6) 2 = -284(load case 5) Max Gray 6 = 1405(load case 3) 2 = 1640(load case 2) FORCES(Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/82 2-3 = -3179/511 3-4 = -2708/482 4-5 = -2729/498 5-6 = -3210/530 BOT CHORD 2-9 = -474/2901 8-9 = -278/1945 7-8 = -278/1945 6-7 = -467/2958 WEBS 3-9 = -798/115 4-9 = -176/1070 4-7 = -189/1111 5-7 = -815/121 NOTES 1)Wind:ASCE 7-02;90mph;h=20ft;TCDL=4.2psf;BCDL=6.0psf;Category II;Exp B;enclosed; MWFRS;cantilever left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 226 lb uplift at joint 6 and 284 lb uplift at joint 2. 9)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 1 Job Truss Truss Type Oty Ply i0038 A2 ROOF TRUSS 11 1 _ Job Reference(optional) Lumbermen's Building Centers,Spokane,WA 99206-4220,:) 6.400 s Sep 7 2006 MiTek Industries,Inc. Thu Feb 08 11:08:24 2007 Page 1 -2-p-02-0-00-0-0 7-5-2 7-5-2 6-7-6 14-,0-8 6-7-6 20-7-14 7-5-2 28-1-02-0-030,1-0 -, Scale=1:52.2 4x7= 5 4.00 12 SE 4x6 s / 4x6 W02 •. W02 \�� 6 1.5x4 II /' W01 W01 1.5x4 II ,:-.) 2 _alaiN� \ . V_ ea c ° 4X7= c 4x7= 14 13 12 11 10 3x6= 3x4= 3x6= 3x4= 3x6= 0-0-0 2-2-4 2-2-4 7-5-5 9-7-9 4-4-15 14;0-8 4-4-15 18,5-7 7-5-5 25-10-122-2-4 28,1-0 Sq-Ck:14-10-14 Sq-Ck:14-0-9 Plate Offsets(X,Y):[2:0-2-2,0-0-2],[8:0-2-2,0-0-2],[11:0-1-12,0-1-8],[13:0-1-12,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.17 13-14 >999 240 MT20 185/148 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.58 Vert(TL) -0.40 11-13 >768 180 TCDL 7.0 Rep Stress Ina YES WB 0.68 Horz(TL) 0.09 10 n/a n/a BCLL 0.0 Code IRC2003/TPI2002 (Matrix) Weight 114 lb BCDL 10.0 LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E WEBS 2 X 4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing:8-10. WEBS 1 Row at midpt 6-10 REACTIONS(lb/size) 10 = 1584/0-3-8 2 = 1349/0-3-8 Max Horz 2 = -53(load case 8) Max Uplift 10 = -305(load case 6) 2 = -270(load case 5) Max Gray 10 = 1774(load case 3) 2 = 1577(load case 2) FORCES(Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/82 2-3 = -3146/471 3-4 = -3091/487 4-5 = -2386/436 5-6 = -1957/365 6-7 = -181/1029 7-8 = -207/1023 8-9 = 0/81 BOT CHORD 2-14 = -443/2892 13-14 = -423/2688 12-13 = -229/1595 11-12 = -229/1595 10-11 = -283/1840 8-10 = -970/221 WEBS 4-13 = -783/113 5-13 = -174/1047 5-11 = -80/486 6-11 = -284/186 6-10 = -2822/502 4-14 = -130/267 7-10 = -429/63 3-14 = -114/81 NOTES 1)Wind:ASCE 7-02;90mph;h=20ft;TCDL=4.2psf;BCDL=6.0psf;Category II;Exp B;enclosed; MWFRS;cantilever left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality I assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 305 lb uplift at joint 10 and 270 lb uplift at joint 2. 