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Home My WebLink About2006, 04-19 Permit App: 06001147 ResidenceProject Number: 06001147 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 4/19/2006 Page 1 of 3 Project Information: Permit Use: SINGLE FAMILY RESIDENCE, GAS HEAT W/ SEWER Setbacks: Front Site Information: Plat Key: twennowstssaw Contact: VIKING CONSTRUCTION, INC Address: 2605 W HAYDEN C - S - Z: HAYDEN LAKE, ID 83835 Left: Right: Rear: Phone: (208) 762 -9106 Group Name: Project Name: Name: Hidden Valley District: East Parcel Number: 55073.2008 SiteAddress: 1714 N ARC RD Location:: CSV Zoning: UR -3.5 Water District: Block: Lot: Urban Residential 3.5 Owner: Name: VIKING CONSTRUCTION, INC Address: 2605 W HAYDEN HAYDEN LAKE, ID 83835 Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Rlea IGu Driveway /Approach Originally Released: 4/11/2006 By: amblake Originally Released: 4/10/2006 By: amblake Landuse /Zoning/HE Conditions Fe Sewer Review Originally Released: 4/10/2006 By: Mharnois Originally Released: 4/11/2006 By: amblake Permits: Operator: AMB Printed By: AMB Print Date: 4/19/2006 Project Number: 06001147 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Approach Contractor: VIKING CONSTRUCTION Firm: VIKING CONSTRUCTION Address: 2605 W. HAYDEN AVE Phone: (208) 762 -9106 HAYDEN, ID 83835 Date: 4/19/2006 Page 2 of 3 Item Description APPROACH -CONST IN ROW Contractor: VIKING CONSTRUCTION Address: 2605 W. HAYDEN AVE HAYDEN, ID 83835 Description Grp Type Notes 1&2 FAMILY R -3 VB BASEMENT F R -3 VB BASEMENT U R -3 VB GARAGE U -1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Contractor: AIR DESIGN INC Address: 1807 E FRANCIS AVE SPOKANE, WA 99207 Item Description GAS WATER HEATER GAS APPLIANCE <= 100,000BTU GAS PIPING VENTILATING FANS RANGE HOOD -TYPE II Units Unit Desc Fee Amount 1 NUMBER OF $50.00 Permit Total Fees: Building Permit $50.00 Firm: VIKING CONSTRUCTION Phone: (208) 762-9106 This Application: Total Project: Sp Ft Valuation Sp Ft Valuation 1,167 $100,793.79 1,167 $100,793.79 16 $320.00 16 $320.00 633 $9,495.00 633 $9,495.00 748 $14,212.00 748 $14,212.00 Totals: 2,564 $124,820.79 2,564 $124,820.79 Units 1 1 1 Unit Desc SELECT SELECT SELECT Permit Total Fees: Mechanical Permit Units 1 1 3 4 1 1 Operator: AMB Printed By: AMB Fee Amount $1,133.75 $4.50 $453.50 $1,591.75 Firm: AIR DESIGN INC Phone: (509) 487 -4328 Unit Desc NUMBER OF NUMBER OF # OF UNITS NUMBER OF NUMBER OF NUMBER OF Permit Total Fees: Print Date: Fee Amount $10.00 $12.00 $3.00 $40.00 $10.00 $10.00 $85.00 4/19/2006 Project Number: 06001147 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 4/19/2006 Notes: w, x ,F.. �. e...�.... Payment Summary: Permit Type Approach Building Permit Mechanical Permit MTINSEMSZEMEMIVAREUMMIZIMMENA Fee Amount $50.00 $1,591.75 $85.00 Invoice Amount $50.00 $1,591.75 $85.00 $1,726.75 $1,726.75 Amount Paid $0.00 $0.00 $0.00 Amount Owing $50.00 $1,591.75 $85.00 $0.00 $1,726.75 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: AMB Printed By: AMB Print Date: 4/19/2006 Project Number: 06001147 Inv: 1 Application Date: 4/3/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: SINGLE FAMILY RESIDENCE, GAS HEAT W/ SEWER Setbacks: Front Site Information: Plat Key: Left: Right: Rear: Name: Hidden Valley Contact: Address: C - S - Z: Phone: Group Name: Project Name: VIKING CONSTRUCTION, INC 2605 W HAYDEN HAYDEN LAKE, ID 83835 (208) 762 -9106 District: East Parcel Number: 55073.2008 SiteAddress: 1714 N ARC RD Location:: CSV Zoning: UR -3.5 Water District: Block: Urban Residential 3.5 Area: .00 Acres Width: 0 Lot: Owner: Name: Address: VIKING CONSTRUCTION, INC 2605 W HAYDEN HAYDEN LAKE, ID 83835 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review REGOVED r 2,1 Driveway /Approach SP FzA t St ;`.�ry1E�T cOM �N1rt DEVELOP Landuse /Zoning/HE Conditions Sewer Review Permits: Release Operator: AMB Printed By: AMB Print Date: 4/3/2006 Project Number: 06001147 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Approach Date: 4/3/2006 Page 2 of 2 Contractor: VIKING CONSTRUCTION Firm: VIKING CONSTRUCTION Address: 2605 W. HAYDEN AVE Phone: (208) 762 -9106 HAYDEN, ID 83835 Building Permit Contractor: VIKING CONSTRUCTION Firm: VIKING CONSTRUCTION Address: 2605 W. HAYDEN AVE Phone: (208) 762 -9106 HAYDEN, ID 83835 Contractor: AIR DESIGN INC Address: 1807 E FRANCIS AVE SPOKANE, WA 99207 Notes: Payment Summary: Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Mechanical Permit Firm: AIR DESIGN INC Phone: (509) 487 -4328 Signature: Operator: AMB Printed By: AMB Print Date: 4/3/2006 \'hHev Center �JOt: '• -_i'; r-;,-s :92 ,153:716SS-0035 AX: 503 Recidentia! Cnnstn ction a v a: Permit .- pplICatiort ECECIWE APR 0 3 ?006 0� • LiC tr LiJCi UCCLVS PERMIT - `y A _ Tli C=L . (Ji 1' nif.F5 Addition/Remodel Z Deck Other: SITE ADDRESS f 14 N nrc_ Vci [ „cam aFts p 5I5 13. aco T ECAL D SC `-P 1 ICN: B aiiclin 2 owner Name: Address: NOS it . t ieQt i 1� City: Oil ► OU\ Zip: S Phone:M_Da - Q I Di) Fax -11 a-- L C f-% Co> .tact: Per'sanL Name: Phone: Describe the scope of work in detail: lV iketfat re Contractor. _,. Name:l Address: City: Zip: Phone: Fax: Lic No: VI V.- 11,aq.2c., 61E7. Date: City Business Lic No: Cost of Project: * * * * * * * * * * * ** *The following A JST be corn HEIGHT TO PEAK: Z” MAIN FLOOR TO SQ. FTG: // `7 FINISHED BASEMENT SQ. FTG: 16 # OF BED OOMS: fete: (write N/A if not applicable ) * * * * * * * * * * * * * * * * * * * * ** 2 "" FLOOR SQ. FTG: r-- GARAGE SQ. FTG: £i911 oc� CONSTRUCTION TYPE: # OF STORIES: Tr; —Lever( UNFIN BASEMENT SQ. FTG: K. DECK/GOV. PATIO SQ. FTG: TOTAL HABITAB E SPACE: IMPERVIOUS SURFACE AREA: 2 0105 30% SLOPES ON PROPERTY: 1`/c' HEAT SOURCE' SEINER OR SEPTIC? DISCLAIMER The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on e 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, stPte or g IpC I laws, C dec or ordinances. �) P!an5 „r additional information may be required to be submitted, , anJ subsequently approved before this application can be processed. rfettco .`'r Payment: ("Faxso permit applications will only be accepted with major benkcero) J Cash J Check ❑ I astercard i i VISA Bankcare r: Expires: Authorized Signature: _ LJ Other r1i'if & O ane v L, 1170 _ Sp 7-=6u_ Ave Sujra 106 ! Spokane Vatiy WA 99206 sng.97 i . 0..DD b Fax_ 5O9. , 1.1Q_!S L ` tAth_I I.` :nnt-.7,,= ;at! Res.dentizil Plan Submittal Minimums Com i ete d Building t.\/,- -cha l ta a l ,; ' t ' = ;lVi with: R lv ( I .... c _ � ~d P" _ 'F Number and /or Legal Description, description of mod:, 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 S 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 wail 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 X 22" X 30" attic access location 30" ' 8't X• crawl space access: One -hour separation detail: between house and garage Floor framing details: Joist type, size, spacing and installation details g Roof framing plan and details isf Furnace and hot water heater location. gr All header locations: type, size, and connections Foundation plan g insulation infOrr t? lion SOO ne community Development Permit Center 11707 E Sprague Ave. Suite 106 Spokane Valley, WA 99206 (509)6SS -0036 FAX: (i09)69C Q0;7 www.spokanevallev.org Approach Permit Application. START DATE .EP.MIT Y MBER: PERMIT FEE. ANTICIPATED COMPLETION DATE Building Owner: Contractor Name: Y tY in A Name: yti j Address: A. iii &T , a ' X _ Address: City: t 4,. 'v1 State: Zip: b3b:) City: State: Zip: Phone: )0b-16,;3._ GItot..0 Fax: kr>— iloc`Ut91 Phone: Fax: Contact Person Contractor Lic No: Exp Date: YtK tmClc,�j Name: City Business Lic. No: Phone: %''y.1ia- -slam( /, PROJECT DESCRIPTION (Provide site sketch) Residential Driveway Existing Curb & Gutter Culvert Installation Other- Conditions Commercial/Industrial Driveway Rural Road Section Sidewalk Repair /Construction Bond /Insurance certification must be on file with the city. DISCLATh ER 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 additional information may be required to be submitted, and subsequently approved before this application can be processed. Signature Date 34#.42 (31b(o Method of Payment.: ❑Cash 1=1 Check ❑ Mastercard ❑ VISA VIN g: Expires: � ' TTti\ r: uthorized Signature: REVISED 3t9 /0E Spokane 1_ Valley Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688 -0036 FAX: (509)688 -0037 www.spokanevalley.oro.com Mechanical Permit Application ❑ Commercial i Residential PERMIT NUMBER: PERMIT FEE: SITE ADDRESS n `4 Building owner Name: �i 1 Y 5; XY, -! _l�Ct�t_i�lCr1 ��.{Z(� Phone: '., i � fl- �: Fax �',.-- fit' �( 1 }-� Address ,�-�( ` -) . 1 C rc, ,' 1.1 !'� f' City C' Cl State T /'\t Zip - 'ic;::;e\. Contractor Name: [�U- t 1p,ire Phone: Fax: Address: City State Zip License No City Business License No: 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 8100.00 5 6 USED APPLIANCE (WSEC min. AFUE rating) USED APPLIANCE (WSEC min. AFUE rating) Equal to or less than 400,000 X $50.00 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 10 BOILER/REFRIGERATION 501 - 1,000M BTU 1,001 - 1,750M BTU X $25.00 11 BOILER/REFRIGERATION More than 1,750M BTU X X $35.00 $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 19 VENTILATING FANS X X $10.00 $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 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 29 AIR CONDITIONER 30 -50 TON More than 50 TON X X $35.00 $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 819.00 37 INCINERATOR - COMMERCIAL X $22.00 METHOD OF PAYMENT: ❑CASH ❑ CHECK ❑ VISA ❑ MC CARD #: AUTHORIZED SIGNATURE: DATE: EXPIRES: SUBTOTAL PROCESSING FEE 835.00 TOTAL PERMIT FEE DUE: REVISED 8/26/05 Sfolc 11707 E ST:razue Ave, SDG4:2.1-e' -L %} S ..?:_'C5 Re Jdentf a! Construction Permit Application VN! crf Cons -.