HomeMy WebLinkAboutLA162981 19443 Iteri Ave 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:
DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/24/2018 10:53:32AM00 TitleSDC-WikstromResidence-CD-Rev 1- LMCWikstrom ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551184.02.2018SMLakeville, MNW I K S T R O M R E S I D E N C E
LAKEVILLE, MINNESOTA
Concept Approval
ONLY
Subject to Field Inspection
Inspector Date
2015
MN Bldg
Code
07/20/2018dmathews
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"
Roof Peak
1082' - 3 3/8"Lower Level Window Height7' - 6"Upper Level Window Height8' - 0"Main Level Window Height9' - 0"12' - 4 1/8"9' - 1 1/8"1' - 6 3/4"10' - 1 1/8"1' - 8 1/4"9' - 0"DBL 5/4" x 4" OVER
5/4" x 10" TRIM
A
A
A
A
A
B
B B
B
C
C
C
C
D
5/4" x 4" TRIM
2 1/4" STONE CAP
2 1/4"
STONE
CAP
2 1/4" STONE CAP
4" STONE LINTEL
4" STONE LINTEL
A5/4" x 8" TRIM
5/4" x 8" TRIM43"51"
36"11 1/2"6 3/4"78"17 1/8"26 3/8"36"6 3/4"
4/4" x 8" TRIM
5/4" x 12" TRIM
2 1/4"
STONE CAP
2)12" DIA. x 24" H
CHIMNEY CAPS
5/4" x 4" TRIM
COPPER GUTTERS
3
01PORTICO DETAIL
C
3
07BOX WINDOW DETAIL
COPPER GUTTERS
w/CONDUCTOR HEAD
COPPER GUTTERS
DBL 5/4" x 4" OVER
5/4" x 10" TRIM
2 1/4"
STONE
CAP
B
C
D
D
D
D
D
D
A
DBL 5/4" x 4" OVER
5/4" x 10" TRIM
A
4/4" x 12" SKIRT BOARD
12" x 42"
LOUVERED
VENT @ 18'-0"
FROM U.L.
COPPER GUTTERS
2 1/4"
STONE
CAP
A
3' - 6"FINISHED
32"24"3' - 6"FACE OF CONC
24"24 5/8"7 1/4"2"18"9' - 7 1/4"11' - 7 7/8"5 1/2"
1 1/2"9 1/4"FRAMING
23 1/2"
FINISHED
26 1/2"9' - 7 1/4"13 1/2"11 1/8"5"10' - 0 1/4"4 1/4"HAND FRAME CLG.11' - 7 7/8"FRONT/SIDE PORTICO FLAT ROOF:
SELF-BITUMINOUS MEMBRANE w/ 3" END OVERLAP
EXTEND MEMBRANE 12"-18" ABOVE ABUDDING CANT STRIP
3/4" OSB SHEATHING w/STEEL CLIPS
2x4'S SLOPED @ 1/4" / 12" @ 16" O.C. (PER MFG. SPEC.)
2x10 JOISTS @ 16" O.C.
COMPOSITE TRIM AND CROWN
01
4
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
BEAM PER
MFG SPEC
2X10 JOISTS @ 16" O.C.
2x10 BEAM PER MFG SPEC. FLUSH
2x4 BOX FRAMING FOR
PORTICO COLUMNS
3/4" PLYWOOD SHEATHING
2x4 RIPPED TO 1/4:12 SLOPE
4/4 HARDIE
PANELS
SMOOTH7 1/4"7 1/4"
CROWN
MOLDING
CROWN MOLDING2"2"
2x2 COLLAR
TRIM
E.P.D.M. OVER 3/4"
PLYWOOD SHEATHING
FLASHING
CANT STRIP
2x10 SOFFIT11 1/8"9 1/4"24 5/8"4 1/4"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/24/2018 10:53:54AM01 Front & Rear ElevationsSDC-WikstromResidence-CD-Rev 1- LMCWikstrom ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551184.02.2018SMLakeville, MNTYPICAL EXTERIOR
MATERIALS
SQ FT BREAKDOWN
SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS
ASPHALT SHINGLES W/
NATURAL SHADOW
ARCHITECTURAL GRADE
4" MASONRY BRICK (WHITE)
PER ELEVATION
4x8 COMPOSITE PANELS
(WHITE) PER ELEVATION
HARDIEPANEL SMOOTH
PER ELEVATION
4" EXPOSURE HARDIELAP
SIDING PER ELEVATION
INSTALL KICK OUT
FLASHING & TWO
MEMBRANE TAR PAPER
BACKING IN ALL STONE
AREAS
1X3 ON 1X8 COMPOSITE
FASCIA PER ELEVATION
COMPOSITE VENTED
SOFFITS PER ELEVATION
EXTERIOR WINDOW COLOR
TO BE BLACK PER
ELEVATION
HOUSE WRAP AND/OR TAR
PAPER IN PROPER FORM
ON ENTIRE EXTERIOR
B
C
D
A
1/4" = 1'-0"1 Front Elevation
1/4" = 1'-0"2 Rear Elevation
3/8" = 1'-0"3 Detail - Front Portico
1 1/2" = 1'-0"4 Detail - Crown & Trim
1-3/4" x 5-1/2"
timberstrand at 12"
o.c.
5-1/4" x 9-1/2" psl"
all headers are
5-1/2" x 5-1/2" glu-
lam
DBL 5/4" x 4" OVER 5/4" x 10" TRIM
5/4" x 4" TRIM
2 1/4" STONE CAP
4/4" x 12" SKIRT BD.
A
A
A
A
5/4" x 8" TRIM
5/4" x 8" TRIM
B
C
C
C
4/4" x 8" TRIM
5/4" x 12" TRIM
D
D
D
D
D
2 1/4"
STONE CAP43"COPPER GUTTERS
COPPER GUTTERS
2 1/4"
STONE CAP
2 1/4" STONE CAP
A A A A A
B
B B
C
D
2 1/4"
STONE CAP
D
1848 FIXED
BEAM PER
MFG. SPEC. @
18'-0" FROM
T.O.F.
B
D
D
C
B
36"36"11 1/2"78"17 1/8"26 3/8"6 3/4"6 3/4"
3
07BOX WINDOW DETAIL
ENGINEERING ROOF TRUSSES PER MFG. SPEC.
MANUFACTURE WILL PROVIDE ALL ENGINEERING
DRAWING AND SPECIFICS
OVERHANG DIMENSIONS ARE TO FACE OF
FRAMING
ICE AND WATER ALL ADJOINING ROOFS
NOTE:
RIDGE VENT
12:12
SLOPE
SADDLE
FLAT ROOF
1/4:12 SLOPE
CANT STRIP
COPPER
GUTTERS
42"35 1/2"CANT STRIP CANT STRIP
12"12"12"12"6"6"3"3"12"4"12"
12"4"12"
12"
12"4"12"12"4"10" / 12"10" / 12"10" / 12"10" / 12"18" / 12"18" / 12"10" / 12"6" / 12"18" / 12"18" / 12"18" / 12"
18" / 12"10" / 12"18:12 SLOPEFRONT/SIDE PORTICO FLAT ROOF:
SELF-BITUMINOUS MEMBRANE w/ 3" END OVERLAP
EXTEND MEMBRANE 12"-18" ABOVE ABUDDING CANT STRIP
3/4" OSB SHEATHING w/STEEL CLIPS
2x4'S SLOPED @ 1/4" / 12" @ 16" O.C. (PER MFG. SPEC.)
2x10 JOISTS @ 16" O.C.
COMPOSITE TRIM AND CROWN
4"4"COPPER
GUTTERSCOPPER GUTTERS12"18"12"12"15" / 12"10" / 12"10" / 12"15" / 12"15" / 12"4"18"5" / 12"9' - 0"10' - 1 1/8"3/4" STEEL THREADED ROD
1x4 BOARDS FLAT
3" SPACING
7' - 6"3"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/24/2018 10:54:14AM02 Left & Right ElevationsSDC-WikstromResidence-CD-Rev 1- LMCWikstrom ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551184.02.2018SMLakeville, MN 1/4" = 1'-0"1 Left Elevation
1/4" = 1'-0"2 Right Elevation 1/8" = 1'-0"4 Roof Plan
1/2" = 1'-0"3 Detail - Slat Wall1-3/4" x 5=-1/2"
timberstrand at 12"
o.c.
all headers are
5-1/2" x 5-1/2" glu-
lam
5-1/4" x 9-1/2" psl back side of the
5-1/4" x 9-1/2" psl
used on front wall.
attach header to
that column
7' - 7"6' - 9"8' - 3"6' - 9"3"3"6' - 0"6' - 0"6' - 4"6' - 2"2' - 6"14' - 8"13' - 8"12' - 0"16' - 0"4' - 0"55' - 4"20' - 0"8' - 0"6' - 4"7' - 8"11' - 8"10' - 4"13' - 8"5' - 0"12' - 0"57' - 8"18' - 0"M.O.18' - 3"2' - 9"M.O.18' - 3"1' - 8 1/2"7' - 0"26' - 0"42' - 8"14' - 4"13' - 0"2' - 0"16' - 0"6' - 0"24' - 4"
75' - 8"2' - 9"8' - 3"7' - 9"10' - 0"5' - 8"11' - 4"10"10"10"10"8"8"10"10"10"10"10"10"10"12"12"
8"8"8"
8"8"14' - 6 3/4"4' - 9"4' - 9"9' - 0 1/2"7' - 11 1/2"16' - 7 1/4"7' - 0 1/2"5' - 3 1/4"6' - 3"2' - 4 1/2"12' - 10 1/2"9' - 6 1/4"4' - 1 1/2"5' - 4 1/2"7' - 1 1/4"19' - 1 1/4"4' - 5 1/2"6' - 7 1/4"4' - 5 1/2"5' - 9 1/4"5' - 0 1/2"4' - 5 1/2"
7"6' - 5"5' - 6 1/2"4' - 7 1/2"4' - 0"4' - 0"2' - 0 1/2"2' - 7 1/4"
SIMPSON METAL TIES:
END JOISTS TO BEAM - LUC21OZ
POST TO FOOTING - ABW66Z
POST TO BEAM - LPC6Z
MIDDLE JOISTS - LUS21OZ
DECK RIM TO HOUSE - 3/8"x5-1/2"
COATED LAG BOLTS & WASHERS
A.C. PAD
GAS & ELECTRICSERVICE LOCATIONMECHANICAL
ROOM
CONCRETE
- UNEXCAVATED -
36"x36"x12"
CONC. PAD
(TYPICAL)
2" SLAB LEDGE
2X6 BEARING WALL
NOTE:
SOLID BLOCK ALL
JOIST SPACES
FIRE CAULK ALL
PENETRATIONS IN
SOLID BLOCK
STAIR FOOTING:
12" SONO TUBE @ 42"
BELOW GRADE
GUEST RM
CARPET
WET BAR
FAMILY ROOM
CARPET
EXTERIOR THERMAL WALL:
2" RIGID INSULATION
SYSTEM (R-10) APPLIED TO
EXTERIOR
PROVIDE FLASHING
LOOKOUT WALL:
2X6 STUDS @ 16" O.C.
3'-6"x8" POURED CONCRETE
FOUNDATION ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
GARAGE FND WALL:
4'-6"/3'-6"x8" POURED CONCRETE
FOUNDATION ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
DECK COLUMNS:
3/4" COMPOSITE WRAP
10x10 TRD. POST ON
18" SONO TUBE @ 42"
BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.2x10 JOISTS@ 16" O.C.2" SLAB LEDGE
2" SLAB LEDGE2" SLAB LEDGEANKLE WALL w/RAILINGSTAIRS
CARPET
PROJECT RM
OPTIONAL FINISH
SMOKE
DET.
SMOKE
DET.
SMOKE
DET.
SD/CO
SD/CO
FAN 48" VANITY34"x60"
FBRGLS
SHOWERLINEN
BATH
TILE
28"x80"
DOOR
28"x80"
DOOR30"x80"DOORL.O.
exercise rm
RUBBER TILES
96" x 96" C.O.36"x80"DOOR30"x80"DOOR36"x80"DOOR36"x80"
DOOR
B.P.M.S36"x80"DOOR R&S48"x80"DBL. DR.CUBE STORAGE
SNK
UPPERS
U.C.
REFRIG
STORAGE RM
CONCRETE
FD
WHFURN
SUMP w/
SEALED
COVER
2X6 BEARING WALL
2X6 WALL2X6 BEARING WALL2X6 WALL2X6 BRG WALLL.O.L.O.L.O.
BEAM PER MFG.
SPEC FLUSH
DIMENSIONS ARE TO EDGE OF CONCRETE AND
EDGE OF FRAMING
FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.
FLOOR SYSTEM DESIGNER VERIFY SPACING AND
ADJUST AS ALLOWED BY SPANS
CEILING HEIGHT @ 8'-10" UNLESS NOTED
SET WINDOW HDRS @ 90" FROM CONCRETE FLOOR
UNLESS NOTED
NOTE:
LOOKOUT WALL:
2X6 STUDS @ 16" O.C.
3'-6"x8" POURED CONCRETE
FOUNDATION ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
MAIN FND WALL:
9'-0"x8" POURED CONC.
FOUNDATION ON
20"X8" CONCRETE FOOTING
REBAR PER CODE
INTERIOR THERMAL WALL:
(UNEXPOSED WALLS ONLY)
1" AIRSPACE
2x4 STUDS @ 16" O.C.
2x4 TRD. PLATE
1/2" GYP BD.
INTERIOR BEARING WALLS:
4X6 TREATED WOOD
16"X8" FOOTING (TYPICAL)
INTERIOR THERMAL WALL:
(EXPOSED WALLS ONLY)
1" RIGID INSULATION (R-5)
2x4 STUDS @ 16" O.C.
2x4 TRD. PLATE
1/2" GYP BD.INTERIOR BEARING WALLS:4X6 TREATED WOOD16"X8" FOOTING (TYPICAL)BEAM PER MFG.
SPEC DROPPED
STAIRCASE
TO GRADE
SILCOCK
2)3648 CSMT
BEAM PER
MFG. SPEC.
6048 FIXED
BEAM PER
MFG. SPEC.
3"3"
36"x36"x12"
CONC. PAD
(TYPICAL)
36"x36"x12"
CONC. PAD
(TYPICAL)
36"x36"x12"
CONC. PAD
(TYPICAL)
36"x36"x12"
CONC. PAD
(TYPICAL)SLIMLINE GAS FIREPLACEPER MFG. SPECS.UP
3
06
3
08
2
07
5
06
1
07
2
05
3
01
4
09
4
06
5
08
BEAM PER MFG.
SPEC FLUSH
22"12"2
08
2)3648 CSMT
BEAM PER
MFG. SPEC.2)3648 CSMTBEAM PER MFG. SPEC.4" BRICK LEDGE4" BRICK LEDGE
4" BRICK LEDGE
4" BRICK LEDGE4" BRICK LEDGE4" BRICK LEDGE4" BRICK LEDGE
4" BRICK LEDGE 4" BRICK LEDGE4" BRICK LEDGE 4" BRICK LEDGEBEAM PER MFG.
SPEC FLUSH
GARAGE FRONT FOUNDATION WALL IS 12" LOWER THAN T.O.F.GARAGE FRONT FOUNDATION WALL IS 12" LOWER THAN T.O.F.GARAGE FOUNDATION WALL IS 12"
LOWER THAN T.O.F.
GARAGE FOUNDATION WALL
MATCHES T.O.F.
NOTE:
PORCH FND WALL:
3'-6"x10" POURED CONCRETE
FOUNDATION w/ 4" LEDGE ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
- UNEX -10"10"2" SLAB LEDGE 2x10 JOISTS@ 16" O.C.2x10 JOISTS@ 16" O.C.2' - 0"10' - 0"12' - 0"
4' - 0"6' - 2"
12' - 0"12' - 0"6"7' - 9"8' - 3"2' - 7 3/4"6' - 2"6' - 7 1/2"6' - 11 3/4"20 1/2"75' - 8"75' - 8"
10"
M.O.
3' - 3"19' - 3"1' - 0"
28"
2
0616' - 6"3" MIN. ABS OR PVC OR
EQUIVALENT
GAS TIGHT PIPE
SEAL ALL JOINTS
BETWEEN SLAB
AND FOUNDATION WALL
4" PERFORATED DRAIN
TILE W/FILTER FABRIC
8"X16" ROCK TRENCH
SEALED SUMP BASKET
MIN 6 MIL OR 3 MIL CROSS
LAMINATED POLY SHALL BE
LAPPED 12" AND PLACED BELOW
THE SLAB AND ON TOP OF 4"
MIN. CLEAN AGGREGATE
INSTALL LABEL READING
(RADON REDUCTION
SYSTEM) ON THE VENT PIPE
AT EACH FLOOR
AND IN ACCESSIBLE ATTICS
ALL CONTROL JOINTS,
ISOLATION JOINTS
CONSTRUCTION JOINTS
AND ANY OTHER
JOINTS IN CONCRETE
SLABS SHALL BE
SEALED WITH CAULK OR
SEALANT
SEAL ALL FLOOR
OPENINGS
ALL PIPE JOINTS AND
FITTINGS
TO BE GLUED OR TRANSITION
COUPLINGS
PROVIDE SPACE FOR
FUTURE
INSTALLATION OF A FAN
*MIN. 24' DIAMETER
CENTERED ON
THE AXIS OR THE VENT
STACK
*MIN. VERTICAL DISTANCE 36"
INSTALL LIVE OUTLET
IN ATTIC WHERE
FUTURE FAN MAY BE
INSTALLED
R-4 MIN. INSULATION
AROUND PIPE IN
UNCONDITIONED SPACES
2x6 WALL
Opening To Vary By Door Size
Finish6 1/2"Framing5 1/2"1 1/2"Dr. Opng.2 1/2"Door to Vary by Plan
FRAME POCKET DOOR WITH 2x6 TIMBERSTRAND STUDS
TIMBERSTRAND STUDS
7 1/4"7 1/4"2"2"26 3/8"2X8 JOISTS @
16" O.C.
1/2" O.S.B.
SHEATHING
2x4 RIPPED TO
1/4:12 SLOPE
4/4 HARDIE
PANELS
SMOOTH
CROWN
MOLDING
CROWN MOLDING2x2 COLLAR
TRIM
E.P.D.M. OVER 3/4"
PLYWOOD SHEATHING
FLASHING
CANT STRIP
2x BLOCKING
18 3/4"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/24/2018 10:54:16AM03 Lower LevelSDC-WikstromResidence-CD-Rev 1- LMCWikstrom ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551184.02.2018SMLakeville, MNNOTE:
WINDOWS ARE CALLED OUT BY WINDOW
ROUGH OPENING SIZE IN INCHES. EXTERIOR
WINDOW COLOR TO BE BLACK PER
ELEVATION. WINDOW MANUFACTURER TO
SPECIFY CLOSEST MATCHING SIZES &
VERIFY EGRESS COMPLIANCE AND PROVIDE
WINDOW SCHEDULE WITH ROUGH
OPENINGS. WINDOW & DOOR HEADERS TO
BE 2)2x10 UNLESS NOTED (PER MFG.
SPECS.)
ATTENTION:
BEAM SIZES & ALL STRUCTURAL
CONSIDERATIONS SPECIFIED ON THIS SET
OF PLANS MUST BE REVIEWED BY THE
FLOOR SYSTEM DESIGNER OR BY A
STRUCTURAL ENGINEER AND CONFIRMED
TO BE STRUCTURALLY SOUND. BASED ON
THAT REVIEW IF THERE ARE ANY CHANGES
OR ADDED BEAM SIZES, LOCATION , ETC.
THESE CHANGES MUST BE BROUGHT TO
THE GENERAL CONTRACTORS ATTENTION:
1/4" = 1'-0"3 Detail - Passive Radon System
1" = 1'-0"4 Detail- 2x6 Pocket Door Framing
1 1/2" = 1'-0"2 Detail - Office Box Window Crown
3ply 9-1/2" lvl
3ply 9-1/2" lvl 3ply 16" lvl
2ply 11-7/8" lvl
5-1/4" x 11-7/8" trt
glu-lam
3-1/2" x 9-1/2" trt
glu-lam
CS-PF CS-PF
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
(2)2x10
21" min dia footing
DN
DN4' - 0"16' - 0"12' - 0"14' - 0"14' - 0"9' - 0"14' - 0"15' - 0"16' - 0"6' - 0"23' - 0"1' - 0"7' - 0"2' - 8 1/2"9' - 0"14' - 3 1/2"21' - 0"21' - 0"8' - 0"6' - 0"8' - 0"11' - 0"11' - 0"13' - 0"18' - 0"1' - 6"18' - 0"1' - 6"1' - 6"18' - 0"1' - 6"7' - 0"7' - 3 1/2"4' - 6"4' - 6"2' - 8 1/2"1' - 0"2' - 0"4' - 0"3"3"3"3"3"3"3"3"3"3"3"
7' - 0"7' - 0"8' - 3"6' - 9"8' - 0"8' - 0"2' - 3"3' - 9"2' - 5 1/2"9' - 0 1/2"11' - 6"3' - 6 1/2"2' - 11 1/2"6' - 0"6' - 0"2' - 11 1/2"11' - 0 1/2"7' - 0"7' - 0"4' - 0"2' - 0"6' - 0"49' - 0"20' - 0"4' - 2 1/2"3' - 9 1/2"2' - 11 1/2"5' - 0 1/2"2' - 0"3' - 6"3' - 6"2' - 0"5' - 7"5' - 5"2' - 0"4' - 6"4' - 6"2' - 0"9' - 0"9' - 0"
75' - 0"
GARAGE WALLS:
INSULATE WALLS
5/8" TYPE X GP. BD.
ON ALL INTERIOR
GARAGE WALLS
FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.
FLOOR SYSTEM DESIGNER VERIFY SPACING AND
ADJUST AS ALLOWED BY SPANS
CEILING HEIGHT @ 10'-1 1/8" UNLESS NOTED
SET WINDOW HDRS @ 108" FROM MAIN LEVEL
UNLESS NOTED
NOTE:
RAILINGS PER CODE
(OUTSIDE)
CONCRETE
INSULATE WALLS
& CEILING
SET GARAGE
FLOOR @ 1046'
9'-1 1/8" CLG. HGT.
FROM T.O.F.
DECK
COMPOSITE
DECKING
16'-0" x 8'-0" DOORBEAM PER MFG SPECROOF TRUSSES @
24" O.C.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEAD DOOR
SAND BED GRANULAR FILL
GARAGE
2X6 BEARING WALL 2X6 WALLfoyer
WOOD
36"x80" ENTRY DR.
w/18"x80" SIDELITES
w/24" TRANSOM
BEAM PER MFG SPEC LOCKERSMUD ROOM
TILE
BEAM PER MFG.
SPEC. DROPPED.
32"x80" FIRE DR
20 MIN RATED
BEAM PER MFG
SPEC DROPPED
6' - 0"4' - 2 3/4"3' - 5 1/2"2' - 9 3/4"6' - 7 1/2"6' - 8 1/4"2' - 3 3/4"9' - 7 3/4"4' - 6 1/2"9' - 4 1/2"12' - 2 1/2"2' - 2 3/4"14' - 2 3/4"5' - 0 1/2"4' - 4 1/2"9' - 1 1/2"11' - 6 1/2"2' - 5"3' - 4 1/2"6' - 10 3/4"
2' - 5"9' - 1 1/2"12' - 9 1/4"12' - 2 3/4"19' - 9 1/4"1' - 9 3/4"4' - 5 1/2"10' - 8 3/4"29 1/2"6' - 5 1/2"5' - 9 1/4"12"10"96"10"90"10"25"FRONT
PORTICO
CONCRETE
30"x96"
DOOR
R&SFAN
46" VANITYBATH
TILE
36"x96"
DOOR
OFFICE
WOOD
BASE CAB. w/BOOKCASEHALLWAY
WOOD
36"x96"
DOOR
STAIRS
WOOD
RAILING EXPOSED TREADS & RISERSRAILINGANKLE WALL w/RAILING7' - 4"4' - 5 1/4"WOOD CAP LEDGE4' - 4"48"x108"C.O.SUN RM
WOOD
2)3624 FIXED
2)3666 CSMT
BEAM PER
MFG. SPEC.
GAS FIREPLACE
PER MFG.
SPECS.GAS FIREPLACEPER MFG. SPECS.HEARTH6"6"90"x108" C.O.
GREAT ROOM
WOOD
90"x108" C.O.2x4 SLAT WALL
32"x96" C.O.
BEAM PER
MFG SPEC
DROPPED
13'-6"x9'-0" C.O.
DINING
WOOD
4)3618 FIXED
12'-0" x 7'-0" DBL PATIO DR.
BEAM PER MFG. SPEC.
DN UP 48" RANGEDW
2-BIN
TRASH
36" REF.
KITCHEN
WOOD
36" FREZ.HOOD VENTSNKISLAND
4' - 6"4' - 0"2' - 0"10' - 0"4' - 6 1/2"R&S
RECYCLE
BINS/DROP
ZONE
HVAC
48"x96"
BI-PASS DR.36"x96"PKT DRPKT OFF.
WOOD
U.C. REFRIGPANTRY
WOOD
DESK
UPPERSBASE CAB. & CNTRPUPPERS30"x96"
PKT DR
36"x96"PKT DR2)3666 CSMT
BEAM PER
MFG. SPEC.36"x80" SERVICE DR.BEAM PER MFG SPEC16'-0" x 8'-0" DOORBEAM PER MFG SPECSILCOCK18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.ROOF TRUSSES @ 24" O.C.GIRDER TRUSS PER
MFG. SPEC. FLUSH
BEAM PER MFG.
SPEC. DROPPED.BEAM PER MFG. SPEC. FLUSHBEAM PER MFG.
SPEC. FLUSH
BEAM PER
MFG. SPEC.
FLUSH
BEAM PER
MFG. SPEC.
FLUSH
2X6 BEARING WALL
2X6 WALL
2X6 WALL
2X6 WALL
2X6 WALL2X6 PLMG WALL2X6 PLMG WALLSD/CO
4
08
3
08
2
07
5
06
1
07
2
05
3
01
4
09
4
06
5
08
6' - 0"5' - 0"1' - 0"2
08 GIRDER TRUSS PER MFG. SPEC. DROPPEDBEAM PER
MFG. SPEC.
FLUSH
LINE OF UPPER LEVEL6)4224 FIXED
6)4266 FIXED
BEAM PER
MFG. SPEC.4824 FIXED4866 FIXEDBEAM PER MFG. SPEC.2)3624 FIXED
2)3666 CSMT
BEAM PER
MFG. SPEC.
6024 FIXED
6066 FIXED
BEAM PER
MFG. SPEC.2)3624 FIXED2)3666 CSMTBEAM PER MFG. SPEC.3624 FIXED
BEAM PER
MFG. SPEC.
1) 3666 CSMT
BEAM PER
MFG. SPEC.2)3624 FIXED2)3654 CSMTBEAM PER MFG. SPEC.2)3624 FIXED
2)3654 CSMT
BEAM PER
MFG. SPEC.
WINDOW SEAT
3624 FIXED
3654 CSMT
BEAM PER
MFG. SPEC.
2)2424 FIXED
2)2472 FIXED
BEAM PER
MFG. SPEC.2)2424 FIXED2)2472 FIXEDBEAM PER MFG. SPEC.4" FACE BRICK4" FACE BRICK4" FACE BRICK4" FACE
BRICK 7' - 4"4' - 2 1/2"4' - 0"
BEAM PER
MFG. SPEC.
FLUSH BEAM PER MFG. SPEC. FLUSHBOOKCASEBOOKCASE10' - 0"SHELVING
75' - 0"BENCH3"
51' - 0"24' - 0"
6"3"2
06
LINE OF CLG HGT
CHANGE
CONCRETE
INSULATE WALLS
& CEILING
SET GARAGE
FLOOR @ 1046'
8'-8 1/2" CLG. HGT.
FROM T.O.F.
GARAGE
4" FACE BRICK
4" FACE BRICK
2)3624 FIXED2)3654 CSMTBEAM PER MFG. SPEC.4" FACE BRICK
2' - 5"9' - 1 1/2"
63 1/4"54 3/4"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/24/2018 10:54:18AM04 Main LevelSDC-WikstromResidence-CD-Rev 1- LMCWikstrom ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551184.02.2018SMLakeville, MNATTENTION:
BEAM SIZES & ALL STRUCTURAL
CONSIDERATIONS SPECIFIED ON THIS SET
OF PLANS MUST BE REVIEWED BY THE
FLOOR SYSTEM DESIGNER OR BY A
STRUCTURAL ENGINEER AND CONFIRMED
TO BE STRUCTURALLY SOUND. BASED ON
THAT REVIEW IF THERE ARE ANY CHANGES
OR ADDED BEAM SIZES, LOCATION , ETC.
THESE CHANGES MUST BE BROUGHT TO
THE GENERAL CONTRACTORS ATTENTION:
NOTE:
WINDOWS ARE CALLED OUT BY WINDOW
ROUGH OPENING SIZE IN INCHES. EXTERIOR
WINDOW COLOR TO BE BLACK PER
ELEVATION. WINDOW MANUFACTURER TO
SPECIFY CLOSEST MATCHING SIZES &
VERIFY EGRESS COMPLIANCE AND PROVIDE
WINDOW SCHEDULE WITH ROUGH
OPENINGS. WINDOW & DOOR HEADERS TO
BE 2)2x10 UNLESS NOTED (PER MFG.
SPECS.)
2ply 11-7/8" lvl
corner to corner
2ply 11-7/8" lvl
corner to corner
2ply 11-7/8" lvl
corner to corner
2ply 11-7/8" lvl
3ply 11-7/8" or 2ply
14" minimum or
floor girder by
others
2ply 9-1/2" lvl
3ply 9-1/2" lvl
3ply 9-1/2" lvl 3ply 16" lvl
2ply 11-7/8" lvl
2ply 9-1/2" lvl
2ply 9-1/2" lvl
2ply 9-1/2" lvl
3ply 14" or 2ply 16"
lvl
2ply 14" lvl
floor girder by
others
18"
CS-PF
18"
CS-PF
18"
CS-PF
18"
CS-PF
CS-PFCS-PF
CS-PFCS-PF
CS-PFCS-PF
CS-PF
CS-PF
14' - 0"15' - 0"16' - 0"12' - 0"38' - 0"10' - 0"8' - 0"6' - 0"19' - 0"11' - 0"13' - 0"12' - 0"14' - 0"14' - 0"2' - 6"6' - 6"6' - 0"5' - 0"4' - 2 1/2"5' - 6"4' - 3 1/2"8' - 1 1/2"6' - 10 1/2"8' - 0"8' - 0"3' - 6"8' - 6"
3"
3"3"3"
57' - 0"3' - 6 1/2"2' - 11 1/2"49' - 0"14' - 6"4' - 9 1/2"18' - 8 1/2"49' - 0"4' - 2 1/2"3' - 9 1/2"2' - 11 1/2"10' - 6 1/2"5' - 6"5' - 7"5' - 5"6' - 6"6' - 6"
57' - 0"
3"3"
2' - 7 3/4"12' - 8"4' - 4 1/2"4' - 5 1/2"6' - 6 1/2"4' - 6"7' - 9 3/4"
14' - 3 3/4"4' - 11 1/2"4' - 4 1/2"9' - 1 1/2"9' - 0 1/2"2' - 6"6' - 4"6' - 4 1/4"
4' - 2 1/4"11' - 1 1/2"4' - 4 1/2"4' - 5 1/2"3' - 8"8' - 10"12' - 9 1/4"4' - 5 1/2"5' - 6 1/2"14' - 2 3/4"6' - 8 1/4"4' - 6 1/2"9' - 8"22' - 1 1/4"2' - 5 1/2"6' - 8"3' - 0"8' - 1 1/4"2' - 9 1/2"7' - 4"4' - 5 1/4"7' - 4"4' - 2 1/2"4' - 0"
7"7"36"x66" FREE-
STANDING
TUB
ROOF TRUSSES @ 24" O.C.RADON
PIPE
2X6 PLUMBING WALL
LAUNDRY
TILE
2)3672 CSMT
BEAM PER
MFG. SPEC.
OWNER'S SUITE
CARPET
VAULTED CLG.
OWNER'S
BATH
TILE
SMOKE
DET.
HALLWAY
CARPET
CUSTOM ZERO-
ENTRY TILE
SHOWER
NOTCH
TRUSSES 1.5"
ROOF TRUSSES ARE CALLED OUT AT 24" O.C.
ROOF SYSTEM DESIGNER VERIFY SPACING AND
ADJUST AS ALLOWED BY SPANS
CEILING HEIGHT @ 8'-1 1/8" UNLESS NOTED
SET WINDOW HDRS @ 84" FROM UPPER LEVEL
NOTE:12"SCISSOR ROOF
TRUSSES @ 24" O.C.
ROOF TRUSSES @
24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @
24" O.C.
SMOKE
DET.
SMOKE
DET.SD/CO
SD/CO RIDGE LINE OF VAULTW.I.C.
CARPET
WSHR w/
FLOOR
DRAIN
DRYER
ATTIC
ACCESS
UPPERSFAN36"x80"DOORSNKBASE CAB. & CNTRP
FAN
48"
VANITY
34"x60"FBRGLSSHOWER18"
LIN.
BATH
TILE 28"x80"
DOOR
R&S
BEDROOM #3
CARPET
SLOPED CLG.
60"x80"
DBL DR30"x80"
DOOR
FAN
30"x60"FBRGLSTUB/SHWR18"
LIN.
48" VANITY
BATH
TILE
28"x80"
DOOR
BEDROOM #2
CARPETR&S60"x80"DBL DR30"x80"DOOR36"x80"DOORLOFT
CARPET
39" HALF-WALLEXPOSED TREADS & RISERSRAILING
RAILING
DN 2X6 PLUMBING WALL
2X6 PLUMBING WALL
2X6 PLMG WALL2X6 WALL2X6 WALL
48"
LINEN
WET RM
TRENCH DRAIN
BENCHGLASS PANEL WALL48" VANITY 48" VANITY
30" COS.
DESK
28"x80"
DOOR
28"x80"
DOOR
28"x80"
DOOR 24"x80"GLS. DR.FAN FAN
R&S
R&S
STAIRS
WOOD
3672 CSMT
BEAM PER
MFG. SPEC.2)2472 FIXEDBEAM PER MFG. SPEC.2)2472 FIXED
BEAM PER
MFG. SPEC.
2)1860 CSMT
BEAM PER
MFG. SPEC.
3672 CSMT
BEAM PER
MFG. SPEC.
2)3618 FIXED
2)3672 CSMT
BEAM PER
MFG. SPEC.2)4224 AWNBEAM PER MFG. SPEC. 3624 FIXED
BEAM PER
MFG. SPEC.
