HomeMy WebLinkAboutLA186923 17865 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
SSW04W04W04W04W04W04W04W04W046'-9 3/8"12'3'4'10'4'7'-6"3'-6"3'-6"12'-7"2'-9"12'4'34'60'25'-5 1/2"34'-6 1/2"34'-6 1/2"38'11'-6"5'-2"21'-4"56'20'-3 3/4"5'-4 1/2"2'-4 1/2"14'-3 1/2"13'-7 3/4"4'14'-3 1/2"20'-3 3/4"10'-3 3/4"14'-3 1/2"2'-1"5'-4 1/2"19'-4 1/2"15'2x10 Joists @16" O.C.(2) 2 x10 Beam6x6 Treated posts-12" footings belled to 16" @ base-Footings to a minimum depth of 4'0"2x6 load bearing wallw/ 16" x 8" stripfootings 2x6 load bearingwall w/ 16" x 8"strip footingsFire proof below stairs 18" floor trusses @19.2" O.C.Optional FPWINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTIONW02 3246DH 1 1 3246DH 38 " 54 " DOUBLE HUNGW03 5068MU 1 1 5068 60 " 80 " MULLED UNITW04 5246MU 3 0 5246 62 " 54 " MULLED UNITW06 10452MU 1 1 10452 124 " 62 " MULLED UNITW08 61052MU 1 1 61052 82 " 62 " MULLED UNITOrfield 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 #6"Delacey"FULL BASEMENT OPTIONA-110/14/2020
W04 (2) 9 1/2” LVL(2)9-1/2 LVL(2)9-1/2 LVL(2)9-1/2 LVLPlanning DepartmentApprovedDate:__________________11/04/2020kjensonSmokeCOSmokeSmokeUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode12/16/2020dmathews
DWW08W08W08W02W02W02W03W03W03W06W06W06SDSDCO/SDCO/SD1'4'4'21'24'-5 1/2"34'-6 1/2"1'-6"7'-6"1'25'6'2'-6"4'34'16'-1 3/4"17'-10 1/4"8'-7 7/8"7'-5 7/8"11'-10 1/4"6'38'38'5'-9"8'13'-3"11'60'25'-5 1/2"8'-4 1/2"3'-11"7'-3"15'60'41'-8 1/4"2'-4 1/2"11'-11 1/4"19'-6"12'-8"9'-6 1/4"10'12'16'9'-8"16'4'-4"4'8'-4"4'-6"11'-6"7'-6"3'-6"4'25'4'7'(2) 14"LVLPortal frame this wall&’ ’(3)2x10( ) *+ (2) 9 1/2" LVL(2) 9 1/2" LVL, -’ . !% ’ . $-/$$01%22""& 3 $ " (2) 2x101% $ 4 56(2) 11 7/8" LVL. 77 $ 4 4" %8#!Portal frame this wall8% 8&9 ’* -!4, $ #""": "Optional FP(2) 9 1/2" LVLWINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTIONW02 3246DH 1 1 3246DH 38 " 54 " DOUBLE HUNGW03 5068MU 1 1 5068 60 " 80 " MULLED UNITW04 5246MU 3 0 5246 62 " 54 " MULLED UNITW06 10452MU 1 1 10452 124 " 62 " MULLED UNITW08 61052MU 1 1 61052 82 " 62 " MULLED UNITOrfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET:
SCALE:
1/4"=1'0"Main Floor PlanDATE:PROJECT DESCRIPTION:SHEET TITLE:Sketch #6"Delacey"FULL BASEMENT OPTIONA-2****(2) 2x10 HDR UNO*****Header spans up to 3'11"=1 trimmers, 4'0" and bigger =2 trimmers UNO10/14/2020
(2) 2x10 hdr2-9 1/2” LVLCS-PFContinuous sheathedportal frame required dueto limited panel width.FANFANPFGPFG
& /%" &05 .;1 *#<$&9 ! .#""" : &’ /,&0 -45 - =< *#" : & /, <%"" )"#*# / 3#" 6> <$$ ? " 5 * : #$# $ .#""" 60 ( >% 3/* 60 ," &0* $ =" . ,= 2# *$$* 2" *%" )" /&(@ 6 !A ! / 2 /%"B5’ )"#) 4 $" 73(2 3# ,&0 !4’7 * !97TT 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 #6"Delacey"FULL BASEMENT OPTIONA-3 &10/14/2020Siding Percentage 142/343 Stone 41%120/343 LP Shake 35%81/343 LP Lap 24%Sides and back. LP Lap
Orfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET:
SCALE:
DATE:PROJECT DESCRIPTION:SHEET TITLE:Sketch #6"Delacey"FULL BASEMENT OPTIONA-4Elevations1/4"=1'0"Window 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.10/14/2020
MAIN FLOOR HEADERS
REV 12-14-20
B1 (2 -ply)
B1 (2 -ply)H2 (2 -ply)H1 (2 -ply)
MAIN
LVL/LSL
Label Description Width Depth Qty Plies Pcs Length
H4 LP-LSL 1.55E 1.75 9.5 1 2 2 12-0-0
H7 LP-LSL 1.55E 1.75 9.5 1 2 2 10-0-0
H3 LP-LSL 1.55E 1.75 9.5 1 2 2 8-0-0
H2 LP-LSL 1.55E 1.75 9.5 1 2 2 6-0-0
H6 LP-LVL
2900Fb-2.0E
1.75 14 1 2 2 18-0-0
Lumber
Label Description Width Depth Qty Plies Pcs Length
B2 S-P-F #2 1.5 9.25 1 3 3 18-0-0
B1 S-P-F #2 1.5 9.25 3 2 6 12-0-0
H1 S-P-F #2 1.5 9.25 1 2 2 4-0-0 Legend
2x6 PLATE
Wall Opening
LP-LSL 1.55E 1.75 X 9.5
(Dropped)
LP-LVL 2900Fb-2.0E 1.75 X 14
(Dropped)
S-P-F #2 1.5 X 9.25 (Dropped)
S-P-F #2 1.5 X 9.25
MAIN
This drawing is a general
interpretation of the construction
drawings for this project and assumes
the adequacy of the supporting
structure. It is intended only as a
general guide for the engineered
wood products placement. All
Dimensions, quantities and details
must be carefully checked, verified by
comparison to the actual field
conditions and are the responsibility
of the client, architect/engineer and
builder. Engineered floor system does
not account for roof loading unless
noted otherwise.
Important Notes
Review Manufacturers' installation guide for additional structural
details where necessary.
Do Not cut or notch top or bottom floanges of joists to provide
clearance for plumbing fixtures. Offset and/or install additional
joists to provide clearance.
All dimensional stock "Dropped headers" by others
All Steel beams, angles and columns by others
,
Version 20.80.205 Powered by iStructThis layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them
612
=6x8
=1.5x4
=3x4
=3x4
=3x6
=5x4
=6x8 =4x6
=3x6
=3x4
=3x4 =1.5x4
=6x8
1 11
15 14 13 12
2 10
22 25
3 9
4 8
5 72324
6
T2
T1
T2
T1
B1 B2
W1
W2 W3
W4
W3 W2
W1
HW1 HW1
1-00-08
-1-00-08
1-00-08
34-11-08
5-07-00
28-01-08
5-07-00
11-04-08
5-07-00
22-06-08
5-07-00
16-11-08
5-09-08
33-11-00
5-09-08
5-09-08
8-04-08
25-04-00
8-04-08
16-11-08
8-07-00
33-11-00
8-07-00
8-07-009-03-157-079-01-03Scale = 1:62
Plate Offsets (X, Y):[2:3-08,Edge], [10:3-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.24 12-14 >999 240 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.70 Vert(CT)-0.41 12-14 >993 180
BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT)0.13 10 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 139 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 SPF 2100F 1.8E
WEBS 2x3 SPF Stud
WEDGE Left: 2x4 DF or SPF Std or Stud
Right: 2x4 DF or SPF Std or Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-14, 8-14
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)2=5-08, (min. 2-08), 10=5-08, (min. 2-08)
Max Horiz 2=129 (LC 11)
Max Grav 2=1959 (LC 1), 10=1959 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-22=-3269/0, 3-22=-3139/20, 3-4=-2962/30, 4-5=-2166/58, 5-23=-2078/67, 6-23=-2041/85, 6-24=-2041/85,
7-24=-2078/67, 7-8=-2166/58, 8-9=-2962/30, 9-25=-3139/20, 10-25=-3269/0
BOT CHORD 2-15=0/2807, 14-15=0/2376, 13-14=0/2376, 12-13=0/2376, 10-12=0/2807
WEBS 3-15=-392/74, 4-15=0/469, 4-14=-837/67, 6-14=0/1377, 8-14=-837/67, 8-12=0/469, 9-12=-392/74
NOTES (5-7)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)and C-C Exterior(2E) -1-0-8 to 2-4-3, Interior (1) 2-4-3 to 16-11-8, Exterior(2R) 16-11-8 to 20-4-3, Interior (1) 20-4-3 to 34-11-8 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)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A01 8 1523817 ROOF Common Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:08 Page: 1
ID:?bdF_7j?1n1vBmJDso26wKyJv2q-fOrgJOTDiZSw1RxScWfoiZ8zCnoMhi6rNKpY72yJdmf
612
=8x8 =1.5x4
=4x4
=4x12
=3x4
=4x12
=3x6 =4x4 =1.5x4
=8x8
1 8
12 11 10 9
2 7
19 22
3 6
20 21
4 5
T1
T2
T1
B1 B2
W1
W2 W3 W4 W5
W1
HW1 HW1
1-00-08
-1-00-08
1-00-08
34-11-08
2-01-08
18-00-04
7-10-02
25-10-06
7-10-02
15-10-12
8-00-10
33-11-00
8-00-10
8-00-10
8-00-10
33-11-00
8-00-10
8-00-10
8-08-06
25-10-06
9-01-06
17-02-008-09-097-07
1-11
8-05-028-05-021-118-06-13Scale = 1:63
Plate Offsets (X, Y):[2:1-10,3-04], [7:1-10,3-04]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.19 11-12 >999 240 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.88 Vert(CT)-0.37 11-12 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT)0.11 7 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 145 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF 2400F 2.0E *Except* T2:2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x3 SPF Stud *Except* W2,W5:2x4 DF Std or 2x4 SPF Stud
WEDGE Left: 2x6 SPF 1650F 1.5E
Right: 2x6 SPF 1650F 1.5E
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except
2-0-0 oc purlins (3-10-10 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-11, 5-11
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (size)2=5-08, (min. 2-01), 7=5-08, (min. 2-01)
Max Horiz 2=-120 (LC 10)
Max Grav 2=1959 (LC 1), 7=1959 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-19=-3223/0, 3-19=-2952/10, 3-20=-3231/90, 4-20=-3061/115, 4-5=-1965/79, 5-21=-3060/116, 6-21=-3230/90,
6-22=-2951/11, 7-22=-3221/0
BOT CHORD 2-12=0/2748, 11-12=0/1951, 10-11=0/1953, 9-10=0/1953, 7-9=0/2747
WEBS 3-12=-717/142, 4-12=-61/1201, 4-11=-232/430, 5-11=-228/432, 5-9=-64/1197, 6-9=-718/142
NOTES (7-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)and C-C Exterior(2E) -1-0-8 to 2-4-3, Interior (1) 2-4-3 to 15-10-12, Exterior(2E) 15-10-12 to 18-0-4, Exterior(2R) 18-0-4 to 22-9-13, Interior (1) 22-9-13 to 34-11-8 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)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)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 percent
8)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A02 1 1523817 ROOF Hip Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:07 Page: 1
ID:YZHHKHLgEG1luV7AGfzmvoyJv0j-BBHI52TaxFK3QHMG2p8Z9Mbp1NPDyJXi9g3_bcyJdmg
612
=6x8 =1.5x4
=3x4
=6x8
=3x4 =3x6
=6x8
=3x4 =1.5x4
=6x8
1 8
12 11 10 9
2 7
19 24
3 6
20 23
4 21 22 5
T1
T2
T1
B1 B2
W1
W2 W3 W3 W2
W1
HW1 HW1
1-00-08
-1-00-08
1-00-08
34-11-08
6-01-08
20-00-04
6-10-02
13-10-12
6-10-02
26-10-06
7-00-10
33-11-00
7-00-10
7-00-10
8-05-12
25-05-04
8-05-12
16-11-08
8-05-12
33-11-00
8-05-12
8-05-127-09-097-07
1-11
7-05-027-05-021-117-06-13Scale = 1:62.9
Plate Offsets (X, Y):[2:3-08,Edge], [4:4-10,Edge], [5:4-10,Edge], [7:3-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)-0.21 9-11 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.91 Vert(CT)-0.37 9-11 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT)0.11 7 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 136 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 SPF 2100F 1.8E *Except* T2:2x4 DF No.2
or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x3 SPF Stud
WEDGE Left: 2x6 SPF 1650F 1.5E
Right: 2x6 SPF 1650F 1.5E
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except
2-0-0 oc purlins (2-2-0 max.): 4-5.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)2=5-08, (min. 2-01), 7=5-08, (min. 2-01)
Max Horiz 2=-106 (LC 10)
Max Grav 2=1959 (LC 1), 7=1959 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-19=-3236/3, 3-19=-3016/32, 3-20=-3036/53, 4-20=-2893/78, 4-21=-2184/69, 21-22=-2184/69, 5-22=-2184/69,
5-23=-2893/78, 6-23=-3036/53, 6-24=-3016/32, 7-24=-3236/3
BOT CHORD 2-12=0/2783, 11-12=0/2143, 10-11=0/2143, 9-10=0/2143, 7-9=0/2783
WEBS 3-12=-524/108, 4-12=-2/787, 4-11=-129/336, 5-11=-129/336, 5-9=-2/787, 6-9=-524/108
NOTES (7-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-0-8 to 2-4-3, Interior (1) 2-4-3 to 13-10-12, Exterior(2R) 13-10-12 to 18-8-5, Interior (1) 18-8-5 to 20-0-4, Exterior(2R) 20-0-4 to 24-9-13, Interior (1)
24-9-13 to 34-11-8 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)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)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A03 1 1523817 ROOF Hip Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:07 Page: 1
ID:wtjID3R71wN_hK0TXZatYnyJv?J-i?jwuiSyAxCCo7n3V5dKd83dvz3aDtAYw0KR3AyJdmh
612
=8x8
=1.5x4
=3x4
=6x6
=3x8 =1.5x4
=4x6
=6x6
=3x4 =1.5x4
=8x8
91
13 12 11 10
82
2320
3 72221
54 6
T1
T2
T1
B1 B2
W2
W1
W3 W4 W3 W2
W1
HW1 HW1
1-00-08
-1-00-08
1-00-08
34-11-08
5-00-12
22-00-04
5-00-12
16-11-08
5-10-02
11-10-12
5-10-02
27-10-06
6-00-10
33-11-00
6-00-10
6-00-10
8-05-12
25-05-04
8-05-12
16-11-08
8-05-12
33-11-00
8-05-12
8-05-126-09-097-07
1-11
6-05-026-05-021-116-06-13Scale = 1:62.9
Plate Offsets (X, Y):[2:1-10,3-04], [8:1-10,3-04]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL)-0.23 12-13 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.71 Vert(CT)-0.41 12-13 >989 180
BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT)0.13 8 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 137 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 SPF 2100F 1.8E *Except* T2:2x4 DF No.2
or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 SPF 2100F 1.8E
WEBS 2x3 SPF Stud
WEDGE Left: 2x6 SPF 1650F 1.5E
Right: 2x6 SPF 1650F 1.5E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins,
except
2-0-0 oc purlins (3-5-15 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)2=5-08, (min. 2-08), 8=5-08, (min. 2-08)
Max Horiz 2=92 (LC 11)
Max Grav 2=1959 (LC 1), 8=1959 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-3275/9, 3-20=-3081/35, 3-21=-2981/19, 4-21=-2862/48, 4-5=-2629/61, 5-6=-2629/61, 6-22=-2862/48,
7-22=-2981/19, 7-23=-3081/35, 8-23=-3275/9
BOT CHORD 2-13=0/2815, 12-13=0/2329, 11-12=0/2329, 10-11=0/2329, 8-10=0/2815
WEBS 4-13=0/524, 3-13=-416/95, 4-12=0/669, 5-12=-542/64, 6-12=0/669, 6-10=0/524, 7-10=-416/95
NOTES (7-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-0-8 to 2-4-3, Interior (1) 2-4-3 to 11-10-12, Exterior(2R) 11-10-12 to 16-11-8, Interior (1) 16-11-8 to 22-0-4, Exterior(2R) 22-0-4 to 26-9-13, Interior (1)
