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Home My WebLink AboutLA187271 17818 Graphite Lane Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION SSSSSSSSW01W01W01W01W01W01W01W01W01W01W01W01UPSDSDCO/SD6'-8"9'-2 3/4"40'11'-10"5'-10"22'-4"2'38'22'-8 1/2"15'-3 1/2"2'63'25'-5 1/2"37'-6 1/2"37'-6 1/2"7'65'15'5'-9 1/2"14'-4 1/2"22'-10"14'-4 1/2"11'-2 3/4"8'-4"11'-2"7'16'15'-0 3/4"3'-10 1/2"4'-9"18'-11 1/2"4 1/2"22'-2"14'5'-5"14'-0 3/4"14'-1 1/2"(3) 9 1/2" LVLFP !"#$% &18" floor trusses @19.2" O.C.2x6 load bearing wallw/ 16" x 8" stripfootings2x6 load bearingwall w/ 16" x 8"strip footingsFire proof below stairs’(’(2x8 Joists @16" O.C.(3) 2 x8 Beam6x6 Treated posts-12" footings belled to 16" @ base-Footings to a minimum depth of 4'0"WINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTIONW01 5246MU 4 0 5246 62 " 54 " MULLED UNITW02 3020AW 5 1 3020AW 36 " 24 " AWNINGW03 61060MU 1 1 61060 82 " 72 " MULLED UNITW04 10452MU 1 1 10452 124 " 62 " MULLED UNITW05 2040DH 1 1 2040DH 24 " 48 " DOUBLE HUNGW06 2030FX 1 2 2030FX 24 " 36 " FIXED GLASS-CTOrfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE: 1/4"=1'0"Basement Floor Plan))))*++ ! + ! ))))))))))DATE:****(2) 2x10 HDR UNO*****Header spans up to 3'11"=1 trimmers, 4'0" and bigger =2 trimmers UNOPROJECT DESCRIPTION:SHEET TITLE:Sketch #1FULL BASEMENT- WALK OUT(FLIPPED)"Venezia"A-1Main Floor Plan 1765 Sq FtBasement 1405 sq ftTotal Finished Sq Ft 3170 Sq Ft.12/6/2020 UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.(3)2x10(3)2x102x10 joists@16" o.c.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/04/2021dmathews DWW02W02W02W02W02W02W03W03W03W04W04W04W02W02W02W02W02W02W05W05W05W02W02W02SDSDCO/SD4'-11"8'-4"7'16'2'6'7'2'6'63'25'-5 1/2"37'-6 1/2"10'5'5'-2"2'-7"2'-7"40'17'-8"22'-4"11'-2"11'-2"6'-3"2'22'-8 1/2"11'-8"11'-0 1/2"7'-7 3/4"13'-2 3/4"65'17'-1 3/4"6'-6"4'-6"3'-9 1/4"6'-5 1/2"5'-6"2'-6"11'-4 3/4"5'-7 7/8"5'-8 7/8"1'-8 1/8"4'-9 3/8"4'-2 3/4"9'3'-11"7'-3"10'4'4'10'-5"25'5'-3"1'-8 1/2"8'-2 1/4"4'4'3'-6",- + ,.$%/00++1 2 (2) 11 7/8" LVLPortal frame this wall3%- 4(4 %5 5+ 6*7!,-(2) 9 1/2" LVL689&"(2) 9 1/2" LVL: &11; ( ,-:%7%*<9 +* &7%(3) 2x10 Beam*5:! 5.!<+ WINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTIONW01 5246MU 4 0 5246 62 " 54 " MULLED UNITW02 3020AW 5 1 3020AW 36 " 24 " AWNINGW03 61060MU 1 1 61060 82 " 72 " MULLED UNITW04 10452MU 1 1 10452 124 " 62 " MULLED UNITW05 2040DH 1 1 2040DH 24 " 48 " DOUBLE HUNGW06 2030FX 1 2 2030FX 24 " 36 " FIXED GLASS-CTOrfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE: 1/4"=1'0"Main Floor PlanDATE:PROJECT DESCRIPTION:SHEET TITLE:Sketch #1FULL BASEMENT- WALK OUT(FLIPPED)"Venezia"A-2****(2) 2x10 HDR UNO*****Header spans up to 3'11"=1 trimmers, 4'0" and bigger =2 trimmers UNOMain Floor Plan 1765 Sq FtBasement 1405 sq ftTotal Finished Sq Ft 3170 Sq Ft.12/6/2020PFHPFHFANFAN -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Girder(2)9-1/2 LVL(2)14" LVL(2)2x6 bearing supports Orfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE: DATE:Elevations1/4"=1'0"9 in 12PROJECT DESCRIPTION:SHEET TITLE:Sketch #1FULL BASEMENT- WALK OUT(FLIPPED)"Venezia"A-3Window maximum U factor: .32Window fall protection is requied where the lowest part of the opening islocated more than 72" above finished floor. Operable sections ofwindows shall not permit openings that allow passage of a 4" diametersphere where such openings are located withing 36" of the finished floor.9 in 126 in 12Siding Percentages:Front Gable: 96 Sq Ft. (96 LP Shakes)Front Window: 108 Sq Ft. (52 Stone- 56 Lap)Front Door: 24 Sq Ft. (24 Lap)Right of Door: 150 Sq Ft. (150 Lap)Left of Door: 80 Sq Ft. (80 Lap)Garage Front: 184 Sq Ft. (64 Stone 120 Lap)Dormer: 49 Sq Ft. (49 Shake)3 Pillars: 360 Sq Ft. (180 Stone 180 LP)Totals: 1051 Sq Ft. LP Shake 145 Sq Ft. 14%LP Lap 430 Sq Ft. 41%Stone 145 Sq Ft. 28%LP Pillars 180 Sq Ft. 17%Sides and Back LP Lap6 in 1212/6/2020 1 ,!+ 1. 3=/ #1 * $ 3+++ > 1;" ,"9"1. 7%5 7% ?-( #+ > 1 ,"9"& $++ 8+# , 2+ 6-@ A" + - &""& #-% $ > & & 3+++ 6. " @% 2,# 6. 9-+ 1.# & ?+ 3 9? 0" ## 0+-! #!+ 8+ ,1 $ 6! *< *% , 0 ,!+&B; 8+8 5 - + 42"0 2 9-1. *%5;4)))) # *4TT FILTERING MATERIAL FABRICWRAPPED AROUND DRAIN GRAVELR15 Rigid Foam Polystyrene with a 6 Mil Poly SlipExterior drain tile1/2" Plywood Sheathing flush with rigid foamCOARSE GRAVEL SURROUND FILLCOMPACTED SOIL#4 Rebar Every 2' From Footing Into Wall4" GRAVEL BASEDrain Tile to Sump Basket and Pump6 Mil Vapor and Radon BarrierVAPOR BARRIER8" X 20"CONCRETEFOOTINGREINFORCING STEEL AS REQUIREDSILL SEALER4" CONCRETE SLAB#6 Rebar Vertically Placed 27" O.C.Treated 2x6 Sill Plate, Connectw/ 1/2" Dia. Sill Plate Boltswithin 12" from each corner and4'0" O.C. throughoutTREATED 2x6 SILL PLATE8" Poured ConcreteWallOrfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE:Cross Section1/4"=1'0" DATE:PROJECT DESCRIPTION:SHEET TITLE:Sketch #1FULL BASEMENT- WALK OUT(FLIPPED)"Venezia"A-412/6/2020 Job MASTER Truss A Truss Type Common Girder Qty 1 Ply 2 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:03 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-_g0zufR61G7cjUj1UEWH7AECdzfJzyrU0SVHC0zqT7g Scale = 1:53.7 T1 T1 B1 W3 W4 W1W2W1 HW1 HW1 1 10 2 3 4 13 5 9 11 8 7 6 1412 15 16 17 18 19 20 21 22 23 6x10 MT18HS 5x4 4x14 8x12 4x8 3x12 10x12 8x8 0-10-90-0-0 4-0-0 7-3-0 11-2-8 15-2-8 15-2-8 0-0-0 4-0-0 7-7-4 11-2-8 15-2-8 0-10-96-7-00-10-99.0012 Plate Offsets (X,Y)-- [1:Edge,0-6-12], [1:0-6-15,0-3-9], [1:0-2-6,0-1-12], [4:0-0-12,0-1-8], [5:Edge,0-5-12], [5:0-6-15,0-3-9], [5:0-2-6,0-1-12], [7:0-6-4,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO MNSRC2015/TPI2007 CSI. TC BC WB Matrix-MSH 0.39 0.54 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.22 0.04 (loc) 6-7 6-7 5 l/defl >999 >847 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 209 lb FT = 20% GRIP 197/144 197/144 LUMBER-TOP CHORD2x6 SPF 1650F 1.5E BOT CHORD2x8 SP 2400F 2.0E WEBS 2x3 SPF Stud *Except* W3: 2x4 DF 1800F 1.6E or 2x4 SPF 2100F 1.8E, W1: 2x4 DF No.2 or 2x4 DF-N No.1/No.2WEDGELeft: 2x3 SPF Stud , Right: 2x3 SPF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=(0-5-8 + Two SBP6 USP) (req. 0-9-1), 5=(0-5-8 + Two SBP6 USP) (req. 0-8-9) Max Horz1=90(LC 32) Max Grav1=11551(LC 1), 5=10955(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-10=-8156/0, 10-15=-13664/0, 2-15=-13503/0, 2-16=-10746/0, 3-16=-10713/0, 3-17=-9799/0, 4-17=-9832/0, 4-18=-13669/0, 13-18=-13831/0, 5-13=-8112/0 BOT CHORD 9-11=0/4687, 11-19=0/10777, 19-20=0/10777, 8-20=0/10777, 8-21=0/10777, 7-21=0/10777, 7-22=0/10883, 6-22=0/10883, 6-23=0/10883, 14-23=0/10883, 12-14=0/4705WEBS3-7=0/11609, 4-7=-3888/0, 4-6=0/4880, 2-7=-3091/0, 2-8=0/3913, 1-9=-7519/0, 10-11=0/1045, 9-10=-5327/0, 1-11=0/5428, 5-12=-7402/0, 13-14=0/817, 12-13=-5358/0, 5-14=0/5462 NOTES-(8-10) 1) 2-ply truss to be connected together with 10d (0.120"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 oc.Webs connected as follows: 2x4 - 1 row at 0-4-0 oc, Except member 4-6 2x4 - 1 row at 0-2-0 oc, member 2-8 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute onlyloads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. Continued on page 2 Job MASTER Truss A Truss Type Common Girder Qty 1 Ply 2 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:03 2020 Page 2 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-_g0zufR61G7cjUj1UEWH7AECdzfJzyrU0SVHC0zqT7g NOTES-(8-10)4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1)3-0-0 to 7-7-4, Exterior(2) 7-7-4 to 10-7-4, Interior(1) 10-7-4 to 15-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2543 lb down at 1-3-0, 3048 lb down at 3-3-0, 3048 lb down at 5-3-0, 3048 lb down at 7-3-0, 3048 lb down at 9-3-0, and 3048 lb down at 11-3-0, and 3048 lb down at 13-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.8) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent9) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 10) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-3=-90, 3-5=-90, 9-12=-20Concentrated Loads (lb) Vert: 6=-3048(B) 7=-3048(B) 19=-2543(B) 20=-3048(B) 21=-3048(B) 22=-3048(B) 23=-3048(B) Job MASTER Truss AG Truss Type Common Supported Gable Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:05 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-w28jJLTMYtNKyotQcfYlCbJcEmThR03mUm_OHvzqT7e Scale = 1:43.7 W1 T1 T1 W1B1 ST6ST5 ST4 ST3 ST2ST1 ST5 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 4x4 0-1-30-9-60-0-0 15-2-8 1-0-8 15-2-8 1-0-8 -1-0-8 0-0-0 7-7-4 15-2-8 16-3-0 0-10-96-7-06-10-30-10-99.