8)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. i LOAD CASE(S) 1 Standard Job I Truss Truss Type Qty Ply 10038 AG1 ROOF TRUSS 1 1 ' Job Reference(optional) Lumbermen's Building Centers,Spokane,WA 99206-4220,:) 6.400 s Sep 7 2006 MiTek Industries,Inc. Thu Feb 08 11:08:24 2007 Page 1 -2-0-0 2-0-0 0-0-0 _ 14-0-8 14-0-8 13-11-0 27-11-8 Scale=1:50.0 4x4= 8 4.00 12 7 9 6 B 10 5 .1 11 S T01 S T02 ST02 �0z 12 S T03 ST 3 3 ST04 ST04 ,, 13 //-� S 705 S 705 �f06 S / 14 �n 2 r, M[1 �i l§ B01 @ N 9 o ® i B02 il 0 IY 3x6 25 24 23 22 21 20 19 18 17 16 15 3x4= 5x6= 0-0-0 27-11-8 27-11-8 Sq-Ck:27-11-8 Sq-Ck:27-11-€ Plate Offsets(X,Y):[2:0-3-14,0-1-8],[20:0-3-0,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.52 Vert(LL) -0.11 1 n/r 120 MT20 185/148 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.21 Vert(TL) -0.11 1 n/r 90 TCDL 7.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 14 n/a n/a BCLL 0.0 Code IRC2003/TPI2002 (Matrix) Weight:109 lb BCDL 10.0 LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E TOP CHORD OTHERS 2 X 4 DF Stud/Std 8-9 = -43/68 9-10 = -39/53 10-11 = -41/38 BRACING 11-12 = -36/30 12-13 = -58/14 13-14 = -69/66 TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 2-25 = 0/34 24-25 = 0/34 23-24 = 0/34 BOT CHORD 22-23 = 0/34 21-22 = 0/34 20-21 = 0/34 Rigid ceiling directly applied or 10-0-0 oc bracing. 19-20 = 0/34 18-19 = 0/34 17-18 = 0/34 16-17 = 0/34 15-16 = 0/34 14-15 = 0/34 REACTIONS(lb/size) WEBS 14 = 153/27-11-8 8-20 = -142/0 7-21 = -219/30 6-22 = -204/31 2 = 355/27-11-8 5-23 = -220/31 4-24 = -158/30 3-25 = -337/37 20 = 182/27-11-8 9-19 = -219/30 10-18 = -202/31 11-17 = -225/33 21 = 189/27-11-8 12-16 = -138/23 13-15 = -379/51 22 = 185/27-11-8 23 = 199/27-11-8 NOTES 24 = 141/27-11-8 1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(norma 25 = 307/27-11-8 to the face),see MiTek"Standard Gable End Detail" 19 = 189/27-11-8 2)TCLL:ASCE 7-02;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 18 = 183/27-11-8 3)Unbalanced snow loads have been considered for this design. 17 = 208/27-11-8 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof 16 = 108/27-11-8 load of 30.0 psf on overhangs non-concurrent with other live loads. 15 = 376/27-11-8 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Max Horz live loads. 2 = 59(load case 7) 6)All plates are 1.5x4 MT20 unless otherwise indicated. Max Uplift 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for 2 = -61(load case 5) quality assurance inspection. 21 = -6(load case 7) 8)Gable requires continuous bottom chord bearing. 22 = -8(load case 5) 9)Gable studs spaced at 2-0-0 oc. 23 = -3(load case 7) 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb 24 = -20(load case 5) uplift at joint 2,6 lb uplift at joint 21,8 lb uplift at joint 22,3 lb uplift at joint 23,20 lb uplift at joint 24 7 25 = -7(load case 9) lb uplift at joint 25,6 lb uplift at joint 19,8 lb uplift at joint 18,7 lb uplift at joint 17,4 lb uplift at joint'6 19 = -6(load case 8) and 15 lb uplift at joint 15. 