26-9-13 to 34-11-8 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)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)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A04 1 1523817 ROOF Hip Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:06 Page: 1
ID:DaH4WWYrNBzwjT28wtERHByJuzt-i?jwuiSyAxCCo7n3V5dKd83hpz6lDrAYw0KR3AyJdmh
612
=6x6
=1.5x4
=M18SHS 9x12
=3x8 =1.5x4
=3x8
=4x6 =3x8
=M18SHS 9x12
=1.5x4
=6x6
1 9
13 12 11 10
2 8
20 27
3 7
5 242322 2521 264 6
T1
T2
T1
B1 B2
W1
W2 W3 W2 W3 W2
W1
HW1 HW1
1-00-08
-1-00-08
1-00-08
34-11-08
4-10-02
28-10-06
4-10-02
9-10-12
5-00-10
33-11-00
5-00-10
5-00-10
7-00-12
16-11-08
7-00-12
24-00-04
6-11-08
23-11-00
6-11-08
16-11-08
10-00-00
33-11-00
10-00-00
10-00-005-09-097-07
1-11
5-05-025-05-021-115-06-13Scale = 1:62.9
Plate Offsets (X, Y):[4:8-10,Edge], [6:8-10,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)-0.26 12-13 >999 240 M18SHS 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.73 Vert(CT)-0.41 12-13 >999 180 MT20 197/144
BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.15 8 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 135 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 *Except* T2:2x4 DF 1800F 1.6E or
2x4 SPF 2100F 1.8E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 SPF 2100F 1.8E
WEBS 2x3 SPF Stud
WEDGE Left: 2x4 DF or SPF Std or Stud
Right: 2x4 DF or SPF Std or Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins,
except
2-0-0 oc purlins (3-8-11 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-13, 5-10
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (size)2=5-08, (min. 2-08), 8=5-08, (min. 2-08)
Max Horiz 2=-77 (LC 10)
Max Grav 2=1959 (LC 1), 8=1959 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-3272/24, 3-20=-3201/45, 3-4=-2924/25, 4-21=-2564/41, 21-22=-2566/41, 22-23=-2566/41, 5-23=-2569/40,
5-24=-2569/40, 24-25=-2566/41, 25-26=-2566/41, 6-26=-2564/41, 6-7=-2924/25, 7-27=-3201/45, 8-27=-3272/24
BOT CHORD 2-13=0/2816, 12-13=0/3171, 11-12=0/3171, 10-11=0/3171, 8-10=0/2816
WEBS 3-13=-319/80, 4-13=0/730, 5-13=-922/19, 5-10=-922/19, 6-10=0/730, 7-10=-319/80
NOTES (8-10)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-0-8 to 2-4-3, Interior (1) 2-4-3 to 9-10-12, Exterior(2R) 9-10-12 to 14-8-5, Interior (1) 14-8-5 to 24-0-4, Exterior(2R) 24-0-4 to 29-0-5, Interior (1) 29-0-5
to 34-11-8 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)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)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 percent
9)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A05 1 1523817 ROOF Hip Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:05 Page: 1
ID:tQ3TAF6hYKmOEYZ_dY3E8uyJuz9-Ep9YhNRKPe3LAzCtxO654xWUHZmCULHPhMauXjyJdmi
612
=6x8
=4x8
=3x5
=3x4
=3x4 =MT18HS 3x10
=3x4 =3x8 =4x8
=3x5 =6x8
1 9
13 12 11 10
2 8
20 292821
4 5 25 26 6272423223 7
T1
T2 T3
T1
B1 B2
W1 W2 W3 W3 W2 W1
HW1 HW1
1-00-08
-1-00-08
1-00-08
34-11-08
6-00-01
26-00-04
6-00-01
13-10-13
6-01-05
20-00-03
7-10-12
33-11-00
7-10-12
7-10-12
7-09-08
33-11-00
7-09-08
7-09-08
9-02-00
26-01-08
9-02-00
16-11-084-09-097-07
1-11
4-05-024-05-021-114-06-13Scale = 1:62.8
Plate Offsets (X, Y):[2:4-00,Edge], [3:4-00,1-15], [7:4-00,1-15], [8:4-00,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)-0.31 10-12 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(CT)-0.56 10-12 >727 180 MT18HS 197/144
BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT)0.16 8 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 127 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 SPF 2100F 1.8E *Except* T2,T3:2x4 DF
No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 SPF 2100F 1.8E
WEBS 2x3 SPF Stud
WEDGE Left: 2x6 SPF 1650F 1.5E
Right: 2x6 SPF 1650F 1.5E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins,
except
2-0-0 oc purlins (2-2-0 max.): 3-7.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-13, 5-10
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (size)2=5-08, (min. 2-08), 8=5-08, (min. 2-08)
Max Horiz 2=63 (LC 11)
Max Grav 2=1959 (LC 1), 8=1959 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-3219/0, 20-21=-3133/0, 3-21=-3064/7, 3-22=-2730/34, 22-23=-2730/33, 23-24=-2731/33, 4-24=-2733/33,
4-5=-3811/0, 5-25=-2732/33, 25-26=-2732/33, 6-26=-2732/33, 6-27=-2732/33, 7-27=-2732/34, 7-28=-3066/7,
28-29=-3134/0, 8-29=-3220/0
BOT CHORD 2-13=0/2751, 12-13=0/3737, 11-12=0/3745, 10-11=0/3745, 8-10=0/2753
WEBS 3-13=0/886, 4-13=-1383/14, 5-10=-1389/14, 7-10=0/889
NOTES (8-10)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-0-8 to 2-4-3, Interior (1) 2-4-3 to 7-10-12, Exterior(2R) 7-10-12 to 12-8-5, Interior (1) 12-8-5 to 26-0-4, Exterior(2R) 26-0-4 to 30-9-13, Interior (1)
30-9-13 to 34-11-8 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)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)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.7)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 percent
9)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A06 1 1523817 ROOF Hip Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:04 Page: 1
ID:p4ifAlKc399i0TWeE1vhPuyJuys-mcb9T1QieKxUZpdhNgbsYjzHt9RdlsyFTirK_HyJdmj
612
=4x12 =2x4
=3x4
=6x8
=8x8 =4x12
=2x4 =4x12 =2x4
=2x4
=3x8
=M18SHS 6x14
=4x8
=5x4
=4x6 =8x8
=6x8
=3x4
=2x4
=4x12
1 13
38 22 39 21 40 4120 42 43 19 44 45 18 17 46 1647 48 15 49 14 50
2 12
3 11
5 31 32 6 33 34 7 35 8 93630 37294 10
T1
T2 T3
T1
B1 B2
W1 W2
W3 W4 W5 W6 W5 W6 W5 W6 W5 W4 W3
W2 W1
HW1 HW2
1-00-08
-1-00-08
1-00-08
34-11-08
2-10-02
30-10-06
2-10-02
5-10-12
3-00-10
33-11-00
3-00-10
3-00-10
4-04-10
19-01-13
4-04-10
14-09-03
4-04-10
23-06-06
4-05-14
10-04-10
4-05-14
28-00-04
2-08-06
5-09-00
2-08-06
30-10-06
3-00-10
33-11-00
3-00-10
3-00-10
4-04-10
19-01-13
4-04-10
14-09-03
4-04-10
23-06-06
4-07-10
28-02-00
4-07-10
10-04-103-11-127-07
1-05
3-05-083-05-081-053-06-13Scale = 1:63
Plate Offsets (X, Y):[2:1-00,2-01], [9:2-08,2-00], [12:1-00,2-01]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.57 18-19 >713 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.63 Vert(CT)-0.90 18-19 >454 180 M18SHS 244/190
BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT)0.17 12 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 196 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 1650F 1.5E
BOT CHORD 2x6 SP 2700F 2.2E
WEBS 2x3 SPF Stud *Except* W3,W4:2x4 DF Std or 2x4 SPF Stud
WEDGE Left: 2x3 SPF Stud
Right: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins,
except
2-0-0 oc purlins (2-3-5 max.): 4-10.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-21, 7-16, 9-15
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (size)2=5-08, (min. 3-01), 12=5-08, (min. 3-01)
Max Horiz 2=49 (LC 7)
Max Grav 2=3682 (LC 1), 12=3662 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6657/0, 3-4=-7011/0, 4-29=-6231/0, 29-30=-6233/0, 5-30=-6234/0, 5-31=-10393/0, 31-32=-10393/0, 6-32=-10393/0,
6-33=-10393/0, 33-34=-10393/0, 7-34=-10393/0, 7-35=-9051/0, 8-35=-9051/0, 8-9=-9051/0, 9-36=-6212/0,
36-37=-6211/0, 10-37=-6209/0, 10-11=-6985/0, 11-12=-6615/0
BOT CHORD 2-38=0/5839, 22-38=0/5839, 22-39=0/5839, 21-39=0/5839, 21-40=0/9123, 40-41=0/9123, 20-41=0/9123, 20-42=0/9123,42-43=0/9123, 19-43=0/9123, 19-44=0/10440, 44-45=0/10440, 18-45=0/10440, 17-18=0/10440, 17-46=0/10440,16-46=0/10440, 16-47=0/9051, 47-48=0/9051, 15-48=0/9051, 15-49=0/5802, 14-49=0/5802, 14-50=0/5802,
12-50=0/5802
WEBS 3-22=-324/36, 3-21=-25/738, 4-21=0/1995, 5-21=-3504/0, 5-20=0/323, 5-19=0/1588, 6-19=-646/87, 7-18=0/335,
7-16=-1730/0, 9-16=0/1142, 9-15=-3446/0, 10-15=0/1980, 11-15=-26/755, 11-14=-341/36
NOTES (10-12)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional);
cantilever left and right exposed ; end vertical left and right exposed; 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)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 34 lb up at 5-10-12, 140 lb down and 32 lb up at 7-11-8,
140 lb down and 32 lb up at 9-11-8, 140 lb down and 32 lb up at 11-11-8, 136 lb down and 31 lb up at 13-11-8, 136 lb down and 31 lb up at 15-11-8, 136 lb down and 31 lb
up at 17-11-8, 136 lb down and 31 lb up at 19-11-8, 136 lb down and 31 lb up at 21-11-8, 136 lb down and 31 lb up at 23-11-8, and 136 lb down and 31 lb up at 25-11-8, and
169 lb down and 33 lb up at 28-0-4 on top chord, and 59 lb down at 1-11-8, 59 lb down at 3-11-8, 71 lb down at 5-11-8, 71 lb down at 7-11-8, 71 lb down at 9-11-8, 71 lb
down at 11-11-8, 69 lb down at 13-11-8, 69 lb down at 15-11-8, 69 lb down at 17-11-8, 69 lb down at 19-11-8, 69 lb down at 21-11-8, 69 lb down at 23-11-8, 69 lb down at
25-11-8, 69 lb down at 27-11-8, and 58 lb down at 29-11-8, and 58 lb down at 31-11-8 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
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.
12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
Job Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A07 1 1523817 ROOF Hip Girder Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:02 Page: 1
ID:QsffNnK2lMU3s3nO1FNwkByJuxa-qETP2LPS7jhmJWTIGGYOSIuyVMm4Hyey?OMDwOyJdml
Continued on page 2
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-90, 4-10=-90, 10-13=-90, 23-26=-20
Concentrated Loads (lb)
Vert: 4=-523 (B), 8=-136 (B), 17=-67 (B), 21=-71 (B), 15=-67 (B), 10=-519 (B), 29=-140 (B), 30=-140 (B), 31=-140 (B), 32=-136 (B), 33=-136 (B), 34=-136 (B),
35=-136 (B), 36=-136 (B), 37=-136 (B), 38=-59 (B), 39=-42 (B), 40=-71 (B), 41=-71 (B), 42=-71 (B), 43=-67 (B), 44=-67 (B), 45=-67 (B), 46=-67 (B), 47=-67 (B),
48=-67 (B), 49=-39 (B), 50=-58 (B)
Job Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A07 1 1523817 ROOF Hip Girder Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:02 Page: 2
ID:QsffNnK2lMU3s3nO1FNwkByJuxa-qETP2LPS7jhmJWTIGGYOSIuyVMm4Hyey?OMDwOyJdml
612
=6x8
=1.5x4
=3x4
=3x4
=3x6
=5x4
=6x8 =4x6
=3x4
=3x4 =1.5x4
=6x8
1
13 12 11 10
92
20 23
83
74
5 2221
6
T2
T1
T3
B1 B2
W1
W2 W3
W4
W3 W2
W1
HW1 HW2
1-00-08
-1-00-08
5-07-00
11-04-08
5-07-00
28-01-08
5-07-00
22-06-08
5-07-00
16-11-08
5-09-08
33-11-00
5-09-08
5-09-08
8-04-08
25-04-00
8-04-08
16-11-08
8-07-00
33-11-00
8-07-00
8-07-009-03-157-079-01-03Scale = 1:60.4
Plate Offsets (X, Y):[2:3-08,Edge], [9:3-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL)-0.24 12-13 >999 240 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.42 12-13 >975 180
BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT)0.13 9 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 138 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 SPF 2100F 1.8E
WEBS 2x3 SPF Stud
WEDGE Left: 2x4 DF or SPF Std or Stud
Right: 2x4 DF or SPF Std or Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 4-12, 7-12
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)2=5-08, (min. 2-08), 9=5-08, (min. 2-06)
Max Horiz 2=127 (LC 11)
Max Grav 2=1961 (LC 1), 9=1864 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-3277/0, 3-20=-3142/20, 3-4=-2964/30, 4-5=-2169/58, 5-21=-2081/67, 6-21=-2045/85, 6-22=-2045/87,
7-22=-2169/60, 7-8=-2973/37, 8-23=-3155/29, 9-23=-3282/4
BOT CHORD 2-13=-21/2810, 12-13=0/2378, 11-12=0/2381, 10-11=0/2381, 9-10=0/2822
WEBS 3-13=-393/75, 4-13=0/468, 4-12=-836/67, 6-12=0/1380, 7-12=-841/67, 7-10=0/479, 8-10=-400/80
NOTES (5-7)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional)and C-C Exterior(2E) -1-0-8 to 2-4-3, Interior (1) 2-4-3 to 16-11-8, Exterior(2R) 16-11-8 to 20-4-3, Interior (1) 20-4-3 to 33-11-0 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A08 1 1523817 ROOF Common Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:08 Page: 1
ID:7nGRTCSJPQlf3bYJdMYG8IyJuxQ-fOrgJOTDiZSw1RxScWfoiZ8y0nnnhi4rNKpY72yJdmf
612
=3x8
=1.5x4
=3x4
=3x4
=3x6
=3x8
=6x6
=3x6
=4x4
=4x4
=6x6
=4x12
=6x6 =6x6
=1.5x4
=3x6
NAILED
121
1718 16 15 14 13
2 11
109
3 8
4 7
5
6
T2
T1
T3
T4 T5B1B2
W4
W5
W9 W10 W11
W1
W2 W3 W6
W7 W8
HW1 HW1
1-00-08
-1-00-08
1-00-08
38-11-08
1-04-04
37-11-00
4-00-00
36-06-12
5-02-07
32-06-12
5-02-07
27-04-05
5-02-07
22-01-15
5-07-13
11-03-11
5-07-13
5-07-13
5-07-13
16-11-08
1-03-00
37-11-00
4-02-08
36-08-00
7-07-04
16-02-04
8-01-00
32-05-08
8-02-04
24-04-08
8-07-00
8-07-009-03-157-07
1-05
1-02-041-02-041-051-03-097-09-109-01-03Scale = 1:70.3
Plate Offsets (X, Y):[2:3-08,Edge], [9:2-11,Edge], [10:3-05,Edge], [11:2-12,0-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)-0.20 14-15 >999 240 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT)-0.35 14-15 >741 180
BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT)-0.03 11 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 167 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x3 SPF Stud *Except* W4,W8:2x4 DF Std or 2x4 SPF Stud
WEDGE Left: 2x3 SPF Stud
Right: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins,
except
2-0-0 oc purlins (3-11-0 max.): 9-10.
BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing.
WEBS 1 Row at midpt 6-17, 7-17, 4-17
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (size)2=5-08, (min. 1-08), 11=5-08, (min. 1-08), 17=5-08, (min. 3-11)
Max Horiz 2=-132 (LC 6)
Max Uplift 2=-392 (LC 20), 11=-5 (LC 8)
Max Grav 2=653 (LC 19), 11=750 (LC 20), 17=3448 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-645/1087, 3-4=-286/1197, 4-5=0/1577, 5-6=0/1781, 6-7=0/1589, 7-8=0/489, 8-9=-2017/0, 9-10=-2061/0,
10-11=-1005/0
BOT CHORD 2-18=-923/499, 17-18=-1205/44, 16-17=-612/58, 15-16=-612/58, 14-15=-62/255, 13-14=0/904, 11-13=0/895
WEBS 6-17=-1868/0, 7-17=-1063/32, 9-14=-1285/15, 10-14=0/1185, 3-18=-536/66, 4-18=0/630, 4-17=-896/49, 7-15=0/812,
8-15=-766/60, 8-14=0/1836
NOTES (11-13)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional);
cantilever left and right exposed ; end vertical left and right exposed; 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 392 lb uplift at joint 2 and 5 lb uplift at joint 11.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines.
9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility ofothers.
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.
13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-6=-90, 6-9=-90, 9-10=-90, 10-12=-90, 19-22=-20
Concentrated Loads (lb)
Vert: 10=-8 (B)
Job Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A09 1 1523817 ROOF Roof Special Girder Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:19 Page: 1
ID:fOHLzI2hdn2Y3HNwYsS_AryJuwe-qV?qd9c66xqMs7HZlKMNeu5rcCcumf_TvXzd0vyJdmU
Job Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A09 1 1523817 ROOF Roof Special Girder Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:19 Page: 2
ID:fOHLzI2hdn2Y3HNwYsS_AryJuwe-qV?qd9c66xqMs7HZlKMNeu5rcCcumf_TvXzd0vyJdmU
612
=3x6
=1.5x4
=3x4
=3x4
=3x6
=3x8
=6x6
=3x6
=3x4
=5x4
=6x8
=3x4
=6x6
=1.5x4 =3x6
1 11
1617 15 14 13 12
27210
262498
3
74
255
6
T2
T1
T3
T4
T5
B1 B2
W1
W2 W3
W4
W5 W6
W7 W8 W9 W8
HW1 HW1
1-00-08
-1-00-08
1-00-08
38-11-08
4-00-00
34-06-12
3-04-04
37-11-00
5-07-00
11-04-08
5-07-00
16-11-08
5-09-08
5-09-08
6-09-10
30-06-12
6-09-10
23-09-02
3-05-0837-11-003-09-0834-05-086-10-1430-08-007-06-1423-09-027-11-1416-02-048-02-068-02-069-03-157-07
1-11
2-01-142-01-141-112-03-096-09-109-01-03Scale = 1:69.1
Plate Offsets (X, Y):[2:2-08,0-08], [8:3-06,Edge], [9:1-12,3-00], [10:2-12,0-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL)-0.12 13-14 >999 240 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.20 13-14 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT)0.02 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 166 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x3 SPF Stud *Except* W4,W5:2x4 DF Std or 2x4 SPF Stud
WEDGE Left: 2x3 SPF Stud
Right: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied, except
2-0-0 oc purlins (4-6-6 max.): 8-9.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-16, 6-16, 7-16, 8-14
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)2=5-08, (min. 1-08), 10=5-08, (min. 1-08), 16=5-08, (min. 3-04)
Max Horiz 2=132 (LC 11)
Max Uplift 2=-153 (LC 24)
Max Grav 2=722 (LC 23), 10=920 (LC 24), 16=3060 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-24=-781/561, 3-24=-687/604, 3-4=-472/687, 4-5=0/1098, 5-6=0/1300, 6-25=0/1163, 7-25=0/917, 7-8=-364/127,
8-9=-1649/30, 9-26=-1194/36, 10-26=-1296/23
BOT CHORD 2-17=-500/614, 16-17=-762/80, 13-14=0/1658, 12-13=0/1102, 10-12=0/1102
WEBS 3-17=-501/76, 4-17=0/655, 4-16=-866/74, 6-16=-1502/18, 7-16=-1294/52, 7-14=0/561, 8-14=-1492/54, 9-13=0/610
NOTES (8-10)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-0-8 to 2-9-0, Interior (1) 2-9-0 to 16-11-8, Exterior(2R) 16-11-8 to 20-9-0, Interior (1) 20-9-0 to 34-6-12, Exterior(2R) 34-6-12 to 38-4-4, Interior (1)
38-4-4 to 38-11-8 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)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 153 lb uplift at joint 2.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 percent
9)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A10 1 1523817 ROOF Roof Special Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:18 Page: 1
ID:gZVlWoi_baAFNBm3WQutgWyJuuW-MJRSPpbULdiVEziNCdr86gYfKpFT1BBJhtE4UTyJdmV
612
=3x6
=1.5x4
=3x6
=3x4
=3x4
=3x8
=6x6
=3x6
=3x4
=3x4
=6x6
=3x4
=6x6
=3x8
1 11
1516 14 13 12
2 10
272623
983
4
75
24 25
6
T2
T1
T3
T4
T5
B1 B2
W1
W2 W3
W4
W5 W6
W7 W8 W9
HW1 HW1
1-00-08
-1-00-08
1-00-08
38-11-08
4-00-00
32-06-12
5-07-00
11-04-08
5-04-04
37-11-00
5-09-10
28-06-12
5-07-00
16-11-08
5-09-08
5-09-08
5-09-10
22-09-02
6-06-1422-09-02 7-02-1537-11-007-10-1530-08-017-11-1416-02-048-02-068-02-069-03-157-07
1-11
3-01-143-01-141-113-03-095-09-109-01-03Scale = 1:69.1
Plate Offsets (X, Y):[2:2-12,0-08], [10:3-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL)-0.08 12-13 >999 240 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.17 12-13 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT)0.02 10 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 165 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x3 SPF Stud *Except* W4,W5:2x4 DF Std or 2x4 SPF Stud
WEDGE Left: 2x3 SPF Stud
Right: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins,
except
2-0-0 oc purlins (5-2-4 max.): 8-9.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-15, 6-15, 7-15, 8-13
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (size)2=5-08, (min. 1-08), 10=5-08, (min. 1-08), 15=5-08, (min. 3-00)
Max Horiz 2=-132 (LC 10)
Max Uplift 2=-20 (LC 24)
Max Grav 2=765 (LC 23), 10=1020 (LC 24), 15=2839 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-23=-868/294, 3-23=-772/335, 3-4=-560/369, 4-5=-354/415, 5-24=0/827, 6-24=0/1029, 6-25=0/907, 7-25=0/696,
7-8=-437/96, 8-9=-1289/25, 9-26=-1294/46, 26-27=-1311/32, 10-27=-1403/22
BOT CHORD 2-16=-263/690, 15-16=-509/117, 14-15=-59/301, 13-14=-59/301, 12-13=0/1319, 10-12=0/1164
WEBS 3-16=-488/76, 5-16=0/639, 5-15=-866/74, 6-15=-1233/11, 7-15=-1215/52, 7-13=0/657, 8-13=-1140/68
NOTES (8-10)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-0-8 to 2-9-0, Interior (1) 2-9-0 to 16-11-8, Exterior(2R) 16-11-8 to 20-9-0, Interior (1) 20-9-0 to 32-6-12, Exterior(2R) 32-6-12 to 36-4-4, Interior (1)
36-4-4 to 38-11-8 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)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 20 lb uplift at joint 2.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 percent
9)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A11 1 1523817 ROOF Roof Special Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:17 Page: 1
ID:5nQsDv5tl?sbOyn6iFonsAyJufo-u6t4CTasaKaecp7BevJvZT0YtPw_IpeASDUWy1yJdmW
612
=3x6
=1.5x4
=3x4
=3x4
=3x6
=3x8
=6x6
=3x6
=3x6
=4x4
=6x6 =6x6
=3x4 =4x8
1 11
16 15 14 13 12
2 10
272326
3
9258
4 7245
6
T2
T1
T3
T4
T5
B1 B2
W1
W2 W3
W4
W5 W6
W7 W8 W9
HW1 HW1
1-00-08
-1-00-08
1-00-08
38-11-08
4-00-00
30-06-12
4-09-10
26-06-12
4-09-10
21-09-02
5-07-00
11-04-08
5-07-00
16-11-08
5-09-08
5-09-08
7-04-04
37-11-00
7-02-1330-08-00 7-03-0037-11-007-02-1523-05-037-11-1416-02-048-02-068-02-069-03-157-07
1-11
4-01-144-01-141-114-03-094-09-109-01-03Scale = 1:69.1
Plate Offsets (X, Y):[2:2-12,0-08], [10:3-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.08 12-22 >999 240 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT)-0.14 16-19 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT)0.01 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 157 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x3 SPF Stud
WEDGE Left: 2x3 SPF Stud
Right: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except
2-0-0 oc purlins (5-5-7 max.): 8-9.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-15, 6-15, 7-15
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (size)2=5-08, (min. 1-08), 10=5-08, (min. 1-08), 15=5-08, (min. 2-13)
Max Horiz 2=-132 (LC 10)
Max Uplift 2=-12 (LC 12), 10=-2 (LC 12)
Max Grav 2=807 (LC 23), 10=1105 (LC 24), 15=2630 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-23=-952/68, 3-23=-855/104, 3-4=-645/182, 4-5=0/566, 5-6=0/768, 6-24=0/658, 7-24=0/486, 7-8=-711/80,
8-25=-1200/76, 9-25=-1200/76, 9-26=-1339/50, 26-27=-1362/30, 10-27=-1487/26
BOT CHORD 2-16=-65/764, 15-16=-290/197, 14-15=-52/327, 13-14=-52/327, 12-13=0/1114, 10-12=0/1203
WEBS 3-16=-476/75, 4-16=0/618, 4-15=-862/74, 6-15=-970/0, 7-15=-1124/70, 7-13=0/868, 8-13=-899/85
NOTES (8-10)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-0-8 to 2-9-0, Interior (1) 2-9-0 to 16-11-8, Exterior(2R) 16-11-8 to 20-9-0, Interior (1) 20-9-0 to 30-6-12, Exterior(2R) 30-6-12 to 34-4-4, Interior (1)
34-4-4 to 38-11-8 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)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 12 lb uplift at joint 2 and 2 lb uplift at joint 10.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 percent
9)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A12 1 1523817 ROOF Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:16 Page: 1
ID:dnHCI7TF?1J_8yp7fKsblCyJugc-QwJi_7aEq0Sn?fY_4Cog1FTLC?Z6ZHs0DZlzQbyJdmX
612
=3x8 =1.5x4
=3x4
=6x8
=MT18HS 5x10
=6x6
=3x6
=6x8
=3x8
=6x6
=1.5x4
=3x8
1 10
14 13 12 11
2 9
21 26
825
3 7246
2322
4 5
T1
T2
T3
T4
T5
B1 B2
W1 W2
W3 W4
W5 W6 W7
W8
HW1 HW1
1-00-08
-1-00-08
1-00-08
38-11-08
2-01-08
18-00-04
4-00-00
28-06-12
4-06-14
33-01-10
4-09-06
37-11-00
6-06-08
24-06-12
7-10-02
15-10-12
8-00-10
8-00-10
1-04
16-02-04
8-00-06
16-01-00
8-00-10
8-00-10
10-10-06
37-11-00
10-10-06
27-00-108-09-097-07
1-11
1-11
5-01-145-01-141-115-03-093-01-098-05-021-118-06-13Scale = 1:69.1
Plate Offsets (X, Y):[2:3-08,Edge], [4:4-10,Edge], [6:4-08,2-00], [9:3-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.18 11-13 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.88 Vert(CT)-0.38 11-13 >690 180 MT18HS 197/144
BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.04 9 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 167 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 *Except* T1:2x4 DF 1800F 1.6E or
2x4 SPF 2100F 1.8E
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x3 SPF Stud *Except* W2,W5:2x4 DF Std or 2x4 SPF Stud
WEDGE Left: 2x3 SPF Stud
Right: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): 4-5, 6-7.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-13, 4-13, 5-13, 6-13
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (size)2=5-08, (min. 1-08), 9=5-08, (min. 1-08), 13=5-08, (min. 2-12)
Max Horiz 2=123 (LC 11)
Max Uplift 2=-1 (LC 12)
Max Grav 2=862 (LC 23), 9=1092 (LC 24), 13=2607 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-21=-979/145, 3-21=-703/192, 3-22=0/578, 4-22=0/729, 4-5=0/558, 5-23=0/605, 6-23=0/453, 6-24=-900/33,7-24=-900/33, 7-25=-977/35, 8-25=-1076/15, 8-26=-1407/59, 9-26=-1559/39
BOT CHORD 2-14=-131/757, 13-14=-131/757, 12-13=0/736, 11-12=0/736, 9-11=0/1318
WEBS 3-14=0/324, 3-13=-1100/63, 4-13=-662/77, 5-13=-657/61, 6-13=-1273/68, 6-11=0/398, 8-11=-481/83
NOTES (9-11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional)and C-C Exterior(2E) -1-0-8 to 2-9-0, Interior (1) 2-9-0 to 15-10-12, Exterior(2E) 15-10-12 to 18-0-4, Exterior(2R) 18-0-4 to 21-9-12, Interior (1) 21-9-12 to 28-6-12, Exterior(2R)28-6-12 to 32-4-4, Interior (1) 32-4-4 to 38-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactionsshown; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 0 lb uplift at joint 2.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A13 1 1523817 ROOF Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:15 Page: 1
ID:5nQsDv5tl?sbOyn6iFonsAyJufo-ykmJnnZc3iKwNVzoWUHRU2xAdb88qv1t_v?Qt8yJdmY
612
=3x6 =1.5x4
=4x4
=6x6
=4x4 =3x6
=6x6
=6x8
=6x6 =6x6
=3x4 =1.5x4
=3x8
1 10
15 14 13 12 11
2 9
2722
8
3 26
23 76
4 24 25 5
T1
T2 T3
T4
T5
B1 B2
W3 W4
W6
W5
W7 W8
W9W1
W2
HW1 HW1
1-00-08
-1-00-08
1-00-08
38-11-08
2-06-08
22-06-12
4-00-00
26-06-12
6-01-08
20-00-04
5-06-14
32-01-10
5-09-06
37-11-00
6-10-02
13-10-12
7-00-10
7-00-10
6-03-04
22-05-08
7-02-15
37-11-00
8-01-02
8-01-02
8-01-02
16-02-04
8-02-09
30-08-017-09-097-07
1-11
1-11
6-01-146-01-141-116-03-091-01-097-05-021-117-06-13Scale = 1:70.2
Plate Offsets (X, Y):[2:2-12,0-08], [9:3-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.09 11-12 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT)-0.20 11-12 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT)0.02 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 163 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x3 SPF Stud *Except* W4:2x4 DF Std or 2x4 SPF Stud
WEDGE Left: 2x3 SPF Stud
Right: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): 4-5, 6-7.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 4-14, 5-14
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (size)2=5-08, (min. 1-08), 9=5-08, (min. 1-08), 14=5-08, (min. 2-12)
Max Horiz 2=109 (LC 11)
Max Uplift 2=-11 (LC 12), 9=-1 (LC 12)
Max Grav 2=839 (LC 23), 9=1112 (LC 24), 14=2587 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-22=-972/54, 3-22=-733/92, 3-23=-818/73, 4-23=-667/127, 4-24=0/671, 24-25=0/671, 5-25=0/671, 5-6=-522/107,
6-7=-451/79, 7-26=-1262/76, 8-26=-1381/56, 8-27=-1399/46, 9-27=-1591/24
BOT CHORD 2-15=-48/766, 14-15=-343/84, 11-12=0/753, 9-11=0/1327
WEBS 4-14=-1238/83, 5-14=-1438/50, 6-12=-434/87, 5-12=-21/1071, 7-12=-575/44, 7-11=0/674, 8-11=-449/97, 3-15=-621/115,
4-15=-14/1011
NOTES (8-10)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-0-8 to 2-9-0, Interior (1) 2-9-0 to 13-10-12, Exterior(2R) 13-10-12 to 17-8-4, Interior (1) 17-8-4 to 20-0-4, Exterior(2E) 20-0-4 to 22-6-12, Interior (1)
22-6-12 to 26-6-12, Exterior(2R) 26-6-12 to 30-4-4, Interior (1) 30-4-4 to 38-11-8 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)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 11 lb uplift at joint 2 and 0 lb uplift at joint 9.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.7)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 percent
9)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A14 1 1523817 ROOF Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:15 Page: 1
ID:tU7IR8rCrF?Af4nn8VNYhXyJudY-ykmJnnZc3iKwNVzoWUHRU2xB6bEMqsOt_v?Qt8yJdmY
612
=3x6
=1.5x4
=3x4
=6x6
=4x4
=4x4
=3x6
=6x6
=4x8
=1.5x4
=3x8
1 9
13 12 11 10
2 8
2720
732621
5 2423 25224 6
T1
T2
T1
B1 B2
W3 W4W2
W1
W6W5
W7
HW1 HW1
1-00-08
-1-00-08
1-00-08
38-11-08
5-10-02
11-10-12
5-10-02
31-10-06
6-00-10
37-11-00
6-00-10
6-00-10
7-00-12
26-00-04
7-00-12
18-11-08
8-01-02
8-01-02
8-01-02
16-02-04
10-10-06
37-11-00
10-10-06
27-00-106-09-097-07
1-11
6-05-026-05-021-116-06-13Scale = 1:68.8
Plate Offsets (X, Y):[2:2-12,0-08], [8:3-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL)-0.19 10-12 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.90 Vert(CT)-0.38 10-12 >680 180
BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT)0.02 8 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 148 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 *Except* T2:2x4 DF 1800F 1.6E or
2x4 SPF 2100F 1.8E
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x3 SPF Stud
WEDGE Left: 2x3 SPF Stud
Right: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): 4-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 12-13.