2)3672 CSMT
BEAM PER
MFG. SPEC.
6072 FIXED
BEAM PER
MFG. SPEC.
3672 CSMT
BEAM PER
MFG. SPEC.
3
06
4
08
3
08
2
07
1
07
2
05
4
09
4
06
5
08
2
08 SLOPED CLG.SLOPED CLG.SLOPED CLG.GIRDER
TRUSS PER
MFG. SPEC.GIRDER TRUSS PER MFG. SPEC.4" FACE BRICK3672 CSMTBEAM PER MFG. SPEC.7' - 0"7' - 0"15 1/2"24"13"48"4 1/2"50 1/4"
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"8' - 1 1/8"BEAM FLUSH
PER MFG. SPEC.
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
laundry
8' - 10"10' - 1 1/8"9' - 1 1/8"9' - 0"58 11/16"66 1/16"66 1/4"73 5/8"66 1/4"22' - 5 1/4"12' - 2 1/4"2' - 6"6' - 6"12"
4' - 0"5' - 6"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
foyer
mechanical
room
staircase
18"
12"
05
3
STAIRCASE FLAT ROOF:
ROOF TRUSS INSTALLED PER MFG. &
INSTALLER SPECS.
SELF-BITUMINOUS MEMBRANE w/ 3"
END OVERLAP
EXTEND MEMBRANE 12"-18" ABOVE
ABUDDING CANT STRIP
3/4" OSB SHEATHING w/STEEL CLIPS
TRUSSES SLOPED @ 1/4" / 12" @ 24"
O.C. (PER MFG. SPEC.)
BAFFLES w/1" AIR SPACE
2 TIER COMPOSITE SOFFIT & FASCIA
E.H.11 1/4"9 1/4"9' - 0"WOOD CAP
STAIRCASE FLAT ROOF:
ROOF TRUSS INSTALLED PER MFG. &
INSTALLER SPECS.
SELF-BITUMINOUS MEMBRANE w/ 3"
END OVERLAP
EXTEND MEMBRANE 12"-18" ABOVE
ABUDDING CANT STRIP
3/4" OSB SHEATHING w/STEEL CLIPS
TRUSSES SLOPED @ 1/4" / 12" @ 24"
O.C. (PER MFG. SPEC.)
BAFFLES w/1" AIR SPACE
2 TIER COMPOSITE SOFFIT & FASCIA
4/4 x 8 COMPOSITE FASCIA
5/4 x 12 COMPOSITE FASCIA
4/4 COMPOSITE FASCIA
2x4 BLOCKING
CANT STRIP w/ FLASHING
SLOPED TRUSS11 1/4"3 1/2"3"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/24/2018 10:54:19AM05 Upper LevelSDC-WikstromResidence-CD-Rev 1- LMCWikstrom ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551184.02.2018SMLakeville, MNATTENTION:
BEAM SIZES & ALL STRUCTURAL
CONSIDERATIONS SPECIFIED ON THIS SET
OF PLANS MUST BE REVIEWED BY THE
FLOOR SYSTEM DESIGNER OR BY A
STRUCTURAL ENGINEER AND CONFIRMED
TO BE STRUCTURALLY SOUND. BASED ON
THAT REVIEW IF THERE ARE ANY CHANGES
OR ADDED BEAM SIZES, LOCATION , ETC.
THESE CHANGES MUST BE BROUGHT TO
THE GENERAL CONTRACTORS ATTENTION:
NOTE:
WINDOWS ARE CALLED OUT BY WINDOW
ROUGH OPENING SIZE IN INCHES. EXTERIOR
WINDOW COLOR TO BE BLACK PER
ELEVATION. WINDOW MANUFACTURER TO
SPECIFY CLOSEST MATCHING SIZES &
VERIFY EGRESS COMPLIANCE AND PROVIDE
WINDOW SCHEDULE WITH ROUGH
OPENINGS. WINDOW & DOOR HEADERS TO
BE 2)2x10 UNLESS NOTED (PER MFG.
SPECS.)
1/4" = 1'-0"2 Cross Section - Foyer/Staircase
1" = 1'-0"3 Detail - Staircase Flat Roof Cornice
(2)9-1/2" LVLs
Temper
-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"BEAM DROPPED
PER MFG. SPEC.
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
CONCRETE
STEPS
FOYER
3' - 6"8' - 10"10' - 1 1/8"9' - 1 1/8"8' - 0"12' - 0"17' - 0"E.H.7 7/16"4"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
10"
12"
GREAT ROOM
LAUNDRY BEDROOM #2BATH
FAMILY ROOM
MECHANICAL
6"
12"3' - 6"FRAMING
35 1/2"
FINISHED
44 1/2"
6"H x 8"D x 81-3/8"W
WOOD MANTLE 5"24"
12"
FRONT PORTICO:
POURED CONCRETE
PORTICO
SELF-BITUMINOUS
MEMBRANE w/ 12"
OVERLAP MIN. BELOW
GRADE & 12"-18"
OVERLAP ABUDDING
WOOD FRAMING
8" SPANCRETE PLANK
(PER MFG SPEC)
2" RIGID INSULATION
9' - 0"First Floor
1049' - 2 1/4"
Top of Foundation
1047' - 6"
10"
12"
ROOF TRUSSES
PER MFG. SPEC.
GARAGE
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEAD DOOR
SAND BED GRANULAR FILL7' - 8 1/2"4' - 6"GARAGE WALLS:
INSULATE WALLS
5/8" TYPE X GP. BD.
ON ALL INTERIOR
GARAGE WALLS
Garage Grade
1046' - 0"T.O.F. TO TOP PLATE @ FRONT8' - 8 1/2"E.H.6"11' - 6"11' - 6"T.O.F. TO WDW R.O.6' - 6"12"
12"
18"
12"2x4 TAIL2x4 LOOK OUT
1 2"2x BLOCKING
3/4" STRUCTURAL
FASCIA
11 5/8"10 3/4"T.C.
9 1/4"
2)1/4" PLYWOOD
SHEATHING
CURVED
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"BEAM FLUSH
PER MFG. SPEC.
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
OFFICE
T.O.F. TO TOP PLATE9' - 1 1/8"32 1/4"8' - 10"10' - 1 1/8"8' - 1 1/8"CEILING VAULT11' - 1 1/8"9' - 1 1/8"7' - 4 7/8"1' - 8 1/4"E.H.16 1/4"19' - 0"19' - 0"
4"
12"3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
GIRDER TRUSSES
PER MFG. SPEC.
ROOF TRUSSES
PER MFG. SPEC.
10"
12"
BEAM FLUSH
PER MFG. SPEC.
BEDROOM #3
STORAGE
WET ROOM
W.I.C.
GARAGE
MUD ROOM
20"GARAGE WALLS:
INSULATE WALLS
5/8" TYPE X GP. BD.
ON ALL INTERIOR
GARAGE WALLS
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEAD DOOR
SAND BED GRANULAR FILL
07
3
9' - 0"9' - 0"TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
SLOPED CLG.
GIRDER TRUSSES
PER MFG. SPEC.T.O.F. TO TOP PLATE8' - 8 1/2"E.H.10 5/8"15"
12"
12"
12"3' - 6"12"NOTE:
BATHROOM OVER UNCONDITIONED SPACE REQUIRES
HEAT DUCT & SEWER PIPES TO BE WRAPPED &
FOAMED.
HEAT DUCT & SEWER PIPES WILL BE HELD TIGHT TO
SUBFLOOR & 18" BLOWN INSULATION (R-49).
First Floor
1049' - 2 1/4"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"T.O.F TO TOP PLATE10' - 1 1/8"T.O.F. TO TOP PLATE9' - 1 1/8"10' - 6"10' - 6"
15"
12"
18"18"3' - 6"4' - 6"E.H.17 5/8"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/24/2018 10:54:20AM06 Cross SectionsSDC-WikstromResidence-CD-Rev 1- LMCWikstrom ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551184.02.2018SMLakeville, MN 1/4" = 1'-0"3 Cross Section - Foyer/Great Room
1/4" = 1'-0"5 Cross Section - Garage
1" = 1'-0"1 Detail - Curved Cornice
1/4" = 1'-0"4 Cross Section - Office/Garage
1/4" = 1'-0"2 Detail - Garage Gable
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"
BEAM DROPPED
PER MFG. SPEC.
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
2X10 JOISTS @ 16" O.C.
OWNER'S SUITE
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.C.O.9' - 0"8' - 10"10' - 1 1/8"9' - 1 1/8"CEILING VAULT13' - 9"E.H.6 7/8"12"
4"14' - 0"7' - 0"22' - 0"
SCISSOR ROOF TRUSSES
PER MFG. SPEC.9' - 0"9' - 0"BEAM DROPPED
PER MFG. SPEC.
10"
12"
oWNER'S BATHBATH
DINING
KITCHEN
BATH
MECH. RM FAMILY ROOM
GUEST ROOM
DECK
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
SCISSOR TRUSSES
PER MFG. SPEC.
OWNER'S SUITE
8' - 10"10' - 1 1/8"8' - 1 1/8"CEILING VAULT RIDGE13' - 9"E.H.14 3/8"18"
12"
12"12"
8' - 0"8' - 0"3' - 6"9' - 0"3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
GUEST ROOM
DINING
07
4
9"
12"8' - 3 5/8"1' - 8"2x10
JOISTS
1" RIGID
INSULATION
2x4
STUDS
2x8
JOISTS
2x4 RIPPED @
1/4" SLOPE
1' - 0"
BOX WINDOW FLAT ROOF:
SELF-BITUMINOUS MEMBRANE w/ 3"
END OVERLAP
EXTEND MEMBRANE 12"-18" ABOVE
ABUDDING CANT STRIP
3/4" OSB SHEATHING w/STEEL CLIPS
2x4'S SLOPED @ 1/4" / 12" @ 12" O.C.
(PER MFG. SPEC.)
2x8 JOISTS @ 16" O.C. w/BLOWN
INSULATION (R-30)
COMPOSITE TRIM AND CROWN
CANTILEVER
INSULATION:
SPRAY FOAM
INSULATION R-30
MIN.
03
2
BEAM PER
MFG SPEC.E.H.14 3/8"1' - 0"
18"
12"
9"
12"
2x8 EXPOSED TAILS
(EXTEND 24" BACK
ALONG SIDE OF
ROOF TRUSSES)24"2" RIGID
INSULATION
LAP SIDING
1/2" SHEATHING
1/2" ANCHOR BOLT
BUILDING PAPER
lookout wall detail
SPECIAL FOUNDATION:ALL NON-STRUCTURAL EXTERIOR FOUNDATION WALLS
NOT MORE THAN 2 STORIES HIGH WITH A GABLE ROOF
(HIP ROOFS EXEMPT)
NOTE:
DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL
ENGINEER. SUBJECT TO CHANGE. ALL FOUNDATION WALLS (STRUCTURAL AND
NON-STRUCURAL) MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR
SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER
CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY
RESPONSIBILITY FOR FOUNDATION WALLS NOT PROPERLY ENGINEERED AS
REQUIRED FOR STRUCTURE.
2X6 SOLE PLATE
METAL FLASHING
METAL FLASHING
2" RIGID
INSULATION
LAP SIDING
1/2" SHEATHING
2X6 SILL PLATE
1/2" ANCHOR BOLT
BUILDING PAPER
SILL PLATE DETAIL:
STANDARD FOUNDATION:ALL STRUCTURAL EXTERIOR FOUNDATION WALLS
MUST BE FLASHED PER CODE
DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL
ENGINEER. SUBJECT TO CHANGE. ALL FOUNDATION WALLS (STRUCTURAL AND
NON-STRUCURAL) MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR
SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER
CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY
RESPONSIBILITY FOR FOUNDATION WALLS NOT PROPERLY ENGINEERED AS
REQUIRED FOR STRUCTURE.
NOTE:DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/24/2018 10:54:22AM07 Cross SectionsSDC-WikstromResidence-CD-Rev 1- LMCWikstrom ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551184.02.2018SMLakeville, MN 1/4" = 1'-0"2 Cross Section - Kitchen/Dining
1/4" = 1'-0"1 Cross Section - Owner's Suite
1/2" = 1'-0"3 Detail - Office Box Window
1" = 1'-0"4 Detail - Owner's Suite Cornice 1" = 1'-0"5 Detail - Lookout Wall
1" = 1'-0"6 Truss Detail - Standard Sill Plate
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"
BEAM FLUSH
PER MFG. SPEC.
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
TYPICAL STAIRCASE
CONSTRUCTION:
6'-10" MINIMUM HEADROOM
(3) 11- 7/8" STAIR STRINGER
w/1-1/8" x 11-1/4"
PARTICLE BOARD TREADS
PROVIDE 34"-36" HGT
HANDRAILS
& GUARDS RAILS PER CODE
TYPICAL STAIRCASE
LANDING
CONSTRUCTION:
2-2x8 HEADER
3/4" PLYWOOD
BACKING
2x8 JOISTS @ 16" O.C.
3/4" PLYWOOD
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILLHALF-WALL3' - 3"19 RISERS11' - 7 7/8"17 RISERS10' - 4 3/4"6' - 1 5/8"5' - 6 1/4"5' - 6 1/16"4' - 10 11/16"5' - 6 1/4"7 3/8"11"7 5/16"8' - 0"12' - 0"17' - 0"9' - 1 1/8"10' - 1 1/8"8' - 10"9' - 0"22' - 5 1/4"3' - 6"CASED OP'NG8' - 0"CASED OP'NG9' - 0"E.H.7 7/16"3"
WOOD CAP LEDGE
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.T.C.B.
T.C.B.
BEAM FLUSH
PER MFG. SPEC.
lower level
staircase
TYPICAL STAIRCASE
CONSTRUCTION:
6'-10" MINIMUM HEADROOM
(3) 11- 7/8" STAIR STRINGER
w/1-1/8" x 11-1/4"
EXPOSED TREADS & RISERS
PROVIDE 34"-36" HGT
HANDRAILS
& GUARDS RAILS PER CODE
TYPICAL STAIRCASE LANDING
CONSTRUCTION:
STRUCTURAL STEEL
RECTANGLE TUBE/ WRAPPED
WOOD FLOOR LANDING
upper level
staircase
10"
12"
6"
12"
12"
bedroom #2
great room
family
room
bath
SLOPED
CLG.
STAIRCASE FLAT ROOF:
ROOF TRUSS INSTALLED PER MFG. &
INSTALLER SPECS.
SELF-BITUMINOUS MEMBRANE w/ 3"
END OVERLAP
EXTEND MEMBRANE 12"-18" ABOVE
ABUDDING CANT STRIP
3/4" OSB SHEATHING w/STEEL CLIPS
TRUSSES SLOPED @ 1/4" / 12" @ 24"
O.C. (PER MFG. SPEC.)
BAFFLES w/1" AIR SPACE
2 TIER COMPOSITE SOFFIT & FASCIA
11"
BEAM PER MFG SPEC
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
MECHANICAL/STORAGE ROOM
9' - 0"8' - 1 1/8"11' - 1 1/8"10' - 1 1/8"8' - 10"8' - 10"10' - 1 1/8"9' - 1 1/8"6' - 11 7/8"3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
18"
12"
18"
12"
12"
12"
19' - 6"23' - 0"6' - 6"33' - 8 1/8"FINISHED
51"
FRAMING
42"35 1/2"
OFFICE BATH FOYER
SUN ROOM
LOFT
LAUNDRY
BATHBEDROOM #3
HALF-WALL39"12"
4"
6"9 1/4"9 1/4"
9 1/4"
STAIRSBEAM FLUSH
PER MFG. SPEC.E.H.7 9/16"First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"8' - 1 1/8"3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
bedroom #3
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
storage9' - 0"8' - 10"10' - 1 1/8"11' - 1 1/8"window seat
9 1/4"E.H.8 3/8"18"
12"
6' - 6"6' - 6"
12"12"
06
1
OFFICE
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
loft
9' - 1 1/8"10' - 1 1/8"8' - 10"3' - 6"9' - 0"7' - 0"7' - 0"
12"12"
10"
12"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
Sun room
exercise E.H.6 7/8"2X6 SILL PLATE
1/2" ANCHOR BOLT
COMMON WALL DETAIL:
DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL
ENGINEER. SUBJECT TO CHANGE. ALL FOUNDATION WALLS (STRUCTURAL AND
NON-STRUCURAL) MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR
SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER
CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY
RESPONSIBILITY FOR FOUNDATION WALLS NOT PROPERLY ENGINEERED AS
REQUIRED FOR STRUCTURE.
NOTE:18"2"6"2" RIGID
INSULATION
1/2" SHEATHING
FLOOR TRUSS PER PLAN2X6 SOLE PLATE
4" POURED
CONCRETE SLAB
(GARAGE 1/4" SLOPE
IS NOT SHOWN)DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/24/2018 10:54:23AM08 Cross SectionsSDC-WikstromResidence-CD-Rev 1- LMCWikstrom ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551184.02.2018SMLakeville, MN 1/4" = 1'-0"4 Cross Section - Staircase/Great Room
1/4" = 1'-0"5 Cross Section - Office/Sun Room
1/4" = 1'-0"2 Cross Section - Bedroom#3 Clg.
1/4" = 1'-0"3 Cross Section - Loft
1" = 1'-0"1 Truss Detail - Garage Floor
DN
DN
1180 SF
LOWER LEVEL
392 SF
MECHANICAL/STORAGE
196 SF
PROJECT ROOM 445 SF
DECK
1889 SF
MAIN LEVEL
979 SF
GARAGE
66 SF
PORTICO
1822 SF
UPPER LEVEL
117 SF
STAIRCASE
8' - 10"18 3/4"10' - 1 1/8"18 3/4"9' - 1 1/8"LOWER LEVEL WINDOW HEADER HEIGHT7' - 6"MAIN LEVEL WINDOW HEADER HEIGHT9' - 0"UPPER LEVEL WINDOW HEADER HEIGHT8' - 0"3' - 6"E.H.7 3/8"12"
6"
12"
ROOF, CEILING & EAVE
CONSTRUCTION:
WALL
CONSTRUCTION:
FOUNDATION WALL &
BASEMENT SLAB
CONSTRUCTION:
MAIN LEVEL
CONSTRUCTION:
UPPER LEVEL
CONSTRUCTION:
ARCHITECTURAL GRADE ASPHALT
SHINGLES
#15FELT & ICE & WATER SHIELD (6'-0")
1/2" OSB SHEATHING w/STEEL CLIPS
TRUSSES @ 24" O.C. (PER MFG. SPEC.)
BAFFLES w/1" AIR SPACE
2X4 LOOKOUTS
2X8 SUB FASCIA w/ 1x3 ON 1x8 COMPOSITE
FASCIA
COMPOSITE VENTED SOFFITS
COMPOSITE FRIEZE BOARDS
R-50 BLOWN INSULATION
POLY VAPOR BARRIER
5/8" GYP. BRD. CEILING
3/4" T&G PLYWOOD SUBFLOOR
GLUED & SCREWED
18" FLOOR TRUSSES @ 19.2" O.C.
(FLOOR SYSTEM DESIGNER TO
VERIFY SIZE & SPACING BASED
ON SPANS)
5/8" GYP. BRD. ON CEILING
SPRAY INSULATE RIMS (R-21)
SIDING PER ELEVATION
HOUSE WRAP (WRAP
WINDOWS PER MFG. SPEC.)
1/2" OSB SHEATHING
2X6 STUDS @16" O.C.
DBL. TOP PLATE
R-21 WALL INSULATION
4 MIL POLY VAPOR BARRIER
1/2" GYP. BRD.
2X6 SOLE PLATE
ALL DETAILS TO CONFORM W/
ENERGY CODE
3/4" T&G PLYWOOD SUBFLOOR
GLUED & SCREWED
18" FLOOR TRUSSES @ 19.2" O.C.
(FLOOR SYSTEM DESIGNER TO
VERIFY SIZE & SPACING BASED ON
SPANS)
FLASHING UNDER SILLS & STOOPS
TREATED 2X6 SILL PLATE w/
SEALER
1/2" ANCHOR BOLTS @ 6' O.C. & 1'
FROM CORNERS
5/8" GYP. BRD. ON CEILING
SPRAY INSULATE RIMS (R-21)
WATERPROOFING
EXTERIOR THERMAL WALL:
2" RIGID INSULATION (R-10) APPLIED TO
EXTERIOR, PROVIDE FLASHING TO
COVER EXPOSED INSULATION
POURED CONC. WALL PER PLAN
REINFORCE WALLS PER CODE AND
ENGINEER'S SPECIFICATIONS
20" X 8" CONTINUOUS CONC. FOOTING
UNLESS OTHERWISE NOTED
4" CONC. SLAB
VAPOR/MOISTURE BARRIER PER IRC
SECTION 506 EXTENDING UP THE WALL
AND SEALED TO FOUNDATION WALL
4" SAND/AGGREGATE FILL
IN-FLOOR HEAT PER PLAN
INTERIOR & EXTERIOR 4"
DIA. PERFORATED DRAIN
TILE PIPED TO SUMP
BASKET
INTERIOR THERMAL WALL:
1" RIGID INSULATION (R-5)
2x4 STUDS @ 16" O.C.
2x4 TRD. PLATE
1/2" GYP BD.DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2018. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.5/24/2018 10:54:25AM09 Square Footage CalculationsSDC-WikstromResidence-CD-Rev 1- LMCWikstrom ResidenceSD Custom Homes750 Main StreetSuite #223Mendota Heights, MN 551184.02.2018SMLakeville, MNLOWER LEVEL:
MAIN LEVEL:
UPPER LEVEL:
FINISHED TOTAL:
SQUARE FOOTAGE CALCULATIONS
1180 SQ. FT. LOWER LEVEL
392 SQ. FT. MECHANICAL ROOM
196 SQ. FT. PROJECT ROOM (OPT. FINISH)
1889 SQ. FT. MAIN LEVEL
979 SQ. FT. GARAGE
445 SQ. FT. DECK & GRILL DECK
66 SQ. FT. FRONT PORTICO
1822 SQ. FT. UPPER LEVEL
117 SQ. FT. STAIRCASE
4891 SQ. FT. FINISHED TOTAL (DOES NOT
INCLUDE U.L. STAIRCASE SQ.FT.)
GENERAL NOTES
1. ALL EXTERIOR WALLS TO BE CONSTRUCTED OF 2x6 STUDS @ 16" O.C.
2. ALL INTERIOR WALLS TO BE CONSTRUCTED OF 2x4 STUDS @ 16" O.C. (UNLESS
OTHERWISE NOTED)
3. WALLS ADJACENT TO GARAGE SPACE SHALL BE 2x6 WITH A 1 HR. FIRE RATING
4. STRUCTURAL WALLS TO HAVE A FIRE RATING OF 1 HR.
5. ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF STUD
6. PROVIDE ROOF VENTILATION 1 SQ.FT. PER 300 SQ.FT. OF ROOF AREA. 50% AT RIDGE AND
50% AT SOFFIT-MIN
7.ALL INTERIOR DOOR HEAD HEIGHT TO BE VERIFIED BY BUILER UNLESS OTHERWISE
NOTED. UNDERCUT MIN 1"
8. ALL STRUCTURAL MEMBERS TO BE VERIFIED BY MANF. AND A STRUCTURAL ENGINEER.
9. ALL WINDOW UNITS ABOVE TUB DECK AND/OR WITHIN 18" OF THE FLOOR AND/OR 24" OF
A DOORWAY SHALL BE TEMPERED GLASS
10. PROVIDE AN APPROVED ICE AND WATER ROOFING STARTER EDGE PER CODE OR
EQUIVALENT
11. WRAP ALL CANTILEVERS WITH AN APPROVED POLY AND SPRAY FOAM FLOOR
12. SLOPE FINISHED GRADE AWAY FROM THE HOUSE ON ALL SIDES
13. 1/2" AIR SPACE ON EACH SIDE OF MICRO-LAM BEAM & MIN 3" BEARING ON CONCRETE
14. EXTERIOR RAILING TO BE MIN OF 36" HIGH AND BUILT AS TO NOT ALLOW A 4" SPHERE
TO PASS THROUGH
15. ALL COMPONENTS TO BE INSTALLED TO MANF. SPEC OR LOCAL CODE
16. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY IS TO BE PRESSURE
TREATED OR WOOD SPECIES THAT HAS A NATURAL RESISTANCE TO DECAY
17. PROVIDE A WATER RESISTIVE GYP BOARD AROUND ALL SHOWERS AND TUBS
18. LIGHT OR FAN HOUSING SYSTEM RECESSED THROUGH AN EXTERIOR VAPOR BARRIER
SHALL BE OF THE AIR SEALED TYPE OR BE BOXED AND SEALED PER CODE
19. PROVIDE DRAFT STOPS PER UBC 708.3
20. FIRE BLOCK ALL CHASES AT EACH FLOOR-CEILING ASSEMBLY OR AT 10' MAX
INTERVALS
21. ALL SMOKE DETECTORS TO BE HARD WIRED WITH BATTERY BACKUP PER CODE
22. MAINTAIN A 6" SEPARATION BETWEEN GRADE AND WOOD
23. CAULK AND FLASH AROUND ALL EXTERIOR OPENINGS
24. PLUMBING PENETRATIONS IN WALL ASSEMBLY SHALL BE FIRE CAULKED WITH LISTED
MATERIALS
25. BLOCK PATIO DOORS WITHOUT A DECK
26. SMOKE DETECTORS SHALL BE MIN 16" AWAY FROM WALL AND INSTALL TO MANF. SPEC
27. NO OPENING IN ROOF WITHIN 5' OF PROPERTY LINES
28. 10% OF THE FLOOR AREA IS REQUIRED FOR LIGHT AND VENTILATION IN ALL HABITABLE
ROOMS
29. ON EXTERIOR, GRIPPABLE HANDRAILS 34" TO 36" IN HEIGHT FROM THE NOSE OF THE
STAIRS
30. COMBUSTION AIR DUCTS 12" OFF THE FLOOR OR RETURN AIR PLENUM WHEN
REQUIRED (IMC703)
31. PROVIDE PLUMBING ACCESS AT ALL TUBS EXCEPT WHEN TRAPS & OVERFLOW GLUED
32. PROVIDE 50 cfm OR 20 cfm CONTINUOUS VENTILATION OR OPERABLE WINDOW (ASHRAE
62-2001 6.1)
33. DRYER VENT TO THE EXTERIOR- INSULATE LAST 3 FEET MIN 36" CLEARANCE TO OTHER
OPENINGS: (IMC504.4, 401.52 AND 604.1)
34. CERAMIC TILE TO BE APPLIED OVER GREEN BOARD, CEMENT BOARD, WONDER BOARD
OR OTHER APPROVED MATERIAL TO A HEIGHT OF 70" ABOVE DRAIN INLET IN SHOWERS.
CEMENT BOARD MUST BE USED ON EXTERIOR WALLS UNDERNEATH TILE AND OVER THE
VAPOR BARRIER (R307)
35. TRUSS PLANS STAMPED AND APPROVED BY MANF. SHALL BE ON THE JOB SITE.
ALTERATIONS TO TRUSSES REQUIRE AN ENGINEER'S APPROVAL
36. RAFTERS SHALL BE FRAMED TO MIN 1" THICK RIDGE BOARD NOT LESS THAN THE DEPTH
OF THE CUT END OF THE RAFTERS OR NAILED TO EACH OTHER WITH A GUSSET PLATE A
TIE. THE RIDGE BOARD MUST BE SUPPORTED ON END WALL OR MIN 2x4 COLLAR TIES ARE
REQUIRED AT MIN 4" O.C.
37. 4-MIL VAPOR BARRIER ON WARM IN WINTER SIDE OF EXTERIOR WALLS AND CEILING.
FIRE RETARDANT VAPOR BARRIER MAY BE LEFT UNCOVERED
38. WIND-WASH AT AL EAVES, CORNERS, OVERHANGS, AND BY WINDOWS. SHEATHING
INSULATION DAM @ CEILING CHANGES
39. WEATHER-RESISTIVE BARRIER-i.e. BUILDING WRAP TABLE R703.4
40. HOT WATER PIPING LOCATED OUTSIDE OF CONDITIONED SPACE WILL BE INSULATED TO
AT LEAST R-3
41. ATTIC ACCESS DOORS FROM CONDITIONED TO UNCONDITIONED SPACES SHALL BE
WEATHERED-STRIPPED AND INSULATED.
42. NEW WOOD-BURNING FIREPLACES WILL HAVE TIGHT-FITTING FLUE DAMPERS AND
OUTDOOR COMBUSTION AIR.
43. FOR WINDOWS WHERE THE LOWEST PART OF THE WINDOW OPENING IS MORE THAN 6'
ABOVE THE GROUND, THE LOWEST PART OF OPENING SHALL BE MIN. OF 36" ABOVE THE
FINISHED FLOOR. EXCEPTIONS INCLUDE WINDOWS THAT DO NOT OPEN MORE THAN 4",
WINDOWS WITH FALL PROTECTION, AND WINDOWS THAT HAVE OPENING CONTROL
DEVICES.
44. DWELLINGS WITH ATTACHED GARAGES OR FUEL FIRED EQUIPMENT MUST BE EQUIPPED
WITH CARBON MONOXIDE ALARMS OUTSIDE OF, BUT NO FURTHER THAN 10' FROM , EACH
SLEEPING AREA OR BEDROOM.
45. FOOTINGS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 5,000 psi.
46. A MIN. 1/2" GYPSUM BOARD MEMBRANE, OR 5/8" WOOD STRUCTURAL PANEL
MEMBRANE, SHALL BE PROVIDED ON THE UNDERSIDE OF FLOOR ASSEMBLIES.
EXCEPTIONS A.DWELLINGS EQUIPPED WITH SPRINKLER SYSTEM. B.CRAWLSPACES
C.PORTIONS OF FLOOR ASSEMBLIES WITH PROPORTIONALLY SMALL AREA. D. FLOOR
ASSEMBLIES CONSTRUCTED OF SOLID SAWN LUMBER OR STRUCTURAL COMPOSITE
LUMBER WITH MIN. NOMINAL DIMENSIONS OF 2"x10".
47. DECKS SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL SHALL BE POSITIVELY
ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND
LATERAL LOADS.
48. FLASHING WITH A MIN. 3 1/2" VERTICAL ATTACHMENT FLANGE IS REQUIRED AT THE
INTERSECTION OF THE FOUNDATION AND RIM JOIST FRAMING WHEN THE EXTERIOR WALL
COVERING DOES NOT LAP THE FOUNDATION INSULATION. THE FLASHING MUST EXTEND A
MIN. OF 1" BELOW THE FOUNDATION PLATE LINE, AND THE REQUIRED WATER-RESISTIVE
BARRIER MUST LAP OVER THE ATTACHMENT FLANGE.
49. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS
1/8" = 1'-0"1 Basement
1/8" = 1'-0"2 First Floor
1/8" = 1'-0"3 Second Floor
1/2" = 1'-0"4 Detail - Typical Wall Section
1-8-4Hand frame overhangsHand frame overhangsHand frameFlush LVL by otherDIMENSIONS ON TRUSS LAYOUT AREFROM OUTSIDE OF FRAMING.IF YOU HAVE ANY QUESTIONS ORCONCERNS, PLEASE CALLDallas@ 651-287-1948OREMAIL: Dyurek@VILLAUME.COMS3T3T2T1T1T1T1T1T1T1T4T5T5T6S2J5J6J7J8J5J6J7J8J9J9J9J10J10J10J10CT2CT2S1S1S1S1S1S1S1M1V7V8V9LUS26LUS26LUS26LUS26LUS26LUS26LUS26LUS24LUS24HHUS26-2LUS24LUS246-06-002-06-0014-00-00 14-00-00 12-00-0020-00-0069-00-001-00-002-08-089-00-00 14-03-0821-00-0021-00-0069-00-00K1H3H1H1H2H2E3E1E1E1E1E1E1E1E2G3G2G1G1G1G1G1D3D2D2D2D2D1D4D5D6D7D8H4A2A1A1A1A3A4A5A6A6C2C1C1C1C1C1C3N3N2N2N2N2N2N2N2N2N2N2N2N2N1N1N1N1N1N1N1N1N1B2B1B1B3B4B5B6B7N4R3R2R2R1R1J3J2J1J3J2J1J4J4C T 1 CT1V1V2V3V4LV5LV6LLUS24LUS24 LUS24LUS24LUS26-2LUS26LUS26LUS24LUS24HUS28LUS26JUS24LUS26LUS24LUS24LUS24LUS24LUS24LUS28LUS28LUS26-2LUS28LUS28LUS24LUS24LUS26LUS26LUS24LUS24LUS24LUS24HUS28JUS24LUS24HHUS26-2LUS24LUS24LUS24LUS24HGUS28-2LUS24LUS24LUS24LUS26LUS26LUS26LUS26HHUS26-2LUS24LUS24Customer: Dakota County LumberJob Number: 304432-AHome Owner: SD Custom WIkstrom ResJob Name: RoofSite Address:Sales Rep: John HummelCity, ST, ZIP: Lakeville MN Designer: Dallas Yurek2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 6/25/2018
Dropped Beam BOFlush Beam BO12" cant18" DEEP TRUSSES19.2" O.C. BASE SPACING.DIMENSIONS ON TRUSS LAYOUT AREFROM OUTSIDE OF FRAMING.LEFT END OF TRUSSES ARE DENOTEDON THE LAYOUT WITH A LITTLETRIANGLE. LEFT END OF TRUSSHAS ALSO BEEN PAINTED.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBINGLOCATIONS. DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS ORCONCERNS, PLEASE CALLDallas@ 651-287-1948OR EMAIL:Dyurek@VILLAUME.COMF7F7F7F7F7F12F12F12F1F1F2F2F2F3F3F3F3F4F4F13F13F13F13F13F13F22F21F8F8F25F23F20F20F20F20F20F20F20F15F15F24F16F5F5F5F5F5F5F5F6F6F6F6F17F17F17F17F18F10F11F9F14F14F14F14F1F14F14F141-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-121-06-101-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-00-076-06-002-06-0014-00-00 14-00-00 12-00-0020-00-0069-00-001-00-0026-00-0021-00-0021-00-0069-00-008-00-00 6-00-00 19-00-0011-00-00 13-00-0018-00-0075-00-0014-00-00 15-00-0016-00-00 6-00-00 23-00-001-00-0075-00-00Customer: Dakota County LumberJob Number: 304432-BHome Owner: SD Custom WIkstrom ResJob Name: 1st FloorSite Address:Sales Rep: John HummelCity, ST, ZIP: Lakeville MN Designer: Dallas Yurek2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 6/21/2018
Dropped beam by otherDropped beam by otherFlush beam by otherFlush beam by otherFlush beam by other18" DEEP TRUSSES19.2" O.C. BASE SPACING.DIMENSIONS ON TRUSS LAYOUT AREFROM OUTSIDE OF FRAMING.LEFT END OF TRUSSES ARE DENOTEDON THE LAYOUT WITH A LITTLETRIANGLE. LEFT END OF TRUSSHAS ALSO BEEN PAINTED.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBINGLOCATIONS. DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS ORCONCERNS, PLEASE CALLDallas@ 651-287-1948OR EMAIL:Dyurek@VILLAUME.COMFF8FF9FF8FF8FF8FF8FF10FF10FF10FF1FF1FF1FF1FF1FF1FF2FF2FF2FF2FF3FF3FF4FF4FF4FF4FF4FF4FF4FF5FF5FF5FF6FF7FF7FF7FF7FF18FF17FF20FF21FF9FF26FF24FF11FF11FF11FF11FF11FF15FF15FF15FF15FF15FF15FF15FF13FF14FF14FF14FF14FF14FF14FF13FF25 FF19FF22FF23FF71-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-121-06-101-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-00-076-06-002-06-0014-00-00 14-00-00 12-00-0020-00-0069-00-001-00-002-08-089-00-00 14-03-0821-00-0021-00-0069-00-008-00-00 6-00-00 19-00-0011-00-002-00-009-00-002-00-0018-00-0075-00-0014-00-00 15-00-0016-00-00 6-00-00 23-00-001-00-0075-00-00Customer: Dakota County LumberJob Number: 304432-AHome Owner: SD Custom WIkstrom ResJob Name: RoofSite Address:Sales Rep: John HummelCity, ST, ZIP: Lakeville MN Designer: Dallas Yurek2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 6/25/2018
JobATrussA1Truss TypeRoof SpecialQty3Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:46:48 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-KT8Y9AwNQ3yAhA?p5zQwiqt5fOr_AkloDz450Uz2ipLScale = 1:68.6T1T2T3W7B1W3W4W6W1W5W2989#/-40#965#/-59#2345610 9 8718x8 8x10 3x6 4x8 5x8 4x10 2x3 8x14 MT20HS0-5-80-5-81-1-80-8-05-6-04-4-810-0-94-6-914-5-14-4-719-0-04-6-15-1-0-01-0-01-1-81-1-85-6-04-4-810-0-94-6-914-5-14-4-719-0-04-6-150-8-68-11-62-1-80-11-41-0-018.00 120.25 12Plate Offsets (X,Y)-- [3:0-2-7,Edge], [4:0-1-8,0-3-12], [5:0-4-0,0-2-0]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.710.770.86DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.58-1.000.19(loc)8-98-97l/defl>386>222n/aL/d240180n/aPLATESMT20MT20HSWeight: 103 lb FT = 20%GRIP197/144148/108LUMBER-TOP CHORD 2x10 SP 2400F 2.0E *Except* T2: 2x4 SPF No.2, T3: 2x4 SPF 1650F 1.5EBOT CHORD 2x6 SPF 1650F 1.5E *Except* B2: 2x4 SPF 2100F 1.8EWEBS 2x3 SPF Stud *Except* W7: 2x6 SPF 1650F 1.5E, W6: 2x3 SPF No.2, W2: 2x4 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 5-7, 4-10MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=989/0-5-8 (min. 0-1-10), 7=965/0-5-8 (min. 0-1-8)Max Horz1=175(LC 5)Max Uplift1=-40(LC 9), 7=-59(LC 9)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-814/88, 2-3=-972/105, 3-4=-1073/118, 4-5=-5128/211, 5-6=-583/37BOT CHORD 2-10=-44/514, 9-10=-220/5144, 8-9=-209/4144, 7-8=-209/4144WEBS 5-9=-124/994, 5-7=-3618/173, 3-10=-14/1077, 4-10=-4685/313NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7.LOAD CASE(S) Standard
JobATrussA2Truss TypeGABLEQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:46:49 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-ofiwNVw?BN41JJa0fgx9F1QGPoBDvB?yRdqeYwz2ipKScale = 1:68.6T1T2T3W7B1W3W4W6W1W5W2ST2ST1ST3ST4ST5989#/-40#965#/-59#2345610 9 8718x8 8x10 3x6 4x8 5x8 4x10 8x14 MT20HS3x6 3x6 0-5-80-5-81-1-80-8-05-6-04-4-810-0-94-6-914-5-14-4-719-0-04-6-15-1-0-01-0-01-1-81-1-85-6-04-4-810-0-94-6-914-5-14-4-719-0-04-6-150-8-68-11-62-1-80-11-41-0-018.00 120.25 12Plate Offsets (X,Y)-- [3:0-2-7,Edge], [4:0-1-8,0-3-12], [5:0-4-0,0-2-0]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.710.770.86DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.58-1.000.19(loc)8-98-97l/defl>386>222n/aL/d240180n/aPLATESMT20MT20HSWeight: 116 lb FT = 20%GRIP197/144148/108LUMBER-TOP CHORD 2x10 SP 2400F 2.0E *Except* T2: 2x4 SPF No.2, T3: 2x4 SPF 1650F 1.5EBOT CHORD 2x6 SPF 1650F 1.5E *Except* B2: 2x4 SPF 2100F 1.8EWEBS 2x3 SPF Stud *Except* W7: 2x6 SPF 1650F 1.5E, W6: 2x3 SPF No.2, W2: 2x4 SPF No.2OTHERS 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 5-7, 4-10MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=989/0-5-8 (min. 0-1-10), 7=965/0-5-8 (min. 0-1-8)Max Horz1=175(LC 5)Max Uplift1=-40(LC 9), 7=-59(LC 9)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-814/88, 2-3=-972/105, 3-4=-1073/118, 4-5=-5128/211, 5-6=-583/37BOT CHORD 2-10=-44/514, 9-10=-220/5144, 8-9=-209/4144, 7-8=-209/4144WEBS 5-9=-124/994, 5-7=-3618/173, 3-10=-14/1077, 4-10=-4685/313NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1.4) Provide adequate drainage to prevent water ponding.5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x3 MT20 unless otherwise indicated.7) Gable studs spaced at 1-4-0 oc.8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.10) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7.Continued on page 2
JobATrussA2Truss TypeGABLEQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:46:49 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-ofiwNVw?BN41JJa0fgx9F1QGPoBDvB?yRdqeYwz2ipKLOAD CASE(S) Standard
JobATrussA3Truss TypeRoof SpecialQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:46:50 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-GrFIarxdyhCuwT8CDOSOoFySbCXSeej5gHZC4Mz2ipJScale: 3/16"=1'0-1-150-1-15W1T1T2 T2T3W1B1W2W1 W1W5W6W4W3W3957#/-47#957#/-63#1234561110 9 872x4 4x4 4x6 4x4 4x6 3x4 3x5 3x5 3x4 3x5 4x8 1-7-151-7-155-6-03-10-19-4-13-10-118-7-49-3-31-7-151-7-155-6-03-10-19-4-13-10-113-10-74-6-518-7-44-8-132-0-57-11-62-0-518.00 12Plate Offsets (X,Y)-- [3:0-1-12,0-2-0], [6:Edge,0-2-8], [10:0-1-8,0-1-8]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.690.770.83DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.22-0.600.06(loc)7-87-87l/defl>984>367n/aL/d240180n/aPLATESMT20Weight: 77 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF Stud *Except* W4: 2x3 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins, except end verticals, and2-0-0 oc purlins (3-3-6 max.): 1-2, 4-6.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 5-7, 4-9MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 11=957/Mechanical, 7=957/MechanicalMax Horz11=-174(LC 4)Max Uplift11=-47(LC 9), 7=-63(LC 9)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-11=-927/42, 1-2=-749/56, 2-3=-1023/120, 3-4=-1023/105, 4-5=-2593/67BOT CHORD 9-10=-100/800, 8-9=-89/2600, 7-8=-180/1926WEBS 1-10=-66/1143, 2-10=-843/103, 5-8=0/716, 5-7=-1978/195, 3-9=-63/1152, 2-9=-334/102, 4-9=-2309/147NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7.8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussA4Truss TypeRoof SpecialQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:46:52 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-CEN3?XzuUISbAnIbKpVstg2rZ?J56aOO7b2I9Fz2ipHScale: 3/16"=1'0-1-150-1-15W1T1T2 T2T3W1B1W2W1 W1W5W1W6W4W3 W3957#/-39#957#/-80#1234 5 61211 10 9 872x4 4x4 4x4 4x6 5x8 2x4 3x4 3x4 2x3 3x4 3x4 4x8 2-9-42-9-45-6-02-8-128-2-122-8-1213-3-125-1-018-7-45-3-82-9-42-9-45-6-02-8-128-2-122-8-1213-3-125-1-018-7-45-3-83-8-57-11-63-8-518.00 12Plate Offsets (X,Y)-- [2:0-1-8,0-1-12], [4:0-4-4,0-2-8], [11:0-1-8,0-1-8]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.460.370.76DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.09-0.160.03(loc)98-97l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 86 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF Stud *Except* W4: 2x3 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except end verticals, and2-0-0 oc purlins (5-0-14 max.): 1-2, 4-6.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 5-7MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 12=957/Mechanical, 7=957/MechanicalMax Horz12=-186(LC 4)Max Uplift12=-39(LC 9), 7=-80(LC 5)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-12=-925/54, 1-2=-620/57, 2-3=-974/119, 3-4=-983/90, 4-5=-1131/72BOT CHORD 10-11=-113/643, 9-10=-108/1291, 8-9=-107/1294, 7-8=-114/1131WEBS 1-11=-53/1018, 2-11=-764/75, 5-8=0/294, 5-7=-1333/110, 3-10=-103/1241, 4-10=-1282/123NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 7.8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussA5Truss TypeRoof SpecialQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:46:52 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-CEN3?XzuUISbAnIbKpVstg2lY?Kv6chO7b2I9Fz2ipHScale: 3/16"=1'0-1-150-1-15W1T1T2 T2T3W1B1W2W1W3W4W1W5W1W6957#/-37#957#/-99#1234 5 61110 9 872x4 4x4 4x4 4x6 6x6 2x4 3x4 3x4 5x8 3x4 3x4 3-10-93-10-97-1-73-2-1312-9-15-7-1118-7-45-10-33-10-93-10-95-6-01-7-77-1-71-7-712-9-15-7-1118-7-45-10-35-4-57-11-65-4-518.00 12Plate Offsets (X,Y)-- [2:0-1-8,0-1-12], [3:0-2-12,0-2-0], [4:0-4-4,Edge], [10:0-1-12,0-1-8]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.850.320.61DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.10-0.190.02(loc)8-98-97l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 93 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF Stud *Except* W4,W5,W6: 2x3 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins, except end verticals, and2-0-0 oc purlins (5-8-12 max.): 1-2, 4-6.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 4-9, 5-7MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 11=957/Mechanical, 7=957/MechanicalMax Horz11=197(LC 5)Max Uplift11=-37(LC 8), 7=-99(LC 5)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-11=-920/51, 1-2=-557/57, 2-3=-849/102, 3-4=-1525/147, 4-5=-821/57BOT CHORD 9-10=-126/571, 8-9=-126/823, 7-8=-119/821WEBS 1-10=-34/938, 2-10=-687/65, 3-9=-175/1773, 4-9=-1467/191, 5-8=0/270, 5-7=-1082/116NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7.8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussA6Truss TypeFlatQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:46:54 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-8dVpQD_80viJP5SzSEXKy576jpuPaTKhbvXPD7z2ipFScale = 1:46.1W1T1W1B1W2W3 W3W21111#/-63#1157#/-51#12347658 9 10 11 12 13 14 1516 17 18 193x4 3x4 3x4 3x4 3x4 3x4 3x4 9-3-109-3-1018-7-49-3-106-3-46-3-412-4-06-0-1218-0-05-8-018-7-40-7-46-4-14Plate Offsets (X,Y)-- [4:Edge,0-2-8]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.740.830.79DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.17-0.430.03(loc)6-76-75l/defl>999>509n/aL/d240180n/aPLATESMT20Weight: 76 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF Stud *Except* W2: 2x3 SPF No.2BRACING-TOP CHORD 2-0-0 oc purlins (5-6-2 max.): 1-4, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 2-7, 3-5MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 7=1111/Mechanical, 5=1157/MechanicalMax Horz7=173(LC 20)Max Uplift7=-63(LC 4), 5=-51(LC 5)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-10=-900/6, 10-11=-900/6, 11-12=-900/6, 3-12=-900/6, 4-5=-293/39BOT CHORD 7-16=-125/848, 16-17=-125/848, 6-17=-125/848, 6-18=-101/832, 18-19=-101/832, 5-19=-101/832WEBS 2-7=-1126/93, 3-5=-1128/92NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) Provide adequate drainage to prevent water ponding.3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers, with BCDL = 10.0psf.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) 7, 5.7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-4=-84, 5-7=-20Continued on page 2
JobATrussA6Truss TypeFlatQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:46:54 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-8dVpQD_80viJP5SzSEXKy576jpuPaTKhbvXPD7z2ipFLOAD CASE(S) StandardConcentrated Loads (lb)Vert: 2=-37 8=-37 9=-37 10=-37 11=-37 12=-37 13=-37 14=-37 15=-58
JobATrussB1Truss TypeRoof SpecialQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:46:55 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-cp3BdZ?mnDqA1E190x2ZUIfQIDMFJ49qqZHzlaz2ipEScale = 1:77.3T1 T1B1W1697#/-20#690#/-24#2346158x10 6x6 6x6 2x4 0-5-80-5-82-5-82-0-06-6-04-0-810-6-84-0-812-6-82-0-013-0-00-5-8-1-0-01-0-02-5-82-5-86-6-04-0-810-6-84-0-813-0-02-5-814-0-01-0-00-8-610-5-60-8-62-3-103-0-018.00 12Plate Offsets (X,Y)-- [3:0-1-8,0-4-0]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MP0.180.210.18DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.06-0.110.27(loc)6-96-95l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 116 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x10 SP 2400F 2.0EBOT CHORD 2x6 SPF 1650F 1.5EWEBS 2x3 SPF StudBRACING-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.JOINTS 1 Brace at Jt(s): 6MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=697/0-5-8 (min. 0-1-8), 5=690/0-5-8 (min. 0-1-8)Max Horz1=203(LC 5)Max Uplift1=-20(LC 9), 5=-24(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-591/140, 2-3=-576/47, 3-4=-582/101, 4-5=-552/75BOT CHORD 2-6=-57/398, 4-6=-57/398WEBS 3-6=-2/299NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.5) Bearing at joint(s) 1, 5 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) 1, 5.LOAD CASE(S) Standard
JobATrussB2Truss TypeGABLEQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:46:55 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-cp3BdZ?mnDqA1E190x2ZUIfQIDMFJ49qqZHzlaz2ipEScale = 1:79.9T1 T1B1W1ST2ST1ST2ST1697#/-20#690#/-24#2346158x10 6x6 6x6 2x4 2x3 3x6 2x3 3x6 2x3 3x6 2x3 3x6 0-5-80-5-82-5-82-0-06-6-04-0-810-6-84-0-812-6-82-0-013-0-00-5-8-1-0-01-0-02-5-82-5-86-6-04-0-810-6-84-0-813-0-02-5-814-0-01-0-00-8-610-5-60-8-62-3-103-0-018.00 12Plate Offsets (X,Y)-- [3:0-1-8,0-4-0]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MP0.180.210.18DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.06-0.110.27(loc)6-176-175l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 125 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x10 SP 2400F 2.0EBOT CHORD 2x6 SPF 1650F 1.5EWEBS 2x3 SPF StudOTHERS 2x3 SPF StudBRACING-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.JOINTS 1 Brace at Jt(s): 6MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=697/0-5-8 (min. 0-1-8), 5=690/0-5-8 (min. 0-1-8)Max Horz1=203(LC 5)Max Uplift1=-20(LC 9), 5=-24(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-591/140, 2-3=-576/47, 3-4=-582/101, 4-5=-552/75BOT CHORD 2-6=-57/398, 4-6=-57/398WEBS 3-6=-2/299NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1.4) Gable studs spaced at 1-4-0 oc.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.7) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5.LOAD CASE(S) Standard
JobATrussB3Truss TypeRoof SpecialQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:46:57 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-ZCAy2F10Iq5uGYBY7M41ajli30_pnp?7Htm3qSz2ipCScale = 1:87.7T1T2T3W8B1B2W3W6W7BL1W1W2W4W5699#/-21#617#/-50#2345610 987111518x8 7x18 MT18HS5x10 3x4 5x8 5x8 3x5 4x8 3x4 4x6 0-5-80-5-82-5-82-0-06-6-04-0-810-6-84-0-811-10-121-4-413-0-01-1-4-1-0-01-0-02-5-82-5-86-6-04-0-810-6-84-0-811-2-100-8-211-10-120-8-213-0-01-1-40-8-62-4-410-5-62-4-41-0-03-0-0-0-7-1218.00 1218.00 12Plate Offsets (X,Y)-- [3:0-2-7,Edge], [4:0-0-8,0-1-8], [5:0-4-0,Edge], [6:0-2-8,0-3-0], [7:0-0-2,0-3-0], [8:0-0-12,0-2-0], [9:0-4-8,0-2-12]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.410.460.86DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.08-0.150.30(loc)99-1015l/defl>999>999n/aL/d240180n/aPLATESMT20MT18HSWeight: 96 lb FT = 20%GRIP197/144197/144LUMBER-TOP CHORD 2x4 SPF No.2 *Except* T1: 2x10 SP 2400F 2.0EBOT CHORD 2x4 SPF No.2 *Except* B1: 2x6 SPF 1650F 1.5EWEBS 2x3 SPF StudOTHERS 2x6 SPF 1650F 1.5EBRACING-TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 5-6.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=699/0-5-8 (min. 0-1-8), 15=617/MechanicalMax Horz1=211(LC 5)Max Uplift1=-21(LC 9), 15=-50(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-593/110, 2-3=-546/75, 3-4=-737/136, 4-5=-2376/199, 5-6=-428/31BOT CHORD 2-10=-62/372, 9-10=-97/1193, 8-9=-63/1081WEBS 4-9=-57/1430, 5-8=-1291/84, 6-8=-39/628, 3-10=-24/454, 4-10=-887/178, 5-9=-85/899, 6-15=-669/55NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.7) Refer to girder(s) for truss to truss connections.8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15.10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussB4Truss TypeRoof SpecialQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:46:58 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-1OkKFa1e38Dluimkh3bG6xHufQL1WHCHWXVdMvz2ipBScale = 1:87.7T1T2T3W6B1B2BL1W4W1W5W2W3699#/-12#617#/-56#2345 69 87101418x8 9x10 MT18HS5x12 3x4 5x8 3x4 5x16 4x6 0-5-80-5-82-5-82-0-06-6-04-0-810-6-84-0-813-0-02-5-8-1-0-01-0-02-5-82-5-86-6-04-0-88-7-122-1-1210-6-81-10-1210-9-70-2-1510-10-110-1-513-0-02-1-50-8-63-10-510-5-63-10-51-0-03-0-00-10-518.00 1218.00 12Plate Offsets (X,Y)-- [3:0-2-7,Edge], [4:0-0-12,0-2-8], [5:0-5-12,Edge], [6:0-4-8,0-3-0]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.360.400.80DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.13-0.230.40(loc)8814l/defl>999>661n/aL/d240180n/aPLATESMT20MT18HSWeight: 99 lb FT = 20%GRIP197/144197/144LUMBER-TOP CHORD 2x4 SPF No.2 *Except* T1: 2x10 SP 2400F 2.0EBOT CHORD 2x4 SPF No.2 *Except* B1: 2x6 SPF 1650F 1.5EWEBS 2x3 SPF Stud *Except* W5: 2x3 SPF No.2OTHERS 2x6 SPF 1650F 1.5EBRACING-TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except end verticals, and2-0-0 oc purlins (3-11-0 max.): 5-6.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=699/0-5-8 (min. 0-1-8), 14=617/MechanicalMax Horz1=204(LC 5)Max Uplift1=-12(LC 9), 14=-56(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-579/86, 2-3=-554/74, 3-4=-692/177, 4-5=-2000/210, 5-6=-1949/181BOT CHORD 2-9=-60/361, 8-9=-42/504WEBS 5-8=-1820/198, 3-9=-73/562, 6-8=-176/1889, 4-9=-349/142, 4-8=-88/1327, 6-14=-629/57NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.7) Refer to girder(s) for truss to truss connections.8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 14.10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussB5Truss TypeRoof SpecialQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:46:59 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-VaIiTw2HqSLcVsLxFn7Vf8q6HqkiFq?QkBFAuLz2ipAScale = 1:87.90-1-15T1T2T3W5B1B2W3BL1W1W2W4696#/0#616#/-65#234587691318x8 4x6 5x10 2x4 5x8 6x6 3x4 4x6 0-5-80-5-82-5-82-0-06-6-04-0-810-6-84-0-813-0-02-5-8-1-0-01-0-02-5-82-5-86-6-04-0-89-8-13-2-113-0-03-3-150-8-65-6-510-5-65-6-51-0-03-0-02-6-518.00 1218.00 12Plate Offsets (X,Y)-- [3:0-2-7,Edge], [4:0-3-0,0-1-12], [5:0-2-8,0-3-0], [7:0-2-8,0-2-4]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.180.240.44DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.06-0.110.19(loc)8-128-1213l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 96 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2 *Except* T1: 2x10 SP 2400F 2.0EBOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudOTHERS 2x6 SPF 1650F 1.5EBRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=696/0-5-8 (min. 0-1-8), 13=616/MechanicalMax Horz1=206(LC 8)Max Uplift13=-65(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-558/64, 2-3=-495/68, 3-4=-683/155, 4-5=-545/60BOT CHORD 2-8=-55/334, 7-8=-93/715WEBS 4-7=-469/113, 3-8=-13/403, 4-8=-486/103, 5-7=-82/738, 5-13=-620/66NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Refer to girder(s) for truss to truss connections.7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13.9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussB6Truss TypeRoof SpecialQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:00 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-zns4gG3vblTT70v7oUekBMNEGE5m_EkZzr_jRnz2ip9Scale = 1:76.40-1-15T1T2T3W3B1W3W4W1W2700#/0#664#/-89#234 58 7 618x8 5x8 2x4 4x4 5x8 2x4 3x4 0-5-80-5-82-5-82-0-06-6-04-0-88-6-122-0-1213-0-04-5-4-1-0-01-0-02-5-82-5-86-6-04-0-88-6-122-0-1213-0-04-5-40-8-610-5-67-2-54-2-53-0-018.00 12Plate Offsets (X,Y)-- [3:0-2-7,Edge], [4:0-4-4,0-2-8]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.350.190.61DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.06-0.100.13(loc)8-118-116l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 95 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2 *Except* T1: 2x10 SP 2400F 2.0EBOT CHORD 2x6 SPF 1650F 1.5EWEBS 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=700/0-5-8 (min. 0-1-8), 6=664/MechanicalMax Horz1=228(LC 5)Max Uplift6=-89(LC 5)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-585/84, 2-3=-535/52, 3-4=-674/180BOT CHORD 2-8=-104/352, 7-8=-97/501, 6-7=-95/501WEBS 4-6=-653/91, 3-8=-74/534, 4-8=-376/52NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Refer to girder(s) for truss to truss connections.7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6.9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussB7Truss TypeRoof SpecialQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:01 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-RzQTuc4XM3bKl9UJMC9zkZvLTeQdjd8jCVkHzDz2ip8Scale = 1:76.40-1-15T1T2T3W2B1W1W2W3700#/0#664#/-120#234 57 616x8 2x4 4x4 5x8 3x4 8x8 0-5-80-5-82-5-82-0-07-5-74-11-1513-0-05-6-9-1-0-01-0-02-5-82-5-86-6-04-0-87-5-70-11-713-0-05-6-90-8-610-5-68-10-55-10-53-0-018.00 12Plate Offsets (X,Y)-- [3:0-2-7,Edge], [4:0-4-4,Edge]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.580.150.79DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.06-0.110.13(loc)7-107-106l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 96 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2 *Except* T1: 2x10 SP 2400F 2.0EBOT CHORD 2x6 SPF 1650F 1.5EWEBS 2x3 SPF Stud *Except* W3: 2x3 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=700/0-5-8 (min. 0-1-8), 6=664/MechanicalMax Horz1=241(LC 5)Max Uplift6=-120(LC 5)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-585/82, 2-3=-495/25, 3-4=-756/188BOT CHORD 2-7=-126/345, 6-7=-127/415WEBS 3-7=-64/641, 4-7=-481/113, 4-6=-561/128NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) The Fabrication Tolerance at joint 4 = 12%5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.7) Refer to girder(s) for truss to truss connections.8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=120.10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussC1Truss TypeRoof SpecialQty5Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:02 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-v9_r5y497NjBMJ3WwvgCHnSYE1lLS5xsR9TqVgz2ip7Scale = 1:69.5T1W3B1W1W2HW1652#/-11#564#/-114#652#/-11#1234653x4 3x6 3x4 2x3 3x4 5-5-75-5-711-0-05-6-9-1-0-01-0-05-5-75-5-711-0-05-6-90-6-149-8-1410-4-910.00 12Plate Offsets (X,Y)-- [2:0-0-9,0-0-11], [2:0-1-3,0-4-3], [2:0-3-0,0-0-11], [5:0-1-12,0-1-8]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.450.250.75DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.03-0.060.01(loc)5-65-62l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 51 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF Stud *Except* W3: 2x4 SPF No.2WEDGELeft: 2x4 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 4-5MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 2=652/0-5-8 (min. 0-1-8), 5=561/MechanicalMax Horz2=283(LC 7)Max Uplift2=-11(LC 8), 5=-114(LC 8)Max Grav2=652(LC 1), 5=564(LC 15)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-610/15BOT CHORD 2-6=-97/400, 5-6=-97/400WEBS 3-5=-503/161NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 5=114.LOAD CASE(S) Standard
JobATrussC2Truss TypeRoof Special GirderQty1Ply2 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:04 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-sY6bWe6Pf_zucdDu1KigMCXxLrQdwyM9uSyxaYz2ip5Scale = 1:73.6T1W3B1W1W22830#/-142#3379#/-291#2830#/-142#12346 510 11 12 13 142x4 4x8 4x4 3x8 4x6 LUS26 LUS26LUS26LUS28LUS282-0-02-0-04-0-02-0-05-6-111-6-116-0-00-5-58-0-02-0-010-0-02-0-011-0-01-0-0-1-0-01-0-05-6-115-6-1111-0-05-5-60-6-149-8-1410-4-910.00 12Plate Offsets (X,Y)-- [2:0-5-1,0-2-0], [3:0-0-8,0-1-12], [5:Edge,0-2-4], [6:0-5-8,0-1-8]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.280.260.95DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.04-0.080.01(loc)5-65-65l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 136 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x8 SP 2400F 2.0EWEBS 2x3 SPF Stud *Except* W3: 2x3 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 4-5REACTIONS.(lb/size) 2=2830/0-5-8 (min. 0-2-4), 5=3379/MechanicalMax Horz2=280(LC 7)Max Uplift2=-142(LC 8), 5=-291(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2903/152BOT CHORD 2-10=-199/2144, 10-11=-199/2144, 6-11=-199/2144, 6-12=-199/2144, 12-13=-199/2144, 13-14=-199/2144, 5-14=-199/2144WEBS 3-6=-146/3153, 3-5=-2850/299NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc.Webs connected as follows: 2x3 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided todistribute only loads noted as (F) or (B), unless otherwise indicated.3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.604) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=142, 5=291.8) Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-0 from the left end to 6-0-0 to connecttruss(es) A3 (1 ply 2x4 SPF), A4 (1 ply 2x4 SPF), A5 (1 ply 2x4 SPF) to back face of bottom chord. 9) Use Simpson Strong-Tie LUS28 (6-10d Girder, 3-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-0-0 from the left end to 10-0-0 to connect truss(es) A6 (1 ply 2x4SPF) to back face of bottom chord. Continued on page 2
JobATrussC2Truss TypeRoof Special GirderQty1Ply2 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:04 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-sY6bWe6Pf_zucdDu1KigMCXxLrQdwyM9uSyxaYz2ip5NOTES-10) Fill all nail holes where hanger is in contact with lumber.LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-4=-84, 5-7=-20Concentrated Loads (lb)Vert: 10=-937(B) 11=-937(B) 12=-937(B) 13=-1091(B) 14=-1092(B)
JobATrussC3Truss TypeRoof Special GirderQty1Ply2 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:05 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-Kkfzj_71QI5lDno4b1EvuP46lFdHfTGJ76iU6?z2ip4Scale = 1:73.6T1W5B1B2B3W1W3W2W42306#/-217#1989#/-348#2306#/-217#123459 87613 14 15162x4 4x4 3x6 4x4 3x4 3x4 5x8 4x4 JUS24 JUS24 LUS26 LUS26LUS261-0-01-0-03-0-02-0-03-7-70-7-75-0-01-4-96-9-121-9-126-11-00-1-49-0-02-1-011-0-02-0-0-1-0-01-0-03-7-73-7-76-11-03-3-911-0-04-1-00-6-149-8-1410-4-97-8-142-0-010.00 12Plate Offsets (X,Y)-- [4:0-2-8,0-1-0], [7:0-4-8,0-2-8], [8:Edge,0-2-8], [9:0-1-8,0-1-8]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.300.870.65DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.04-0.070.03(loc)6-76-76l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 120 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x6 SPF 1650F 1.5E *Except* B2: 2x3 SPF StudWEBS 2x3 SPF StudBRACING-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.REACTIONS.(lb/size) 2=2306/0-5-8 (min. 0-1-13), 6=1989/MechanicalMax Horz2=256(LC 5)Max Uplift2=-217(LC 8), 6=-348(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2439/222, 3-4=-2198/279BOT CHORD 2-13=-282/1804, 13-14=-282/1804, 9-14=-282/1804, 7-8=-109/848, 4-7=-370/2541, 7-16=-287/1661, 6-16=-282/1628WEBS 7-9=-339/2162, 4-6=-2245/415NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc.Webs connected as follows: 2x3 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided todistribute only loads noted as (F) or (B), unless otherwise indicated.3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.604) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=217, 6=348.8) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-0 from the left end to 3-0-0 to connect truss(es) B3 (1 ply2x4 SPF), B4 (1 ply 2x4 SPF) to front face of bottom chord. 9) Use Simpson Strong-Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 2-2-4 oc max. starting at 5-0-0 from the left end to 9-0-0 to connecttruss(es) B5 (1 ply 2x4 SPF), B6 (1 ply 2x6 SPF), B7 (1 ply 2x6 SPF) to front face of bottom chord. Continued on page 2
JobATrussC3Truss TypeRoof Special GirderQty1Ply2 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:05 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-Kkfzj_71QI5lDno4b1EvuP46lFdHfTGJ76iU6?z2ip4NOTES-10) Fill all nail holes where hanger is in contact with lumber.LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-5=-84, 8-10=-20, 6-7=-20Concentrated Loads (lb)Vert: 8=-644(F) 13=-597(F) 14=-597(F) 15=-596(F) 16=-644(F)
JobATrussCT1Truss TypeJack-Open Supported GableQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:06 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-owDMxJ8gBbDcrxNH9ll8RddFtfAjO4gSLmR2eRz2ip3Scale = 1:16.9W1T1W2B1439#/-77# 41#/-159#1235 42x4 2x4 2x4 2x4 -2-0-112-0-111-1-141-1-141-2-142-0-152-8-78.74 12LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.410.030.00DEFL.Vert(LL)Vert(TL)Horz(TL)in0.01-0.01-0.00(loc)114l/defln/rn/rn/aL/d120120n/aPLATESMT20Weight: 8 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 1-1-14 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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 5=439/1-1-14 (min. 0-1-8), 4=-159/1-1-14 (min. 0-1-8)Max Horz5=82(LC 7)Max Uplift5=-77(LC 8), 4=-159(LC 1)Max Grav5=439(LC 1), 4=41(LC 4)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-5=-411/98NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=159.LOAD CASE(S) Standard
JobATrussCT2Truss TypeRoof Special GirderQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:07 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-G7nk8f8IyvLTT4yTjSGN_q9RQ2VZ7XwbaQBbBtz2ip2Scale = 1:16.9T1B1W1341#/-41#25#/-3#11#/-24#125343x8 1-6-41-5-121-7-00-0-12-1-9-101-9-101-7-01-7-00-10-101-11-132-8-78.32 12Plate Offsets (X,Y)-- [2:0-0-14,0-1-4], [5:0-0-0,0-1-4]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-MR0.360.050.00DEFL.Vert(LL)Vert(TL)Horz(TL)in0.000.00-0.01(loc)553l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 7 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 1-7-0 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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 5=341/0-8-13 (min. 0-1-8), 4=-3/Mechanical, 3=-24/MechanicalMax Horz5=56(LC 8)Max Uplift5=-41(LC 8), 4=-3(LC 1), 3=-24(LC 1)Max Grav5=341(LC 1), 4=25(LC 3), 3=11(LC 4)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-5=-308/57NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4, 3.LOAD CASE(S) Standard