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-R 0.13 0.04 0.13 DEFL.Vert(LL) Vert(TL) Horz(TL) in-0.01 -0.01 0.00 (loc)15 15 16 l/defln/r n/r n/a L/d120 120 n/a PLATESMT20 Weight: 81 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x4 DF Std or 2x4 SPF Stud OTHERS 2x3 SPF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 15-2-8.(lb) - Max Horz28=-119(LC 10)Max Uplift All uplift 100 lb or less at joint(s) 28, 16, 24, 25, 26, 27, 20, 19, 18, 17 Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-12)1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-8 to 1-11-8, Exterior(2) 1-11-8 to 7-7-4, Corner(3) 7-7-4 to 10-7-4, Exterior(2) 10-7-4 to 16-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualifiedbuilding designer as per ANSI/TPI 1.4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 16, 24, 25, 26, 27, 20, 19, 18, 17.10) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent11) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 12) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss AV1 Truss Type Valley Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:06 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-OFi6WhU?JBVAayScAM4_lpsmPAopATAwiQjxpLzqT7d Scale = 1:37.7 T1 T1 B1 ST2 ST1 ST11 2 3 4 5 8 7 6 9 10 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-0 13-1-0 13-1-0 0-0-0 6-6-8 13-1-0 4-10-149.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-SH 0.23 0.11 0.14 DEFL.Vert(LL) Vert(TL) Horz(TL) inn/a n/a 0.00 (loc) - - 5 l/defln/a n/a n/a L/d999 999 n/a PLATESMT20 Weight: 44 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 OTHERS 2x3 SPF Stud BRACING-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. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 13-1-0. (lb) - Max Horz1=72(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=303(LC 1), 8=419(LC 21), 6=419(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-8=-353/115, 4-6=-353/114 NOTES-(6-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) andC-C Exterior(2) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 6-6-8, Exterior(2) 6-6-8 to 9-6-8, Interior(1) 9-6-8 to 12-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-Cfor members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) Gable requires continuous bottom chord bearing. 4) This truss 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 to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 6) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent7) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2.8) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss AV2 Truss Type Valley Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:07 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-tRGUk1Ud4Ud1C51oj3bDH0Pvua5Fvxe3x4TVLnzqT7c Scale = 1:30.4 T1 T1 B1 ST1 1 2 3 4 5 6 7 8 3x4 5x4 3x4 1.5x4 0-0-0 10-5-0 10-5-0 0-0-0 5-2-8 10-5-0 3-10-149.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-SH 0.37 0.29 0.13 DEFL.Vert(LL) Vert(TL) Horz(TL) inn/a n/a 0.00 (loc) - - 3 l/defln/a n/a n/a L/d999 999 n/a PLATESMT20 Weight: 33 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 OTHERS 2x3 SPF Stud BRACING-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. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS. (size)1=10-5-0 (min. 0-1-10), 3=10-5-0 (min. 0-1-10), 4=10-5-0 (min. 0-1-10) Max Horz1=56(LC 11) Max Uplift1=-4(LC 12), 3=-4(LC 12) Max Grav1=290(LC 1), 3=290(LC 1), 4=470(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-5=-253/35, 3-8=-253/35WEBS2-4=-281/32 NOTES-(6-8) 1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) andC-C Exterior(2) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 5-2-8, Exterior(2) 5-2-8 to 8-2-8, Interior(1) 8-2-8 to 9-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-Cfor members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss 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 to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.6) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent7) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2.8) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss AV3 Truss Type Valley Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:08 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-LdqsxMVFrolupFb?Hn6SqEx5y_TJeOmDAkC2tEzqT7b Scale = 1:24.2 T1 T1 B1 ST1 1 2 3 4 5 6 7 8 2x4 4x4 2x4 1.5x4 0-0-0 7-9-0 7-9-0 0-0-0 3-10-8 7-9-0 2-10-149.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-P 0.29 0.10 0.07 DEFL.Vert(LL) Vert(TL) Horz(TL) inn/a n/a 0.00 (loc) - - 3 l/defln/a n/a n/a L/d999 999 n/a PLATESMT20 Weight: 24 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 OTHERS 2x3 SPF Stud BRACING-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. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS. (size)1=7-9-0 (min. 0-1-8), 3=7-9-0 (min. 0-1-8), 4=7-9-0 (min. 0-1-8) Max Horz1=41(LC 11) Max Uplift1=-11(LC 12), 3=-11(LC 12) Max Grav1=234(LC 1), 3=234(LC 1), 4=288(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 3-10-8, Exterior(2) 3-10-8 to 6-10-8, Interior(1) 6-10-8 to 7-3-12 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) Gable requires continuous bottom chord bearing. 4) This truss 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 to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent 7) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2.8) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss AV4 Truss Type Valley Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:09 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-pqOE8iWtc6tlRPABrUdhMRUJgNqZNsWMOOybQgzqT7a Scale = 1:17.3 T1 T1 B1 ST1 1 2 3 42x4 4x4 2x4 1.5x4 0-0-0 5-1-0 5-1-0 0-0-0 2-6-8 5-1-0 1-10-149.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-P 0.10 0.04 0.04 DEFL.Vert(LL) Vert(TL) Horz(TL) inn/a n/a 0.00 (loc) - - 3 l/defln/a n/a n/a L/d999 999 n/a PLATESMT20 Weight: 15 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 OTHERS 2x3 SPF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS. (size)1=5-1-0 (min. 0-1-8), 3=5-1-0 (min. 0-1-8), 4=5-1-0 (min. 0-1-8) Max Horz1=-25(LC 10) Max Uplift1=-7(LC 12), 3=-7(LC 12) Max Grav1=143(LC 1), 3=143(LC 1), 4=176(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.603) Gable requires continuous bottom chord bearing. 4) This truss 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 to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent 7) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2.8) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss B Truss Type Piggyback Base Qty 9 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:10 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-H0xcM2XVNP?c3ZlNPC8wvf1QZn5i646Wd2h9y6zqT7Z Scale = 1:100.3 T2 T3 T2 B1 W1 W2 W3 W4 W5 W6 W5 W7 W8 W4 W3 W2 W1 T1 T1 B1B3B21 2 25 3 4 5 6 7 8 9 10 11 12 28 1314 24 26 23 22 21 20 19 18 17 16 15 29 27 30 31 32 33 4x6 8x8 8x8 4x6 4x6 4x6 6x6 3x5 6x8 6x6 6x8 3x4 6x6 6x6 6x6 6x8 6x6 3x5 4x6 4x6 4x6 0-1-30-0-0 8-9-11 16-11-0 28-3-6 37-10-12 46-0-0 54-1-5 62-11-0 1-0-8 62-11-0 1-0-8 -1-0-8 0-0-0 7-9-5 14-10-4 21-11-3 28-3-6 34-7-10 40-11-13 48-0-12 55-1-11 62-11-0 63-11-8 0-7-711-7-112-0-00-7-711-7-16.0012 Plate Offsets (X,Y)-- [6:0-4-0,0-3-8], [9:0-4-0,0-3-8], [15:0-2-8,0-3-0], [17:0-2-8,0-3-0], [21:0-2-8,0-3-0], [23:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES MNSRC2015/TPI2007 CSI. TC BC WB Matrix-MSH 0.35 0.37 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.31 0.05 (loc) 21-23 20-21 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 383 lb FT = 20% GRIP 197/144 LUMBER-TOP CHORD2x6 SPF 1650F 1.5E BOT CHORD2x6 SPF 1650F 1.5E WEBS 2x3 SPF Stud *Except* W4,W6: 2x4 DF Std or 2x4 SPF Stud, W5,W8: 2x4 DF No.2 or 2x4 DF-N No.1/No.2W7: 2x4 DF 1800F 1.6E or 2x4 SPF 2100F 1.8E BRACING-TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 6-20, 7-20, 8-18, 10-172 Rows at 1/3 pts 9-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (size)2=0-5-8 (min. 0-2-15), 18=(0-5-8 + Two SBP6 USP) (req. 0-7-1), 13=0-5-8 (min. 0-1-10)Max Horz2=-187(LC 10)Max Uplift13=-8(LC 12)Max Grav2=1869(LC 21), 18=4492(LC 1), 13=1021(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-1800/7, 25-30=-3110/108, 3-30=-2927/126, 3-4=-2942/165, 4-5=-2684/186, 5-6=-2013/247, 6-7=-592/183, 7-31=-592/183, 31-32=-592/183, 8-32=-592/183, 8-9=0/1402, 9-10=-132/679, 10-11=-883/274, 11-12=-1142/216, 12-33=-1121/241, 28-33=-1304/198, 13-28=-965/0BOT CHORD 24-26=-31/1710, 23-26=-36/2663, 22-23=0/1927, 21-22=0/1927, 20-21=0/1120, 19-20=-694/155, 18-19=-694/155, 17-18=-879/176, 16-17=-495/254, 15-16=-495/254, 15-29=-177/1057, 27-29=-16/1006 WEBS 3-23=-594/133, 5-23=-54/937, 5-21=-1022/195, 6-21=-74/1313, 6-20=-1181/92, 7-20=-594/120, 8-20=-37/2076, 8-18=-2516/163, 9-18=-1954/133, 9-17=-97/1263, 10-17=-1051/192, 10-15=-47/1039, 12-15=-624/134, 2-24=-1251/47, 25-26=-335/186, 24-25=-567/7, 2-26=-5/271, 13-27=-733/37, 13-29=-253/50 NOTES-(8-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=63ft; eave=7ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-8 to 5-3-0, Interior(1) 5-3-0 to 21-11-3, Exterior(2) 21-11-3 to 30-10-0, Interior(1) 30-10-0 to 40-11-13, Exterior(2) 40-11-13 to 49-10-9, Interior(1) 49-10-9 to 63-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Continued on page 2 Job MASTER Truss B Truss Type Piggyback Base Qty 9 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:10 2020 Page 2 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-H0xcM2XVNP?c3ZlNPC8wvf1QZn5i646Wd2h9y6zqT7Z NOTES-(8-10)3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing ofMetal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspectionof the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.8) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent9) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 10) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss B1 Truss Type Piggyback Base Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:11 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-lCV?ZOY78j7TgjKayvf9SsZYfBRlrY0fshRiUZzqT7Y Scale = 1:94.9 T2 T3 T4 B1 W1 W2 W3 W4 W5 W6 W5 W7 W8 W9 W10 W12W11T1 B4B3B21 2 23 3 4 5 6 7 8 910 11 12 22 24 21 2019 18 17 16 15 14 13 25 26 27 28 29 30 31 4x6 6x6 8x8 6x6 4x6 4x6 4x4 2x4 4x4 5x4 2x4 6x8 6x6 4x4 2x4 3x4 4x8 4x6 4x6 4-1-70-0-0 8-9-11 16-11-0 28-3-6 37-10-12 55-11-0 1-0-8 55-11-0 -1-0-8 0-0-0 7-9-5 14-10-4 21-11-3 28-3-6 34-7-10 40-11-13 48-0-12 55-11-0 0-7-711-7-112-0-04-1-711-7-16.0012 Plate Offsets (X,Y)-- [6:0-3-0,0-2-12], [9:0-4-0,0-3-8], [10:0-1-8,0-0-12], [12:Edge,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES MNSRC2015/TPI2007 CSI. TC BC WB Matrix-MSH 0.45 0.38 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.31 0.06 (loc) 19-21 18-19 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 356 lb FT = 20% GRIP 197/144 LUMBER-TOP CHORD2x6 SPF 1650F 1.5E BOT CHORD2x6 SPF 1650F 1.5E WEBS 2x3 SPF Stud *Except* W4,W6,W12: 2x4 DF Std or 2x4 SPF Stud, W5,W7,W8,W9: 2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 6-18, 7-18, 9-16, 10-14, 11-14, 12-142 Rows at 1/3 pts 8-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (size)2=0-5-8 (min. 0-3-1), 16=0-5-8 (min. 0-5-8), 14=0-5-8 (min. 0-1-13)Max Horz2=222(LC 11)Max Uplift14=-199(LC 21)Max Grav2=1946(LC 21), 16=3508(LC 1), 14=1169(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-1872/0, 23-25=-3273/88, 3-25=-3118/108, 3-4=-3105/137, 4-26=-2851/167, 5-26=-2846/171, 5-6=-2181/194, 6-7=-786/177, 7-27=-786/177, 27-28=-786/177, 28-29=-786/177, 8-29=-786/177, 8-9=0/877, 9-10=0/905, 10-11=-34/555, 11-30=-110/579, 30-31=-110/546, 12-31=-143/397BOT CHORD 22-24=-118/1769, 21-24=-130/2808, 20-21=-91/2077, 19-20=-91/2077, 18-19=-16/1270, 15-16=-579/157, 14-15=-579/157 WEBS 3-21=-589/127, 5-21=-47/924, 5-19=-1019/186, 6-19=-62/1311, 6-18=-1008/117, 7-18=-599/118, 8-18=-69/1909, 8-16=-2344/188, 9-16=-1096/56, 10-14=-62/707, 11-14=-751/200, 12-14=-422/177, 2-22=-1296/46, 23-24=-345/181, 22-23=-614/0, 2-24=-21/313 NOTES-(7-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=56ft; eave=7ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-8 to 4-6-10, Interior(1) 4-6-10 to 21-11-3, Exterior(2) 21-11-3 to 29-10-2, Interior(1) 29-10-2 to 40-11-13, Exterior(2) 40-11-13 to 48-10-11, Interior(1) 48-10-11 to 55-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss 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 to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=199.Continued on page 2 Job MASTER Truss B1 Truss Type Piggyback Base Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:12 2020 Page 2 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-DP3NnkYlv1FKItvmWdBO_46jPbn_a?Fo5LAG0?zqT7X NOTES-(7-9)6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.7) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent8) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 9) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss B2 Truss Type PIGGYBACK BASE Qty 2 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:13 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-hbdl_4ZOgKNBw0Uy4KidXHfvf_5IJTEyJ?wpZRzqT7W Scale = 1:94.2 T2 T3 T4 B1 W1 W2 W3 W4 W5 W6 W5 W7 W8 W9 W10 W12W11 T1 B4B3B2 1 21 2 3 4 5 6 7 8 9 10 20 22 19 1817 16 15 14 13 12 11 23 24 25 26 27 28 29 30 4x6 6x6 8x8 6x6 4x8 6x6 4x4 2x4 4x4 5x4 2x4 4x8 4x4 6x6 2x4 3x4 6x8 4x6 4x6 4-1-70-0-0 8-9-11 16-11-0 28-3-6 37-10-12 55-11-0 55-11-0 0-0-0 7-9-5 14-10-4 21-11-3 28-3-6 34-7-10 40-11-13 48-0-12 55-11-0 0-7-711-7-14-1-711-7-16.0012 Plate Offsets (X,Y)-- [5:0-3-0,0-2-12], [8:0-4-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES MNSRC2015/TPI2007 CSI. TC BC WB Matrix-MSH 0.42 0.50 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.50 0.14 (loc) 17-19 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 351 lb FT = 20% GRIP 197/144 LUMBER-TOP CHORD2x6 SPF 1650F 1.5E BOT CHORD2x6 SPF 1650F 1.5E WEBS 2x3 SPF Stud *Except* W4,W6,W7,W8,W12: 2x4 DF Std or 2x4 SPF Stud, W5: 2x4 DF No.2 or 2x4 DF-N No.1/No.2W9: 2x4 SPF 2400F 2.0E BRACING-TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-13 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-16, 6-16, 9-12, 10-122 Rows at 1/3 pts 7-14, 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (size)1=Mechanical, 12=(0-5-8 + Two SBP6 USP) (req. 0-5-10)Max Horz1=216(LC 11)Max Grav1=2563(LC 21), 12=3587(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-2505/47, 21-23=-4806/109, 2-23=-4609/129, 2-3=-4634/160, 3-24=-4379/190, 4-24=-4375/194, 4-5=-3752/227, 5-25=-2597/182, 6-25=-2597/182, 6-26=-2597/182, 26-27=-2597/182, 27-28=-2597/182, 7-28=-2597/182, 7-8=-1624/141, 8-9=-32/545, 9-29=-109/566, 29-30=-110/533, 10-30=-142/382BOT CHORD 20-22=-151/2321, 19-22=-173/4173, 18-19=-134/3477, 17-18=-134/3477, 16-17=-60/2675, 15-16=0/2067, 14-15=0/2067, 13-14=0/1137, 12-13=0/1137 WEBS 2-19=-568/137, 4-19=-64/874, 4-17=-1009/186, 5-17=-62/1306, 5-16=-192/253, 6-16=-604/117, 7-16=-42/1092, 7-14=-1604/165, 8-14=-32/1788, 8-12=-2847/139, 9-12=-769/205, 10-12=-403/176, 1-20=-1556/3, 21-22=-573/192, 20-21=-1093/0, 1-22=-20/788 NOTES-(7-9)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=56ft; eave=7ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-7-2, Interior(1) 5-7-2 to 21-11-3, Exterior(2) 21-11-3 to 29-10-2, Interior(1) 29-10-2 to 40-11-13, Exterior(2) 40-11-13 to 48-10-11, Interior(1) 48-10-11 to 55-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) Refer to girder(s) for truss to truss connections.Continued on page 2 Job MASTER Truss B2 Truss Type PIGGYBACK BASE Qty 2 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:13 2020 Page 2 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-hbdl_4ZOgKNBw0Uy4KidXHfvf_5IJTEyJ?wpZRzqT7W NOTES-(7-9)6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.7) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent8) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 9) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss B3 Truss Type PIGGYBACK BASE Qty 6 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:14 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-9nB7CQa0ReV2XA38e2Ds3VBz3OPA2wc5YffM5tzqT7V Scale = 1:94.2 T2 T3 T4 B1 W1 W2 W3 