WEBS 1 Row at midpt 4-12, 5-12
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (size)2=5-08, (min. 1-08), 8=5-08, (min. 1-08), 12=5-08, (min. 2-09)
Max Horiz 2=-94 (LC 10)
Max Grav 2=846 (LC 23), 8=1184 (LC 24), 12=2422 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-1027/0, 3-20=-826/19, 3-21=-746/8, 4-21=-724/39, 4-22=0/517, 22-23=0/514, 5-23=0/512, 5-24=-970/49,
24-25=-968/49, 6-25=-968/50, 6-26=-1068/16, 7-26=-1194/0, 7-27=-1496/36, 8-27=-1695/10
BOT CHORD 2-13=-9/830, 8-10=0/1424
WEBS 4-12=-1073/61, 5-12=-1472/88, 4-13=0/685, 3-13=-509/98, 5-10=0/1014, 7-10=-561/103
NOTES (7-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional)
and C-C Exterior(2E) -1-0-8 to 2-9-0, Interior (1) 2-9-0 to 11-10-12, Exterior(2R) 11-10-12 to 17-3-2, Interior (1) 17-3-2 to 26-0-4, Exterior(2R) 26-0-4 to 31-4-10, Interior (1)
31-4-10 to 38-11-8 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)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)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A15 1 1523817 ROOF Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:14 Page: 1
ID:Bw9fBolFAISX9c0C1lD8ELyJucN-TXCxZSYzIPC3lMOcznmCyqO1pBng5QdkmFGsLiyJdmZ
612
=3x8
=1.5x4
=4x8
=6x6 =4x4
=3x4 =4x6
=3x4 =6x6
=3x8
=1.5x4
=3x8
1 10
14 13 12 11
2 9
21 28
22 2738
5 624 2523 264 7
T1
T2
T1
B1 B2
W1
W2 W3 W4 W5 W2W6
W1
HW1 HW1
1-00-08
-1-00-08
1-00-08
38-11-08
4-10-02
32-10-06
4-10-02
9-10-12
5-00-10
37-11-00
5-00-10
5-00-10
6-00-08
21-11-12
6-00-08
15-11-04
6-00-08
28-00-04
6-04-12
16-02-04
9-09-08
37-11-00
9-09-08
9-09-08
11-11-04
28-01-085-09-097-07
1-11
5-05-025-05-021-115-06-13Scale = 1:69
Plate Offsets (X, Y):[2:3-08,Edge], [9:3-04,1-10]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL)-0.35 11-13 >750 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.93 Vert(CT)-0.71 11-13 >370 180
BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT)0.04 9 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 154 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x3 SPF Stud *Except* W5:2x4 DF Std or 2x4 SPF Stud
WEDGE Left: 2x3 SPF Stud
Right: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins,
except
2-0-0 oc purlins (5-2-3 max.): 4-7.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 5-13, 6-13
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (size)2=5-08, (min. 1-08), 9=5-08, (min. 1-08), 13=5-08, (min. 2-10)
Max Horiz 2=79 (LC 11)
Max Grav 2=832 (LC 23), 9=1165 (LC 24), 13=2436 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-21=-1025/10, 21-22=-862/30, 3-22=-844/31, 3-4=-558/11, 4-23=-410/31, 23-24=-412/31, 5-24=-414/30, 5-6=0/556,
6-25=-1068/17, 25-26=-1065/17, 7-26=-1063/17, 7-8=-1285/0, 8-27=-1526/23, 27-28=-1544/21, 9-28=-1707/2
BOT CHORD 2-14=-19/849, 13-14=-491/129, 12-13=0/622, 11-12=0/622, 9-11=0/1439
WEBS 3-14=-517/83, 4-14=-289/68, 5-14=-31/1057, 5-13=-1264/90, 6-13=-1465/67, 6-11=0/618, 8-11=-433/94
NOTES (7-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional)and C-C Exterior(2E) -1-0-8 to 2-9-0, Interior (1) 2-9-0 to 9-10-12, Exterior(2R) 9-10-12 to 15-3-2, Interior (1) 15-3-2 to 28-0-4, Exterior(2R) 28-0-4 to 33-4-10, Interior (1)
33-4-10 to 38-11-8 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)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)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 percent
8)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A16 1 1523817 ROOF Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:13 Page: 1
ID:ULB0wRfHWKvuf7Fcw?3jm9yJubC-?LeZM6XLX54C8CpQP3FzPdrs3oSrM0MaXbWJpGyJdma
612
=4x8
=6x8
=3x4
=3x6
=3x4
=3x4 =3x6
=3x4
=3x4
=6x8
=4x8
1 9
13 12 11 10
2 8
2720
4 5 23 24 622 2521 263 7
T1
T2 T3
T1
B1 B2
W1 W2 W3 W4 W6W5
HW1 HW2
1-00-08
-1-00-08
1-00-08
38-11-08
7-04-08
22-07-12
7-04-08
15-03-04
7-04-08
30-00-04
7-10-12
7-10-12
7-10-12
37-11-00
7-09-08
7-09-08
8-04-12
16-02-04
10-10-06
37-11-00
10-10-06
27-00-104-09-097-07
1-11
4-05-024-05-021-114-06-13Scale = 1:68.8
Plate Offsets (X, Y):[2:4-00,Edge], [3:4-10,Edge], [7:4-10,Edge], [8:3-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL)-0.19 10-19 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.92 Vert(CT)-0.41 10-19 >634 180
BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.04 8 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 142 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 SPF 2100F 1.8E *Except* T2,T3:2x4 DF
No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x3 SPF Stud *Except* W4:2x4 DF Std or 2x4 SPF Stud
WEDGE Left: 2x4 DF or SPF Std or Stud
Right: 2x4 DF or SPF Std or Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins,
except
2-0-0 oc purlins (2-2-0 max.): 3-7.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 6-12
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (size)2=5-08, (min. 1-08), 8=5-08, (min. 1-08), 12=5-08, (min. 2-05)
Max Horiz 2=65 (LC 11)
Max Uplift 2=-16 (LC 12), 8=-4 (LC 12)
Max Grav 2=934 (LC 1), 8=1248 (LC 1), 12=2177 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-20=-1101/35, 3-20=-949/62, 3-21=-856/84, 21-22=-857/84, 4-22=-859/84, 4-5=-857/83, 5-23=-44/338, 23-24=-44/338,6-24=-44/338, 6-25=-1436/41, 25-26=-1433/42, 7-26=-1433/42, 7-27=-1552/70, 8-27=-1697/36
BOT CHORD 2-13=-27/852, 11-12=-7/1232, 10-11=-7/1232, 8-10=0/1393
WEBS 5-13=0/901, 5-12=-1164/70, 6-12=-1694/27, 6-10=0/373
NOTES (8-10)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional)and C-C Exterior(2E) -1-0-8 to 2-9-0, Interior (1) 2-9-0 to 7-10-12, Exterior(2R) 7-10-12 to 13-3-2, Interior (1) 13-3-2 to 30-0-4, Exterior(2R) 30-0-4 to 35-4-10, Interior (1)35-4-10 to 38-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate 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 16 lb uplift at joint 2 and 4 lb uplift at joint 8.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 percent
9)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A17 1 1523817 ROOF Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:12 Page: 1
ID:o7sVV8bfqV3BrjUNIbxFFvyJuYi-X94B9mWjmnyLW2EDrMkksPJd9O6qdYZRIxnlHpyJdmb
612
=4x6 =2x4
=3x4
=4x8
=6x6 =4x6
=4x4
=4x8
=8x8
=3x5 =4x8 =4x9
=4x6
=4x6
=4x4 =6x6
=4x8
=3x4
=2x4 =4x9
1 13
22 21 44 45 4620 47 48 1949 50 18 1751 52 53 16 54 55 15 56 14 57
2 12
3 1143
5 6 32 33 587 34 35 36 837 38 39 9 40314130 42294 10
T1
T2 T3
T1
B1 B2
W1 W2
W3 W4 W5 W6 W7 W8 W5 W9 W5 W10 W3
W2 W1
HW2
1-00-08
-1-00-08
1-00-08
38-11-08
2-10-02
5-10-12
2-10-02
34-10-06 3-00-10
37-11-00
3-00-10
3-00-10
5-01-02
16-03-06
5-02-11
26-09-09
5-02-11
32-00-04
5-03-08
21-06-145-03-08
11-02-04
2-08-14
5-09-08
2-08-14
34-10-06 3-00-10
37-11-00
3-00-10
3-00-10
5-00-08
16-02-12
5-02-11
26-09-09
5-03-15
32-01-08
5-04-02
21-06-145-04-12
11-02-043-09-097-07
1-05
3-05-083-05-081-053-06-13Scale = 1:68.9
Plate Offsets (X, Y):[4:3-05,Edge], [5:2-08,2-00], [7:2-00,3-04], [8:2-08,2-00], [10:3-05,Edge], [12:Edge,0-04], [16:2-08,2-00], [17:2-08,2-00]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)-0.14 16-17 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT)-0.22 16-17 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT)0.02 12 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 186 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 *Except* T2,T3:2x6 SPF 1650F
1.5E
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x3 SPF Stud *Except* W8,W10:2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEDGE Right: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins,
except
2-0-0 oc purlins (4-7-11 max.): 4-10.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 7-19
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS All bearings 5-08.
(lb) -Max Horiz 2=50 (LC 7)
Max Uplift All uplift 100 (lb) or less at joint(s) 2, 20
Max Grav All reactions 250 (lb) or less at joint(s) except 2=494 (LC 19),12=1988 (LC 20), 19=3297 (LC 20), 20=1180 (LC 19)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-486/106, 5-6=0/867, 6-32=0/867, 32-33=0/867, 33-58=0/867, 7-58=0/867, 7-34=-2142/30, 34-35=-2142/30,
35-36=-2142/30, 8-36=-2142/30, 8-37=-3425/0, 37-38=-3425/0, 38-39=-3425/0, 9-39=-3425/0, 9-40=-2751/0,
40-41=-2749/0, 41-42=-2742/0, 10-42=-2739/0, 10-43=-3059/0, 11-43=-3121/0, 11-12=-3203/0
BOT CHORD 2-22=-52/386, 21-22=-52/386, 21-44=-867/12, 44-45=-867/12, 45-46=-867/12, 20-46=-867/12, 20-47=-1163/0,
47-48=-1163/0, 19-48=-1163/0, 19-49=-1112/0, 49-50=-1112/0, 18-50=-1112/0, 17-18=-1112/0, 17-51=0/2142,
51-52=0/2142, 52-53=0/2142, 16-53=0/2142, 16-54=0/3425, 54-55=0/3425, 15-55=0/3425, 15-56=0/2793, 14-56=0/2793,
14-57=0/2793, 12-57=0/2793
WEBS 3-21=-266/0, 5-21=-13/1174, 5-20=-1174/91, 7-20=0/352, 7-19=-2931/59, 7-17=0/3734, 8-17=-1563/90, 8-16=0/1480,9-16=-519/99, 9-15=-863/41, 10-15=0/772
NOTES (10-12)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional);cantilever left and right exposed ; end vertical left and right exposed; 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) 2, 20.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 25 lb down and 8 lb up at 6-11-8, 25 lb down and 8 lb up at 8-11-8, 61 lbdown and 23 lb up at 10-5-8, 97 lb down and 29 lb up at 12-11-8, 97 lb down and 29 lb up at 14-11-8, 140 lb down and 32 lb up at 16-11-8, 140 lb down and 32 lb up at17-11-8, 140 lb down and 32 lb up at 19-11-8, 140 lb down and 32 lb up at 21-11-8, 140 lb down and 32 lb up at 23-11-8, 140 lb down and 32 lb up at 25-11-8, 123 lb downand 29 lb up at 27-11-8, 123 lb down and 29 lb up at 29-11-8, and 155 lb down and 31 lb up at 32-0-4, and 156 lb down and 30 lb up at 33-11-8 on top chord, and 66 lb downand 38 lb up at 6-11-8, 66 lb down and 38 lb up at 8-11-8, 3 lb down at 10-5-8, 52 lb down at 12-11-8, 52 lb down at 14-11-8, 71 lb down at 16-11-8, 71 lb down at 17-11-8,71 lb down at 19-11-8, 71 lb down at 21-11-8, 71 lb down at 23-11-8, 71 lb down at 25-11-8, 66 lb down at 27-11-8, 66 lb down at 29-11-8, 66 lb down at 31-11-8, and 209lb down at 33-11-8, and 67 lb down at 35-11-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
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.
Job Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A18 1 1523817 ROOF Hip Girder Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:10 Page: 1
ID:YjKT5djQZ5xFcCRZ6VT9v5yJg0y-7aO2WkUrTsanfaWeAEA1FnhFeAA9Q7g_c_Y5gVyJdme
Continued on page 2
11)For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections.