-.r Fence. j� G�.t t JLL�CL ULLtvu o Additioa'Remodel Other: Lt C SITE ADDRESS in b, P. PPIE. c(.P cn CFI 1\7( -- LEGAL DESCK 'TICN. l k.6c L11t L 3 Building owner Name: Address: City: Phone: Zip: Fax: Co»talc �ersan ,. Name: Phone: Describe the scope of work in detail: Corr tra cto r. Name: Address: City: Zip: Phone: Fax: Lic No: Exp. Date: City Business Lic No: Cost of Project: * * * * * * * * * * * ** *The followinO MUST be coat HEIGHT TO PEAK: Z" MAIN FLOOR TO SQ. FTG: ( 6g FINISHED BASEMENT SQ. FTG: /6 # OF BEDROOMS: fete: (write N/A if not applicable ) * * * * * * * * * * * * * * * * * * * * ** DIMENSIONS: 51' X '17' 2' FLOOR SQ. FTG: GARAGE . 7 S SOURCE HEAT CONSTRUCTION TYPE: SO;. ---- 1 gas rce.re # OF STORIES: TOTAL HABITABLE SPACE: Tr' — - e- I 66 V UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AP.EA:_z_gro---°` 3Q5 30% SLOPES ON PROPERTY: JvD SEWER OR SEPTIC? 633 DECK/COV. PATIO SQ. FTG: 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) Pans or additional informatio n may be requir.ed to be submitted, and subsequently approved before this application can be processed. Ufa : / cfl Jf Payment: (F xeJ pvrmfr apDiicaticns will only be accerr-z& with major ✓anhcerll) Li Cash 111 Check ❑ Mastercard i ViS.A Bankcerd =. Expires; \/Ih!#: Authorized Signature: E v'UEu 5:2572,5:5 11-1 Other 1707 E Sprague !-•.ve S rj:e 106 E Spokane Valley WA 9 206 sn9.97 i . i O.JD % =ax_ 5Qa. q71. i O In L ` 1,rh211 ` cnok.tn_ / 1 • °')'•orb Residential Plan Submittal Minimums Completed Building ex lR •r I ch Cn kira VL';L . n l..0 r^ _ ad d r . J. Number and /or Legal Description, description of work, owner and contractor information, t i cation, sitg`i tatui e, 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 X' 22" X 30" attic access location 3&'X)."crawi space access: One -hour separation detail: between house and garage jar Floor framing details: Joist type, size, spacing and installation details g Roof framing plan and details tf Furnace and hot water heater location. g( Alf header locations: type, size, and connections Foundation plan r g insulation infor t Cation S1E P L \ W' SCALE: 1"= 20'- 0" LOT 8 BLOCK 1 HIDDEN VALLEY 2ND ADDITION SPOKANE VALLEY. WA 65.00' PROPERTY LINE LOT AREA 9471 Sq. Ft. UNDER GROUND POWER 0" CONC. PORCIIAND SIDEWALK 10' UTILITY EASEMENT _ PROPERTY LINE This site plan is being submitted for the purpose of obtaining a building permit and is a true and correct representaion of the propsal. All known property line /dimensions, curb lines, structures and easements have been identified. Also indicated are wetlands, bodies of water, steep slopes or other critical areas. signed: Josh Goodson Date: 3 -3 1 -06 WATER 13' BORDER EASEMENT .J "ARC RD SWALE CURB CROWN OF STREET RIGSBY EAGLE 11'0"0 23'6"0 HANGERS: 1 L024 (10) X H2.5 (86) 66" PLATE DIFFERENCE 19'6"0 E1 N N2 C ( 9 z FS2 FS1 ‹c'S4 FIRE GABLE 1 1 1 1 13.0"0 A3 A2 1 \Ai LL uJ u. 1.0 In .3. 111 111 j 11 11. 11. U. 22'0"0 N Iu ri IU CUSTOMER: MODEL: JOB # : FS2 JOB ADDRESS: DEVELOPMENT: LOT / BLK : W.O. : FS1 STICK FRAME OVER BAY VIKING CONSTRUCT' EAGLE HIP GARAGE 2264 17405 E. KNOX AVE. HIDDEN VALLEY 22/1 7451 I2264 EAGLE Lun:bermen`s bulldtnjZenlers,10315 onlgomery, Spokane, WA- 9921)1'220 LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E HOT CHORD 2 X 4 HE 1000F 1.0E WEBS 2 X 4 DP Stud /Std -1- 4-0 .0.0 1-4-0 5 -9 -4 7451 REACTIONS Brg Location 2 0-0-0 0 22 -0 -0 MAX Gravity 2 1706 (2) 6 1706 (3) 5-9-4 Gravity 1709 1700 Uplift Size -148 0-5 -8 - 148 0.6.8 Req'd Herz 0-2-4 -93 0-2-4 0 MAX Uplift MAX Horizontal 2 -148 (7) 2 -93 (0) 6 -148 (8) 5-2-12 11 -0-0 5-2-12 FORCES (Rd- Maximum Compression/Maximum Tension TOP CHORD 1 -2 • 0/102 2-3 = - 2423/142 -4 • - 2089/179 -5 •- 2059/175 5 -8 • - 2423/140 -7 • 0/102 BOT CHORD 2 -10 =- 140/1988.10 =- 35/12238 -9 =- 35/12239-8 =- 47/1987 WEBS 3-10 = -735/141 4-10 =- 78/10264 -8 =- 78/10265 -8 =- 735/142 16-2-12 5 -9-4 A.TRE, Plies: 1, Qty: 4 6.200s MITe) Iridusldea: (ric. Wednesday September 07 09 :52:20 2005 Page 22 -0-0 23-4 -0 -UJ 4x0 = 4 0 -0-0 7 -0 -11 3x4 7 -0-11 7 -10 -10 3x6 = WMBERMENS 10310 E. MONTGOMERY SPOKANE, WA 99206 PHN: 509 - 924 -2420 FAX: 509- 924 -2583 BUS: 800 -486 -9617 3x4 = 7 -0-11 22 -0-0 PLATES MT20 GRIP 185/140 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc pudlns. BOT CFIORO Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7 -98; 90mph; 11=2511; TCOL =4.Spst BCDL =4.2ps1; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever 611 and right exposed ; end verllcal left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) TCLL: ASCE 7 -98; Pf =40.0 psi (flat roof snow), liep 8; Fully Exp. 3) Unbalanced snow bads have been considered for this design. 4) This buss has been designed for greater of min roof live load of 100 psf or 2.00 times Bat roof bad o14110 psf on overhangs non-concurrent with other live loads. 5) Thls truss has been designed for a 10.0 psi bottom chord live load rwnconcurrent with any other live loads. 6) Provide mechanical connection )bp others) of truss to hearing plain capable of withstanding 148 Ib uplift at Joint 2 and 148 Ib uplift at )obi 6. 7) This truss Is designed In accordance with the 2003 International Residential Code sections 1502,11.1 and 1002.10.2 end reforenced standard ANSI /TPI 1, LOAD CASE(8) Standard LOADING (psf) TCLL +TCDL 40.0+ 8.0= 48.0 BCLL +BCDL 0.0+ 10.0=-10.0 TOTAL • 58.0 Code: IRC2003/TP12002 SPACING: 2-0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr: YES Deflection Criteria: IJ240 TC BC Web Max CSI: 0.60 0.43 0.45 Weight: 04 Ib Dale: 07 September 2005 Scale: 1:39.9 Check by. 1 #2264 ,EAGLE I.umbennen's Building Zenlers, 10311onlgomery, Spokane, WA 99206 -4220 LUMBER TOP CI IORD 2 X 4 HF 1000F 1.0E DOT CFIORD 2 X 4 HF 1000F 1.0E WEBS 2 X 4 DP Slud/Sld WEDGE left: 2 X 6 07 1000F 1.6E 11101: 2 X 6 DF 1000F 1.0E -1-4-0 0 -04) 1-4-0 6.00 12 It� � 1 5x0 = 7x0 = 0 -0-0 5 -0 -12 5-6-12 7451 REACTIONS 8rg Location Gravity Uplift 2 0-0-0 3044 -297 7 22 -0-0 3044 -297 MAX Gravity MAX Uplift 2 3044 (2) 2 -297 7 3044 (3) 7 -297 5�1f1 -6 11.113 -0.13 5x12 MT1011= Size 0 -5 -8 0-5-8 Req'd Horz 0-4-0 -55 0-4-0 0 MAX Horizontal (7) (8) 2 -55 (8) 8.0.9 1.5x4 II 3-10-15 12-11-7 3x8 = 5 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 • 0/103 2 -3 • - 5419/805 -4 =- 5717/699.14 = - 5717/608 5 -14 = - 5717/898 -8 = - 4637/556 -7 = - 54207609 -8 = 0/103 BOT CHORD 2 -13 = -518/ 46933 -15 =- 522/46822 -15 =- 522/46822 -16 =- 651/5717 11 -18 =- 651 /57170.11 =- 651/571710.17 =- 651/5718 -17 =- 651/5717 7 -9 =- 495/4893 ,WEBS 3 -13 =0/281 3-12 =- 225/17711-12 =- 922/1875.12 =- 113/113 5-10 =0/193 5-9 =- 1816/236-9 =- 60/1291 3-0-13 19654 5x12 MT18H= 5-6-12 22 -0.0I� 23 -0.0 13 1.5x4 11 5-6 -12 3-5-13 12 11 10 5x9 = 5x12 MT18H WE 1.5x4 II 9-0-9 3.10.15 3-5-13 9 4x4 = 16 -5-4 5.0.12 LUMBERMENS 10310 E. MONTGOMERY SPOKANE WA 99206 PHN: 509- 924 -2420 FAX: 509 -924 -2583 BUS': 800 - 486 -9617 A1.TRE, Pltes: 1, Qty. :1 6.200 s MiTek- Tdusbles,lnCTlednesdaySeplember 01 09:5228 2005 Page 09 M PLATES MT20 MT 10/1 GRIP 185/148 105/140 BRACING TOP CHORD Structural wood sheathing directly applied or 1 -11 -14 or, pudins. 60T CHORD Rigid ceiling directly applied or 9-2 -0 oc bracing NOTES 1) Wind: ASCE 7 -98; 90mph; h =2511; TCDL =4. Epsl; BCUL- 4.2ps1; Category II; Exp B; enclosed; MW -RS gable and ronn; cantilever loft end right exposed ; end vorllcnl loft reel right exposed; Lrnnber DOL =1,33 pinto grip DOL •1.33. 2) TCLL: ASCE 7 -91 /; Pf=40.0 psi (gat roof slow); Exp f1; Fully Exp. 3) Unbalanced snow bads have been considered for this design. 4) Thls tru53 hos been designed for 1(100 /01 of 1010 roof live leer / of 10.0 psi or 2.00 times flop roof loud o140.0 psf on overhangs non - concurrent with other live lends. 5) Provide edequnle drain/tan to prevent wider pending. 6) This truss has been designed for a 10.0 psf bol10,n chord live load nonconcurrenl with any oilier live loads. 7) All plates are MT20 plates unless otherwise Indtcnlerl. 8) The following Joint(s) require plate Inspection per the Tooth Count Method when Ihls truss Is chosen for quality assurance Inspection: 3 and 9) Provide meclinnicnl connection (by others) (1111033 10 bnnrirg pinto capable of withstanding 207 Ib uplift al joint 2 and 297 Ib uplift 01 joint 7. lorhis truss Is designed In accordance with Iho 2003 irdernnllonM Residential Code sections /4502.11.1 and /1002.10.2 and roloroncnd standard ANSIITPI 1. 11 Girder carries hip end with 8 -0.0 end setback. 1211anger(s) or other connection device(s) shall be provided sufficient 10 support concentrated load(s) 432 Ib down and 13018 up at 16 -3 -0, and 432 Ib down and 1301b up at 5 -8 -8 on lop chord 110 design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard/) Snow: Lumber Increase =1.15, Plate Increase =1.15 Uniform loads (pll) Vert: 1- 3 = -98, 3- 6 == -101, 60 = -96, 2- 7 =- 38(F= -10) Concentrated Loads (lb) Vert: 3= -432 6= -432 22 -0-0 LOADING (psf) TCLL +TCDL - 40.0+ 8.0 =48.0 BCLL + BCDL 0.0 + 10.0= 10.0 TOTAL = 58.0 Code: IRC2003/TPI2002 SPACING: 2 -0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress !nor NO Deflection Criteria: L/240 TO BC Web Max CSI: 0.90 0.94 0.78 Weight: 92 Ib Dale: 07 September 2005 Scale: 1:41.3 Check by: J:t #2264, EAGLE Lumbernlen's Odlding- Genlers, 10310 Eliontgomery, Spokane, WA 99206 -4220 LUMBER TOP CHORD 2 X 4 HP 1000F 1.0E 00T CHORD 2 X 4 HP 1800)' 1.0E WEBS 2 X 4 DP Stud/Std -1-4. 