18 = -8(load case 6) 11)This truss is designed in accordance with the 2003 International Residential Code sections 17 = -7(load case 8) R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16 = -4(load case 6) 15 = -15(load case 8) Max Gray LOAD CASE(S) 14 = 200(load case 3) Standard 2 = 483(load case 2) 20 = 182(load case 1) 21 = 259(load case 2) 22 = 243(load case 2) 23 = 262(load case 2) 24 = 190(load case 2) 25 = 398(load case 2) 19 = 260(load case 3) 18 = 240(load case 3) 17 = 275(load case 3) 16 = 142(load case 3) 15 = 496(load case 3) I FORCES(Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/81 2-3 = -80/56 3-4 = -52/31 4-5 = -36/40 5-6 = -40/50 6-7 = -39/60 • 7-8 = -42/69 Job Truss Truss Type Qty Ply 10038AG2 ROOF TRUSS 1 1 Job Reference(optional) Lumbennen's Building Centers,Spokane,WA 99206-4220,:) 6.400 s Sep 7 2006 MiTek Industries,Inc. Thu Feb 08 11:08:26 2007 Page 1 - -2-0-02-0-0 0-0-0 14-0-8 14-,0-8 14-0-8 28,1-02-0-030,1-0 Scale=1:52.2 4x4= 8 4.00 Fli79 11 5 ST01 12 q ST02 ST02 /7�s ST03 Si03 T� 13 3 -- 5704 ST04 w-- 8 05 S7d5 iS '6 S v2 2 .. -, 14 ,n .� �_, 15I,.; 01 �� 1�� Ir��v��v. c 3x6 3x6 26 25 24 23 22 21 20 19 18 17 16 5x6= 0-0-0 28-1-0 28,1-0 Sq-Ck:28-1-0 Sq-Ck:28-1-C Plate Offsets(X,V):[2:0-3-14,0-1-8],[14:0-3-14,0-1-8],[21:0-3-0,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.24 14-15 n/r 120 MT20 185/148 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.41 Vert(TL) -0.30 14-15 n/r 90 TCDL 7.0 Rep Stress Incr NO WB 0.35 Horz(TL) -0.04 16 n/a n/a BOLL 0.0 Code IRC2003/TPI2002 (Matrix) Weight:112 lb BCDL 10.0 LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E TOP CHORD OTHERS 2 X 4 OF Stud/Std 14-15 = 0/81 BRACING BOT CHORD TOP CHORD 2-26 = -1141/207 25-26 = -1141/207 24-25 = -1141/207 Structural wood sheathing directly applied or 10-0-0 oc puriins. 23-24 = -1141/207 22-23 = -1141/207 21-22 = -1141/207 BOT CHORD 20-21 = -1141/207 19-20 = -1141/207 18-19 = -1141/207 Rigid ceiling directly applied or 6-0-0 oc bracing. 17-18 = -1141/207 16-17 = -1141/207 14-16 = -1141/207 WEBS REACTIONS(Ib/size) 8-21 = -829/77 7-22 = -226/30 6-23 = -201/32 2 = 68/26-1-0 5-24 = -221/31 4-25 = -158/30 3-26 = -338/37 21 = 706/26-1-0 9-20 = -256/35 10-19 = -183/29 11-18 = -257/36 22 = 215/26-1-0 12-17 = -17/72 13-16 = -502/60 23 = 176/26-1-0 24 = 202/26-1-0 NOTES 25 = 141/26-1-0 1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(norma 26 = 313/26-1-0 to the face),see MiTek"Standard Gable End Detail" 20 = 218/26-1-0 2)TCLL:ASCE 7-02;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 19 = 162/26-1-0 3)Unbalanced snow loads have been considered for this design. 18 = 257/26-1-0 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof 17 = -78/26-1-0 load of 30.0 psf on overhangs non-concurrent with other live loads. 16 = 555/26-1-0 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Max Horz live loads. 2 = -53(load case 8) 6)All plates are 1.5x4 MT20 unless otherwise indicated. Max Uplift 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for 2 = -295(load case 3) quality assurance inspection. 21 = -53(load case 6) 8)Gable studs spaced at 2-0-0 oc. 22 = -6(load case 5) 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 295 lb 23 = -9(load case 7) uplift at joint 2,53 lb uplift at joint 21,6 lb uplift at joint 22,9 lb uplift at joint 23,3 lb uplift at joint 24 24 = -3(load case 5) 20 lb uplift at joint 25,11 lb uplift at joint 20,4 lb uplift at joint 19,14 lb uplift at joint 18,145 lb uplift at 25 = -20(load case 7) joint 17 and 30 lb uplift at joint 16. 