12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-4=-90, 4-10=-90, 10-13=-90, 23-26=-20
Concentrated Loads (lb)
Vert: 18=-71 (F), 15=-42 (F), 10=-123 (F), 31=-45 (F), 32=-97 (F), 33=-97 (F), 34=-140 (F), 35=-140 (F), 36=-140 (F), 37=-140 (F), 38=-140 (F), 39=-140 (F),
41=-123 (F), 42=-123 (F), 43=-86 (F), 44=-66 (F), 45=-66 (F), 46=-3 (F), 47=-47 (F), 48=-47 (F), 49=-71 (F), 50=-71 (F), 51=-71 (F), 52=-71 (F), 53=-71 (F),
54=-42 (F), 55=-42 (F), 56=-199 (F), 57=-67 (F)
Job Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
A18 1 1523817 ROOF Hip Girder Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:10 Page: 2
ID:YjKT5djQZ5xFcCRZ6VT9v5yJg0y-7aO2WkUrTsanfaWeAEA1FnhFeAA9Q7g_c_Y5gVyJdme
612
=3x6 =1.5x4 =1.5x4
=1.5x4 =1.5x4
=1.5x4 =1.5x4
=4x4
=1.5x4 =1.5x4 =1.5x4
=1.5x4 =1.5x4
=1.5x4
=1.5x4 =3x6
1 11
18 17 16 15 14 13 12
102
3 9
4 8
5 7
6
T1 T1
B1
HW1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
HW1
1-00-08
13-00-08
1-00-08
-1-00-08
6-00-00
6-00-00
6-00-00
12-00-00
12-00-003-10-037-073-07-07Scale = 1:29
Plate Offsets (X, Y):[2:2-12,0-08], [10:2-12,0-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.00 25 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 50 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
OTHERS 2x3 SPF Stud
WEDGE Left: 2x3 SPF Stud
Right: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 12-00-00.
(lb) -Max Horiz 2=45 (LC 11), 19=45 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 10, 12, 13, 14, 16, 17, 18, 25
except 2=-107 (LC 24), 19=-107 (LC 24)
Max Grav All reactions 250 (lb) or less at joint(s) 2, 13, 14, 16, 17, 18, 19except 12=382 (LC 1), 15=337 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-87/308, 3-4=-46/286, 4-5=-16/296, 5-6=0/278, 6-7=0/279, 7-8=-16/301, 8-9=-42/272, 9-10=-90/319
WEBS 6-15=-317/22
NOTES (9-11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(3E) -1-0-8 to 2-0-0, Exterior(2N) 2-0-0 to 6-0-0, Corner(3R) 6-0-0 to 9-0-0, Exterior(2N) 9-0-0 to 13-0-8 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 consultqualified building 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) 10, 16, 17, 18, 14, 13, 12, 10 except (jt=lb) 2=106, 2=106.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
B1 1 1523817 ROOF Common Supported Gable Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:56:59 Page: 1
ID:vhK7aL5?EowPUuws5kcUKMyJuSu-QfoGQJMZqoJBS2lja7?hrgGco8s44nmWJQ7ZJ4yJdmo
612
=3x6 =1.5x4
=5x4
=3x6
1 5
6
42
13 16
14 15
3
T1 T1
B1
W1
HW1 HW1
1-00-08
13-00-08
1-00-08
-1-00-08
6-00-00
6-00-00
6-00-00
12-00-00
6-00-00
6-00-00
6-00-00
12-00-003-10-037-073-07-07Scale = 1:28.9
Plate Offsets (X, Y):[2:2-08,0-08], [4:2-08,0-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)-0.05 6-12 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(CT)-0.07 6-12 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.02 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 41 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x3 SPF Stud
WEDGE Left: 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 beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (size)2=3-00, (min. 1-08), 4=3-00, (min. 1-08)
Max Horiz 2=45 (LC 11)
Max Uplift 2=-6 (LC 12), 4=-6 (LC 12)
Max Grav 2=754 (LC 1), 4=754 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-856/99, 13-14=-752/105, 3-14=-740/121, 3-15=-740/121, 15-16=-752/105, 4-16=-856/99
BOT CHORD 2-6=-41/662, 4-6=-12/662
WEBS 3-6=0/255
NOTES (6-8)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) -1-0-8 to 1-11-8, Interior (1) 1-11-8 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior (1) 9-0-0 to 13-0-8 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 6 lb uplift at joint 2 and 6 lb uplift at joint 4.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
B2 4 1523817 ROOF Common Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:56:59 Page: 1
ID:OuuVnh6d?52F52V3fR7jtZyJuSt-QfoGQJMZqoJBS2lja7?hrgGWA8pO4ndWJQ7ZJ4yJdmo
612
=3x8 =1.5x4
=5x4
=3x8
4
1 3
11 12
2
T1 T1
B1
W1
HW1 HW1
6-00-00
6-00-00
6-00-00
12-00-00
6-00-00
6-00-00
6-00-00
12-00-00
7-073-07-07Scale = 1:26.1
Plate Offsets (X, Y):[1:3-08,Edge], [3:3-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.06 4-7 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT)-0.08 4-10 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.02 1 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 38 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x3 SPF Stud
WEDGE Left: 2x3 SPF Stud
Right: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (size)1=3-00, (min. 1-08), 3=3-00, (min. 1-08)
Max Horiz 1=-39 (LC 10)
Max Grav 1=660 (LC 1), 3=660 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-11=-877/113, 2-11=-763/129, 2-12=-763/129, 3-12=-877/113
BOT CHORD 1-4=-69/682, 3-4=-44/682
WEBS 2-4=0/258
NOTES (6-8)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior (1) 9-0-0 to 12-0-0 zone; cantilever left and right exposed ; end vertical leftand 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 at joint(s) 3.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
B3 1 1523817 ROOF Common Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:01 Page: 1
ID:O9QxMVJH_KBrefIK8Wxi38yJuSc-M1v1r?OqMPZviMu6iY19w5LsOyT9Yh5pmkcgOyyJdmm
612
=3x4
=4x6
=1.5x4 =3x4
1 3
4
109
2
T1 T1
B1
ST1
6-15
11-05-12
5-01-15
10-10-13
5-08-14
5-08-14
11-05-122-10-110-042-06-15Scale = 1:25.2
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.32 Horiz(TL)0.01 4 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 33 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
OTHERS 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)1=11-05-12, (min. 1-08), 3=11-05-12, (min. 1-08), 4=11-05-12,
(min. 1-08)
Max Horiz 1=35 (LC 11)
Max Uplift 1=-58 (LC 24), 3=-58 (LC 23)
Max Grav 1=143 (LC 23), 3=143 (LC 24), 4=1138 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-9=-170/490, 2-9=-73/600, 2-10=-72/600, 3-10=-85/480
BOT CHORD 1-4=-446/148, 3-4=-446/123
WEBS 2-4=-900/182
NOTES (7-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 5-9-6, Exterior(2R) 5-9-6 to 8-9-6, Interior (1) 8-9-6 to 11-6-4 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)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 58 lb uplift at joint 1 and 58 lb uplift at joint 3.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 percent
8)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
BV1 1 1523817 ROOF Valley Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:00 Page: 1
ID:OuuVnh6d?52F52V3fR7jtZyJuSt-urMfdfNBb5R24CKw8rWwNtpiuY7IpC7gY4t7rWyJdmn
6 12
=3x4
=4x4
=1.5x4 =3x4
1 3
4
9 12
1110
2
T1 T1
B1
ST1
6-15
7-08-04
3-03-03
7-01-05
3-10-02
3-10-02
7-08-041-11-050-041-07-09Scale = 1:21.1
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 4 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 21 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
OTHERS 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 7-8-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)1=7-08-04, (min. 1-08), 3=7-08-04, (min. 1-08), 4=7-08-04,
(min. 1-08)
Max Horiz 1=-23 (LC 10)
Max Uplift 1=-10 (LC 24), 3=-10 (LC 23)
Max Grav 1=125 (LC 23), 3=125 (LC 24), 4=677 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=-71/269, 2-10=-61/310, 2-11=-55/310, 3-11=-65/269
WEBS 2-4=-474/135
NOTES (7-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 3-10-10, Exterior(2R) 3-10-10 to 6-10-10, Interior (1) 6-10-10 to 7-8-12 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for 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 10 lb uplift at joint 1 and 10 lb uplift at joint 3.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 percent
8)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
BV2 1 1523817 ROOF Valley Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:00 Page: 1
ID:OuuVnh6d?52F52V3fR7jtZyJuSt-urMfdfNBb5R24CKw8rWwNtpm8YBppEkgY4t7rWyJdmn
6 12
=3x4
=3x4
=3x4
1 3
2
T1 T1
B1
6-15
3-08-04
1-03-03
3-01-05
1-10-02
1-10-02
3-08-0411-050-04
7-09
Scale = 1:18.1
Plate Offsets (X, Y):[2:2-00,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 9 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (size)1=3-08-04, (min. 1-08), 3=3-08-04, (min. 1-08)
Max Horiz 1=-10 (LC 10)
Max Grav 1=203 (LC 1), 3=203 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-346/98, 2-3=-251/80
BOT CHORD 1-3=-83/299
NOTES (6-8)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 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)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 is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
BV3 1 1523817 ROOF Valley Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:01 Page: 1
ID:OuuVnh6d?52F52V3fR7jtZyJuSt-M1v1r?OqMPZviMu6iY19w5LzQyYeYjKpmkcgOyyJdmm
612
=3x4 =1.5x4 =1.5x4
=1.5x4
=4x4
=1.5x4 =1.5x4
=3x4
1 5
8 7 6
2 4
3
T1 T1
B1
ST2
ST1 ST1
6-15
8-10-12
3-10-07
8-03-13
4-05-06
4-05-06
8-10-122-02-150-041-11-03Scale = 1:22.1
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 8 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 27 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
OTHERS 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 8-10-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 8-10-12.
(lb) -Max Horiz 1=-27 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s) 6, 8
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5, 7 except 6=340 (LC24), 8=340 (LC 23)
1 1FORCES (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 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 0-0-8 to 3-1-14, Interior (1) 3-1-14 to 4-5-14, Exterior(2R) 4-5-14 to 7-8-15, Interior (1) 7-8-15 to 8-11-4 zone; cantilever left and right exposed ; endvertical 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 consultqualified building 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) 8, 6.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 percent10)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
EV1 1 1523817 ROOF Valley Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:56:56 Page: 1
ID:ppDmFnApG88mfZEzowiLR7yJuRV-?468oIKhXtxdbb08v?R_D2e6XxrktS14dSvvilyJdmr
612
=3x4
=4x4
=1.5x4 =3x4
4
31
2
T1 T2
B1
ST1
6-15
6-01-13
2-07-03
2-07-03
2-11-11
5-06-14
6-01-131-09-096-00
2-012-011-113-121-05-131-09-09Scale = 1:21
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 18 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
OTHERS 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-4-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 6-05-07.
(lb) -Max Horiz 1=-18 (LC 10), 5=-18 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s) except 1=-138 (LC 24),
5=-138 (LC 24)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 3, 5, 10 except 4=659(LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-65/345, 2-3=-62/357
BOT CHORD 1-4=-286/94, 3-4=-286/94
WEBS 2-4=-480/136
NOTES (8-10)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 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)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 137 lb uplift at joint 1 and 137 lb uplift at joint 1.
6)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
EV2 1 1523817 ROOF Valley Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 10:27:06 Page: 1
ID:aAH4eyuqNGaPEeEJmpGBKZyJuQa-?HUOgBE1G__ollO0x7wRakcPoZaFz1qVq3MgEqyJdKZ
612
=3x4 =1.5x4 =1.5x4
=1.5x4 =1.5x4
=4x4
=1.5x4 =1.5x4 =1.5x4
=1.5x4 =1.5x4
=3x4
1
12 11 10 9 8
7
18 1962
53
4
T1 T2
B1ST3ST2ST1 ST2ST15-05-04
11-07-10
6-02-06
6-02-06
11-07-103-01-070-04 4-13
Scale = 1:24.7
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 7 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 40 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
OTHERS 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 0-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 11-08-15.
(lb) -Max Horiz 1=37 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 7, 8, 9, 11, 12, 17
Max Grav All reactions 250 (lb) or less at joint(s) 1, 7, 9, 11, 17 except8=385 (LC 24), 10=381 (LC 1), 12=382 (LC 23)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-72/310, 2-3=-21/261, 3-4=0/266, 4-5=0/266, 5-6=0/256, 6-19=-42/311
WEBS 4-10=-323/18
NOTES (11-13)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 6-2-14, Exterior(2R) 6-2-14 to 9-2-14, Interior (1) 9-2-14 to 11-9-7 zone; cantilever left and right exposed ; end verticalleft 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 consultqualified building 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)Solid blocking is required on both sides of the truss at joint(s), 1.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 12, 9, 8.
9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7.10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
GV1 1 1523817 ROOF Valley Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:56:57 Page: 1
ID:iUzNeBQh8kb2tTVXovngPYyJgI6-TGgW?dLJIA3UDkbLTiyDlFBFALAOcvTDs6eTFByJdmq
612
=3x4
=4x4
=1.5x4 =3x4
1 3
4
9 10
2
T1 T1
B1
ST1
6-15
8-07-04
3-08-11
8-00-05
4-03-10
4-03-10
8-07-042-02-010-041-10-05Scale = 1:21.9
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horiz(TL)0.00 4 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 24 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
OTHERS 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 8-7-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)1=8-07-04, (min. 1-08), 3=8-07-04, (min. 1-08), 4=8-07-04,
(min. 1-08)
Max Horiz 1=26 (LC 11)
Max Uplift 1=-22 (LC 24), 3=-22 (LC 23)
Max Grav 1=128 (LC 23), 3=128 (LC 24), 4=791 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-9=-155/340, 2-9=-75/388, 2-10=-69/388, 3-10=-79/340
BOT CHORD 1-4=-304/131, 3-4=-304/122
WEBS 2-4=-573/153
NOTES (7-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 4-4-2, Exterior(2R) 4-4-2 to 7-5-7, Interior (1) 7-5-7 to 8-7-12 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)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 22 lb uplift at joint 1 and 22 lb uplift at joint 3.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 percent
8)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
GV2 1 1523817 ROOF Valley Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:56:59 Page: 1
ID:z?PlUePdzdj?0Rt?mHibweyJgEF-QfoGQJMZqoJBS2lja7?hrgGaJ8qe4nyWJQ7ZJ4yJdmo
612
=3x4 =1.5x4 =1.5x4
=1.5x4 =1.5x4
=1.5x4 =1.5x4
=4x4
=1.5x4 =1.5x4 =1.5x4
=1.5x4
=1.5x4 =3x4
1 8
14 13 12 11 10 9
212
201937
4 6
5
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
6-15
14-04-12
6-15
6-15
6-07-07
7-02-06
6-07-07
13-09-13
14-04-123-07-070-043-03-11Scale = 1:29.6
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 8 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 50 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
OTHERS 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 14-04-12.
(lb) -Max Horiz 1=-44 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s) 9, 10, 12, 13, 14
Max Grav All reactions 250 (lb) or less at joint(s) 1, 8, 10, 12, 13 except9=528 (LC 24), 11=290 (LC 1), 14=343 (LC 23)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 7-9=-342/93
NOTES (9-11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) -0-3-2 to 2-11-4, Interior (1) 2-11-4 to 6-11-4, Exterior(2R) 6-11-4 to 9-11-4, Interior (1) 9-11-4 to 14-1-10 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)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) 13, 14, 10, 9.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
GV3 1 1523817 ROOF Valley Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:56:57 Page: 1
ID:ivoDq?oBa9X28iRso9lnPAyJgBA-TGgW?dLJIA3UDkbLTiyDlFBE8L9ocvbDs6eTFByJdmq
612
=3x4 =1.5x4
=4x6
=3x4
1 3
4
109
2
T1 T1
B1
ST1
6-15
11-07-04
5-02-11
11-00-05
5-09-10
5-09-10
11-07-042-11-010-042-07-05Scale = 1:25.4
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.46 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.33 Horiz(TL)0.01 4 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 33 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
OTHERS 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)1=11-07-04, (min. 1-08), 3=11-07-04, (min. 1-08), 4=11-07-04,
(min. 1-08)
Max Horiz 1=35 (LC 11)
Max Uplift 1=-61 (LC 24), 3=-61 (LC 23)
Max Grav 1=142 (LC 23), 3=142 (LC 24), 4=1156 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-9=-168/500, 2-9=-75/613, 2-10=-73/613, 3-10=-86/492
BOT CHORD 1-4=-456/147, 3-4=-456/124
WEBS 2-4=-916/184
NOTES (7-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 5-10-2, Exterior(2R) 5-10-2 to 8-10-2, Interior (1) 8-10-2 to 11-7-12 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)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 61 lb uplift at joint 1 and 61 lb uplift at joint 3.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 percent
8)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
GV4 1 1523817 ROOF Valley Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:56:58 Page: 1
ID:ag2kgNrieO2UdJle1?pjZ0yJgB6-xSEuDzMx3UBLruAX1QUSITjMBlRgLHVN4mO0ndyJdmp
612
=3x4
=4x4
=1.5x4 =3x4
1 3
4
129
10 11
2
T1 T1
B1
ST1
6-15
7-07-04
3-02-11
7-00-05
3-09-10
3-09-10
7-07-041-11-010-041-07-05Scale = 1:21.1
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 4 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 21 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
OTHERS 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 7-7-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)1=7-07-04, (min. 1-08), 3=7-07-04, (min. 1-08), 4=7-07-04,
(min. 1-08)
Max Horiz 1=-23 (LC 10)
Max Uplift 1=-9 (LC 24), 3=-9 (LC 23)
Max Grav 1=124 (LC 23), 3=124 (LC 24), 4=667 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=-69/262, 2-10=-60/303, 2-11=-54/303, 3-11=-63/262
WEBS 2-4=-465/133
NOTES (7-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 3-10-2, Exterior(2R) 3-10-2 to 6-10-2, Interior (1) 6-10-2 to 7-7-12 zone; cantilever left and right exposed ; end verticalleft and right exposed;C-C for 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 9 lb uplift at joint 1 and 9 lb uplift at joint 3.