1 .4-0 -0-0 4 -0-6 4-0-6 7451 REACTIONS Brg Location 2 0.0 -0 8 22.0-0 MAX Gravity 2 1892 (2) 8 1892 (3) 3-6-6 Gravity Uplift 1802 -120 1802 -128 Size Req'd Herz 0-5.8 0.2.6 .09 0.5.6 0.2.8 0 MAX Uplift MAX Horizontal 2 -128 (7) 2 -89 (8) 8 -128 (8) 7-63T-411/-1 z 1.11 3-0-5 FORCES (Ib) • Maximum Compresslon/Maxlnwm Tension TOP CHORD 1-2 •0/103 2.3 • - 2807/124.4 • - 2400/84 4 -5 • - 2007/00 5 -0 • - 2087/0004 • - 2400/84 7.8 • - 2807/124i -0 • 0/103 BOT CHORD 2.12 •- 107 /2435 1.12 = - 57/212710.11• - 57/21278 -10 •- 42/2435 WEBS 3 -12 • - 400/1154 -12 = 0/518 5-12 • - 573/73 5 -10 • - 573/73 6-10 • 0/518 7 -10 • - 400/115 11.0-0 11,4.4)-1,1 4 -5 -4 3.6 -6 3.0.5 17.11 -10 4-0-6 22-01 23-4-0 -UJ 4x9 = 3x4 = 4x9 = 0 -0-0 74-12 7.8 -12 6 -10 -8 LLIMBERMENS 10310 E. MONTGOMERY .SPOKANE, WA 99205 PNN: 509- 924 -2420 FAX: 509 -924 -2583 BUS: 800 - 405 -9517 14 -5-4 7-6-12 A2.TRE, Plies: 1, Qty :1 8100 s MITek -) n�duoVles, n c. Wednesday Seplernbei 07 09:52:29 2005 Page PLATES MT20 0)11P 185/140 BRACING TOP CHORD Structural wood sheathing directly applied or 4.1 -8 oc purllns. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE 748; 00mph; 11.2511; TCOL•4,8psf; BCOL•4,2pn1; Category II; Exp 0; enclosed; M WFRS gable end zo110; canlllover 108 and right exposed ; end vertical left and right exposed; Lumbar OOL =1.33 pieta grip 001.1.33. 2) TCLL: ASCE 7-98; Pf=40.0 psf (flat roof snow); Exp 0; Fully Exp. 3) Unbalanced snow bads have been considered for this design. 4) This truss has been designed for greater of non root live bad of 100 psf or 2.00 lime, flat roof load or 40.0 psf on overhangs non- concurrent with other live bads. 5) Provide adequate drainage to prevent wafer pending. 6) This truss has been designed for a 10.0 psi bottom chord live load rrorrconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 Ib uplift at )olnf 2 and 128 lb uplift at joint 8. 8) Thls truss Is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R002.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 22 -0-0 LOADING (psi) TCLL +TCDL 40.0+ 8.0 =48.0 BCLL + BCDL• 0.0 + 10.0. 10.0 TOTAL • 58.0 Code: IRC2003/TP12002 SPACING: 2.0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr: YES Deflection Criteria: L/240 TC BC Web Max CSI: 0.37 0.42 0.27 Weight: 91 Ib Date: 07 September 2005 Scale: 1:41.3 Check by: J:1 Lumbermen's Oulidlnp Co ,)o,o,10310 C, Montgomery, Spolwne, WA 00200 -4220 I.UMBER OP CHORD 2 X 4 HE 16007 1.0E /SOT CHORD 2 X 4 H7 1600F 1.0E WEBS 2 X 4 DF Sluti/Std -1-4 -0 0.0 -0 1-4-0 L 4-0-6 4-0-6 7451 REACTIONS Brg Location Gravity Uplift 51ze Rerjd Horz 2 0-0-0 1968 - 170 0.54 0-2-10 -86 10 22 -0 -0 1988 - 170 0-5 -0 0-2-10 0 MAX Gravity MAX Uplift MAX Horizontal 2 1988 (2) 2 -170 7) 2 -66 (5) 10 1988 (3) 10 -170 (8) FORCES (lb) • Maximum Compression/Maximum Tension TOP CHORD 1-2 • 0/102 2-3 • -3075/206-4 • - 2044/172.5 • -19810 4-15 • - 2313/228 -15 • •2313/226 -16 • - 2313/227.10 • - 2313/221 7 -8 • •198/0 7.9 • -2844/170-10 • - 3075/2080 -11 • 0/102 BOT CHORD 2.14 • •178/2584 3.14• -125/ 22982 -13• •125/22000.12•- 112/2584 WEBS 3-14 • - 299(1804 -14 • - 17/698 8.14 • - 801/1498 -12 • - 001/149 7 -12 • - 18/896 9-12 = - 299/180 3-6-6 7-6.12 24.15 9-111:101y - 01-001 -0 5 2-4-15 145-4 3 -6-6 17.11.10 4-0 -6 22 -0-0 . 23-4 -0 5 0 A3.TRE, Pllas: 1, Qty: 1 0.200 e MITek Industries, Inca Wednesday September 07 00:52:31 20115 Pogo 0-0-0 7-6-12 7 -6.12 6-10-8 14.5 -4 r 7 -6.12 WMBERMENS 10310 E. MONTGOMERY SPOKANE, WA 99206 PNN: 509 -924 -2420 FAX: 509 - 924 -2583 BUS: 800 -466 -9617 PLATES M820 9 v GRIP 108/140 BRACING TOP CHORD Structural wood sheathing directly Implied or 3-10-11 oc ou IIns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc broclntl. NOTES 1) Wind: ASCE 7.98; 90114,6 11=250; TCDL =4.8ps1; (1CDL =4.2pst Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate gdp 10OL =1.33. 2) TCLL: ASCE 7 -98; Pf=40.0 psf (flat roof srx>w); Exp 0; Fully Exp. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater 01 min mot Ove load of 100 psi or 2.00 times Oat mot load of 40.0 psf on overhangs non- concurrent with other live loads. 5) Provide adequate drainage to prevent water poncho!. 6) Thls truss has been designed for a 10.0 psf bottom chord live bad nonconcurrenl with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing prole capable of withstanding 170 lb uplift at Joint 2 and 1701, uplift 01 )01,11 10. 8) Thls truss 5 designed In accordance with the 2003 International Residential Code sections 8502.11.1 and 11802.1(1.2 and referenced standard ANSI/TPI 1. LOAD CASE(5) Standard 22 -0-0 LOADING (psf) TCLL +TCDL 40.0+ 8.0= 48.0 BCLL +BCDL 0.0+ 10.0= 10.0 TOTAL = 58.0 Code: IRC2003/TPI2002 SPACING: 2 -0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr: YES Deflection Criteria: L240 TC BC Web Max CSI: 0.74 0.44 0.38 Weight: 90 (6 Dale: 07 September 2005 Scale: 1:41.3 Check by: J:) 112264 EAGLE - lwnbermen'n Wldrrig (linters, 10116E: Montgomery, Spokane, WA gg OS -4220 LUMBER TOP CHORD 2 X 4 HF 1800F 1.0E 130T CHORD 2 X 4 HF 1800F 1.8E WEBS 2 X 4 OF Stud/Std •Excepe EV22 XO DF 1800E 1.8E -1-4-0 1-4-0 0 -0-0 7451 REACTIONS Brg Location Gravity Uplift Size Recd Horz 2 0-0 -0 773 - 105 0-5-8 0-1-0 -25 5 11 -0-0 600 -83 0-1-8 0-0-3 0 MAX Gravity MAX Uplift MAX Horizontal 2 773 (1) 2 -105 (5) 2 -25 (3) 8-0-0 6 -0-0 FORCES (Ib) - Maximum Compresslon/Maxlmum Tension TOP CHORD 1 -2 =0/102 2 -3 =- 817/48 3 -4 =- 147/57 4 -5 =- 188/43 BOT CHORD 2 -0 = - 67/615 5 -8 = - 67/615 WEBS 3 -8 = 0/237 3 -5 = - 695/120 5 -0-0 11 -0-0 3x4 II 0 -0-0 8 -0-0 8 -0-0 4-10-8 LUMBERMENS 10310 E. MONTGOMERY SPOKANE, WA 99206 PHN: 309 - 924 -2420 FAX: 509 -924 -2383 BUS: 800 - 486 -9617 B.TRE,_ Plies: 1 Qty: 2 6.200 s MITek-Gidusldes, lam. /TVedrieSday Teplember 07 09:52:32'2005 Pepe 1063431100 PLATES GRIP MT20 185/148 BRACING TOP CHORD Structural wood sheathing directly applied or 8-0.0 oc purllns, except end verticals. BOT CHORD Rigid ceiling directly applied or 100-0 oc bracing. NOTES 1) Wind: ASCE 7-98; 90mph; h=25fl; TCOL =4.Opsl BCOL'4.2ps1; Category 9; Exp 8; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) TCLL: ASCE 7-98; Pf=40.0 psf (flat roof snow); Exp B; Fully Exp. 3) This truss has been designed for greater of min roof Ilve load 0110.0 psi or 2.00 times flat roof bad of 40.0 psf on overhangs non - concurrent wWt other live loads. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent wigs any otter live loads. 5) Bearing at Joint(s) 5 considers parallel to grain value using ANSI /f PI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at )olnt(s) 5. 7) Provide mechanical connection (by others) of truss to bear ir 61 plate capable of withstanding 831b uplift at 1011115 and 105 Ib uplift al loin( 2. 8) This truss Is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R002.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard LOADING (psi) TCLL + TCOL 40.0+ 8.0. 48.0 BCLL + BCDL 0.0 + 10.0. 10.0 TOTAL = 58.0 Code: IRC2003/TPI2002 SPACING: 2 -0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr: YES Deflection Criteria: I.1240 TC BC Web Max CSI: 0.37 0.23 0.39 J:1 Weight: 5115 Date: 07 September 2005 Scale: 1:20.7 Check by: #2264 EAGLE Lumbeiineri's Building Centers. 10310 E. Montgomery, Spokane, WA 99206-4220 LUMBER TOP CHORD 2 X 4 HF 1600F 1.0E_ ROT CHORD 2 X 4 HP 18007 1.00 WEBS 2X8 DF1800F1.6E OTHERS 2 X 4 DF Stud/Std -1-4 -0 0 -0-0 1-4 -0 7451 REACTIONS Brg Location Gravity Uplift Slze Req'd H 2 0-0 -0 362 -22 11 -0-0 0-1-13 - 10 0-0-0 165 -34 11 -0-0 0-1 -13 11 0-0-0 245 -41 11-0-0 0-1-13 12 0-0-0 227 -40 11.0 -0 0-1-13 13 0-0 -0 242 -47 11 -0 -0 0-1 -13 14 0-0 -0 195 -43 11 -0-0 0-1 -13 9 0-0-0 34 -37 11-0-0 0-1 -13 MAX Gravity MAX Uplift MAX Horizontal 2 362 (7) 13 -47 (5) 2 -25 (3) 6-0-0 ro 5 6 -0-0 FORCES (19) - Maximum Compression/Maximum Tension TOP CHORD 1-2 =0/100 2-3 = -144/35 3 -4 =- 122/42 4 -5 = -101/40 5 -6 = - 80/42 6-7 = -58/43 7 -8 = - 31/33 8-9 = -25/22 BOT CHORD 2 -14 = -36145 13- 14 = -36/45 12-13= -36/45 11-12= -35/45 10-11= - 36/45 9-10 = -36/45 WEBS 3-14 = -174/48 4 -13 =- 197/61 5-12 = -189/57 6-11 =- 203/61 7 -10 = - 135/43 5 -0-0 11 -0.0 1.5x4 II 6.00 RI 1.5x4 II 1.5x4 II 2x4 II 1.5x4 11 8 EV2 4x4 = 1.5x4 I I 1.5x4 I I 0 -0-0 1 6-0-0 1.5x4 II 8 -0-0 1.5x4 II 4-1 0-8 1.5x4 2x4 II 106-? Orif 11.0 -0 WMBERMENS 10310 E. MONTGOMERY SPOKANE, WA 99206 PHN: 509- 924 -2420 FAX: 509- 924 -2583 BUS: 800 - 486 -9617 B1,TRE, Plies: 1, Qty: 1 6.200 s MITek irx�usldes, Inc. Wednesday September OY 09 :52.33 2005 Page PLATES M T20 GRIP 185/148 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc ['Wins. except end verticals. BOT CHORD Rlgld ceillrg directly applied or 10-0 -0 oc bracing. NOTES 1) Truss designed for wind loads In the plane of the buss only. For studs exposed to wind (normal to the face), see Mitch "Standard Gallo End Deal" 2) TGLL: ASCE 7 -98; Pf=40.0 ps) (flat roof snow); Fop 0; Fully Exp. 3) This buss has been designed for greater of min fool 1)00 load of 10.0 psi or 2.00 limes fiat roof load o14/1.0 pal on overhangs non- concurrent Will other Ilve loads. 4) This buss has been designed for a 100 psf Io11om chord live toad nonconcurrent with eny other live loads. 5) Gable regtdres continuous bottom chord bearing. 