JobATrussD1Truss TypeScissorQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:08 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-kJL6M?9wjDTK4EXfGAncW2iY_Skhsqulp4w9jJz2ip1Scale = 1:109.9T1T2B1 B1W4W3W3W1W2W1W2917#/-73# 818#/-69#1234569874x4 3x5 6x8 3x8 3x8 3x5 4x4 4x4 8-0-08-0-016-0-08-0-0-1-0-01-0-04-1-44-1-48-0-03-10-1211-10-123-10-1216-0-04-1-41-2-613-2-614-0-51-2-65-7-1418.00 129.00 12Plate Offsets (X,Y)-- [2:0-2-8,0-1-4], [3:0-2-8,0-1-8], [4:0-1-12,0-2-0], [5:0-2-8,0-1-8], [7:0-1-6,Edge], [8:0-4-0,0-3-12], [9:0-1-6,Edge]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.630.510.66DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.16-0.420.21(loc)7-88-97l/defl>999>455n/aL/d240180n/aPLATESMT20Weight: 85 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF Stud *Except* W2: 2x3 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 9-7-3 oc bracing.WEBS 1 Row at midpt 3-9, 5-7MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 9=917/0-5-8 (min. 0-1-8), 7=818/0-5-8 (min. 0-1-8)Max Horz9=310(LC 5)Max Uplift9=-73(LC 9), 7=-69(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-385/189, 3-4=-998/71, 4-5=-1030/139, 5-6=-331/116, 2-9=-459/200, 6-7=-326/116BOT CHORD 8-9=-352/967, 7-8=-93/785WEBS 4-8=-146/1196, 5-8=-209/261, 3-9=-973/0, 5-7=-1000/149NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.5) Bearing at joint(s) 9, 7 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) 9, 7.LOAD CASE(S) Standard
JobATrussD2Truss TypeScissorQty4Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:09 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-CVvUZLAYUWbBiO5sqtIr3FFjks4xbHHu2kgiFmz2ip0Scale = 1:109.9T1 T1B1 B1W4W3W3W1W2W1W2914#/-74# 914#/-74#123456710984x4 6x8 3x8 3x8 3x4 4x4 3x4 4x4 8-0-08-0-016-0-08-0-0-1-0-01-0-04-1-44-1-48-0-03-10-1211-10-123-10-1216-0-04-1-417-0-01-0-01-2-613-2-614-0-51-2-65-7-1418.00 129.00 12Plate Offsets (X,Y)-- [2:0-3-10,0-0-0], [3:0-2-8,0-1-8], [4:0-1-12,0-2-0], [5:0-2-8,0-1-8], [6:0-3-10,0-0-0], [8:0-1-6,Edge], [9:0-4-0,0-3-12], [10:0-1-6,Edge]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.630.510.65DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.16-0.420.21(loc)8-98-98l/defl>999>455n/aL/d240180n/aPLATESMT20Weight: 87 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF Stud *Except* W2: 2x3 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 5-6-7 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing.WEBS 1 Row at midpt 3-10, 5-8MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 10=914/0-5-8 (min. 0-1-8), 8=914/0-5-8 (min. 0-1-8)Max Horz10=-325(LC 6)Max Uplift10=-74(LC 9), 8=-74(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-387/186, 3-4=-991/40, 4-5=-1046/126, 5-6=-352/165, 2-10=-461/198, 6-8=-429/179BOT CHORD 9-10=-333/997, 8-9=-75/804WEBS 4-9=-126/1224, 5-9=-202/266, 3-10=-967/0, 5-8=-1016/131NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.5) Bearing at joint(s) 10, 8 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, 8.LOAD CASE(S) Standard
JobATrussD3Truss TypeGABLEQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:10 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-giTsnhBAFqj2KYg2Obp4bTntUGQAKkX2GOPFnCz2ip?Scale = 1:109.9T1 T1B1 B1W4W3W3W1W2W1W2ST6ST7ST4ST5ST3ST2ST1ST6ST7ST4ST5ST3ST2ST1914#/-74# 914#/-74#123456710984x4 6x8 3x8 3x12 MT18HS3x8 3x12 MT18HS3x4 4x4 3x4 4x4 3x4 3x4 3x4 3x4 8-0-08-0-016-0-08-0-0-1-0-01-0-04-1-44-1-48-0-03-10-1211-10-123-10-1216-0-04-1-417-0-01-0-01-2-613-2-614-0-51-2-65-7-1418.00 129.00 12Plate Offsets (X,Y)-- [2:0-3-10,0-0-0], [3:0-4-2,0-2-11], [3:0-2-8,0-1-8], [4:0-1-12,0-2-0], [5:0-4-2,0-2-11], [5:0-2-8,0-1-8], [6:0-3-10,0-0-0], [8:0-1-6,Edge], [9:0-4-0,0-3-12], [10:0-1-6,Edge], [11:0-1-5,0-1-4], [14:0-1-5,0-1-4], [24:0-1-5,0-1-4], [27:0-1-5,0-1-4]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.630.510.65DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.16-0.420.21(loc)8-98-98l/defl>999>455n/aL/d240180n/aPLATESMT20MT18HSWeight: 115 lb FT = 20%GRIP197/144197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF Stud *Except* W2: 2x3 SPF No.2OTHERS 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 5-6-7 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing.WEBS 1 Row at midpt 3-10, 5-8MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 10=914/0-5-8 (min. 0-1-8), 8=914/0-5-8 (min. 0-1-8)Max Horz10=-325(LC 6)Max Uplift10=-74(LC 9), 8=-74(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-387/186, 3-4=-991/40, 4-5=-1046/126, 5-6=-352/165, 2-10=-461/198, 6-8=-429/179BOT CHORD 9-10=-333/997, 8-9=-75/804WEBS 4-9=-126/1224, 5-9=-202/266, 3-10=-967/0, 5-8=-1016/131NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1.4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x3 MT20 unless otherwise indicated.6) Gable studs spaced at 1-4-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.9) Bearing at joint(s) 10, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8.LOAD CASE(S) Standard
JobATrussD4Truss TypeRoof SpecialQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:11 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-8u1F_1Bo?8rvxiFEyIKJ8gK1lgl03BXBV29pKez2ip_Scale = 1:109.0T1T2T3W9B1 B2W3W4W5W6W7W8BL1W1W2820#/-61#774#/-75#12345 61098711123x5 4x4 4x4 6x12 3x4 6x8 3x8 3x4 4x8 4x4 4x6 8-0-08-0-014-8-56-8-516-0-01-3-114-1-44-1-48-0-03-10-1211-10-123-10-1214-8-52-9-916-0-01-3-111-2-63-1-1513-2-63-1-151-0-05-7-1418.00 129.00 12Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-1-12,0-2-0], [4:0-1-4,0-1-8], [6:0-4-8,0-3-0], [9:0-4-0,0-3-8], [10:0-1-6,Edge]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.660.530.66DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.18-0.450.20(loc)9-109-1012l/defl>999>424n/aL/d240180n/aPLATESMT20Weight: 88 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF Stud *Except* W2: 2x3 SPF No.2OTHERS 2x6 SPF 1650F 1.5EBRACING-TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 5-6.BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing.WEBS 1 Row at midpt 2-10MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 10=820/0-5-8 (min. 0-1-8), 12=774/MechanicalMax Horz10=275(LC 5)Max Uplift10=-61(LC 9), 12=-75(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-358/132, 2-3=-1003/124, 3-4=-1007/178, 4-5=-797/100, 5-6=-392/19, 1-10=-350/131BOT CHORD 9-10=-326/950, 8-9=-80/783WEBS 3-9=-174/1174, 4-8=-437/110, 5-8=-695/93, 6-8=-10/843, 2-10=-990/43, 6-12=-798/77NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Refer to girder(s) for truss to truss connections.7) 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.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 12.9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussD5Truss TypeRoof SpecialQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:12 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-d4adCNCQmR_mZsqRV0sYhutFj39pojbLkiuMr5z2iozScale = 1:103.7W1T1T2T3T4W10B1B2 B2W5W6W8W9BL1W3W7W4W2408#/0#398#/0#123456111098712131516144x6 6x6 4x4 4x4 4x6 5x8 2x4 4x8 5x8 3x4 5x16 2x3 4x10 4x6 0-5-80-5-84-4-153-11-78-0-03-7-114-1-106-1-1016-0-01-10-60-5-80-5-80-11-20-5-104-4-153-5-138-0-03-7-114-1-106-1-1016-0-01-10-61-7-12-2-1112-10-03-7-913-2-63-11-155-7-1418.00 129.00 12Plate Offsets (X,Y)-- [1:0-3-0,0-2-0], [2:0-2-0,0-2-4], [3:0-3-12,0-2-0], [6:0-1-8,0-2-12], [9:0-4-0,0-2-4], [11:0-1-8,0-2-0], [12:0-3-0,0-2-0], [13:0-8-0,0-0-14]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLPlate Metal DOLLumber DOL Rep Stress IncrCode2-0-00.900.900.90YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.450.300.36DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.07-0.190.18(loc)8-98-916l/defl>999>992n/aL/d240180n/aPLATESMT20Weight: 94 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2 *Except* B1: 2x3 SPF StudWEBS 2x3 SPF Stud *Except* W1: 2x6 SPF 1650F 1.5E, W3: 2x4 DF 2400F 2.0E, W2: 2x3 SPF No.2OTHERS 2x6 SPF 1650F 1.5EBRACING-TOP CHORD 1 Row at midpt 2-4, 4-56-0-0 oc bracing: 11-14BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 3-11MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 14=258/Mechanical, 16=251/MechanicalMax Horz14=-16(LC 6)Max Grav14=408(LC 3), 16=398(LC 3)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 11-12=-328/0, 3-4=-445/0, 4-5=-471/0, 5-6=-285/0BOT CHORD 10-11=0/399, 9-10=0/413, 8-9=0/446WEBS 4-9=0/644, 5-8=-445/0, 6-8=0/560, 3-13=-591/0, 6-16=-404/0NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) Provide adequate drainage to prevent water ponding.3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.5) Refer to girder(s) for truss to truss connections.6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussD6Truss TypeRoof SpecialQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:13 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-5H8?PjD3Xl6dB?Pd3jNnD5PS2TVsXAsUyMevNXz2ioyScale = 1:104.7W1T1T2T3T4W9B1B2 B2W2W3W4W5W6W7W8BL1406#/0#398#/0#1234510987611121415134x6 5x8 4x6 4x4 4x6 5x8 2x4 2x4 3x4 5x8 3x4 4x6 0-5-80-5-81-7-21-1-108-0-06-4-1413-6-155-6-1516-0-02-5-10-5-80-5-81-7-21-1-108-0-06-4-1413-6-155-6-1516-0-02-5-12-7-13-2-1112-10-04-5-913-2-64-9-155-7-1418.00 129.00 12Plate Offsets (X,Y)-- [5:0-1-8,0-2-12], [8:0-4-0,Edge], [12:0-1-8,0-2-12]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLPlate Metal DOLLumber DOL Rep Stress IncrCode2-0-00.900.900.90YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.350.320.36DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.07-0.180.10(loc)8-98-915l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 93 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2 *Except* B1: 2x3 SPF StudWEBS 2x3 SPF Stud *Except* W1: 2x6 SPF 1650F 1.5E, W4: 2x3 SPF No.2OTHERS 2x6 SPF 1650F 1.5EBRACING-TOP CHORD 1 Row at midpt 2-3, 3-46-0-0 oc bracing: 10-1310-0-0 oc bracing: 1-12BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 13=256/Mechanical, 15=251/MechanicalMax Horz13=-16(LC 6)Max Grav13=406(LC 3), 15=398(LC 3)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-11=-562/0, 1-2=-262/0, 2-3=-477/0, 3-4=-470/0, 4-5=-290/0BOT CHORD 8-9=0/421, 7-8=0/446WEBS 1-9=0/592, 2-9=-420/0, 3-8=0/642, 4-7=-431/0, 5-7=0/496, 5-15=-402/0NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) Provide adequate drainage to prevent water ponding.3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.5) Refer to girder(s) for truss to truss connections.6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussD7Truss TypeRoof SpecialQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:14 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-ZTiNc3EhI3EUo9_pdQu0mJyfTtqvGd6dB0NTvzz2ioxScale = 1:103.7W1T1T2T3T4W9B1B2 B2W2W3W4W5W6W7W8BL1406#/0#398#/0#1234510987611121415134x6 3x4 5x8 4x6 4x4 4x6 5x8 2x4 2x4 3x4 5x8 3x4 4x6 4x6 0-5-80-5-82-3-21-9-108-0-05-8-1413-0-55-0-516-0-02-11-110-5-80-5-82-3-21-9-108-0-05-8-1413-0-55-0-516-0-02-11-113-7-14-2-1112-10-05-3-913-2-65-7-155-7-1418.00 129.00 12Plate Offsets (X,Y)-- [4:0-2-8,0-1-12], [5:0-1-8,0-2-12], [8:0-4-0,0-2-4], [12:0-1-8,0-2-12]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLPlate Metal DOLLumber DOL Rep Stress IncrCode2-0-00.900.900.90YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.240.260.36DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.05-0.150.10(loc)8-98-915l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 97 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2 *Except* B1: 2x3 SPF StudWEBS 2x3 SPF Stud *Except* W1: 2x6 SPF 1650F 1.5EOTHERS 2x6 SPF 1650F 1.5EBRACING-TOP CHORD 1 Row at midpt 2-3, 3-46-0-0 oc bracing: 10-1310-0-0 oc bracing: 1-12BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 13=256/Mechanical, 15=251/MechanicalMax Horz13=-16(LC 6)Max Grav13=406(LC 3), 15=398(LC 3)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-11=-460/0, 1-2=-278/0, 2-3=-468/0, 3-4=-462/0, 4-5=-294/0BOT CHORD 8-9=0/431, 7-8=0/443WEBS 1-9=0/513, 2-9=-421/0, 3-8=0/642, 4-7=-415/0, 5-7=0/466, 5-15=-401/0NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) Provide adequate drainage to prevent water ponding.3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.5) Refer to girder(s) for truss to truss connections.6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussD8Truss TypeRoof SpecialQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:15 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-1fGlqOFJ3MMLQJZ?B8PFIWUrXHBq?4MnQg70SPz2iowScale = 1:103.7W1T1T2T3T4W9B1B2 B2W2W3W4W5W6W7W8BL1406#/0#398#/0#1234510987611121415134x6 4x6 5x8 4x6 4x4 4x6 5x8 2x4 2x4 3x4 5x8 3x4 4x6 4x6 0-5-80-5-82-11-152-6-78-0-05-0-112-5-104-5-1016-0-03-6-60-5-80-5-82-11-152-6-78-0-05-0-112-5-104-5-1016-0-03-6-64-8-45-3-1412-10-06-1-913-2-66-5-155-7-1418.00 129.00 12Plate Offsets (X,Y)-- [2:0-2-4,0-1-12], [5:0-1-8,0-2-12], [8:0-4-0,0-2-4], [12:0-1-8,0-2-12]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLPlate Metal DOLLumber DOL Rep Stress IncrCode2-0-00.900.900.90YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.160.220.36DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.04-0.110.10(loc)8-98-915l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 102 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2 *Except* B1: 2x3 SPF StudWEBS 2x3 SPF Stud *Except* W1: 2x6 SPF 1650F 1.5EOTHERS 2x6 SPF 1650F 1.5EBRACING-TOP CHORD 1 Row at midpt 2-3, 3-46-0-0 oc bracing: 10-1310-0-0 oc bracing: 1-12BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 13=256/Mechanical, 15=251/MechanicalMax Horz13=-16(LC 6)Max Grav13=406(LC 3), 15=398(LC 3)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-11=-409/0, 1-2=-287/0, 2-3=-458/0, 3-4=-448/0, 4-5=-296/0BOT CHORD 8-9=0/431, 7-8=0/435WEBS 1-9=0/470, 2-9=-406/0, 3-8=0/641, 4-7=-397/0, 5-7=0/445, 5-15=-400/0NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) Provide adequate drainage to prevent water ponding.3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.5) Refer to girder(s) for truss to truss connections.6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussE1Truss TypeRoof SpecialQty7Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:16 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-Vsq81kFxqgUB2T8CkrwUrk1sohQVkWRwfKsa_sz2iovScale = 1:47.4T1T2W3B1W1W2HW1603#/-39#510#/-76#603#/-39#1234655x5 2x4 4x8 2x3 3x4 7-7-117-7-1110-0-02-4-5-1-0-01-0-07-7-117-7-1110-0-02-4-50-7-74-5-46-4-146-7-66.00 1210.00 12Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-0-0,0-4-10], [3:0-2-0,0-2-12]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.830.640.43DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.13-0.270.05(loc)6-96-92l/defl>887>441n/aL/d240180n/aPLATESMT20Weight: 38 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudWEDGELeft: 2x4 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 2=603/0-5-8 (min. 0-1-8), 5=510/MechanicalMax Horz2=186(LC 7)Max Uplift2=-39(LC 8), 5=-76(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-483/17BOT CHORD 2-6=-40/315, 5-6=-42/308WEBS 3-6=0/292, 3-5=-647/123NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5.LOAD CASE(S) Standard
JobATrussE2Truss TypeRoof Special Supported GableQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:17 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-z2OWF4GZb_c2gdjOIZRjOxa8c4wwT264t_c7WIz2iouScale: 1/4"=1'T1T2W1B1ST6ST5ST4ST3ST2ST1HW11234567891017 16 15 14 13 12 113x6 2x4 2x4 3x4 3x6 10-0-010-0-0-1-0-01-0-07-7-117-7-1110-0-02-4-50-7-74-5-46-4-146-7-66.00 1210.00 12Plate Offsets (X,Y)-- [2:0-2-0,0-3-2]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.380.050.08DEFL.Vert(LL)Vert(TL)Horz(TL)in0.000.00-0.00(loc)1111l/defln/rn/rn/aL/d120120n/aPLATESMT20Weight: 45 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudOTHERS 2x3 SPF StudWEDGELeft: 2x4 SPF No.2BRACING-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.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 10-0-0.(lb) - Max Horz2=185(LC 5)Max Uplift All uplift 100 lb or less at joint(s) 11, 2, 12, 13, 14, 15, 16, 17Max Grav All reactions 250 lb or less at joint(s) 11, 2, 12, 13, 14, 15, 16, 17FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) 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) All plates are 2x3 MT20 unless otherwise indicated.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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2, 12, 13, 14, 15, 16, 17.9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.LOAD CASE(S) Standard
JobATrussE3Truss TypeRoof Special GirderQty1Ply2 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:18 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-REyuSQHBMHkvHnHasGyyw96MFUEeCSgD6eLg2kz2iotScale = 1:50.4T1T2W5B1W1W2W3W41072#/0#1007#/0#1072#/0#123458 7612 13 144x4 2x4 4x4 3x4 2x4 3x4 4x4 LUS24LUS24LUS24LUS242-0-02-0-03-11-131-11-137-7-113-7-1410-0-02-4-5-1-0-01-0-03-11-133-11-137-7-113-7-1410-0-02-4-50-7-74-5-46-4-146-7-66.00 1210.00 12LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.190.150.32DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.01-0.040.01(loc)7-87-86l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 97 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x6 SPF 1650F 1.5EWEBS 2x3 SPF StudBRACING-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.REACTIONS.(lb/size) 2=1072/0-5-8 (min. 0-1-8), 6=988/MechanicalMax Horz2=184(LC 7)Max Grav2=1072(LC 1), 6=1007(LC 3)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1470/0, 3-4=-642/0BOT CHORD 2-12=0/1302, 8-12=0/1302, 8-13=0/1302, 7-13=0/1302, 7-14=0/517, 6-14=0/517WEBS 3-8=0/809, 3-7=-892/0, 4-7=0/1149, 4-6=-1058/0NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.Webs connected as follows: 2x3 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided todistribute only loads noted as (F) or (B), unless otherwise indicated.3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.604) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Refer to girder(s) for truss to truss connections.7) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-0 from the left end to 8-0-0 to connecttruss(es) D5 (1 ply 2x4 SPF), D6 (1 ply 2x4 SPF), D7 (1 ply 2x4 SPF), D8 (1 ply 2x4 SPF) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber.LOAD CASE(S) StandardContinued on page 2
JobATrussE3Truss TypeRoof Special GirderQty1Ply2 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:18 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-REyuSQHBMHkvHnHasGyyw96MFUEeCSgD6eLg2kz2iotLOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-4=-84, 4-5=-84, 6-9=-20Concentrated Loads (lb)Vert: 8=-236(B) 12=-238(B) 13=-236(B) 14=-236(B)
JobATrussF1Truss TypeFloorQty3Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:19 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-vQWGgmIp7bsmvwsnP_UBTMfLquNpxlqMLI5EbBz2iosScale = 1:32.7B1BL1W5T1T4W4W4W4W4W3W2T2B2T3W3W7O11721#/0#1556#/0#1 2 3 4 5 6 7 8 9 10 11 12 132120 19 181716 15 142223243x12 MT18HS FP3x12 MT18HS WB1.5x3 4x10 1.5x3 1.5x3 3x12 MT18HS FP3x4 7x8 5x16 1.5x3 4x10 4x10 3x8 6x6 1.5x5 4x10 6x8 3x5 6x12 7x14 MT18HS5x8 6x8 19-6-1419-6-1424-0-84-5-1024-4-80-4-01-9-142-5-41-8-100-1-80-4-01-6-01-3-01-6-0Plate Offsets (X,Y)-- [5:0-3-0,Edge], [11:0-1-8,Edge], [13:0-1-8,Edge], [15:0-1-8,Edge], [20:0-5-0,Edge], [21:Edge,0-1-8]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.910.980.84DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.35-1.150.02(loc)17-1817-1813l/defl>812>249n/aL/d480240n/aPLATESMT20MT18HSWeight: 114 lb FT = 20%F, 11%EGRIP197/144197/144LUMBER-TOP CHORD 2x4 SPF 2100F 1.8E(flat) *Except* T4,T2: 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* B2: 2x4 DF 2400F 2.0E(flat)WEBS 2x4 SPF Stud(flat) *Except* W3,W7: 2x4 SPF No.2(flat)OTHERS 2x4 SPF Stud(flat)BRACING-TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS.(lb/size) 21=1721/0-5-8 (min. 0-1-8), 13=1556/0-3-8 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-4929/0, 3-23=-4931/0, 4-23=-4933/0, 4-5=-8765/0, 5-6=-8765/0, 6-24=-7591/0, 7-24=-7585/0, 7-8=-7584/0, 8-9=-7584/0, 9-10=-4339/0, 10-11=-4339/0, 11-12=-1989/0, 12-13=-1993/0BOT CHORD 20-21=0/2330, 19-20=0/7348, 18-19=0/7348, 17-18=0/8832, 16-17=0/6156, 15-16=0/1989WEBS 9-16=-2074/0, 9-17=0/1629, 6-17=-1409/0, 5-18=-673/0, 4-18=0/1601, 4-20=-2732/0, 2-20=0/2966, 2-21=-2849/0, 11-15=-1396/0, 11-16=0/2666, 13-15=0/2442NOTES-1) All plates are MT20 plates unless otherwise indicated. 2) The Fabrication Tolerance at joint 19 = 11%3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.5) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 14-21=-8, 1-23=-88, 23-24=-238, 13-24=-88
JobATrussF2Truss TypeFloorQty3Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:20 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-Od3et6ISuv_dX4Rzzh?Q?aCYMIjmgCFWZyqn7dz2iorScale = 1:32.7B1BL1W5T1T3W2W4B2T21139#/0#1144#/0#1 2 3 4 5 6 7 8 9 10 11 12 132120 19 181716 15 14223x12 MT18HS FP1.5x3 4x6 1.5x3 1.5x3 3x6 FP3x4 6x6 4x12 1.5x3 3x5 3x6 1.5x3 3x4 1.5x3 3x6 3x5 1.5x3 4x12 4x10 4x8 6x6 19-6-1419-6-1424-0-84-5-1024-4-80-4-01-9-142-5-41-8-100-1-80-4-01-6-01-3-01-6-0Plate Offsets (X,Y)-- [11:0-1-8,Edge], [13:0-1-8,Edge], [15:0-1-8,Edge]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.790.940.89DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.50-0.89-0.00(loc)17-1817-1813l/defl>578>322n/aL/d480240n/aPLATESMT20MT18HSWeight: 98 lb FT = 20%F, 11%EGRIP197/144197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF 1650F 1.5E(flat)WEBS 2x4 SPF Stud(flat)BRACING-TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-18.REACTIONS.(lb/size) 21=1139/0-5-8 (min. 0-1-8), 13=1144/0-3-8 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-3048/0, 3-4=-3048/0, 4-5=-4777/0, 5-6=-4777/0, 6-7=-4772/0, 7-8=-4772/0, 8-9=-4772/0, 9-10=-3024/0, 10-11=-3024/0, 11-12=-1440/0, 12-13=-1443/0BOT CHORD 20-21=0/1508, 19-20=0/4114, 18-19=0/4114, 17-18=0/4976, 16-17=0/4097, 15-16=0/1440WEBS 9-16=-1224/0, 9-17=0/771, 4-18=0/757, 4-20=-1217/0, 2-20=0/1757, 2-21=-1842/0, 11-16=0/1798, 11-15=-1007/0, 13-15=0/1767NOTES-1) All plates are MT20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.4) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussF3Truss TypeFloorQty4Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:21 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-spd14SJ4fC6U8E09XPWfYnkpWi3bPi8focaLf3z2ioqScale = 1:26.0B1BL1BL1T1W2930#/0#930#/0#1 2 3 4 5 6 7 8 9141312111015161.5x3 3x6 1.5x3 1.5x3 3x6 1.5x3 4x6 4x8 1.5x3 3x4 1.5x3 3x5 3x4 1.5x3 4x10 4x8 19-9-219-9-21-9-142-5-40-1-80-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.450.900.66DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.24-0.430.08(loc)1211-1210l/defl>973>549n/aL/d480240n/aPLATESMT20Weight: 79 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 14=930/0-5-8 (min. 0-1-8), 10=930/0-2-10 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2376/0, 3-4=-2376/0, 4-5=-3350/0, 5-6=-3350/0, 6-7=-2589/0, 7-8=-2589/0BOT CHORD 13-14=0/1213, 12-13=0/3063, 11-12=0/3172, 10-11=0/1541WEBS 8-10=-1745/0, 8-11=0/1196, 6-11=-665/0, 4-12=0/327, 4-13=-784/0, 2-13=0/1327, 2-14=-1482/0NOTES-1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10.2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussF4Truss TypeFloorQty2Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:22 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-K?BPIoKiQWELmObM561u5?HvZ5TG86bp1GJuCWz2iopScale = 1:41.3B1BL1BL1T1W3 W4B2T2456#/-34#778#/0#1941#/0#1 2 3 4 5 6 7 8 9 10 11 12 13 14 1524 23 22 21 20 19 18 17 1625263x6 FP3x6 3x6 FP4x8 3x4 3x6 3x4 4x10 3x6 3x6 3x8 3x4 3x6 3x4 4x10 4x10 3x6 12-3-1212-3-1231-9-219-5-62-5-41-11-41-7-100-1-80-1-81-6-01-6-0Plate Offsets (X,Y)-- [6:0-3-0,Edge]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.750.680.84DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.16-0.280.03(loc)17-1817-1816l/defl>999>818n/aL/d480240n/aPLATESMT20Weight: 127 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 24=316/0-5-8 (min. 0-1-8), 16=755/0-2-10 (min. 0-1-8), 21=1941/0-3-8 (min. 0-1-8)Max Uplift24=-34(LC 4)Max Grav24=456(LC 3), 16=778(LC 4), 21=1941(LC 1)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-848/394, 3-4=-848/394, 4-5=0/1402, 5-6=0/1402, 6-7=0/2293, 7-8=-707/84, 8-9=-707/84, 9-10=-707/84, 10-11=-2236/0, 11-12=-2236/0, 12-13=-2029/0, 13-14=-2029/0BOT CHORD 23-24=-136/660, 22-23=-840/569, 21-22=-2293/0, 20-21=-1016/0, 19-20=-1016/0, 18-19=0/1671, 17-18=0/2335, 16-17=0/1257WEBS 6-21=-913/0, 2-24=-745/156, 2-23=-294/214, 4-23=0/608, 4-22=-1077/0, 6-22=0/1370, 14-16=-1423/0, 14-17=0/880, 12-17=-349/0, 10-18=0/692, 10-19=-1146/0, 7-19=0/1688, 7-21=-1621/0NOTES-1) Unbalanced floor live loads have been considered for this design.2) All plates are 1.5x3 MT20 unless otherwise indicated.3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 16.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.6) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussF5Truss TypeFloorQty7Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:23 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-oClnV8LKBqMCOYAYepY7dCq4QVpEtb1yGw3Rkyz2iooScale = 1:44.0B1BL1BL1T1W3 W5W4W6B2T2402#/-128#2271#/0#998#/0#1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1626 25 24 23 22 21 20 19 18 172728293x6 FP3x6 3x6 FP4x8 3x4 3x8 3x5 4x10 4x4 3x5 3x6 3x4 4x8 3x8 5x12 5x12 4x6 4x4 3x6 12-3-1212-3-1231-6-219-2-633-9-102-3-82-5-41-11-41-7-101-11-00-1-80-1-81-6-01-6-0Plate Offsets (X,Y)-- [6:0-3-0,Edge], [15:0-1-8,Edge], [18:0-1-8,Edge]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.740.700.76DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.22-0.470.04(loc)19-2019-2017l/defl>999>544n/aL/d480240n/aPLATESMT20Weight: 135 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat) *Except* T1: 2x4 SPF 1650F 1.5E(flat)BOT CHORD 2x4 SPF No.2(flat) *Except* B2: 2x4 SPF 1650F 1.5E(flat)WEBS 2x4 SPF Stud(flat) *Except* W5: 2x4 SPF No.2(flat)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.REACTIONS.(lb/size) 26=224/0-5-8 (min. 0-1-8), 23=2271/0-3-8 (min. 0-1-8), 17=978/0-2-10 (min. 0-1-8)Max Uplift26=-128(LC 4)Max Grav26=402(LC 3), 23=2271(LC 1), 17=998(LC 4)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-649/738, 3-4=-649/738, 4-5=0/2086, 5-6=0/2086, 6-7=0/3103, 7-8=-629/64, 8-29=-629/64, 9-29=-629/64, 9-10=-2917/0, 10-11=-2917/0, 11-12=-2917/0, 12-13=-3175/0, 13-14=-3175/0, 14-15=-1400/0BOT CHORD 25-26=-310/560, 24-25=-1354/272, 23-24=-3103/0, 22-23=-1525/0, 21-22=-1525/0, 20-21=0/2011, 19-20=0/3284, 18-19=0/2524, 17-18=0/1400WEBS 6-23=-1007/0, 2-26=-630/353, 2-25=-488/103, 4-25=0/798, 4-24=-1268/0, 6-24=0/1535, 14-18=-1282/0, 14-19=0/743, 13-19=-258/0, 12-20=-458/0, 11-20=-258/0, 9-20=0/1075, 9-21=-1616/0, 7-21=0/2186, 7-23=-2003/0, 15-18=0/650, 15-17=-1668/0NOTES-1) Unbalanced floor live loads have been considered for this design.2) All plates are 1.5x3 MT20 unless otherwise indicated.3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 17.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 26=128.5) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.7) CAUTION, Do not erect truss backwards.LOAD CASE(S) StandardContinued on page 2
JobATrussF5Truss TypeFloorQty7Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:24 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-oClnV8LKBqMCOYAYepY7dCq4QVpEtb1yGw3Rkxz2iooLOAD CASE(S) Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 17-26=-8, 1-29=-88, 16-29=-1042) Dead: Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 17-26=-8, 1-29=-88, 16-29=-1043) 1st Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 17-26=-8, 1-6=-88, 6-29=-24, 16-29=-404) 2nd Dead + Floor Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 17-26=-8, 1-6=-24, 6-29=-88, 16-29=-1045) 3rd unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 17-26=-8, 1-6=-88, 6-29=-24, 16-29=-406) 4th unbalanced Dead: Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 17-26=-8, 1-6=-24, 6-29=-88, 16-29=-104
JobATrussF6Truss TypeFloorQty4Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:24 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-GOJ9jTMyy7U3?ilkCX3MAQMEIv9Vc2z6Uao?GOz2ionScale = 1:30.8B1BL1BL1T1W2W4B2T21265#/0#1172#/0#1 2 3 4 5 6 7 8 9 10 11 1220 1918 17 161514 132122233x12 MT18HS FP1.5x3 SP4x6 3x6 FP5x5 5x5 4x8 4x8 3x4 3x5 3x4 4x10 4x8 5x5 4x4 4x6 21-6-1421-6-1423-9-102-2-121-3-22-5-41-11-00-1-80-1-81-6-01-6-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [11:0-1-8,Edge], [13:Edge,0-1-8], [14:0-1-8,Edge], [19:0-1-8,Edge]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.800.700.71DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.43-0.830.13(loc)1615-1613l/defl>664>341n/aL/d480240n/aPLATESMT20MT18HSWeight: 96 lb FT = 20%F, 11%EGRIP197/144197/144LUMBER-TOP CHORD 2x4 SPF 1650F 1.5E(flat) *Except* T2: 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF 2100F 1.8E(flat)WEBS 2x4 SPF Stud(flat)BRACING-TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS.(lb/size) 20=1265/0-5-8 (min. 0-1-8), 13=1172/0-2-10 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1293/0, 3-4=-4307/0, 4-5=-4307/0, 5-6=-5285/0, 6-23=-5285/0, 7-23=-5285/0, 7-8=-4354/0, 8-9=-4354/0, 9-10=-4354/0, 10-11=-1685/0BOT CHORD 19-20=0/1293, 18-19=0/3042, 17-18=0/5038, 16-17=0/5038, 15-16=0/5021, 14-15=0/3221, 13-14=0/1685WEBS 11-14=0/877, 10-14=-1753/0, 10-15=0/1293, 7-15=-762/0, 7-16=0/300, 5-16=0/281, 5-18=-834/0, 4-18=-254/0, 3-18=0/1444, 3-19=-1996/0, 2-19=0/996, 2-20=-1781/0, 11-13=-2009/0NOTES-1) All plates are MT20 plates unless otherwise indicated. 2) All plates are 1.5x3 MT20 unless otherwise indicated.3) The Fabrication Tolerance at joint 17 = 11%4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13.5) Load case(s) 1, 2 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 13-20=-8, 1-23=-104, 12-23=-882) Dead: Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 13-20=-8, 1-23=-104, 12-23=-88