6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 percent
8)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
GV5 1 1523817 ROOF Valley Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:56:58 Page: 1
ID:PqP?wQwTDEoeLECnOFw8pHyJgB0-xSEuDzMx3UBLruAX1QUSITjQklVQLKHN4mO0ndyJdmp
612
=3x4
=4x4
=1.5x4 =3x4
1 3
4
2
T1 T1
B1
ST1
6-15
5-07-04
2-02-11
5-00-05
2-09-10
2-09-10
5-07-041-05-010-04
1-01-05
Scale = 1:19.4
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 15 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
OTHERS 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-7-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)1=5-07-04, (min. 1-08), 3=5-07-04, (min. 1-08), 4=5-07-04,
(min. 1-08)
Max Horiz 1=16 (LC 11)
Max Grav 1=107 (LC 23), 3=107 (LC 24), 4=446 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-275/89
NOTES (6-8)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=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)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
GV6 1 1523817 ROOF Valley Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:01 Page: 1
ID:E_mGBT_Dp4Yn39fxkW1Y3YyJgAw-M1v1r?OqMPZviMu6iY19w5LznyYqYi0pmkcgOyyJdmm
13.4212
=3x4
=1.5x4 =1.5x4
=1.5x4 =1.5x4
=1.5x4 =1.5x4
=1.5x4 =1.5x4
=4x4 =3x4
1
11 10 9 8
7
2
3
4
5
6
T1 W1
B1
ST4
ST3
ST2
ST1
10-00-10
10-00-1011-03-010-04 11-03-01Scale = 1:50.7
Plate Offsets (X, Y):[7:Edge,3-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 7 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 75 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2
OTHERS 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 6-7, 5-8
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 10-00-10.
(lb) -Max Horiz 1=289 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s) 8, 9, 10, 11 except 1=-102
(LC 10), 7=-107 (LC 11)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 7, 8, 9, 10 except
11=253 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-513/513, 2-3=-448/445, 3-4=-353/358, 4-5=-274/288
NOTES (8-10)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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 Corner (3) 0-0-4 to 4-0-13, Exterior(2R) 4-0-13 to 9-11-1 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) 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 consultqualified building designer as per ANSI/TPI 1.
3)Gable requires continuous bottom chord bearing.
4)Gable studs spaced at 2-0-0 oc.
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) 8, 9, 10, 11 except (jt=lb) 7=107, 1=101.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 percent
9)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
H1 2 1523817 ROOF Lay-In Gable Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:20 Page: 1
ID:JqEtRCE1MVv1J7xREGJf1vyJv0s-IhZCqVdktFyDTHrmJ2tcB5e6Kc?LVHec8BjAZMyJdmT
13.4212
=3x4 =1.5x4 =1.5x4
=1.5x4 =1.5x4
=1.5x4 =1.5x4
=1.5x4 =1.5x4
=4x4 =3x5
1
11 10 9 8
7
2
14
3
4
5
6
T1 W1
B1
ST4
ST3
ST2
ST1
10-11-14
10-11-1412-03-110-04 12-03-11Scale = 1:52.2
Plate Offsets (X, Y):[7:Edge,3-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.21 Horiz(TL)0.00 7 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 86 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2
OTHERS 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 6-7, 5-8
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 10-11-14.
(lb) -Max Horiz 1=317 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 8, 9, 10, 11 except 7=-120
(LC 11)
Max Grav All reactions 250 (lb) or less at joint(s) 7, 8, 9, 10 except 1=261
(LC 18), 11=338 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-545/548, 2-14=-451/418, 3-14=-435/445, 3-4=-361/370, 4-5=-284/299
NOTES (8-10)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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 Corner (3) 0-0-4 to 4-3-2, Exterior(2R) 4-3-2 to 10-10-5 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) 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 consultqualified building designer as per ANSI/TPI 1.
3)Gable requires continuous bottom chord bearing.
4)Gable studs spaced at 2-0-0 oc.
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) 1, 8, 9, 10, 11 except (jt=lb) 7=120.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 percent
9)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
H2 1 1523817 ROOF Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:21 Page: 1
ID:D0BMNX2MhnMAvLTLTPjrhKyJufs-mu7b1rdMeY445RQytlOrkJAGO0KsEj?lNrSk5oyJdmS
13.4212
=4x4 =3x4
=1.5x4 =1.5x4
=3x6
=1.5x4 =1.5x4
=1.5x4 =1.5x4
=3x6
=1.5x4 =1.5x4
=1.5x4 =1.5x4
=1.5x4 =1.5x4
=3x4
17
16 15 14 13 12 11
10
9
8
7
6345
2
1
W1
T1
T2
T3
B1
ST1
ST2 ST2
ST3
ST4
ST5
3-01
14-00-10
4-00-00
7-04-00
3-04-00
3-04-00
6-05-09
13-09-09
14-00-1011-03-013-083-087-02-147-06-06Scale = 1:53.2
Plate Offsets (X, Y):[6:2-10,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.27 Horiz(TL)0.00 10 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-SH Weight: 105 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2
OTHERS 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.): 3-6.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 1-17, 2-16
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 14-00-10.
(lb) -Max Horiz 17=-286 (LC 8)
Max Uplift All uplift 100 (lb) or less at joint(s) 11, 12, 14, 15, 16 except
10=-125 (LC 11), 13=-112 (LC 8), 17=-117 (LC 10)
Max Grav All reactions 250 (lb) or less at joint(s) 10, 11, 12, 14, 16, 17
except 13=257 (LC 18), 15=274 (LC 17)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 7-8=-353/359, 8-9=-422/419, 9-10=-503/496
BOT CHORD 16-17=-341/353, 15-16=-341/353, 14-15=-341/353, 13-14=-341/353, 12-13=-341/353, 11-12=-341/353, 10-11=-341/353
WEBS 4-15=-252/108, 7-13=-272/214
NOTES (10-12)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 0-1-12 to 3-4-0, Interior (1) 3-4-0 to 7-4-0, Exterior(2R) 7-4-0 to 11-6-15, Interior (1) 11-6-15 to 13-8-15 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) 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 consultqualified building designer as per ANSI/TPI 1.
3)Provide adequate drainage to prevent water ponding.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 0-0-0 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) 16, 15, 14, 12, 11 except (jt=lb) 17=116, 10=124, 13=111.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
H3 1 1523817 ROOF Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:21 Page: 1
ID:hClkbt3_S4U1XU2X17E4EXyJufr-mu7b1rdMeY445RQytlOrkJAIO0LjEi2lNrSk5oyJdmS
13.4212 13.4212
=3x4
=1.5x4 =1.5x4 =3x6
=1.5x4 =1.5x4
=3x6 =1.5x4 =1.5x4
=1.5x4 =1.5x4
=1.5x4 =1.5x4
=1.5x4 =6x6
=3x6
=1.5x4 =1.5x4
=3x4
1
19 18 17
2 16
3
4 15
5 14
6 13
7 1211
8 9 10
T2
T1
T3
B1
B3
B2
ST4
ST3
ST3
ST3
ST3
ST2
ST1
3-10-11
15-01-12
11-03-02
11-03-02
2-00-00
15-01-12
3-10-07
3-10-07
9-03-05
13-01-1212-07-050-04 12-07-05Scale = 1:61
Plate Offsets (X, Y):[8:2-10,Edge], [12:1-11,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 10 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 83 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
OTHERS 2x4 DF Std or 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except
2-0-0 oc purlins (6-0-0 max.): 8-10.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 11-13.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS All bearings 14-10-05.
(lb) -Max Horiz 1=266 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 10, 14, 15, 16, 17, 18, 19
Max Grav All reactions 250 (lb) or less at joint(s) 1, 10, 14, 15, 16, 17, 18,
19 except 13=357 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-338/313, 2-3=-293/252, 3-4=-282/268
NOTES (10-12)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 0-0-4 to 3-2-0, Interior (1) 3-2-0 to 11-3-5, Exterior(2R) 11-3-5 to 14-6-3, Interior (1) 14-6-3 to 14-10-8 zone; cantilever left and right exposed ; end verticalleft 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)Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 1, 17, 14, 15, 16, 18, 19.
7)Non Standard bearing condition. Review required.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
H4 1 1523817 ROOF Lay-In Gable Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:22 Page: 1
ID:fOHLzI2hdn2Y3HNwYsS_AryJuwe-E4hzFBe?PsDxja?8RSv4GWjYSQiHzCGvbVCHdEyJdmR
612
=3x5
1
4
8
2
9
3
T1
B1
HW1
1-00-08
-1-00-08
1-10-12
1-10-12
1-11-11
3-10-07
1-10-122-09-067-07 2-06-11Scale = 1:20.8
Plate Offsets (X, Y):[2:2-08,0-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)0.00 4-7 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(CT)-0.01 4-7 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 11 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEDGE Left: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)2=5-08, (min. 1-08), 3= Mechanical, (min. 1-08), 4=Mechanical, (min. 1-08)
Max Horiz 2=58 (LC 12)
Max Uplift 2=-9 (LC 12), 3=-21 (LC 12), 4=-4 (LC 12)
Max Grav 2=265 (LC 1), 3=128 (LC 1), 4=81 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-8)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) -1-0-8 to 1-11-8, Interior (1) 1-11-8 to 3-9-11 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)Refer to girder(s) for truss to truss connections.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3, 9 lb uplift at joint 2 and 4 lb uplift at joint 4.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J01 2 1523817 ROOF Jack-Open Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:23 Page: 1
ID:TTYuy5IoDkELcld0wqLSfmyJuxc-jGFLSWfdA9LoLkaL_AQJpkGhaq2uigm2q9yr9hyJdmQ
6 12
=3x5
1
4
2
3
T1
B1
HW1
1-00-08
-1-00-08
0-05
1-10-12
1-10-07
1-10-07
1-10-121-09-067-07 1-06-11Scale = 1:20.1
Plate Offsets (X, Y):[2:2-08,0-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)0.00 4-7 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 4-7 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 8 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEDGE Left: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)2=5-08, (min. 1-08), 3= Mechanical, (min. 1-08), 4=Mechanical, (min. 1-08)
Max Horiz 2=37 (LC 12)
Max Uplift 2=-16 (LC 12), 3=-8 (LC 12)
Max Grav 2=222 (LC 1), 3=58 (LC 1), 4=31 (LC 3)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-8)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)Refer to girder(s) for truss to truss connections.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 2 and 8 lb uplift at joint 3.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J02 2 1523817 ROOF Jack-Open Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:23 Page: 1
ID:TTYuy5IoDkELcld0wqLSfmyJuxc-jGFLSWfdA9LoLkaL_AQJpkGj7q4Rigm2q9yr9hyJdmQ
4.2412
1
2
4
5
3
T1
9-09-12
1-05-11
1-05-11
8-04-01
9-09-123-11-07Scale = 1:19.5
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.22 2-3 >447 240
TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT)-0.31 2-3 >317 180
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.00 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 19 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 1650F 1.5E
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 truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (size)2=3-08, (min. 1-08), 3= Mechanical, (min. 1-08)
Max Horiz 3=80 (LC 8)
Max Uplift 2=-82 (LC 8), 3=-17 (LC 8)
Max Grav 2=560 (LC 1), 3=383 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (8-10)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional);
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Refer to girder(s) for truss to truss connections.
3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3 and 82 lb uplift at joint 2.
4)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down at 4-2-3, 35 lb down and 17 lb up at 4-2-3, and 72 lb down and
27 lb up at 7-0-2, and 52 lb down and 34 lb up at 7-0-2 on top chord. The design/selection of such connection device(s) is the responsibility of others.
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 percent
8)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.
10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-90
Concentrated Loads (lb)
Vert: 4=-34 (F), 5=-31 (F=-31, B=-1)
Job Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J03 2 1523817 ROOF Corner Rafter Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:23 Page: 1
ID:yf6HARJQ_2MCEvCCUYshBzyJuxb-jGFLSWfdA9LoLkaL_AQJpkGbmq4migm2q9yr9hyJdmQ
612
=3x6
NAILED NAILED
1
8 9 4
2
3
T1
B1
HW1
1-00-08
-1-00-08
1-10-07
1-10-07
4-00-05
5-10-12
1-10-07
1-10-07
4-00-05
5-10-121-09-067-07 1-06-11Scale = 1:23.5
Plate Offsets (X, Y):[2:2-08,0-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)-0.03 4-7 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(CT)-0.06 4-7 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 13 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEDGE Left: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)2=5-08, (min. 1-08), 3= Mechanical, (min. 1-08), 4=Mechanical, (min. 1-08)
Max Horiz 2=36 (LC 12)
Max Uplift 2=-12 (LC 12)
Max Grav 2=231 (LC 1), 3=128 (LC 1), 4=95 (LC 3)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (8-10)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)Refer to girder(s) for truss to truss connections.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 2.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines.
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 percent
8)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.