20 = -11(load case 8) 10)Non Standard bearing condition. Review required. 19 = -4(load case 6) 11)This truss is designed in accordance with the 2003 International Residential Code sections 18 = -14(load case 6) R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 17 = -145(load case 9) 16 = -30(load case 6) Max Gray LOAD CASE(S) 2 = 406(load case 2) Standard 21 = 868(load case 3) 22 = 266(load case 2) 23 = 240(load case 2) 24 = 263(load case 2) 25 = 190(load case 2) 26 = 400(load case 2) 20 = 299(load case 3) 19 = 211(load case 3) 18 = 342(load case 3) 17 = 22(load case 6) 16 = 736(load case 3) FORCES(Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/81 2-3 = -161/1214 3-4 = -141/1204 4-5 = -130/1207 5-6 = -119/1206 6-7 = -108/1210 7-8 = -96/1202 8-9 = -98/1218 9-10 = -114/1240 10-11 = -128/1232 11-12 = -145/1247 12-13 = -154/1187 13-14 = -184/1281 •Job Truss Truss Type Qty Ply 10038 B1 ROOF TRUSS 12 1 I Job Reference(optional) Lumbermen's Building Centers,Spokane,WA 99206-4220,:) 6.400 s Sep 7 2006 MiTek Industries,Inc. Thu Feb 08 11:08:26 2007 Page 1 -2-0-0 2-0-0 0-0-0 6-11-14 6-11-14 6-2-2 13-2-0 6-2-2 19-4-2 6-11-14 26.4-0 2-0-0 28,4-0 Scale=1:49.4 4x7= 4 4.00 12 �'. 1.5x4 1.5x4 � W06 'W06 5 :�1 ''',W05 WOS-� j; 6 ow n 2 of r+�1 _n� � _ ani ��®� 7 I,i, ai® CI a 4x7= 10 9 8 4x7= 3x4= 3x6= 3x4= 0-0-0 9-0-9 9-0-9 8-2-13 17,3-7 9-0-9 26.4-0 Sq-Ck:13-11-13 Sq-Ck:13-2-1 Plate Offsets(X,Y):(2:0-1-14,0-0-2),(6:0-1-14,0-0-21 - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.63 Vert(LL) -0.19 8-10 >999 240 MT20 185/148 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.55 Vert(TL) -0.45 2-10 >702 180 TCDL 7.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.10 6 n/a n/a BCLL 0.0 Code IRC2003/TPI2002 (Matrix) Weight:92 lb BCDL 10.0 LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E WEBS 2 X 4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(lb/size) 6 = 1383/0-3-8 2 = 1383/0-3-8 Max Horz 2 = -51(load case 8) Max Uplift 6 = -270(load case 6) 2 = -270(load case 5) Max Gray 6 = 1553(load case 3) 2 = 1553(load case 2) FORCES(Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/82 2-3 = -2958/475 3-4 = -2513/448 4-5 = -2513/448 5-6 = -2958/475 6-7 = 0/82 BOT CHORD 2-10 = -432/2697 9-10 = -252/1807 8-9 = -252/1807 6-8 = -394/2697 WEBS 3-10 = -739/106 4-10 = -162/990 4-8 = -162/990 5-8 = -739/106 NOTES 1)Wind:ASCE 7-02;90mph;h=20ft;TCDL=4.2psf;BCDL=6.Opsf;Category II;Exp B;enclosed; MWFRS;cantilever left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 270 lb uplift at joint 6 and 270 lb uplift at joint 2. 8)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • Job !Truss Truss Type Qty Ply 10038 BG ROOF TRUSS 1 1 • Job Reference(optional) Lumbermen's Building Centers,Spokane,WA 99206-4220,:) 6.400 s Sep 7 2006 MiTek Industries,Inc. Thu Feb 08 11:08:27 2007 Page 1 -2-0-0 2-0-0 0-0-0 13-2-0 13-2-0 13-2-0 26-1-0 2-0-0 28.4-0 Scale=1:49.4 4x4= 8 4.001-12 7 —_ a-------. 