JobATrussF7Truss TypeFloorQty5Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:25 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-katXwpMaiRcwdrKwmEabidvV4JXiLccFjEYYoqz2iomScale = 1:18.4B1BL1BL1T1W2W4W4W4W3W5654#/0#654#/0#1 2 34 567 814 1312 1110 915161.5x3 3x6 1.5x3 1.5x3 3x6 1.5x3 1.5x3 1.5x3 1-3-01-3-05-6-144-3-146-9-121-2-1414-0-07-2-40-11-41-9-22-5-41-1-61-10-80-1-80-1-81-6-01-6-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [7:0-1-8,Edge], [10:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.410.570.31DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.12-0.220.03(loc)10-1110-119l/defl>999>743n/aL/d480240n/aPLATESMT20Weight: 59 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 14=654/0-5-8 (min. 0-1-8), 9=654/0-5-8 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-509/0, 3-4=-1638/0, 4-5=-1638/0, 5-6=-1638/0, 6-7=-883/0BOT CHORD 13-14=0/509, 12-13=0/1129, 11-12=0/1638, 10-11=0/1487, 9-10=0/883WEBS 2-14=-802/0, 3-12=0/618, 6-11=-13/330, 6-10=-690/0, 7-10=0/375, 3-13=-776/0, 2-13=0/486, 7-9=-1057/0NOTES-1) Unbalanced floor live loads have been considered for this design.2) All plates are 3x4 MT20 unless otherwise indicated.3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussF8Truss TypeFloor Supported GableQty2Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:26 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-CnRv89NCTkknF?v7Ky6qFrSk2j_Z470OytH6LHz2iolScale = 1:18.0B1BL1BL1T1ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST11 2 3 4 5 6 7 8 9 10 11 1224 23 22 21 20 19 18 17 16 15 14 1325263x4 3x4 14-0-014-0-00-1-80-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.020.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 13l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 51 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.All bearings 14-0-0.(lb) - Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussF9Truss TypeFloor Supported GableQty1Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:27 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-gz_ILVOrE2ses9UJtfd3n2_vp6KrpaGYBX1ftjz2iokScale = 1:15.2B1BL1W1T1ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST11 2 3 4 5 6 7 8 9 1020 19 18 17 16 15 14 13 12 11213x4 12-0-012-0-00-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.010.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 11l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 43 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.All bearings 12-0-0.(lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.6) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussF10Truss TypeFloor Supported GableQty1Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:28 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-99YgYrPT?M?VUJ2VRN8IKGX4ZWg5Y1WhPBmCP9z2iojScale = 1:14.6B1BL1W1T1ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST11 2 3 4 5 6 7 8 9 1020 19 18 17 16 15 14 13 12 11213x4 11-6-811-6-80-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.010.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 11l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 42 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.All bearings 11-6-8.(lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.6) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussF11Truss TypeFloor Supported GableQty1Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:29 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-dM62mBP5mf7L6Tdi?4fXtT4FIw0KHUmrerWmxcz2ioiScale = 1:14.4B1BL1W1T1ST1 ST1 ST1 ST1 ST1 ST1 ST11 2 3 4 5 6 7 8 918 17 16 15 14 13 12 11 10193x4 10-0-010-0-00-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.010.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 10l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 37 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.All bearings 10-0-0.(lb) - Max Grav All reactions 250 lb or less at joint(s) 18, 10, 17, 16, 15, 14, 13, 12, 11FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.6) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussF12Truss TypeFloorQty3Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:29 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-dM62mBP5mf7L6Tdi?4fXtT44UwqxHMGrerWmxcz2ioiScale = 1:21.7BL1BL1B1T1W5W3W21021#/0#827#/0#1 2 3 4 5 6 7 8 915 1413 1211101617181.5x3 1.5x3 1.5x3 1.5x3 3x5 3x8 3x4 1.5x3 1.5x3 3x4 1.5x3 4x8 3x8 3x6 3x4 3x4 3x6 1-3-01-3-05-6-144-3-146-9-121-2-1416-6-09-8-40-11-41-9-22-5-41-1-61-11-40-1-80-1-81-6-01-6-0Plate Offsets (X,Y)-- [12:0-1-8,Edge], [13:0-1-8,Edge]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.830.810.52DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.24-0.440.05(loc)11-1211-1210l/defl>798>441n/aL/d480240n/aPLATESMT20Weight: 68 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF 1650F 1.5E(flat)BOT CHORD 2x4 SPF 1650F 1.5E(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 10=1021/0-5-8 (min. 0-1-8), 15=827/0-5-8 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-643/0, 3-4=-2403/0, 4-5=-2403/0, 5-6=-2403/0, 6-7=-2384/0, 7-18=-2384/0, 8-18=-2384/0BOT CHORD 14-15=0/643, 13-14=0/1490, 12-13=0/2403, 11-12=0/2635, 10-11=0/1464WEBS 3-13=0/1050, 4-13=-365/0, 6-12=-423/56, 6-11=-286/0, 7-11=-308/0, 8-11=0/1050, 8-10=-1758/0, 3-14=-1062/0, 2-14=0/628, 2-15=-1013/0NOTES-1) Unbalanced floor live loads have been considered for this design.2) Magnitude of user added load(s) on this truss have been applied uniformly across all gravity load cases with no adjustments.3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 10-15=-8, 1-9=-88Concentrated Loads (lb)Vert: 18=-300
JobATrussF13Truss TypeFloorQty6Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:30 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-5YgQzXQjXzFCjdCuZoAmPhcNrKBH0rb_tVFJU2z2iohScale = 1:22.6B1BL1BL1T1W2W4808#/0#808#/0#1 2 3 4 5 6 7 8 915 14131211 1016171.5x3 3x6 1.5x3 1.5x3 4x6 1.5x3 3x6 1.5x3 3x5 4x4 3x4 3x4 1.5x3 3x6 3x5 4x4 3x4 6-2-46-2-417-2-1011-0-60-10-82-5-40-8-100-1-80-1-81-6-01-6-0Plate Offsets (X,Y)-- [10:Edge,0-1-8], [11:0-1-8,Edge], [14:0-1-8,Edge]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.280.740.39DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.14-0.270.06(loc)12-1312-1310l/defl>999>749n/aL/d480240n/aPLATESMT20Weight: 72 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 15=808/0-5-8 (min. 0-1-8), 10=808/0-2-10 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-625/0, 3-4=-2344/0, 4-5=-2344/0, 5-6=-2316/0, 6-7=-2316/0, 7-8=-544/0BOT CHORD 14-15=0/625, 13-14=0/1689, 12-13=0/2531, 11-12=0/1634, 10-11=0/544WEBS 3-13=0/748, 3-14=-1214/0, 2-14=0/621, 2-15=-1021/0, 7-12=0/779, 7-11=-1244/0, 8-11=0/638, 8-10=-989/0NOTES-1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10.2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussF15Truss TypeFloorQty8Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:31 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-ZkEoBtRLIHN3Lmn46Vh?yu9YdkaslI_859?s0Uz2iogScale = 1:18.6B1BL1BL1T1W3663#/0#663#/0#123456 711109812131.5x3 3x6 1.5x3 1.5x3 3x6 1.5x3 3x6 1.5x3 3x4 3x4 1.5x3 3x8 3x6 5-2-45-2-414-2-28-11-142-5-41-2-140-1-80-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.280.520.44DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.07-0.140.03(loc)9-109-108l/defl>999>999n/aL/d480240n/aPLATESMT20Weight: 58 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 11=663/0-5-8 (min. 0-1-8), 8=663/0-2-10 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1606/0, 3-4=-1606/0, 4-5=-1396/0, 5-6=-1396/0BOT CHORD 10-11=0/1044, 9-10=0/1702, 8-9=0/617WEBS 2-10=0/642, 2-11=-1180/0, 4-9=-349/0, 6-9=0/889, 6-8=-874/0NOTES-1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8.2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussF16Truss TypeFloor Supported GableQty1Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:32 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-1xoBOCSz3aVwzwMHgCDEU6imX720UrVHKpkQYwz2iofScale = 1:18.3B1BL1BL1T1ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST11 2 3 4 5 6 7 8 9 10 11 1224 23 22 21 20 19 18 17 16 15 14 1325263x4 3x4 14-2-214-2-20-1-80-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.010.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 13l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 52 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.All bearings 14-2-2.(lb) - Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussF17Truss TypeFloorQty4Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:33 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-V7MZcYTcqudna4xTEwkT1JEveXHEDCTQZTUz4Nz2ioeScale: 3/4"=1'B1BL1BL1T1W2W4571#/0#571#/0#1234561098711123x4 1.5x3 3x6 1.5x3 1.5x3 3x5 3x8 1.5x3 3x4 1.5x3 3x5 3x4 10-0-610-0-612-3-22-2-122-3-62-5-41-11-00-1-80-1-81-6-01-6-0Plate Offsets (X,Y)-- [6:0-1-8,Edge]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.240.400.44DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.04-0.100.02(loc)8-99-107l/defl>999>999n/aL/d480240n/aPLATESMT20Weight: 51 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 7=571/0-2-10 (min. 0-1-8), 10=571/0-5-8 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 7-12=-567/0, 6-12=-567/0, 2-3=-1258/0, 3-4=-1258/0, 4-5=-765/0, 5-6=-765/0BOT CHORD 9-10=0/832, 8-9=0/1213WEBS 4-8=-511/0, 2-9=0/486, 2-10=-954/0, 6-8=0/891NOTES-1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7.2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussF18Truss TypeFloor Supported GableQty1Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:34 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-zJwxpuTEbCleCEWfodFjaXn6nxjQylzao7DXdpz2iodScale = 1:15.8B1BL1BL1T1ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST11 2 3 4 5 6 7 8 9 1020 19 18 17 16 15 14 13 12 1121223x4 3x4 12-3-212-3-20-1-80-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.090.020.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 11l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 44 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.All bearings 12-3-2.(lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussF20Truss TypeFloorQty7Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:35 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-RVTJ0EUsMVtVqO5rLLmy6kJF2L?rh9ej0nz49Fz2iocScale = 1:14.3B1BL1BL1T1W3423#/0#423#/0#1234 58769101.5x3 3x6 1.5x3 1.5x3 3x6 1.5x3 3x4 1.5x3 3x5 3x4 8-11-28-11-29-2-20-3-02-5-41-2-140-1-80-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.250.260.21DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.02-0.090.01(loc)77-86l/defl>999>999n/aL/d480240n/aPLATESMT20Weight: 39 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 8=423/0-5-8 (min. 0-1-8), 6=423/0-2-10 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-726/0, 3-4=-726/0BOT CHORD 7-8=0/597, 6-7=0/381WEBS 2-8=-673/0, 4-7=0/394, 4-6=-539/0NOTES-1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussF21Truss TypeGABLEQty1Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:35 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-RVTJ0EUsMVtVqO5rLLmy6kJHnL3khCFj0nz49Fz2iocScale: 3/4"=1'B1BL1W1T1ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST11 2 3 4 5 6 7 8 9 10 1122 21 20 19 18 17 16 15 14 13 12233x4 1-4-01-4-02-8-01-4-04-0-01-4-05-4-01-4-06-8-01-4-08-0-01-4-09-4-01-4-010-8-01-4-012-0-01-4-012-7-80-7-80-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.010.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 12l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 46 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.All bearings 12-7-8.(lb) - Max Grav All reactions 250 lb or less at joint(s) 22, 12, 21, 20, 19, 18, 17, 16, 15, 14, 13FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.6) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussF22Truss TypeGABLEQty1Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:36 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-wi1hEaVU7p?MRYg2v2HBfysSYlPzQfVtFRidhiz2iobScale = 1:12.5B1BL1W1W1T1ST1 ST1 ST1 ST11 2 3 4 5 612 11 10 9 8 7133x4 1-4-01-4-02-8-01-4-04-0-01-4-05-4-01-4-06-1-80-9-80-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.010.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 7l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 24 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.All bearings 6-1-8.(lb) - Max Grav All reactions 250 lb or less at joint(s) 12, 7, 11, 10, 9, 8FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.6) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussF23Truss TypeFloor Supported GableQty1Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:37 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-Oub4RwW6u77D3hEETmoQB9PdH8lC96k0U5SBD8z2ioaScale = 1:12.5B1BL1W1W1T1ST1 ST1 ST1 ST11 2 3 4 5 612 11 10 9 8 7133x4 6-0-06-0-00-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.010.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 7l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 23 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.All bearings 6-0-0.(lb) - Max Grav All reactions 250 lb or less at joint(s) 12, 7, 11, 10, 9, 8FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.6) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussF24Truss TypeFloor Supported GableQty1Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:38 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-s49SfGWkfQF4hrpQ1TJfkNxo2Y5RuY?9ilBkmaz2ioZScale = 1:12.2B1BL1W1W1T1ST1 ST1 ST11 2 3 4 510 9 8 7 6113x4 5-0-05-0-00-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.010.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 6l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 20 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)BRACING-TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS.All bearings 5-0-0.(lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.6) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussF25Truss TypeFloor Supported GableQty1Ply1 Job Reference (optional)Run: 8.210 s Apr 22 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:39 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-KHjqscXMPkNxI?OdaAruHaU__yQed?IJxPxII0z2ioYScale = 1:12.4B1BL1W1W1T1ST161#/0#61#/0#149#/0#1 2 36 5 473x4 1.5x3 1.5x3 1.5x3 1.5x3 1.5x3 1.5x3 2-6-02-6-00-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.060.020.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 4l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 11 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)BRACING-TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS.(lb/size) 6=61/2-6-0 (min. 0-1-8), 4=61/2-6-0 (min. 0-1-8), 5=149/2-6-0 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).3) Gable studs spaced at 1-4-0 oc.4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.5) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussFF1Truss TypeFloorQty6Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:40 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-oTHC4yY?A2Vow9zp8uM7po1zIMYSMEySA3grqTz2ioXScale = 1:32.7BL1W6W2B1T1B2T3W4W5T21139#/0#1144#/0#1 2 3 4 5 6 7 8 9 10 11 12 132120 19 181716 15 14221.5x3 1.5x3 1.5x3 4x4 3x5 3x6 1.5x3 3x4 1.5x3 3x6 3x5 1.5x3 4x12 4x10 4x6 3x12 MT18HS FP3x6 FP3x4 6x6 5x10 1.5x3 4x4 19-6-1419-6-1422-0-22-5-424-0-82-0-624-4-80-4-01-9-142-5-42-3-121-10-20-1-80-4-01-6-01-3-01-6-0Plate Offsets (X,Y)-- [10:0-1-8,Edge], [13:0-1-8,Edge], [16:0-1-8,Edge]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.790.940.91DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.49-0.890.01(loc)17-1817-1813l/defl>579>323n/aL/d480240n/aPLATESMT20MT18HSWeight: 98 lb FT = 20%F, 11%EGRIP197/144197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF 1650F 1.5E(flat)WEBS 2x4 SPF Stud(flat)BRACING-TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-18.REACTIONS.(lb/size) 21=1139/0-5-8 (min. 0-1-8), 13=1144/0-3-8 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-3048/0, 3-4=-3048/0, 4-5=-4778/0, 5-6=-4778/0, 6-7=-4772/0, 7-8=-4772/0, 8-9=-4772/0, 9-10=-3024/0, 10-11=-1522/0, 11-12=-1522/0, 12-13=-1526/0BOT CHORD 20-21=0/1508, 19-20=0/4114, 18-19=0/4114, 17-18=0/4976, 16-17=0/4097, 15-16=0/3024WEBS 9-16=-1225/0, 9-17=0/771, 4-18=0/757, 4-20=-1217/0, 2-20=0/1757, 2-21=-1842/0, 10-16=0/621, 10-15=-1724/0, 13-15=0/1829NOTES-1) All plates are MT20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.4) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussFF2Truss TypeFloorQty4Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:40 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-oTHC4yY?A2Vow9zp8uM7po13jMY2MIrSA3grqTz2ioXScale = 1:26.0B1BL1BL1T1W2930#/0#930#/0#1 2 3 4 5 6 7 8 9141312111015161.5x3 3x6 1.5x3 1.5x3 3x6 1.5x3 4x6 4x8 1.5x3 3x4 1.5x3 3x5 3x4 1.5x3 4x10 4x8 19-9-219-9-21-9-142-5-40-1-80-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.450.900.66DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.24-0.430.08(loc)1211-1210l/defl>974>550n/aL/d480240n/aPLATESMT20Weight: 79 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 14=930/0-5-8 (min. 0-1-8), 10=930/0-2-8 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2375/0, 3-4=-2375/0, 4-5=-3349/0, 5-6=-3349/0, 6-7=-2589/0, 7-8=-2589/0BOT CHORD 13-14=0/1212, 12-13=0/3062, 11-12=0/3171, 10-11=0/1541WEBS 8-10=-1744/0, 8-11=0/1196, 6-11=-665/0, 4-12=0/327, 4-13=-784/0, 2-13=0/1327, 2-14=-1481/0NOTES-1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10.2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussFF3Truss TypeFloorQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:41 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-GfraHHZdxLdeYJY?ibtMM?Z9dmye5jNcPjQOMvz2ioWScale = 1:41.3B1BL1BL1T1W3 W4B2T2451#/-40#781#/0#1945#/0#1 2 3 4 5 6 7 8 9 10 11 12 13 14 1524 23 22 21 20 19 18 17 1625263x6 FP3x6 3x6 FP4x8 3x4 3x6 3x4 4x8 3x6 3x6 3x8 3x4 3x6 3x4 4x10 4x10 3x6 12-2-1012-2-1031-9-219-6-82-5-41-10-21-8-120-1-80-1-81-6-01-6-0Plate Offsets (X,Y)-- [6:0-3-0,Edge]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.760.690.83DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.17-0.290.03(loc)17-1817-1816l/defl>999>809n/aL/d480240n/aPLATESMT20Weight: 127 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 24=308/0-5-8 (min. 0-1-8), 16=759/0-2-8 (min. 0-1-8), 21=1945/0-5-4 (min. 0-1-8)Max Uplift24=-40(LC 4)Max Grav24=451(LC 3), 16=781(LC 4), 21=1945(LC 1)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-828/415, 3-4=-828/415, 4-5=0/1445, 5-6=0/1445, 6-7=0/2310, 7-8=-745/63, 8-9=-745/63, 9-10=-745/63, 10-11=-2262/0, 11-12=-2262/0, 12-13=-2041/0, 13-14=-2041/0BOT CHORD 23-24=-147/650, 22-23=-872/540, 21-22=-2310/0, 20-21=-964/0, 19-20=-964/0, 18-19=0/1703, 17-18=0/2354, 16-17=0/1264WEBS 6-21=-915/0, 2-24=-733/168, 2-23=-306/203, 4-23=0/625, 4-22=-1096/0, 6-22=0/1334, 14-16=-1430/0, 14-17=0/887, 12-17=-356/0, 10-18=0/683, 10-19=-1138/0, 7-19=0/1679, 7-21=-1676/0NOTES-1) Unbalanced floor live loads have been considered for this design.2) All plates are 1.5x3 MT20 unless otherwise indicated.3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 16.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 24.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.6) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussFF4Truss TypeFloorQty7Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:43 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-ksOzUdZFiflV9T7CGJObuD6HN9Gnq8pldN9yvKz2ioVScale = 1:44.0B1BL1BL1T1W3 W4W5B2T2434#/-98#2114#/0#861#/0#1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1626 25 24 23 22 21 20 19 18 1727283x6 FP3x6 3x6 FP4x8 3x4 3x6 3x5 4x10 4x4 3x4 3x6 3x4 3x8 3x6 4x12 4x12 4x6 4x4 3x6 12-2-1012-2-1031-6-219-3-833-9-102-3-92-5-41-10-21-8-121-11-10-1-80-1-81-6-01-6-0Plate Offsets (X,Y)-- [6:0-3-0,Edge], [15:0-1-8,Edge], [18:0-1-8,Edge]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.880.820.95DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.23-0.420.04(loc)19-2019-2017l/defl>999>619n/aL/d480240n/aPLATESMT20Weight: 135 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 26=252/0-5-8 (min. 0-1-8), 23=2114/0-5-4 (min. 0-1-8), 17=842/0-2-10 (min. 0-1-8)Max Uplift26=-98(LC 4)Max Grav26=434(LC 3), 23=2114(LC 1), 17=861(LC 4)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-767/626, 3-4=-767/626, 4-5=0/1864, 5-6=0/1864, 6-7=0/2796, 7-8=-609/100, 8-9=-609/100, 9-10=-2550/0, 10-11=-2550/0, 11-12=-2550/0, 12-13=-2752/0, 13-14=-2752/0, 14-15=-1211/0BOT CHORD 25-26=-254/619, 24-25=-1187/448, 23-24=-2796/0, 22-23=-1299/0, 21-22=-1299/0, 20-21=0/1779, 19-20=0/2851, 18-19=0/2181, 17-18=0/1211WEBS 6-23=-971/0, 2-26=-698/289, 2-25=-425/169, 4-25=0/740, 4-24=-1211/0, 6-24=0/1432, 14-18=-1107/0, 14-19=0/652, 12-20=-382/0, 9-20=0/919, 9-21=-1374/0, 7-21=0/1913, 7-23=-1864/0, 15-18=0/566, 15-17=-1442/0NOTES-1) Unbalanced floor live loads have been considered for this design.2) All plates are 1.5x3 MT20 unless otherwise indicated.3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 17.4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 26.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.6) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussFF5Truss TypeFloorQty3Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:44 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-C2yLizatTztMndiOp0vqRQfTGZbzZfbvs1vVRnz2ioUScale = 1:31.4B1BL1BL1T1W2W4B2T21124#/0#1124#/0#1 2 3 4 5 6 7 8 9 10 11 1220 1918 17 161514 1321223x12 MT18HS FP1.5x3 4x6 1.5x3 1.5x3 1.5x3 3x6 FP5x5 5x5 4x6 4x8 1.5x3 3x4 1.5x3 3x5 3x4 1.5x3 4x10 4x8 5x5 4x4 4x6 21-6-1421-6-1423-9-102-2-121-3-22-5-41-11-00-1-80-1-81-6-01-6-0Plate Offsets (X,Y)-- [2:0-1-8,Edge], [11:0-1-8,Edge], [13:Edge,0-1-8], [14:0-1-8,Edge], [19:0-1-8,Edge]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.810.890.66DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.47-0.830.14(loc)1615-1613l/defl>597>339n/aL/d480240n/aPLATESMT20MT18HSWeight: 96 lb FT = 20%F, 11%EGRIP197/144197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF 1650F 1.5E(flat)WEBS 2x4 SPF Stud(flat)BRACING-TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS.(lb/size) 20=1124/0-5-8 (min. 0-1-8), 13=1124/0-2-10 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1151/0, 3-4=-3880/0, 4-5=-3880/0, 5-6=-4864/0, 6-7=-4864/0, 7-8=-4109/0, 8-9=-4109/0, 9-10=-4109/0, 10-11=-1613/0BOT CHORD 19-20=0/1151, 18-19=0/2720, 17-18=0/4574, 16-17=0/4574, 15-16=0/4688, 14-15=0/3061, 13-14=0/1613WEBS 11-14=0/829, 10-14=-1652/0, 10-15=0/1197, 7-15=-660/0, 5-16=0/331, 5-18=-791/0, 3-18=0/1325, 3-19=-1790/0, 2-19=0/897, 2-20=-1586/0, 11-13=-1923/0NOTES-1) All plates are MT20 plates unless otherwise indicated. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13.3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussFF6Truss TypeFLOORQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:45 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-9R457fc7?a840wsmxRxIWrkq4NF21ZLBJLOcWgz2ioSScale = 1:31.4B1BL1BL1T1T2W2W4B2T4T31124#/0#1124#/0#1 2 3 4 5 6 7 8 9 10 11 12 13 1422 2120 19 181716 1523243x12 MT18HS FP1.5x3 4x6 1.5x3 3x6 3x6 3x6 FP5x5 6x6 4x8 4x8 1.5x3 3x4 6x6 3x6 6x6 1.5x5 4x10 6x8 5x5 4x6 4x6 3x4 3x4 11-11-411-11-421-6-149-7-1022-0-40-5-623-9-101-9-61-3-22-5-41-11-00-1-80-1-81-6-01-6-0Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-3-0,Edge], [15:Edge,0-1-8], [16:0-1-8,Edge], [21:0-1-8,Edge], [23:0-1-8,0-0-9], [24:0-1-8,0-0-9]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.730.980.70DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.48-0.860.15(loc)17-1817-1815l/defl>584>329n/aL/d480240n/aPLATESMT20MT18HSWeight: 110 lb FT = 20%F, 11%EGRIP197/144197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat) *Except* T2: 2x4 SPF 1650F 1.5E(flat)BOT CHORD 2x4 SPF 1650F 1.5E(flat)WEBS 2x4 SPF Stud(flat)BRACING-TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-18.REACTIONS.(lb/size) 22=1124/0-5-8 (min. 0-1-8), 15=1124/0-2-10 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1214/0, 3-4=-4076/0, 4-5=-4076/0, 5-6=-5271/0, 6-7=-5190/0, 7-8=-5271/0, 8-9=-4511/0, 9-10=-4511/0, 10-11=-4511/0, 11-12=-1766/0BOT CHORD 21-22=0/1214, 20-21=0/2818, 19-20=0/4706, 18-19=0/4706, 17-18=0/5172, 16-17=0/3367, 15-16=0/1766WEBS 12-16=0/833, 11-16=-1790/0, 11-17=0/1279, 8-17=-739/0, 6-18=-307/0, 5-18=0/638, 5-20=-711/0, 4-20=-289/0, 3-20=0/1422, 3-21=-1811/0, 2-21=0/875, 2-22=-1638/0, 12-15=-2050/0NOTES-1) All plates are MT20 plates unless otherwise indicated. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15.3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussFF7Truss TypeFLOORQty5Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:46 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-ddeTK?dlmuGxe4QzV9TX33H1gnkJm4ILY?8926z2ioRScale: 3/8"=1'BL2BL1W4W1W5W6B1T1T2T4B2T31371#/0#475#/0#483#/0#1 2 3 4 5 67 8 9 10 11 12 13 1422 2120 19 181716 1523241.5x3 3x6 6x6 3x8 6x6 1.5x5 3x6 4x6 1.5x5 3x6 3x4 3x4 3x8 1.5x3 3x5 3x6 3x4 3x6 FP3x6 FP3x6 3x4 3x4 11-9-411-9-411-11-40-2-021-6-149-7-1022-0-40-5-623-9-101-9-61-1-142-5-42-6-102-2-21-11-00-1-81-6-00-9-81-6-0Plate Offsets (X,Y)-- [1:0-1-8,Edge], [2:0-3-0,Edge], [4:0-3-0,Edge], [12:0-1-8,Edge], [16:0-1-8,Edge], [23:0-1-8,0-0-9]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.610.330.40DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.04-0.090.01(loc)16-1716-1715l/defl>999>999n/aL/d480240n/aPLATESMT20Weight: 110 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 18=1371/0-5-8 (min. 0-1-8), 15=446/0-2-10 (min. 0-1-8), 24=430/0-3-8 (min. 0-1-8)Max Grav18=1371(LC 1), 15=475(LC 4), 24=483(LC 3)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-24=-483/0, 1-2=-477/0, 2-3=-477/0, 3-4=-902/35, 4-5=-902/35, 5-6=0/1066, 6-7=0/1035, 7-8=0/1065, 8-9=-837/0, 9-10=-837/0, 10-11=-837/0, 11-12=-676/0BOT CHORD 20-21=0/899, 19-20=-342/420, 18-19=-342/420, 16-17=0/979, 15-16=0/676WEBS 5-18=-1259/0, 5-20=0/656, 3-21=-476/0, 1-21=0/653, 11-16=-339/0, 8-17=0/813, 8-18=-1151/0, 12-15=-782/0NOTES-1) Unbalanced floor live loads have been considered for this design.2) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15.4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.5) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussFF8Truss TypeFloorQty5Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:47 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-5pCsYLdOXBOoGE?92s_mbGpIBA3nVZNUnftjaZz2ioQScale = 1:18.4BL1BL1W2 W3B1T1W5W6654#/0#654#/0#1 2 34567 814 13121110 915161.5x3 1.5x3 1.5x3 1.5x3 3x4 3x4 3x6 3x4 3x4 3x5 1.5x3 3x4 3x4 4x4 3x4 3x6 5-6-145-6-148-0-22-5-414-0-05-11-141-0-01-8-62-5-42-3-120-8-20-1-80-1-81-6-01-6-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [10:0-1-8,Edge], [12:0-1-8,Edge]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.240.450.29DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.07-0.130.03(loc)11-1210-119l/defl>999>999n/aL/d480240n/aPLATESMT20Weight: 61 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 14=654/0-5-8 (min. 0-1-8), 9=654/0-5-8 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-538/0, 3-4=-1612/0, 4-5=-1647/0, 5-6=-1647/0, 6-7=-426/0BOT CHORD 13-14=0/538, 12-13=0/1129, 11-12=0/1612, 10-11=0/1242, 9-10=0/426WEBS 3-12=0/551, 2-14=-820/0, 2-13=0/493, 3-13=-750/0, 6-11=0/462, 6-10=-931/0, 7-10=0/492, 7-9=-801/0NOTES-1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussFF9Truss TypeFloor Supported GableQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:47 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-5pCsYLdOXBOoGE?92s_mbGpKlA9UVdDUnftjaZz2ioQScale = 1:18.0B1BL1BL1T1ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST11 2 3 4 5 6 7 8 9 10 11 1224 23 22 21 20 19 18 17 16 15 14 1325263x4 3x4 14-0-014-0-00-1-80-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.020.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 13l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 51 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.All bearings 14-0-0.(lb) - Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussFF10Truss TypeFloorQty3Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:48 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-Z0mElhe0IVWfuOaLcZV?8UMSIaLqExhe0JdG6?z2ioPScale = 1:21.7BL1BL1W2 W3B1T1W5W6774#/0#774#/0#1 2 3 4 5 6 7 8 915 1413 12111016171.5x3 1.5x3 1.5x3 1.5x3 3x4 3x5 3x6 3x4 3x4 3x5 1.5x3 3x4 3x4 1.5x3 4x8 4x8 4x6 5-6-145-6-148-0-22-5-416-6-08-5-141-0-01-8-62-5-42-3-120-8-140-1-80-1-81-6-01-6-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [10:Edge,0-1-8], [13:0-1-8,Edge]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.280.650.60DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.12-0.240.05(loc)1211-1210l/defl>999>821n/aL/d480240n/aPLATESMT20Weight: 70 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 15=774/0-5-8 (min. 0-1-8), 10=774/0-5-8 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-641/0, 3-4=-2086/0, 4-5=-2334/0, 5-6=-2334/0, 6-7=-1553/0, 7-8=-1553/0BOT CHORD 14-15=0/641, 13-14=0/1386, 12-13=0/2086, 11-12=0/2143, 10-11=0/487WEBS 3-13=0/799, 2-15=-979/0, 2-14=0/613, 3-14=-944/0, 4-13=-361/0, 4-12=0/285, 6-11=-674/0, 8-11=0/1216, 8-10=-916/0NOTES-1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussFF11Truss TypeFloorQty5Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:49 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-1CKcy0fe3peWVY9YAH0Ehhvdn_g?zQinEzMpfRz2ioOScale = 1:22.6B1BL1BL1T1W2W4809#/0#809#/0#1 2 3 4 5 6 7 813121110 914151.5x3 3x6 1.5x3 1.5x3 3x6 1.5x3 4x4 4x4 3x4 3x5 1.5x3 3x4 1.5x3 3x8 3x8 14-11-1414-11-1417-2-102-2-122-2-142-5-41-11-00-1-80-1-81-6-01-6-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [10:0-1-8,Edge]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.300.720.49DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.14-0.260.06(loc)11-1211-129l/defl>999>773n/aL/d480240n/aPLATESMT20Weight: 70 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 13=809/0-5-8 (min. 0-1-8), 9=809/0-2-8 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2093/0, 3-4=-2093/0, 4-5=-2482/0, 5-6=-2482/0, 6-7=-1131/0BOT CHORD 12-13=0/1229, 11-12=0/2489, 10-11=0/2006, 9-10=0/1131WEBS 7-10=0/514, 6-10=-999/0, 6-11=0/543, 4-12=-452/0, 2-12=0/987, 2-13=-1417/0, 7-9=-1347/0NOTES-1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9.2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussFF13Truss TypeFloorQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:50 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-VOt_AMgGq6mN7hkkk_XTDvRoqO3JiuhwTc6NBuz2ioNScale = 1:18.6B1BL1BL1T1W2663#/0#663#/0#1 23456711109812131.5x3 3x6 1.5x3 1.5x3 3x6 1.5x3 3x4 3x6 1.5x3 3x4 1.5x3 3x8 3x6 14-2-214-2-21-2-142-5-40-1-80-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.280.520.44DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.07-0.140.03(loc)9-109-108l/defl>999>999n/aL/d480240n/aPLATESMT20Weight: 58 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 11=663/0-5-8 (min. 0-1-8), 8=663/0-2-10 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1396/0, 3-4=-1396/0, 4-5=-1606/0, 5-6=-1606/0BOT CHORD 10-11=0/617, 9-10=0/1702, 8-9=0/1043WEBS 6-8=-1180/0, 6-9=0/642, 4-10=-349/0, 2-10=0/890, 2-11=-874/0NOTES-1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8.2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussFF14Truss TypeFloorQty6Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:51 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-zaRMNigubQuElrJwHi2im6_wioPZRLq4iGrwjKz2ioMScale = 1:18.9B1W1BL2T1BL1BL1W2657#/0#643#/0#1 23456712 1110981413151.5x3 4x12 1.5x3 3x6 1.5x3 3x4 3x6 1.5x3 3x4 1.5x3 3x8 3x5 3x5 3x6 14-2-214-2-20-10-62-5-40-1-81-6-00-9-81-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [14:0-1-8,0-1-8], [15:0-0-12,0-3-8]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.460.520.45DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.07-0.150.03(loc)9-109-108l/defl>999>999n/aL/d480240n/aPLATESMT20Weight: 59 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 8=657/0-2-10 (min. 0-1-8), 15=643/0-3-8 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-558/0, 2-3=-1356/0, 3-4=-1356/0, 4-5=-1588/0, 5-6=-1588/0BOT CHORD 10-11=0/558, 9-10=0/1672, 8-9=0/1034WEBS 6-8=-1169/0, 6-9=0/632, 4-10=-362/0, 2-10=0/905, 2-11=-664/0, 1-11=0/835, 1-15=-670/0NOTES-1) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8.3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.4) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussFF15Truss TypeFloorQty7Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:52 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-Sn?lb2hWMk05M?u7rPZxIKX9lBoqArrDwwbUFmz2ioLScale = 1:14.3B1BL1BL1T1W2423#/0#423#/0#1 23458769101.5x3 3x6 1.5x3 1.5x3 3x6 1.5x3 3x4 1.5x3 3x5 3x4 9-2-29-2-21-2-142-5-40-1-80-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.250.260.21DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.02-0.090.01(loc)76-76l/defl>999>999n/aL/d480240n/aPLATESMT20Weight: 39 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 8=423/0-5-8 (min. 0-1-8), 6=423/0-2-10 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-726/0, 3-4=-726/0BOT CHORD 7-8=0/381, 6-7=0/597WEBS 4-6=-673/0, 2-7=0/394, 2-8=-539/0NOTES-1) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussFF17Truss TypeFloor Supported GableQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:53 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-wzZ7oOi8618x_9TJP75ArX3MDbCzvLiN9aK1oDz2ioKScale = 1:18.2B1W1W1T1ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST11 2 3 4 5 6 7 8 9 10 11 1224 23 22 21 20 19 18 17 16 15 14 1314-4-1214-4-121-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.080.010.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 13l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 50 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.All bearings 14-4-12.(lb) - Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussFF18Truss TypeGABLEQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:54 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-O97V0kjntLGocJ2VzqcPOlcX??YAeoyWOE4aKfz2ioJScale = 1:15.0B1W1W1T1ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST11 2 3 4 5 6 7 8 9 1020 19 18 17 16 15 14 13 12 113x4 3x4 3x4 3x4 1-4-01-4-02-8-01-4-04-0-01-4-05-4-01-4-06-8-01-4-08-0-01-4-09-4-01-4-010-8-01-4-011-7-40-11-41-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [20:Edge,0-1-8]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.010.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 11l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 44 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.All bearings 11-7-4.(lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard
JobATrussFF19Truss TypeFloorQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:54 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-O97V0kjntLGocJ2VzqcPOlcMu?O9efdWOE4aKfz2ioJScale = 1:14.3B1W1W1T1W31295#/0#1295#/0#1234 58763x4 3x8 3x4 4x6 3x8 1.5x3 4x8 4x8 8-9-08-9-09-0-00-3-02-5-41-0-121-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [6:Edge,0-1-8]LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode1-7-31.001.00NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.780.660.64DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.04-0.120.02(loc)77-86l/defl>999>843n/aL/d480240n/aPLATESMT20Weight: 39 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF 1650F 1.5E(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)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.REACTIONS.(lb/size) 8=1295/0-5-8 (min. 0-1-8), 6=1295/0-5-8 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-8=-296/0, 2-3=-2120/0, 3-4=-2120/0BOT CHORD 7-8=0/1829, 6-7=0/1049WEBS 2-8=-2076/0, 2-7=0/331, 3-7=-708/0, 4-7=0/1222, 4-6=-1603/0NOTES-1) Magnitude of user added load(s) on this truss have been applied uniformly across all gravity load cases with no adjustments.2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.LOAD CASE(S) Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 6-8=-8, 1-5=-288
JobATrussFF20Truss TypeGABLEQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:55 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-sMhtD4kPefOfDTdhWY7ewy9ilPuONFCgdup8s5z2ioIScale = 1:15.2B1BL1W1T1ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST11 2 3 4 5 6 7 8 9 1020 19 18 17 16 15 14 13 12 11213x4 1-4-01-4-02-8-01-4-04-0-01-4-05-4-01-4-06-8-01-4-08-0-01-4-09-4-01-4-010-8-01-4-012-0-01-4-00-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.010.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 11l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 43 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.All bearings 12-0-0.(lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18, 17, 16, 15, 14, 13, 12FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.6) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussFF21Truss TypeGABLEQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:56 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-KYFFRQk1PyWWrcBu4FetTAhtUpEe6hRprYZhOXz2ioHScale = 1:12.7B1BL1W1W1T1ST1 ST1 ST1 ST1 ST1 ST1 ST11 2 3 4 5 6 7 8 918 17 16 15 14 13 12 11 10193x4 1-4-01-4-02-8-01-4-04-0-01-4-05-4-01-4-06-8-01-4-08-0-01-4-09-4-01-4-010-0-00-8-00-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.010.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 10l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 37 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.All bearings 10-0-0.(lb) - Max Grav All reactions 250 lb or less at joint(s) 18, 10, 17, 16, 15, 14, 13, 12, 11FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.6) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussFF22Truss TypeFloor Supported GableQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:57 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-okoeemlfAGeNTmm4ey96?NE2ECatr8hy4CIFx_z2ioGScale = 1:12.5B1BL1W1W1T1ST1 ST1 ST1 ST11 2 3 4 5 612 11 10 9 8 7133x4 6-0-06-0-00-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.010.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 7l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 23 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.All bearings 6-0-0.(lb) - Max Grav All reactions 250 lb or less at joint(s) 12, 7, 11, 10, 9, 8FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.6) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussFF23Truss TypeFloor Supported GableQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:58 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-GxM0r5mHxamE4wLGCggLYbmC?cv6aby6Js2oTQz2ioFScale = 1:12.2B1BL1W1W1T1ST1 ST1 ST11 2 3 4 510 9 8 7 6113x4 5-0-05-0-00-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.010.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 6l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 20 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)BRACING-TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS.All bearings 5-0-0.(lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.6) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussFF24Truss TypeFloor Supported GableQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:59 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-k7wO3Rnvitu5i4wTlNCa4oJNk0FLJ2BFXWnL?sz2ioEScale = 1:12.5B1BL1W1W1T1ST1 ST1 ST1 ST11 2 3 4 5 612 11 10 9 8 7133x4 6-1-86-1-80-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.010.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 7l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 24 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)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.REACTIONS.All bearings 6-1-8.(lb) - Max Grav All reactions 250 lb or less at joint(s) 12, 7, 11, 10, 9, 8FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) All plates are 1.5x3 MT20 unless otherwise indicated.2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).4) Gable studs spaced at 1-4-0 oc.5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.6) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussFF25Truss TypeFloor Supported GableQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:47:59 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-k7wO3Rnvitu5i4wTlNCa4oJNl0FJJ2BFXWnL?sz2ioEScale = 1:12.4B1BL1W1W1T1ST160#/0#73#/0#162#/0#1 2 36 5 473x4 1.5x3 1.5x3 1.5x3 1.5x3 1.5x3 1.5x3 2-8-82-8-80-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.070.020.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 4l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 12 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)BRACING-TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS.(lb/size) 6=60/2-8-8 (min. 0-1-8), 4=73/2-8-8 (min. 0-1-8), 5=162/2-8-8 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).3) Gable studs spaced at 1-4-0 oc.4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.5) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussFF26Truss TypeFloor Supported GableQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:00 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-DJUmGnnXTB1yKEVfJ5jpd0sZhQbY2VVPmAXvXJz2ioDScale = 1:12.4B1BL1W1W1T1ST161#/0#61#/0#149#/0#1 2 36 5 473x4 1.5x3 1.5x3 1.5x3 1.5x3 1.5x3 1.5x3 2-6-02-6-00-1-81-6-01-6-0LOADING (psf)TCLLTCDLBCLLBCDL40.015.00.05.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.001.00YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.060.020.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 4l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 11 lb FT = 20%F, 11%EGRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)WEBS 2x4 SPF Stud(flat)OTHERS 2x4 SPF Stud(flat)BRACING-TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS.(lb/size) 6=61/2-6-0 (min. 0-1-8), 4=61/2-6-0 (min. 0-1-8), 5=149/2-6-0 (min. 0-1-8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).3) Gable studs spaced at 1-4-0 oc.4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends orrestrained by other means.5) CAUTION, Do not erect truss backwards.LOAD CASE(S) Standard
JobATrussG1Truss TypeRoof SpecialQty5Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:01 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-hW28U7oAEV9pxO4rtoE2ADObbqs?njFY?qGS4lz2ioCScale = 1:45.3T1W5B1W3W4W1W2710#/-56#609#/-80#12347652x4 2x4 3x4 3x4 3x4 4x4 6-0-06-0-012-0-06-0-0-1-0-01-0-06-0-06-0-012-0-06-0-01-4-46-4-45.00 12Plate Offsets (X,Y)-- [2:0-1-8,0-2-0], [6:0-1-12,0-1-8]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.630.320.96DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.03-0.090.01(loc)5-65-65l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 48 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudBRACING-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.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 7=710/0-5-8 (min. 0-1-8), 5=609/MechanicalMax Horz7=197(LC 5)Max Uplift7=-56(LC 8), 5=-80(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-742/46, 2-7=-656/85BOT CHORD 5-6=-78/607WEBS 3-5=-699/121, 2-6=0/500NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 7 and 80 lb uplift at joint 5.LOAD CASE(S) Standard
JobATrussG2Truss TypeMonopitch Supported GableQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:02 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-9icWhTpo?oHgZXf2RWlHiRxp_DGdWOziEU0?cBz2ioBScale = 1:46.0W1T1W2B1ST8ST7ST6ST5ST4ST3ST2ST1123456789101121 20 19 18 17 16 15 14 13 123x4 3x4 2x4 2x4 -1-0-01-0-012-0-012-0-01-4-46-4-45.00 12Plate Offsets (X,Y)-- [2:0-2-0,0-1-4]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.390.100.10DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.00-0.00-0.00(loc)2212l/defln/rn/rn/aL/d120120n/aPLATESMT20Weight: 57 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudOTHERS 2x3 SPF StudBRACING-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.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 12-0-0.(lb) - Max Horz21=197(LC 5)Max Uplift All uplift 100 lb or less at joint(s) 12, 13, 14, 15, 16, 17, 18 except 20=-194(LC 5)Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 15, 16, 17, 18, 19, 20 except 21=270(LC 16)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) 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) All plates are 2x3 MT20 unless otherwise indicated.4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).6) Gable studs spaced at 1-4-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 13, 14, 15, 16, 17, 18 except (jt=lb) 20=194.LOAD CASE(S) Standard
JobATrussG3Truss TypeRoof Special GirderQty1Ply2 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:04 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-55kH69r2XQXOorpQYxnlns09w1w3_C1_hoV6h4z2io9Scale: 1/4"=1'T1W7B1W3W4W5W6W1W21727#/0#1270#/0#1234598 7610 11 122x4 3x4 3x4 3x4 4x4 3x4 3x4 3x4 LUS26LUS24LUS24LUS24LUS242-0-02-0-04-0-02-0-04-0-130-0-137-11-33-10-512-0-04-0-13-1-0-01-0-04-0-134-0-137-11-33-10-512-0-04-0-131-4-46-4-45.00 12Plate Offsets (X,Y)-- [2:0-2-0,0-1-4]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.430.230.45DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.02-0.050.01(loc)8-98-96l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 118 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x6 SPF 1650F 1.5EWEBS 2x3 SPF StudBRACING-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.REACTIONS.(lb/size) 9=1727/0-5-8 (min. 0-1-8), 6=1270/MechanicalMax Horz9=195(LC 5)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1828/0, 3-4=-1060/0, 2-9=-1318/0BOT CHORD 8-11=0/1623, 7-11=0/1623, 7-12=0/927, 6-12=0/927WEBS 3-8=0/533, 3-7=-846/0, 4-7=0/1286, 4-6=-1356/0, 2-8=0/1489NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.Webs connected as follows: 2x3 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided todistribute only loads noted as (F) or (B), unless otherwise indicated.3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.604) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Refer to girder(s) for truss to truss connections.7) Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 2-0-0 from the left end to connect truss(es) D4 (1 ply 2x4 SPF) to front face ofbottom chord. 8) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 4-0-0 from the left end to 10-0-0 to connecttruss(es) D5 (1 ply 2x4 SPF), D6 (1 ply 2x4 SPF), D7 (1 ply 2x4 SPF), D8 (1 ply 2x4 SPF) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber.LOAD CASE(S) StandardContinued on page 2
JobATrussG3Truss TypeRoof Special GirderQty1Ply2 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:04 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-55kH69r2XQXOorpQYxnlns09w1w3_C1_hoV6h4z2io9LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-2=-84, 2-5=-84, 6-9=-20Concentrated Loads (lb)Vert: 7=-231(F) 8=-231(F) 10=-754(F) 11=-231(F) 12=-231(F)
JobATrussH1Truss TypeFlatQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:06 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-1Tr1XrsI31n529ypgLqDtH6McrTzS?BH86_Dlyz2io7Scale = 1:60.0W1T1W1B2W2W3W4W5 W6 W6 W5W4W3W2T3T2B4B3B1B52727#/-567#2791#/-572#1 23 4 5 6 78 91918 171615 14 1312111020 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3839 40 41 42 43445x12 M18SHS6x6 4x8 6x6 6x10 MT18HS3x6 6x8 2x3 4x4 3x4 3x4 3x4 4x4 2x3 6x8 3x8 6x10 MT18HS7-3-37-3-317-1-119-10-925-7-58-5-1035-5-139-10-942-9-07-3-37-3-37-3-314-3-137-0-1121-4-87-0-1128-5-37-0-1135-5-137-0-1141-10-86-4-1142-9-00-10-86-4-14Plate Offsets (X,Y)-- [1:0-2-4,0-2-8], [4:0-4-0,Edge], [9:0-2-0,0-2-12], [10:0-3-8,Edge], [12:0-1-8,0-2-8], [13:0-1-12,0-1-8], [15:0-1-8,0-1-8], [16:0-4-0,0-2-8]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.990.720.92DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.37-0.870.19(loc)12-1312-1310l/defl>999>586n/aL/d240180n/aPLATESMT20M18SHSMT18HSWeight: 186 lb FT = 20%GRIP197/144197/144197/144LUMBER-TOP CHORD 2x4 SPF 1650F 1.5E *Except* T3: 2x4 SPF 2100F 1.8EBOT CHORD 2x4 SPF 2100F 1.8E *Except* B2: 2x4 SPF No.2WEBS 2x4 SPF No.2 *Except* W3,W5: 2x3 SPF Stud, W6: 2x3 SPF No.2BRACING-TOP CHORD 2-0-0 oc purlins (2-2-0 max.): 1-9, except end verticals.BOT CHORD Rigid ceiling directly applied or 7-6-5 oc bracing.WEBS 1 Row at midpt 1-19, 9-10, 1-16, 3-16, 6-12, 9-12MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 19=2662/(0-4-0 + bearing block) (req. 0-4-4), 10=2713/(0-4-0 + bearing block) (req. 0-4-6)Max Horz19=-173(LC 6)Max Uplift19=-567(LC 4), 10=-572(LC 5)Max Grav19=2727(LC 30), 10=2791(LC 29)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-19=-2608/594, 1-20=-2783/598, 20-21=-2783/598, 21-22=-2783/598, 2-22=-2783/598, 2-23=-2783/598, 23-24=-2783/598, 24-25=-2783/598, 25-26=-2783/598, 3-26=-2783/598, 3-27=-4608/926, 4-27=-4608/926, 4-28=-4608/926, 5-28=-4608/926, 5-29=-4617/918, 29-30=-4617/918, 30-31=-4617/918, 31-32=-4617/918, 6-32=-4617/918, 6-33=-2802/586, 7-33=-2802/586, 7-34=-2802/586, 8-34=-2802/586, 8-35=-2802/586, 35-36=-2802/586, 36-37=-2802/586, 37-38=-2802/586, 9-38=-2802/586, 9-10=-2676/599BOT CHORD 16-39=-996/4342, 39-40=-996/4342, 15-40=-996/4342, 15-41=-1085/4882, 14-41=-1085/4882, 13-14=-1085/4882, 13-42=-954/4336, 42-43=-954/4336, 12-43=-954/4336WEBS 1-16=-752/3594, 2-16=-818/306, 3-16=-2047/465, 3-15=-42/736, 5-15=-465/178, 5-13=-456/191, 6-13=-54/720, 6-12=-2042/464, 8-12=-833/298, 9-12=-737/3621NOTES-1) 2x4 SPF No.2 bearing block 12" long at jt. 19 attached to front face with 2 rows of 10d (0.131"x3") nails spaced 3" o.c. 8 Total fasteners. Bearing is assumed to be SPF 1650F1.5E.2) 2x4 SPF 2100F 1.8E bearing block 12" long at jt. 10 attached to front face with 2 rows of 10d (0.131"x3") nails spaced 3" o.c. 8 Total fasteners. Bearing is assumed to be SPF1650F 1.5E.3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.604) Provide adequate drainage to prevent water ponding.5) All plates are MT20 plates unless otherwise indicated. Continued on page 2
JobATrussH1Truss TypeFlatQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:06 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-1Tr1XrsI31n529ypgLqDtH6McrTzS?BH86_Dlyz2io7NOTES-6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=567, 10=572.9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 62 lb up at 1-10-8, 142 lb down and 62 lb up at 3-10-8, 142 lb down and 62 lb up at 5-10-8, 142lb down and 62 lb up at 7-10-8, 142 lb down and 62 lb up at 9-10-8, 142 lb down and 62 lb up at 11-10-8, 142 lb down and 62 lb up at 13-10-8, 142 lb down and 62 lb up at 15-10-8, 142 lb down and 62 lb up at 17-10-8, 142 lb down and 62 lb up at 19-10-8, 142 lb down and 62 lb up at 21-10-8, 142 lb down and 62 lb up at 23-10-8, 147 lb down and 59 lb up at 25-10-8, 147 lb down and 59 lb up at 27-10-8, 147 lb downand 59 lb up at 29-10-8, 147 lb down and 59 lb up at 31-10-8, 147 lb down and 59 lb up at 33-10-8, 147 lb down and 59 lb up at 35-10-8, 147 lb down and 59 lb up at 37-10-8, and 147 lb down and 59 lb up at 39-10-8, and 142 lb down and 61 lb up at 41-10-8 on top chord. The design/selection of such connection device(s) is the responsibility of others.LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-9=-84, 10-19=-20Concentrated Loads (lb)Vert: 4=-44 7=-46 20=-44 21=-44 22=-44 23=-44 24=-44 25=-44 26=-44 27=-44 28=-44 29=-44 30=-44 31=-46 32=-46 33=-46 34=-46 35=-46 36=-46 37=-46 38=-65
JobATrussH2Truss TypeFlatQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:08 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-VfPPkAtwpLvyfJX?D3LSPUeYBEpEBSrRNmjmHOz2io6Scale = 1:59.8W1T1W1B2W2 W3W4W5 W6 W6 W5W4W3 W2T3T2B4B3B12741#/0#2667#/0#1 23 4 5 6 78 91817 161514 13 12111019 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 3738 39 40 41 42 43445x12 M18SHS6x6 4x8 6x6 3x12 MT18HS3x6 6x8 2x3 3x5 3x4 3x4 3x4 4x4 2x3 5x8 3x8 6x10 MT18HS7-2-107-2-1017-0-69-9-1225-5-68-4-1535-3-29-9-1242-5-127-2-107-2-107-2-1014-2-127-0-221-2-147-0-228-3-07-0-235-3-27-0-241-10-86-7-642-5-120-7-46-4-14Plate Offsets (X,Y)-- [1:0-2-4,0-2-8], [4:0-4-0,Edge], [9:0-2-0,0-2-12], [10:0-3-8,Edge], [11:0-1-8,0-1-8], [15:0-4-0,0-2-8]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.940.720.96DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.36-0.850.19(loc)11-1211-1210l/defl>999>596n/aL/d240180n/aPLATESMT20M18SHSMT18HSWeight: 184 lb FT = 20%GRIP197/144197/144197/144LUMBER-TOP CHORD 2x4 SPF 1650F 1.5E *Except* T1: 2x4 SPF 2100F 1.8EBOT CHORD 2x4 SPF No.2 *Except* B4,B3: 2x4 SPF 2100F 1.8EWEBS 2x4 SPF No.2 *Except* W3,W5: 2x3 SPF Stud, W6: 2x3 SPF No.2BRACING-TOP CHORD 2-0-0 oc purlins (2-2-0 max.): 1-9, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 1-18, 9-10, 3-15, 6-11MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 18=2741/(0-4-0 + bearing block) (req. 0-4-5), 10=2667/MechanicalMax Horz18=173(LC 7)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-18=-2682/0, 1-19=-2760/0, 19-20=-2760/0, 20-21=-2760/0, 2-21=-2760/0, 2-22=-2760/0, 22-23=-2760/0, 23-24=-2760/0, 24-25=-2760/0, 3-25=-2760/0, 3-26=-4510/0, 4-26=-4510/0, 4-27=-4510/0, 5-27=-4510/0, 5-28=-4452/0, 28-29=-4452/0, 29-30=-4452/0, 30-31=-4452/0, 6-31=-4452/0, 6-32=-2656/0, 7-32=-2656/0, 7-33=-2656/0, 8-33=-2656/0, 8-34=-2656/0, 34-35=-2656/0, 35-36=-2656/0, 36-37=-2656/0, 9-37=-2656/0, 9-10=-2607/0BOT CHORD 15-38=0/4264, 38-39=0/4264, 14-39=0/4264, 14-40=0/4754, 13-40=0/4754, 13-41=0/4754, 12-41=0/4754, 12-42=0/4167, 42-43=0/4167, 11-43=0/4167WEBS 1-15=0/3609, 2-15=-868/33, 3-15=-1996/0, 3-14=0/691, 5-14=-431/66, 5-12=-533/0, 6-12=0/735, 6-11=-2005/0, 8-11=-773/95, 9-11=0/3472NOTES-1) 2x4 SPF No.2 bearing block 12" long at jt. 18 attached to front face with 2 rows of 10d (0.131"x3") nails spaced 3" o.c. 8 Total fasteners. Bearing is assumed to be SPF 1650F1.5E.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers, with BCDL = 10.0psf.7) Refer to girder(s) for truss to truss connections.8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2
JobATrussH2Truss TypeFlatQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:08 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-_szoyWuZae1pHS6BnmshyiBjxe9Twv5acQTKqrz2io5LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-9=-84, 10-18=-20Concentrated Loads (lb)Vert: 4=-58 7=-34 19=-58 20=-58 21=-58 22=-58 23=-58 24=-58 25=-58 26=-58 27=-58 28=-58 29=-58 30=-34 31=-34 32=-34 33=-34 34=-34 35=-34 36=-34 37=-55
JobATrussH3Truss TypeFLAT GIRDERQty1Ply2 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:10 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-wE5YNCvp6GHXWmGavBu917G4MSpIOoUt3kyRujz2io3Scale = 1:67.1W1T1W1B1W2 W3 W4 W5 W6 W6 W5W4W3 W2T3T2B2B26687#/-559#6664#/-628#1 23 4 5 6 78 917161514 13 12111018 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3637 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 545x12 M18SHS5x8 3x8 6x6 3x12 MT18HS4x8 10x10 2x3 3x4 4x4 3x4 4x4 3x5 2x3 10x10 3x6 6x10 MT18HSLUS24 LUS24LUS24 LUS24LUS24 LUS26-2LUS26-2 LUS24 LUS24 LUS24LUS24LUS24 LUS24LUS247-3-117-3-1111-10-74-6-1217-2-145-4-725-9-28-6-328-1-92-4-735-8-57-6-1242-0-06-3-1143-0-01-0-07-3-117-3-1114-4-137-1-321-6-07-1-328-7-37-1-335-8-57-1-342-0-06-3-1143-0-01-0-06-4-14Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [3:0-1-12,0-1-8], [9:0-1-12,0-2-0], [11:0-3-8,0-5-0], [15:0-4-4,0-5-0]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.880.890.96DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.45-0.960.11(loc)11-1214-1510l/defl>999>534n/aL/d240180n/aPLATESMT20M18SHSMT18HSWeight: 465 lb FT = 20%GRIP197/144197/144197/144LUMBER-TOP CHORD 2x4 SPF 1650F 1.5EBOT CHORD 2x6 SP 2700F 2.2E *Except* B1: 2x6 SPF 1650F 1.5EWEBS 2x4 SPF No.2 *Except* W2: 2x4 SPF 1650F 1.5E, W3,W5: 2x3 SPF Stud, W6: 2x3 SPF No.2BRACING-TOP CHORD 2-0-0 oc purlins (4-1-11 max.): 1-9, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 1-17, 9-10, 6-11REACTIONS.(lb/size) 17=6687/0-5-8 (min. 0-5-4), 10=6664/0-5-8 (min. 0-5-4)Max Horz17=171(LC 5)Max Uplift17=-559(LC 4), 10=-628(LC 5)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-17=-6154/425, 1-18=-7020/421, 18-19=-7020/421, 19-20=-7020/421, 2-20=-7020/421, 2-21=-7020/421, 21-22=-7020/421, 22-23=-7020/421, 23-24=-7020/421, 3-24=-7020/421, 3-25=-9801/433, 4-25=-9801/433, 4-26=-9801/433, 5-26=-9801/433, 5-27=-10087/455, 27-28=-10087/455, 28-29=-10087/455, 29-30=-10087/455, 6-30=-10087/455, 6-31=-6794/533, 31-32=-6794/533, 7-32=-6794/533, 7-8=-6794/533, 8-33=-6794/533, 33-34=-6794/533, 34-35=-6794/533, 35-36=-6794/533, 9-36=-6794/533, 9-10=-5985/504BOT CHORD 15-40=-595/9219, 40-41=-595/9219, 41-42=-595/9219, 42-43=-595/9219, 14-43=-595/9219, 14-44=-606/10170, 13-44=-606/10170, 12-13=-606/10170, 12-45=-588/9365, 45-46=-588/9365, 46-47=-588/9365, 47-48=-588/9365, 48-49=-588/9365, 49-50=-588/9365, 11-50=-588/9365WEBS 1-15=-499/9114, 2-15=-726/302, 3-15=-2972/169, 3-14=0/1391, 5-14=-686/199, 6-12=0/1695, 6-11=-3375/50, 8-11=-712/212, 9-11=-653/8822NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided todistribute only loads noted as (F) or (B), unless otherwise indicated.3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.604) Provide adequate drainage to prevent water ponding.Continued on page 2
JobATrussH3Truss TypeFLAT GIRDERQty1Ply2 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:10 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-wE5YNCvp6GHXWmGavBu917G4MSpIOoUt3kyRujz2io3NOTES-5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=559, 10=628.9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.10) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent at 2-0-0 from the left end to connect truss(es) G1 (1 ply 2x4 SPF) to front face of bottom chord. 11) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 20-0-0 oc max. starting at 4-0-0 from the left end to 42-0-0 to connect truss(es) G1 (1 ply 2x4 SPF), E1 (1 ply2x4 SPF) to front face of bottom chord. 12) Use Simpson Strong-Tie LUS26-2 (4-16d Girder, 4-16d Truss) or equivalent at 11-10-7 from the left end to connect truss(es) G3 (2 ply 2x6 SPF) to front face of bottom chord. 13) Use Simpson Strong-Tie LUS26-2 (4-10d Girder, 4-10d Truss) or equivalent at 28-1-9 from the left end to connect truss(es) E3 (2 ply 2x6 SPF) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber.15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 43 lb up at 2-0-0, 124 lb down and 43 lb up at 4-0-0, 124 lb down and 43 lb up at 6-0-0, 124 lbdown and 43 lb up at 8-0-0, 124 lb down and 43 lb up at 10-0-0, 124 lb down and 43 lb up at 12-0-0, 124 lb down and 43 lb up at 14-0-0, 124 lb down and 43 lb up at 16-0-0, 124 lb down and 43 lb up at 18-0-0,124 lb down and 43 lb up at 20-0-0, 124 lb down and 43 lb up at 22-0-0, 124 lb down and 43 lb up at 24-0-0, 105 lb down and 23 lb up at 26-0-0, 105 lb down and 23 lb up at 28-0-0, 105 lb down and 23 lb up at 30-0-0, 105 lb down and 23 lb up at 32-0-0, 105 lb down and 23 lb up at 34-0-0, 105 lb down and 23 lb up at 36-0-0, 105 lb down and 23 lb up at 38-0-0, and 105 lb down and 23 lb up at 40-0-0, and 104 lb downand 24 lb up at 42-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others.LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-9=-84, 10-17=-20Concentrated Loads (lb)Vert: 4=-12 7=-19 18=-12 19=-12 20=-12 21=-12 22=-12 23=-12 24=-12 25=-12 26=-12 27=-12 28=-12 29=-19 30=-19 31=-19 32=-19 33=-19 34=-19 35=-19 36=-23 37=-589(F) 38=-589(F) 39=-589(F)40=-589(F) 41=-589(F) 42=-1250(F) 46=-968(F) 47=-490(F) 49=-490(F) 50=-490(F) 51=-490(F) 52=-490(F) 53=-490(F) 54=-491(F)
JobATrussH4Truss TypeFLAT GIRDERQty1Ply2 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:15 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-GCuRQvzyxowqdX8XhkUKkA_y7TWl32LcD?fBZxz2io_Scale = 1:54.6W1T1W1B1W2 W3 W4 W5 W6 W7 W8W9W10 W11T3T2B3B24472#/-780#333#/-2127#10497#/-1621#123 4 56 7 89171615 1413 12111018 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3637 38 39 40 41 42 43 4445 46 47HHUS26-2 LUS24LUS24LUS24 LUS24 LUS24 HHUS26-27-2-147-2-1413-1-95-10-1115-1-41-11-1123-10-78-9-333-3-29-4-1133-3-40-0-242-7-49-4-07-2-147-2-1414-3-47-0-621-3-107-0-628-4-07-0-635-4-67-0-642-0-06-7-1042-7-40-7-46-4-14LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.750.870.99DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.56-0.980.05(loc)13-1413-1411l/defl>711>407n/aL/d240180n/aPLATESWeight: 431 lb FT = 20%GRIPLUMBER-TOP CHORD 2x4 SPF 1650F 1.5EBOT CHORD 2x6 SPF 1650F 1.5E *Except* B2: 2x6 SP 2700F 2.2EWEBS 2x3 SPF No.2 *Except* W1,W2: 2x4 SPF No.2, W5,W7,W10: 2x3 SPF Stud, W8,W9: 2x4 SPF 1650F 1.5EBRACING-TOP CHORD 2-0-0 oc purlins (4-8-7 max.): 1-9, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11.WEBS 1 Row at midpt 6-11REACTIONS.(lb/size) 17=4472/0-5-8 (min. 0-3-8), 10=-2127/Mechanical, 11=10497/0-5-8 (req. 0-8-4)Max Horz17=-171(LC 4)Max Uplift17=-780(LC 4), 10=-2127(LC 1), 11=-1621(LC 5)Max Grav17=4472(LC 1), 10=333(LC 8), 11=10497(LC 1)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-17=-4342/797, 1-18=-4822/864, 18-19=-4822/864, 19-20=-4822/864, 2-20=-4822/864, 2-21=-8424/1484, 21-22=-8424/1484, 22-23=-8424/1484, 23-24=-8424/1484, 3-24=-8424/1484, 3-25=-8547/1525, 4-25=-8547/1525, 4-26=-8547/1525, 5-26=-8547/1525, 5-27=-6624/1015, 27-28=-6624/1015, 28-29=-6624/1015, 29-30=-6624/1015, 6-30=-6624/1015, 6-31=-708/4109, 7-31=-708/4109, 7-32=-708/4109, 8-32=-708/4109, 9-10=-309/99BOT CHORD 15-16=-938/4822, 15-38=-938/4822, 14-38=-938/4822, 14-39=-1254/7295, 39-40=-1254/7295, 40-41=-1254/7295, 41-42=-1254/7295, 42-43=-1254/7295, 43-44=-1254/7295, 13-44=-1254/7295, 12-13=-328/1773, 12-45=-328/1773, 11-45=-328/1773, 11-46=-2959/505, 46-47=-2959/505, 10-47=-2959/505WEBS 1-16=-1103/6279, 2-16=-4425/910, 2-14=-938/5176, 3-14=-622/207, 5-14=-429/1553, 5-13=-1711/509, 6-13=-1221/8155, 6-11=-9298/1519, 8-11=-3491/657, 8-10=-604/3913NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided todistribute only loads noted as (F) or (B), unless otherwise indicated.3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.604) Provide adequate drainage to prevent water ponding.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Continued on page 2
JobATrussH4Truss TypeFLAT GIRDERQty1Ply2 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:15 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-GCuRQvzyxowqdX8XhkUKkA_y7TWl32LcD?fBZxz2io_NOTES-6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) WARNING: Required bearing size at joint(s) 11 greater than input bearing size.8) Refer to girder(s) for truss to truss connections.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=780, 10=2127, 11=1621.10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated.12) Use Simpson Strong-Tie HHUS26-2 (14-10d Girder, 4-10d Truss) or equivalent at 13-1-9 from the left end to connect truss(es) C3 (2 ply 2x6 SPF) to back face of bottom chord. 13) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 15-1-4 from the left end to 22-0-0 to connect truss(es) C1 (1 ply 2x4 SPF) to back faceof bottom chord. 14) Use Simpson Strong-Tie HHUS26-2 (14-16d Girder, 6-16d Truss) or equivalent at 23-10-7 from the left end to connect truss(es) C2 (2 ply 2x8 SP) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber.16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 29 lb up at 2-0-0, 95 lb down and 29 lb up at 4-0-0, 95 lb down and 29 lb up at 6-0-0, 95 lb downand 29 lb up at 8-0-0, 95 lb down and 29 lb up at 10-0-0, 95 lb down and 29 lb up at 12-0-0, 95 lb down and 29 lb up at 14-0-0, 95 lb down and 29 lb up at 16-0-0, 95 lb down and 29 lb up at 18-0-0, 95 lb downand 29 lb up at 20-0-0, 95 lb down and 29 lb up at 22-0-0, 95 lb down and 29 lb up at 24-0-0, 102 lb down and 35 lb up at 26-0-0, 102 lb down and 35 lb up at 28-0-0, 102 lb down and 35 lb up at 30-0-0, 102 lbdown and 35 lb up at 32-0-0, 102 lb down and 35 lb up at 34-0-0, 102 lb down and 35 lb up at 36-0-0, 102 lb down and 35 lb up at 38-0-0, and 102 lb down and 35 lb up at 40-0-0, and 94 lb down and 38 lb up at 42-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others.LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-9=-84, 10-17=-20Concentrated Loads (lb)Vert: 4=-14 14=-1969(B) 13=-3359(B) 7=-24 18=-14 19=-14 20=-14 21=-14 22=-14 23=-14 24=-14 25=-14 26=-14 27=-14 28=-14 29=-24 30=-24 31=-24 32=-24 33=-24 34=-24 35=-24 36=-48 39=-541(B)40=-541(B) 41=-541(B) 43=-541(B) 44=-541(B)
JobATrussJ1Truss TypeJack-OpenQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:16 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-lOSpdF_ai62hFhjkFS?ZHOW9Ct0Lok?lSfPl5Nz2inzScale = 1:38.8W1T1T2B1302#/0#138#/-98#73#/-12#1236454x4 2x4 3x6 2-10-42-10-43-11-41-1-0-1-0-01-0-02-10-42-10-43-11-41-1-01-2-145-6-46-3-115-2-125-6-418.00 12Plate Offsets (X,Y)-- [3:0-2-15,Edge]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MR0.600.200.00DEFL.Vert(LL)Vert(TL)Horz(TL)in0.03-0.03-0.16(loc)5-65-64l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 15 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals, and2-0-0 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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 6=302/0-5-8 (min. 0-1-8), 4=138/Mechanical, 5=45/MechanicalMax Horz6=161(LC 8)Max Uplift4=-98(LC 8), 5=-12(LC 8)Max Grav6=302(LC 1), 4=138(LC 1), 5=73(LC 3)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-6=-272/0NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5.8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussJ2Truss TypeJack-OpenQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:16 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-lOSpdF_ai62hFhjkFS?ZHOWDit1Tok?lSfPl5Nz2inzScale = 1:28.6W1T1T2B1302#/0#140#/-50#73#/0#1236453x4 2x4 3x6 1-8-151-8-153-11-42-2-5-1-0-01-0-01-8-151-8-153-11-42-2-51-2-143-10-44-7-113-6-123-10-418.00 12Plate Offsets (X,Y)-- [3:0-2-13,Edge]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MR0.380.130.00DEFL.Vert(LL)Vert(TL)Horz(TL)in0.02-0.030.10(loc)5-65-64l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 14 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals, and2-0-0 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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 6=302/0-5-8 (min. 0-1-8), 4=140/Mechanical, 5=43/MechanicalMax Horz6=110(LC 8)Max Uplift4=-50(LC 5)Max Grav6=302(LC 1), 4=140(LC 1), 5=73(LC 3)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-6=-270/29NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4.8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussJ3Truss TypeJack-OpenQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:18 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-Db0Brb?CTPAYsrIwp9Wopb3PdGMWXBFvgJ8Idoz2inyScale = 1:18.3W1T1T2B1275#/-66#147#/-44#73#/0#12367 489 52x4 2x4 3x6 NAILEDNAILED0-7-90-7-91-11-101-4-12-0-00-0-63-11-41-11-4-1-0-01-0-00-7-90-7-92-0-01-4-73-11-41-11-41-2-142-2-42-11-111-10-122-2-418.00 12Plate Offsets (X,Y)-- [3:0-2-15,Edge]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-MR0.300.140.00DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.01-0.030.06(loc)5-65-64l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 13 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals, and2-0-0 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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 6=275/0-5-8 (min. 0-1-8), 4=141/Mechanical, 5=39/MechanicalMax Horz6=60(LC 8)Max Uplift6=-66(LC 8), 4=-44(LC 5)Max Grav6=275(LC 1), 4=147(LC 20), 5=73(LC 3)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-6=-269/52NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4.8) 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 3-12d (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) 131 lb up at 0-7-9 on bottom chord. The design/selection of suchconnection device(s) is the responsibility of others.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) StandardContinued on page 2