10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-90, 4-5=-20
Concentrated Loads (lb)
Vert: 8=-2 (B), 9=-61 (B)
Job Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J04 1 1523817 ROOF Jack-Open Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:24 Page: 1
ID:yf6HARJQ_2MCEvCCUYshBzyJuxb-BTojgsgFxTTeyu9XYtxYLxospDMwR70C3phOi7yJdmP
612
=3x5
1
4
8 2
9
3
T1
B1
HW1
1-00-08
-1-00-08
2-00-05
5-10-12
3-10-07
3-10-07
2-00-05
5-10-12
3-10-07
3-10-072-09-067-07 2-06-11Scale = 1:23.2
Plate Offsets (X, Y):[2:2-00,0-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)-0.04 4-7 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(CT)-0.08 4-7 >910 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.01 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 16 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEDGE Left: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)2=5-08, (min. 1-08), 3= Mechanical, (min. 1-08), 4=Mechanical, (min. 1-08)
Max Horiz 2=58 (LC 12)
Max Uplift 3=-15 (LC 12)
Max Grav 2=336 (LC 1), 3=158 (LC 1), 4=98 (LC 3)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-8)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) -1-0-8 to 1-11-8, Interior (1) 1-11-8 to 3-9-11 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)Refer to girder(s) for truss to truss connections.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 3.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J05 1 1523817 ROOF Jack-Open Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:24 Page: 1
ID:TTYuy5IoDkELcld0wqLSfmyJuxc-BTojgsgFxTTeyu9XYtxYLxorlDMuR70C3phOi7yJdmP
612
=3x5
1
4
2
8 9
3
T1
B1
HW1
1-00-08
-1-00-08
5-10-12
5-10-12
5-10-123-09-097-07 3-06-13Scale = 1:24.1
Plate Offsets (X, Y):[2:2-08,0-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL)-0.07 4-7 >980 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.44 Vert(CT)-0.13 4-7 >533 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.03 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 19 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEDGE Left: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)2=5-08, (min. 1-08), 3= Mechanical, (min. 1-08), 4=Mechanical, (min. 1-08)
Max Horiz 2=79 (LC 12)
Max Uplift 3=-32 (LC 12)
Max Grav 2=423 (LC 1), 3=226 (LC 1), 4=109 (LC 3)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-8)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) -1-0-8 to 1-11-8, Interior (1) 1-11-8 to 5-10-0 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
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)Refer to girder(s) for truss to truss connections.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 3.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J06 8 1523817 ROOF Jack-Open Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:24 Page: 1
ID:TTYuy5IoDkELcld0wqLSfmyJuxc-BTojgsgFxTTeyu9XYtxYLxol9DK4R70C3phOi7yJdmP
6 12
=3x6
3
1
7
8
2
T1
B1
HW1
5-10-12
5-10-123-06-137-07 3-06-13Scale = 1:20.7
Plate Offsets (X, Y):[1:3-00,0-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.08 3-6 >874 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.49 Vert(CT)-0.14 3-6 >492 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.03 1 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 17 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEDGE Left: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)1=5-08, (min. 1-08), 2= Mechanical, (min. 1-08), 3=Mechanical, (min. 1-08)
Max Horiz 1=62 (LC 12)
Max Uplift 2=-33 (LC 12)
Max Grav 1=321 (LC 1), 2=230 (LC 1), 3=110 (LC 3)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-8)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-10-0 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
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)Refer to girder(s) for truss to truss connections.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 2.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J07 10 1523817 ROOF Jack-Open Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:25 Page: 1
ID:TTYuy5IoDkELcld0wqLSfmyJuxc-ffM5tCgtinbVa2kj6bTnu9LwXdfaAaGLITRxEZyJdmO
612
=3x5
3
1
7
2
T1
B1
HW1
2-00-05
5-10-12
3-10-07
3-10-07
1-10-13
5-10-12
3-11-15
3-11-152-06-117-07 2-06-11Scale = 1:20.8
Plate Offsets (X, Y):[1:2-04,0-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)-0.04 3-6 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(CT)-0.08 3-6 >889 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.01 1 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 14 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEDGE Left: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)1=5-08, (min. 1-08), 2= Mechanical, (min. 1-08), 3=Mechanical, (min. 1-08)
Max Horiz 1=41 (LC 12)
Max Uplift 2=-17 (LC 12)
Max Grav 1=232 (LC 1), 2=166 (LC 1), 3=99 (LC 3)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-8)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 3-9-11 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)Refer to girder(s) for truss to truss connections.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 2.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J08 1 1523817 ROOF Jack-Open Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:25 Page: 1
ID:yf6HARJQ_2MCEvCCUYshBzyJuxb-ffM5tCgtinbVa2kj6bTnu9L?2di3AaGLITRxEZyJdmO
6 12
=3x6
NAILED NAILED
7 8 3
1
2
T1
B1
HW1
1-10-07
1-10-07
4-00-05
5-10-12
1-10-07
1-10-07
4-00-05
5-10-121-06-117-07 1-06-11Scale = 1:21.1
Plate Offsets (X, Y):[1:2-12,0-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)-0.03 3-6 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(CT)-0.06 3-6 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 1 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 11 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEDGE Left: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)1=5-08, (min. 1-08), 2= Mechanical, (min. 1-08), 3=Mechanical, (min. 1-08)
Max Horiz 1=19 (LC 12)
Max Grav 1=114 (LC 1), 2=150 (LC 1), 3=95 (LC 3)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (7-9)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)Refer to girder(s) for truss to truss connections.
4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
5)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines.
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.
9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-90, 3-4=-20
Concentrated Loads (lb)
Vert: 7=-2 (F), 8=-61 (F)
Job Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J09 1 1523817 ROOF Jack-Open Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:25 Page: 1
ID:yf6HARJQ_2MCEvCCUYshBzyJuxb-ffM5tCgtinbVa2kj6bTnu9L1Ndi2AaGLITRxEZyJdmO
6 12
=3x5
1
4
8
2
9
3
T1
B1
HW1
1-00-08
-1-00-08
1-10-12
1-10-12
2-00-00
3-10-12
1-10-122-09-097-07 2-06-13Scale = 1:20.9
Plate Offsets (X, Y):[2:2-08,0-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL)0.00 4-7 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(CT)-0.01 4-7 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 11 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEDGE Left: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)2=5-08, (min. 1-08), 3= Mechanical, (min. 1-08), 4=Mechanical, (min. 1-08)
Max Horiz 2=58 (LC 12)
Max Uplift 2=-9 (LC 12), 3=-21 (LC 12), 4=-5 (LC 12)
Max Grav 2=266 (LC 1), 3=129 (LC 1), 4=82 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-8)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) -1-0-8 to 1-11-8, Interior (1) 1-11-8 to 3-10-0 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
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)Refer to girder(s) for truss to truss connections.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3, 9 lb uplift at joint 2 and 5 lb uplift at joint 4.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J11 1 1523817 ROOF Jack-Open Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:25 Page: 1
ID:88eKSbgXGAZhlli_RNwSITyJg1?-ffM5tCgtinbVa2kj6bTnu9L12dkIAaGLITRxEZyJdmO
6 12
=3x5
1
4
2
8
3
T1
B1
HW1
1-00-08
-1-00-08
1-10-12
1-10-12
11-11
2-10-07
1-10-122-03-067-07 2-00-11Scale = 1:20.3
Plate Offsets (X, Y):[2:2-08,0-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)0.00 4-7 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT)0.00 4-7 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 9 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEDGE Left: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)2=5-08, (min. 1-08), 3= Mechanical, (min. 1-08), 4=Mechanical, (min. 1-08)
Max Horiz 2=47 (LC 12)
Max Uplift 2=-13 (LC 12), 3=-15 (LC 12)
Max Grav 2=249 (LC 1), 3=93 (LC 1), 4=42 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-8)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) -1-0-8 to 1-11-8, Interior (1) 1-11-8 to 2-9-11 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)Refer to girder(s) for truss to truss connections.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 3 and 13 lb uplift at joint 2.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J12 1 1523817 ROOF Jack-Open Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:26 Page: 1
ID:88eKSbgXGAZhlli_RNwSITyJg1?-7rwU5YhVT4jMCCJvgI_0RMuEL15Gv1WVW7AVm?yJdmN
6 12
=3x5 =3x4
=1.5x4
1
5 4
2
3
T1
B1
W1HW1
2-00
11-11
1-00-08
-1-00-08
9-11
9-11
11-01
1-10-12
9-11
9-11
2-00
11-11
11-01
1-10-121-04-007-07 1-01-05
Scale = 1:30.6
Plate Offsets (X, Y):[2:2-08,0-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)0.00 5 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 5 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 7 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x3 SPF Stud
WEDGE Left: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)2=5-08, (min. 1-08), 3= Mechanical, (min. 1-08)
Max Horiz 3=26 (LC 12)
Max Uplift 2=-59 (LC 12)
Max Grav 2=184 (LC 1), 3=84 (LC 3)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-8)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)Refer to girder(s) for truss to truss connections.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 2.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J13 1 1523817 ROOF Jack-Open Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:26 Page: 1
ID:88eKSbgXGAZhlli_RNwSITyJg1?-7rwU5YhVT4jMCCJvgI_0RMuEN16rv1lVW7AVm?yJdmN
4.24 12
NAILED
NAILED
1
2
4
5
3
T1
6-11-13
2-10-10
2-10-10
4-01-03
6-11-132-11-07Scale = 1:22.7
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)0.02 2-3 >999 240
TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT)0.02 2-3 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.00 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 14 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 1650F 1.5E
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 truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (size)2=3-08, (min. 1-08), 3= Mechanical, (min. 1-08)
Max Horiz 3=64 (LC 8)
Max Uplift 2=-134 (LC 8), 3=-6 (LC 19)
Max Grav 2=611 (LC 1), 3=97 (LC 26)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (9-11)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional);
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)Refer to girder(s) for truss to truss connections.
3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3 and 134 lb uplift at joint 2.
4)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
6)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines.
7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 76 lb up at 2-10-15 on top chord. The design/selection ofsuch 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 percent
9)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.
11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-3=-90
Concentrated Loads (lb)
Vert: 2=-57, 4=-1 (B)
Job Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J14 1 1523817 ROOF Corner Rafter Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:27 Page: 1
ID:4Xm4tHiooopP_3sNZoywNuyJg0z-b1UsIui7EOrDpMu6D0VFzaQM?RRieUmelnw2ISyJdmM
6 12
=3x4
=3x4
NAILED NAILED
1 5
6 7 4
2
3
W1
T1
B1
10-07
10-07
2-00-08
-2-00-08
5-00-05
5-10-12
10-07
10-07
5-00-05
5-10-121-09-061-01-07 1-06-11Scale = 1:27
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.04 4-5 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(CT)-0.08 4-5 >880 180
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.01 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MR Weight: 13 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x4 DF Std or 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-12 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 beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (size)3= Mechanical, (min. 1-08), 4= Mechanical, (min. 1-08),
5=5-08, (min. 1-08)
Max Horiz 5=58 (LC 8)
Max Uplift 3=-135 (LC 1), 5=-103 (LC 21)
Max Grav 3=114 (LC 21), 4=104 (LC 3), 5=503 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-5=-392/166
NOTES (11-13)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional);
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) 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.
3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4)Gable studs spaced at 0-0-0 oc.
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.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 5 and 135 lb uplift at joint 3.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines.
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.
13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-90, 2-3=-90, 4-5=-20
Concentrated Loads (lb)
Vert: 6=-22 (F), 7=-62 (F)
Job Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J15 1 1523817 ROOF Jack-Open Girder Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:26 Page: 1
ID:4Xm4tHiooopP_3sNZoywNuyJg0z-7rwU5YhVT4jMCCJvgI_0RMu7W11Fv1WVW7AVm?yJdmN
612
=1.5x4
=3x4
=6x6
=1.5x4
NAILED
NAILED
1 7
6 5
2
3 8 4
W1
T1
T2
B1
W3W2
2-00-08
-2-00-08
2-10-12
2-10-12
3-00-00
5-10-12
2-11-03
5-10-12
2-11-09
2-11-092-09-091-01-07 2-06-13Scale = 1:23.6
Plate Offsets (X, Y):[3:3-00,2-07]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)-0.20 6 >349 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.91 Vert(CT)-0.31 6 >222 180
BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT)0.25 4 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 25 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 SPF 2100F 1.8E
WEBS 2x3 SPF Stud *Except* W1:2x4 DF Std or 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (size)4= Mechanical, (min. 1-08), 5= Mechanical, (min. 1-08),7=5-08, (min. 1-08)
Max Horiz 7=81 (LC 8)
Max Uplift 4=-22 (LC 4), 7=-31 (LC 8)
Max Grav 4=176 (LC 1), 5=228 (LC 13), 7=626 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-400/112
WEBS 3-6=-345/33
NOTES (12-14)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional);
cantilever left and right exposed ; end vertical left and right exposed; 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.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 7 and 22 lb uplift at joint 4.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines.
10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility ofothers.
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.
14)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-90, 2-3=-90, 3-4=-90, 5-7=-20
Concentrated Loads (lb)
Vert: 3=-70 (F), 8=-129 (F)
Job Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J16 1 1523817 ROOF Jack-Open Girder Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:27 Page: 1
ID:4Xm4tHiooopP_3sNZoywNuyJg0z-b1UsIui7EOrDpMu6D0VFzaQL_RDYeT2elnw2ISyJdmM
612
=4x4 =2x4
=3x5
1 6
5
2
7 8
3 4
W1
T1
T2
B1
2-00-08
-2-00-08
1-00-00
5-10-12
4-10-12
4-10-12
5-10-123-09-091-01-07 3-06-13Scale = 1:26
Plate Offsets (X, Y):[3:2-07,2-09]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.04 5-6 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.31 Vert(CT)-0.09 5-6 >747 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.09 4 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MR Weight: 21 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x4 DF Std or 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (size)4= Mechanical, (min. 1-08), 5= Mechanical, (min. 1-08),6=5-08, (min. 1-08)
Max Horiz 6=102 (LC 12)
Max Uplift 4=-30 (LC 12), 6=-24 (LC 12)
Max Grav 4=213 (LC 1), 5=106 (LC 3), 6=548 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-6=-496/169
NOTES (9-11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) -2-0-8 to 0-11-8, Interior (1) 0-11-8 to 4-10-12, Exterior(2E) 4-10-12 to 5-10-0 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)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.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 6 and 30 lb uplift at joint 4.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J17 3 1523817 ROOF Jack-Open Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:27 Page: 1
ID:88eKSbgXGAZhlli_RNwSITyJg1?-b1UsIui7EOrDpMu6D0VFzaQIlRNweUmelnw2ISyJdmM
612
=3x4 =3x12
1
4
2
10 11
3
T1
B1
HW1
1-00-08
-1-00-08
5-10-12
5-10-12
8-08
8-08
5-02-04
5-10-123-09-097-07 3-06-13Scale = 1:27.9
Plate Offsets (X, Y):[2:3-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)0.03 4-9 >999 240 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(CT)-0.06 4-9 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.03 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 22 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEDGE Left: 2x8 SP 2400F 2.0E
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)2=3-00, (min. 1-08), 3= Mechanical, (min. 1-08), 4=Mechanical, (min. 1-08)
Max Horiz 2=79 (LC 12)
Max Uplift 3=-28 (LC 12)
Max Grav 2=481 (LC 1), 3=187 (LC 1), 4=92 (LC 3)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-8)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) -1-0-8 to 1-11-8, Interior (1) 1-11-8 to 5-10-0 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
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)Refer to girder(s) for truss to truss connections.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 3.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J18 2 1523817 ROOF Jack-Open Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:28 Page: 1
ID:88eKSbgXGAZhlli_RNwSITyJg1?-3E2EWEjl?iz4RVTInj0UWnzVXrjxNx0n_RfcruyJdmL
612
=1.5x4
=6x6
=3x4
=6x8
=3x4
=5x4
1
8
7 6
5
32
10
4
T3
T1
B1
W1 W3
W4
T2
W1W2
1-04
-1-04
1-00-00
1-00-00
1-11-04
-2-00-08
1-00
5-10-12
4-09-12
5-09-12
2-04
10-12
2-12
4-05-08
8-08
8-08
1-05-04
5-10-12
3-04-00
4-02-123-09-090-10
1-031-0311-101-00-130-101-01-07Scale = 1:35.5
Plate Offsets (X, Y):[2:2-08,2-08], [4:1-08,Edge]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)0.00 6-7 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT)0.00 6-7 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 4 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 28 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins,
except
2-0-0 oc purlins: 2-3.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.REACTIONS All bearings 1-08. except 7=3-00, 6=5-08
(lb) -Max Horiz 7=103 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 4 except 7=-105 (LC 12)
Max Grav All reactions 250 (lb) or less at joint(s) 4, 5, 6 except 7=610 (LC
1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-7=-307/29, 2-7=-278/264
NOTES (12-14)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) -2-0-8 to 1-0-0, Interior (1) 1-0-0 to 5-10-12 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) 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 consultqualified building designer as per ANSI/TPI 1.
4)Provide adequate drainage to prevent water ponding.
5)Gable studs spaced at 2-0-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Refer to girder(s) for truss to truss connections.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 7=104.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
12)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
13)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.