9 �/ 10 ---_,-----[ 5 4 S i07 11 'i.. S 08 Si08 12 Si09 ST09 3 Si10 ST10 13 Si'1 Si11 -__, 2 tn i g B`3 8 B 5 0 0- 9 B03 E. ^ \Q 4 15; 3x6 26 25 24 23 22 21 20 19 18 17 16 3x6 5x6=- 0-0-0 0-0-0 26.4-0 26-4-0 Sq-Ck:13-11-13 Sq-Ck:13-2-1 Plate Offsets(X,Y):(2:0-3-14,0-1-8],(14:0-3-14,0-1-81(21:0-3-0,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.52 Vert(LL) -0.09 15 n/r 120 MT20 185/148 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.22 Vert(TL) -0.10 15 n/r 90 TCDL 7.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 14 n/a n/a BCLL 0.0 Code IRC2003/TPI2002 (Matrix) Weight:103 lb BCDL 10.0 LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E TOP CHORD OTHERS 2 X 4 DF Stud/Std 5-6 = -39/55 6-7 = -39/65 7-8 = -42/75 BRACING 8-9 = -42/73 9-10 = -39/59 10-11 = -39/43 TOP CHORD 11-12 = -38/28 12-13 = -42/23 13-14 = -69/38 Structural wood sheathing directly applied or 6-0-0 oc purlins. 14-15 = 0/81 BOT CHORD BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-26 = 0/44 25-26 = 0/44 24-25 = 0/44 23-24 = 0/44 22-23 = 0/44 21-22 = 0/44 REACTIONS(lb/size) 20-21 = 0/44 19-20 = 0/44 18-19 = 0/44 14 = 334/26-4-0 17-18 = 0/44 16-17 = 0/44 14-16 = 0/44 21 = 183/26-4-0 WEBS 22 = 188/26-4-0 8-21 = -143/0 7-22 = -219/31 6-23 = -206/32 23 = 188/26-4-0 5-24 = -211/30 4-25 = -196/34 3-26 = -249/33 24 = 189/26-4-0 9-20 = -219/30 10-19 = -206/32 11-18 = -211/30 25 = 182/26-4-0 12-17 = -196/34 13-16 = -249/33 26 = 213/264-0 20 = 188/26-4-0 NOTES 19 = 188/26-4-0 1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(norma 18 = 189/26-4-0 to the face),see MiTek"Standard Gable End Detail" 17 = 182/26-4-0 2)TCLL:ASCE 7-02;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 16 = 213/26-4-0 3)Unbalanced snow loads have been considered for this design. 2 = 334/26-4-0 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof Max Horz load of 30.0 psf on overhangs non-concurrent with other live loads. 2 = -51(load case 8) 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Max Uplift live loads. 14 = -73(load case 6) 6)All plates are 1.5x4 MT20 unless otherwise indicated. 22 = -6(load case 7) 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for 23 = -8(load case 5) quality assurance inspection. 24 = -3(load case 7) 8)Gable requires continuous bottom chord beating. 25 = -20(load case 5) 9)Gable studs spaced at 2-0-0 oc. 26 = -56(load case 9) 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 73 lb 20 = -6(load case 8) uplift at joint 14,6 lb uplift at joint 22,8 lb uplift at joint 23,3 lb uplift at joint 24,20 lb uplift at joint 25, 19 = -9(load case 6) 56 lb uplift at joint 26,6 lb uplift at joint 20,9 lb uplift at joint 19,3 lb uplift at joint 18,20 lb uplift at 18 = -3(load case 8) joint 17,56 lb uplift at joint 16 and 67 lb uplift at joint 2. 