8) Gable studs spaced at 2 -0-0 oz. 7) Provide mechanical connection (by others) of truss to heart g plate capable of withstanding 37 Ib uplift at joint 9, 22 lb uplift at joint 2, 431b uplift at joint 14, 47 Ib uplift at joint 13, 40 Ib uplift of join) 12, 41 Ib uplift at joint 11 and 34 Ib uplift at joint 10. 8) This buss 10 designed In accordance with the 2003 International Residential Code sections R502.11.1 and 11002.10.2 and referenced standard ANSI /TPI 1. LOAD CASE(S) Standard LOADING (pal) TCLL + TCDC 40.0+ 8.0 = 48.0 BCLL +13C131: 0.0 + 10.0 - 10.0 TOTAL = 58.0 Code: 111C2CO3/TPI2002 SPACING: 2 -0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress incr: YES Deflection Criteria: L/240 TC BC Web Max CSI: 0.27 0.12 0.07 J:1 Weight; 59 Ib Dale; 07 September 2005 Scale: 1:21.4 Check by. 42264 ,EAGLE 7451 Ltunbermens Oul(ding Centers, 10310 E. Montgomeipokane, WA 99206 -4220 LUMBER TOP CHORD 2 X 4 FIE 11100F 1.0E OUT CHORD 2 X 4 HF 1800F 1.6E WEBS 2 X 4 D0 Stud/Str1 •Except• EV2 2 X 0 DE 1800F 1.6E OTHERS 2 X 4 D0 Slud/Sld '0 -14.0 1-4-0 0-0-0 REACTIONS Brg Location Gravity Uplift Size Regd Horz 2 0-0-0 773 - 105 0-5.8 0-1-0 -25 5 11-0-0 600 -83 0 -1 -8 0-0-3 0 MAX Gravity MAX Uplift MAX Horizontal 2 773 (1) 2 -105 (5) 2 -25 (3) 6 -0-0 6 -0-0 B2.TRE, Plies_ 1, Qty :1_ 5.200 s MITek Industries, Inc. Wednesday September 0709:52:34 2005 Piton FORCES (Ib) - Maximum Compresston/Madmum Tension PLATES GRIP TOP CHORD MT20 185/140 1.2 =0/102 2 -3 =- 617/48 3-4 =- 147/57 4 -5 =- 106/43 BOT CHORD BRACING 2 -8 = -67/615 5 -6 =- 67/615 TOP CHORD WEBS Structural wood sheathing directly applied or 6-0.0 tic matins, except 3 -6 = 0/237 3-5 = - 695/120 end verticals. BUT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. 5 -0-0 11 -0 -0 J 1.5x4 11 1.5x4 11 3x4 11 0-0-0 5.0.0 6-0-0 4.10.8 LUMBERMENS 10310 G MONTGOMERY SPOKANE, WA 99206 PHN: 509 -924 -2420 FAX: 509- 924 -2583 BUS: 800 - 486 -9617 NOTES 1) Truss designed for wind loads In the plane of the Miss only. For studs exposed to wind (normal to the lace). see Mack "Standard Gable End Detail' 2) TCLL: ASCE 7 -99; 01 =40.0 psf (flat roof snow); Exp El; Fully Exp. 3) Thls truss has been designed for greater of min roof live bad of 180 of or 2.00 times flat roof load of 40.0 psf on overhangs non- concurrent with other live loads. 4) This truss has been designed for n 10.0 psf bollmn chord live load nonconcurrent with any other Inc I loads. 5) Gable studs spaced at 2 -0-0 oc. 6) Bearing at (0101(0) 5 considers parallel to grain valor, using ANSI /rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to hearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 Ib uplift at joint 5 and 105 Ib uplift at joint 2. 9) This buss Is designed In accordance with the 2003 International Residential Code sections R502.11.1 504 R1102.10.2 and referenced standard ANSI/TM 1. to 10601111 . 11-0 -0 LOAD CASE(S) Standard LOADING (psf) TCLL +TCDL 40.0+ 8.0 =48.0 BCLL + BCDL 0.0 + 10.0= 10.0 TOTAL • 58.0 Code: IRC2003/TP12002 SPACING; 2 -0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr: YES Deflection Criteria: U240 TC BC Web Max CSI: 0.37 0.23 0.39 J:\ Weight: 85 Ib Date: 07 September 2005 Scale: 1:20.7 Check by: #2264'EAGLE 7451 Lrimbermen's Building Centers, 10310 ET—Monlgomer, pokane, WA 99206 -4220 LUMBER TOP CHORD 2 X 4 I/O 1800F 1.6E BOT CHORD 2 X 4 I/O 10000 1.6E WEBS 2 X 4 DF Stud/Ski -Except - WC2X4HF1800F1.6E WEDGE Left: 2 X 4 00 Shid/Sld Right: 2 X 4 DF Stud/Std -1 1 1-4 -Ot-0-o 4 -6 -0 4 -0.8 REACTIONS 8rg Location 2 0-0-0 8 2810 -0 MAX Gravity 2 1977 (2) 8 1977 (3) 4.4.15 Gravity 1977 1977 Uplift Size Req'd Horz - 165 0-5 -8 0-2 -7 -105 - 165 0-5-8 0-2 -7 0 MAX Uplift MAX Horizontal 2 -185 (7) 2 -105 (8) 8 -165 (8) 9-1-7 3-10-9 13 -0-0 3.10.9 16-10-9 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/95 2 -3 = -5321/370-4 =- 47111313 -5 =- 3220/177 5 -6 = - 3220/1815-7 = -4711/217-8 = - 5321274 -9 = 0!95 BOT CHORD 2 -12 = - 3741467711 -12= - 235137450.11 = - 104/3748 -10 = - 178/4677 WEBS 5-11 =- 103/2444 -12 =- 482/1244 -12 =- 33/712 4 -11 = -1208/178 6-11 =- 1208/1821.10 = -41/712 7 -10 = -482/131 4-4-15 21-3-8 4.8 -8 26 -0 -y4 27.4-0 4x8 II 5 C.TRE, Plies: 1, Qty: 9 6.200 s MITek Industries, Inc. Wednesday Sepleinber 07002:36 2005 Pane 0 -0-0 6-4-9 6-4-9 0-7-7 13 -0-0 6 -7 -7 19-7-7 8 -1 -9 LUMBERMENS 10310 E. MONTGOMERY SPOKANE, WA 99106 PH N: 509- 924 -1420 14/7X: 509 - 924 -2563 BUS: 800 - 466 -9617 28 -0-0 PLATES GRIP MT20 185/148 BRACING TOP CHORD Structural wand sheathing directly applied or 2 -8-2 oc purlins. BOT CHORD Rigid ceiling d:reclly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7 -98; 9Omph; h =259; 7CD1=4Apsl; BCDL= 4.21,s1; Category II; Exp 0; enclosed; MWFRS gable end zone; cantilever 1011 and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate gdp DOL =1.33. 2) TCLL: ASCE 7-60; P1=40 0 psi (Oat roof snow); Exp B; Fully Lxp. 3) Unbalanced snow loads have been considered for this design. 4) This puss has been designed for greater 14 min roof live load of 18.0 psf or 2.00 times gal roof load of 40.0 psf on overhangs nunconcurrent with other live loads, 5) This Truss has been designed fora 100 psi bottom chard Ilve load nonconcurrenl wilt any other live loads. 8) Bearing at joint(s) 2, 8 considers parallel to 9raln value using ANSI /111 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at lolnl 2 end 165 lb 091111 at Joint 8. 8) This truss Is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 0 LOAD CASE(//) Standard LOADING (psf) TCLL * TCOL 40.0* 6.0 = 48.0 BCLL * BCDL 0.0 * 10.0= 10.0 TOTAL - 58.0 Code: IRC2003/TPI2002 SPACING: 2 -0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr: YES Defection Criteria: (1240 TC BC Web Max CSI: 0.53 0.77 0.43 J:1 Weight: 10:1 lb Dale: 07 September 2005 Scale: 1:47.2 Check by: 1 *2264 EAGLE Lumbermen's Dulldingit-enters, 0110 EE. Montgomery, Spokane, WA 99206 -4220 LUMBER TOP CHORD 2 X 41-1F 1000F 1.6E- DOT CI IORD 2 X 4 I iF 10009 1.6E OTHERS 2 X 4 DF Stud/Std 1'7 -1-4 -0 0 -0-0 1-4 -0� � y7� 2 01 4x4 =_ 7451 REACTIONS Brg Location Gravity Uplift Size Req'd Horz 2 0 -0.0 473 -31 26-0-0 0-4-4 -106 14 0-0-0 473 51 26-0.0 0-4-4 16 0-0-0 438 -40 26-0-0 0-4-4 17 0-0-0 306 -03 26-0 -0 0-4-4 18 0-0-0 347 -10 26-0 -0 0-4 -4 19 0-0-0 335 -44 26-0 -0 0-4-4 20 0-0-0 353 -36 28-0 -0 0-4-4 27 0 -0-0 438 -41 20-0 -0 0-4-4 26 0-0 -0 306 -43 26-0-0 0-4.4 25 0-0-0 347 -40 26.0-0 0-4.4 24 0-0-0 335 -43 28-0 -0 0-4-4 23 0-0 -0 353 -38 26-0-0 0-4 -4 22 0-0-0 212 50 28-0-0 0-4-4 MAX Gravity MAX Uplift MAX Horizontal 2 473 (2) 14 -51 (8) 2 -106 (8) 14 473 (3) 13-0-0 13 -0-0 FORCES (Ib) - Maximum Compresslo n51exirnum Tension TOP CHORD 1 -2 = 0/100 2 -3 =- 127/77 3 -4 = -96/64 4 -5 = -84/83 5-6 =- 87/102 6-7 = - 85/122 7 -8 = - 92/139 8-9 = - 92/133 9-10 =- 85/101 10-11= -87/65 11 -12= -84/50 12-13= -96/38 13 -14 =- 127/77 14-15= 0/100 BOT CHORD 2 -27 = 0/97 26-27= 0/97 25-26= 0/97 21-25= 0/97 23 -24 = 0/97 22 -23= 0/97 21-22=0/97 20-21 = 0/97 19-20= 0/97 18.19= 0/97 17-18=0/97 16-17= 0/97 14-16 =0'97 WEBS 8-22 = -172/0 7 -23 = -313/55 6-24 = -296/59 5-25 =- 305/58 4.28 -- 271/55 3 -27 = -303/69 9-20 = -313/52 10-19= -296/60 11-18..305/58 12-17= - 271/55 13-16= - 383/69 13-0-0 6.00 r2 3 (� T T3 TZ 4x4 = 8 ET 10 12 13 C1.TRE Plies_ 1 Qty: 1 6.200 5 FAITek industries, Inc . Wednesday Seplember 07 09:52:9i12W5 Page 26-041 -4•0 0 14 {3' 0 6 g� x _ BL -Bt�6 \ 15 • N��l��ili�i�i !i!i�i�ili�� ililili 4,t7:1lO!i!iS { 27 26 25 24 23 22 21 20 19 18 17 16 4x4 0-0-0 L_ 26.0-0 3x6 = 26 -0-0 WMBERMENS 10310 E MONTGOMERY SPOKANE, WA 99206 PHN: 507 - 924 -2420 FAX: 509- 924 -2583 BUS: 000 -486 -9617 PLATES GRIP MT20 185/149 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc burials. BOT CHORD Rigid ceiling dheclly applied or 10-0.0 oc bracing. NOTES 1) Truss designed for wind loads In the plan of the truss only For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 2) TCLL: ASCE 7 -90; P1 =40.0 psi (Bat roof snow); Erp 0; Fully Exp. 3) Unbalanced snow loads have been considered for This design. 4) This truss has been designed for greater of min roof live load o110.0 psf or 2.00 times flat roof load of 450 psi on overhangs non.concurrenl with other live loads. 5) This truss has been designed for 0 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) All plates are 1.504 MT20 unless otherwise Indicated. 7) Gable requires continuous bottom chord bearing 8) Gable studs spaced at 2 -0-0 oc. 9) Provide mechanical connection (by others) of truss 10 bearing plate capable of withstanding 51 Ib uplift al Joint 14, 38 Ib uplift at load 23.43 Ib uplift al )Dint 24. 40 Ib uplift at Joint 25, 43 Ib uplift at mint 20, 41 Ib uplift at Joint 27, 36 Ib uplift at joint 20, 44 Ib uplift at foinl 19. 40 Ib uplift at Joint 18, 43 Ib uplift 81)0/11)17,40/9 uplift at )alai 16 and 31 Ib uplift al Joint 2. 