14)For Piggyback conditions, see Piggyback truss connection detail for base to cap truss connections.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J19 1 1523817 ROOF Roof Special Structural Gable Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:28 Page: 1
ID:cKCigxhA1UhYMvHA?4RhqgyJg1_-3E2EWEjl?iz4RVTInj0UWnzUrrn_NwEn_RfcruyJdmL
612
=3x8
=4x6
=3x4
=4x4
=3x4 =1.5x4
1 10
9 8
7
2 3 4
11
5
6
T1
T2
T3
W1
B1
W5
W3 W4W25-041-00-00
1-04-12
4-12
4-12
2-00-08
-2-00-08
1-08-00
5-10-12
2-10-00
4-02-12
1-08
10-00
2-12
4-05-08
8-08
8-08
1-05-04
5-10-12
3-04-12
4-02-123-11-121-01-07 3-06-136-13
1-03-13Scale = 1:36
Plate Offsets (X, Y):[10:4-00,0-04]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)0.01 8-9 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.31 Vert(CT)0.01 8-9 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.00 6 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 30 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2 *Except* T1:2x6 SPF 1650F 1.5E
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x3 SPF Stud *Except* W1:2x4 DF Std or 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 1-08. except 8=5-08, 9=3-00
(lb) -Max Horiz 9=100 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 6, 7, 9
Max Grav All reactions 250 (lb) or less at joint(s) 6, 7, 8 except 9=593 (LC
1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-675/425
WEBS 5-8=-260/127, 3-9=-306/410
NOTES (9-11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) -2-0-8 to 1-5-3, Interior (1) 1-5-3 to 5-10-0 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)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.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7, 9.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J20 2 1523817 ROOF Roof Special Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 10:02:09 Page: 1
ID:BG70gmbPBfFu3X2GDlWKCayJy4e-LIXTUJ60p1NCehRIlEZNP26bK6dpjzk9bfDzB6yJdhy
612
=2x4
=6x8
=3x4
=6x6
1 8
7
6
2 3 4
5
T1
T2
T3
W1
B1
W2 W3
1-00-00
1-04-12
4-12
4-12
2-00-08
-2-00-08
2-05-11
3-10-07
1-08
10-00
8-08
8-08
3-00-07
3-10-072-09-061-01-07 2-06-112-06-131-03-13Scale = 1:31.9
Plate Offsets (X, Y):[3:4-05,2-01]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)0.01 6-7 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(CT)0.01 6-7 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT)-0.02 5 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 17 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEBS 2x3 SPF Stud *Except* W1:2x4 DF No.2 or 2x4 DF-N No.1/No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins,
except end verticals, and 2-0-0 oc purlins: 3-4.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (size)5= Mechanical, (min. 1-08), 6= Mechanical, (min. 1-08),7=3-00, (min. 1-08)
Max Horiz 7=79 (LC 12)
Max Uplift 5=-13 (LC 9), 6=-9 (LC 1), 7=-56 (LC 12)
Max Grav 5=49 (LC 1), 6=43 (LC 3), 7=542 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-265/106
WEBS 4-7=-385/115
NOTES (9-11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) -2-0-8 to 1-4-12, Interior (1) 1-4-12 to 3-9-11 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.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 5, 9 lb uplift at joint 6 and 56 lb uplift at joint 7.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J21 1 1523817 ROOF Roof Special Structural Gable Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:29 Page: 1
ID:9pEdmZ3C5lbSx_EKxR2d1VyJwAh-XQccjakOm?5x3f1ULRXj2?Wg9E4M6NOxC5P9NKyJdmK
612
=1.5x4
=3x4
=3x4
=3x4
1 7
6
5
2
8
34
W1
T1
B1
W2
W3
2-10
1-10-07
2-00-08
-2-00-08
1-07-13
1-07-13
1-08
10-00
8-08
8-08
1-00-07
1-10-072-03-061-01-07 2-00-11Scale = 1:30.5
Plate Offsets (X, Y):[3:1-06,1-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL)0.00 5-6 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT)0.00 5-6 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT)-0.01 4 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 12 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 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 1-10-7 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 truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (size)4= Mechanical, (min. 1-08), 5= Mechanical, (min. 1-08),6=3-00, (min. 1-08)
Max Horiz 6=39 (LC 12)
Max Uplift 4=-360 (LC 1), 5=-67 (LC 1), 6=-101 (LC 12)
Max Grav 4=36 (LC 12), 5=15 (LC 12), 6=873 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-6=-334/207, 3-6=-450/97
NOTES (7-9)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) -2-0-8 to 0-11-8, Interior (1) 0-11-8 to 1-10-5 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)Refer to girder(s) for truss to truss connections.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint 4, 67 lb uplift at joint 5 and 101 lb uplift at joint 6.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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.
9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 4-8=-90, 5-7=-20
Trapezoidal Loads (lb/ft)
Vert: 1=-134 (F=-44)-to-2=-99 (F=-9), 2=-99 (F=-9)-to-8=-90
Job Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J22 1 1523817 ROOF Jack-Open Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 10:06:41 Page: 1
ID:OS8njYIJoQ19BCiOwat8wFyJwjE-NdyIaKPemcecHUEahMRAQPNx_lUnS0dB8z6MlLyJddi
4.2412
=3x6 =2x4
=3x4
=3x4
=4x4 =2x4
1
8
7
10
11
6
2
3
12
4
9 5
T1 W5
B1
W4
W1 W2 W37-072-12
2-12
11-07
1-02-03
1-00-08
2-02-10
2-10-10
-2-10-10
4-00-05
6-02-15
0-06
6-02-15
2-02
1-02-03
1-00-01
1-00-01
5-00-06
6-02-093-08-091-01-03 3-03-113-12
Scale = 1:33.7
Plate Offsets (X, Y):[8:3-12,1-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)0.05 6-7 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.46 Vert(CT)0.07 6-7 >901 180
BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT)0.00 6 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MSH Weight: 36 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 1650F 1.5E
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x3 SPF Stud *Except* W1:2x6 SPF 1650F 1.5E
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 truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (size)6=7-00, (min. 1-08), 7=4-04, (min. 1-10)
Max Horiz 7=82 (LC 7)
Max Uplift 6=-83 (LC 19), 7=-180 (LC 8)
Max Grav 6=219 (LC 13), 7=1034 (LC 1)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-286/106, 5-6=-293/26
BOT CHORD 7-10=-317/96, 10-11=-317/96, 6-11=-317/96
WEBS 4-12=-60/328, 6-12=-73/326, 2-8=-416/109, 3-7=-1160/243, 4-7=-215/533
NOTES (7-9)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=23ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional);
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 6 and 180 lb uplift at joint 7.
4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
5)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 37 lb up at 5-6-6, 95 lb up at 5-6-6, and 50 lb down at8-4-5, and 18 lb down and 26 lb up at 8-4-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
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.
9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 3-5=-90, 6-8=-20
Concentrated Loads (lb)
Vert: 9=-184 (B), 10=135 (F), 11=-50 (B), 12=-34 (B)
Trapezoidal Loads (lb/ft)
Vert: 1=-178 (F=-88)-to-2=-108 (F=-18), 2=-108 (F=-18)-to-3=-86 (F=4)
Job Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J23 1 1523817 ROOF Roof Special Girder Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 10:06:40 Page: 1
ID:OS8njYIJoQ19BCiOwat8wFyJwjE-vQPvM_O??IWmfLfO7fwxuBqmoM4qjW61vJNpCuyJddj
612
=3x4 =3x8
1
4
2
9
3
T1
B1
HW1
1-00-08
-1-00-08
2-10-07
2-10-07
8-08
8-08
2-01-15
2-10-072-03-067-07 2-00-11Scale = 1:24.8
Plate Offsets (X, Y):[2:2-12,5-13]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)-0.01 5 >999 240 MT20 220/195
TCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(CT)-0.01 5 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT)-0.01 3 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 12 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEDGE Left: 2x6 SPF 1650F 1.5E
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-10-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)2=3-00, (min. 1-08), 3= Mechanical, (min. 1-08), 4=Mechanical, (min. 1-08)
Max Horiz 2=47 (LC 12)
Max Uplift 2=-14 (LC 12), 3=-11 (LC 12), 4=-34 (LC 1)
Max Grav 2=441 (LC 1), 3=34 (LC 1), 4=16 (LC 3)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (7-9)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) -1-0-8 to 1-11-8, Interior (1) 1-11-8 to 2-9-11 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)Refer to girder(s) for truss to truss connections.
4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 3, 14 lb uplift at joint 2 and 34 lb uplift at joint 4.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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.
9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 3-6=-90, 4-5=-20
Trapezoidal Loads (lb/ft)
Vert: 1=-134 (F=-44)-to-2=-108 (F=-18), 2=-108 (F=-18)-to-6=-90
Job Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J24 1 1523817 ROOF Jack-Open Job Reference (optional)
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ID:wz6RM3ZhI5ImGRZGLSfVG?yJxAb-NdyIaKPemcecHUEahMRAQPN1klTeS2vB8z6MlLyJddi
612
=3x5
1
4
2
8
3
T1
B1
HW1
1-00-08
-1-00-08
4-10-07
4-10-07
4-10-073-03-067-07 3-00-11Scale = 1:22.8
Plate Offsets (X, Y):[2:2-08,0-08]
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)0.03 4-7 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT)-0.06 4-7 >976 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.01 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 16 lb FT = 20%
LUMBER
TOP CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
BOT CHORD 2x4 DF No.2 or 2x4 DF-N No.1/No.2
WEDGE Left: 2x3 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (size)2=4-07, (min. 1-08), 3= Mechanical, (min. 1-08), 4=Mechanical, (min. 1-08)
Max Horiz 2=68 (LC 12)
Max Uplift 2=-1 (LC 12), 3=-26 (LC 12)
Max Grav 2=368 (LC 1), 3=184 (LC 1), 4=89 (LC 3)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (8-10)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(3E) -1-0-8 to 1-11-8, Exterior(2N) 1-11-8 to 4-9-11 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) 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 consultqualified building designer as per ANSI/TPI 1.
3)Gable studs spaced at 0-0-0 oc.
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.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 3 and 1 lb uplift at joint 2.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 percent
9)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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J25 1 1523817 ROOF Jack-Open Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:30 Page: 1
ID:xxv8c?q_GYsECBMCoEWMLRyJx7g-?cA_wwk0WJDogpchv82ybC2rKePzrrV4Rl8ivnyJdmJ
4.24 12
1
2
4 3
T1
3-04-11
1-05-11
1-05-11
1-11-00
3-04-111-08-03Scale = 1:14.1
Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)0.00 2-3 >999 240
TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT)0.00 2-3 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a
BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 7 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF 1650F 1.5E
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-4-11 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 truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (size)2=3-08, (min. 1-08), 3= Mechanical, (min. 1-08)
Max Horiz 3=32 (LC 12)
Max Uplift 2=-69 (LC 12)
Max Grav 2=292 (LC 1), 3=20 (LC 12)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES (6-8)
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 3-3-15 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)Refer to girder(s) for truss to truss connections.
3)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 2.
4)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
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 Truss Truss Type Qty Ply 523817 ROOF LAMPERTS AP VLY
J26 1 1523817 ROOF Rafter Job Reference (optional)
Littfin Truss Company, Winsted, MN, Michael Dorn Run: 8.42 S Oct 27 2020 Print: 8.420 S Oct 27 2020 MiTek Industries, Inc. Fri Nov 13 09:57:23 Page: 1
ID:BCkymy22sUwiR7ok?8xlddyJuwf-jGFLSWfdA9LoLkaL_AQJpkGjWq4migm2q9yr9hyJdmQ
DIMENSIONSAREFROMOUTSIDEOFSHEATHING
ANDCLOFTRUSSES
TRUSSESARESHORTENEDFOR1/2"SHEATHING
LABELINDICATES
BLACKPAINTEDENDOFTRUSS
H1
H1 H2
H3
H4
A07A06A05A04A03A02A01A01A01A01A01A01A01A01A08J03J03J04
J05
J09
J08
J06
J06
J06
J06
J06
J06 J02J01J07
J07
J07
J07
J06
J06
J02J01A18A17A16A15A14A13A12A11A10A09J23J22
J21
J20
J20
J19
J18
J18
J07
J24J25J17
J07
J07
J07
J07
J07
J15
J16
J17
J17J14J11J12J13J26
B2B2B2B2B1B3EV1EV2GV1GV3GV4GV5GV2BV2BV3GV62-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-122-00-002-00-002-00-002-00-002-00-001-11-042-00-002-00-002-00-002-00-002-00-002-00-002-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-00-001-04-122-00-002-07-04THISISATRUSSPLACEMENTDIAGRAMONLY.Thesetrussesaredesignedasindividualbuildingcomponentstobeincorporatedintothebuildingdesignatthespecificationofthebuildingdesigner.Seeindividualdesignsheetsforeachtrussdesignidentifiedontheplacementdrawing.Thebuildingdesignerisresponsiblefortemporaryandpermanentbracingoftheroofandfloorsystemandfortheoverallstructure.Thedesignofthetrusssupportstructureincludingheaders,beams,walls,andcolumnsistheresponsibilityofthebuildingdesigner.Forgeneralguidanceregardingbracing,consult"Bracingofwoodtrusses"availablefromtheTrussPlateInstitute,583D'OnifrioDrive,Madison,WI53179ROOF TRUSS LAYOUT
Scale n.t.s CUSTOMER:LAMPERTSAPPLEVALLEYSUMMERGATE17865GRAPHITE17865GRAPHITELN.LAKEVILLE,MNWO#523817ROOFDESIGNER:MIKEDORN320-485-3014ROOFLbrDurFac: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
423.6
423.6
-288.6
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.
Delacey
HVAC Load Calculations
for
Delacey
Prepared By:
LEADING EDGE HEATING & AIR
807 HARVEST CIR SW
LONSDALE, MN 55046
(763)333-5772
Monday, June 29, 2020
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Ferguson [ Plymouth MN ]Delacey
Plymouth, MN 55441 Page 2
Project Report
General Project Information
Project Title:Delacey
Project Date:Monday, June 29, 2020
Client Name:Delacey
Company Name:LEADING EDGE HEATING & AIR
Company Address: 807 HARVEST CIR SW
Company City:LONSDALE, MN 55046
Company Phone:(763)333-5772
Design Data
Reference City:Minneapolis/St. Paul AP, Minnesota
Building Orientation:Front door faces East
Daily Temperature Range:Medium
Latitude:44 Degrees
Elevation:834 ft.
Altitude Factor:0.970
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter:-12 -12 n/a 30%70 30.57
Summer:86 72 52%50%75 33
Check Figures
Total Building Supply CFM:1,024 CFM Per Square ft.:0.363
Square ft. of Room Area:2,824 Square ft. Per Ton:1,182
Volume (ft³):23,936
Building Loads
Total Heating Required Including Ventilation Air:61,881 Btuh 61.881 MBH
Total Sensible Gain:23,036 Btuh 80 %
Total Latent Gain:5,625 Btuh 20 %
Total Cooling Required Including Ventilation Air:28,661 Btuh 2.39 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
C:\ ...\DELACEY - 135064.rh9 Monday, June 29, 2020, 11:24 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Ferguson [ Plymouth MN ]Delacey
Plymouth, MN 55441 Page 3
System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms)
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
1D-cv-o: Glazing-Double pane, operable window, clear,
vinyl frame, U-value 0.32, SHGC 0.56
239.5 6,283 0 11,023 11,023
11J: Door-Metal - Fiberglass Core, U-value 0.6 42 2,066 0 554 554
13AB-0fcs: Wall-Block, no blanket or board insulation,
filled core, siding finish, U-value 0.183
1390.2 20,863 0 3,409 3,409
12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs,
U-value 0.065
1426.3 7,603 0 1,048 1,048
16B-50: Roof/Ceiling-Under Attic with Insulation on Attic
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-50 insulation, U-value 0.02
1344 2,204 0 1,236 1,236
21A-32: Floor-Basement, Concrete slab, any thickness, 2
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 32' wide,
U-value 0.02
1480 2,427 0 0 0
Subtotals for structure:41,446 0 17,270 17,270
People:8 1,600 1,840 3,440
Equipment:0 0 0
Lighting:0 0 0
Ductwork:0 0 0 0
Infiltration: Winter CFM: 141, Summer CFM: 88 12,344 1,880 1,029 2,909
System 1, Zone 1 Load Totals:53,790 3,480 21,862 25,342
Check Figures
Supply CFM:1,024 CFM Per Square ft.:0.363
Square ft. of Room Area:2,824 Square ft. Per Ton:1,337
Volume (ft³):23,936
Zone Loads
Total Heating Required:53,790 Btuh 53.790 MBH
Total Sensible Gain:21,862 Btuh 86 %
Total Latent Gain:3,480 Btuh 14 %
Total Cooling Required:25,342 Btuh 2.11 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
C:\ ...\DELACEY - 135064.rh9 Monday, June 29, 2020, 11:24 AM
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
10/30/20
DJM
X