17 = -20(load case 6) 11)This truss is designed in accordance with the 2003 International Residential Code sections 16 = -56(load case 9) R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2 = -67(load case 5) Max Gray 14 = 457(load case 3) LOAD CASE(S) 21 = 183(load case 1) Standard 22 = 258(load case 2) 23 = 246(load case 2) 24 = 249(load case 2) 25 = 243(load case 2) 26 = 273(load case 2) 20 = 258(load case 3) 19 = 246(load case 3) 18 = 249(load case 3) 17 = 243(load case 3) 16 = 273(load case 3) 2 = 457(load case 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/81 2-3 = -69/38 3-4 = -42/37 4-5 = -38/46 ' ,job Truss Truss Type Qty Ply T0038GAB ROOF TRUSS 1 1 _ Job Reference(optional) Lumbermen's Building Centers,Spokane,WA 99206-4220,:) 6.400 a Sep 7 2006 MiTek Industries,Inc. Thu Feb 08 11:08:28 2007 Page 1 • 0-0-0 6-9-0 6-9-0 6-9-0 13,6-0 — — -- Scale=1:22.1 4x4= 4 4.00 12 1.5x4 II ---....__________1_,_.5x4 II 5 1.5x4 I 1.5x4 II T13 6 2 T 4 � T"• 101 11 / ST14 ST14 4 M ��i�i�i�i�i�i�i�i�i�i�i�i�i�i��i�i�i�i�i�i�i�i�i�i�T�i�i�i�i�i�i�i�i�i�i�e��i�i�i�i�i�i�i�i�i�i!��i�i�i�i�i�i�i�i�i�i��i�i�i�i�i�i�i�i�i�i�i�i�i�i�i• ♦•••••••••••••• 4 •••••••...4 •••••••••• c 44 ♦ 3x4= 1.5x4 II 1.5x4 H 1.5x4 II 1.5x4 II 1.5x4 II 3x4= 0-0-0 13-6-0 13-0-0 Sq-Ck:13-6-1 Sq-Ck:13-6-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud • PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.12 Vert(LL) n/a - n/a 999 MT20 185/148 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.06 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 7 n/a n/a BCLL 0.0 Code IRC2003/TPI2002 (Matrix) Weight:41 lb BCDL 10.0 LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800E 1.6E OTHERS 2 X 4 DF Stud/Std LOAD CASE(S) BRACING Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(lb/size) 1 = 108/13-6-0 7 = 108/13-6-0 10 = 195/13-6-0 11 = 159/13-6-0 12 = 270/13-6-0 9 = 159/13-6-0 8 = 270/13-6-0 Max Horz 1 = 18(load case 7) Max Uplift 11 = -7(load case 7) 12 = -10(load case 5) 9 = -7(load case 8) 8 = -10(load case 6) Max Gray 1 = 141(load case 2) 7 = 141(load case 3) 10 = 195(toad case 1) 11 = 222(load case 2) 12 = 353(load case 2) 9 = 222(load case 3) 8 = 353(load case 3) FORCES(Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2 = -51/42 2-3 = -46/24 3-4 = -42/33 4-5 = -42/31 5-6 = -46/20 6-7 = -51/42 BOT CHORD 1-12 = 0/16 11-12 = 0/16 10-11 = 0/16 9-10 = 0/16 8-9 = 0/16 7-8 = 0/16 WEBS 4-10 = -149/7 3-11 = -196/29 2-12 = -275/38 5-9 = -196/29 6-8 = -275/38 NOTES 1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 1 2)TCLL:ASCE 7-02;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 lb uplift at joint 11,10 lb uplift at joint 12,7 lb uplift at joint 9 and 10 lb uplift at joint 8. 