W4 W5 W6 W5 W7 W8 W9 W10 W12 W11 T1 B3B2 1 21 2 3 4 5 6 7 8 9 10 20 22 19 1817 16 15 14 13 12 11 23 24 25 26 27 28 29 30 4x6 6x6 6x6 4x9 6x6 4x4 2x4 4x4 5x4 2x4 4x8 4x4 4x8 2x4 3x14 M18SHS4x9 6x6 4x6 6x6 4-1-70-0-0 8-9-11 16-11-0 28-3-6 37-10-12 55-11-0 55-11-0 0-0-0 7-9-5 14-10-4 21-11-3 28-3-6 34-7-10 40-11-13 48-0-12 55-11-0 0-7-711-7-14-1-711-7-16.0012 Plate Offsets (X,Y)-- [1:0-9-0,0-0-5], [5:0-3-0,0-2-12], [11:0-5-8,Edge], [12:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES MNSRC2015/TPI2007 CSI. TC BC WB Matrix-MSH 0.89 0.59 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.69 0.21 (loc) 17-19 16-17 11 l/defl >999 >973 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 358 lb FT = 20% GRIP 197/144 197/144 LUMBER-TOP CHORD2x6 SPF 1650F 1.5E BOT CHORD2x6 SPF 1650F 1.5E WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2 *Except* W1,W2,W3,W10: 2x3 SPF Stud, W4,W6,W7,W8: 2x4 DF Std or 2x4 SPF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-10 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-16, 7-14, 8-12, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (size)1=Mechanical, 11=0-5-8 (min. 0-4-13) Max Horz1=216(LC 11)Max Grav1=3068(LC 1), 11=3066(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-3003/80, 21-23=-5884/182, 2-23=-5687/202, 2-3=-5709/233, 3-24=-5455/263, 4-24=-5450/267, 4-5=-4865/315, 5-25=-3880/272, 6-25=-3880/272, 6-26=-3880/272, 26-27=-3880/272, 27-28=-3880/272, 7-28=-3880/272, 7-8=-3347/260, 8-9=-3293/302, 9-29=-3025/182, 29-30=-3027/178, 10-30=-3303/157, 10-11=-2992/163BOT CHORD 20-22=-183/2752, 19-22=-249/5132, 18-19=-212/4468, 17-18=-212/4468, 16-17=-138/3671, 15-16=-120/3638, 14-15=-120/3638, 13-14=-86/3005, 12-13=-86/3005WEBS2-19=-554/136, 4-19=-61/841, 4-17=-1001/185, 5-17=-62/1303, 5-16=-7/790, 6-16=-602/117, 7-16=0/643, 7-14=-1215/119, 8-14=-4/1412, 8-12=-726/17, 9-12=-748/204, 10-12=-86/3064, 1-20=-1861/24, 21-22=-655/197, 20-21=-1382/0, 1-22=-41/1035 NOTES-(8-10)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=56ft; eave=7ft; Cat. II; Exp B; Enclosed; MWFRS (directional) andC-C Exterior(2) 0-0-0 to 5-7-2, Interior(1) 5-7-2 to 21-11-3, Exterior(2) 21-11-3 to 29-10-2, Interior(1) 29-10-2 to 40-11-13, Exterior(2) 40-11-13 to 48-10-11, Interior(1) 48-10-11 to 55-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) Refer to girder(s) for truss to truss connections.Continued on page 2 Job MASTER Truss B3 Truss Type PIGGYBACK BASE Qty 6 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:15 2020 Page 2 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-e_lVPmbeCydv9KeLBlk5cik8pokPnNsFnJPwdKzqT7U NOTES-(8-10)7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.8) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent9) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 10) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss B3G Truss Type GABLE Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:19 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-Wl_0F7e8FA8Kexx6Qbp1mYv01PFJjLMqixN7m5zqT7Q Scale = 1:89.2 T2 T3 T4 W1 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST16 ST16 ST16 ST16 ST16 ST16 ST16 ST16 ST16 ST16 ST16 ST16 ST16 ST16 ST15 ST14 ST13 ST12 ST11 ST10 ST9 ST8 ST7 ST6 B3B3B2 1 2 3 4 5 6 7 8 9 10 11 12 13 16 17 18 19202122232425262728293031323334 35 36 37 38 39 40 41 42 43 4445 8988878685848382818079 7877 7675747372 71706968676665646362616059 5857 5655 5453525150494847 46 90 91 92 934x6 6x6 6x6 3x4 3x4 4x6 4x6 4x6 4x6 4-1-70-0-0 55-11-0 55-11-0 0-0-0 21-11-3 40-11-13 55-11-0 0-7-711-7-14-1-711-7-16.0012 Plate Offsets (X,Y)-- [18:0-0-0,0-2-12], [18:0-3-0,0-4-0], [19:0-1-12,0-0-0], [33:0-1-12,0-0-0], [34:0-0-0,0-2-12], [34:0-3-0,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES MNSRC2015/TPI2007 CSI. TC BC WB Matrix-SH 0.11 0.01 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 46 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 565 lb FT = 20% GRIP 197/144 LUMBER-TOP CHORD2x6 SPF 1650F 1.5E BOT CHORD2x6 SPF 1650F 1.5E WEBS 2x4 DF Std or 2x4 SPF Stud OTHERS 2x3 SPF Stud *Except* ST15,ST16: 2x4 DF Std or 2x4 SPF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 18-34. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 14-77, 15-76, 16-75, 17-74, 19-73, 20-72, 21-70, 22-69, 23-68, 24-67,25-66, 26-65, 27-64, 28-63, 29-62, 30-61, 31-60, 32-59, 33-57, 35-56,36-55, 37-54, 38-53 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 55-11-0.(lb) - Max Horz1=217(LC 11)Max Uplift All uplift 100 lb or less at joint(s) 46, 1, 89, 88, 87, 86, 85, 84, 83, 82, 81, 80, 79, 77, 76, 75, 55, 54, 53, 52, 51, 50, 49, 47 Max Grav All reactions 250 lb or less at joint(s) 46, 1, 89, 88, 87, 86, 85, 84, 83, 82, 81, 80, 79, 77, 76, 75, 74, 73, 72, 70, 69, 68, 67, 66, 65, 64, 63, 62, 61, 60, 59, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 12-13=-145/252, 13-91=-139/270, 14-91=-128/277, 14-15=-134/302, 15-16=-129/329, 16-17=-132/353, 17-18=-135/356, 18-19=-125/342, 19-92=-125/342, 20-92=-125/342, 20-21=-125/342, 21-22=-125/342, 22-23=-125/342, 23-24=-125/342, 24-25=-125/342, 25-26=-125/342, 26-27=-125/342, 27-28=-125/342, 28-29=-125/342, 29-30=-125/342, 30-31=-125/342, 31-32=-125/342, 32-33=-125/342, 33-34=-125/342, 34-35=-135/350, 35-36=-132/332, 36-37=-126/294, 37-38=-116/253 NOTES-(11-13)1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=56ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-0-0 to 5-7-2, Exterior(2) 5-7-2 to 21-11-3, Corner(3) 21-11-3 to 27-5-8, Exterior(2) 27-5-8 to 40-11-13, Corner(3) 40-11-13 to 46-6-14, Exterior(2) 46-6-14 to 55-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualifiedbuilding designer as per ANSI/TPI 1.Continued on page 2 Job MASTER Truss B3G Truss Type GABLE Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:19 2020 Page 2 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-Wl_0F7e8FA8Kexx6Qbp1mYv01PFJjLMqixN7m5zqT7Q NOTES-(11-13)4) Provide adequate drainage to prevent water ponding.5) All plates are 2x4 MT20 unless otherwise indicated.6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 46, 1, 89, 88, 87, 86, 85, 84, 83, 82, 81, 80, 79, 77, 76, 75, 55, 54, 53, 52, 51, 50, 49, 47. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.11) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent12) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 13) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss BG-P Truss Type GABLE Qty 2 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:21 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-S76ngpfPnoO2tF5VY0rVrz_NSDwhBHB79FsEr_zqT7O Scale = 1:34.0 T1 T1 B1 ST6ST5ST4ST3ST2 ST1 ST5 ST4 ST3 ST2 ST1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 1 27 28 29 30 15 4x4 3x4 3x4 0-0-0 19-0-10 19-0-10 0-0-0 9-6-5 19-0-10 4-9-20-1-106.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-SH 0.05 0.02 0.06 DEFL.Vert(LL) Vert(TL) Horz(TL) inn/a n/a 0.00 (loc) - - 15 l/defln/a n/a n/a L/d999 999 n/a PLATESMT20 Weight: 72 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 OTHERS 2x3 SPF Stud BRACING-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. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 19-0-10. (lb) - Max Horz1=-59(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 23, 24, 25, 26, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 1, 15, 2, 14, 21, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) 0-3-15 to 3-3-15, Exterior(2) 3-3-15 to 9-6-5, Corner(3) 9-6-5 to 12-6-5, Exterior(2) 12-6-5 to 18-8-11 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualifiedbuilding designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15, 23, 24, 25, 26, 19, 18, 17, 16.9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent 11) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 12) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss B-P Truss Type GABLE Qty 18 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:23 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-PWEX4VhfJPem6ZFtfRtzxO3fy0bff9BQcZLLvszqT7M Scale = 1:35.8 T1 T1 B1 ST2 ST1 ST1 2 3 4 5 6 10 9 8 1 11 12 13 14 7 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-0 19-0-10 19-0-10 0-0-0 9-6-5 19-0-10 4-9-20-1-106.