JobATrussJ3Truss TypeJack-OpenQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:18 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-hnaa2x?qEjIOU?t6Nt11MpbaMgilGeV2vzus9Gz2inxLOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-2=-84, 2-3=-84, 3-4=-84, 5-6=-20Concentrated Loads (lb)Vert: 8=35 9=-5(B)
JobATrussJ4Truss TypeJack-OpenQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:18 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-hnaa2x?qEjIOU?t6Nt11MpbdmgkfGeV2vzus9Gz2inxScale = 1:17.6T1B1HW156#/-30#206#/-7#33#/0#206#/-7#12343x5 1-11-41-11-4-1-0-01-0-01-11-41-11-40-6-142-2-42-9-151-8-72-2-410.00 12Plate Offsets (X,Y)-- [2:0-0-9,0-0-11], [2:0-1-3,0-4-3], [2:0-2-8,0-0-11]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MP0.080.020.00DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.00-0.00-0.00(loc)773l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 7 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEDGELeft: 2x4 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 3=56/Mechanical, 2=206/0-5-8 (min. 0-1-8), 4=22/MechanicalMax Horz2=70(LC 8)Max Uplift3=-30(LC 8), 2=-7(LC 8)Max Grav3=56(LC 1), 2=206(LC 1), 4=33(LC 3)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.LOAD CASE(S) Standard
JobATrussJ5Truss TypeJack-Open GirderQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:19 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-9z8yFH0S?1QF69SJwaYGu08eC4?i?5lC8ddPhiz2inwScale = 1:19.2W1T2B1403#/-37#223#/-64#110#/0#12367 8 49 10 53x8 3x6 NAILED NAILEDNAILED NAILED2-0-02-0-02-11-100-11-104-0-01-0-65-11-41-11-4-1-0-01-0-00-11-130-11-132-0-01-0-34-0-02-0-05-11-41-11-40-10-102-1-62-11-61-9-142-1-615.00 12Plate Offsets (X,Y)-- [2:0-1-9,0-1-4], [3:0-3-2,0-1-3], [6:0-0-0,0-1-4]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-MR0.740.350.00DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.06-0.150.21(loc)5-65-64l/defl>999>467n/aL/d240180n/aPLATESMT20Weight: 17 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals, and2-0-0 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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 6=403/0-5-8 (min. 0-1-8), 4=222/Mechanical, 5=71/MechanicalMax Horz6=65(LC 8)Max Uplift6=-37(LC 8), 4=-64(LC 5)Max Grav6=403(LC 1), 4=223(LC 20), 5=110(LC 3)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-6=-356/81NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4.8) 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 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 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) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Continued on page 2
JobATrussJ5Truss TypeJack-Open GirderQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:20 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-dAhKTd14mKY6jI1VUI4VREhpyULxkY?LMHNyE8z2invLOAD CASE(S) StandardUniform Loads (plf)Vert: 1-2=-84, 2-3=-84, 3-4=-84, 5-6=-20Concentrated Loads (lb)Vert: 9=-2(B) 10=-2(B)
JobATrussJ6Truss TypeJack-OpenQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:20 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-dAhKTd14mKY6jI1VUI4VREhrxULOkY?LMHNyE8z2invScale = 1:33.4W1T1T2B1402#/-5#219#/-61#110#/0#1236453x8 9x10 MT18HS2-3-132-3-135-11-43-7-7-1-0-01-0-02-3-132-3-135-11-43-7-70-10-103-9-64-7-615.00 12Plate Offsets (X,Y)-- [2:0-1-9,0-1-4], [3:0-6-6,0-1-1], [6:0-0-0,0-1-4]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MR0.620.330.00DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.06-0.150.40(loc)5-65-64l/defl>999>458n/aL/d240180n/aPLATESMT20MT18HSWeight: 18 lb FT = 20%GRIP197/144197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals, and2-0-0 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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 6=402/0-5-8 (min. 0-1-8), 4=219/Mechanical, 5=72/MechanicalMax Horz6=115(LC 8)Max Uplift6=-5(LC 8), 4=-61(LC 5)Max Grav6=402(LC 1), 4=219(LC 1), 5=110(LC 3)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-6=-359/56NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Provide adequate drainage to prevent water ponding.4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 4%6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.8) Refer to girder(s) for truss to truss connections.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4.10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussJ7Truss TypeJack-OpenQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:21 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-5MFigz2iWegzLSch2?bk_RD3JueqT_ZVbx6Wmbz2inuScale = 1:42.1W1T1T2B1W2402#/0#146#/-29#145#/-51#12376453x8 4x4 2x3 3-7-133-7-135-11-42-3-7-1-0-01-0-03-7-133-7-135-11-42-3-70-10-105-5-66-3-65-1-145-5-615.00 12Plate Offsets (X,Y)-- [2:0-1-9,0-1-4], [3:0-1-12,0-2-0], [7:0-0-0,0-1-4]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MP0.390.570.11DEFL.Vert(LL)Vert(TL)Horz(TL)in0.13-0.220.33(loc)6-76-74l/defl>524>318n/aL/d240180n/aPLATESMT20Weight: 23 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals, and2-0-0 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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 7=402/0-5-8 (min. 0-1-8), 4=146/Mechanical, 5=145/MechanicalMax Horz7=166(LC 8)Max Uplift4=-29(LC 5), 5=-51(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-7=-296/0NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5.8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussJ8Truss TypeJack-OpenQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:22 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-ZYp4uJ2LHyoqzcBuci6zWfmBdH0mCSUeqbs3I1z2intScale = 1:53.4W1T1T2B1404#/0#209#/-129#109#/-7#1236455x8 5x8 2-11-102-11-105-11-42-11-10-1-0-01-0-04-11-134-11-135-11-40-11-70-10-107-1-67-11-66-9-147-1-615.00 12Plate Offsets (X,Y)-- [2:0-2-3,0-1-12], [3:0-4-14,0-1-9], [6:0-0-0,0-1-12]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MR0.610.400.00DEFL.Vert(LL)Vert(TL)Horz(TL)in0.11-0.160.29(loc)5-65-64l/defl>601>435n/aL/d240180n/aPLATESMT20Weight: 20 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x4 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals, and2-0-0 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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 6=404/0-5-8 (min. 0-1-8), 4=209/Mechanical, 5=80/MechanicalMax Horz6=215(LC 8)Max Uplift4=-129(LC 8), 5=-7(LC 8)Max Grav6=404(LC 1), 4=209(LC 1), 5=109(LC 3)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-6=-369/4NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=129.8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.LOAD CASE(S) Standard
JobATrussJ9Truss TypeJack-OpenQty3Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:23 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-1kNT5f3z2Fwhamm49QdC3sJM7hMaxvkn3FbdqTz2insScale = 1:57.3W1T1B1404#/0#228#/-177#109#/-10#125346x10 MT18HS5-11-45-11-4-1-0-01-0-05-11-45-11-40-10-108-3-119-1-117-8-38-3-1115.00 12Plate Offsets (X,Y)-- [2:0-2-3,0-1-12], [5:0-0-0,0-1-12]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MR0.620.420.00DEFL.Vert(LL)Vert(TL)Horz(TL)in0.12-0.16-0.09(loc)4-54-53l/defl>562>435n/aL/d240180n/aPLATESMT18HSWeight: 20 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x4 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied, 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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 5=404/0-5-8 (min. 0-1-8), 3=209/Mechanical, 4=80/MechanicalMax Horz5=246(LC 8)Max Uplift3=-177(LC 8), 4=-10(LC 8)Max Grav5=404(LC 1), 3=228(LC 15), 4=109(LC 3)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-5=-369/0, 2-3=-251/148NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=177.LOAD CASE(S) Standard
JobATrussJ10Truss TypeJack-OpenQty4Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:24 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-WxxrJ_4bpZ2YCwKGj78Rb4rfF5n1gM_xHvLANwz2inrScale = 1:17.6T1B160#/-31#206#/-10#34#/0#206#/-10#12343x4 1-11-41-11-4-1-0-01-0-01-11-41-11-40-6-02-1-62-9-151-7-92-1-610.00 12LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MP0.080.020.00DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.00-0.00-0.00(loc)74-73l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 7 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 3=60/Mechanical, 2=206/0-5-8 (min. 0-1-8), 4=19/MechanicalMax Horz2=70(LC 8)Max Uplift3=-31(LC 8), 2=-10(LC 8)Max Grav3=60(LC 1), 2=206(LC 1), 4=34(LC 3)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.LOAD CASE(S) Standard
JobATrussK1Truss TypeGABLEQty1Ply3 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:26 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-SJ3bjg6rLAIGRDUfrYBvhVxzHvMF86pElDqHRoz2inpScale = 1:125.4T1T2B1W1W2W3HW1W5W4ST15ST13ST14ST11ST12ST9ST10ST7ST8ST5ST6ST3ST4ST2ST1ST16ST17ST185764#/-506# 6721#/0#1234568 740 41 42 4344 4546 4748494x10 4x4 2x4 10x10 4x6 4x6 3x4 2x4 2x4 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 LUS26LUS26LUS26LUS28LUS28HGUS28-2HUS28HUS281-6-01-6-02-8-121-2-123-6-00-9-45-6-02-0-07-6-02-0-09-0-131-6-139-6-00-5-310-7-91-1-912-6-01-10-714-6-02-0-016-6-02-0-04-7-114-7-119-0-134-5-313-6-04-5-316-6-03-0-00-11-1412-2-149-8-1410.00 12Plate Offsets (X,Y)-- [1:0-5-0,0-2-4], [5:0-2-0,0-0-0], [5:0-2-0,0-1-12], [7:Edge,0-2-4], [8:0-1-4,0-0-0], [8:0-0-6,0-0-0], [8:0-3-4,0-6-0], [20:0-4-0,0-1-9], [34:0-1-8,0-0-12], [37:0-1-8,0-0-12], [38:0-1-8,0-0-12]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.240.490.68DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.13-0.230.01(loc)1-81-87l/defl>999>871n/aL/d240180n/aPLATESMT20Weight: 443 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x8 SP 2400F 2.0EWEBS 2x4 SPF No.2 *Except* W1: 2x3 SPF Stud, W2,W5: 2x3 SPF No.2OTHERS 2x3 SPF Stud *Except* ST15,ST14,ST9,ST18: 2x3 SPF No.2SLIDER Left 2x6 SPF 1650F 1.5E 2-11-10BRACING-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 6-7REACTIONS.(lb/size) 1=5764/0-5-8 (min. 0-3-0), 7=6721/0-5-8 (min. 0-3-8)Max Horz1=322(LC 31)Max Uplift1=-506(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-5042/390, 2-3=-4838/416, 3-4=-4781/421, 4-5=-4774/573BOT CHORD 1-40=-429/3764, 40-41=-429/3764, 41-42=-429/3764, 42-43=-429/3764, 43-44=-429/3764, 8-44=-429/3764, 8-45=-163/1023, 45-46=-163/1023, 46-47=-163/1023, 47-48=-163/1023, 48-49=-163/1023, 7-49=-163/1023WEBS 3-8=-372/247, 4-8=-378/202, 5-8=-805/7242, 5-7=-4229/444NOTES-1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 oc.Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided todistribute only loads noted as (F) or (B), unless otherwise indicated.3) Unbalanced roof live loads have been considered for this design.4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.605) 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 1.6) All plates are 2x3 MT20 unless otherwise indicated.7) Gable studs spaced at 1-4-0 oc.Continued on page 2
JobATrussK1Truss TypeGABLEQty1Ply3 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:26 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-SJ3bjg6rLAIGRDUfrYBvhVxzHvMF86pElDqHRoz2inpNOTES-8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=506.11) Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-6-0 from the left end to 5-6-0 to connect truss(es) A3 (1 ply 2x4 SPF), A4 (1 ply 2x4SPF), A5 (1 ply 2x4 SPF) to front face of bottom chord. 12) Use Simpson Strong-Tie LUS28 (6-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 7-6-0 from the left end to 9-6-0 to connect truss(es) A6 (1 ply 2x4 SPF) to front face ofbottom chord. 13) Use Simpson Strong-Tie HGUS28-2 (36-10d Girder, 12-10d Truss) or equivalent at 10-7-9 from the left end to connect truss(es) H4 (2 ply 2x6 SPF) to front face of bottom chord. 14) Use Simpson Strong-Tie HUS28 (22-10d Girder, 8-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 12-6-0 from the left end to 14-6-0 to connect truss(es) H2 (1 ply 2x4 SPF) to frontface of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber.16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1100 lb down and 104 lb up at 2-8-12 on bottom chord. The design/selection of such connection device(s) is theresponsibility of others.17) Studding applied to ply: 1(Front)LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-5=-84, 5-6=-84, 1-7=-20Concentrated Loads (lb)Vert: 40=-937(F) 41=-1100(B) 42=-937(F) 43=-937(F) 44=-1137(F) 45=-1137(F) 46=697(F) 47=-2647(F) 48=-2647(F)
JobATrussM1Truss TypeValleyQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:27 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-wWczx06T6UQ73N3rOGi8DiT4IInhtgsN_tZq_Ez2inoScale = 1:73.8T1W1B1ST11235 43x4 2x4 2x4 2x3 2x3 7-11-67-11-60-0-49-11-415.00 12LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-P0.480.160.25DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a-0.00(loc) - - 4l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 37 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x4 SPF No.2OTHERS 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 3-4MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=141/7-11-3 (min. 0-1-8), 4=154/7-11-3 (min. 0-1-8), 5=486/7-11-3 (min. 0-1-8)Max Horz1=275(LC 5)Max Uplift1=-98(LC 6), 4=-107(LC 5), 5=-266(LC 8)Max Grav1=253(LC 16), 4=245(LC 15), 5=587(LC 15)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-308/272, 2-3=-261/138WEBS 2-5=-421/322NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers, with BCDL = 10.0psf.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=107, 5=266.LOAD CASE(S) Standard
JobATrussN1Truss TypeCommonQty9Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:28 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-OiAM8M75toY_hXe1yzDNmw0Mki9bc9YWCXJOWhz2innScale = 1:43.9T1T2B1HW2W1W2W3W4W3W5W6114#/-21#128#/0#219#/-54# 211#/-74# 187#/-10# 175#/0# 143#/-47#198#/-90# 128#/0#1234567891017 16 151413 12 113x4 4x4 3x5 3x4 2-0-02-0-03-11-41-11-46-0-02-0-127-0-01-0-08-0-01-0-09-9-101-9-1011-0-01-2-613-0-122-0-122-0-02-0-03-11-41-11-46-0-02-0-127-0-01-0-08-0-01-0-09-9-101-9-1011-0-01-2-613-0-122-0-125-10-00-9-610.00 12Plate Offsets (X,Y)-- [1:0-3-6,Edge]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.050.050.09DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.00-0.000.00(loc)112210l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 54 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudSLIDER Right 2x4 SPF No.2 1-6-0BRACING-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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 0-1-8 except (jt=length) 1=0-4-12, 12=0-4-12.(lb) - Max Horz1=108(LC 5)Max Uplift All uplift 100 lb or less at joint(s) 1, 17, 16, 15, 12, 11Max Grav All reactions 250 lb or less at joint(s) 1, 10, 17, 16, 15, 13, 12, 11FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) All plates are 2x3 MT20 unless otherwise indicated.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10, 17, 16, 15, 13, 11.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 17, 16, 15, 12, 11.LOAD CASE(S) Standard
JobATrussN2Truss TypeCommonQty12Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:30 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-K5I6Z29MPPoiwroQ4OFrrL5gcWqH43upgroUaZz2inlScale = 1:47.3T1T2B1W5W1W2W3W4W3122#/-49#106#/-36#216#/-55# 209#/-77# 222#/-37# 218#/-4#123456713 12 11109 83x4 4x4 2x4 2x4 2-0-02-0-03-11-41-11-46-0-02-0-127-0-01-0-08-0-01-0-010-0-02-0-02-0-02-0-03-11-41-11-46-0-02-0-127-0-01-0-08-0-01-0-010-0-02-0-05-10-03-4-010.00 12Plate Offsets (X,Y)-- [1:0-3-6,Edge]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.090.030.10DEFL.Vert(LL)Vert(TL)Horz(TL)in0.00-0.00-0.00(loc)108-98l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 43 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudBRACING-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.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 0-1-8 except (jt=length) 1=0-4-12, 8=0-4-12.(lb) - Max Horz1=140(LC 5)Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 13, 12, 11, 9Max Grav All reactions 250 lb or less at joint(s) 1, 8, 13, 12, 11, 9FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) All plates are 2x3 MT20 unless otherwise indicated.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13, 12, 11, 9.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 13, 12, 11, 9.LOAD CASE(S) Standard
JobATrussN3Truss TypeCommon Supported GableQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:31 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-K5I6Z29MPPoiwroQ4OFrrL5hbWqf426pgroUaYz2inlScale: 1/8"=1'W1T1T2W2B1ST5ST4ST3ST2ST1ST41234567816 15 14 13 12 11 10 92x4 2x4 4x4 2x4 2x4 9-2-89-2-86-7-46-7-49-2-82-7-46-8-1312-2-1410-0-1310.00 12LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.030.010.15DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 9l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 85 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF Stud *Except* W2: 2x3 SPF No.2OTHERS 2x3 SPF No.2BRACING-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 8-9, 6-11, 5-12, 4-13, 3-14, 7-10MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 9-2-8.(lb) - Max Grav All reactions 250 lb or less at joint(s) 16, 9, 11, 12, 13, 14, 15, 10FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Unbalanced roof live loads have been considered for this design.2) All plates are 2x3 MT20 unless otherwise indicated.3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.LOAD CASE(S) Standard
JobATrussN4Truss TypeJack-Open Supported GableQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:31 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-oHsUnO9_AjxYY?Ncd5m4NYesOwAtpVYzuVX270z2inkScale = 1:63.2W1T1W2B1ST2ST135#/0# 54#/0#148#/0#117#/0#12348 7 6 52x4 2x4 2x4 2x4 2x3 2x3 2x3 2x3 3-7-43-7-46-8-139-8-1410.00 12LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.030.010.14DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 5l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 34 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF Stud *Except* W2: 2x3 SPF No.2OTHERS 2x3 SPF Stud *Except* ST2: 2x3 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 4-5, 3-6MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 3-7-4.(lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 6, 7FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).3) Gable studs spaced at 1-4-0 oc.4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.LOAD CASE(S) Standard
JobATrussR1Truss TypeCommonQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:32 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-HTQs_jAcx03P98ypBpHJwmBrTJN4Ywk679HbfSz2injScale = 1:49.7T1T2B1W1HW1HW2701#/-25#791#/-46#701#/-25#791#/-46#12345614 154x10 4x4 4x6 2x3 4x4 7-0-07-0-013-6-86-6-8-1-0-01-0-07-0-07-0-013-6-86-6-80-6-146-4-147-0-90-11-710.00 12Plate Offsets (X,Y)-- [2:0-0-9,0-0-11], [2:0-1-3,0-4-3], [3:0-2-0,0-1-8], [5:0-3-8,Edge]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.770.590.21DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.14-0.23-0.04(loc)6-136-135l/defl>999>697n/aL/d240180n/aPLATESMT20Weight: 45 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudWEDGELeft: 2x4 SPF No.2SLIDER Right 2x6 SPF 1650F 1.5E 1-6-0BRACING-TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 5=701/Mechanical, 2=791/0-5-8 (min. 0-1-8)Max Horz2=123(LC 5)Max Uplift5=-25(LC 9), 2=-46(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-761/81, 3-4=-740/82, 4-5=-262/234BOT CHORD 2-14=-2/497, 6-14=-2/497, 6-15=-2/497, 5-15=-2/497WEBS 3-6=0/349NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers, with BCDL = 10.0psf.5) Refer to girder(s) for truss to truss connections.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 5 and 46 lb uplift at joint 2.LOAD CASE(S) Standard
JobATrussR2Truss TypeCommonQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:33 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-lg_FC3BEiKBGnIW?lWpYTzj1OjjJHNlGMp08Buz2iniScale = 1:49.7T1T1B1W1HW1HW1812#/-47#812#/-47#812#/-47#812#/-47#12345613 144x6 4x6 2x3 4x4 7-0-07-0-014-0-07-0-0-1-0-01-0-07-0-07-0-014-0-07-0-015-0-01-0-00-6-146-4-147-0-90-6-1410.00 12Plate Offsets (X,Y)-- [2:0-0-9,0-0-11], [2:0-1-3,0-4-3], [3:0-2-0,0-1-8], [4:0-1-3,0-4-3], [4:0-0-9,0-0-11]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.760.590.22DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.13-0.210.03(loc)6-96-92l/defl>999>791n/aL/d240180n/aPLATESMT20Weight: 46 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudWEDGELeft: 2x4 SPF No.2, Right: 2x4 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 2=812/0-5-8 (min. 0-1-8), 4=812/0-5-8 (min. 0-1-8)Max Horz2=-129(LC 6)Max Uplift2=-47(LC 8), 4=-47(LC 9)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-801/81, 3-4=-801/81BOT CHORD 2-13=0/539, 6-13=0/539, 6-14=0/539, 4-14=0/539WEBS 3-6=0/372NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers, with BCDL = 10.0psf.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 2 and 47 lb uplift at joint 4.LOAD CASE(S) Standard
JobATrussR3Truss TypeCommon GirderQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:35 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-h25?clDUDxR_0cgNsxr0YOpVKXULlGIYp7VFGnz2ingScale = 1:51.7T1T1B1W2W1W2W1HW1HW11054#/-192#1054#/-192#1054#/-192#1054#/-192#12345679 816171819202122 23 24 25 26 273x6 3x6 3x4 4x4 2x3 3x4 2x3 NAILEDNAILEDNAILED NAILEDNAILEDNAILEDNAILEDNAILED NAILEDNAILEDNAILEDNAILED2-0-02-0-04-0-02-0-04-9-40-9-46-0-01-2-128-0-02-0-09-2-121-2-1210-0-00-9-412-0-02-0-014-0-02-0-0-1-0-01-0-02-0-02-0-03-7-151-7-154-0-00-4-16-0-02-0-07-0-01-0-08-0-01-0-010-0-02-0-010-4-10-4-112-0-01-7-1514-0-02-0-015-0-01-0-00-6-146-4-147-0-90-6-1410.00 12Plate Offsets (X,Y)-- [2:0-0-9,0-0-11], [2:0-1-3,0-4-3], [2:0-3-0,0-0-11], [4:0-1-8,0-2-0], [6:0-1-3,0-4-3], [6:0-3-0,0-0-11], [6:0-0-9,0-0-11]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.220.300.28DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.03-0.060.02(loc)8-98-96l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 56 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudWEDGELeft: 2x4 SPF No.2, Right: 2x4 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 5-2-15 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 2=1054/0-5-8 (min. 0-1-10), 6=1054/0-5-8 (min. 0-1-10)Max Horz2=-129(LC 6)Max Uplift2=-192(LC 8), 6=-192(LC 9)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-16=-1197/282, 3-16=-1074/275, 3-17=-1094/316, 17-18=-957/304, 4-18=-895/261, 4-19=-895/261, 19-20=-957/304, 5-20=-1094/316, 5-21=-1074/275, 6-21=-1197/282BOT CHORD 2-22=-212/841, 22-23=-212/841, 9-23=-212/841, 9-24=-141/576, 24-25=-141/576, 8-25=-141/576, 8-26=-172/841, 26-27=-172/841, 6-27=-172/841WEBS 4-8=-130/469, 5-8=-319/168, 4-9=-129/469, 3-9=-319/168NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 2 and 192 lb uplift at joint 6.6) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) 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) StandardContinued on page 2
JobATrussR3Truss TypeCommon GirderQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:35 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-h25?clDUDxR_0cgNsxr0YOpVKXULlGIYp7VFGnz2ingLOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-4=-84, 4-7=-84, 10-13=-20Concentrated Loads (lb)Vert: 16=-63(F) 17=-56(F) 18=-54(F) 19=-54(F) 20=-56(F) 21=-63(F) 22=-22(F) 23=-23(F) 24=-25(F) 25=-25(F) 26=-23(F) 27=-22(F)
JobATrussS1Truss TypeCommonQty7Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:36 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-9FfNq5D7_FZremFaQfMF4cLbYxmsUi3i2mFpoDz2infScale = 1:80.6T1T1B1W2W1W2W1B21280#/-67#1280#/-67#1280#/-67#1280#/-67#123456710 9 8173x5 3x6 3x4 4x6 2x3 3x4 2x3 3x5 7-8-137-8-1315-3-37-6-623-0-07-8-13-1-0-01-0-05-10-45-10-411-6-05-7-1217-1-125-7-1223-0-05-10-424-0-01-0-00-6-010-1-010-9-90-6-010.00 12Plate Offsets (X,Y)-- [8:0-1-12,0-1-8], [10:0-1-12,0-1-8]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.510.530.38DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.18-0.260.03(loc)8-108-106l/defl>999>999n/aL/d240180n/aPLATESMT20Weight: 89 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF No.2 *Except* W1: 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 2=1280/0-5-8 (min. 0-2-0), 6=1280/0-5-8 (min. 0-2-0)Max Horz2=-202(LC 6)Max Uplift2=-67(LC 8), 6=-67(LC 9)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1537/89, 3-4=-1371/180, 4-5=-1371/180, 5-6=-1537/89BOT CHORD 2-10=-94/1122, 9-10=0/733, 9-17=0/733, 8-17=0/733, 6-8=-3/1077WEBS 4-8=-126/665, 5-8=-439/218, 4-10=-126/671, 3-10=-439/218NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers, with BCDL = 10.0psf.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 2 and 67 lb uplift at joint 6.LOAD CASE(S) Standard
JobATrussS3Truss TypeHip GirderQty1Ply2 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:37 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-dRDl1REllZhiGwqm_MtUdpunpK0RD3VrHQ_MKfz2ineScale = 1:30.8T1T2T3B1W1 W2 W1 W2 W1 W2 W1 W2 W1B2B3 B36883#/-283#7179#/-373#6883#/-283#7179#/-373#234561141312111098723 24 25 26 27 2829 30315x8 10x16 MT20HS12x16 4x8 6x6 2x4 7x14 MT18HS3x5 2x4 4x8 3x5 7x14 MT18HS2x4 SpecialLUS24 HHUS26-2 LUS26 LUS26LUS26LUS26LUS26LUS26 LUS261-11-141-11-146-9-94-9-1111-6-04-8-716-2-74-8-721-0-24-9-1123-0-01-11-14-1-0-01-0-01-11-141-11-144-0-02-0-25-10-71-10-76-9-90-11-211-6-04-8-716-2-74-8-721-0-24-9-1121-11-40-11-223-0-01-0-120-6-02-1-140-6-02-1-1410.00 12Plate Offsets (X,Y)-- [1:0-2-2,0-2-14], [2:1-0-8,0-5-8], [3:0-3-0,0-1-8], [4:0-2-4,0-2-8], [5:0-3-0,0-1-8], [6:0-10-0,0-6-4], [7:0-2-0,0-2-0], [10:0-3-8,0-3-8], [12:0-5-8,0-3-8]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.480.830.75DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.46-0.820.14(loc)11117l/defl>594>336n/aL/d240180n/aPLATESMT20MT20HSMT18HSWeight: 338 lb FT = 20%GRIP197/144148/108197/144LUMBER-TOP CHORD 2x8 SP 2400F 2.0E *Except* T2: 2x10 SP 2400F 2.0E, T3: 2x6 SPF 1650F 1.5EBOT CHORD 2x6 SP 2700F 2.2E *Except* B1: 2x6 SPF 1650F 1.5EWEBS 2x3 SPF Stud *Except* W2: 2x4 SPF 2100F 1.8EBRACING-TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins, except 2-0-0 oc purlins (5-4-10 max.): 2-6.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS.(lb/size) 1=6883/0-5-8 (min. 0-5-6), 7=7179/(0-5-8 + bearing block) (req. 0-5-10)Max Horz1=31(LC 5)Max Uplift1=-283(LC 5), 7=-373(LC 4)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-11241/506, 2-23=-22506/1263, 23-24=-22506/1263, 3-24=-22506/1263, 3-25=-22506/1263, 25-26=-22506/1263, 4-26=-22506/1263, 4-27=-20425/1118, 27-28=-20425/1118, 5-28=-20425/1118, 5-29=-20437/1120, 29-30=-20418/1119, 6-30=-20397/1119, 6-31=-9702/521, 7-31=-10401/550BOT CHORD 1-14=-427/8912, 13-14=-426/8938, 12-13=-426/8938, 11-12=-1408/25199, 10-11=-1408/25199, 9-10=-404/7744, 8-9=-406/7736, 7-8=-406/7736WEBS 2-14=0/392, 2-12=-897/14259, 3-12=-3641/306, 4-12=-2840/162, 4-10=-5031/307, 5-10=-2830/217, 6-10=-752/13395NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x10 - 2 rows staggered at 0-3-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc.Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, Except member 3-12 2x3 - 1 row at 0-7-0 oc, 2x4 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided todistribute only loads noted as (F) or (B), unless otherwise indicated.3) 2x6 SP 2700F 2.2E bearing block 12" long at jt. 7 attached to each face with 3 rows of 10d (0.131"x3") nails spaced 3" o.c. 12 Total fasteners per block. Bearing is assumed tobe SPF 1650F 1.5E.4) Unbalanced roof live loads have been considered for this design.5) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.606) Provide adequate drainage to prevent water ponding.Continued on page 2
JobATrussS3Truss TypeHip GirderQty1Ply2 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:37 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-dRDl1REllZhiGwqm_MtUdpunpK0RD3VrHQ_MKfz2ineNOTES-7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 283 lb uplift at joint 1 and 373 lb uplift at joint 7.11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.12) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 4-0-0 from the left end to connect truss(es) T5 (1 ply 2x4 DF) to front face of top chord. 13) Use Simpson Strong-Tie HHUS26-2 (14-16d Girder, 6-16d Truss) or equivalent at 5-10-7 from the left end to connect truss(es) T4 (2 ply 2x4 SPF) to front face of top chord. 14) Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-0-0 from the left end to 20-0-0 to connect truss(es) T1 (1 ply 2x4 SPF) to front face of top chord. 15) Fill all nail holes where hanger is in contact with lumber.16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 389 lb down at 1-11-14, and 1054 lb down and 84 lb up at 21-11-4 on top chord. The design/selection of suchconnection device(s) is the responsibility of others.LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 2-17=-84, 2-6=-84, 6-21=-84, 1-7=-20Concentrated Loads (lb)Vert: 2=-345(F) 5=-968(F) 23=-345(F) 24=-3249(F) 25=-968(F) 26=-968(F) 27=-968(F) 28=-968(F) 29=-968(F) 30=-968(F) 31=-992
JobATrussT1Truss TypeCommonQty7Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:38 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-5dn7FnFNWspZt3PyY4OjA1QvxkL5yZh?V4kvs6z2indScale = 1:120.2T1T2B1W3W4W5W6W1W2W8W7B21052#/-65#1197#/-68#12345611109 8 712 13 144x4 2x4 3x6 3x4 3x4 4x8 3x8 4x4 6x10 MT18HS3x4 5-1-85-1-810-0-84-11-020-6-810-6-05-1-85-1-810-0-84-11-015-2-45-1-1220-6-85-4-422-0-81-6-02-0-814-7-215-5-101-5-1015.00 12Plate Offsets (X,Y)-- [1:0-2-0,0-1-0], [2:0-1-8,0-1-8], [4:0-3-4,0-1-8], [5:0-3-5,0-0-0]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.650.930.56DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.46-0.930.02(loc)7-87-87l/defl>529>261n/aL/d240180n/aPLATESMT20MT18HSWeight: 115 lb FT = 20%GRIP197/144197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF No.2 *Except* W5: 2x4 SPF No.2, W1,W2: 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.WEBS 1 Row at midpt 2-8, 3-8, 4-8, 4-7MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 11=1052/Mechanical, 7=1197/0-5-8 (min. 0-1-14)Max Horz11=-333(LC 4)Max Uplift11=-65(LC 9), 7=-68(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-972/119, 2-3=-808/217, 3-4=-820/213, 4-5=-518/191, 1-11=-998/94, 5-7=-607/213BOT CHORD 10-11=-301/340, 9-10=-301/340, 9-12=-120/668, 8-12=-120/668, 8-13=0/576, 13-14=0/576, 7-14=0/576WEBS 2-8=-303/256, 3-8=-209/694, 4-8=-296/277, 1-9=-4/537, 4-7=-714/84NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers, with BCDL = 10.0psf.6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 11 and 68 lb uplift at joint 7.LOAD CASE(S) Standard
JobATrussT2Truss TypeCommonQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:39 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-apLWS7G?HAxQVD_95nvyiEz4f8hIg?i8kkTTPYz2incScale = 1:120.2T1T2B1W3W4W5W6W1W8W7B2W21069#/-63#1215#/-69#12345611109 8 712 13 143x6 4x4 3x4 3x6 3x4 3x4 4x8 3x8 6x10 MT18HS3x4 0-2-70-2-75-4-45-1-1310-6-05-1-1221-0-010-6-05-4-45-4-410-6-05-1-1215-7-125-1-1221-0-05-4-422-6-01-6-01-5-1014-7-215-5-101-5-1015.00 12Plate Offsets (X,Y)-- [1:0-1-8,0-1-8], [2:0-1-8,0-1-8], [4:0-3-4,0-1-8], [5:0-3-1,0-0-0]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.650.940.58DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.46-0.940.02(loc)7-87-87l/defl>534>265n/aL/d240180n/aPLATESMT20MT18HSWeight: 117 lb FT = 20%GRIP197/144197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF No.2 *Except* W5: 2x4 SPF No.2, W1: 2x6 SPF 1650F 1.5E, W2: 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.WEBS 1 Row at midpt 2-8, 3-8, 4-8, 4-7MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 11=1069/0-3-0 (min. 0-1-11), 7=1215/0-5-8 (min. 0-1-14)Max Horz11=-329(LC 4)Max Uplift11=-63(LC 9), 7=-69(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-1042/119, 2-3=-836/215, 3-4=-836/214, 4-5=-520/191, 1-11=-1012/95, 5-7=-609/213BOT CHORD 10-11=-286/369, 9-10=-286/369, 9-12=-118/705, 8-12=-118/705, 8-13=0/586, 13-14=0/586, 7-14=0/586WEBS 2-8=-334/256, 3-8=-202/709, 4-8=-294/276, 4-7=-732/80, 1-9=-10/518NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 11 and 69 lb uplift at joint 7.LOAD CASE(S) Standard