9)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. `Job I Truss Truss Type Qty Ply 10038 IMG ROOF TRUSS 1 1 Job Reference(optional) Lumbermen's Building Centers,Spokane,WA 99206-4220,:) 6.400 s Sep 7 2006 MiTek Industries,Inc.Thu Feb 08 11:08:29 2I JW page 1 3 J -2-0-0 2-0-0 0-0-0 4-0-0 4-0-0 Scaler 1:9.9 II 4.00 EV01 A T05 2 B05 II 2x4= 1.5x4 I I 0-0-0 4-0-0 4-0-0 Sq-Ck:4-0-3 Sq-Ck:4-4-C LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.52 Vert(LL) -0.18 1 n/r 120 MT20 185/148 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.13 Vert(TL) -0.19 1 n/r 90 TCDL 7.0 Rep Stress Ina NO WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0 Code IRC2003/TPI2002 (Matrix) Weight:14 lb BCDL 10.0 LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E WEBS 2 X 4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 4 = 143/4-0-0 2 = 368/4-0-0 Max Horz 2 = 50(load case 5) Max Uplift 4 = -4(load case 9) 2 = -63(toad case 5) Max Gray 4 = 185(load case 2) 2 = 501(load case 2) FORCES(Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/81 2-3 = -82/34 3-4 = -146/43 BOT CHORD 2-4 = 0/0 NOTES 1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 2)TCLL:ASCE 7-02;Pf=30.0 psf(flat roof snow);Category It;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 lb uplift at joint 4 and 63 lb uplift at joint 2. 10)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard it - City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E.Sprague Avenue#105,Spokane Valley,Washington 99206-Tel 50g-63B-0035-Fax 509-6SS-0037 Following is a typical cross-section for a residential garage. It may not represent the proposed project If you are using this detail as a portion of your plan submittal,please complete the requested information in the boxes provided on both sides of this sheet This completed sheet,along with any additional information needs to be submit ed with your aplfica5on and be on site at the time of inspection. PROTECTION AND OPENINGS BETWEEN NOTE. DWELLINGS AND PRIVATE GARAGES SHALL HAVE: Diagonal wall bracing required on each comer and every 25 feet of wall. 1)MATERIALS APPROVED FOR ONE HOUR FIRE Walls within 3 feet of a property fine or RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: within S feet of a dwelling must be 1 hour - '518'TYPE'X'GYP BOARD(HABITABLE SPACE ABOVE) rated. (SIB'type X gypsum sheathing '112"GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEIUNG) on both sides of wall). Openings are not 2)OPENINGS BETWEEN GARAGE AND RESIDENCE permitted in these walls. Garages over SHALL BE EQUIPPED WITH SOLID WOOD DOOR,SOLID OR 3,000 sq.ft require protec5on when HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/3", closer than 20 feet to the property line. OR 20 MINUTE FIRE RATED DOORS. Parapets may be required. ALTERNATE FOUNDATION FOR ACCESSORY BUILDINGS FROM r: - • 400 SQ.FT.TO 3000 SQ.FT. RAFTER SIZE AND SPACING x @ O.C. SECTION A-A ROOFING MATERIAL '� 1/8" GAP RE;WEEN SHEATHING ROOFING PAPER Ir - ifil. ROOF (-s,ARR t.c.Mu a -rt C IffilSHEATHING ' • - DOUBLE TOP PLATE t l ----3-_ -------'-=--__ • P . r .• 01111111 soup�t(-p1 imp WALL HEIGHT• O i C' � !. ll1011l.' '' " BET�'mIEFNTR ES Ill�' %� �Iflll� Il Till "• . " 24"MIN. - • . .• •.' •: 1 WALL SHEATHING-� (2)�i REBAR ; 1---12"--1 16 /4 f \-2x/ @ /lam O.C. SIDING— • PRESSURE TREATED SOLE PLATE J 3-12'CONCRETE SLAB •4 .4 • • I •+:•• i'• 1 -T 1 • -IT= �ti. .