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-SH 0.30 0.12 0.15 DEFL.Vert(LL) Vert(TL) Horz(TL) inn/a n/a 0.00 (loc) - - 7 l/defln/a n/a n/a L/d999 999 n/a PLATESMT20 Weight: 59 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 OTHERS 2x3 SPF Stud BRACING-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. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 19-0-10. (lb) - Max Horz1=-59(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 8 except 1=-195(LC 1), 7=-195(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=532(LC 1), 6=532(LC 1), 9=331(LC 1), 10=519(LC 21), 8=519(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 4-9=-260/19, 3-10=-423/172, 5-8=-423/172 NOTES-(9-11) 1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) andC-C Corner(3) 0-3-15 to 3-3-15, Exterior(2) 3-3-15 to 9-6-5, Corner(3) 9-6-5 to 12-6-5, Exterior(2) 12-6-5 to 18-8-11 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8 except (jt=lb) 1=195, 7=195. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent 10) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 11) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss BS Truss Type GABLE Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:28 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-lU1Q8Clo8xG3DK7rS_T8eSmU11EwKDZ9mr26b4zqT7H Scale = 1:105.6 T2 T3 T2 B1 W1 W2 W3 W4 W5 W6 W5 W7 W8 W4 W3 W2 W1 T1 T1 B1B3B2ST1ST3 ST7 ST8 ST11 ST12 ST14 ST16 ST18 ST19 ST20 ST21 ST22 ST23 ST24 ST25 ST26 ST27 ST28 ST29 ST30 ST31 ST33 ST34 ST35 ST36 ST37 ST38 ST39 ST40 ST44 ST45 ST47 ST48 ST21 ST19 ST20 ST18 ST16 ST15 ST11 ST12 ST7 ST8 ST4 ST21 2 157 3 4 5 6 7 8 9 10 11 12 160 13 14 156 158 23 22 21 20 19 18 17 16 15 161 159 162 163 164 165 4x6 8x8 8x8 4x6 4x6 4x6 6x6 6x8 6x6 6x8 3x4 6x6 6x6 6x6 6x8 6x6 4x6 4x6 4x6 3x4 4x8 4x8 4x8 4x14 4x14 4x8 4x8 4x8 3x4 0-1-30-0-0 8-9-11 16-11-0 28-3-6 37-10-12 46-0-0 54-1-5 62-11-0 1-0-8 62-11-0 1-0-8 -1-0-8 0-0-0 7-9-5 14-10-4 21-11-3 28-3-6 34-7-10 40-11-13 48-0-12 55-1-11 62-11-0 63-11-8 0-7-711-7-112-0-00-7-711-7-16.0012 Plate Offsets (X,Y)-- [4:0-2-13,Edge], [6:0-4-0,0-3-8], [9:0-4-0,0-3-8], [11:0-2-13,Edge], [15:0-2-8,0-3-0], [17:0-2-8,0-3-0], [21:0-2-8,0-3-0], [23:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES MNSRC2015/TPI2007 CSI. TC BC WB Matrix-MSH 0.35 0.37 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.31 0.05 (loc) 21-23 20-21 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 643 lb FT = 20% GRIP 197/144 LUMBER-TOP CHORD2x6 SPF 1650F 1.5E BOT CHORD2x6 SPF 1650F 1.5E WEBS 2x3 SPF Stud *Except* W4,W6: 2x4 DF Std or 2x4 SPF Stud, W5,W8: 2x4 DF No.2 or 2x4 DF-N No.1/No.2W7: 2x4 DF 1800F 1.6E or 2x4 SPF 2100F 1.8EOTHERS2x3 SPF Stud *Except* ST23: 2x4 DF Std or 2x4 SPF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 6-20, 7-20, 8-18, 10-172 Rows at 1/3 pts 9-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (size)2=0-5-8 (min. 0-2-15), 18=(0-5-8 + Two SBP6 USP) (req. 0-7-1), 13=0-5-8 (min. 0-1-10) Max Horz2=-187(LC 10)Max Uplift13=-8(LC 12)Max Grav2=1869(LC 21), 18=4492(LC 1), 13=1021(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-157=-1800/7, 157-162=-3110/108, 3-162=-2927/126, 3-4=-2942/165, 4-5=-2684/186, 5-6=-2013/247, 6-7=-592/183, 7-163=-592/183, 163-164=-592/183, 8-164=-592/183, 8-9=0/1402, 9-10=-132/679, 10-11=-883/274, 11-12=-1142/216, 12-165=-1121/241, 160-165=-1304/198, 13-160=-965/0BOT CHORD 156-158=-31/1710, 23-158=-36/2663, 22-23=0/1927, 21-22=0/1927, 20-21=0/1120, 19-20=-694/155, 18-19=-694/155, 17-18=-879/176, 16-17=-495/254, 15-16=-495/254, 15-161=-177/1057, 159-161=-16/1006 WEBS 3-23=-594/133, 5-23=-54/937, 5-21=-1022/195, 6-21=-74/1313, 6-20=-1181/92, 7-20=-594/120, 8-20=-37/2076, 8-18=-2516/163, 9-18=-1954/133, 9-17=-97/1263, 10-17=-1051/192, 10-15=-47/1039, 12-15=-624/134, 2-156=-1251/47, 157-158=-335/186, 156-157=-567/7, 2-158=-5/271, 13-159=-733/37, 13-161=-253/50 NOTES-(11-13)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=63ft; eave=7ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-8 to 5-3-0, Interior(1) 5-3-0 to 21-11-3, Exterior(2) 21-11-3 to 30-10-0, Interior(1) 30-10-0 to 40-11-13, Exterior(2) 40-11-13 to 49-10-9, Interior(1) 49-10-9 to 63-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60Continued on page 2 Job MASTER Truss BS Truss Type GABLE Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:29 2020 Page 2 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-DgboLYlQvFOwqUi10h_NAfJfnRa93gpJ?Vof7WzqT7G NOTES-(11-13)3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing ofMetal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner’s authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x5 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc.8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent 12) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 13) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss C Truss Type Common Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:30 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-hs9AYum2gYWnSeHDaPVcjtsqxrxPoFvSD9XDfyzqT7F Scale = 1:59.7 T1 T1 B1 W4 W3 W4 W3 W1 W2 W1 W21 2 3 4 5 9 8 7 6 10 11 12 13 3x4 5x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 0-10-90-0-0 6-8-4 12-2-12 18-11-0 18-11-0 0-0-0 4-10-0 9-5-8 14-1-0 18-11-0 0-10-97-11-110-10-99.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-MSH 0.38 0.30 0.47 DEFL.Vert(LL) Vert(TL) Horz(TL) in-0.04 -0.11 0.01 (loc)8-9 8-9 6 l/defl>999 >999 n/a L/d240 180 n/a PLATESMT20 Weight: 89 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x3 SPF Stud *Except* W1: 2x4 DF Std or 2x4 SPF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS. (size)7=0-4-8 (min. 0-1-8), 9=0-4-8 (min. 0-1-8), 6=0-4-8 (min. 0-1-8) Max Horz9=127(LC 11) Max Grav7=957(LC 1), 9=688(LC 1), 6=404(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-10=-366/44, 2-11=-613/76, 3-11=-471/107, 5-13=-293/42, 1-9=-336/59, 5-6=-287/57BOT CHORD 8-9=0/526 WEBS 3-7=-514/0, 4-7=-390/118, 3-8=-32/460, 2-8=-352/117, 2-9=-430/0 NOTES-(4-6)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) andC-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-5-8, Exterior(2) 9-5-8 to 12-5-8, Interior(1) 12-5-8 to 18-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent5) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2.6) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss C1 Truss Type Common Qty 3 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:31 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-A3jYmEngRsed4nsQ760rF4O?2FHeXiCbSpHmBOzqT7E Scale = 1:59.7 T1 T2 B1 W3 W4 W4 W3 W6 W5 W1 W21 2 3 4 5 9 8 7 6 10 11 12 13 3x4 5x4 2x4 3x4 3x4 3x4 3x4 3x4 3x4 1-5-110-0-0 6-8-4 12-2-12 18-1-8 18-1-8 0-0-0 4-10-0 9-5-8 14-1-0 18-1-8 0-10-97-11-111-5-119.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-MSH 0.36 0.30 0.47 DEFL.Vert(LL) Vert(TL) Horz(TL) in-0.04 -0.11 0.01 (loc)8-9 8-9 6 l/defl>999 >999 n/a L/d240 180 n/a PLATESMT20 Weight: 87 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x3 SPF Stud *Except* W6,W1: 2x4 DF Std or 2x4 SPF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS. (size)6=0-5-8 (min. 0-1-8), 7=0-4-8 (min. 0-1-8), 9=0-4-8 (min. 0-1-8) Max Horz9=133(LC 11) Max Grav6=359(LC 1), 7=917(LC 1), 9=685(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-10=-365/45, 2-11=-608/77, 3-11=-467/108, 1-9=-335/59BOT CHORD 8-9=-13/522 WEBS 2-8=-352/117, 3-8=-30/463, 3-7=-537/2, 4-7=-337/112, 2-9=-427/0 NOTES-(4-6)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) andC-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-5-8, Exterior(2) 9-5-8 to 12-5-8, Interior(1) 12-5-8 to 17-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent5) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2.6) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss CS Truss Type GABLE Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:32 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-eFHxzaoIBAmUhxRchpX4oIx32fd6G94lhT0JkrzqT7D Scale = 1:59.7 T1 T1 B1 W3 W2 W3 W2 ST9 ST7 ST8 ST6 ST4 ST5 ST3ST2ST1 ST7 ST8 ST6 ST4 ST5 ST3 ST2 ST1W1 W112 3 4 5 6 7 11 10 9 8 41 42 43 44 4x9 4x9 4x9 3x4 3x4 3x12 2x4 3x8 3x12 2x4 3x8 0-1-30-9-60-0-0 6-8-4 12-2-12 18-11-0 1-0-8 18-11-0 1-0-8 -1-0-8 0-0-0 4-10-0 9-5-8 14-1-0 18-11-0 19-11-8 0-10-97-11-128-2-140-10-99.0012 Plate Offsets (X,Y)-- [2:0-1-5,0-1-12], [6:0-1-5,0-1-12], [8:Edge,0-3-8], [8:0-0-0,0-1-12], [11:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES MNSRC2015/TPI2007 CSI. TC BC WB Matrix-MSH 0.79 0.29 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.01 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x3 SPF Stud *Except* W1: 2x4 DF Std or 2x4 SPF StudOTHERS2x3 SPF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (size)11=0-4-8 (min. 0-1-8), 8=0-4-6 (min. 0-1-8), 9=0-4-8 (min. 0-1-12) Max Horz11=-141(LC 10) Max Uplift11=-18(LC 12), 8=-34(LC 12) Max Grav11=745(LC 1), 8=458(LC 22), 9=1101(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-41=-687/45, 3-41=-462/65, 3-42=-506/90, 4-42=-373/120, 6-44=-284/52, 2-11=-667/98, 6-8=-399/103 BOT CHORD 10-11=0/455 WEBS 4-9=-654/0, 5-9=-382/114, 4-10=-32/435, 3-10=-342/115 NOTES-(8-10)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 9-5-8, Exterior(2) 9-5-8 to 12-5-8, Interior(1) 12-5-8 to 19-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.4) All plates are 1.5x4 MT20 unless otherwise indicated.5) Gable studs spaced at 1-4-0 oc.