10) This truss 15 des /9ned In accordance with the 2003 International Residential Code sections R502.11.1 and 1)802.1)12 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard LOADING (psf) TCLL + TCDL 40.0 + 0.0 = 40.0 BOLL + BCD1 0.0 + 10.0 =10.0 TOTAL = 50.0 Code: IRC2003/TPI2002 SPACING: 2 -0-0 Plate Inc. 1.10 Lumber Inc. 1.15 Rep Stress Incr: YES Deflection Crlleda: U240 TC BC Web Max CSI: 0.27 0.11 0.10 J:1 Weight: 1211b - -_ Date: 07 September 2005 Sca!e: 1:48.4 Check by; xt2264'EAGLE 7451 ).trmbermen's Building Centers, 103T0 E. LUMBER TOP CI10110 2 X 4 HE 1000F 1.6E I10T C110103 2 X 4 HE 1000F 1.6E WEBS 2 X 4 DF Stud/Std -1-4-0 1 -4-0 0 -0 -0 Montgomery, Spokane, WA 99206 -4220 REACTIONS Brg Location 2 0 -0-0 4 13-0 -0 MAX Gravity 2 1099 (2) 4 1099 (3) 6-6-0 Gravity Uplift 1099 -110 1099 -110 Size 0-5-8 0-5 -8 Req'd Horz 0-1-5 -82 0-1-5 0 MAX Uplift MAX Horizontal 2 -110 (7) 2 -62 (8) 4 -110 (6) 6-6-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 = 0/93 2 -3 = - 2380/823 -4 = - 2380/103 -5 = 0/93 BOT CHORD 2 -8 = 58/2113 4-6 = - 55/2113 WEBS 3 -6 = 0/1480 6 -6 -0 13-0-0 1-4-0 14-4-0 4x7 = 0-0-0 6-6-0 6-6-0 6-6-0 13-0-0 LUMBERMENS 10310 E. MONTGOMERY SPOKANE, WA 92206 PHN: 509- 924 -2420 FAX: 509- 924 -2563 BUS: 000- 406 -9617 D.TRE�PIies: 1, Qty: 1 6.200 s MiTek Industries, fnc. We nesday September 0109.52:40 2005 Page 5 Io PLATES MT20 GRIP 185 /140 BRACING TOP CHORD Structural wood sheathing directly applied or 3 -3 -3 oc purlins. DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Truss designed for wend loads In gin piano of the truss only. For studs exposed to wend (normal to the lace), see MITek ^Standard Gable End Beier 2) TCLL: ASCE 7 -90; P1=400 psi (flat root srxrw); Exp 0, Fully Exp. 3) Unbalanced snow loads have been considered for this design. 4) This buss has been designed for greater of min roof live load of 10.0 psf or 2 00 limes flat root load of 40.0 psf on overhangs non- concurrent with other live loads. 5) This truss has been designed for n 10.0 psi bottom chord live load nonconcurrenl with any other Ilve bads. 6) Gable studs spaced at 2 -0-0 oc. 7) Bearing at )ornt(s) 2, 4 considers parallel to grain value using ANSI /TPI 1 angle to grain formula. Building designer should verify capacity of bearing surlece. B) Provide mechanical connection (by others) or truss to bearing plate capable of withstanding 1101b upl10 at joint 2 and 1101b up1111 at Joint 4. 9) This truss Is designed In accordance with the 2003 international Residential Code sections R502.11. 1 and 1(602.10.2 and referenced standard ANSI/TN 1. LOAD CASE(S) Standard LOADING (psf) TCLL +TCDL 400+ 8.0 =48.0 BCLL +BCDL 0.0+ 10.0 = 10.0 TOTAL =58.0 Code; IR C2003/T P12002 SPACING: 2-0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr: YES Deflection Criteria: L/240 TC BC Web Max CSI: 0.71 0.58 0.65 2:1 19 Weight: 30 It) Dale: 07 September 2005 Scale: 1:25.8 Check by: #2261 EAGLE - Lumberme i>s ullding Centers, 10310 E. Montgomery. Spokane. WA 99206-4220 1-UMBER TOP CHORD 2 X 4 HF 1800E 1.6E GOT CHORD 2 X 4 HP 1800F 1.6E WEBS 2 X 4 DP StudlSld 1 1-4.0 0 REACTIONS Erg Locatton Gravity Uplift Size Regd Horz 2 0-0-0 1807 -154 0-5-8 0-2-6 -98 6 23-6-0 1807 - 154 0-5-8 0-2-6 0 MAX Gravity MAX Uplift MAX Horizontal 2 1807 (2) 2 -154 (7) 2 -98 (8) 6 1807 (3) 6 -154 (8) 7451 E.TRE, Plies: 1 Qty:7 6.200 s MITek Industries. KEN dn eesday September Oi 09:5241 Riga FORCES (lb) - Maximum CompresslonrMaxlmum Tension PLATES GRIP TOP CHORD MT20 165/146 1 -2 =0/102 2 -3 =- 2838118E -4 =- 2167/1771-5 = -2167/177 5-6 =- 2636/165 -7 =0/102 BRACING BOT CHORD TOP CHORD 2-10 =- 163/2188 -10 =- 36/13228 -9 =- 39/13226-8 =- 65/2182 Structural wood sheathing directly applied or 3 -10-11 ocpudlns. WEBS BOT CHORD 3-10 =- 797/1524 -10 =- 71/10204 -8 =- 71110205.8 = -797/152 Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind? ASCE 7.90; 90mph; 11=250; TCDL•4.8psl; BCDL =4.2ps1; Category II; Exp R; enclosed; MWFRS gable end zone; cantilever left 5 -10.5 11.9-0 17 -7.11 23-61 and right exposed ; end vertical left and fluid exposed; Lumber 5 -10 -5 5 -10.11 5-10-11 5-10-5 1.1 -U i DOL =1.33 plate grip OOL =1.33. 2) TCLL: ASCE 7 -9B; Pf=40.0 psi (Oat roof snow); Exp B. Fully Exp. 3) Unbalanced snow bads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 10.0 psf or 2.00 times flat roof load o140.0 psi on overhangs non-concurrent with other Ilve loads. 5) This Inns has been designed for a 10.0 psf bollom chord live load nonconcurrent with any ogrer live loads. 6) Provide mechanical connection (by others) of truss o bearing plate capable of withstanding 154 lb uplift at joint 2 and 154 lb uplift at joint 6. 7) This buss Is designed In accordance with the 2003 International Residential Code sections R502.11.1 and ((802.10.2 and referenced standard ANSI/TPI 1. 8.00141 4x7 = 4 LOAD CASE(5) Standard 0.0-0 7-8-0 LLIMBERMENS 10310 E. MONTGOMERY SPOKANE, WA 99206 PHN: 309- 924 -2420 FAX: 509 -924 -2583 BUS: 800-486 -9617 10 9 8 5x7 = 3x4 = 3x8 = 3x4 = 0-1-5 15 -9.11 14.5 23.8-0 - LOADING (pd) TCLL + TCDL• 40.0+ 8.0. 48.0 BCLL +BCDL- 0.0+ 10.0. 10.0 TOTAL • 50.0 Code: IRC2003/TPI2002 SPACING: 2-0-0 Plate Inc. 1.15 Lumber Inc. 1,16 Rep Stress Incr: YES Deflection Criteria: L/240 TC BC Web Max CSI: 0.71 0.47 0.45 Weight:1101b Dade: 07 September 200.9 Scale: 1:42.4 Chock by: J:1 42264 EAGLE Lumbermen's building Centers, 103S' U E. MOMgomery, Spokane, WA 99200 -4220 LUMBER (op CIiORD 2 X 4 HP 1000E 1.6E ROT CHORD 2 X 4 HF 1800F 1.6E OTHERS 2 X 4 DF SIud/SId -1-4-0 0-0-0 REACTIONS Big Location Gravity Uplift Size Req'd H 2 0-0-0 416 -35 23-6-0 0 -3-14 - 18 0 -0 -0 239 -91 23 -6-0 0-3 -14 17 0-0-0 361 -48 23-6 -0 0 -3-14 18 0-0-0 333 -39 23 -8-0 0 -3-14 16 0-0-0 338 -44 23 -8.0 0-3 -14 20 0-0 -0 353 -37 23 -6-0 0-3-14 26 0-0-0 239 -61 23-6 -0 0 -3-14 25 0-0 -0 361 -46 23-6 -0 0-3-14 24 0-0-0 333 -39 23-6 -0 0 -3-14 23 0-0-0 338 -43 23-6-0 0-3-14 22 0-0 -0 353 -39 23 -6-0 0-3-14 21 0-0 -0 212 46 23-6-0 0-3-14 14 0-0-0 416 -54 23 -6-0 0 -3-14 MAX Gravity MAX Uplift MAX Horizontal 2 416 (2) 18 -61 (9) 2 -98 (8) 14 416 (3) 28 -61 (9) 11-9-0 z 11-9-0 1.5x4 11 3 / 2 /Iml' 1_ _ I I ,I I I 14 8 ow al la W' �fl` �a v4 15� , • � •. w . ♦.. .... j.. . ;..s•.•;•;•;.;•;•;• . . . . : . . A . : : : . . . . . . . : . . . . : : �. V ♦�♦ �: �. �: �:�.� ��.�. � �� ■ � � � � ; o - 4x4 6.00 [12 1.5x4 11 5 / 1.5x4 (1 6 4x4 a 1.5x4 11 T ST 1.5x4 11 9 7451 E1.TRE, Plies: 1, Qty: 1 _ 6.200 s MITek Industries, Inc. Wednesday Septeitiber D1 09:52:43 2005 Page FORCES (lb) - Maximum Compression/Maximum Tension PLATES GRIP TOP CHORD MT20 185/148 1 -2 = 0 /100 2 -3 = -95/32 3 -4 =42/52 4 -5 = -87/70 5 -6 = -86/90 6-7 =- 86/110 7 -8 =- 921127 8-9 = -92/121 BRACING 9-10 = -86/88 10-11= -86/52 11-12= -87/46 12-13= -82/52 TOP CHORD 13-14= •92129 14-15= 0/100 Structural wood sheathing directly applied or 9-0-0 Oc p elms BOT CHORD BOT CHORD 2 -26 = 0/89 25 -28= 0189 24.25= 0189 23 -24= 0/69 Rigid ceiling directly applied or 10-0-0 oc braclrg. 22.23 = 0/89 21 -22 = 0189 20-21 = O189 19-20= 0189 18.19 =0/09 17-18= 0/89 16-17= 0/89 14-16= 0/89 NOTES WEBS 1) Truss designed for wind loads In the plane of the Irvss only. For studs 8-21 • -172/0 7 -22 - - 313/53 6-23 • - 797/60 5 -24 = -295/57 exposed to wind (normal to the face), see MITek "Standard Gable End 4 -25 •- 311/62 3 -28 •- 244/43 9-20 ••313154 10 -19 =- 297 /60 Detail" 11.18 = - 298/57 12.17 = - 311/82 13.16 = - 244/42 2) TCLL: ASCE 7-98; P1=40.0 psf mat roof snow); Exit 0; Fully Exp. 3) Unbalanced snow loads have been considered for this design. 4) This buss has been designed for greater of min roof live Toad el 18.0 psf or 2.00 tines flat root load of 40.0 psf on overhangs non-concurrent with other live loads. 5) Thls buss has been designed fora 10.0 psr bottom elicit live load nonconcurrent with any other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2 -0-0 oc. 23-6-0 24 -10-0 8) Provide mechanical connection (try others) of truss to bearing plate 11-9-0 1.4.0 capable of withstanding 35 lb uplift at Joint 2, 541/, uplift al loin' 14, 30 lb uplift at Joint 22, 43 lb uplift el Joint 23, 301b uplift nt kiln( 24, 4818 uplift at Jolnl 25, 81 lb uplift at Joint 29, 37 II) uplift nt nt,, 20.44 lb uplift at joint 19, 39 lb uplift at joint 16.481b uplift nt Mot 17 and 01 lb uplift at Joint 10. 9) This truss Is designed In accordance with the 2003 lute /nattered Residential Code sections (1502.11.1 and 11802.10.2 and referenced standard ANSI/TPI 1. 1.5x4 11 a 10 1.5x4 11 ST 11 1.5x4 II 12 1.5x4 11 13 4x4 20 1.6x4 II 0-0-0 L 26 24 1.6x4 11 1.5x4 11 1.6x4 11 1.5x4 11 5x5= 1.6x4 II 23-6-0 1.6x4 11 1.6x4 11 1.5x4 11 1,6x4 I I 23-6-0 LOAD CASE(S) Standard eIghl: 10610 le: 07 September 2005 nla: 1:42.4 eck by: TCLL + G (psf) TCLL *TCDL 40.0+ 0.0.48.0 BCLL+BCOL 0.0+ 10.0= 10.0 W Da Sc LUMBER `ENS 1 `MR TOTAL = 58.0 CO 10310 E. MONTGOMERY Code: IRC2003/TPI2002 SPACING: 2 -0-0 SPOKANE, WA 99206 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr. YES PNN: 509-924-2420 Deflection Cdterla: L/240 TC BC Web FAX: 507- 924 -2583 Max CSI: 0.27 0.12 0.14 BUS: 800 - 486-.9617 J:\ eIghl: 10610 le: 07 September 2005 nla: 1:42.4 eck by: r#2264 EAGLE I umbenuen's 6u11ding CentersT10310 EMontgomery, Spokane, WA 99206 -4220 LUMBER TOP CHORD 2 X 4 ) IF 1000F 1.0E 110T CHORD 2 X 4 HF 1000F 1.6E 1V000 2 X 4 OF Stud/Std 'Except' W4 2 X 4 I-1F 1800F 1.0E OTHERS 2 X 4 DF Stud/SId -1-4-0 1-4 -0 0-0-0 5 -5.10 5 -5.10 7451 REACTIONS Brg Location 2 0-0-0 7 23 -6-0 MAX Gravity 2 1807 (2) 7 1807 (3) Gravity 1807 1807 0711/1 -154 .154 Size 0-5 -8 0-5 -8 Req'd Horz 0-2 -6 -97 0-2-3 0 MAX Uplift MAX Horizontal 2 .154 (7) 2 -97 (8) 7 -154 (8) 6 -3 -7 FORCES (Ib) - Maximum CompresslonlMaxlmunt Tension TOP CHORD 1 -2 = 0/102 2 -3 =- 26991185 -4 = -1697/134-5 =- 1487/145 5 -8 = -5518/178-7 = -60701270-8 = 0/93 BOT CHORD 2 -11 =- 181/22440 -11 =- 161/2244 -10 =- 73/32537.9 =- 179/5447 WEBS 3 -11 = 0/217 3 -10 = - 1078/13S -10 = - 33/788 5-10 =- 2534/116 5-9 =- 28/33976.9 =- 275/170 4.1 2 15-10-2 2-9-14 18 8 -0 4-10-0 23- 8.0.44 -10.0 1 1.6x4 II /(` r 1 Fi El 5x7 = 6.00 Fri 1.5x4 11 T 0-0-0 1.5x4 II 1.5x4 II 5 -5 -10 3 5x7 = 4 5.5 -10 1.5x4 II 5-5-15 10 5x12 4.00E-11 6.0.8 17 -0-0 6 -6-0 23.6.0 7 E2.TRE, Plies: 1, Qty: 1 6.200 s MITek In usvles.Trlc- Wednesday SeplrnnbeF 07 09:52:45 2005 Pape PLATES MT20 MT18H GRIP 1851140 185(148 BRACING TOP CHORD Structural wood sheathing directly applied or 2 -0-13 on purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing, Except: 2 -2 -0 oc bracing: 7.9. WEBS 1 Row at mldpt 5 -10 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 Deter 2) TCLL: ASCE 7 -68; Pf =40.0 psf (Bat roof slaw); Exp U; Fully Exp 3) Unbalanced snow loads have been considered for this design. 