•+ 6"MIN. •64=71IIIL.:4 (.• ; tfiE li r 'MIN. '1 ' n c ....._ w- . — =i!IlCill!1. • ,d:I 1— " �-. 'v ANCjE DR BOLTS illi', li',••t •.. .•' . i -1!' 24"MIN. 24 MIN. 6'mihr---- • • 12"x3"-MIN. I F.r• . • (7"INTO CONCRETE) :;I;I � '` �. • • 6'O.C.OR APPROVED - •11 I • I (2)#4 REBAR 5"x12' ANCHOR INSTALLED "' FOOTING PER MANUFACTURER. i . • FOUNDATION PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: ,::: q X c GARAGE OPENING AND HEADER SIZE lb / • INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. .vwJ3 hQ,cac.c u/..1 s • Pr a«.c to 1+ s Pio WIDTH -y 1 RIDGE L. 1--- ---t,-..... � �. - - - - - - - - - - -. — I 6/ ✓bot 1 ... - I ILANDING 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 I Igreater,and not lower than 1 V2 in.below threshold.Landing I 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 \9 I threshold provided the door does not swing over the landing. A A i . fr- _ {[ s�.swo t. �.�. _....... _� -�� - �� _ �-4- EEE I i !'C Lit" J E CONCRETE TO COMPLY T IRC TABLE 404.1.1(1) 1 I FOUNDATION WALLS - 00 -tic PSI SLABS, GARAGES, CAR OATS I &PORCHES-350 #PSI t ALL FOOTINGS MUST BE (13NTINUOIt • I I I L_ /XIeo v — J Please note that while every effort is made to assure the accuracy of the information contained in this brochure is not warranted for accuracy.This document is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investigation. For detailed information on a particular project, permit,or code requirement refer directly to applicable file and/or code/regulatory docurnea Eo on a t the appropriate division. DWELLING ANDTIO PRIVATE OPENINGS BETWEEN • GARAGE SHALL HAVE: l AMATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CdNS 1 RUCTION ON THE GARAGE SIDE: ----- - Min. 4 ft Brace Wall Panel per R602.10.3 &R602.10.4 �� H"TYPE°x�GYPBOAR{1(HA8ITABLESPACE ABOVE)OR - Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 ( � 1'`' `'' BOARD(RESIDENCE/ATTIC,FLOOR/CEILING) 2 ,iI'F rwrd,;;BIroir. ENGARAr;EANO RESIDENCESHALLBEMin. 16, 18 or 20 in. APA Portal Frame BracingEii� I'PiI•i !THIDWUi)O li00R,SOLIDOR HONEYCOMBCOREEngineered Shear Wall Bracing poi SUOURSESS THAN 1 3/8',OR 20 MINUTE FIRE RATEO 3P ThAle-tx, 4--z_L_ To f-)(13.7--) to 41-L /. 2 id- &77,71-12. t -foc t cTo L b 7-6 A/etc) 1 e-e&fia, m 6 E Epox4c)> Co " 0)8 ex k57--/ n 1 s 2E 04r 0 , 4 " / " • PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS SFamne REVIEWED FOR CODE CO PLIANCE SPOKANE VALLEY 8 -ILDINc• DIVISION . 1 it I 1 i 1 iii-1;Z 4,1( � � ; 41 - 2i'/' J / i , F t._ +- -I- i i° 1 , 4 I + ,ii o +� 1 t " ii ++ + i 4-' n1 r 'Ug0/ i , SME ' -la"76 0 tv4P'Gt :1 IN*° .ot PN iz t " , 1 1 fi_ :Ao:iir:vii till � 0,c,N1-..ttit, c15.� ! ¢ 900 gal Sept ac `� 1 _ _ �_I _ i Avh T9. Or rna I ,G�‘o� E8 $43 4 [ R 4 n 7 zlo FN F/r` )_3 PLANNING DEPT. APPROVED - ko Le BY. _ ' eil ., # 4,,,44k •sa(7./ 1 6 DATE: /� I 5 HAZ'Pr L C f 7 J 8/4 Vc- /r-a d A- ///..s. IZ ''° /9044 Plc Z 4 4,117 r/Ct it)t) Pici,, ei,1 Je --) ere i-le •-.S cc, 4' / '' Z C% ' , 1 :4,.ec_e_� ySia , 27 -7 _