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. Continued on page 2 Job MASTER Truss CS Truss Type GABLE Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:32 2020 Page 2 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-eFHxzaoIBAmUhxRchpX4oIx32fd6G94lhT0JkrzqT7D 8) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent9) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2.10) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss CV1 Truss Type Valley Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:33 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-6RqJBwpxyTuLJ50oFX3JLVUKt2?b?ieuw7mtGHzqT7C Scale = 1:27.3 T1 T1 B1 ST1 1 2 3 4 5 6 7 8 2x4 4x4 2x4 1.5x4 0-0-0 8-10-9 8-10-9 0-0-0 4-5-4 8-10-9 3-3-159.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-P 0.40 0.14 0.09 DEFL.Vert(LL) Vert(TL) Horz(TL) inn/a n/a 0.00 (loc) - - 3 l/defln/a n/a n/a L/d999 999 n/a PLATESMT20 Weight: 28 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 OTHERS 2x3 SPF Stud BRACING-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. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS. (size)1=8-10-9 (min. 0-1-8), 3=8-10-9 (min. 0-1-8), 4=8-10-9 (min. 0-1-8) Max Horz1=-47(LC 10) Max Uplift1=-13(LC 12), 3=-13(LC 12) Max Grav1=273(LC 1), 3=273(LC 1), 4=335(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-5-4 to 3-5-4, Interior(1) 3-5-4 to 4-5-4, Exterior(2) 4-5-4 to 7-5-4, Interior(1) 7-5-4 to 8-5-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-Cfor members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) Gable requires continuous bottom chord bearing. 4) This truss 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 to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent 7) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2.8) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss CV2 Truss Type Valley Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:34 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-aeOhOFpZjn1CxFb_pEaYtj0ZJSM2kAV28nVQojzqT7B Scale = 1:19.9 T1 T1 B1 ST1 1 2 3 42x4 4x4 2x4 1.5x4 0-0-0 6-2-9 6-2-9 0-0-0 3-1-4 6-2-9 2-3-159.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-P 0.17 0.06 0.05 DEFL.Vert(LL) Vert(TL) Horz(TL) inn/a n/a 0.00 (loc) - - 3 l/defln/a n/a n/a L/d999 999 n/a PLATESMT20 Weight: 19 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 OTHERS 2x3 SPF Stud BRACING-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. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS. (size)1=6-2-9 (min. 0-1-8), 3=6-2-9 (min. 0-1-8), 4=6-2-9 (min. 0-1-8) Max Horz1=32(LC 11) Max Uplift1=-8(LC 12), 3=-8(LC 12) Max Grav1=182(LC 1), 3=182(LC 1), 4=223(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.603) Gable requires continuous bottom chord bearing. 4) This truss 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 to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent 7) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2.8) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss CV3 Truss Type Valley Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:35 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-2qy3cbqBU593ZPABMy5nQwZm5sh8TdYBNQFzLAzqT7A Scale = 1:10.6 T1 T1 B1 1 2 3 2x4 3x4 2x4 0-0-0 3-6-9 3-6-9 0-0-0 1-9-4 3-6-9 1-3-159.0012 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES MNSRC2015/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 220/195 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS. (size)1=3-6-9 (min. 0-1-8), 3=3-6-9 (min. 0-1-8) Max Horz1=-16(LC 10) Max Grav1=147(LC 1), 3=147(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.603) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent 6) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 7) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss DG Truss Type Common Supported Gable Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:36 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-W0WRpxrpFOHwAZkNwfc0y86w1G29C2oKc4_XtczqT79 Scale = 1:51.9 T1 T1 B1 ST9ST8ST7ST6ST5ST4ST3ST2 ST1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 HW1 HW1B212 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 39 38 37 36 35 34 33 32 31 30 292827 26 25 24 23 22 40 41 4x4 3x6 3x8 3x8 0-1-30-0-0 25-4-8 1-0-8 25-4-8 1-0-8 -1-0-8 0-0-0 12-8-4 25-4-8 26-5-0 0-7-76-11-97-2-50-7-76.0012 Plate Offsets (X,Y)-- [2:0-1-12,0-3-6], [2:0-3-8,Edge], [20:0-1-12,0-3-6], [20:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES MNSRC2015/TPI2007 CSI. TC BC WB Matrix-SH 0.09 0.02 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 21 21 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 OTHERS 2x3 SPF Stud WEDGELeft: 2x3 SPF Stud , Right: 2x3 SPF Stud BRACING-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. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 25-4-8. (lb) - Max Horz2=90(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 33, 34, 35, 36, 37, 38, 39, 29, 27, 26, 25, 24, 23, 22, 2, 20 Max Grav All reactions 250 lb or less at joint(s) 31, 32, 33, 34, 35, 36, 37, 38, 39, 30, 29, 27, 26, 25, 24, 23, 22, 2, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-12) 1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) andC-C Corner(3) -1-0-8 to 2-0-4, Exterior(2) 2-0-4 to 12-8-4, Corner(3) 12-8-4 to 15-8-4, Exterior(2) 15-8-4 to 26-5-0 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 34, 35, 36, 37, 38, 39, 29, 27, 26, 25, 24, 23, 22, 2, 20. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 20. Continued on page 2 Job MASTER Truss DG Truss Type Common Supported Gable Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:36 2020 Page 2 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-W0WRpxrpFOHwAZkNwfc0y86w1G29C2oKc4_XtczqT79 10) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent11) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2.12) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss E Truss Type Common Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:37 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-_C4q1HsR0iPnoiJZUN7FVLe3FgL1xWPUrkk4P2zqT78 Scale = 1:28.7 T1 T1 B1 W1 1 2 8 3 11 4 5 7 9 6 1210 13 14 15 16 2x4 2x4 1.5x4 4x4 0-4-120-0-0 3-11-8 7-11-0 1-0-8 7-11-0 1-0-8 -1-0-8 0-0-0 3-11-8 7-11-0 8-11-8 0-4-103-4-44-1-60-4-109.0012 Plate Offsets (X,Y)-- [2:0-2-9,0-1-0], [4:0-2-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES MNSRC2015/TPI2007 CSI. TC BC WB Matrix-MP 0.25 0.24 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 6-12 6-12 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x3 SPF Stud BRACING-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. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS. (size)2=0-5-8 (min. 0-1-8), 4=0-5-8 (min. 0-1-8) Max Horz2=59(LC 11) Max Uplift2=-11(LC 12), 4=-11(LC 12) Max Grav2=529(LC 1), 4=529(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 8-13=-476/17, 13-14=-390/26, 3-14=-366/38, 3-15=-366/38, 15-16=-390/26, 11-16=-476/17 BOT CHORD 6-9=0/293, 6-12=0/293 WEBS 2-7=-357/73, 8-9=-302/131, 4-10=-357/73, 11-12=-302/132 NOTES-(5-7)1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-8 to 1-11-8, Interior(1) 1-11-8 to 3-11-8, Exterior(2) 3-11-8 to 6-11-8, Interior(1) 6-11-8 to 8-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.5) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent6) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 7) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss EG Truss Type Common Supported Gable Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:38 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-SPeCEds3n0XeQsum24eU2ZBGN3kmg_Zd3OTexUzqT77 Scale = 1:29.2 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 2x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-4-120-0-0 7-11-0 1-0-8 7-11-0 1-0-8 -1-0-8 0-0-0 3-11-8 7-11-0 8-11-8 0-4-103-4-44-1-60-4-109.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-P 0.10 0.01 0.05 DEFL.Vert(LL) Vert(TL) Horz(TL) in-0.00 -0.01 0.00 (loc)9 9 8 l/defln/r n/r n/a L/d120 120 n/a PLATESMT20 Weight: 35 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 OTHERS 2x3 SPF Stud BRACING-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. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 7-11-0. (lb) - Max Horz2=-59(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-8 to 1-11-8, Exterior(2) 1-11-8 to 3-11-8, Corner(3) 3-11-8 to 6-11-8, Exterior(2) 6-11-8 to 8-11-8 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualifiedbuilding designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 11.8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 8.9) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent 10) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 11) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss EV1 Truss Type Valley Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:39 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-xbCaRzthYJfV10TyboAjamkNGT3IPPHnI2DBUxzqT76 Scale = 1:25.8 T1 T1 B1 ST1 1 2 3 4 5 6 7 8 2x4 4x4 2x4 1.5x4 0-0-0 7-11-0 7-11-0 0-0-0 3-11-8 7-11-0 0-1-143-1-80-1-149.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-P 0.35 0.12 0.08 DEFL.Vert(LL) Vert(TL) Horz(TL) inn/a n/a 0.00 (loc) - - 3 l/defln/a n/a n/a L/d999 999 n/a PLATESMT20 Weight: 26 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 OTHERS 2x3 SPF Stud BRACING-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. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS. (size)1=7-11-0 (min. 0-1-8), 3=7-11-0 (min. 0-1-8), 4=7-11-0 (min. 0-1-8) Max Horz1=44(LC 11) Max Uplift1=-12(LC 12), 3=-12(LC 12) Max Grav1=254(LC 1), 3=254(LC 1), 4=312(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 3-11-8, Exterior(2) 3-11-8 to 6-11-8, Interior(1) 6-11-8 to 7-8-4 zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.603) Gable requires continuous bottom chord bearing. 4) This truss 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 to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent 7) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2.8) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss EV2 Truss Type Valley Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:40 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-PnmyfJuKJdnMfA289Vhy7_GbLtPe8t5wXiyk0NzqT75 Scale = 1:18.7 T1 T1 B1 ST1 1 2 3 42x4 4x4 2x4 1.5x4 0-0-0 5-7-15 5-7-15 0-0-0 2-10-0 5-7-15 2-1-89.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-P 0.13 0.05 0.04 DEFL.Vert(LL) Vert(TL) Horz(TL) inn/a n/a 0.00 (loc) - - 3 l/defln/a n/a n/a L/d999 999 n/a PLATESMT20 Weight: 17 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 OTHERS 2x3 SPF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS. (size)1=5-7-15 (min. 0-1-8), 3=5-7-15 (min. 0-1-8), 4=5-7-15 (min. 0-1-8) Max Horz1=-28(LC 10) Max Uplift1=-8(LC 12), 3=-8(LC 12) Max Grav1=163(LC 1), 3=163(LC 1), 4=200(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.603) Gable requires continuous bottom chord bearing. 4) This truss 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 to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent 7) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2.8) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss EV3 Truss Type Valley Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:41 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-t_JKsfvy4xvDHKdLjCCBfBpopHl_tK14lMiIYpzqT74 Scale = 1:9.5 T1 T1 B1 1 2 3 2x4 3x4 2x4 0-0-0 2-11-15 2-11-15 0-0-0 1-6-0 2-11-15 1-1-89.0012 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES MNSRC2015/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 220/195 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS. (size)1=2-11-15 (min. 0-1-8), 3=2-11-15 (min. 0-1-8) Max Horz1=-13(LC 10) Max Grav1=117(LC 1), 3=117(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.603) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent 6) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 7) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss FV1 Truss Type Valley Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:42 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-LAtj4_warE14uUCXHwjQCPMxXh5wcnHD_0Rr4GzqT73 Scale = 1:12.5 T1 W1 B1 1 2 3 2x4 1.5x4 1.5x4 1-7-130-0-0 3-3-9 3-3-9 0-0-0 3-3-9 1-7-136.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-P 0.15 0.06 0.00 DEFL.Vert(LL) Vert(TL) Horz(TL) inn/a n/a 0.00 (loc) - - 3 l/defln/a n/a n/a L/d999 999 n/a PLATESMT20 Weight: 9 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x3 SPF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 3-3-9 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS. (size)1=3-3-9 (min. 0-1-8), 3=3-3-9 (min. 0-1-8) Max Horz1=34(LC 9) Max Grav1=142(LC 1), 3=142(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(4-6)1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent5) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 6) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss FV2 Truss Type Valley Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:43 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-pMR5HKwCcY9wWdnjqdEflcu1D4PRLEXMDgBPdizqT72 Scale = 1:16.7 T1 W1 B1 1 2 3 4 2x4 1.5x4 1.5x4 2-4-130-0-0 4-9-10 4-9-10 0-0-0 4-9-10 2-4-136.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-P 0.41 0.17 0.00 DEFL.Vert(LL) Vert(TL) Horz(TL) inn/a n/a 0.00 (loc) - - 3 l/defln/a n/a n/a L/d999 999 n/a PLATESMT20 Weight: 14 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x3 SPF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide.REACTIONS. (size)1=4-9-10 (min. 0-1-8), 3=4-9-10 (min. 0-1-8) Max Horz1=54(LC 9) Max Grav1=224(LC 1), 3=224(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(4-6)1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 4-8-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent5) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 6) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard Job MASTER Truss FVG Truss Type GABLE Qty 1 Ply 1 502729 -ROOF- Lamperts Apple Valley Job Reference (optional) Run: 8.330 s Jan 8 2020 Print: 8.330 s Jan 8 2020 MiTek Industries, Inc. Wed Jan 29 14:44:44 2020 Page 1 Littfin Truss Company, Winsted, MN, Jim Boruff ID:SxF59qqTsQ5NLTwXB4BYiYzsB17-HZ?TVgxqNsHn8nMvOLluHqRH6Uny4htWSKwy98zqT71 Scale = 1:23.4 T1 W1 B1 ST1 ST2 ST3 1 2 3 4 5 9 8 7 6 10 11 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3-0-140-0-0 6-1-11 6-1-11 0-0-0 6-1-11 3-0-146.0012 LOADING (psf)TCLL TCDL BCLL BCDL 35.0 10.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES MNSRC2015/TPI2007 CSI.TC BC WB Matrix-P 0.08 0.03 0.06 DEFL.Vert(LL) Vert(TL) Horz(TL) inn/a n/a -0.00 (loc) - - 9 l/defln/a n/a n/a L/d999 999 n/a PLATESMT20 Weight: 22 lb FT = 20% GRIP197/144 LUMBER-TOP CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2BOT CHORD2x4 DF No.2 or 2x4 DF-N No.1/No.2 WEBS 2x3 SPF Stud OTHERS 2x3 SPF Stud BRACING-BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.JOINTS 1 Brace at Jt(s): 5, 2 MiTek recommends that Stabilizers and required cross bracing be installed during trusserection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 6-1-11.