4) This Truss has been designed for greater of ruin roof live load of in 0 psf or 2.00 limes Bat roof load of 40.0 psf on overhangs non-concorrent with other live loads. 5) This truss has been designed fora 10.0 psi bottom chord live load noncorrcurrent with any other live loads. 6) All plates are MT20 plates unless otherwise Indicated. 7) The following Joint(s) require plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection: 0 8) Gable studs spaced at 2 -0-0 oc. 9) Bearing at)olnl(s) 7 considers parallel to grain value ushg ANSIITP1 1 angle to grain formula. Building designer should verify capacity of bearing surface. t0ProvIde mechanical connection (by others) of truss to bearing plate capable of withstanding 154 Ib uplift 011011112 and 154 Ib uplift at Joint 7. 11 Thls 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 Weight: 121 Ib Dale: 07 September 2005 Scale: 1:43.1 Check by: LOADING (psf) TCLI + TCDL 40.0+ 8.0 =48.0 BCLL + BCDL 0.0 + 10.0= 10.0 LUMBERMENS 10.210 E. MONTGOMERY SPOKANE, WA 99206 PH N: 509 - 924 -2420 FAX: 509- 924 -2563 BUS: 800 -486 -9617 TOTAL =58.0 Code: 1 R C 2003/TP 12002 SPACING: 2-0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Ina: YES Deflection Criteria: L/240 TC BC Web Max CSI: 0.81 0.95 0.75 jj^ Weight: 121 Ib Dale: 07 September 2005 Scale: 1:43.1 Check by: #}226.4 EAGLE -[. urnbennen s Building Centers, 10310 Montgomery, I UMBER 10P CHORD 2 X 4 1-10 10000 1.0E IIOT CHORD 2 X 4 1-10 1600F 1.6E WEBS 2 X 4 DF Stud/Std 'Except' W4 2 X 4 HP 18000 1.6E -1.4-0 0 -0-0 1-4-0 5 -5 -10 N I0 Spokane, WA 99206 -4220 REACTIONS Brg Location 2 0-0-0 7 23 -6-0 5-5-10 Gravity Uplift 1807 -154 1807 -154 Size Req'd Horz 0.5.8 0-2 -6 -97 0-5-8 0-2 -3 0 MAX Gravity MAX Uplift MAX Horizontal 2 1807 (2) 2 -154 (7) 2 -97 (8) 7 1807 (3) 7 -154 6-3-7 (8) 4 -1 -2 7451 E3.TRE, Plies: 1, Qty: 6_ - -e : 6.200 5 MITek Industries, Inc. Wednesday September 07 09:52:467.005 Prge FORCES (lb) - Maximum Compression/Maxlmum Tension TOP CHORD 1 -2 = 0/102 2 -3 = - 26991168 -4 = - 1697/139 -5 = - 1487/145 5 -6 = - 5518/170 -7 = - 6070/279.8 = 0/93 BOT CHORD = 2 -11 - 181/22440 -11 =- 161/2240 -10 =- 73/32537 -9 =- 179/5447 WEBS 3-11 = 0/217 3 -10 = -1078/138-10 =- 33/788 5 -10 =- 2534/1111 5-9. _ - 28/3397 6-9 = - 275/170 15-10-2 2 9 -14 18-8-0 4.10-0 23-6-44V-10-0 0 -0-0 5 -5 -10 1.5x4 11 5 -5 -10 5x12 5-5-15 6 -0.8 17 -0-0 6-6 -0 LUMBERMENS 10310 E. MONTGOMERY SPOKANE, WA 99206 PHN: 509-.924-2420 FAX: 509 - 924 -2583 BUS: 800 - 486 -9617 23-6-0 PLATES MT20 MT18H GRIP 185/148 165114B BRACING TOP CHORD Structural wood sheathing directly applied or 2 -0-13 oc mantis. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except- 2-2-0 oc bracing: 7-9. WEBS 1 Row at roldpt 5 -10 NOTES 1) Wind: ASCE 7 -98; 90mph; h =259; TCDL =4 8ps1; EICDL =4.2p;:f; Category 11; Exp 0; enclosed; MWFRS gable end zone; cantilever kit and right exposed ; end vertical left rind right exposed; Lumber DOL =1.33 plate grip DOL =1.33. Full E 2) TCLL: ASCE 7 -98; Pf=40.0 psf (flat roof snow); Exp 0; Fully p. 3) Unbalanced snow loads have been considered for this design. 4) This truss ha: been designed for greater of min roof live load of 10.0 psi or 2.00 Urnes gal roof load of 40.0 psi on overhangs non- concurrent with other live loads. 5) This truss has been designed for n 10.0 psf bottom chord live load nonconcurrenl with any olher live loads. 8) All plates are MT20 plates unless otherwise Indicated. 7) The following Jolnt(s) require plate Inspection per the Tooth Count Method when This truss Is chosen for quality assurance Inspection: 9. 8) Bearing at )olnl(s) 7 considers parallel to grain value using ANSI /TPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to boarblg plate capable of withstanding 154 lb uplift et Joint 2 and 154 lb upllll at joint 7. 10) This truss Is designed In accordance will) the 2003 Inlonmllonal Residential Code sections R502.11.1 end (1802.10.2 and referenced standard ANSI/TPI 1, 5 <7 N LOAD CASE(S) Standard LOADING (psf) TCLL + TCDL• 40.0+ 8.0= 48.0 BCLL + BCOL 0.0 + 10.0= 10.0 TOTAL = 58.0 Code: IRC2003/TP12002 SPACING: 2 -0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr: YES Deflection Criteria: L/240 TC BC Web Max CSI: 0.81 0.90 0.75 J:\ Weight: 94 lb Dale: 07 September 2005 Scale: 1:43.1 Check by: #2264 EAGLE Lumbermen's building Centers. 10310. Montgomery, Spokane, WA 99206 -4220 LUMBER REACTIONS FORCES (Ib) •Maximum CompresslonlbtaximumTeasion PLATES GRIP TOP CHORD 2 X 4 HF 1800E 1.0E Brg Location Gravity Uplift Sion Req'd Ftarz TOP CHORD MT20 1851140 SOT CHORD 2 X 4 HF 1000F 1.0E 1 0-0 -0 253 -15 13-0.0 0-1-11 -25 1 -2 = -83/90 2 -3 = -78/39 3-4 = -78/37 4 -5 = -83/90 OTI IET(S 2 X 4 DF Stud/Std 6 0-0.0 651 -82 13 -0-0 01 -11 0 BOT CHORD BRACING 8 0-0-0 651 -62 13 -0-0 0-1-11 0 1 -8 = 0/20 7 -8 = 0 /20 6.7 = 0/20 5-8 = 0/20 TOP CHORD 7 0-0 -0 67 12 13-0-0 0-1-11 0 WEBS Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 100 -0 oc bracing. 7451 N2.TRE, Plies: 1, Qty: 1 8.250 s Te6 Indusbles,-1 - Wednesday September 07 00 52:58 2005 Page 1 N N 0 -0-0 0 MAX Gravity MAX Uplift MAX Horizontal 8 851 (3) 8 -62 (6) 1 -25 (8) 8 651 (2) 8 -62 (8) 8 -62 (5) 8 -62 (7) 6-6-0 6.8 -0 6 -6-0 NOTES 1) Truss designed for wind toads 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 7-98; PF40A psi (flat roof snow); Exp Ti; Fully Exp. 3) Unbalanced snow bads have been considered for this deslgn. 4) This truss hos been designed fora 10.0 psf bottom chord live load 13 -0-0 nonconcurrent with any other live leads. 5) Gable requires continuous bottom chord bearing. 6) Gablo studs spaced al 2 -00 oc. 7) Provide merhanlcal connection (by others) of truss to bearing) plate capable of withstanding 151b uplift at Joint 1, 18lb uplift at faint 5, 0218 uplift at Joint 8 and 02 Ib wall at joint 0. 8) This !ruse Is designed In nccordence will, Iha 2003 International Residential Codo sections 11502.11.1 arid 11(102,10.2 and referenced standard ANSI/TP! 1 1.0 � i � i � • i � ..;44 • i rAi i �i� �� i� �� i l i 41. 3x4 3x4 0 -0-0 3x4 1.5x4 11 1.5x4 II 13 -0-0 1.5x4 II 4 0 13 -0 -0 l LOAD CASE(5) Standard LUMBERMENS 10310 E. MONTGOMERY SPOKANE, WA 99206 PHN: 509- 924 -2420 FAX: 509 - 924 -2583 BUS: 800 - 486 -9617 LOADING (psf) TCLL +TCDL 40.0+ 8.0= 48.0 BCLL +BCDL 0.0+ 10.0= 10.0 TOTAL = 58.0 Code: IRC 2003/TPI2002 SPACING: 2 -0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr. YES Deflection Criteria: 0240 TC BC Web Max CSI: 0.26 0.14 0.10 Welghl: 34 Ib Date: 07 September 2005 Scale: 1:21.0 Check by: J:1 12264 EAGLE I , bermen's BulldIng-anlers, 10310 Montgomery. Spokane, WA 99206-4220 I. :UMBER TOP CI IORD 2 X 4 OF Stud /Sid 110T CI IORD 2 R 4 OF Stud/Std -1 -4 -0 1-4 -0 1 2 0 -0-0 7451 FE1.TRE, Plies: 1, Qty: 2 6.200 s .11Tek IndustrreiTinc. Wednesday September 01 09:52.47 2005 Page REACTIONS FORCES (lb) - Maximum Compression/Maximum Tension PLATES GRIP Brg Location Gravity Uplift Size Req'd Horz TOP CHORD MT20 220/195 2 0 -0-0 404 -55 0.5-8 0-0-7 0 1 -2 = 01100 2-3 = -66/12 3 0-0-0 44 •72 0-0-0 2835060291987 7405000000000000000000 133004)HORD 4 6-0-0 116 24 0-3 -8 0-0-2 0 2 -4 s 0/0 MAX Gravity MAX Uplift MAX Horizontal 2 404 (7) 3 -72 (7) 3 (1) 3 (2) 3 (3) 3 (4) 3 (5) 3 (7) 4 1� 4 2 4 1 4 4 4 (5 4 (7) 2 (2) 2 (7) 4-0-5 8 -0 -0 6.00 12 T1 B1 0-0-0 BRACING TOP CHORD Structural wood sheathing directly applied or 1 -11 -11 oc pudlns. BOT CHORD Rigid ceiling directly applied or 10.60 oc bracing. NOTES 1) Wind: ASCE 7.06; 00mph; h451t; TCOL•4.8ps1; I1CDO.4.2psf; Caletory 11; Exp B; enclosod; MWFRS gable end zone; canlllever left and fight exposed ; end vertical lets and right exposed: Lumber DOL -1.33 plate 1l"P DOL =1.33. 2) TCLL: ASCE 7 -98; P1 =40.0 psi (Ord roof snow); Enp D; Fully Pop. 3) This truss hos boon designed for grantor of min roof live land of 10.0 psi or 2.00 limos gal roof load of 40.0 pal 00 overliunga non conrur(oM with other live beds. 4) Thls truss has been designed for a 10.0 pat bottom chord live load nonconcurrent wlih any other Ova loads. 5) Provide mechanical connection (by others) of truss to bearing pinto capable of withstanding 55 lb uplift 01)olnt 2 and 72 lb uplift at joint 3. 