JobATrussT3Truss TypeCommon Supported GableQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:40 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-20vugTGd2U3H7NZLfURBFSWGXYDdPUWIzOD0x_z2inbScale = 1:116.7W1T1 T1W1B1ST8ST7ST6ST5ST4ST3ST2ST1ST7ST6ST5ST4ST3ST2ST1B2123456789101112131415161718193736 35343332 31 30 29 28 27 26 25 24 23 22 21203x5 3x5 4x4 3x5 3x5 3x6 21-0-021-0-0-1-6-01-6-010-6-010-6-021-0-010-6-022-6-01-6-01-5-1014-7-215-5-101-5-1015.00 12Plate Offsets (X,Y)-- [2:0-3-13,0-0-0], [18:0-3-13,0-0-0], [20:0-2-4,0-1-0], [37:0-2-4,0-0-8]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.580.160.48DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.03-0.040.01(loc)191920l/defln/rn/rn/aL/d120120n/aPLATESMT20Weight: 177 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudOTHERS 2x3 SPF Stud *Except* ST8,ST7: 2x4 SPF No.2, ST6,ST5,ST4: 2x3 SPF No.2BRACING-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.WEBS 1 Row at midpt 10-28, 9-29, 8-30, 7-31, 11-27, 12-26, 13-25MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 21-0-0.(lb) - Max Horz37=-343(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 28, 29, 30, 31, 32, 33, 35, 27, 26, 25, 24, 23, 22 except 37=-342(LC 4), 20=-316(LC 5), 36=-270(LC 5), 21=-254(LC 4)Max Grav All reactions 250 lb or less at joint(s) 29, 30, 31, 32, 33, 35, 27, 26, 25, 24, 23, 22 except 37=448(LC 16), 20=427(LC 15), 28=539(LC 9), 36=303(LC 6), 21=287(LC 7)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-37=-351/250, 2-3=-280/290, 6-7=-127/292, 7-8=-105/338, 8-9=-84/402, 9-10=-60/387, 10-11=-48/379, 11-12=-65/393, 12-13=-87/330, 13-14=-109/283, 17-18=-259/269, 18-20=-336/232WEBS 10-28=-523/32NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1.4) All plates are 2x3 MT20 unless otherwise indicated.5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).7) Gable studs spaced at 1-4-0 oc.8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.Continued on page 2
JobATrussT3Truss TypeCommon Supported GableQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:41 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-WCTGtoHFpnB8kX8XDCyQnf2RHxZs8xlRC2yaTQz2inaNOTES-10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 29, 30, 31, 32, 33, 35, 27, 26, 25, 24, 23, 22 except (jt=lb) 37=342, 20=316, 36=270, 21=254.LOAD CASE(S) Standard
JobATrussT4Truss TypeHalf HipQty1Ply2 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:42 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-_O0e48Iua5J?MhiknvTfKtbduLn?tJIaQii7?tz2inZScale = 1:29.4T1T2W8B1W3W4 W5 W6W7W1W2T3B23915#/-374#3333#/-306#1234 5611109873x4 7x8 4x8 3x4 3x12 MT18HS3x6 4x10 3x4 3x4 4x8 6x10 MT18HS6-11-06-11-013-7-86-8-820-6-86-11-00-6-30-6-38-9-48-3-114-6-105-9-620-6-85-11-142-0-82-8-415.00 12Plate Offsets (X,Y)-- [2:0-6-4,0-3-4], [3:0-1-12,0-1-8], [4:0-3-8,0-2-0], [6:Edge,0-2-8], [8:0-1-12,0-1-8], [9:0-2-8,0-2-0]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15NOMNSRC2015/TPI2007CSI.TCBCWBMatrix-MS0.520.680.78DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.26-0.450.10(loc)8-98-97l/defl>939>538n/aL/d240180n/aPLATESMT20MT18HSWeight: 176 lb FT = 20%GRIP197/144197/144LUMBER-TOP CHORD 2x6 SPF 1650F 1.5E *Except* T1: 2x4 SPF No.2BOT CHORD 2x4 SPF No.2 *Except* B2: 2x4 SPF 2100F 1.8EWEBS 2x3 SPF Stud *Except* W3: 2x4 SPF 1650F 1.5E, W7: 2x4 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 2-6.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 4-7REACTIONS.(lb/size) 7=3915/0-5-8 (min. 0-3-1), 11=3333/MechanicalMax Horz11=66(LC 5)Max Uplift7=-374(LC 5), 11=-306(LC 5)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-8641/791, 3-4=-8508/794, 6-7=-723/103BOT CHORD 10-11=-123/688, 9-10=-123/688, 8-9=-1093/10855, 7-8=-792/8008WEBS 2-9=-761/8457, 3-9=-3540/448, 3-8=-2599/313, 4-8=-49/1345, 4-7=-8514/833, 2-11=-3353/444NOTES-1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc.Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided todistribute only loads noted as (F) or (B), unless otherwise indicated.3) Unbalanced roof live loads have been considered for this design.4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.605) Provide adequate drainage to prevent water ponding.6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.9) Refer to girder(s) for truss to truss connections.Continued on page 2
JobATrussT4Truss TypeHalf HipQty1Ply2 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:42 2018 Page 2 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-_O0e48Iua5J?MhiknvTfKtbduLn?tJIaQii7?tz2inZNOTES-10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=374, 11=306.11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2800 lb down and 265 lb up at 8-9-4 on top chord. The design/selection of such connection device(s) is theresponsibility of others.LOAD CASE(S) Standard1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-2=-84, 2-3=-84, 3-6=-284, 7-11=-20Concentrated Loads (lb)Vert: 3=-2800
JobATrussT5Truss TypeRoof SpecialQty2Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:42 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-_O0e48Iua5J?MhiknvTfKtbioLqqtNJaQii7?tz2inZScale = 1:92.4T1W4B1W3W1W2532#/-301#481#/0#1235 46 72x4 2x4 3x4 3x4 3x4 8-6-08-6-04-3-04-3-08-6-04-3-02-0-812-8-015.00 12Plate Offsets (X,Y)-- [2:0-1-8,0-1-8]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-MP0.210.500.52DEFL.Vert(LL)Vert(TL)Horz(TL)in-0.25-0.54-0.00(loc)4-54-54l/defl>402>184n/aL/d240180n/aPLATESMT20Weight: 55 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF 2100F 1.8EBOT CHORD 2x4 DF 2400F 2.0EWEBS 2x3 SPF No.2 *Except* W4: 2x4 SPF No.2, W1: 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.WEBS 1 Row at midpt 3-4MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 4=429/Mechanical, 5=429/MechanicalMax Horz5=293(LC 8)Max Uplift4=-301(LC 8)Max Grav4=532(LC 15), 5=481(LC 17)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-4=-296/283, 2-5=-338/110NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers, with BCDL = 10.0psf.4) Refer to girder(s) for truss to truss connections.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=301.LOAD CASE(S) Standard
JobATrussT6Truss TypeMonopitch Supported GableQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:43 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-Sba0IUJWLPRr_rHwKd_ut48pxlCqcuIkfMRgYJz2inYScale = 1:92.0W1T1W2B1ST6ST5ST4ST3ST2ST11234567815 14 13 12 11 10 94x6 3x4 3x4 4x4 3x4 8-6-08-6-02-0-812-8-015.00 12Plate Offsets (X,Y)-- [2:0-2-0,0-1-0], [8:0-0-7,0-1-8], [9:Edge,0-3-8], [15:0-2-10,0-1-12]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-R0.500.260.28DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a-0.00(loc) - - 9l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 71 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x4 SPF No.2OTHERS 2x3 SPF No.2 *Except* ST3,ST2,ST1: 2x3 SPF StudBRACING-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 8-9, 7-10, 6-11MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 8-6-0.(lb) - Max Horz15=353(LC 5)Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 13 except 15=-472(LC 6), 9=-200(LC 7), 12=-105(LC 8), 14=-575(LC 5)Max Grav All reactions 250 lb or less at joint(s) 9, 10, 11, 12, 13 except 15=719(LC 5), 14=491(LC 6)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-15=-294/385, 2-3=-579/407, 3-4=-273/184, 4-5=-283/190, 5-6=-263/182WEBS 3-14=-313/381, 2-15=-922/651NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) 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) All plates are 2x3 MT20 unless otherwise indicated.4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).6) Gable studs spaced at 1-4-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11, 13 except (jt=lb) 15=472, 9=200, 12=105, 14=575.LOAD CASE(S) Standard
JobATrussV1Truss TypeValleyQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:44 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-wn8PVqJ86iZic_s6uKV7PIg1r9bQLOVtu0BE4lz2inXScale = 1:50.7T1 T1B1ST112343x4 4x4 3x4 2x3 0-0-30-0-37-7-87-7-63-9-123-9-127-7-83-9-120-0-45-8-100-0-418.00 12LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-P0.300.110.09DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 3l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 28 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS 2x3 SPF StudBRACING-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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=267/7-7-3 (min. 0-1-8), 3=267/7-7-3 (min. 0-1-8), 4=203/7-7-3 (min. 0-1-8)Max Horz1=-115(LC 4)Max Uplift1=-51(LC 9), 3=-45(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.LOAD CASE(S) Standard
JobATrussV2Truss TypeValleyQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:45 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-OzinjAKmt0hZD8RIS20MyVDE8ZyV4sd16gwncCz2inWScale = 1:36.6T1 T1B1ST112343x4 4x4 3x4 2x3 0-0-30-0-35-5-115-5-82-8-142-8-145-5-112-8-140-0-44-1-40-0-418.00 12LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-P0.140.050.04DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 3l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 19 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=186/5-5-6 (min. 0-1-8), 3=186/5-5-6 (min. 0-1-8), 4=141/5-5-6 (min. 0-1-8)Max Horz1=-80(LC 4)Max Uplift1=-35(LC 9), 3=-31(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.LOAD CASE(S) Standard
JobATrussV3Truss TypeValleyQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:46 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-sAG9wWLOeKpQrI0V0lXbUjmQRyIIpJDALKgK9ez2inVScale = 1:18.2T1 T1B1ST1102#/-19# 102#/-17#77#/0#12343x4 4x4 3x4 2x3 0-0-30-0-33-3-03-2-141-7-81-7-83-3-01-7-80-0-42-5-40-0-418.00 12LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-P0.040.020.01DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 3l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 11 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=102/3-2-11 (min. 0-1-8), 3=102/3-2-11 (min. 0-1-8), 4=77/3-2-11 (min. 0-1-8)Max Horz1=-44(LC 4)Max Uplift1=-19(LC 9), 3=-17(LC 8)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.LOAD CASE(S) Standard
JobATrussV4LTruss TypeGABLEQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:47 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-LMqX8sM0PdyHTSbhZS3q1wIXAMdoYkEJa_Puh4z2inUScale = 1:71.7T1W1B1ST7ST6ST5ST4ST3ST2ST112345678917 16 15 14 13 12 11 103x4 3x4 3x4 11-11-111-11-10-0-49-11-410.00 12LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.290.130.16DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a-0.00(loc) - - 10l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 69 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x4 SPF No.2OTHERS 2x3 SPF Stud *Except* ST7,ST6: 2x3 SPF No.2BRACING-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 9-10, 8-11MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 11-11-1.(lb) - Max Horz1=280(LC 5)Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 11, 12, 13, 14, 15, 16, 17Max Grav All reactions 250 lb or less at joint(s) 1, 10, 11, 12, 13, 14, 15, 16, 17FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-274/178NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) All plates are 2x3 MT20 unless otherwise indicated.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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 11, 12, 13, 14, 15, 16, 17.LOAD CASE(S) Standard
JobATrussV5LTruss TypeValleyQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:48 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-pYOvLCNe9x484cAt7Aa3a8ratmycHBCTpe9RDXz2inTScale = 1:53.0T1W1B1ST11235 463x4 2x4 2x4 2x3 2x3 8-5-48-5-40-0-47-0-610.00 12LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-P0.810.150.17DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a-0.00(loc) - - 4l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 29 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudOTHERS 2x3 SPF StudBRACING-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.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=159/8-4-15 (min. 0-1-8), 4=151/8-4-15 (min. 0-1-8), 5=515/8-4-15 (min. 0-1-8)Max Horz1=195(LC 7)Max Uplift1=-19(LC 4), 4=-47(LC 5), 5=-152(LC 8)Max Grav1=188(LC 16), 4=211(LC 15), 5=552(LC 15)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-5=-415/212NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers, with BCDL = 10.0psf.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=152.LOAD CASE(S) Standard
JobATrussV6LTruss TypeValleyQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:49 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-HlyIYYNHwFC?iml4ht5I6LOrTAHG0gAc1Iu?lzz2inSScale = 1:27.7T1W1B11233x4 2x4 2x4 4-10-04-10-00-0-44-0-610.00 12LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-P0.440.190.00DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a-0.00(loc) - - 3l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 15 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF StudBRACING-TOP CHORD Structural wood sheathing directly applied or 4-10-0 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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=225/4-9-12 (min. 0-1-8), 3=225/4-9-12 (min. 0-1-8)Max Horz1=106(LC 5)Max Uplift3=-45(LC 8)Max Grav1=225(LC 1), 3=225(LC 15)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.602) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3.LOAD CASE(S) Standard
JobATrussV7Truss TypeValleyQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:50 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-lxVgmtOvhYKsKvKGFbcXfZw3haeZl5dmGyeYIPz2inRScale = 1:47.0T1T1B1ST2ST1ST1123458 7 69 103x4 4x4 3x4 2x3 2x3 2x3 2x3 2x3 0-0-50-0-514-3-1214-3-87-1-147-1-1414-3-127-1-140-0-45-11-90-0-410.00 12LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-S0.210.120.18DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 5l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 44 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS 2x3 SPF StudBRACING-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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 14-3-3.(lb) - Max Horz1=-109(LC 4)Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-130(LC 8), 6=-130(LC 9)Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=356(LC 15), 8=422(LC 19), 6=422(LC 20)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-8=-345/172, 4-6=-345/171NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=130, 6=130.LOAD CASE(S) Standard
JobATrussV8Truss TypeValleyQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:51 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-D732zDPXSsSjx3vSoI7mBmTCkz_rUYSvVcN5qrz2inQScale = 1:29.4T1T1B1ST112343x4 4x4 3x4 2x3 0-0-50-0-58-3-128-3-84-1-144-1-148-3-124-1-140-0-43-5-90-0-410.00 12LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-P0.320.120.08DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 3l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 23 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS 2x3 SPF StudBRACING-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 duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=244/8-3-3 (min. 0-1-8), 3=244/8-3-3 (min. 0-1-8), 4=292/8-3-3 (min. 0-1-8)Max Horz1=61(LC 5)Max Uplift1=-29(LC 8), 3=-36(LC 9)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.LOAD CASE(S) Standard
JobATrussV9Truss TypeValleyQty1Ply1 Job Reference (optional)Run: 8.220 s Jun 14 2018 Print: 8.220 s Jun 14 2018 MiTek Industries, Inc. Mon Jun 25 14:48:52 2018 Page 1 Villaume Industries, St Paul, MNID:vHwCmLmp4vxt?m?kXfn8O7z44tE-hKdQBZQ9DAaaZDTfM0e?k_0SLNLeD0w3jG7fMIz2inPScale = 1:9.1T1 T1B178#/-3#78#/-3#1233x4 3x6 3x4 2-3-82-3-82-3-120-0-51-1-141-1-142-3-121-1-140-0-40-11-90-0-410.00 12Plate Offsets (X,Y)-- [2:0-3-0,Edge]LOADING (psf)TCLLTCDLBCLLBCDL35.07.00.0 *10.0SPACING-Plate Grip DOLLumber DOL Rep Stress IncrCode2-0-01.151.15YESMNSRC2015/TPI2007CSI.TCBCWBMatrix-P0.010.020.00DEFL.Vert(LL)Vert(TL)Horz(TL)inn/an/a0.00(loc) - - 3l/defln/an/an/aL/d999999n/aPLATESMT20Weight: 5 lb FT = 20%GRIP197/144LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2BRACING-TOP CHORD Structural wood sheathing directly applied or 2-3-12 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.MiTek recommends that Stabilizers and required cross bracing be installed duringtruss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size) 1=78/2-3-3 (min. 0-1-8), 3=78/2-3-3 (min. 0-1-8)Max Horz1=12(LC 7)Max Uplift1=-3(LC 8), 3=-3(LC 9)FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.NOTES-1) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone;cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.603) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.LOAD CASE(S) Standard
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
Bold/italic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-15 11:09:53
Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1
C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:Load Short Form June 15 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:
Lakeville, Mn
Design Information
InfiltrationClgHtg
SimplifiedMethod88-15Outside db (°F)
AverageConstruction quality7572Inside db (°F)
0Fireplaces1387Design TD (°F)
M-Daily range
5030Inside humidity (%)
3134Moisture difference (gr/lb)
HEATING EQUIPMENT COOLING EQUIPMENT
Make Lennox Make Lennox
Trade LENNOX Trade LENNOX
Model EL296UH110XV60C-*Cond XC14-060-230-**
AHRI ref 4988516 Coil CH23-68+EL296UH110XV60C*+TDR+TXV
AHRI ref 5697904
Efficiency 96 AFUE Efficiency 12.0 EER, 14.5 SEER
Heating input Btuh110000 Sensible cooling Btuh40950
Heating output Btuh106000 Latent cooling Btuh17550
Temperature rise °F51 Total cooling Btuh58500
Actual air flow cfm1950 Actual air flow cfm1950
Air flow factor cfm/Btuh0.021 Air flow factor cfm/Btuh0.063
Static pressure in H2O0.50 Static pressure in H2O0.50
Space thermostat Load sensible heat ratio 0.81
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ft²)(Btuh)(Btuh)(cfm)(cfm)
lower level 1883 21603 2481 448 157
main floor 1810 41151 16737 853 1056
second floor 1865 31288 11675 649 737
Entire House d 5558 94042 30893 1950 1950
Other equip loads 5181 2304
Equip. @ 0.93 RSM 30841
Latent cooling 7603
TOTALS 5558 99223 38444 1950 1950
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-15 11:09:53
Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1
C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:Loads for Multiple Orientations June 15 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:
Lakeville, Mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:
Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)
)M(18-Daily range (°F)
72-Wet bulb (°F)
7.515.0Wind speed (mph)
Front Door North Northeast East Southeast South Southwest West Northwest
Sensible Load (Btuh)26413 31093 32106 30738 25511 29450 30841 30218
Latent Load (Btuh)7603 7603 7603 7603 7603 7603 7603 7603
Total Load (Btuh)34016 38697 39709 38341 33114 37053 38444 37822
Heating AVF (cfm)1950 1950 1950 1950 1950 1950 1950 1950
Cooling AVF (cfm)1950 1950 1950 1950 1950 1950 1950 1950
Building Orientation Cooling Load
Total Cooling Load (Btuh)Direction Front Door faces
0
10000
20000
30000
40000
N NE E SE S SW W NW
Front Door faces WestCurrent Orientation:
Front Door faces EastHighest Cooling Load:
Bold/italic values have been manually overridden
2018-Jun-15 11:09:55
Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:Building Analysis June 15 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:Lakeville, Mn
Design Conditions
Location:CoolingHeatingIndoor:7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US 1387Design TD (°F)ft837Elevation:5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)SimplifiedMethod)M(18-Daily range (°F)
AverageConstruction quality72-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Heating
Walls
Glazing OtherCeilings
Floors
Infiltration
Ventilation
% of loadBtuhBtuh/ft²Component
27.7274435.0Walls 31.63130627.8Glazing 0.663930.4Doors 3.433721.7Ceilings 7.170693.63.6Floors 24.4242134.8Infiltration 00Ducts00Piping00Humidification5.25181Ventilation0Adjustments100.099223Total
Cooling
Walls
Glazing
Other
Ceilings
Infiltration
Internal Gains
Ventilation
% of loadBtuhBtuh/ft²Component
10.434690.6Walls 61.32034718.1Glazing 0.61878.9Doors 5.718971.0Ceilings 000Floors5.618440.4Infiltration 00Ducts6.92304Ventilation9.53150Internal gains 00Blower0Adjustments100.033198Total
Latent Cooling Load = 7603 BtuhOverall U-value = 0.076 Btuh/ft²-°F
Data entries checked.
2018-Jun-15 11:09:55Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:Component Constructions June 15 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:Lakeville, Mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)
SimplifiedMethod)M(18-Daily range (°F)
AverageConstruction quality72-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr
BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft²
Walls
12F-0sw: Frm wall, vnl ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum
board int fnsh, 2"x6" wood frm, 16" o.c. stud
7450.9345515.6521.00.065805n
6460.9339435.6521.00.065697e
8880.9354235.6521.00.065959s
7830.9347815.6521.00.065846w
30630.93186985.6521.00.0653307all
15B-15sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, r-15
ins, 10" thk
400.0917693.8915.00.042455n
60.0212013.7015.00.042325e
650.1122713.9515.00.042575s
650.1122813.9515.00.042578w
1760.0975223.8915.00.0421932all
IECC2012 frame zone 6: Frm wall, vnl ext, 1/2" wood shth, r-20 cav ins,
5/8" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud
780.824184.3520.00.05096n
1510.828054.3520.00.050185e
2300.8212224.3520.00.050281all
Partitions(none)
Windowsmarvin fiberglass integrety: low e fiber glass marvin; NFRC rated
(SHGC=0.19); 6.67 ft head ht
16997.71613227.800.320220n
1857.7166827.800.32024n
770821.9982127.800.320353e
148621.9189327.800.32068e
70013.0150327.800.32054s
630421.9803227.800.320289w
1808117.92804927.800.3201008all
1A-c1omd: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; NFRC rated
(SHGC=0.19); 6.67 ft head ht
183521.9233927.800.32084e
1099.0733427.800.32012s
32115.358527.800.32021w
226619.4325727.800.320117all
Doors11N0: Door, mtl eps core type 1878.9163930.48.70.35021e
Ceilings
2018-Jun-15 11:09:55Right-Suite® Universal 2018 18.0.10 RSU16575 Page 2C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8"
gypsum board int fnsh
18970.9833721.7450.00.0201938
Floors
22D-10tpm: Bg floor, heavy dry or light damp soil, full ext ins cov, on
grade depth, r-10 edge ins, r-10 ins
00687829.810.00.343231
0019129.810.00.3436
00706929.810.00.343237all
2018-Jun-15 11:09:55Right-Suite® Universal 2018 18.0.10 RSU16575 Page 3C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:Component Constructions June 15 2018Date:lower level By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:Lakeville, Mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)
SimplifiedMethod)M(18-Daily range (°F)
AverageConstruction quality72-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr
BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft²
Walls
15B-15sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, r-15
ins, 10" thk
400.0917693.8915.00.042455n
60.0212013.7015.00.042325e
650.1122713.9515.00.042575s
650.1122813.9515.00.042578w
1760.0975223.8915.00.0421932all
IECC2012 frame zone 6: Frm wall, vnl ext, 1/2" wood shth, r-20 cav ins,
5/8" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud
780.824184.3520.00.05096n
1510.828054.3520.00.050185e
2300.8212224.3520.00.050281all
Partitions
(none)
Windowsmarvin fiberglass integrety: low e fiber glass marvin; NFRC rated
(SHGC=0.19); 6.67 ft head ht
1857.7166827.800.32024n
148621.9189327.800.32068e
167118.2256127.800.32092all
Doors(none)
Ceilings
16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8"
gypsum board int fnsh
720.981281.7450.00.02073
Floors
22D-10tpm: Bg floor, heavy dry or light damp soil, full ext ins cov, on
grade depth, r-10 edge ins, r-10 ins
00687829.810.00.343231
2018-Jun-15 11:09:55Right-Suite® Universal 2018 18.0.10 RSU16575 Page 4C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:Component Constructions June 15 2018Date:main floor By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:Lakeville, Mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)
SimplifiedMethod)M(18-Daily range (°F)
AverageConstruction quality72-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr
BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft²
Walls
12F-0sw: Frm wall, vnl ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum
board int fnsh, 2"x6" wood frm, 16" o.c. stud
3570.9321805.6521.00.065386n
3070.9318755.6521.00.065332e
4750.9329005.6521.00.065513s
4130.9325215.6521.00.065446w
15520.9394755.6521.00.0651676all
Partitions
(none)
Windows
marvin fiberglass integrety: low e fiber glass marvin; NFRC rated
(SHGC=0.19); 6.67 ft head ht
13757.71496227.800.320178n
434321.9553327.800.320199e
50513.0108627.800.32039s
368221.9469127.800.320169w
990516.91627227.800.320585all
1A-c1omd: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; NFRC rated
(SHGC=0.19); 6.67 ft head ht
183521.9233927.800.32084e
1099.0733427.800.32012s
32115.358527.800.32021w
226619.4325727.800.320117all
Doors
11N0: Door, mtl eps core type 1878.9163930.48.70.35021e
Ceilings
(none)
Floors(none)
2018-Jun-15 11:09:55Right-Suite® Universal 2018 18.0.10 RSU16575 Page 5C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:Component Constructions June 15 2018Date:second floor By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:Lakeville, Mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)
SimplifiedMethod)M(18-Daily range (°F)
AverageConstruction quality72-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr
BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft²
Walls
12F-0sw: Frm wall, vnl ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum
board int fnsh, 2"x6" wood frm, 16" o.c. stud
3880.9323715.6521.00.065419n
3390.9320685.6521.00.065366e
4130.9325245.6521.00.065446s
3700.9322615.6521.00.065400w
15110.9392235.6521.00.0651631all
Partitions
(none)
Windows
marvin fiberglass integrety: low e fiber glass marvin; NFRC rated
(SHGC=0.19); 6.67 ft head ht
3247.71116927.800.32042n
336521.9428727.800.320154e
19413.041827.800.32015s
262221.9334127.800.320120w
650519.7921527.800.320331all
Doors(none)
Ceilings
16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8"
gypsum board int fnsh
18250.9832441.7450.00.0201865
Floors
22D-10tpm: Bg floor, heavy dry or light damp soil, full ext ins cov, on
grade depth, r-10 edge ins, r-10 ins
0019129.810.00.3436
Bold/italic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-15 11:09:55Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:Project Summary June 15 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:Lakeville, Mn
Notes:
Design Information
Minneapolis-St Paul Int'l Arp, MN, USWeather:
Winter Design Conditions Summer Design Conditions
Outside db °F-15 Outside db °F88Inside db °F72 Inside db °F75Design TD °F87 Design TD °F13Daily range MRelative humidity %50Moisture difference gr/lb31
Heating Summary Sensible Cooling Equipment Load Sizing
Structure Btuh94042 Structure Btuh30893DuctsBtuh0DuctsBtuh0Central vent (SER=70% 186 cfm)Btuh5181 Central vent (SER=10% 186 cfm)Btuh2304Heat recovery Heat recoveryHumidificationBtuh0Blower Btuh0PipingBtuh0Equipment load Btuh99223 Use manufacturer's data nRate/swing multiplier 0.93InfiltrationEquipment sensible load Btuh30841
Method Latent Cooling Equipment Load SizingSimplifiedConstruction quality Average0Fireplaces Structure Btuh3764DuctsBtuh0Central vent (186 cfm)Btuh3839CoolingHeatingHeat recovery55585558Area (ft²)Equipment latent load Btuh76034229242292Volume (ft³)Air changes/hour 0.190.37 Equipment Total Load (Sen+Lat)Btuh38444Equiv. AVF (cfm)134261 Req. total capacity at 0.70 SHR ton3.7
Heating Equipment Summary Cooling Equipment Summary
Make Lennox Make LennoxTradeLENNOXTradeLENNOXModelEL296UH110XV60C-*Cond XC14-060-230-**AHRI ref 4988516 Coil CH23-68+EL296UH110XV60C*+TDR+TXVAHRI ref 5697904Efficiency96 AFUE Efficiency 12.0 EER, 14.5 SEERHeating input Btuh110000 Sensible cooling Btuh40950Heating output Btuh106000 Latent cooling Btuh17550Temperature rise °F51 Total cooling Btuh58500Actual air flow cfm1950 Actual air flow cfm1950Air flow factor cfm/Btuh0.021 Air flow factor cfm/Btuh0.063Static pressure in H2O0.50 Static pressure in H2O0.50Space thermostat Load sensible heat ratio 0.81
Bold/italic values have been manually overridden
2018-Jun-15 11:09:55
Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1
C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:AED Assessment June 15 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:
Lakeville, Mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F))M(18-Daily range (°F)
72-Wet bulb (°F)7.515.0Wind speed (mph)
Test for Adequate Exposure Diversity
Hourly Glazing Load
Hourly Average AED limitGlazing load (Btuh)Hour of Day
0
2,000
4,000
6,000
8,000
10,000
12,000
14,000
16,000
18,000
20,000
22,000
24,000
26,000
8 9 10 11 12 13 14 15 16 17 18 19 20
Maximum hourly glazing load exceeds average by 12.8%.
House has adequate exposure diversity (AED), based on AED limit of 30%.
AED excursion: 0 Btuh
Job:Right-J® Worksheet June 15 2018Date:Entire House By:Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
1 Room name Entire House lower level
2 Exposed wall 666.5 ft 230.5 ft3Room height 10.0 dft 10.0 heat/coolft
4 Room dimensions ft1883.3x1.0
5 Room area 5557.7 ft²1883.3 ft²
Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load
number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 WW 12F-0sw12F-0sw 0.0650.065 nn 5.655.65 0.930.93 1025 805 4551 745 0 0 0 0.GG marvin fiberglass in 0.320marvin fiberglass in 0.320 nn 27.8427.84 7.717.71 220 0 6132 1699 0 0 0 0.WW 15B-15sfc-815B-15sfc-8 0.0590.059 nn 3.893.89 0.090.09 479 455 1769 40 479 455 1769 40
.GG marvin fiberglass in 0.320marvin fiberglass in 0.320 nn 27.8427.84 7.717.71 24 0 668 185 24 0 668 185
11 WW IECC2012 frame zone 0.050IECC2012 frame zone 0.050 nn 4.354.35 0.820.82 96 96 418 78 96 96 418 78
WW 12F-0sw12F-0sw 0.0650.065 ee 5.655.65 0.930.93 1155 697 3943 646 0 0 0 0
GG 1A-c1omd1A-c1omd 0.3200.320 ee 27.8427.84 21.8521.85 84 0 2339 1835 0 0 0 0GGmarvin fiberglass in 0.320marvin fiberglass in 0.320 ee 27.8427.84 21.8521.85 353 0 9821 7708 0 0 0 0
DD 11N011N0 0.3500.350 ee 30.4530.45 8.918.91 21 21 639 187 0 0 0 0WW15B-15sfc-815B-15sfc-8 0.0590.059 ee 3.703.70 0.020.02 393 325 1201 6 393 325 1201 6
GG marvin fiberglass in 0.320marvin fiberglass in 0.320 ee 27.8427.84 21.8521.85 68 0 1893 1486 68 0 1893 1486WWIECC2012 frame zone 0.050IECC2012 frame zone 0.050 ee 4.354.35 0.820.82 185 185 805 151 185 185 805 151WW12F-0sw12F-0sw 0.0650.065 ss 5.655.65 0.930.93 1025 959 5423 888 0 0 0 0
GG 10A-m10A-m 0.3200.320 ss 27.8427.84 9.079.07 12 0 334 109 0 0 0 0GGmarvin fiberglass in 0.320marvin fiberglass in 0.320 ss 27.8427.84 12.9612.96 54 0 1503 700 0 0 0 0
WW 15B-15sfc-815B-15sfc-8 0.0590.059 ss 3.953.95 0.110.11 575 575 2271 65 575 575 2271 65
WW 12F-0sw12F-0sw 0.0650.065 ww 5.655.65 0.930.93 1155 846 4781 783 0 0 0 0
GG 10A-m10A-m 0.3200.320 ww 27.8427.84 15.3015.30 21 0 585 321 0 0 0 0
GG marvin fiberglass in 0.320marvin fiberglass in 0.320 ww 27.8427.84 21.8521.85 289 0 8032 6304 0 0 0 0WW15B-15sfc-815B-15sfc-8 0.0590.059 ww 3.953.95 0.110.11 578 578 2281 65 578 578 2281 65CC16B-50ad16B-50ad 0.0200.020 --1.741.74 0.980.98 1938 1938 3372 1897 73 73 128 72
FF 22D-10tpm22D-10tpm 0.3430.343 --29.8429.84 0.000.00 1883 231 6878 0 1883 231 6878 0FF22D-10tpm22D-10tpm 0.3430.343 --29.8429.84 0.000.00 55 6 191 0 0 0 0 0
Job #:
Performed for:
Wikstrom Residence
Lakeville, Mn
Tony Ledo
Phone: 763-229-4252
tonyledo2012@gmail.com
Scale: 1 : 100
Page 1
Right-Suite® Universal 2018
18.0.10 RSU16575
2018-Jun-15 11:10:11
...ony\Desktop\typical template.rup
N
main floor
main floor
176 cfm
176 cfm
176 cfm
176 cfm176 cfm
176 cfm
Job #:
Performed for:
Wikstrom Residence
Lakeville, Mn
Tony Ledo
Phone: 763-229-4252
tonyledo2012@gmail.com
Scale: 1 : 100
Page 2
Right-Suite® Universal 2018
18.0.10 RSU16575
2018-Jun-15 11:10:12
...ony\Desktop\typical template.rup
N
second floor
second floor
184 cfm
184 cfm
184 cfm
184 cfm
Job #:
Performed for:
Wikstrom Residence
Lakeville, Mn
Tony Ledo
Phone: 763-229-4252
tonyledo2012@gmail.com
Scale: 1 : 100
Page 3
Right-Suite® Universal 2018
18.0.10 RSU16575
2018-Jun-15 11:10:12
...ony\Desktop\typical template.rup
N
lower level
lower level
7'-6"6'-9"
12'-0"
11'-9"
8'-3"6'-9"
16'-0"
10'-0"
6'-0"
9'-3"
5'-9"
26'-0"
13'-9"
5'-0"
10'-3"
12'-0"
11'-9"
6'-3"
7'-6"6'-3"
6'-3"
2'-6"
8'-0"
14'-9"
1950 cfm
149 cfm
149 cfm
149 cfm
07/02/18 X
KH