(lb) - Max Horz1=58(LC 12)Max Uplift All uplift 100 lb or less at joint(s) 6, 9, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 9, 8, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-8)1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-7-7 to 3-7-7, Interior(1) 3-7-7 to 6-0-7 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9, 8, 7.5) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6) This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture, and moisture of lumber not to exceed 19 percent 7) It is the responsibility of the engineer of record to determine the suitability of this component for this project per ANSI/TPI 1, Section 2. 8) For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections. LOAD CASE(S) Standard PORCHBEAMSASSHOWNBYOTHERSPERPLAN FLATBOTTOMCHORDTRUSSESATENTRY-BARRELFRAMEDBELOWONSITE 2 2 2 2 2 2 2 6/12&9/12EXTERIORPITCH 12"OVERHANGS 1/2"DEDUCTFORSHTG. 24"o.c.MAXSPACING 35-10-10STD.LOADING ROOFTRUSSLAYOUTNOTES: 1.DIMENSIONSSHOWNARETOFACEOFSHEATHING.2.TRUSSESAREHELDBACK1/2"FORSHEATHINGAT EXTERIORSTUDWALLS. 3.REFERTOLITTFINDETAILSHEETFORHANGERDETAILSFORPROPERNAILINGCONNECTION. 4.REFERTOINDIVIDUALENGINEEREDTRUSSDRAWINGS FORTRUSSBRACINGREQUIREMENTSANDNOTES. PAINTEDAND/ORLABLEDENDOF MANUFACTUREDTRUSSREPRESENTSTHELEFTENDOFTRUSSONTHELAYOUT LAYOUTTRUSSHANGERS =HUS26FACEMOUNT(7)AAGB3G B3 B3 B3 B3 B3 B3 B2 B2 B1 B B B B B B B B B BS DG CSCC1C1C1EGECV1CV2CV3AV1AV2AV3AV4EV1EV2EV3FVG FV1 FV2 BG-P B-P B-P B-P B-P B-P B-P B-P B-P B-P B-P B-P B-P B-P B-P B-P B-P B-P B-P BG-P 2 18-11-0025-05-08 63-00-00 7-00-0058-00-00 2-00-0038-00-002-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-10-102-00-002-00-002-00-001-00-1211-042-00-003-00-00 THISISATRUSSPLACEMENTDIAGRAMONLY.Thesetrussesaredesignedasindividualbuildingcomponentstobeincorporatedintothebuildingdesignatthespecificationofthebuildingdesigner.Seeindividualdesignsheetsforeachtrussdesignidentifiedontheplacementdrawing.Thebuildingdesignerisresponsiblefortemporaryandpermanentbracingoftheroofandfloorsystemandfortheoverallstructure.Thedesignofthetrusssupportstructureincludingheaders,beams,walls,andcolumnsistheresponsibilityofthebuildingdesigner.Forgeneralguidanceregardingbracing,consult"Bracingofwoodtrusses"availablefromtheTrussPlateInstitute,583D'OnifrioDrive,Madison,WI53179ROOFTRUSSLAYOUT Scalen.t.s ShopDrawingApprovalTHISLAYOUTISTHESOLESOURCEFORFABRICATIONOFTRUSSESANDVOIDSALLPREVIOUSARCHITECTURALOROTHERTRUSSLAYOUTS.REVIEWANDAPPROVALOFTHISLAYOUTMUSTBERECEIVEDBEFOREANYTRUSSESWILLBEBUILT.VERIFYALLCONDITIONSTOINSUREAGAINSTCHANGESTHATWILLRESULTINEXTRACHARGESTOYOU.ApprovedBy:_____________________________________Date:________________CUSTOMER:LampertsAppleValleyJOBNAME:Summergate/Sketch#1VillaHomes18001GresfordLakeville,MNWO#502729ROOFDESIGNER:JIMBORUFFROOFLbrDurFac:1.15PltDurFac:1.15FlrSpacing:24.00"DesignCrit:TPI-02/IRC-06DesignDescr:IRC35.0010.0000.0010.0055.00T/CLive:T/CDead:B/CLive:B/CDead:Total(PSF) TOTAL INPUT OF APPLIANCES1, THOUSANDS OF Btu/hr (kW) REQUIRED FREE AREA OF AIR-SUPPLY OPENING OR DUCT, SQUARE INCHES (sq mm) ACCEPTABLE APPROXIMATE ROUND DUCT EQUIVALENT DIAMETER2, INCH (mm) 25 (8)7 (4,500)3 (75) 50 (15)7 (4,500)3 (75) 75(23)11 (7,000)4 (100) 100 (30)14 (9,000)4 (100) 125 (37)18 (12,000)5 (125) 150 (45)22 (14,000)5 (125) 175 (53)25 (16,000)6 (150) 200 (60)29 (19,000)6 (150) 225 (68)32 (21,000)6 (150) 250 (75)36 (23,000)7 (175) 275 (83)40 (26,000)7 (175) 300 (90)43 (28,000)7 (175) 325 (98)47 (30,000)8 (200) 350 (105)50 (32,000)8 (200) 375 (113)54 (35,000)8 (200) 400 (120)58 (37,000)9 (225) 1. For total inputs falling between listed capacities, use next largest listed input. 2. If flexible duct is used, increase the duct diameter by one inch. * *Flexible duct shall be stretched with minimal sags. TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr BTU Amount for Non-direct vent appliances_____________________ 1 2 3 4 5 6 2 Conditioned space1 (in sq. ft.) Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total _________________________ Amount Continuous____________________ TABLE R403.5.2 NUMBER OF BEDROOMS VENTILATION REQUIREMENTS ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD 1. Use the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) clothes dryer b) 80% of largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) c) 80% of next largest exhaust rating (cfm):not applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm): [2a+2b+2c] 3. Makeup Air Requirement a) Total Exhaust Capacity (from above) b) Estimated House Infiltration (from above) Makeup Air Quality (cfm): [3a - 3b] (if value is negative, no makeup air is needed 4. For Makeup Air Opening Sizing, refer to Table 501.4.2. A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units Choose Which Applies TYPE OF OPENING ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD PASSIVE MAKEUP AIR OPENING DUCT DIAMETERE,F,G OR SYSTEM (cfm)(cfm)(cfm)(cfm)(inches) Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening with motorized damper 318-419 196-258 136-179 84-110 9 Passive opening with motorized damper 420-539 259-332 180-230 111-142 10 Passive opening with motorized damper 540-679 333-419 231-290 143-179 11 Powered makeup airH >679 >419 >290 >179 Not applicable A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (ther than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. E. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. F. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. H. Powered makeup air shall be electrically interlocked with the largest exhaust system. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combution appliace information: Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr (Not fan Assisted) & Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr ( Not fan Assisted) & Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 Step 3: Determine air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RVFA: ft3 Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA: ft3 Total Required Volume (TRV) = RVFA + RVNFA TRV = + = ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = - = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 / Btu/hr per in 2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 x Minimum CAOA = in 1If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. CAOA = IFGC Appendix E, Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Known Air Infiltration Rate (KAIR) Method (ft3) Input Rating Standard Method Fan Assisted Non-Fan-Assisted (Btu/hr) (ft3) 19941 to Present Pre 19942 19941 to Present Pre 19942 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,875 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,763 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,857 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. A National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit is reqXired for ³ConstrXction actiYit\ that resXlts in land distXrbance of eqXal to or greater than one (1) acre or if a project is part of a common plan of development that will ultimately disturb greater than one (1) acre,´ (NPDES Permit, Section 1.2). Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ *Primary Company Contact: _________________________________________________________________ *Should a site be deemed noncompliant, this individual will be notified Phone #: ____________________________ Email: ______________________________________________ If you are not covered under a NPDES Construction Stormwater Permit administered by the Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be approved as part of the residential building permit application. ³Permittees mXst ensXre a trained person Zill inspect the entire constrXction site at least once eYer\ seven (7) days during active construction and within 24 hours after a rainfall event greater than ½ inch in 24 hoXrs,´ (NPDES Permit, Section 11.2). The City of Lakeville reserves the right to request weekly inspection logs. The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name: ____________________________________ Company: ___________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: __________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed I understand the above information to be accurate and I have read, understood, and accepted all terms and conditions of the NPDES Permit (MN R 100001). Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 X KP 12/21/2020