6) This Truss Is designed In accordance with Iho 2003 Inlet notional Residential Code sections 11502.11.1 and 51802.10.2 and referenced standard ANSITTPI 1. LOAD CASE(S) Standen( � 0 LIIIMBERMENS 10310 E. MONTGOMERY SPOKANE, WA 99206 PHN: 509- 924 -2420 FAX: 509 -924 -2583 BUS: 800- 486 -9617 LOADING (psi') TCLL +TCOL: 40.0+ 8.0= 48.0 BCLL +Ban: 0.0+ 10.0= 10.0 TOTAL = 58.0 Code: I RC20031T P12002 SPACING: 2 -0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Ines YES Deflection Criteria: L/240 TC BC Web Max CSI: 0.94 0.87 0.00 Weight: 13 lb Date: 07 September 2005 Scale: 1:11_9 Check by: J:1 #2264 EAGLE — [.um6erineri 6 E3uIId6Sp� enters, 193 (E: ))ontgomery, Spokane, WA 99206 -4220 LUMBER TOP CHORD 2 X 4 HF 10000 1.0E 1)0T CHORD 2 X 4 DP S5jd/Sld - 1-4-0 1-40 0-0-0 7451 FE2.TRE, Plies: 1, Qty_: 2 9.200 s MITekTndustries, Inc. Wednesday September 07 09:52:48 2005 Page REACTIONS FORCES (lb). Maximum Compression/Maxlmum Tension Brg Location Gravity Uplift Size Req'd Horz TOP CHORD 2 0.0 -0 410 405 0 -5 -8 0 -0-7 0 1.2 • 0/102 2.3 • -99/52 4 21.10-0 113 24 0.3.13 2n35n902010877 4050000000000000000003101PDHORD 3 2354700170599208000420.0 029831911331300290800200000000000000000000060.04 0/0 MAX Gravity MAX Uplift MAX Horizontal 2 419 (7) 2 -65 (5) 2 (1) 4 2 4 4 131)� 4 (5) 4 (8) 4 (7) 2 (2) 3 (1) 3 (2) 3 (3) 3 (4) 3 (5) 3 (8) 3 (7) 2 6.00 r2 T1 3-11-11 2,0 -5 3.11.11 6 -0 -0 B1 0.0.0 LWMBERMENS 10310 E. MONTGOMERY SPOICANL:, WA 99206 PI-1N: 509- 924 -2420 FAX: 509- 924 -2583 BUS: 800- 486 -9617 2x4 = PLATES MT20 GRIP 185/148 BRACING TOP CHORD Struclurol wood sheathing directly applied or 3-11-11 oc praline. BOT CHORD Rigid ceiling directly applied or 100-0 oc bracing. NOTES 1) Wont: ASCII 7.00; 0Omplr 1x209; TCDL •4 nanl; UCDL•4 7pel, Category II; Exp 0; enclosed; MWFRS gable end zone; cuntllover mfr and right exposed ; end vertical left and right exposed; Lumber OOL =1.33 plate grip DOL =1.33. 2) TCLL: ASCE 7-98; Pf =40.0 psi (gal roof snow); Exp 8; Fully Exp. 3) This puss has been designed for greater of min roof live load of 19.0 psi or 2.00 limos 60/ roof loud of 40,0 psf on overhangs rron.concurronl with other live loads. 4) This truss has been designed fora 100 psi bottom chord Ilve load rmnconcurrent with any other live loads. 5) Provide mechanical connection (by others) of boss to bearing plate capable of withstanding 42 Ib uplift 01)olnt 3 and 05 Ib uplift at joint 2 0) This truss Is designed In accordance with the 2003 International Residential Code sections R502.11.1 and 11902.10.2 and referenced standard At4SI /TPI 1 LOAD CASES) Standard LOADING (psi) TCLL +TCDL 40.0+ 8.0 =48.0 BCLL + BCOL 0.0 + 100= 10.0 TOTAL = 58.0 Code: IRC2003/TP12002 SPACING: 2 -0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr. YES Deflection Criteria: L/240 TC BC Web Max CSI: 0.37 0.82 0.00 Weight: 15 Ib Dale: 07 September 2005 Scale: 1:11.9 Check by: .0/ 7,2264 EAGLE I.umberinon's Building Ce,0018, 10310 E. Montgomery, Spokane, WA 00200 -4220 LUMBER 10P CHORD 2 X 4 HF 1000E 1.6E 110T CHORD 2 X 4 HE 1000F 1.0E -1-4.0 0 -0-0 1-4 -0 7451 REACTIONS FORCES (lb) - Maximum Compression/Maximum Tension Brij Location Gravity Uplift Size Req'd Harz TOP CHORD 2 0-0-0 488 -69 0.1 -8 0 -0-10 0 1 -2 = 07101 2 -3 = - 135195 4 6 -0.0 114 24 0.5.8 0-0-2 0 BOT CHORD 3 0 -0.0 205 .70 0.1.0 203500020100774050000000000000000000D0 -0-0( 070 MAX Gravity MAX Uplift MAX Horizontal 2 488 (1) 3 -79 (5) 2 (1) 4 (1) 4 (2) 4 (3) 4 (5) 2 (2) 3 (1) 3 (2) 3 (3) 3 (4) 3 (5) 3 3 (7) 5 -11 -11 6 -0 -0 0- 7.5 2 0 6.0011T T1 B1 2x4 0 -0-0 6 -0-0 6 -0-0 FE3,TRE, Plies: 1, Qty: 2 6.200 6 MITck Industries. Inc. Wodno8duy Suplombor 07 00:52.40 2005 Pogo PLATES MT20 GRIP 1851148 BRACING TOP CHORD Structural wood sheathing directly applied or 0.0 -0 oc porllna. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE '7 -98; ODmph; h =25B; TCDL =4 Best BCDL =4.20s1; Category 11; Exp 13; enclosed; MWFFIS gable end r.one; conlllovar bolt and right expnsed ; end vertical left end right exposed; Lumber DOL =1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7.911; Pf =40.0 psf (Bat roof slow); Exp 0; Fully Exp. 3) This buss has been designed for greater of min roof live load of 1 8.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non - concurrent with other live loads. 4) This truss has been designed fora 10.0 psf bottom chord Ilya load nonconcurrent with any outer live loads. 5) Provide mechanical connection (by otters) of truss to bearing plate of )Dings) 2. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 79 lb upllll al Joint 3 and (391b uplift at John 2. 7) This truss Is designed In accordance with the 2003 International Residential Code sections R502.11.1 and 1(802.10.2 and referenced standard ANSI/I-PI 1. LOAD CASE(S) Standard LUMBERMENS 10310 E MONTGOMERY SPOKANE, WA 99206 ANN: 509- 924 -2420 FAX: 509 - 924 -2583 BUS: 800 - 486 -9617 LOADING (ps° TCLL +TCDL 40.0+ 8.0 =48.0 BCLL +BCDL 0.0+ 10.0= 10.0 TOTAL = 58.0 Code: IRC20037TPI2002 SPACING: 2-0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr: YES Deflection Criteria: 1/240 TC BC Web Max CSI: 0.60 0.28 0.00 Weigh; 17 lb 0x15: 07 September 2005 Scale: 1:14.0 Chtck by: J:1 1 32264 EAGLE 7451 f.umbermen's Bulldlnp enicrs, 10310 9, Montgomery, Spokane, WA 99206.4220 LUMBER REACTIONS FORCES (lb) - Maximum Compresslo +Maximum Tension -TOP CHORD 2 X 4 HF 10000 1.6E Bra Location Gravity Uplift Size Req'd Horz TOP CHORD HOT CIIORD 2 X 41-101800F 1.6E 2 0-0-0 444 -40 0-1 -8 0-0-9 0 1 -2 = 0/101 2 -3 =- 115/1473 -4 = -11319 3 6-0-0 576 - 171 0-1-8 0 -0-12 0 SOT CHORD 5 6-0-0 114 24 0-5 -8 0-0-2 0 2 -5 = 0/0 4 0-0-0 21 -76 0-1-0 283568620198774050000000000000000000 00-0 -0 MAX Gravity MAX Uplift MAX Horizontal 3 576 (1) 3 -171 (5) 2 (1) 3 (1) 3 (2) 3 3 (4) 3 (5) 3 3 (7) 5 (2) 5 (3) 5 (4) 5 (5) 5 (6) 5 (7) 2 (2) 2 (7) 4 (2) 4 (3) 4 (4) 4 (5) 4 (6) 4 (7) -1-4 -0 0 -0-0 1-4-0 6 -0-0 6 -0-0 1 -11 -11 2x4 = 0-0-0 6 -0-0 6.0-0 FE4.TRE, Plies: 1, Qty: 2 8.200 5 MITek Industries, Inc. Wednesday September 07 09.52:50 2005 ape PLATES M720 GRIP 185/140 BRACING TOP CHORD Structural wood sheathing directly applied or 8-0-0 uc puffins. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc 1+01 :1ng. NOTES 1) Wind: ASCE 7 -98; 90rnph; 0 =250; TCDL =4.Ops1; DCOL =4.2psf; Category II; Exp S; enclosed; MWFRS gable end zone.; cantilever lell and right exposed ; end vertical 1e8 and 115111 exposed; Lumber DOL =1.33 plate grip OOL =1.33. 2) TCLL: ASCE 7 -99; Pf =40.0 psi (flat root snow); Exp D; Fully Exp. 3) Thls truss has been designed for greater of min roof live load of 18.0 psi or 2.00 times flat roof load of 40.0 psi on overhangs non concurrent with other live loads. 4) This truss has been designed fora 10.0 psi bottom clrord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate at lolnl(s) 2, 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 Ib uplift tit Joint 4, 401b uplift at Joint 2 and 171 Ib uplift 01)0lnt 3. 7) Beveled plate or shim required to provide hull bearing surface will, Truss chord atJoint(s) 3. 8) This truss Is designed In accordance with the 2003 International Residential Code sections 14502.11 .1 and 11002.102 and referenced standard ANSIIT PI 1. LOAD CASE(S) Standard LEIJMBERMENS 10310 E. MONTGOMERY SPOKANE, WA 99206 P1-1N: 509- 924 -2420 FAX: 509 - 924 -2583 BUS: 800 -486 -9617 LOADING (psi) TCLL +TCDL 40.0+ 8.0 =480 6011 + BCDL 0.0+ 10.0= 10.0 TOTAL = 58.0 Code: IRC2003/1P12002 SPACING: 2 -0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr: YES DelecUOn Criteria: 1/240 TC BC Web Max CS1: 0.50 0.26 0.00 Weight: 19 Ib Dale: 07 September 2005 Scale: 1:21.3 Check by: J:1 42264 EAGLE I umbermen's Building Centels, 10310 E. Montgomery. Spokane, WA 99200-4220 LUMBER -' "OP CHORD 2 X 4 HF 18009 1.6F HOT CI IORD 2 X 4 I IF 1800F 1.6E 1 ur -1-4 -0 0-0-0 , 14-0 , 741 FE5.TRE, Plies: 1, Qty: 2 6.200 s MITek Industries, Inc. Wednesday September 07 05:52:51.2005 Page REACTIONS FORCES (lb) • Maximum Compression/Maximum Tension Brg Location Gravity Uplift Size Req'd Harz TOP CHORD 2 0-0-0 448 -27 0-1 -8 0-0-9 0 1 -2 = 0/101 2 -3 =- 132/1453 -4 = -60/106 4 -5 = -160'0 3 6-0-0 452 - 197 0-1 -8 0-0-9 0 BOT CHORD 4 0-0-0 596 -84 1- 10- 12283568620198774050000000000000000000D9-0 -6. 010 6 6-0-0 114 24 0-5 -8 0-0-2 0 MAX Gravity MAX Uplift 4 596 (7) 3 -197 (7) 6 -0-0 AX Horizontal (1) (1) (2) (3) (5) (7) (1) (2) (4) (6) (7) (1) (2) (3) (4) (6) (7) (2) (7) 6 -0-0 9 -11 -11 5, 0 -0-0 6-0-0 6 -0-0 LUMBERMENS 10310 E. MONTGOMERY SPOKANE, WA 99206 PHN: 509- 924 -2420 FAX: 509 -924 -2583 BUS: 800 - 486 -9617 PLATES MT20 GRIP 1851148 BRACING TOP CHORD Structural wood sheathing directly applied or 0-0-0 or. purlIns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES 1) Wind: ASCE 7 -98; 90mph; h =25ft; TCDL =4.8551; FtCDL=4.2ps1; Category 11; Exp B; enclosed; MWFFFS gable end zone; cantilever felt and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip D0L =1.33. 2) TCLL: ASCE 7 -98; Pf=40.0 psf (Oat root show); Exp 0; Fully Exp. 3) This truss has been designed for greater of min roof live load 01111.0 psi or 2.00 Bo05 tat roof load of 40.0 psi o0 overhangs iron- concurrent wiblt otirer live loads. 4) This truss has been designed for 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) 0111+55 to bearhg plate al (01+1)5) 2, 3. 6) Provide mechanical connection (by others) of truss t0 bearing plate capable of withstanding 27 lb uplift at Joint 2, 84 lb uplift at Joint 4 and 197 lb uplift +t joint 3. 7) Beveled plate or shim required to pi ovide full bearing surface with truss chord at joint(s) 3. 8) This truss I5 designed In accordance with the 2003 International Residential Code sections R502.11.1 and F1802.10.2 and referenced standard ANSI/T PI 1. LOAD CASE(S) Standard LOADING (psf) TCLL +TCDL 40.0+ 8.0 =40.0 B CLL + °COL 0.0 +10.0 = 10.0 TOTAL = 58.0 Code: IRC2003/TP12002 SPACING: 2 -0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr: YES Deflection Criteria: L/240 TC BC Web Max CSI: 0.61 0.26 0.00 3:) Weight: 2210 Date: 07 September 2005 Scale: 1:25.7 Check by: #2264 EAGLE 7451 lwnbednens )3uildln (,enters, 10310E7-Montgomery. Spokne, WA 99206 -4220 FHR.TRE, Plies: 1, Qty: 2 8.200 s MITek Industries, Inc. Wednesday September 07 09:52:52 2005 Page LUMBER REACTIONS FORCES (Ib) - Maximum Compression /Maximum Tension PLATES GRIP FOP CHORD 2 X 4 HP 2400F 2.0E Brg Location Gravity Uplift Size Req'd Harz TOP CHORD MT20 1851148 BOT CHORD 2 X 4 HE 1800F 1.0E 2 0 -0-12 681 -51 0 -7 -11 0 -0-14 0 1-2 =0/108 2 -3 =- 162/28 3-4 = -127/0 4 -5 = -119191 WEDS 2 X 4 DF Stud/Std 8 12-0-0 357 -93 0-1-8 0-0-8 0 5 -6 =- 72/54 6-7 = -65/34 BRACING 5 8 -0 -0 490 - 130 0-1 -8 0-0-9 0 BOT CHORD TOP CHORD 8 2 -9-15 336 - 155 0-5-8 0-0-7 0 2 -6 = 0/0 Structural wood sheathing directly applied or 2 -9 -15 oc purllns. 7 0-0-0 134 -35 0-1 -8 2835686261987740500000000000000000000IE89 BOT CHORD MAX Gravity MAX UpIIR MAX Horizontal 3-8 = - 316/178 Rigid telling directly applied or 10-0 -0 oc bracing. 2 661 (7) 8 -155 (7) (1) (1) 2) (3) (4) (5) (6) (7) (1) (2) (3) (4) (5) (6) (7) (1) (2) (3) (4) (5) (6) (7) (2) (7) (1) (2) (3) (4) (5) (6) -1-10-10 (1-0 -0 1 -10 -10 , 2 -9 -15 2 -9 -15 (7) 12-5-0 4.24 [12 LUMBERMENS 103101 MONTGOMERY SPOKANE, WA 99206 PHN: 509 - 924 -2420 F/IX: 509-924-2583 BUS: 800- 486 -9617 NOTES 1) Wind ASCE 7 -98; 90nph; h =2511; 1 COL =4.Spsl; RCDL =4.2pst Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) TCLL: ASCE 7.98; P1= =40.0 psf (flat roof snow); Exp B; Fully Exp. 3) This truss has been designed for greater of min roof Ilya load of 10.8 psf or 2.00 times flat roof load of 40.0 psi on overhangs non - concurrent with other live loads. 4) This tens has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss 10 hearhgl plate at jolnl(s) 5, 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 Ib uplift at joint 7,510111111(01012. lb at 155 Ib uplift at joint 0, 1301b 0015 at joint 5 and 93 Ib uplift at joint 6. 7) Beveled plate or shim required to provide lull bearing surface with buss chord at jolnt(s) 5, 6. 8) This buss is designed In accordance with the 2003 International Residential Code sections 8502.11.1 and 8802.10.2 and referenced standard ANSI /fPI 1. LOAD CASE(S) Standard LOADING (psf) TCLL + TCDL 40.0+ 8.0 =46.0 BCLL * 8CDL 0.0+ 10.0= 10.0 TOTAL = 58.0 Code: I R C 2003/T P 12002 SPACING: 2 -0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr: NO Deflection Criteria; 0240 TC 6C Web Max CSI: 0.65 0.04 0.08 J:1 Weklhl: 26 Ib Dale: 07 September 2005 Scale: 1;33.3 Check by: #2264 EAGLE G,rnbermen's Building Centers, 10W) E. Montgomery, Spokane, WA 99206 -4220 Ll1MBIER TOP CHORD 2 X 4 1117 10008 1.0E BOT CHORD 2 X 4 HP 18008 1.6E 1 7451 FS1.TRE, Plies: 1, Qty: 2 6.200 s MITek Industries, Inc. Wednesday Sepleinber b7 09:52:9 2005 Page REACTIONS FORCES (Ib) - Maximum Compression/Maximum Tension Brg Location Gravity Uplift Size Req'd Horz TOP CHORD 2 0-0 -0 364 -71 0-5-8 0-0-8 0 1 -2 = 0/100 2 -3 = -66/13 3 0-0-0 46 -71 0-1 -0 28356862019877405000000000000000000BPIlOHORD 4 2 -0 -8 39 8 0-1.8 0-0-1 0 2-4 = 010 MAX Gravity MAX Uplift MAX Horizontal 2 364 (7) 2 -71 (5) 2 (1) 3 -71 (7) 3 (1) 3 (2) 3 3 (4) 3 (5) 3 (6) 3 (7) 4 (1) 4 (2) 4 (3) 4 (4) 4 (5) 4 (7) 2 (7) 0-0-0 1-4-0 2 6.00 12 T1 B1 2x4 0-0-0 2 -0-0 2 0 -0 07 0 LUMBERMENS 10310 E. MONTGOMERY SPOKANE, WA 99206 P1-IN: 509 - 924 -2420 FAX: 509- 924 -2583 At-1S: 800- 486 -9617 PLATES MT20 GRIP 185/148 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudbs. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7 -98; 96rnph; 5 =2511; TCD1.= 4.8ps1; BGOL =4.2psl, Category II; Exp 8; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL.-1.33 plate grip DOL =1.33. 2) TCLL: ASCE 7 -98; Pf=40.0 psf (bat root snow); Exp 0; Fully Exp. 3) This truss has been designed for greater of min mot live bad o118.0 psf or 2.00 limes flat root load of 40.0 psf on overhangs ran - concurrent with other live loads. 4) This truss has been designed for a 10.0 psi Wllom chord live load nonconcurrent with any other Inc I loads. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) al truss 10 bearing plate capable of withstanding 7118 uplift at Joint 2 and 71 lb uplift at joint 3. 7) This truss Is designed in accordance with the 2003 International Residential Code sections R502.11.1 and 8602.10.2 and referenced standard ANSI/IPI 1. LOAD CASE(S) Standard LOADING (psi) TCLL + TCOL 40.0 + 8.0 = 48.0 BCLL+ BCDL 0.0+ 10.0= 10.0 TOTAL =58.0 Code: IRC2003/TP12002 SPACING: 2 -0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr: YES Deflection Criteria: U240 TC BC Web Max CSI: 0.29 0.03 0.00 Weight: 7 lb Dole: 07 September 2005 Scale: 1:7.0 Check by: #2264 EAGLE - Lumbermen s 13111(16)6- Conlers,10310 E- Flontgomery , Spokane, WA 99206 -4220 7451 FS2.TRE, Plies: 1, Qty: 2 8.200 s MITek Industries, Inc. Wednesday September 0709:52:53 2005 Pape LUMBER REACTIONS FORCES (Ib) - Maximum CompresslonlMa imam Tension TOP CHORD 2 X 4IiF 1000F 1.60 Brg Location Gravity Uplift Size Req'd Horz TOP CHORD BOT CHORD 2 X 4 HP 1000F 1.0E 2 0-0 -1 361 -74 0-5-8 0-0-8 0 1 -2 = 0/100 2 -3 = -96/57 4 2 -0 -0 38 8 0-5-8 0 -0-1 0 BOT CHORD 3 0-0-12 182 -47 0-7 -11 28358882919877405000000000000000000090-0-* 0/0 -1-4-0 1-4-0 MAX Gravity MAX Uplift MAX Horizontal 2 381 (1) 2 -74 (5) 2 (1) 4 (2) 4 (4) 4 (5) 4 (6) 4 (7) 2 (2) 2 (7) 3 (1) 3 (2) 3 (3) 3 (4) 3 (5) 3 (7) 0 -0-0 2 -0-0 2 -0-0 2 6.00 Fri T1 2x4 = 0 -0-0 2 -0-0 2 -0-0 "7 PLATES MT20 GRIP 185/148 BRACING TOP CHORD Structural wood sheathing directly applied or 2 -0-0 00 mtins. BOT CHORD P1014 ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7 -98; 90mph; h =250:1 CDL =4.13psl BCDL =4 2ps1; Category II; Exp B; enclosed; MWFRS gable end zone; canglover left and right exposed ; end vertical left and right exposed; Lumlxer DOL =1.33 plate grip DOL =1.33. 2) TCLL: ASCE 7.98; PI=40.0 psf (flat roof snow); Exp 0; Fully Exp. 3) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Oat root load of 40.0 psf on overhangs non - concurrent Mgt other live loads. 4) This buss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 Ib uplift at Joint 3 and 74 11)009181 laird 2. 8) This truss Is designed in accordance with the 2003 Internalinnal Residential Code sections R502.11.1 and 8902,10.2 and referenced standard ANSIR PI 1. LOAD CASE(S) Standard LUMBERMENS 10310 E. MONTGOMERY SPOKANE, WA 99206 PHN: 509 -924 -2420 FAX: 509- 924 -2583 BUS: 800- 486 -7617 LOADING (psf) TCLL * TCDL 40.0+ 8.0 = 480 BCLL + BCDL 0.0+ 10.0= 10.0 TOTAL = 58.0 Code: I R C 2003/T P 12002 SPACING: 2 -0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr. YES Deflection Criteria: L/240 TC BC Web Max CSI: 0.29 0.03 0.00 J:1 Weight: 9 Ib Date: 07 September 2005 Scale: 1:10.5 Check by #2264 EAGLE 7451 Lumbernlen's Building Centerx710310 E v�tont0omery, S LUMBER TOP CHOR0 '2. X 4 HE 1800E 1.6E BOT CHORD 2 X 4 1-IF 1000F 1.6E OTHERS 2 X 4 DF Stud/Std 0 -0-0 pokane, WA 99206 -4220 13-0-0 REACTIONS Erg Location 1 0-0 -0 12 0-0-0 13 0-0 -0 14 0-0-0 15 0-0-0 21 0-0-0 20 0-0 -0 19 0 -0 -0 18 0-0 -0 17 0-0 -0 11 0 -0-0 Gravity 270 875 198 372 346 675 196 372 346 231 270 Uplift -13 -59 -17 -33 -30 -59 -17 -33 .30 5 -16 Size ReQd 26-0-0 0-3-10 26-0 -0 0-3 -10 28-0 -0 0-3-10 26-0.0 0 -3-10 28 -0-0 0-3 -10 26-0-0 0 -3-10 28 -0-0 0-3-10 28-0.0 0-3 -10 26-0-0 0-3-10 26-0 -0 0-3-10 28-0-0 0-3 -10 MAX Gravity MAX Uplift MAX Horizontal 12 675 (3) 12 -59 (6) 1 -40 (8) 21 675 (2) 12 -59 (8) 21 -59 (5) 21 -59 (7) Horz -4 0 13-0-0 FORCES (Ib) - Maximum Compresslon/M axlmum Tension TOP CHORD 1 -2 = -71170 2 -3 =- 81/36 3-4 = -37/44 4 -5 = -42/54 5-6 = -45/62 6-7 = -45/60 7 -8 = - 42/44 6-9 = -37/35 9-10 = -61/17 10-11= -71170 BOT CHORD 1 -21 = 0/29 20-21= 0/29 19-20= 0/29 18-19= 0/29 17-18= 0/29 16-17= 0/29 15-16= 0/29 14-15= 0/29 13-14= 0/29 12-13= 0/29 11 -12= 0/29 WEBS 6-17 = - 190/12 5-18 • - 309/47 4 -19 • - 320/50 3 -20 • - 200133 2 -21 = - 541/79 7.15 • - 309/48 8-14 • - 320/50 9-13 = - 200/33 10.12 = - 541/79 13 -0-0 N 1.TRE, Plies: 1, Qty: 1 6200 . s MITek Indusletes, Inc. Wednesday September 07 09:52:55 2005 )'ago 26-0-0 0 -0 -0 3.00 12 1.5x4 II 3T1 1.5x4 11 1.5x4 II 5 4 T 4x4 = 6 m T 1.5x4 11 7 1.5x4 II 8 1.5x4 I! T Ti 1.5x4 11 10 11 s g-4 x o--o- .art- 37(4 ii 21 20 19 18 17 16 1.5x4 II 1.5x4 II 1.5x4 1) 1.5x4 II 3x6 = 1.5x4 II 1.5x4 II 15 28 -0-0 14 1.5x4 11 13 12 1.5x4 II 1.5x4 II 3x4 26 -0-0 PLATES M 720 GRIP 185/140 BRACING TOP CHORD Structural wood sheathing directly applied or 0-0.0 oc purllns. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. 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 Gahlo End Detail" 2) TCLL: ASCF. 7 -98; Pf=40.0 psf (pat roof snow); Exp B; Fully Exp. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord Ilvo load nonconcurrenl with any other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2 -0-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 Ib uplift at Joint 1, 1014 uplift at joint 11, 30 Ib uplift at Joint 18, 33 Ib uplift 01 )nnl 19, 17 Ib uplift 0110101 20, 51) lb uplift at Joint 21, 30 Ib uplift at Joint 15, 33 Ib uplift al Joint 14, 17 Ib uplift al Joint 13 and 59 Ib uplift el teinl 12. 8) This truss Is designed In accordance with the 2003 International Residential Code sections 5502.11.1 and 5802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard WMBERMENS 10310 1?. MONTGOMERY SPOKANE, WA 99206 PHN: 509- 924 -2420 FAX: 509 -924 -2583 BUS: 800- 486 -9617 LOADING (psf) TCLL+ TCOL 40.0+ 8.0. 48.0 BGLI +BCDL 0.0+ 10.0 = 10.0 TOTAL • 50.0 Code: IR C2003/T P 12002 SPACING: 2-0-0 Plate Inc. 1.15 Lumber Inc. 1.15 Rep Stress Incr: YES Deflection Criteria: L/240 TC 13C Web Max CSI: 0.29 0.10 0.10 Weight: 7815 Dole: 07 September 2005 Scale: 1:42.1 Check by: