HomeMy WebLinkAboutLA163405 - 19491 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:
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 /2 2 /2 0 1 8 4 :5 3 :1 5
P M
00
T i t l e
S D - T h e P e r r o n R e s - C D 's -
L M C
P e r r o n R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
0 5 .0 3 .1 8
L M C
L a k e v i l l e , M N
t h e P e r r o n R e s i d e n c e
LAKEVILLE, MN
Concept Approval ONLYSubject to Field Inspection
Inspector Date
2015
MN Bldg
Code
08/01/2018dmathews
First Floor
0' - 0"
Second Floor
11' - 7 7/8"
Roof
19' - 9"
Basement
- 10' - 4 3/4"
T.O. Footing
- 10' - 8 1/4"
Top of Foundation
- 1' - 8 1/4"
First Floor Clg.
10' - 1 1/8"
Basement Clg.
- 1' - 6 3/4"
L o w e r L e v e l W i n d o w H e i g h t
7 ' - 0 "
U p p e r L e v e l W i n d o w H e i g h t
7 ' - 0 "
M a i n L e v e l W i n d o w H e i g h t
8 ' - 0 "
1 2 ' - 3 7 /8 "
8 ' - 1 1 /8 "
1 ' - 6 3 /4 "
1 0 ' - 1 1 /8 "
1 ' - 8 1 /4 "
9 ' - 0 "
5/4" x 12"
TRIM
5/4"x6" TRIM
5/4" x 8" TRIM 4/4" x 18" SKIRT BOARD
C C
D
B
CUSTOM
CHIMNEY
SHROUD
8:12 SLOPE
METAL SEAM ROOF
6:12 SLOPE
METAL SEAM ROOF
5/4" x 6" TRIM
5/4" x 8" TRIM 5/4" x 8" TRIM 5/4" x 8" TRIM
5/4" x 8" TRIM
5 /4 " x 4 " T R I M
5 /4 " x 4 " T R I M
12" SOFFIT WITH 5" CROWN
5 /4 " x 8 " F R I E Z E B O A R D
2 - 1/4" STONE CAP
5 /4 " x 8 " F R I E Z E B O A R D
8:12 SLOPE
METAL SEAM ROOF
120" 76"
5/4" x 10" TRIM
WITH 2"x2" TRIM
E
E
5/4" x 10" TRIM
WITH 2"x2" TRIM 132"
6
09 BRACKET #1
6
09 BRACKET #1
5/4" x 8" TRIM 5/4" x 8" TRIM
12" SOFFIT WITH 5" CROWN
4/5
02
CUSTOM
FLOWERBOXS
w/ CORBELS 5/4" x 8" TRIM
B
B
A
A
A A
A
A
A
3030 FX @ 13'- 6"
FROM U.L.
BRACKET #1
6
09
BRACKET #1
6
09
Roof Peak
32' - 0 211/256"
29 1/2"
5 /4 " x 8 " F R I E Z E B O A R D
5/4" x 6" TRIM
4/4" x 12" SKIRT BOARD
5/4" x 12"
TRIM
B
CUSTOM
CHIMNEY
SHROUD
5/4"x12" TRIM
A
A
A
A
B
5/4" x 8" TRIM 5/4" x 8" TRIM 5/4" x 8" TRIM 5/4" x 8" TRIM
5/4" x 6" TRIM 5/4" x 6" TRIM 5/4" x 6" TRIM 5/4" x 6" TRIM
5/4" x 8" TRIM 5/4" x 8" TRIM 5/4" x 8" TRIM
5/4"x12" TRIM 5/4"x12" TRIM 5/4"x12" TRIM
B
E
A
A
A A
5/4" x 10" TRIM
WITH 2"x2" TRIM
NOTE:
PROPOSED
RETAINING WALL
VERIFY WITH SITE
SURVEY AND
LANDSCAPE
DESIGNER
CXW245
w/ SDL TO
APPEAR AS
A DH WINDOW.
29 1/2"
1 1/2"
1 1/2"
1 1 /2 "
1 1 /2 "
2 5 1 /4 "
5/4" x 6" TRIM
5/4" x8 " TRIM
5 /4 " x 6 " T R I M
5 /4 " x 6 " T R I M
5 /4 " x 6 " T R I M
5 /4 " x 6 " T R I M
C O M P O S I T E P A N E L
C O M P O S I T E P A N E L
26 3/8"
7 8 "
5 1 /2 "
1 2 1 /2 "
7 1 /4 "
ASPHALT ROOF
4 - 1/2": 12" SLOPE
12" SOFFIT w/ 5" CROWN 1 1 1 /4 "
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 /2 2 /2 0 1 8 4 :5 3 :3 9
P M
01
F r o n t & R e a r E l e v a t i o n s
S D - T h e P e r r o n R e s - C D 's -
L M C
P e r r o n R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
0 5 .0 3 .1 8
L M C
L a k e v i l l e , M N
TYPICAL EXTERIOR
MATERIALS
SQ FT
BREAKDOWN
SEE FINAL PAGE FOR SQUARE
FOOTAGE CALCULATIONS
ASPHALT SHINGLES W/
NATURAL SHADOW
ARCHITECTURAL GRADE
7" EXPOSURE HARDIELAP
SIDING PER ELEVATION
7" EXPOSURE
HARDIESHAKE STRAIGHT
PER ELEVATION
2" STONE VENEER PER
ELEVATION
HARDIEPANEL SMOOTH
PER ELEVATION
HARDIE BOARD AND
BATTEN SMOOTH @ 16"
O.C.
INSTALL KICK OUT
FLASHING & TWO
MEMBRANE TAR PAPER
BACKING IN ALL STONE
AREAS
5/4" x 6" HARDIE WINDOW &
DOOR WRAPS PER
ELEVATION
5/4" x 6" HARDIE CORNER
BOARDS PER ELEVATION
METAL SEAMED ROOF PER
ELEVATION
1X3 ON 1X8 METAL FASCIA
PER ELEVATION
ALUMINIUM 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
1/2" = 1'- 0" 3 Detail - Front Elevation - Office Bump Out
E
5/4" x 12" TRIM
4/4" x 12" SKIRT BOARD
CUSTOM
CHIMNEY
SHROUD
A
A
A B
C
D
5/4"x12" TRIM 5/4"x6" TRIM SOFFIT w/ 5" CROWN
5/4" x 8" TRIM 5/4" x 8" TRIM
5/4" x 8" F
R
IE
Z
E B
O
A
R
D
5/4" x 6" TRIM 5/4" x 6" TRIM
5/4" x 8" F
R
IE
Z
E
B
O
A
R
D
5/4" x 6" TRIM 5/4" x 8" TRIM
S t o n e C a p
2 1 /4 "
5/4" x 6"
TRIM
5 /4 " x 8 " F R I E Z E B O A R D
A A
B
A
A
D
A
NOTE:
PROPOSED
RETAINING WALL
VERIFY WITH SITE
SURVEY AND
LANDSCAPE
DESIGNER
72"
4/4" x 18" SKIRT BOARD
5/4" x 8" TRIM
A
A
A
A
C
5/4"x12" TRIM
5/4" x 8" TRIM 5/4" x 8" TRIM 5/4" x 8" TRIM
5 /4 " x 6 " F R Z . B R D
5/4" x 8" F
R
IE
Z
E B
O
A
R
D
5/4" x 8" F
R
IE
Z
E
B
O
A
R
D
5 /4 " x 8 " F R I E Z E B O A R D
5/4" x 8" TRIM
5 /4 " x 4 " T R I M
5 /4 " x 4 " T R I M
5/4" x 8" FRIEZE BOARD
A
TWT 2423 @ 19'- 6"
FROM T.O.F. A
5/4" x 8" TRIM BOARD
A
5/4" x 6" TRIM SOFFIT
w/ 5" CROWN
B
5/4"x12" TRIM
TWT 2423
@ 11'- 0"
FROM U.L.
8:12 SLOPE
76"
2 4 "
18"
132"
6"
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
RIDGE VENT
18" / 12"
5 " / 1 2 "
6 " / 1 2 "
1 4 " / 1 2 "
1 4 " / 1 2 "
4 " / 1 2 "
6 " / 1 2 "
1 4 " / 1 2 "
1 4 " / 1 2 "
1 4 " / 1 2 "
1 4 " / 1 2 "
1 4 " / 1 2 "
METAL SEAM
ROOF
6:12 SLOPE
2 4 "
18"
1 2 "
1 4 " / 1 2 "
8 " / 1 2 "
18" / 12" 18" / 12"
18" / 12"
18" / 12" 6 " / 1 2 "
18" / 12"
1 4 " / 1 2 "
8:12 SLOPE
120"
4 1 /2 " / 1 2 "
1 1 4 "
4 2 "
1 8 "
12"
24"
1 8 "
1 2 "
16"
3 0 "
3 0 "
12" 88"
1 8 "
2 4 "
12" 1 2 "
6" 6"
1 8 "
18"
1 8 "
1 8 "
18"
1 2 "
12"
1 2 "
18"
2 4 "
8 " / 1 2 "4 " / 1 2 "
1 8 "
1 5 "
1 1 /2 "
1 1 /2 "
5 1/2" 5 1/2" EQ.
16 3/4"
2 "
2 "
3 1/2"
3 1/2"
Finish Box
44"
Finish Trim
47"
1 8 "
Framing
12"
5 1 /2 "
5 1/2"
2 3 1 /2 "
Finish To Trim
14 1/4"
1 1/2"
1 1 /2 "
1 5 "
1 1 /2 "
VENTED 3/4"
PANEL
METAL PAN
INSERT
2x2 TRIM
3/4" PANEL
2x2 TRIM
2x4
FRAMING
6x6 CORBEL
w/ 3" RAD.
PORCH COLUMN CONSTRUCTION:
2X8 TOP/BOTTOM COLLAR
3/4" COMPOSITE WRAP
1/2" PLYWOOD
2X4 FRAMED BOX
6x6 TRD. STRUCTURAL POST PER
MFG. SPEC.
PORCH COLUMN SUPPORTING
STEEL BEAMS CONSTRUCTION:
2x8 TOP/BOTTOM COLLAR
3/4" COMPOSITE WRAP
1/2" PLYWOOD
2X4 FRAMED BOX
6x6 TRD. STRUCTURAL POST PER
MFG. SPEC.
STEEL BEAM DROPPED
PER MFG. SPEC.
6 X 6 T R D S T R U C T U R A L P O S T
6 x 6 T R D S T R U C T U R A L P O S T
7 1 /4 "
8 8 3 /4 "
7 1 /4 "Framing
13 1/2"
Framing
13 1/2"
F r a m i n g
1 3 1 /2 "
PORCH COLUMN
CONSTRUCTION:
2X8 TOP/BOTTOM
COLLAR
3/4" COMPOSITE WRAP
1/2" PLYWOOD
2X4 FRAMED BOX
6X6 TRD STRUCTURAL
POST PER MFG. SPEC.
F i n i s h e d
1 6 "
Finished
16"
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 /2 2 /2 0 1 8 4 :5 4 :0 3
P M
02
L e f t & R i g h t E l e v a t i o n s
S D - T h e P e r r o n R e s - C D 's -
L M C
P e r r o n R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
0 5 .0 3 .1 8
L M C
L a k e v i l l e , M N
1/4" = 1'- 0" 1 Left Elevation
1/4" = 1'- 0" 2 Right Elevation
1/8" = 1'- 0" 3 Roof Plan
1" = 1'- 0" 4 Detail - Flowerbox (Front View)
1" = 1'- 0" 5 Detail - Flower Box (Cross Section)
3/8" = 1'- 0" 6 Detail - Front Porch Column
1 1/2" = 1'- 0" 7 Detail - Front Porch Column (Plan View)
UP
8"
8 "
8"
8 "
8 "
8"
8"
8 "
8 "
8"
8 "
10"
8"
8 "
4 6 "
7 0 "
8 "
8 "
8 "
8"
MAIN FND WALL:
9'- 0"x8" POURED CONC.
FOUNDATION ON
20"X8" CONCRETE FOOTING
REBAR PER CODE
DECK / PORCH FOOTINGS:
10"x10" COMPOSITE WRAPPED
COLUMNS ON
18" SONO TUBE @ 42"
BELOW GRADE
INTERIOR THERMAL WALL:
(UNEXPOSED WALLS ONLY)
1" AIRSPACE
2x4 STUDS @ 16" O.C.
2x4 TRD. PLATE
1/2" GYP BD.
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
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 @ 84" FROM CONCRETE FLOOR
UNLESS NOTED
NOTE:
WATER &
SEWER
SLEEVES
A.C. PAD
G A S & E L E C T R I C
S E R V I C E L O C A T I O N
DIMENSIONS DO NOT REFLECT FOUNDATION
BEING PULLED IN BY 1 1/2" OR THE SILL PLATE
BEING CANTILEVERED. REFER TO SILL PLATE
DETAIL (PG 03) AND THE ENGINEERED
STRUCTURAL DRAWINGS FROM A LICENSED
STRUCTURAL ENGINEER.
NOTE:
FAN
INTERIOR THERMAL WALL:
(EXPOSED WALLS ONLY)
1" RIGID INSULATION (R - 5)
2x4 STUDS @ 16" O.C.
2x4 TRD. PLATE
1/2" GYP BD.
PORCH FND WALL:
3'- 6"x8" POURED CONCRETE
FOUNDATION ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
WALK OUT WALL:
2X6 STUDS @ 16" O.C.
5'- 0"x10" POURED CONCRETE
FOUNDATION ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
PROVIDE 3 1/2"x5 1/2"
POUR ON TOP OF 10" WALL
UNDER 2X6 WALL
FD WATER
HEATER F U R N A N C E
48" VANITY
3 4 "x 6 0 "
F B R G L S
S H O W E R
MECH.
ROOM
CONCRETE
OSB WALLS
- UNEXCAVATED -
2) 36"x36"x12"
CONC. PAD
(TYPICAL)
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
2 x 1 0 J O I S T S
@ 1 6 " O .C .
SUMP w/
SEALED
COVER
2" SLAB LEDGE
2X6 BRNG
W.O.
SMOKE
DET.
NOTE:
SOLID BLOCK ALL JOIST SPACES
FIRE CAULK ALL PENETRATIONS IN
SOLID BLOCK
1) 32"x80"
DOOR
S I L C O C K
BEAM PER MFG. SPEC FLUSH
54" x 96" OP'NG
B.P.M.S.D.
BATH
LVT FLOOR
1 ) 2 8 "x 8 0 "
D O O R
guest
BEDROOM
CARPET FLOOR W E T B A R
L V T F L O O R
FAMILY ROOM
CARPET FLOOR
S N K
U P P E R S
1 2 " O V E R H A N G
GAME
ROOM
CARPET
FLOOR
STAIRS
EXTERIOR THERMAL WALL:
2" RIGID INSULATION
SYSTEM (R - 10) APPLIED TO
EXTERIOR
PROVIDE FLASHING
17'- 0"x8'- 0" C.O.
BEAM DROPPED PER MFG. SPEC.
SET B.O. HDR HGT. @ 96"
UNDER
STAIR
ST'RG
GARAGE FND WALL:
3'- 6"x8" POURED CONCRETE
FOUNDATION ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
NOTE:
PROPOSED RETAINING WALL,
VERIFY LOCATION AND
DESIGN WITH LANDSCAPE
DESIGNER AND SURVEYING
ENGINEER
11' - 9 1/4" 18' - 5 1/2" 4' - 9 1/4" 4' - 9 1/4" 7' - 4 3/4"
1 ' - 1 0 3 /4 "
5 ' - 4 1 /2 "
6 ' - 1 1 1 /2 "
1 5 ' - 9 1 /4 "
7' - 3 3/4" 3' - 9 1/2" 5' - 7 1/2" 13' - 11 1/4"
3 ' - 5 1 /4 "
6 ' - 1 1 1 /2 "
1 5 ' - 8 3 /4 "
1 8 ' - 0 1 /2 "
1 0 ' - 7 "
1 3 ' - 7 1 /2 "
1 ' - 8 3 /4 "
1 8 ' - 2 3 /4 "
7 7 "
5 0 "
51 3/4" 4 1/2" 51 3/4"
46 3/4"
11' - 6 1/2" 18' - 11" 9' - 6 1/2" 6' - 6" 29' - 6"
76' - 0"
6' - 3 1/2" 5' - 3" 9' - 5 1/2" 9' - 5 1/2" 5' - 0"
5 4 ' - 6 "
1 6 ' - 0 1 /2 "
2 8 ' - 0 "
6 ' - 0 "
3 0 "
2 3 1 /2 "
76' - 0"
30' - 0" 18' - 0" 4' - 0" 24' - 0"
5 4 ' - 6 "
6 ' - 6 "
3 0 ' - 0 "
1 8 ' - 0 "
2 ' - 6 "
7 ' - 2 "
6"
3' - 10 1/2"
M.O.
16' - 3" 3' - 10 1/2"
3 ' - 6 1 /4 "
M .O .
9 ' - 0 "
3 ' - 6 1 /4 "
1 0 "
2X10 BEARING WALL 1 0 "
LINEN
- UNEXCAVATED -
- UNEXCAVATED -
2 X 6 W A L L
2 X 6 B R G W A L L
WOOD FLOOR
w/CARPET
RUNNER
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
2 " S L A B L E D G E
2" SLAB LEDGE
2 " S L A B L E D G E
2" SLAB LEDGE
2 " S L A B L E D G E
2 " S L A B L E D G E
2 " P O R C H L E D G E2" PORCH LEDGE
CONCRETE
storage
CONCRETE
FLOOR
B E A M P E R M F G . S P E C F L U S H
BEAM PER MFG. SPEC FLUSH
BEAM PER MFG. SPEC FLUSH
6 ' - 6 "
1 4 ' - 0 "
1 6 ' - 0 "
1 2 ' - 0 "
6 ' - 0 "
DECK ABOVE
25' - 6 1/2"
8' - 0" 6' - 0"
2 X 6 B R G W A L L
W.O.
W.O.
W.O.
1 ) 3 0 "x 8 0 "
D O O R
1 ) 2 8 "x 8 0 "
D O O R
1 ) 3 0 "x 8 0 "
D O O R
1) 36"x80"
DOOR
R A D O N
P I P E
9 '-0 " P O U R E D W A L L
6 ' - 0 "
4 ' - 0 "
8 ' - 0 "
16' - 6"
2 7 ' - 6 1 /2 "
1 7 ' - 9 1 /2 "
1 4 ' - 3 "
1 ' - 7 3 /4 "
1 ' - 7 "
4 ' - 8 3 /4 "
INTERIOR BEARING
WALLS:
4X6 TREATED WOOD
16"X8" FOOTING
(TYPICAL)
8 '- 0 " I S L A N D
9' - 0"
1 5 ' - 2 "
1 1 ' - 0 1 /2 "
4
09
1
06
3
07
2
06
3
06
1
07
5
08
4
06
3) 36"x36"x12"
CONC. PAD
(TYPICAL)
POINTS TO BEAR
FROM ABOVE ON
BEAM
36"x36"x12"
CONC. PAD
(TYPICAL)
4' - 5 1/2"
2" PORCH LEDGE
2 " P O R C H L E D G E
2' - 0" 4' - 0" 16' - 0" 2' - 0" 6' - 0" 2' - 0" 4' - 0"
BEAM
FLUSH PER
MFG .SPEC.
1 )3 0 "x 8 0 "
D O O R
R&S
W.I.C.
CARPET
FLOOR
B E A M P E R M F G . S P E C F L U S H
HANG DECK JOISTS OFF PORCH
TRUSSES AT THIS LOCATION
Post to Post
14' - 0"
Post to Framing
11' - 6 1/2"
3
08
3"
1 6 "
16" 48"
9 2 "
8 "
1 6 "
16" 88" 16"
1 6 "
3"
2
08
2
04
I N T E R I O R B E A R I N G W A L L S :
4 X 6 T R E A T E D W O O D
1 6 "X 8 " F O O T I N G (T Y P I C A L )
6
08
PORCH COLUMN
FOOTINGS:
24"x24"x42" POURED
CONCRETE PIER
36"x36"x8" FOOTING
REBARD PER CODE
16"
1 6 "
2 ' - 0 "
1 6 ' - 6 "
2 ' - 0 "
4
08
2) TW210410
BEAM PER MFG. SPEC.
TW34510
BEAM PER
MFG. SPEC.
TW34510
BEAM PER
MFG. SPEC.
72"x84" DBL SLIDING
GLS DOOR
BEAM PER MFG.
SPEC.
T W 3 4 5 1 0
B E A M P E R
M F G . S P E C .
DHP42510
BEAM PER
MFG. SPEC.
4' - 6 1/2"
8"
1 - 1 /2 T R E A D
A N K L E W A L L
8 "
8"
12 1/2"
M.O.
39" 25' - 2 1/2"
1 4 ' - 6 "
3 ' - 6 "
4 ' - 6 "
3 ' - 6 "
T W 3 4 5 1 0
B E A M P E R
M F G . S P E C .
SMOKE
DET.
FLOOR TRUSSES
ABOVE FOR OFFICE
BOX OUT 1 8 "
1 8 "
24" 96" 24"
HVAC
CHASE DROPPED CLG. TO
ALLOW FOR HVAC
42" 42"
4 0 "
9 6 "
4 0 "
18" FLOOR TRUSSES
@ 19.2" O.C.
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 /2 2 /2 0 1 8 4 :5 4 :0 6
P M
03
L o w e r L e v e l
S D - T h e P e r r o n R e s - C D 's -
L M C
P e r r o n R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
0 5 .0 3 .1 8
L M C
L a k e v i l l e , M N
NOTE:
ANDERSEN WINDOWS (400 SERIES) ARE
CALLED OUT BY WINDOW FRAME SIZE IN
FEET. 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:
3ply 20" lvl or w12x35
steel beam
5-1/4" x 9-1/2" or 3-1/2"
x 11-7/8" treated glu-lam
5-1/4" x 11-7/8" treated glu-lam no roof load
5-
1
/
4
"
x
1
4
"
tr
e
a
t
e
d
g
l
u
-
l
a
m
2ply 9-1/2" lvl
2ply 9-1/2" lvl
2ply 9-1/2" lvl
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
4
4
4
Smoke
CO
UP
UP
DN
DN
DN
25' - 6 1/2" 18' - 11" 9' - 6 1/2" 6' - 6" 29' - 6"
1 8 ' - 0 "
2 8 ' - 0 "
6 ' - 0 "
6' - 0" 2' - 0" 8' - 0" 2' - 0" 18' - 0" 18' - 0" 4' - 0" 24' - 0"
4 ' - 0 "
1 ' - 6 "
1 8 ' - 0 "
5 ' - 0 "
6 ' - 0 "
5 ' - 0 "
1 4 ' - 0 "
1 ' - 6 "
5 ' - 0 "
48" COOKTOP w/
HOOD
6' - 0" 6' - 0" 1' - 10" 7' - 2" 7' - 2" 1' - 10" 4' - 9" 8' - 6" 4' - 9" 4' - 0" 4' - 0" 8' - 0" 8' - 0" 4' - 0"
3 ' - 6 1 /4 "
4 ' - 6 "
4 ' - 6 "
3 ' - 6 1 /4 "
7' - 2 1/2" 6' - 9 1/2" 6' - 0" 5' - 6 1/2" 18' - 11" 4' - 6 1/2" 5' - 0" 3' - 3" 3' - 3" 2' - 6" 12' - 3" 14' - 9"
6 ' - 9 1 /4 "
7 ' - 2 3 /4 "
2 ' - 8 1 /2 "
8 ' - 6 "
3 ' - 6 "
6 ' - 0 "
8 ' - 0 "
8 ' - 0 "
1 2 "
1 2 "
3" 3"
2 0 ' - 0 1 /2 "
4 ' - 7 3 /4 "
9 ' - 1 "
1 0 ' - 2 3 /4 "
11' - 9 1/4" 18' - 5 1/2" 4' - 9 1/4" 4' - 9 1/4" 4' - 6" 2' - 8 1/4"
11' - 9 1/4" 2' - 3 1/4" 13' - 11" 2' - 3 1/4" 2' - 0" 5' - 8 1/2" 2' - 4 1/2" 6' - 7 3/4" 5' - 0 1/2"
1 3 ' - 8 3 /4 "
1 4 ' - 0 1 /2 "
8 8 "
4 9 1 /2 "
54" 54"
7 ' - 4 "
4 ' - 7 1 /2 "
4 ' - 6 "
3 ' - 6 "
4 2 "
4 8 "
119" 48"
C O A T H O O K S
FLOOR TRUSSES ARE CALLED OUT AT 19.2"
O.C.. FLOOR SYSTEM DESIGNER VERIFY
SPACING AND ADJUST AS ALLOWED BY
SPANS
CEILING HEIGHT @ 9'- 1 1/8" UNLESS NOTED
SET WINDOW HDRS @ 96" FROM MAIN
LEVEL UNLESS NOTED
B.P.M.S : BEAM PER MANUFACTURER
SPECIFICATION
NOTE:
BATHROOM AND BEDROOM
FLOOR OVER GARAGE:
- HEAT DUCT & SEWER
WRAPPED & FOAMED
- HOLD HEAT DUCT & SEWER
TIGHT TO SUBFLOOR
- 18" BLOWN INSULATION (R - 49)
DW 2 - BIN
TRASH 4 8 " R E F .
D .O ./
M I R C O
RAILINGS PER CODE
(OUTSIDE)
CONCRETE
INSULATE WALLS
& CEILING
4 - SEASON
PORCH
WOOD FLOORING
PINE T&G CLG.
14'- 6" VAULTED CLG.
DECK
COMPOSITE
DECKING
FRONT
PORCH
STONE CAP
PINE T&G CLG.
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
GAS OR ELEC.
FIREPLACE
PER MFG. SPECS.
204"x96" CASED OP'NG
BEAM DROPPED PER MFG. SPEC.
GARAGE
FAN
4 8 " V A N I T Y
BATH
TILE
FLOOR
OFFICE
WOOD FLOOR
KITCHEN
WOOD FLOOR
STAIRS
CARPET FLOOR
SPILT LNDNG
GREAT ROOM
WOOD
1 4 4 "x 9 6 " C .O .
dinning
room
WOOD FLOOR
foyer
WOOD
SHIPLAP CLG
P'TRY
WOOD
FLOOR
BENCH & LOCKERS
72"x96" DOUBLE
GLASS ENTRY DR.
BEAM PER MFG
SPEC
3 2 "x 9 6 " S E R V I C E D R .
B E A M P E R M F G
S P E C
MUD
ROOM
TILE
FLOOR
SD/CO
NOTE:
16'- 0" x 8'- 0" DOOR
BEAM PER MFG SPEC
BATHROOM AND BEDROOM 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).
5 0 9
UPPERS UPPERS
U P P E R S
SHELVES
(WHITE
MELAMINE)
R &S
1 ) 4 8 "x 9 6 "
D B L D R
C L O S E T1) 30"x96"
DOOR
1 8 ' - 2 3 /4 "
2 ' - 1 1 1 /2 "
6 ' - 1 1 /2 "
4 ' - 7 3 /4 "
8 ' - 0 1 /2 "
1 ) 3 0 "x 9 6 "
D O O R
2X6 WALL
7 ' - 9 1 /4 "
1 4 ' - 2 3 /4 "
2X6 BEARING WALL 2X6 BRNG/PLMNG WALL
1 ) 6 0 "x 9 6 "
D B L D O O R
36"x96" C.O.
B.P.M.S.D
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
CONCRETE
INSULATE WALLS
& CEILING
GARAGE
9 '- 0 " x 8 '- 0 " D O O R
B E A M P E R M F G S P E C
BEAM FLUSHED PER MFG. SPEC.
NOTE:
SLOPE CONC.
FLOOR TOWARDS
FLOOR DRAINS
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
4
09
1
06
3
07
2
06
3
06
1
07
5
08
4
06
R O O F G I R D E R P E R M F G . S P E C .
ROOF GIRDER PER MFG. SPEC.
F L O O R G I R D E R
P E R M F G . S P E C .
BEAM FLUSH
PER MFG. SPEC.
16" OVERHANG
2 X 6 P L U M B I N G W A L L
36"x96" C.O.
B.P.M.S.D
LINE OF CANT. ABOVE
BATHROOM FLOOR OVER
UNCONIDTIONED SPACE:
- HEAT DUCT & SEWER
WRAPPED & FOAMED
- HOLD HEAT DUCT & SEWER
TIGHT TO SUBFLOOR
- 18" BLOWN INSULATION (R - 49)
6 ' - 0 "
4 ' - 0 "
3
08
S T E E L B E A M D R O P P E D
P E R M F G . S P E C .
STEEL BEAM DROPPED
PER MFG. SPEC.
PORCH COLUMN
SUPPORTING STEEL
BEAMS CONSTRUCTION:
2x8 TOP/BOTTOM COLLAR
3/4" COMPOSITE WRAP
1/2" PLYWOOD
2X4 FRAMED BOX
6X6 TRD STRUCTURAL
POST PER MFG. SPEC.
1
08
1) 34"x96"
PKT DR
BEAM
FLUSHED
PER MFG.
SPEC.
1
08
2
08
2
04
L I N E O F D O R M E R
A B O V E
L I N E O F D O R M E R
A B O V E
FLOOR GIRDER
PER MFG. SPEC.
BEAM DROPPED
PER MFG. SPEC.
Soffit
16"
S o f f i t
1 6 "
1 - 1 /2 T R E A D
A N K L E W A L L
6
08
W O O D F I R E P L A C E
P E R M F G . S P E C S .
5
06
4
08
108"x96" TRIPLE
SLIDING GLASS PATIO DOOR
BEAM PER MFG. SPEC.
F W G 1 2 0 6 1 1 - 4
B E A M P E R M F G . S P E C .
3 ) T W T 2 4 2 3
B E A M P E R
M F G . S P E C .
TW2662 - 2
BEAM PER
MFG. SPEC.
TW2662
BEAM PER
MFG. SPEC.
TW2662
BEAM PER
MFG. SPEC.
TW2652
BEAM PER
MFG. SPEC.
TW2652
BEAM PER
MFG. SPEC.
3) TW210310
BEAM PER
MFG. SPEC.
1 ) 3 6 "x 9 6 " D R
B E A M P E R
M F G . S P E C .
TWT3831
BEAM PER
MFG. SPEC.
DHP42510
BEAM PER
MFG. SPEC.
TW3862
BEAM PER
MFG. SPEC.
TW3862
BEAM PER
MFG. SPEC.
DHP41062
BEAM PER
MFG. SPEC.
T W 3 4 6 2
B E A M P E R
M F G . S P E C .
T W 3 4 6 2
B E A M P E R
M F G . S P E C .
T W 3 4 6 2
B E A M P E R
M F G . S P E C .
S T E E L B E A M
D R O P P E D
P E R M F G . S P E C .
BEAM FLUSHED
PER MFG. SPEC.
A.C. PAD
G A S & E L E C T R I C
S E R V I C E L O C A T I O N
S o f f i t
1 6 "
F L O O R G I R D E R
P E R M F G . S P E C .
R O O F T R U S S E S @
2 4 " O .C .
R O O F T R U S S E S @
2 4 " O .C .
5 4 ' - 6 "5 2 ' - 0 "
1 ) 3 0 "x 9 6 "
D O O R
HVAC
CHASE
SINK
FLOOR TRUSSES
ABOVE
7)TW3876
BEAM PER
MFG. SPEC.
@ 102"
FROM M.L.
2 ' - 8 1 /2 "
2' - 8 1/2"
6" 13 1/2"
6" 13 1/2"
FWG31611AL
BEAM PER
MFG. SPEC.
FWG31611AR
BEAM PER
MFG. SPEC.
2 7 3 /4 "
6' - 1 3/4" 6' - 7 1/2" 6' - 1 3/4"
D H P 5 6 6 2
B E A M P E R
M F G . S P E C .
1 6 "
1 6 "
1 2 " W O O D B E A M /1 0 " P R O J E C T I O N
50" 10" 96" 10" 50"
1 0 " W O O D B E A M /1 0 " P R O J E C T I O N
1 2 " W O O D B E A M /1 0 " P R O J E C T I O N
NOTE:
SLOPE CONC.
FLOOR TOWARDS
FLOOR DRAINS
F.D.
F.D.
NOTE:
RUN GAS LINE FOR
FUTURE HEATER
RUN HOT/COLD
WATER TO GARAGE WOOD FLOOR
w/CARPET
RUNNER
10" 4 2 "
H e e l
7 3 /4 "
L o w e r S t e p o f L a n d i n g T o C l g .
1 4 ' - 2 3 /4 "
L a n d i n g t o L a n d i n g
1 1 ' - 0 1 /4 "
5 ' - 2 1 /4 "
2 4 1 /4 "
L a n d i n g T o W i n d o w R .O .
1 0 8 "
S l a b t o L a n d i n g
6 2 1 /4 "
1 3 1 /8 "
4 8 "
L o w e r S t e p o f S t e p p e d L a n d i n g T o W i n d o w R .O .
1 0 1 "
8 5 /8 "
BEAMS
FLUSH
PER MFG.
SPEC.
BEAMS FLUSH
PER MFG. SPEC.
T .O .F . t o T a l l W a l l H g t .
3 0 ' - 1 3 /4 "
5 1/2"
ROOF TRUSSES
PER MFG. SPEC.
Ovr'Hng
18"
STRUCTURAL ENGINEER TO
VERIFY TALL WALL
CONSTRUCTION INCLUDING
WALL FRAMING, BEAMS, AND
HEADERS
IMPORTANT NOTE:
U.L.
M.L.
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 /2 2 /2 0 1 8 4 :5 4 :0 7
P M
04
M a i n L e v e l
S D - T h e P e r r o n R e s - C D 's -
L M C
P e r r o n R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
0 5 .0 3 .1 8
L M C
L a k e v i l l e , M N
NOTE:
ANDERSEN WINDOWS (400 SERIES) ARE
CALLED OUT BY WINDOW FRAME SIZE IN
FEET. 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:
3/8" = 1'- 0" 2 Detail - Stairwell Tall Wall
3ply 20" lvl or w12x35
steel beam
2ply 11-7/8" lvl
2ply 11-7/8" lvl
corner to corner
2ply 11-7/8" lvl
corner to corner
3p
l
y
1
6
"
o
r
w
1
0
x
2
6
st
e
e
l
b
e
a
m
3ply 16" or w10x26
steel beam
2ply 9-1/2" lvl
3ply 16" lvl
2ply 9-1/2" lvl
2p
l
y
1
1
-
7
/
8
"
"
l
v
l
co
r
n
e
r
t
o
c
o
r
n
e
r
2ply 9-1/2" lvl
3p
l
y
1
8
"
l
v
l
2ply 18" lvl
2ply 9-1/2" lvl
2ply 9-1/2" lvl
Large point loads near
10,000 lbs, remove plates
at bearing for crushing.
TE
M
P
E
R
4
4 4
4
CS-PF
CS-PF
4 4
CS-PF
CS-PFCS-PF
4
4
CS-PF
CS-PF
TEMPER glass if
within 36" of landing
Smoke
4
(2
)
1
1
-
7
/
8
"
L
V
L
p
e
r
w
a
l
l
br
a
c
i
n
g
e
n
g
i
n
e
e
r
i
n
g
d
e
t
a
i
l
1
4
B
3p
l
y
1
8
"
l
v
l
11' - 6 1/2" 18' - 11" 9' - 6 1/2" 12' - 0"
8 ' - 0 "
8 ' - 6 "
2 9 ' - 6 "
6 ' - 0 "
4 ' - 0 "
1 6 ' - 0 "
C A N T .
2 ' - 0 "
3 0 ' - 0 "
4
09
1
06
2
06
3
06
1
07
5
08
4
06
11"
2 ' - 2 3 /4 "
9 ' - 5 1 /2 "
3 ' - 1 0 1 /2 "
2 ' - 4 1 /2 "
1 4 ' - 0 3 /4 "
1 ' - 1 0 1 /2 "
7' - 4 1/2" 4' - 2" 2' - 11 1/2" 6' - 6" 6' - 6" 2' - 11 1/2" 4' - 6 1/2" 5' - 0" 6' - 2 7/8" 5' - 9 1/8"
3' - 0 1/2" 4' - 8 1/4" 5' - 0"
4 ' - 7 1 /2 "
7 ' - 4 "
51 3/4" 4 1/2" 51 3/4"
9"
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:
WSHR w/
FLOOR
DRAIN
DRYER
36"x66" FREE -
STANDING
TUB
3 0 "x 6 0 "
F B R G L S
T U B / S H W R
36"
LINEN
BATH
LVT
FLOOR
1) 28"x80"
DOOR
F L O O R
T R U S S E S
R &S
SMOKE
DET.
OWNER'S
SUITE
CARPET
FLOOR
14' 1 - 5/8"
VAULT
3 4 "x 8 0 "
D O O R
FAN
6 0 " V A N I T Y
81"x42"
CUSTOM
TILE SHWR
OwnER'S BATH
TILE FLOOR
30"x80"
DOOR
A N K L E W A L L W / R A I L I N G
STAIRS CARPET
w/ STEPPED
LNDNG
R&S
HALL
WOOD
FLOOR
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).
F L A T C L G .
4 8 " C O S .
D E S K
6 6 " V A N I T Y
2 X 6 P L M N G
2 X 6 P L M N G W A L L
2X6 PLMNG WALL 2X6 PLMNG WALL
2X6 WALL
2X6 WALL 2X6 PLMNG WALL
2X6 WALL
2X6 WALL
2 X 6 W A L L
30"x80"
PKT DR.
30"x80"
C.O.
2 8 "x 8 0 "
D O O R
2 4 "x 8 0 "
G L S D R .GLASS WALL
FAN
LAUNDRY
LVT
FLOOR
OWNER'S
W.I.C
CARPET
FLOOR
UPPERS
A T T I C
A C C E S S
gallery
WOOD FLOOR
SMOKE
DET.
SMOKE
DET.
SMOKE
DET.
LVT
FLOOR
BATH
LVT
FLOOR
LVT
FLOOR
3 4 "x 6 0 "
F B R G L S
S H W RFAN
FAN
49" VANITY
6 6 " V A N I T Y
5 3 " V A N I T Y
1 ) 2 8 "x 8 0 "
P K T D R
1 ) 2 8 "x 8 0 "
D O O R
1) 28"x80"
PKT DR
1) 28"x80"
PKT DR
1) 30"x80"
DOOR
1) 30"x80"
DOOR
3 2 "x 8 0 "
P K T D R
1) 48"x80"
DBL DR
1) 28"x80"
DOOR
1) 30"x80"
DOOR
M I R R O RDRESSING
AREA CRPT
BEDROOM #2
CARPET
FLOOR
BEDROOM #3
CARPET
FLOOR
W.I.C.
CARPET
FLOOR
W.I.C.
CARPET
FLOOR
1 ' - 9 3 /4 "
BEDROOM #4
CARPET FLOOR
R&S
SMOKE
DET.
1) 72"x80"
DBL DR
SNK
l i n e n
SMOKE
DET.
workstation
WOOD FLOOR B U I L T I N D E S K
FALSE GARAGE
DORMER
2X6 FRAMING
6"
3" 3"
2)TWT2423
WNDWS @ 15'- 0"
FROM T.O.F.
7' - 0" 10' - 0" 7' - 0"
60" 60"
LINE OF GARAGE BELOW
LINE OF GARAGE BELOW
T W T 2 4 2 3
@ 1 9 '- 6 "
F R O M T .O .F .
1 1 ' - 1 0 "
1 6 ' - 2 "
R A I L I N G
4 8 ' - 0 "
12' - 0" 20' - 6" 13' - 0" 6' - 6 1/2"
3
08
1 ) 2 8 "x 8 0 "
D O O R
6" 6"
6" 6"
52' - 0 1/2"
6' - 0" 6' - 0" 9' - 0" 11' - 6" 6' - 6" 6' - 6"
6 ' - 6 "
4 ' - 5 1 /2 "
6 ' - 0 1 /2 "
4 ' - 1 1 1 /2 "
1 1 ' - 8 3 /4 "
7 "
33 3/4"
4 ' - 2 1 /4 "
9 ' - 8 1 /2 "
1 ' - 5 1 /2 "
2 ' - 0 1 /4 "
6 ' - 8 "
6' - 2 1/4" 7' - 3" 2' - 0" 7' - 4" 3' - 3 1/2" 4' - 2" 4' - 9 1/4" 5' - 9 1/2" 11' - 2 1/2"
1 8 ' - 3 3 /4 "
3 ' - 1 1 1 /2 "
5 ' - 5 "
5 ' - 8 "
5 ' - 5 1 /2 "
5 ' - 2 1 /4 "
12 1/4"
26 1/4"
2
08
2
04
6
08
FLOOR
TRUSSES
F L O O R
T R U S S E S
FLOOR
TRUSSES
LINE OF
GARAGE
BELOW
5
06
4
08
TW2652 - 2
BEAM PER
MFG. SPEC.
TWT2023
BEAM PER
MFG. SPEC.
3)TW2652
BEAM PER
MFG. SPEC.
T W T 2 0 1 1 1
B E A M P E R
M F G . S P E C .
CXW245
w/ SDLS
BEAM PER
MFG. SPEC.
DHP310310
DHP310410
TEMPERED
BEAM PER
MFG. SPEC.
TW21052
BEAM PER
MFG. SPEC.
TW21052
BEAM PER
MFG. SPEC.
TWT34111
TW3452
BEAM PER
MFG. SPEC.
DHP 31052
BEAM PER
MFG. SPEC.
2 ' - 2 3 /4 "
9 ' - 5 1 /2 "
3 ' - 1 0 1 /2 "
1 ' - 9 1 /2 "
5 ' - 5 1 /2 "
9 ' - 2 1 /4 "
3' - 9 1/4" 7' - 6 1/2" 3' - 5" 1' - 7 1/2"
2 X 6 W A L L
FLOOR
TRUSSES
ROOF TRUSSES @
24" O.C.
ROOF TRUSSES @
24" O.C.
ROOF TRUSSES @
24" O.C.
R O O F T R U S S E S @
2 4 " O .C .
8 ' - 0 "
B E N C H R.H.
HANGING ROD
WOOD FLOOR
w/CARPET
RUNNER
4 2 "
10"
L o w e r L e v e l W i n d o w H e i g h t
8 4 "
U p p e r L e v e l W i n d o w H e i g h t
8 4 "
L o w e r L e v e l C e i l i n g H e i g h t
8 ' - 1 0 "
1 ' - 6 3 /4 "
M a i n L e v e l C e i l i n g H e i g h t
1 0 ' - 1 1 /8 "
1 ' - 6 3 /4 "
U p p e r L e v e l C e i l i n g H e i g h t
8 ' - 1 1 /8 "
18"
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/ 8" METAL FASCIA
ALUMINIUM 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
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.
M a i n L e v e l W i n d o w H e i g h t
9 6 "
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 /2 2 /2 0 1 8 4 :5 4 :0 8
P M
05
U p p e r L e v e l
S D - T h e P e r r o n R e s - C D 's -
L M C
P e r r o n R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
0 5 .0 3 .1 8
L M C
L a k e v i l l e , M N
NOTE:
ANDERSEN WINDOWS (400 SERIES) ARE
CALLED OUT BY WINDOW FRAME SIZE IN
FEET. 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:
1/2" = 1'- 0" 2 Detail - Typical Wall Section
TEMPERED
-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
4
4
4
4
4
4
4
Smoke
CO
Smoke
CO
(2
)
7
-
1
/
4
"
L
V
L
or
(
3
)
2
x
1
0
(3)2x10 or
(2)2x12 or
(2)7-1/4 LVL
H e e l
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 PITCHED
TOWARDS FLOOR DRAIN SAND
BED GRANULAR FILL
TYPICAL SLAB
CONSTRUCTION:
4" CONCRETE SLAB OVER 6
MIL POLY/VAPOR BARRIER
OVER 6" SAND BED
GRANULAR FILL
NOTE:
BEDROOM & 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).
U p p e r L e v e l C l g . H g t .
8 ' - 1 1 /8 "
T .O .F . T o G a r a g e C l g .
1 1 ' - 9 3 /8 "
7' - 4" 6' - 0" 6' - 0" 7' - 2 1/4" 4' - 11 3/4" 5' - 9 7/8" 9' - 0" 13' - 0"
H e e l
8 "
H e e l
2 ' - 5 "
H e e l
2 ' - 5 "
H e e l
9 7 /8 "
2' - 0"
Ovr' Hng
16"
9 ' - 0 "
4 2 "
4 2 "
4 2 "
7 1 /4 "
S t o n e C a p
2 1 /4 "
18"
12"
18"
12"
ROOF
TRUSSES
PER MFG.
SPEC.
ROOF TRUSSES
PER MFG. SPEC.
ROOF
TRUSSES
PER MFG.
SPEC. ROOF
TRUSSES
PER MFG.
SPEC.
ROOF
TRUSSES
PER MFG.
SPEC.
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
L o w e r L e v e l C l g . H g t .
9 ' - 1 1 /2 "
M a i n L e v e l C l g . H g t .
1 0 ' - 1 1 /8 "
U p p e r L e v e l C l g . H g t .
8 ' - 1 1 /8 "
1 6 3 /4 "
garage
bedroom #3 bedroom #2
office
Guest
Bath
F r o n t P o r c h C l g . H g t .
9 ' - 6 1 /2 "
ROOF
TRUSSES
PER MFG.
SPEC.
STEEL BEAM
DROPPED PER
MFG. SPEC. 1 1 1 /4 "
FLOOR GIRDER TRUSSES
PER MFG. SPEC.
6' - 6" 13' - 0" 2' - 6"
T .O .F . T o G a b l e W i n d o w
1 9 ' - 6 "
4 2 "
4 2 "
H e e l
7 3 /8 "
16' - 2" 11' - 10"
14"
12"
6"
12"
H e e l
1 1 1 /4 "
H e e l
2 1 1 /2 "
Ovr'hng
24"
Ovr'hng
24"
T .O .F . F r o n t D o r m e r W i n d o w
1 5 ' - 0 "
2x6 FRAMING
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 FLOOR DRAIN SAND
BED GRANULAR FILL
GARAGE WALLS:
INSULATE WALLS & CLG.
5/8" TYPE X GP. BD.
ON ALL INTERIOR GARAGE
WALLS
garage
FALSE
DORMER
M a i n S t a l l C l g . H g t .
1 0 ' - 1 1 /8 "
10" 4 2 "
9 ' - 0 "
4 2 "
H e e l
7 3 /4 "
Ovr'Hng
18" 21' - 0" 24' - 6"
Ovr'hng
18"
Ovr'Hng
24"
Ovr'Hng
42"
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
PITCHED TOWARDS
OVERHEAD DOOR SAND
BED GRANULAR FILL
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 6 MIL
POLY/VAPOR BARRIER OVER 6"
SAND BED GRANULAR FILL
NOTE:
BATHROOM & BDRM 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).
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
14"
12"
8"
12"
4 1/2"
12"
1 1 1 /4 "
T .O .F . t o G a r a g e C l g . H g t
1 0 ' - 1 1 /8 "
2 0 1 /4 "
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
GARAGE PANTRY
GAME ROOM
STAIRwell BEDROOM # 3
HANDFRAME DOWN CLG.
HGT. TO 10'- 1 1/8"
WALK IN
CLOSET
BDRM
#4
J&j
BATH
T .O .F . t o B .O . F l o o r T r u s s e s
1 1 ' - 9 3 /8 "
L o w e r L e v e l C l g . H g t .
8 ' - 1 0 "
U p p e r L e v e l C l g . H g t .
8 ' - 1 1 /8 "
ROOF TRUSSES
PER MFG. SPEC.
ROOF TRUSSES
PER MFG. SPEC.
11"
7 3 /8 "
1 4 ' - 2 3 /4 "
1 1 ' - 0 1 /4 "
5 ' - 2 1 /4 "
7 2 "
3 6 "
6 2 1 /4 "
1 3 1 /8 "
4 8 "
6 0 "
4 1 "
8 5 /8 "
SEE DETAIL ON
PG A04 - 2
BEAM FLUSH
PER MFG. SPEC.
BEAM FLUSH
PER MFG. SPEC.
BEAMS FLUSH
PER MFG. SPEC.
BEAMS FLUSH
PER MFG. SPEC.
8 ' - 3 "
11"
7 3 /8 "
26"
1 2 "
DROPPED CLG.
TO ALLOW FOR HVAC
BEAM DROPPED
PER MFG. SPEC.
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER 6 MIL
POLY/VAPOR BARRIER OVER 6"
SAND BED GRANULAR FILL
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
H e e l
1 9 5 /8 "
ROOF TRUSSES
PER MFG. SPEC.
18"
24"
18" 72"
F r o n t P o r c h C l g . H g t .
9 ' - 6 1 /2 "
8"
12"
4 1/2"
12"
NOTE:
OFFICE 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).
OFFICE
GUEST
W.I.C.
BATH
bedroom # 2
L o w e r L e v e l C l g . H g t .
8 ' - 1 0 "
M a i n L e v e l C l g . H g t .
1 0 ' - 1 1 /8 "
U p p e r L e v e l C l g . H g t .
8 ' - 1 1 /8 "
BEAM
DROPPED
PER MFG.
SPEC.
27"
CANT.
24"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
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).
H e e l
6 1 /4 "
15' - 0" 12"
BEAM FLUSHED
PER MFG. SPEC.
5 1/2"
6"
12"
14"
12"
DINING ROOM
owner's
luxury bath
bath
cl'
st
M a i n L e v e l C l g . H g t .
1 0 ' - 1 1 /8 "
U p p e r L e v e l C l g . H g t .
8 ' - 1 1 /8 "
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 /2 2 /2 0 1 8 4 :5 4 :1 2
P M
06
C r o s s S e c t i o n s
S D - T h e P e r r o n R e s - C D 's -
L M C
P e r r o n R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
0 5 .0 3 .1 8
L M C
L a k e v i l l e , M N
1/4" = 1'- 0" 1
Cross Section - Bedroom 2&3, Front Porch
@ Entry
1/4" = 1'- 0" 2 Cross Section - Main Garage Stall
1/4" = 1'- 0" 3 Cross Section - Stairwell and Garage
1/4" = 1'- 0" 4 Cross Section - Office Box Out
1/4" = 1'- 0" 5 Cross Section - Owner's Lux Bath Cantilever
T .O .F . T o F r o n t D o r m e r W i n d o w
1 5 ' - 0 "
T .O .F . M a i n S t a l l C l g . H g t .
1 0 ' - 1 1 /8 "
2 0 1 /4 "
FLOOR
GIRDER
TRUSS PER
MFG. SPEC.
LINE OF VAULT
PINE T&G
PORCH CLG.
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 PITCHED
TOWARDS FLOOR DRAIN SAND
BED GRANULAR FILL
2X10 JOISTS @ 16" O.C.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER 6 MIL
POLY/VAPOR BARRIER OVER 6"
SAND BED GRANULAR FILL
GARAGE
9 ' - 0 "
9 ' - 0 "
4 2 "
M .L . T o S c r e e n P o r c h C l g . H g t .
1 0 ' - 1 1 /8 "
T o S c r e e n P o r c h V a u l t P e a k
1 4 ' - 6 1 /8 "
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
ROOF TRUSSES
PER MFG. SPEC.
SCISSOR TRUSSES
PER MFG. SPEC.
C a s e d O p e n i n g
9 6 "
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
Ovr'Hng
12"
Ovr'Hng
12" 21' - 0" 19' - 0" 12' - 0"
18"
12"
ROOF TRUSSES
PER MFG. SPEC.
ROOF TRUSSES
PER MFG. SPEC.
METAL SEAM ROOF
6:12 SLOPE
ROOF TRUSSES
PER MFG. SPEC.
Ovr'hng
18"
7' - 0" 10' - 0" 7' - 0"
6" 6"
29 1/2"
4 2 1 /2 "
T .O .F . T o B .O . F l o o r T r u s s e s
1 1 ' - 9 3 /8 "
2 0 1 /4 "
HANDRAME
CLG HGT.
DOWN TO
10'- 1 1/8"
NOTE:
BATHROOM & BDRM 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).
GARAGE WALLS:
INSULATE WALLS & CLG.
5/8" TYPE X GP. BD.
ON ALL INTERIOR GARAGE WALLS MUDROOM
BEDROOM #4 HALL LAUNDRY MUDROOM OWNER'S
LUX. BATH
STORAGE
ROOM
GAME
ROOM
WET BAR GUEST ROOM
KITCHEN DINING
ROOM
PANTRY CL'
ST
C a s e d O p e n i n g
9 6 "
C a s e d O p e n i n g
9 6 "
C a s e d O p e n i n g
9 6 "
4 - SEASON
porch
14' - 0"
Ovr'Hng
12"
BEAM
DROPPED
PER MFG.
SPEC.
C H I M N E Y S T A C K H E I G H T
2 4 ' - 0 "
DROPPED CLG. TO ALLOW ROOM FOR
HVAC 1 0 "
DROPPED SOFFIT OVER WET BAR
CABINETRY TO MATCH DROPPED
CLG. HGT.
8 ' - 0 "
L o w e r L e v e l C l g . H g t .
8 ' - 1 0 "
M a i n L e v e l C l g . H g t .
1 0 ' - 1 1 /8 "
U p p e r L e v e l C l g . H g t .
8 ' - 1 1 /8 "
29 1/2"
METAL FLASHING
5/4" x 8" TRIM
2" RIGID
INSULATION
2X2 BLOCKING
LAP SIDING
1/2" SHEATHING
2X6 SILL PLATE
1/2" ANCHOR BOLT
2X2 BLOCKING
2 "
BUILDING PAPER
SILL PLATE DETAIL:
STANDARD FOUNDATION: ALL STRUCTURAL EXTERIOR FOUNDATION WALLS
MUST BE WRAPPED w/ 8" TRIM BOARD AND 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:
WALKOUT WALL DETAIL:
TYPICAL FOUNDATION: 3'- 6" OR 5'- 0" x 10" POURED CONCRETE FOUNDATION WALL ON
20" x 8" CONCRETE FOOTING
REBAR PER CODE
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.
5 1/2" 4 1/2"
10"
3 1 /2 "
2 " I N S U L A T I O N
LAP SIDING
PER PLAN
BUILDING PAPER
1/2" PLYWOOD
2X6 STUDS @ 16" O.C.
INSULATION PER CODE
FLASHING
GYP. BRD.
2" INSULATION @ 45
DEGREE ANGLE
1/2" ANCHOR BOLT
4" SAND
5 /4 " x 6 " T R I M B D .
5/4" x 6" TRIM BD.
5 /4 " x 6 " T R I M B D .
5/4" x 6" TRIM BD.
2" x 2" TRIM BD.
2"
2" x 2" TRIM BD.
2" 2"
8 ' - 1 1 1 /4 "
4 2 "
9 ' - 0 "
4 2 "
10"
F a m i l y R o o m C a s e d O p e i n g
9 6 "
G r e a t R o o m O p e n i n g
9 6 "
S o f f i t
2 5 1 /8 "
10"
1 0 "
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 6 MIL
POLY/VAPOR BARRIER OVER 6"
SAND BED GRANULAR FILL
H e e l
1 6 1 /8 "
B .O . O w n e r ''s S u i t e F l a t . C l g .
8 ' - 1 1 /8 "
L o w e r L e v e l C l g . H g t
8 ' - 1 0 "
M a i n L e v e l C l g . H g t .
1 0 ' - 1 1 /8 "
U p p e r L e v e l C l g . H g t .
8 ' - 1 1 /8 "
T .O . O w n e r 's S u i t e V a u l t
1 4 ' - 1 5 /8 "
ROOF
TRUSSES
PER MFG.
SPEC. ROOF
TRUSSES
PER MFG.
SPEC.
T .O . T r n s m W n d w R .O .
9 ' - 0 "
SLOPED
CLG.
GREAT ROOM
FAMILY ROOM
OWNER'S SUITE DRESSING
AREA
OWNER'S
WALK IN
CLOSET
BATH GALLERY
FOYER KITCHEN
WET BAR MECHANICAL
ROOM
7 1 /4 "
P o r c h C l g . H g t .
9 ' - 6 3 /4 "
11' - 6"
Slab to Ovr'Hng
12"
LINE OF M.L.
4 1/2"
12"
14"
12"
8"
12"
31' - 0" 13' - 0"
Ovr'Hng
24"
ROOF TRUSSES
PER MFG. SPEC.
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
front
porch
BEAM DROPPED
PER MFG. SPEC.
BEAM DROPPED
PER MFG. SPEC.
H e e l
1 3 5 /8 "
26"
1 2 "
DROPPED
SOFFIT
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 /2 2 /2 0 1 8 4 :5 4 :1 3
P M
07
C r o s s S e c t i o n s
S D - T h e P e r r o n R e s - C D 's -
L M C
P e r r o n R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
0 5 .0 3 .1 8
L M C
L a k e v i l l e , M N
1/4" = 1'- 0" 3
Cross Section - Main Garage Stall,
Mudroom, 4 - Season Porch
1" = 1'- 0" 2 Truss Detail - Standard Sill Plate
1" = 1'- 0" 4 Detail - 10" Walkout Wall
1" = 1'- 0" 5 Stool & Apron Trim Detail
1/4" = 1'- 0" 1
Cross Section - Front Entry, Front Porch,
Owner's Suite Vault
9 ' - 0 "
4 2 "
L o w e r L e v e l C l g . H g t .
8 ' - 1 0 "
M a i n L e v e l C l g . H g t .
1 0 ' - 1 1 /8 "
U p p e r L e v e l C l g . H g t .
8 ' - 1 1 /8 "
1 1 1 /4 "
6' - 0" 7' - 4"
Ovr'Hng
12"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER 6 MIL POLY/VAPOR BARRIER
OVER 6" SAND BED GRANULAR FILL
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
ROOF TRUSSES
PER MFG. SPEC.
ROOF
TRUSSES
PER MFG.
SPEC.
18"
12"
18"
12"
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
WORK -
STATION
BATH BEDROOM #2
foyer office
guest
w.i.c.
hall
way
mechanical
room
M a i n L e v e l C l g . H g t .
1 0 ' - 1 1 /8 "
STEEL BEAM
DROPPED
PER MFG.
SPEC.
P o r c h S l a b T o C l g . H g t .
9 ' - 6 1 /2 "
T&G CLG.
50" 10" 96" 10" 50"
1 0 "10x10 WD BEAMS
1 4 ' - 1 5 /8 "
4 2 "
4 2 "
5 ' - 1 5 /8 "
B .O . V a u l t C l g . H g t .
8 ' - 1 1 /8 "
2' - 11 1/2" 6' - 6" 6' - 6" 2' - 11 1/2"
18"
12"
12"
12"
owner's
suite
great
room
family
room
L o w e r L e v e l C l g . H g t .
8 ' - 1 0 "
M a i n L e v e l C l g . H g t .
1 0 ' - 1 1 /8 "
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
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 6 MIL
POLY/VAPOR BARRIER OVER 6"
SAND BED GRANULAR FILL
18" 18"
H e e l
1 1 1 /4 "
H e e l
1 1 1 /4 "
9 ' - 0 "
4 2 "
T .O .F . t o B .O . F l o o r T r u s s e s
1 1 ' - 9 3 /8 "
T .O .F . T o G a r a g e C l g . H g t .
1 0 ' - 1 1 /8 "
L o w e r L e v e l C l g . H g t .
8 ' - 1 0 "
M a i n L e v e l C l g . H g t .
1 0 ' - 1 1 /8 "
13' - 0"
Ovr'Hng
12"
24" 2 0 1 /4 "
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 FLOOR DRAIN SAND
BED GRANULAR FILL
GARAGE
NOTE:
BATHROOM & BDRM 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).
GARAGE WALLS:
INSULATE WALLS & CLG.
5/8" TYPE X GP. BD.
ON ALL INTERIOR
GARAGE WALLS
HANDFRAME CLG. DOWN
TO 10'- 1 1/8"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
18"
12"
18"
12"
BEDROOM #3 WORK -
STATION
BATH
RAILING (PER CODE OUTSIDE)
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
SCISSOR
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 PITCHED
TOWARDS FLOOR DRAIN SAND
BED GRANULAR FILL
2X10 JOISTS @ 16" O.C.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER 6 MIL
POLY/VAPOR BARRIER OVER 6"
SAND BED GRANULAR FILL
deck
5 ' - 1 5 /8 "
U p p e r L e v e l C l g . H g t .
8 ' - 1 1 /8 "
T .O . O w n e r 's S u i t e V a u l t
1 4 ' - 1 5 /8 "
L o w e r L e v e l C l g . H g t .
8 ' - 1 0 "
M a i n L e v e l C l g . H g t .
1 0 ' - 1 1 /8 "
H e e l
1 1 1 /4 "
Ovr'Hng
18"
29' - 0 1/2" 6' - 11 1/2" 18"
6"
19' - 0" 9' - 5 1/2"
4 2 "
9 ' - 0 "
4 2 "
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
ROOF TRUSSES
PER MFG. SPEC.
2 0 1 /4 "
T .O .F . t o G a r a g e C l g . H g t .
1 0 ' - 1 1 /8 "
8 ' - 1 1 /8 "
9' - 2" 6' - 0 1/2"
12"
12"
18"
12"
GARAGE
NOTE:
BATHROOM & BDRM 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).
GARAGE WALLS:
INSULATE WALLS & CLG.
5/8" TYPE X GP. BD.
ON ALL INTERIOR GARAGE WALLS
storage
room
1/2 bath
stairs
owner's
suite
great
room
family
room
1 4 ' - 2 3 /4 "
1 1 ' - 0 1 /4 "
4 ' - 1 0 3 /4 "
18" 6"
M .L . T o S c r e e n P o r c h C l g . H g t .
1 0 ' - 1 1 /8 "
30" 30" 8' - 0" 8' - 0"
7"
12"
14"
12"
PINE T&G
PORCH CLG.
SCISSOR TRUSSES
PER MFG. SPEC.
2X10 JOISTS @ 16" O.C.
screen
porch
deck
RAILING PER
CODE (OUTSIDE)
BEAMS FLUSH PER
MFG. SPEC.
BEAM
FLUSH PER
MFG. SPEC.
6" WD MNTL
2" BRICK
VENNER
H e e l
2 6 7 /8 "
H e e l
2 6 7 /8 "
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
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. SAND GAS
PERMEABLE LAYER
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
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 /2 2 /2 0 1 8 4 :5 4 :1 5
P M
08
C r o s s S e c t i o n
S D - T h e P e r r o n R e s - C D 's -
L M C
P e r r o n R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
0 5 .0 3 .1 8
L M C
L a k e v i l l e , M N
1/4" = 1'- 0" 2 Cross Section - Garage, Foyer, Bedroom 2
1/4" = 1'- 0" 3 Cross Section - Owner's Suite Vault
1/4" = 1'- 0" 4 Cross Section - Garage, Foyer, Bedroom 3
1/4" = 1'- 0" 5
Cross Section - Owner's Suite Vault and
Stairwell
1/4" = 1'- 0" 1 Cross Section - Screen Porch
3/8" = 1'- 0" 6 Detail - Passive Radon System
UP
UP
UP
DN
DN
DN
DN
DN
LOWER LEVEL
1261 SQ. FT
mech. room
124 SQ. FT
st'rg
139 SQ.
FT
main level
1599 SQ. FT
deck
306 SQ. FT
4 - SEASON
porch
221 SQ. FT
wrap around
porch 383 SQ. FT
garage
1198 SQ. FT
upper level 1804 SQ. FT
stairs 105 SQ. FT
9 ' - 0 "
1 1 6 1 /4 "
4 2 "
4 2 "
BEAM FLUSHED
PER MFG. SPEC.
HANDFRAME
SOFFIT &
EAVE
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 PITCHED
TOWARDS OVERHEAD DOOR
SAND BED GRANULAR FILL
BEDROOM FLOOR OVER GARAGE:
- HEAT DUCT & SEWER WRAPPED &
FOAMED
- HOLD HEAT DUCT & SEWER TIGHT
TO SUBFLOOR
- 18" BLOWN INSULATION (R - 49)
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER 6 MIL
POLY/VAPOR BARRIER OVER 6"
SAND BED GRANULAR FILL
storage room
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
ROOF TRUSSES
PER MFG. SPEC.
U .L . T o G a b l e W i n d o w
1 3 ' - 6 "
L o w e r L e v e l C l g . H g t .
8 ' - 1 0 "
U p p e r L e v e l C l g . H g t .
8 ' - 1 1 /8 "
hall 1/2
bath
mudroom
bedroom #4 bedroom #3 J&J
bath
H e e l
7 1 /4 "
4' - 6" 14' - 6" 21' - 0" 1' - 6"
12"
garage
14"
12"
6"
12"
H e e l
7 3 /8 "4 1/2"
12"
1 ' - 8 1 /4 "
T .O .F . T o B .O . F l o o r T r u s s e s
1 1 ' - 9 3 /8 "
8 ' - 4 7 /8 "
2 0 1 /4 "
T .O .F . T o G a r a g e C l g . H g t .
1 0 ' - 1 1 /8 "
FRAME DOWN TO CLG. HGT.
10"
Ovr'Hng
42"
M a i n L e v e l C l g . H g t .
1 0 ' - 1 1 /8 "
8"
12"
TWT 2423
BEAM PER
MFG. SPEC
NOTE:
SHOWN FOR
ILLUSTRATIVE
PURPOSES ONLY.
VERIFY DESIGN WITH
INTERIOR DESIGNER
AND HOMEOWNER
TV LOCATION
CUSTOM BRACKET #1 DETAIL
SIDE VIEW FRONT VIEW
3 6 "
15" 5 1/2"
3 6 "
2 "
1 1 /2 "
2 8 1 /4 "
3 /4 "
1 /2 "
3 "
5 1/2"
5 1/2"
3 1/2"
3 1 /2 "
4 1 /4 "
2 8 1 /4 "
3 1 /2 "
1 /2 "
7 /1 6 "
3 5 /1 6 "
1" 2"
1"
1 1/2"
5
0
3
/
4
"
R
A
D
I
U
S
1"
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 /2 2 /2 0 1 8 4 :5 4 :1 5
P M
09
S q u a r e F o o t a g e C a l c u l a t i o n s
S D - T h e P e r r o n R e s - C D 's -
L M C
P e r r o n R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
0 5 .0 3 .1 8
L M C
L a k e v i l l e , M N
LOWER LEVEL:
MAIN LEVEL:
UPPER LEVEL:
FINISHED TOTAL:
SQUARE FOOTAGE CALCULATIONS
1261 SQ. FT. LOWER LEVEL
124 SQ. FT. MECHANICAL ROOM
139 SQ. FT. PATIO
1599 SQ. FT. MAIN LEVEL
1198 SQ. FT. GARAGE
221 SQ. FT. SCREEN PORCH
306 SQ. FT. DECK
383 SQ. FT. FRONT PORCH
1804 SQ. FT. UPPER LEVEL
105 SQ. FT. STAIRS
4664 SQ. FT. FINISHED TOTAL
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
1/4" = 1'- 0" 4
Cross Section - Bedroom 3&4. Garage and
Mudoom
3/8" = 1'- 0" 5 Detail - Great Room Fireplace
1 1/2" = 1'- 0" 6 Bracket #1 Detail
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1-07-03 Customer: Dakota County LumberJob Number: 304947-A Home Owner: SD / PERRONJob Name: Roof Site Address:Sales Rep: John Hummel City, ST, ZIP: MN Designer: John Miller2926 Lone Oak Circle, St. Paul, MN 55121 Ph: 651-454-3610 Fax: 651-454-4765 Date: 7/3/2018 Version: 8.2.2.241
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1
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L
V
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DR
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D
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WIN
D
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2X
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18" DEEP TRUSSES 19.2" O.C. BASE SPACING.DIMENSIONS ON TRUSS LAYOUT ARE FROM OUTSIDE OF FRAMING.LEFT END OF TRUSSES ARE DENOTED ON THE LAYOUT WITH A LITTLE TRIANGLE. LEFT END OF TRUSS HAS ALSO BEEN PAINTED.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBING LOCATIONS. DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS, PLEASE CALL JOHN @ 651-688-3609 OR EMAIL:JMILLER@VILLAUME.COM
F
F
6
F
F
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3
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A
1
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1
W2 W1 W1 W1 W1 W1 W1 W1
U
2
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1
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1
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1
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3
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3
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3
U
3
S
2
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1
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R
4
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1
R1 R2 R2 R2 R2 R2 R2 R2 R1 R1 R3 Z2 Z1 Z1 Z1 Z1 Z2
S
3
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3
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3
S
3
Y2 Y1 Y1 Y1
MA
2
MA
2
MA
2
MA
2
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2
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V1
5
R
V1
6
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V1
7
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V1
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V1
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P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P4
2-
0
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-
0
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1-
0
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-
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1
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-
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-
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1
6
-
0
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-
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1
8
-
0
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-
0
0
5
2
-
0
0
-
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0
1-11-08 16-00-0828-00-006-00-00
14
-
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8-
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29-06-00
90
-
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Customer: Dakota County LumberJob Number: 304947-A Home Owner: SD / PERRONJob Name: Roof Site Address:Sales Rep: John Hummel City, ST, ZIP: MN Designer: John Miller2926 Lone Oak Circle, St. Paul, MN 55121 Ph: 651-454-3610 Fax: 651-454-4765 Date: 7/3/2018 Version: 8.2.2.241
Job
304947-A
Truss
F1
Truss Type
Floor
Qty
9
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:12 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-qesMD4JNErTWDKukUaDUcvVqysdg6k5drqpgzJz?pA1
Scale = 1:33.2
B1
BL1 BL1
T1
W3 W3
1 2 3 4 5 6 7 8 9
14 13 12 11 10
15 16
1.5x3
3x6
1.5x3
1.5x3
3x6
1.5x3
3x8
4x8
1.5x3 3x4 1.5x3
3x5
3x4 1.5x3
4x6
4x6
16-10-11
16-10-11
18-2-10
1-3-15
2-5-4 1-4-5 1-4-5
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.35
0.79
0.52
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.18
-0.32
0.07
(loc)
12-13
12-13
10
l/defl
>999
>681
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 74 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 = 856/0-5-8 (min. 0-1-8)
10 = 856/0-2-8 (min. 0-1-8)
Max Grav
14 = 856(LC 1)
10 = 856(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-2317/0, 3-4=-2317/0, 4-5=-2810/0,
5-6=-2810/0, 6-7=-1558/0,
7-8=-1558/0
BOT CHORD
13-14=0/1404, 12-13=0/2766,
11-12=0/2390, 10-11=0/860
WEBS
2-14=-1588/0, 2-13=0/1043,
4-13=-512/0, 6-12=0/479, 6-11=-950/0,
8-11=0/971, 8-10=-1168/0
NOTES-
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 or restrained by other
means.
LOAD CASE(S)
Standard
Job
304947-A
Truss
F2
Truss Type
Floor
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:14 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-m1_7emLdlTjETe26c?FyhKb?PgIYaZYvI8In2Bz?pA?
Scale = 1:33.2
B1
BL1 BL1
T1
W3 W3
1 2 3 4 5 6 7 8 9
14 13 12 11 10
15 16
17
1.5x3
3x8
1.5x3
1.5x3
4x6
1.5x3
4x10
4x10
1.5x3 3x4 1.5x3
3x8
3x5 1.5x3
5x8
6x6
16-10-11
16-10-11
18-2-10
1-3-15
2-5-4 1-4-5 1-4-5
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [10:Edge,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.99
0.89
0.84
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.17
-0.51
0.10
(loc)
12-13
12-13
10
l/defl
>999
>422
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 74 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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, except
end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)
14 = 1162/0-5-8 (min. 0-1-8)
10 = 1181/0-2-8 (min. 0-1-8)
Max Grav
14 = 1162(LC 1)
10 = 1181(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-3451/0, 3-4=-3451/0, 4-5=-4384/0,
5-6=-4384/0, 6-17=-2242/0,
7-17=-2242/0, 7-8=-2242/0
BOT CHORD
13-14=0/1967, 12-13=0/4301,
11-12=0/3662, 10-11=0/1209
WEBS
2-14=-2228/0, 2-13=0/1693,
3-13=-304/0, 4-13=-971/0, 5-12=-405/0,
6-12=0/824, 6-11=-1620/0,
8-11=0/1437, 8-10=-1645/0
NOTES-
1) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 10.
2) 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.
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 or restrained by other
means.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 10-14=-8, 1-3=-88, 3-17=-163, 9-17=-88
2) Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 10-14=-8, 1-3=-88, 3-17=-163, 9-17=-88
Job
304947-A
Truss
F3
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:16 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-jP6t3SMuH4zxiyCVjQHQnlgZCUBm2gWCmSnt54z?p9z
Scale = 1:32.7
B1
BL1 BL1
T1
ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
30 29 28 27 26 25 24 23 22 21 20 19 18 17 16
31 32
3x4 3x5
1.5x5
3x4
18-2-10
18-2-10
0-1-8 0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [16:0-2-0,Edge], [32:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.07
0.01
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
16
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 67 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 18-2-10.
(lb) - Max Grav
All reactions 250 lb or less at
joint(s) 30, 16, 29, 28, 27, 26, 25,
24, 23, 22, 21, 20, 19, 18, 17
FORCES.(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 or restrained by other
means.
LOAD CASE(S)
Standard
Job
304947-A
Truss
F4
Truss Type
Floor
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:17 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-BcgFHoNW2O5oK6nhH7ofJzDbktPln0PM?6XRdWz?p9y
Scale = 1:53.7
B1
BL1 BL1
T1
W3 W4 W5
B2
T21 2 3 4 5 6 7 8 9 10 11 12 13 14 15
24 23 22 21 20 19 18 17 16
25 26
3x6 FP3x6
3x6 FP
3x6
3x4 3x4
3x5
3x4
4x8
3x8
4x4
3x4
3x4
3x8
3x8
4x8
3x4
3x6
15-9-4
15-9-4
25-9-12
10-0-8
30-0-0
4-2-4
2-5-4 0-4-12 2-5-0 1-5-4
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [21:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.66
0.48
0.51
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.15
0.03
(loc)
22-23
22-23
16
l/defl
>999
>999
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 121 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 = 590/0-5-8 (min. 0-1-8)
20 = 1759/0-5-8 (min. 0-1-8)
16 = 495/0-5-8 (min. 0-1-8)
Max Grav
24 = 633(LC 3)
20 = 1759(LC 1)
16 = 563(LC 4)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1498/0, 3-4=-1498/0,
4-5=-1182/23, 5-6=-1182/23,
6-7=0/1353, 7-8=0/1353, 8-9=0/1733,
9-10=0/1737, 10-11=-921/285,
11-12=-921/285, 12-13=-1145/0,
13-14=-1145/0
BOT CHORD
23-24=0/989, 22-23=0/1542,
21-22=-414/356, 20-21=-1353/0,
19-20=-721/142, 18-19=-721/142,
17-18=-28/1232, 16-17=0/580
WEBS
2-24=-1118/0, 2-23=0/581, 4-22=-501/0,
6-22=0/1032, 6-21=-1500/0,
8-21=0/732, 8-20=-948/0, 12-18=-497/0,
10-18=0/1028, 10-20=-1493/0,
14-17=0/645, 14-16=-770/0
NOTES-
1) Unbalanced floor live loads have been considered
for this design.
2) All plates are 1.5x3 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 or restrained by other
means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Job
304947-A
Truss
F5
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:19 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-7_n0hUPma?LWZPx4OYr7OOI4ShCRF1GfSQ0XiPz?p9w
Scale = 1:54.0
B2
BL1 BL1
T1
ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1
B1
T21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2425
50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26
51 52
3x6 FP 3x4 3x4
3x6 FP
30-0-0
30-0-0
0-1-8 0-1-8
1-
6
-
0
1-
6
-
0
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.07
0.02
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
26
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 105 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 30-0-0.
(lb) - Max Grav
All reactions 250 lb or less at
joint(s) 26, 50, 49, 48, 47, 46, 45,
44, 43, 42, 41, 40, 39, 38, 37, 35,
34, 33, 32, 31, 30, 29, 28, 27
FORCES.(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 or restrained by other
means.
LOAD CASE(S)
Standard
Job
304947-A
Truss
F6
Truss Type
Floor
Qty
3
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:21 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-3Nvm69Q06ccEoj4SWztbUpNHLVmZjqdxvkVenHz?p9u
Scale = 1:56.2
B1
BL1 BL2
T1
W3 W6W4W5
B2
T21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
26 25 24 23 22 21 20 19 18 17
27
28
29
3x6 FP3x6
4x6 3x6 FP
3x8 4x8
3x4 3x4 3x4
3x6
3x4
3x8
3x8
4x4
3x4
3x4
3x8
3x5
4x8
3x6
15-9-4
15-9-4
25-9-12
10-0-8
29-10-8
4-0-12
30-0-0
0-1-8
31-6-0
1-6-0
2-5-4 0-4-12 2-5-0 1-5-4 1-3-0
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [16:0-1-8,Edge], [23:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.69
0.55
0.50
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.09
-0.15
0.03
(loc)
24-25
24-25
22
l/defl
>999
>999
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 129 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 = 606/0-5-8 (min. 0-1-8)
18 = 1643/0-5-8 (min. 0-1-8)
22 = 1627/0-5-8 (min. 0-1-8)
Max Grav
26 = 649(LC 5)
18 = 1711(LC 4)
22 = 1633(LC 3)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1555/0, 3-4=-1555/0, 4-5=-1296/0,
5-6=-1296/0, 6-7=0/1189, 7-8=0/1189,
8-9=0/1565, 9-10=0/1569,
10-11=-691/526, 11-12=-691/526,
12-13=-513/543, 13-14=-513/543,
14-15=0/980, 15-16=0/980
BOT CHORD
25-26=0/1018, 24-25=0/1628,
23-24=-278/498, 22-23=-1189/0,
21-22=-753/112, 20-21=-753/112,
19-20=-480/801, 18-19=-785/0
WEBS
2-26=-1151/0, 2-25=0/613, 4-24=-471/0,
6-24=0/1001, 6-23=-1469/0,
8-23=0/719, 8-22=-935/0,
16-18=-1355/0, 12-19=-340/0,
12-20=-267/0, 10-20=0/801,
10-22=-1266/0, 14-19=0/881,
14-18=-916/0
NOTES-
1) Unbalanced floor live loads have been
considered for this design.
2) All plates are 1.5x3 MT20 unless otherwise
indicated.
3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have
been modified. Building designer must review loads
to verify that they are correct for the intended use of
this truss.
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 or restrained by other
means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-16=-88
Concentrated Loads (lb)
Vert: 16=-889
2) Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-16=-88
Concentrated Loads (lb)
Vert: 16=-889
3) 1st Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-15=-88, 15-16=-24
Concentrated Loads (lb)
Vert: 16=-889
4) 2nd Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-9=-24, 9-16=-88
Concentrated Loads (lb)
Vert: 16=-889
5) 3rd Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-9=-88, 9-15=-24, 15-16=-88
Concentrated Loads (lb)
Vert: 16=-889
6) 4th Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-9=-24, 9-15=-88, 15-16=-24
Concentrated Loads (lb)
Vert: 16=-889
7) 5th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-15=-88, 15-16=-24
Concentrated Loads (lb)
Vert: 16=-889
8) 6th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-9=-24, 9-16=-88
Concentrated Loads (lb)
Vert: 16=-889
9) 7th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-9=-88, 9-15=-24, 15-16=-88
Concentrated Loads (lb)
Vert: 16=-889
10) 8th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-9=-24, 9-15=-88, 15-16=-24
Concentrated Loads (lb)
Vert: 16=-889
Job
304947-A
Truss
F7
Truss Type
Floor
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:23 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-0m1XXrSHeEsy21ErdOv3ZETcCISJBkyEN2_lrAz?p9s
Scale = 1:56.4
B1
BL1 BL2
T1
W3 W6W4W5
B2
T21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
26 25 24 23 22 21 20 19 18 17
27
28
29
3x6 FP3x6
3x4 3x6 FP
3x6 3x6
3x4 3x4 3x4
3x5
3x4
3x8
3x8
4x4
3x4
3x4
3x8
3x6
4x8
3x5
15-9-4
15-9-4
25-9-12
10-0-8
29-10-8
4-0-12
30-0-0
0-1-8
31-6-0
1-6-0
2-5-4 0-4-12 2-5-0 1-5-4 1-3-0
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [16:0-1-8,Edge], [23:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.73
0.53
0.51
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.15
0.03
(loc)
24-25
24-25
22
l/defl
>999
>999
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 129 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 = 594/0-5-8 (min. 0-1-8)
18 = 862/0-5-8 (min. 0-1-8)
22 = 1723/0-5-8 (min. 0-1-8)
Max Grav
26 = 638(LC 5)
18 = 930(LC 4)
22 = 1729(LC 3)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1514/0, 3-4=-1514/0, 4-5=-1213/0,
5-6=-1213/0, 6-7=0/1314, 7-8=0/1314,
8-9=0/1693, 9-10=0/1697,
10-11=-867/350, 11-12=-867/350,
12-13=-995/61, 13-14=-995/61,
14-15=0/257, 15-16=0/256
BOT CHORD
25-26=0/997, 24-25=0/1566,
23-24=-382/395, 22-23=-1314/0,
21-22=-729/136, 20-21=-729/136,
19-20=-152/1130, 18-19=-152/386
WEBS
2-26=-1127/0, 2-25=0/590, 4-24=-494/0,
6-24=0/1024, 6-23=-1492/0,
8-23=0/729, 8-22=-944/0, 16-18=-354/0,
12-20=-442/0, 10-20=0/974,
10-22=-1439/0, 14-19=0/708,
14-18=-794/0
NOTES-
1) Unbalanced floor live loads have been considered
for this design.
2) All plates are 1.5x3 MT20 unless otherwise
3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have
been modified. Building designer must review loads
to verify that they are correct for the intended use of
this truss.
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 or restrained by other
means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-16=-88
Concentrated Loads (lb)
Vert: 16=-192
2) Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-16=-88
Concentrated Loads (lb)
Vert: 16=-192
3) 1st Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-15=-88, 15-16=-24
Concentrated Loads (lb)
Vert: 16=-192
4) 2nd Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-9=-24, 9-16=-88
Concentrated Loads (lb)
Vert: 16=-192
5) 3rd Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-9=-88, 9-15=-24, 15-16=-88
Concentrated Loads (lb)
Vert: 16=-192
6) 4th Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Standard
Uniform Loads (plf)
Vert: 17-26=-8, 1-9=-24, 9-15=-88, 15-16=-24
Concentrated Loads (lb)
Vert: 16=-192
7) 5th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-15=-88, 15-16=-24
Concentrated Loads (lb)
Vert: 16=-192
8) 6th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-9=-24, 9-16=-88
Concentrated Loads (lb)
Vert: 16=-192
9) 7th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-9=-88, 9-15=-24, 15-16=-88
Concentrated Loads (lb)
Vert: 16=-192
10) 8th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-9=-24, 9-15=-88, 15-16=-24
Concentrated Loads (lb)
Vert: 16=-192
Job
304947-A
Truss
F8
Truss Type
Floor
Qty
4
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:24 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-UybvlBTvPX_pfBp1B6QI5R?qWioYwBoOchjINcz?p9r
Scale = 1:47.1
B1
BL1 BL1
T1
W5W2W4
B2
T21 2 3 4 5 6 7 8 9 10 11 12 13
21 20 19 18 17 16 15 14
22 23
3x6 FP
1.5x3
3x6
1.5x3
1.5x3
1.5x3
3x6 FP
3x6
1.5x3 3x4
3x6
3x4
3x6
1.5x3 3x4
4x8
3x4 3x4
3x8
1.5x3 3x6
4x4
3x4
4-11-6
4-11-6
15-6-6
10-7-0
25-9-2
10-2-12
2-2-6 2-5-4 0-4-12 2-5-0
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [17:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.57
0.47
0.47
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.14
0.02
(loc)
19-20
19-20
16
l/defl
>999
>999
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 105 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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)
21 = 608/0-2-8 (min. 0-1-8)
14 = 282/0-5-8 (min. 0-1-8)
16 = 1547/0-5-8 (min. 0-1-8)
Max Uplift
14 = -8(LC 3)
Max Grav
21 = 626(LC 3)
14 = 384(LC 4)
16 = 1547(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1445/0, 3-4=-1445/0, 4-5=-1186/0,
5-6=-1186/0, 6-7=0/1018, 7-8=0/1018,
8-9=0/1384, 9-10=0/1388,
10-11=-581/297, 11-12=-581/297
BOT CHORD
20-21=0/903, 19-20=0/1517,
18-19=-99/389, 17-18=-99/389,
16-17=-1018/0, 15-16=-693/174,
14-15=-87/525
WEBS
12-14=-591/100, 10-15=0/674,
10-16=-1145/0, 2-20=0/619,
2-21=-1045/0, 4-19=-416/0, 6-19=0/948,
6-17=-1416/0, 8-17=0/697,
8-16=-935/0
NOTES-
1) Unbalanced floor live loads have been considered
for this design.
2) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 21.
3) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 8 lb
uplift at joint 14.
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 or restrained by other
means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Job
304947-A
Truss
F9
Truss Type
Floor
Qty
7
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:26 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-QLif9tU9x9EXvUzQJWTmBs48?WTMO4Lh3?CPSVz?p9p
Scale = 1:47.1
B1
BL1 BL1
T2
W5W2W4
B2
T11 2 3 4 5 6 7 8 9 10 11 12 13
21 20 19 18 17 16 15 14
22 23
24 25
3x6 FP
1.5x3
3x6
1.5x3
1.5x3
1.5x3
3x6 FP
3x6
1.5x3 3x4
3x6
3x4
3x6
1.5x3 3x5
4x8
3x5 3x4
4x8
1.5x3 3x8
4x4
3x4
4-11-6
4-11-6
15-6-6
10-7-0
25-9-2
10-2-12
2-2-6 2-5-4 0-4-12 2-5-0
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [17:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.69
0.57
0.53
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.16
0.03
(loc)
19-20
19-20
16
l/defl
>999
>999
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 105 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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)
21 = 650/0-2-8 (min. 0-1-8)
14 = 264/0-5-8 (min. 0-1-8)
16 = 1678/0-5-8 (min. 0-1-8)
Max Uplift
14 = -26(LC 3)
Max Grav
21 = 669(LC 3)
14 = 365(LC 4)
16 = 1678(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1596/0, 3-24=-1596/0,
4-24=-1596/0, 4-5=-1340/0,
5-6=-1340/0, 6-25=0/1095, 7-25=0/1095,
7-8=0/1095, 8-9=0/1517, 9-10=0/1520,
10-11=-514/364, 11-12=-514/364
BOT CHORD
20-21=0/974, 19-20=0/1729,
18-19=-52/436, 17-18=-52/436,
16-17=-1095/0, 15-16=-792/74,
14-15=-121/491
WEBS
12-14=-553/139, 12-15=-277/26,
10-15=0/712, 10-16=-1182/0,
2-20=0/710, 2-21=-1128/0, 4-19=-483/0,
6-19=0/1070, 6-17=-1557/0,
8-17=0/764, 8-16=-1071/0
NOTES-
1) Unbalanced floor live loads have been considered
for this design.
2) Provide mechanical connection (by others) of
truss to bearing plate at joint(s) 21.
3) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 26 lb
uplift at joint 14.
4) 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.
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 or restrained by other
means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 14-21=-8, 1-24=-88, 5-24=-112, 5-25=-88,
9-25=-112, 9-13=-88
2) Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 14-21=-8, 1-24=-88, 5-24=-112, 5-25=-88,
9-25=-112, 9-13=-88
3) 1st Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 14-21=-8, 1-24=-88, 5-24=-112, 5-25=-88,
9-25=-112, 9-13=-24
4) 2nd Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 14-21=-8, 1-24=-24, 5-24=-48, 5-25=-24,
9-25=-48, 9-13=-88
5) 3rd unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 14-21=-8, 1-24=-88, 5-24=-112, 5-25=-88,
9-25=-112, 9-13=-24
6) 4th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Standard
Uniform Loads (plf)
Vert: 14-21=-8, 1-24=-24, 5-24=-48, 5-25=-24,
9-25=-48, 9-13=-88
Job
304947-A
Truss
F10
Truss Type
Floor
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:28 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-MjqQaYWPSmUE8o7oQxVEGHAZiJ7ZszvzWJhWWNz?p9n
Scale = 1:25.8
B1
BL2
T1
BL1
W1 W4
1 2 3 4 5 6 7 8
14 13 12 11 10 9
15
16
17 18
1.5x3
4x6
1.5x3
6x6
4x8
1.5x3 4x6
3x4
3x4 1.5x3
3x6
3x4
4x4
3x4
0-4-0
0-4-0
3-4-4
3-0-4
14-2-0
10-9-12
0-5-12 2-5-4 0-6-0 0-1-8
1-
6
-
0
0-
9
-
8
1-
6
-
0
Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:Edge,0-1-8], [10:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.36
0.66
0.59
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.18
0.02
(loc)
11-12
11-12
9
l/defl
>999
>918
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 60 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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)
9 = 802/0-5-8 (min. 0-1-8)
16 = 742/0-3-8 (min. 0-1-8)
Max Grav
9 = 802(LC 1)
16 = 742(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-373/0, 2-3=-1421/0, 3-17=-1421/0,
4-17=-1421/0, 4-5=-2015/0,
5-6=-2015/0, 6-7=-430/0, 1-16=-742/0
BOT CHORD
12-13=0/373, 11-12=0/1966,
10-11=0/1482, 9-10=0/430
WEBS
2-12=0/1190, 2-13=-758/0, 1-13=0/854,
4-12=-622/0, 5-11=-279/0, 6-11=0/609,
6-10=-1200/0, 7-10=0/619, 7-9=-967/0
NOTES-
1) Bearing at joint(s) 16 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
2) 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.
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 or restrained by other
means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 9-14=-8, 1-17=-88, 17-18=-112, 8-18=-88
2) Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 9-14=-8, 1-17=-88, 17-18=-112, 8-18=-88
Job
304947-A
Truss
F11
Truss Type
FLOOR
Qty
5
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:29 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-qwOoouW2D3c5myi?_f0ToVilkjUtbQE7lzR33qz?p9m
Scale = 1:25.8
B1
BL2
T1
BL1
W1 W4
1 2 3 4 5 6 7 8
14 13 12 11 10 9
15
16
1.5x3
4x6
1.5x3
6x6
4x8
1.5x3 4x6
3x5
3x4 1.5x3
3x5
3x4
4x4
3x4
0-4-0
0-4-0
3-4-4
3-0-4
14-2-0
10-9-12
0-5-12 2-5-4 0-6-0 0-1-8
1-
6
-
0
0-
9
-
8
1-
6
-
0
Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:Edge,0-1-8], [10:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-10-0
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.28
0.59
0.58
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.18
0.02
(loc)
11-12
11-12
9
l/defl
>999
>953
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 60 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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)
9 = 759/0-5-8 (min. 0-1-8)
16 = 764/0-3-8 (min. 0-1-8)
Max Grav
9 = 759(LC 1)
16 = 764(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-386/0, 2-3=-1426/0, 3-4=-1426/0,
4-5=-1918/0, 5-6=-1918/0, 6-7=-406/0,
1-16=-764/0
BOT CHORD
12-13=0/386, 11-12=0/1900,
10-11=0/1395, 9-10=0/406
WEBS
3-12=-260/0, 2-12=0/1180, 2-13=-783/0,
1-13=0/884, 4-12=-541/0, 5-11=-250/0,
6-11=0/597, 6-10=-1129/0, 7-10=0/591,
7-9=-911/0
NOTES-
1) Bearing at joint(s) 16 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
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 or restrained by other
means.
3) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Job
304947-A
Truss
F12
Truss Type
Floor
Qty
4
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:31 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-nIWYDaYIlhsp?FrN542xuwo?vX7h3IqQDHwA7iz?p9k
Scale = 1:40.2
B1
BL1 BL1
T1
W2
W4
B2
T21 2 3 4 5 6 7 8 9 10 11 12
20 19 18 17 16 15 14 13
21 22
3x12 MT18HS FP
1.5x3
4x6
1.5x3
1.5x3
1.5x3
3x6 FP
3x5
1.5x3
3x4 1.5x3
4x8
4x8
5x5
3x4 3x4 1.5x3
4x8
4x8
5x5
3x4
4x6
11-2-4
11-2-4
22-0-0
10-9-12
0-10-8 2-5-4 0-6-0
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [13:Edge,0-1-8], [14:0-1-8,Edge], [19:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.62
0.76
0.64
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.35
-0.62
0.11
(loc)
16
16-18
13
l/defl
>744
>422
n/a
L/d
480
240
n/a
PLATES
MT20
MT18HS
Weight: 91 lb FT = 20%F, 11%
GRIP
197/144
197/144
LUMBER-
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 5-4-6 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)
20 = 1038/0-5-8 (min. 0-1-8)
13 = 1038/0-5-8 (min. 0-1-8)
Max Grav
20 = 1038(LC 1)
13 = 1038(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-803/0, 3-4=-3352/0, 4-5=-3352/0,
5-6=-4156/0, 6-7=-4156/0, 7-8=-4156/0,
8-9=-3221/0, 9-10=-3221/0,
10-11=-543/0
BOT CHORD
19-20=0/803, 18-19=0/2281,
17-18=0/3955, 16-17=0/3955,
15-16=0/3890, 14-15=0/2085,
13-14=0/543
WEBS
5-18=-689/0, 3-18=0/1222,
3-19=-1688/0, 2-19=0/850,
2-20=-1312/0, 8-16=0/303, 8-15=-763/0,
10-15=0/1297, 10-14=-1760/0,
11-14=0/891, 11-13=-1218/0
NOTES-
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 or restrained by other
means.
LOAD CASE(S)
Standard
Job
304947-A
Truss
F13
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:32 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-FU4wQwZwW__gdPQafnaAQ7KIAweTovUZRxfjf9z?p9j
Scale = 1:39.4
B1
BL1 BL1
T2
ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1
B2
T11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
39 40
3x4 3x6 FP 3x4
3x6 FP
22-0-0
22-0-0
0-1-8 0-1-8
1-
6
-
0
1-
6
-
0
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.07
0.02
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
20
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 78 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 22-0-0.
(lb) - Max Grav
All reactions 250 lb or less at
joint(s) 38, 20, 37, 36, 35, 34, 33,
32, 31, 29, 28, 27, 26, 25, 24, 23,
22, 21
FORCES.(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 or restrained by other
means.
LOAD CASE(S)
Standard
Job
304947-A
Truss
F14
Truss Type
Floor
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:34 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-BtBhrcaA2cEOsjaynCceVYQcvkJYGpbsvF8qk1z?p9h
Scale = 1:12.3
B1
BL1 W1
T1
W2 W3 W4
1 2 3 4
7 6 5
8
9
1.5x3
1.5x3
1.5x3
3x4 1.5x3 3x4
3x6
3x4
3x4
5-7-8
1-6-0
1-6-0
1-7-8
0-1-8
4-7-8
3-0-0
5-9-0
1-1-8
5-11-0
0-2-0
1-3-0 1-5-4 2-5-4
0-1-8
0-2-0
1-
6
-
0
1-
4
-
8
1-
6
-
0
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.25
0.11
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.03
0.00
(loc)
6
5-6
4
l/defl
>999
>999
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 27 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 5-11-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)
4 = 170/0-1-7 (min. 0-1-8)
6 = 357/0-5-8 (min. 0-1-8)
Max Grav
4 = 187(LC 4)
6 = 357(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
1) Unbalanced floor live loads have been considered
for this design.
2) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 4.
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 or restrained 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)
Standard
Job
304947-A
Truss
F15
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:35 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-f3l32ybopvMFUt98Kv7t2mypP8gE?GD?7vuOGTz?p9g
Scale = 1:19.5
B1
BL1 W1
T1
ST1 ST1 ST1 ST1 ST1 ST1 ST1
1 2 3 4 5 6 7 8 9
18 17 16 15 14 13 12 11 10
19
3x4
9-11-12
9-11-12
0-1-8
1-
6
-
0
1-
6
-
0
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.07
0.01
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
10
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 37 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 9-11-12.
(lb) - Max Grav
All reactions 250 lb or less at
joint(s) 18, 10, 17, 16, 15, 14, 13,
12, 11
FORCES.(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 or restrained by other
means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Job
304947-A
Truss
F16
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:36 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-7GJRGIcRaDV661kLude6bzV_3Y0DkjS9MZdxowz?p9f
Scale = 1:16.7
B1
BL1
W1
T1
ST1 ST1 ST1 ST1 ST1 ST1
1 2 3 4 5 6 7 8
15 14 13 12 11 10 9
16
3x4 3x6
3x4
8-5-8
8-5-8
0-1-8
1-
6
-
0
1-
6
-
0
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.08
0.03
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
9
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 33 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 8-5-8.
(lb) - Max Grav
All reactions 250 lb or less at
joint(s) 15, 9, 14, 13, 12, 11, 10
FORCES.(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 or restrained by other
means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Job
304947-A
Truss
F17
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:38 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-3eRBhzdh6qlqLKuj02hagOaKXLhqCdxSqt62toz?p9d
Scale = 1:9.4
B1
BL1
W1 W1W1
T1
ST1 ST1
1 2 3 4
8 7 6 5
9
3x4 3x4
1.5x3
1.5x3 3x4
1.5x3
1.5x3
1.5x3
1.5x3
4-3-0
4-3-0
0-1-8
1-
6
-
0
1-
6
-
0
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.08
0.02
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 18 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 4-3-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 4-3-0.
(lb) - Max Grav
All reactions 250 lb or less at
joint(s) 8, 5, 7, 6
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 or restrained by other
means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Job
304947-A
Truss
FF1
Truss Type
Floor
Qty
11
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:39 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-Yr?auJeJt8thzUTwZlCpCc7R8lr?xymb2XsbPFz?p9c
Scale = 1:33.2
B1
BL1 BL1
T1
W3 W3
1 2 3 4 5 6 7 8 9
14 13 12 11 10
15 16
1.5x3
3x6
1.5x3
1.5x3
3x6
1.5x3
3x8
4x8
1.5x3 3x4 1.5x3
3x5
3x4 1.5x3
4x6
4x6
16-10-11
16-10-11
18-2-10
1-3-15
2-5-4 1-4-5 1-4-5
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.35
0.79
0.52
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.18
-0.32
0.07
(loc)
12-13
12-13
10
l/defl
>999
>681
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 74 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 = 856/0-5-8 (min. 0-1-8)
10 = 856/0-2-8 (min. 0-1-8)
Max Grav
14 = 856(LC 1)
10 = 856(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-2317/0, 3-4=-2317/0, 4-5=-2810/0,
5-6=-2810/0, 6-7=-1558/0,
7-8=-1558/0
BOT CHORD
13-14=0/1404, 12-13=0/2766,
11-12=0/2390, 10-11=0/860
WEBS
2-14=-1588/0, 2-13=0/1043,
4-13=-512/0, 6-12=0/479, 6-11=-950/0,
8-11=0/971, 8-10=-1168/0
NOTES-
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 or restrained by other
means.
LOAD CASE(S)
Standard
Job
304947-A
Truss
FF2
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:41 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-UD6KJ?gZPl7OCocIhAEHH1CruZjdP_iuWrLiU7z?p9a
Scale = 1:32.6
B1
BL1 BL1
T1
ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
30 29 28 27 26 25 24 23 22 21 20 19 18 17 16
31 32
3x4 3x4
18-2-10
18-2-10
0-1-8 0-1-8
1-
6
-
0
1-
6
-
0
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.07
0.01
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
16
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 65 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 18-2-10.
(lb) - Max Grav
All reactions 250 lb or less at
joint(s) 30, 16, 29, 28, 27, 26, 25,
24, 23, 22, 21, 20, 19, 18, 17
FORCES.(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 or restrained by other
means.
LOAD CASE(S)
Standard
Job
304947-A
Truss
FF3
Truss Type
Floor
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:42 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-yQgiWLhB93FFqyBVFtlWqElsVyyV8Kj1kV4F0az?p9Z
Scale = 1:57.3
B1
BL1 BL2
T1
W2 W4 W5 W6
B2
T21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
26 25 24 23 22 21 20 19 18 17
27
28 29
3x6 FP
3x4 3x6 FP
3x8
3x4
3x8
3x4 3x4
3x6
3x4
3x8
3x6
4x4
3x4
3x8
4x8
3x4
3x6
3x4
3x6
2-0-0
2-0-0
2-1-8
0-1-8
17-9-4
15-7-12
22-9-12
5-0-8
32-0-0
9-2-4
1-9-0 2-5-4 0-4-12 2-5-0 1-5-4
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [21:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.72
0.49
0.50
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.14
0.02
(loc)
23-24
23-24
17
l/defl
>999
>999
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 131 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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)
25 = 980/0-5-8 (min. 0-1-8)
20 = 1712/0-5-8 (min. 0-1-8)
17 = 502/0-3-8 (min. 0-1-8)
Max Grav
25 = 1024(LC 3)
20 = 1723(LC 4)
17 = 570(LC 5)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=0/327, 2-3=0/329, 3-4=-1327/0,
4-5=-1327/0, 5-6=-1121/103,
6-7=-1121/103, 7-8=0/1307, 8-9=0/1307,
9-10=0/1674, 10-11=0/1678,
11-12=-969/247, 12-13=-969/247,
13-14=-1167/0, 14-15=-1167/0
BOT CHORD
24-25=-79/765, 23-24=0/1426,
22-23=-426/348, 21-22=-426/348,
20-21=-1307/0, 19-20=-672/204,
18-19=-0/1267, 17-18=0/588
WEBS
1-25=-400/0, 3-25=-1141/0, 3-24=0/665,
5-23=-437/0, 7-23=0/971,
7-21=-1439/0, 9-21=0/702, 9-20=-915/0,
11-19=0/1016, 11-20=-1481/0,
13-19=-485/0, 15-18=0/661,
15-17=-781/0
NOTES-
1) Unbalanced floor live loads have been considered
for this design.
2) All plates are 1.5x3 MT20 unless otherwise
3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have
been modified. Building designer must review loads
to verify that they are correct for the intended use of
this truss.
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 or restrained by other
means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-16=-88
Concentrated Loads (lb)
Vert: 1=-160
2) Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-16=-88
Concentrated Loads (lb)
Vert: 1=-160
3) 1st Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-10=-88, 10-16=-24
Concentrated Loads (lb)
Vert: 1=-160
4) 2nd Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-2=-24, 2-16=-88
Concentrated Loads (lb)
Vert: 1=-160
5) 3rd Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-2=-88, 2-10=-24, 10-16=-88
Concentrated Loads (lb)
Vert: 1=-160
6) 4th Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Standard
Uniform Loads (plf)
Vert: 17-26=-8, 1-2=-24, 2-10=-88, 10-16=-24
Concentrated Loads (lb)
Vert: 1=-160
7) 5th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-10=-88, 10-16=-24
Concentrated Loads (lb)
Vert: 1=-160
8) 6th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-2=-24, 2-16=-88
Concentrated Loads (lb)
Vert: 1=-160
9) 7th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-2=-88, 2-10=-24, 10-16=-88
Concentrated Loads (lb)
Vert: 1=-160
10) 8th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-2=-24, 2-10=-88, 10-16=-24
Concentrated Loads (lb)
Vert: 1=-160
Job
304947-A
Truss
FF4
Truss Type
Floor
Qty
3
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:44 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-uooTx1iShgVz3FLtMIn_vfqAsmdycBLKCpZM5Sz?p9X
Scale = 1:57.0
B1
BL1 BL2
T2
W2 W4 W5 W6
B2
T11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
26 25 24 23 22 21 20 19 18 17
27
28 29
3x6 FP
4x8 3x6 FP
3x8
3x4
4x10
3x4 3x8
4x8
3x4
3x8
3x5
4x4
3x4
3x8
4x8
3x4
3x6
3x5
3x6
2-0-0
2-0-0
2-1-8
0-1-8
17-9-4
15-7-12
22-9-12
5-0-8
32-0-0
9-2-4
1-9-0 2-5-4 0-4-12 2-5-0 1-5-4
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [1:Edge,0-1-8], [21:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.86
0.49
0.69
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.13
-0.02
(loc)
23-24
18-19
20
l/defl
>999
>999
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 131 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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)
25 = 2360/0-5-8 (min. 0-1-10)
20 = 1498/0-5-8 (min. 0-1-8)
17 = 536/0-3-8 (min. 0-1-8)
Max Grav
25 = 2404(LC 3)
20 = 1652(LC 4)
17 = 604(LC 5)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=0/2018, 2-3=0/2020, 3-4=-981/967,
4-5=-981/967, 5-6=-992/489,
6-7=-992/489, 7-8=0/1219, 8-9=0/1219,
9-10=0/1559, 10-11=0/1563,
11-12=-1193/172, 12-13=-1193/172,
13-14=-1267/0, 14-15=-1267/0
BOT CHORD
24-25=-1445/310, 23-24=-673/1188,
22-23=-485/328, 21-22=-485/328,
20-21=-1219/0, 19-20=-577/490,
18-19=0/1430, 17-18=0/627
WEBS
1-25=-2468/0, 3-25=-1510/0,
3-24=0/1037, 5-24=-503/0,
5-23=-313/211, 7-23=-4/847,
7-21=-1315/0, 9-21=0/643, 9-20=-850/0,
11-19=0/993, 11-20=-1458/0,
13-19=-462/0, 15-18=0/731,
15-17=-832/0
NOTES-
1) Unbalanced floor live loads have been
considered for this design.
2) All plates are 1.5x3 MT20 unless otherwise
indicated.
3) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have
been modified. Building designer must review loads
to verify that they are correct for the intended use of
this truss.
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 or restrained by other
means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-16=-88
Concentrated Loads (lb)
Vert: 1=-1360
2) Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-16=-88
Concentrated Loads (lb)
Vert: 1=-1360
3) 1st Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-10=-88, 10-16=-24
Concentrated Loads (lb)
Vert: 1=-1360
4) 2nd Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-2=-24, 2-16=-88
Concentrated Loads (lb)
Vert: 1=-560
5) 3rd Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Standard
Vert: 17-26=-8, 1-2=-88, 2-10=-24, 10-16=-88
Concentrated Loads (lb)
Vert: 1=-1360
6) 4th Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-2=-24, 2-10=-88, 10-16=-24
Concentrated Loads (lb)
Vert: 1=-560
7) 5th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-10=-88, 10-16=-24
Concentrated Loads (lb)
Vert: 1=-1360
8) 6th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-2=-24, 2-16=-88
Concentrated Loads (lb)
Vert: 1=-560
9) 7th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-2=-88, 2-10=-24, 10-16=-88
Concentrated Loads (lb)
Vert: 1=-1360
10) 8th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 17-26=-8, 1-2=-24, 2-10=-88, 10-16=-24
Concentrated Loads (lb)
Vert: 1=-560
Job
304947-A
Truss
FF5
Truss Type
Floor
Qty
4
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:46 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-qBwDMikiDIlhIZVGUjqS_4wVKaKk45qdf72T9Lz?p9V
Scale = 1:32.4
B1
BL1 W1
T1
W2 W4
1 2 3 4 5 6 7 8 9
15 14 13 12 11 10
16
17
1.5x3
1.5x3
1.5x3
4x8
3x4
4x6 4x10
3x4 4x6
4x8
1.5x3 3x4 1.5x3
3x5
3x4
3x4
3x4
2-0-0
2-0-0
2-1-8
0-1-8
17-10-12
15-9-4
1-9-0 2-5-4 0-4-12
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [1:Edge,0-1-8], [10:Edge,0-1-8], [11:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.86
0.40
0.69
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.13
-0.02
(loc)
12-13
12-13
10
l/defl
>999
>999
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 76 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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)
10 = 568/0-4-4 (min. 0-1-8)
14 = 2479/0-5-8 (min. 0-1-11)
Max Grav
10 = 576(LC 4)
14 = 2479(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=0/2018, 2-3=0/2019, 3-4=-567/753,
4-5=-567/753, 5-6=-1292/64,
6-7=-1292/64, 7-8=-270/0
BOT CHORD
13-14=-1337/0, 12-13=-354/1131,
11-12=0/985, 10-11=0/270
WEBS
1-14=-2468/0, 3-14=-1666/0,
3-13=0/1192, 5-13=-658/0, 5-12=0/332,
7-12=-125/351, 7-11=-816/0,
8-11=0/438, 8-10=-690/0
NOTES-
1) Unbalanced floor live loads have been considered
for this design.
2) 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.
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 or restrained by other
means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 10-15=-8, 1-9=-88
Concentrated Loads (lb)
Vert: 1=-1360
2) Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 10-15=-8, 1-9=-88
Concentrated Loads (lb)
Vert: 1=-1360
3) 1st Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 10-15=-8, 1-2=-88, 2-9=-24
Concentrated Loads (lb)
Vert: 1=-1360
4) 2nd Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 10-15=-8, 1-2=-24, 2-9=-88
Concentrated Loads (lb)
Vert: 1=-1360
5) 3rd unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 10-15=-8, 1-2=-88, 2-9=-24
Concentrated Loads (lb)
Vert: 1=-1360
6) 4th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 10-15=-8, 1-2=-24, 2-9=-88
Concentrated Loads (lb)
Vert: 1=-1360
Job
304947-A
Truss
FF6
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:47 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-JNUba2kK_btYwj4S1RLhXISjDzdsphLmumo0hnz?p9U
Scale = 1:57.4
B1
BL1 BL2
T2
ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1
B2
T11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27
53
54 55
56
4x6 3x6 FP
3x5
5x5
3x5 3x6 FP
2-0-0
2-0-0
2-1-8
0-1-8
32-0-0
29-10-8
0-1-8 0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [27:Edge,0-1-8], [53:0-1-8,0-0-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.66
0.60
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
27
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 110 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 10-0-0
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. All bearings 30-0-0.
(lb) - Max Uplift
All uplift 100 lb or less at
joint(s) except 27=-108(LC 3),
49=-215(LC 3)
Max Grav
All reactions 250 lb or less at
joint(s) 27, 49, 48, 47, 46, 45, 44,
43, 42, 40, 39, 38, 37, 36, 35, 34,
33, 32, 31, 30, 29 except 50=595(LC
1), 28=326(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS
3-50=-362/0
NOTES-
1) Unbalanced floor live loads have been considered
for this design.
2) All plates are 1.5x3 MT20 unless otherwise
indicated.
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 108 lb uplift
at joint 27 and 215 lb uplift at joint 49.
6) Non Standard bearing condition. Review required.
7) 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 or restrained by other
means.
8) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Job
304947-A
Truss
FF7
Truss Type
Floor
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:49 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-FmbM_kmaWD7G90Dr9sN9cjX9bnJPHVb3L4H7mgz?p9S
Scale = 1:25.9
B1
BL1 W1
T1
W2 W4
1 2 3 4 5 6 7
11 10 9 8
12
1.5x3
3x6
1.5x3
3x4
3x6 3x8
1.5x3 3x6 3x4 1.5x3
3x6
3x4
4-2-4
4-2-4
14-4-4
10-2-0
1-5-4 2-5-4 2-5-0
0-1-8
1-
6
-
0
1-
6
-
0
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.28
0.53
0.43
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.07
-0.14
0.03
(loc)
9-10
9-10
8
l/defl
>999
>999
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 59 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 = 671/0-5-8 (min. 0-1-8)
8 = 677/0-4-4 (min. 0-1-8)
Max Grav
11 = 671(LC 1)
8 = 677(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1463/0, 3-4=-1463/0, 4-5=-1634/0,
5-6=-1634/0
BOT CHORD
10-11=0/702, 9-10=0/1750, 8-9=0/1054
WEBS
2-10=0/868, 2-11=-933/0, 4-10=-327/0,
6-9=0/662, 6-8=-1198/0
NOTES-
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 or restrained by other
means.
2) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Job
304947-A
Truss
FF8
Truss Type
Floor
Qty
11
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:50 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-jy9kC4nDHWF7nAo1jZuO9w4GyBge0xEDak0gI6z?p9R
Scale = 1:47.0
B1
BL1 BL2
T1
W5W2W4
B2
T21 2 3 4 5 6 7 8 9 10 11 12 13
21 20 19 18 17 16 15 14
22
23
24
3x6 FP
1.5x3
3x6
1.5x3
1.5x5
1.5x5
3x4
3x6 FP
3x6
1.5x3 3x4
4x8
3x4
1.5x3
3x6
3x4
3x6
3x4 3x4
3x8
1.5x3 3x6
4x4
3x4
4-11-6
4-11-6
15-6-6
10-7-0
25-9-2
10-2-12
2-2-6 2-5-4 0-4-12 2-3-8
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [13:0-1-8,Edge], [17:0-1-8,Edge], [23:0-1-8,0-0-12], [24:0-1-8,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.57
0.47
0.47
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.14
0.02
(loc)
18-20
18-20
16
l/defl
>999
>999
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 106 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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)
21 = 608/0-2-8 (min. 0-1-8)
16 = 1542/0-3-8 (min. 0-1-8)
14 = 280/0-5-8 (min. 0-1-8)
Max Uplift
14 = -10(LC 3)
Max Grav
21 = 626(LC 3)
16 = 1542(LC 1)
14 = 383(LC 4)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1445/0, 3-4=-1445/0, 4-5=-1186/0,
5-6=-1186/0, 6-7=0/1009, 7-8=0/1374,
8-9=0/1378, 9-10=-570/295,
10-11=-570/295, 11-12=-570/295
BOT CHORD
20-21=0/903, 19-20=0/1517,
18-19=0/1517, 17-18=-89/389,
16-17=-1009/0, 15-16=-690/179,
14-15=-86/498
WEBS
9-16=-1139/0, 9-15=0/660,
12-14=-573/98, 2-20=0/618,
2-21=-1045/0, 4-18=-415/0, 6-18=0/946,
6-17=-1414/0, 7-17=0/695,
7-16=-934/0
NOTES-
1) Unbalanced floor live loads have been considered
for this design.
2) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 21.
3) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 10 lb
uplift at joint 14.
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 or restrained by other
means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Job
304947-A
Truss
FF9
Truss Type
FLOOR
Qty
7
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:52 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-fLHUdmoTp8Wr0UyQq_xsEL9g0_LSUq9V22VnN_z?p9P
Scale = 1:25.4
B1
BL2
T1
BL1
W1 W4
1 2 3 4 5 6 7 8
14 13 12 11 10 9
15
16
1.5x3
6x6
1.5x3
6x6
4x8
1.5x3
3x6
3x5
3x4 1.5x3
3x6
3x4
4x4
3x5
0-4-0
0-4-0
3-4-8
3-0-8
13-11-6
10-6-14
0-6-0 2-5-4 0-3-2
0-1-8
1-
6
-
0
0-
9
-
8
1-
6
-
0
Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [9:Edge,0-1-8], [10:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-10-0
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.27
0.57
0.57
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.17
0.02
(loc)
11-12
11-12
9
l/defl
>999
>973
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 60 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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)
9 = 747/0-2-10 (min. 0-1-8)
16 = 751/0-3-8 (min. 0-1-8)
Max Grav
9 = 747(LC 1)
16 = 751(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-390/0, 2-3=-1403/0, 3-4=-1403/0,
4-5=-1844/0, 5-6=-1844/0, 6-7=-280/0,
1-16=-751/0
BOT CHORD
12-13=0/390, 11-12=0/1851,
10-11=0/1295, 9-10=0/280
WEBS
3-12=-260/0, 2-12=0/1150, 2-13=-768/0,
1-13=0/872, 4-12=-511/0, 5-11=-251/0,
6-11=0/627, 6-10=-1158/0, 7-10=0/614,
7-9=-918/0
NOTES-
1) Bearing at joint(s) 16 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) 9.
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 or restrained by other
means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Job
304947-A
Truss
FF10
Truss Type
Floor
Qty
7
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:53 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-7Xrsq6p5aReheeXcOhS5nZirTOeCDHIfGiFLvRz?p9O
Scale = 1:31.6
B1
BL2
T1
BL1
W1
W4
1 2 3 4 5 6 7 8 9
15 14 13 12 11 10
16
17
1.5x3
6x6
1.5x3
4x6
3x6
1.5x3 3x4 1.5x3
4x8
3x4 1.5x3
3x8
3x6
4x4
3x5
0-4-0
0-4-0
6-8-4
6-4-4
17-3-2
10-6-14
1-4-8 2-5-4 0-3-2
0-1-8
1-
6
-
0
0-
9
-
8
1-
6
-
0
Plate Offsets (X,Y)-- [1:Edge,0-1-8], [10:Edge,0-1-8], [11:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.29
0.73
0.58
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.14
-0.27
0.03
(loc)
12-13
12-13
10
l/defl
>999
>753
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 71 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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)
10 = 810/0-2-10 (min. 0-1-8)
17 = 814/0-3-8 (min. 0-1-8)
Max Grav
10 = 810(LC 1)
17 = 814(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-874/0, 2-3=-874/0, 3-4=-2430/0,
4-5=-2430/0, 5-6=-2235/0, 6-7=-2235/0,
7-8=-297/0, 1-17=-814/0
BOT CHORD
13-14=0/1856, 12-13=0/2533,
11-12=0/1468, 10-11=0/297
WEBS
3-13=0/655, 3-14=-1120/0, 1-14=0/1164,
5-12=-340/0, 7-12=0/875,
7-11=-1337/0, 8-11=0/695, 8-10=-970/0
NOTES-
1) Bearing at joint(s) 17 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) 10.
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 or restrained by other
means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Job
304947-A
Truss
FF11
Truss Type
Floor
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:54 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-bjPF2RqjLlmYGo6oyPzKJmFuBoy9yfcoVM_uRtz?p9N
Scale: 3/8"=1'
B1
W1 BL2
T2
BL1 W4W4W2 W4 W4 W4 W4
W5W2T1
1 2 3 4 5 6 7 8 9
15 14 13 12 11 10
17
16
18
3x6 7x12
1.5x3
1.5x3
6x12
5x8
1.5x3 4x8
6x12
3x5 3x4 1.5x3
6x8
4x10
3x5
0-2-0
0-2-0
6-8-4
6-6-4
17-3-2
10-6-14
1-1-8 2-5-4 0-3-2
0-1-8
1-
6
-
0
0-
9
-
8
0-
1
-
8
1-
6
-
0
Plate Offsets (X,Y)-- [10:0-4-6,Edge], [12:0-2-0,Edge], [13:0-3-12,Edge], [18:0-0-12,0-2-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.81
0.88
0.89
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.48
0.03
(loc)
12-13
12-13
10
l/defl
>999
>424
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 93 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2(flat) *Except*
T2: 2x4 SPF 1650F 1.5E(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 5-9-9 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)
10 = 1650/0-2-12 (min. 0-1-8)
18 = 1610/0-3-8 (min. 0-1-8)
Max Grav
10 = 1650(LC 1)
18 = 1610(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-1738/0, 2-3=-1748/0, 3-4=-5040/0,
4-5=-5040/0, 5-6=-4648/0,
6-7=-4648/0, 7-8=-546/0
BOT CHORD
13-14=0/3850, 12-13=0/5302,
11-12=0/3054, 10-11=0/568
WEBS
4-13=-460/0, 3-13=0/1344,
3-14=-2370/0, 2-14=-492/0,
1-14=0/2300, 5-13=-296/0, 5-12=-739/0,
6-12=-459/0, 7-12=0/1801,
7-11=-2832/0, 8-11=0/1186,
8-10=-1768/0, 1-18=-1636/0,
17-18=0/356
NOTES-
1) Bearing at joint(s) 18 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) 10.
3) 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.
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 or restrained by other
means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 10-15=-8, 1-9=-188
2) Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 10-15=-8, 1-9=-188
Job
304947-A
Truss
FF12
Truss Type
Floor
Qty
8
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:56 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-Y6X?S7rzsM0GV5GB3q?oOBKLoce2Qej5ygT?Wmz?p9L
Scale = 1:33.2
B1
BL1 BL1
T1
W2W2 W4
1 2 3 4 5 6 7 8 9
14 13 12 11 10
15 16
1.5x3
3x6
1.5x3
1.5x3
3x6
1.5x3
4x8
1.5x3 3x4 1.5x3
3x5
3x4 1.5x3
4x6
4x6 3x8
13-2-4
13-2-4
18-2-10
5-0-6
1-5-4 1-5-4 2-5-4 2-3-6
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.35
0.79
0.53
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.17
-0.32
0.07
(loc)
11-12
11-12
10
l/defl
>999
>683
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 74 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 = 856/0-5-8 (min. 0-1-8)
10 = 856/0-2-10 (min. 0-1-8)
Max Grav
14 = 856(LC 1)
10 = 856(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1623/0, 3-4=-1623/0, 4-5=-2821/0,
5-6=-2821/0, 6-7=-2274/0,
7-8=-2274/0
BOT CHORD
13-14=0/901, 12-13=0/2428,
11-12=0/2750, 10-11=0/1331
WEBS
6-11=-543/0, 4-12=0/448, 4-13=-919/0,
2-13=0/979, 2-14=-1197/0, 8-11=0/1077,
8-10=-1528/0
NOTES-
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 or restrained by other
means.
LOAD CASE(S)
Standard
Job
304947-A
Truss
FF13
Truss Type
Floor
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:58 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-UVeltptEO_G_kPQZBF1GUcPaLPKGuROOQ_y6aez?p9J
Scale = 1:33.2
B1
BL1 BL1
T1
W2 W2 W3 W3 W5W5W4 W5 W6
W3 W3W2 W2
1 2 3 4 5 6 7 8 9 10
16 15 14 13 12 11
17 18
1.5x3
4x8
1.5x3
1.5x3
4x8
1.5x3
5x8
1.5x3
4x6 5x12
1.5x3 5x8 4x8 3x6 1.5x3
3x8
3x6 4x12
3-2-4
3-2-4
6-2-12
3-0-8
13-2-4
6-11-8
18-2-10
5-0-6
1-5-4 1-5-4 1-5-2 1-5-2 1-9-4 2-5-4 2-3-6
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [11:Edge,0-1-8], [16:Edge,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.80
0.80
0.97
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.28
-0.54
0.10
(loc)
12-13
12-13
11
l/defl
>781
>402
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 86 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF 1650F 1.5E(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat)
WEBS 2x4 SPF Stud(flat)
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 5-3-4 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)
16 = 1688/0-5-8 (min. 0-1-8)
11 = 1284/0-5-8 (min. 0-1-8)
Max Grav
16 = 1688(LC 1)
11 = 1284(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-3451/0, 3-4=-3451/0, 4-5=-6134/0,
5-6=-5886/0, 6-7=-5886/0,
7-8=-3797/0, 8-9=-3797/0
BOT CHORD
15-16=0/1846, 14-15=0/4882,
13-14=0/6214, 12-13=0/5049,
11-12=0/2079
WEBS
5-14=-1173/0, 2-16=-2456/0,
2-15=0/2177, 4-15=-1948/0,
4-14=0/1721, 7-12=-1430/0, 7-13=0/955,
5-13=-401/0, 9-12=0/1961,
9-11=-2390/0
NOTES-
1) 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.
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 or restrained by other
means.
3) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 11-16=-8, 1-10=-88
Concentrated Loads (lb)
Vert: 5=-1260
2) Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 11-16=-8, 1-10=-88
Concentrated Loads (lb)
Vert: 5=-1260
Job
304947-A
Truss
FF14
Truss Type
Floor
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:00:59 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-yhC859us9HOrMZ_mkyZV0qym9pgldxXXfeif64z?p9I
Scale = 1:33.2
B1
BL1 BL2
T1
W2 W6W6W5 W6 W7W3 W4 W4
W4 W4
1 2 3 4 5 6 7 8 9 10
17 16 15 14 13 12 11
18
19 20
1.5x3
1.5x3
1.5x3
3x4
1.5x3
3x6
1.5x3
4x10
1.5x3
5x8
3x4
6x6
6x6
5x8
3x4 1.5x3
3x5
3x6 4x8 5x8
1-11-8
1-11-8
2-1-0
0-1-8
2-3-8
0-2-8
3-2-4
0-10-12
6-2-12
3-0-8
13-2-4
6-11-8
18-2-10
5-0-6
1-8-8 0-11-0 1-5-2 1-5-2 1-9-4 2-5-4 2-3-6
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [3:0-1-8,Edge], [14:0-3-0,Edge], [15:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.73
0.79
0.78
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.18
-0.36
0.08
(loc)
12-13
12-13
11
l/defl
>999
>532
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 84 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 5-5-3 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)
11 = 1026/0-2-10 (min. 0-1-8)
16 = 2407/0-5-8 (min. 0-1-10)
Max Grav
11 = 1033(LC 4)
16 = 2407(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=0/716, 2-3=0/715, 3-4=-720/0,
4-5=-3953/0, 5-6=-4079/0, 6-7=-4079/0,
7-8=-2902/0, 8-9=-2902/0
BOT CHORD
15-16=0/720, 14-15=0/2429,
13-14=0/4051, 12-13=0/3696,
11-12=0/1639
WEBS
3-15=0/1584, 5-14=-1432/0,
1-16=-887/0, 7-12=-907/0, 7-13=0/514,
5-13=-281/46, 9-12=0/1441,
9-11=-1883/0, 3-16=-2158/0,
4-15=-2340/0, 4-14=0/2106
NOTES-
1) Unbalanced floor live loads have been considered
for this design.
2) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 11.
3) 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.
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 or restrained by other
means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 11-17=-8, 1-10=-88
Concentrated Loads (lb)
Vert: 17=-200 1=-260 5=-1260
2) Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 11-17=-8, 1-10=-88
Concentrated Loads (lb)
Vert: 17=-200 1=-260 5=-1260
3) 1st Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 11-17=-8, 1-2=-88, 2-10=-24
Concentrated Loads (lb)
Vert: 17=-200 1=-260 5=-1260
4) 2nd Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 11-17=-8, 1-2=-24, 2-10=-88
Concentrated Loads (lb)
Vert: 17=-200 1=-260 5=-1260
5) 3rd unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 11-17=-8, 1-2=-88, 2-10=-24
Concentrated Loads (lb)
Vert: 17=-200 1=-260 5=-1260
6) 4th unbalanced Dead: Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (plf)
Vert: 11-17=-8, 1-2=-24, 2-10=-88
Concentrated Loads (lb)
Vert: 17=-200 1=-260 5=-1260
Job
304947-A
Truss
FF15
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:01:01 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-u4KuWrv6hveZbs88sNbz5F19ZdXI5yTq6yBmBzz?p9G
Scale = 1:32.3
B1
BL1 BL2
T1
ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1W2 W3
1 2 3 4 5 6 7 8 9 10 11 12 13 14
28 27 26 25 24 23 22 21 20 19 18 17 16 15
29
30 31
3x4
3x4
3x4
3x4 3x4
3x8
2-0-0
2-0-0
18-2-10
16-2-10
1-9-0 1-4-4
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.48
0.08
0.37
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
27
26-27
15
l/defl
>999
>999
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 69 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 16-2-10.
(lb) - Max Uplift
All uplift 100 lb or less at
joint(s) except 26=-748(LC 3)
Max Grav
All reactions 250 lb or less at
joint(s) 15, 15, 25, 24, 23, 22, 21,
20, 19, 18, 17, 16 except 27=2166(LC
1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=0/862, 2-3=0/858
WEBS
3-26=0/750, 2-27=-763/0, 1-27=-1058/0,
3-27=-1148/0
NOTES-
1) Unbalanced floor live loads have been considered
for this design.
2) All plates are 1.5x3 MT20 unless otherwise
indicated.
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 748 lb uplift
at joint 26.
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 or restrained by other
means.
7) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 15-28=-10, 1-14=-110
Concentrated Loads (lb)
Vert: 1=-526 2=-526
Job
304947-A
Truss
FF16
Truss Type
Floor
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:01:02 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-MGuGjBwkSCmQD0jLQ46CeSaI_0eXqHw_LcwJjPz?p9F
Scale = 1:33.2
B1
BL1 BL1
T1
W3 W7W2 W2 W3 W4 W6W5
T1W2 W2 W3 W7W3 W4
1 2 3 4 5 6 7 8 9
14 13 12 11 10
15 16
1.5x3
4x10
1.5x3
4x10
3x6 3x6
5x12
1.5x5
4x12
1.5x5
5x16
3x6 6x12 6x8 6x12 6x8
3-2-4
3-2-4
8-2-12
5-0-8
13-2-4
4-11-8
18-2-10
5-0-6
1-5-4 1-5-4 2-5-4 2-5-0 2-4-0 2-3-6
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [3:0-3-0,Edge], [6:0-3-8,Edge], [7:0-3-0,Edge], [10:Edge,0-1-8], [14:Edge,0-1-8], [15:0-1-8,0-0-9], [16:0-1-8,0-0-9]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.63
0.97
0.87
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.30
-0.56
0.13
(loc)
11-12
11-12
10
l/defl
>723
>382
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 110 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
TOP CHORD 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 5-2-11
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)
14 = 1818/0-5-8 (min. 0-1-8)
10 = 1646/0-2-10 (min. 0-1-8)
Max Grav
14 = 1818(LC 1)
10 = 1646(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-3999/0, 3-4=-3991/0, 4-5=-8835/0,
5-6=-8835/0, 6-7=-5277/0,
7-8=-5262/0
BOT CHORD
13-14=0/2073, 12-13=0/6576,
11-12=0/7283, 10-11=0/2827
WEBS
7-11=-254/0, 5-12=-1961/0,
8-11=0/2771, 8-10=-3213/0,
2-14=-2703/0, 2-13=0/2525,
4-13=-2932/0, 4-12=0/2541,
6-11=-2252/0, 6-12=0/1759
NOTES-
1) Provide mechanical connection (by others) of truss
to bearing plate at joint(s) 10.
2) 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.
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 or restrained by other
means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 10-14=-8, 1-9=-88
Concentrated Loads (lb)
Vert: 5=-1751
2) Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 10-14=-8, 1-9=-88
Concentrated Loads (lb)
Vert: 5=-1751
Job
304947-A
Truss
FF17
Truss Type
Floor
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:01:04 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-Je?18sy?_q08SKtjXV8gjtfkJqVqILKGowPQoIz?p9D
Scale = 1:18.4
B1
BL1
BL2
T1
W3
1 2 3 4 5
8 7 6
9
10 11
1.5x3
1.5x3
1.5x3
1.5x3
3x6
1.5x3
3x4
3x4 1.5x3
3x5
3x4
10-2-10
10-2-10
2-5-4 2-3-6
0-1-8
0-1-8
1-
6
-
0
1-
6
-
0
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-7-3
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.25
0.28
0.24
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.08
0.01
(loc)
7
7-8
6
l/defl
>999
>999
n/a
L/d
480
240
n/a
PLATES
MT20
Weight: 42 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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)
6 = 470/0-5-8 (min. 0-1-8)
8 = 475/0-4-13 (min. 0-1-8)
Max Grav
6 = 470(LC 1)
8 = 475(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-899/0, 3-4=-899/0
BOT CHORD
7-8=0/676, 6-7=0/657
WEBS
2-8=-772/0, 2-7=0/253, 4-7=0/275,
4-6=-753/0
NOTES-
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 or restrained by other
means.
2) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Job
304947-A
Truss
FF18
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Roof
Job Reference (optional)
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Scale = 1:16.7
B1
BL1 BL2
T1
ST1 ST1 ST1 ST1 ST1 ST1
1 2 3 4 5 6 7 8
15 14 13 12 11 10 9
16
3x4 3x6
3x4
8-5-8
8-5-8
0-1-8 0-1-8
1-
6
-
0
1-
6
-
0
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.08
0.03
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
9
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 33 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 8-5-8.
(lb) - Max Grav
All reactions 250 lb or less at
joint(s) 15, 9, 14, 13, 12, 11, 10
FORCES.(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 or restrained by other
means.
LOAD CASE(S)
Standard
Job
304947-A
Truss
FF19
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:01:08 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-BQFX_E?V22XZxxAUmLDcujqS8Rw?EBPsjYNdx3z?p99
Scale: 3/4"=1'
B1
BL1 BL2
T1
ST1 ST1 ST1 ST1 ST1
1 2 3 4 5 6 7
14 13 12 11 10 9 8
15
3x4 3x4
3x4
8-0-0
8-0-0
0-1-8 0-1-8
1-
6
-
0
1-
6
-
0
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.07
0.01
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
8
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 31 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 8-0-0.
(lb) - Max Grav
All reactions 250 lb or less at
joint(s) 14, 8, 13, 12, 11, 10, 9
FORCES.(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 or restrained by other
means.
LOAD CASE(S)
Standard
Job
304947-A
Truss
FF20
Truss Type
Floor Supported Gable
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 10:01:10 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-7oNIOw0lZgnHBFKtumF4z8vogFcPi5w9Brsk?yz?p97
Scale = 1:9.4
B1
BL1
W1 W1W1W1
T1
ST1 ST1
1 2 3 4
8 7 6 5
9
3x4 3x5
1.5x3
1.5x3 3x5
1.5x3
1.5x3
1.5x3
1.5x3
4-1-8
4-1-8
0-1-8
1-
6
-
0
1-
6
-
0
Plate Offsets (X,Y)-- [4:0-2-0,Edge], [5:0-2-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
15.0
0.0
5.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.00
1.00
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-R
0.07
0.01
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 19 lb FT = 20%F, 11%
GRIP
197/144
LUMBER-
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 4-1-8 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 4-1-8.
(lb) - Max Grav
All reactions 250 lb or less at
joint(s) 8, 5, 7, 6
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 or restrained by other
means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
DR
O
P
P
E
D
B
E
A
M
WIN
D
O
W
H
E
A
D
E
R
A
B
O
V
E
2X
4
L
E
D
G
E
R
2
X
4
L
E
D
G
E
R
2
X
4
L
E
D
G
E
R
F
L
U
S
H
3
P
L
Y
1
8
"
L
V
L
5
'
-
1
5
/
8
"
W
A
L
L
H
E
I
G
H
T
5
'
-
1
5
/
8
"
W
A
L
L
H
E
I
G
H
T
THE Y TRUSSES ARE DESIGNED TO BEAR ON A 2X6 PLATE SET ON TOP OF THE SUB-FLOOR AT THE EXTERIOR WALL.DIMENSIONS ON TRUSS LAYOUT ARE FROM OUTSIDE OF FRAMING.THE LEFT END OF EACH TRUSS IS DENOTED WITH A LITTLE TRIANGE.IF YOU HAVE ANY QUESTIONS OR CONCERNS, PLEASE CALL JOHN @ 651-688-3609 OR EMAIL: JMILLER@VILLAUME.COM
X
2
X
2
X
2
X
4
X
4
X
4
X
4
X
2
X
1
X
1
X
1
X
1
X
1
X
1
X
1
X
1
X
1
X
3
M
A
1
M
A
1
M
A
1
M
A
1
M
A
1
M
A
1
M
A
1
M
A
1
M
A
1
M
A
1
M
A
1
M
A
1
W2 W1 W1 W1 W1 W1 W1 W1
U
2
U
1
U
1
U
1
U
3
U
3
U
3
U
3
S
2
S
1
S
1
R
4
R
1
R1 R2 R2 R2 R2 R2 R2 R2 R1 R1 R3 Z2 Z1 Z1 Z1 Z1 Z2
S
3
S
3
S
3
S
3
Y2 Y1 Y1 Y1
MA
2
MA
2
MA
2
MA
2
MA
2
MA
2
V1
5
R
V1
6
R
V1
7
R
V1
0
L
V1
1
L
V1
2
L
V1
3
L
V1
4
L
P
3
P
3
P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P4
2-
0
6
-
0
0
1-
0
6
-
0
0
1
4
-
0
0
-
0
0
1
6
-
0
0
-
0
0
1
8
-
0
0
-
0
0
5
2
-
0
0
-
0
0
1-11-08 16-00-0828-00-006-00-00
14
-
0
0
-
0
0
2
-
0
0
-
0
0
8-
0
0
-
0
0
2
-
0
0
-
0
0
18
-
0
0
-
0
0
18
-
0
0
-
0
0
4
-
0
0
-
0
0
2
4
-
0
0
-
0
0
14
-
0
0
-
0
0
1
1
-
0
6
-
0
8
18
-
1
1
-
0
0
9
-
0
6
-
0
8
6
-
0
6
-
0
0
29-06-00
90
-
0
0
-
0
0
D1 E2 E1 E1 E1 E1 E3 E4 E4 E4 E5
H2 H1 H3
A
3
A
2
A
1
A
1
A
1
A
4
A
5
A
6
A
6
A
6
A
6
J1
K
1
K1
A
6
A
6
A
6
A
7
A
7
G2 G1 G1 G1 G1 G3 G3 G4
L1
M
2
M
1
M
1
M
1
M
1
A
8
B
1
B
1
B
1
B
2
C
2
C
1
C
1
C
1
C
3
C
3
N
1
V1 V2
V4 V5 V6
V1 V2 V3
V3
V
9
V7 V8
P1 P1 P1 P1 P1 P1 P1 P1 P1 P2
5-
0
8
1-
0
8
-
0
8
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
0
2-
0
0
-
0
0
Customer: Dakota County LumberJob Number: 304947-A Home Owner: SD / PERRONJob Name: Roof Site Address:Sales Rep: John Hummel City, ST, ZIP: MN Designer: John Miller2926 Lone Oak Circle, St. Paul, MN 55121 Ph: 651-454-3610 Fax: 651-454-4765 Date: 7/3/2018 Version: 8.2.2.241
Job
304947-A
Truss
A1
Truss Type
Roof Special
Qty
3
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:05 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-xA71rC?Tc4WLgrDqxl8co1LAxLyvEXvWs5PfSVz?nKy
Scale = 1:71.1
W1
T1
T2
T3
T4
B1
W2 W3
W4
W5
W6
W7
B2 HW2
1
2
3
4
13 5 6
11 10 9 8 7 14 12
2x4
4x6 4x6
4x6
6x6
3x6 4x6
4x8
2x3 6x6
5-7-7
5-7-7
13-0-0
7-4-9
19-2-14
6-2-14
28-0-0
8-9-2
5-7-7
5-7-7
13-0-0
7-4-9
19-2-14
6-2-14
23-6-5
4-3-6
28-0-0
4-5-11
29-0-0
1-0-0
3-
6
-
1
4
4-
1
0
-
1
3
12
-
2
-
3
0-
6
-
4
3-
6
-
1
4
14.00 12
6.00 12
Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [2:0-3-4,0-2-4], [5:0-1-3,0-0-9], [5:0-7-0,0-1-3], [5:Edge,0-3-4], [9:0-4-0,0-1-12], [10:0-2-0,0-1-12], [11:0-2-0,0-0-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.99
0.91
0.78
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.23
-0.47
0.05
(loc)
7-14
7-14
5
l/defl
>999
>712
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 112 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
T2,T4: 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2 *Except*
W1: 2x4 SPF No.2
W3,W7: 2x3 SPF Stud
WEDGE
Right: 2x4 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied, except
end verticals, and 2-0-0 oc purlins (3-5-11 max.): 1-2.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 2-9, 4-9
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
11 = 1447/Mechanical
5 = 1534/0-5-8 (min. 0-2-6)
Max Horz
11 = -281(LC 6)
Max Uplift
11 = -59(LC 8)
5 = -83(LC 9)
Max Grav
11 = 1447(LC 1)
5 = 1534(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-11=-1396/82, 1-2=-1981/107,
2-3=-1564/169, 3-4=-1531/164,
4-13=-2358/93, 5-13=-953/0
BOT CHORD
9-10=-117/2014, 8-9=-20/1968,
7-8=-20/1968, 7-14=-18/1972,
12-14=-13/781
WEBS
1-10=-98/2275, 2-10=-1056/136,
WEBS
1-10=-98/2275, 2-10=-1056/136,
2-9=-1251/175, 3-9=-81/1440,
4-9=-1361/221, 4-7=0/304,
5-12=-905/48, 13-14=-517/222,
12-13=-883/27, 5-14=-35/914
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=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
5) * This truss 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.
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, 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
Job
304947-A
Truss
A2
Truss Type
Roof Special Girder
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:08 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-Llo9TD1Mv?uwXJyPctiJQgzhtY0wRuczY3dK2qz?nKv
Scale = 1:71.6
W1
T1
T2
T3
T4
B2
W2
W5
W4
W6
W3 W7
B1 HW2
1
2
3
4
13
5 6
11 10 9 8 7 14 12
15
16
2x4
4x6 4x6
4x6
6x6
3x6 4x6
4x8
4x6
4x8
2x3
NAILED
NAILED
1-9-10
1-9-10
2-9-12
1-0-2
5-7-7
2-9-12
13-0-0
7-4-9
19-2-14
6-2-14
28-0-0
8-9-2
1-9-10
1-9-10
2-9-12
1-0-2
5-7-7
2-9-12
13-0-0
7-4-9
19-2-14
6-2-14
28-0-0
8-9-2
29-0-0
1-0-0
3-
6
-
1
4
4-
1
0
-
1
3
12
-
2
-
3
0-
6
-
4
3-
6
-
1
4
14.00 12
6.00 12
Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [2:0-3-4,0-2-4], [5:0-0-0,0-1-3], [5:0-1-5,0-7-11], [9:0-4-0,0-1-12], [10:0-2-0,0-1-12], [11:0-2-0,0-0-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.95
0.76
0.78
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.23
-0.45
0.04
(loc)
7-14
7-14
5
l/defl
>999
>736
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 118 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
T2,T4: 2x4 DF 2400F 2.0E
BOT CHORD 2x4 SPF 1650F 1.5E
WEBS 2x3 SPF No.2 *Except*
W1: 2x4 SPF No.2
W3,W7: 2x3 SPF Stud
WEDGE
Right: 2x6 SPF 1650F 1.5E
BRACING-
TOP CHORD
Structural wood sheathing directly applied, except
end verticals, and 2-0-0 oc purlins (3-5-6 max.): 1-2.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 2-9, 4-9
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
11 = 1462/Mechanical
5 = 1535/0-5-8 (min. 0-2-7)
Max Horz
11 = -281(LC 6)
Max Uplift
11 = -131(LC 8)
5 = -88(LC 9)
Max Grav
11 = 1462(LC 1)
5 = 1535(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-11=-1400/131, 1-15=-1987/147,
2-15=-1987/147, 2-3=-1565/180,
3-4=-1532/172, 4-13=-2350/106,
5-13=-1161/0
BOT CHORD
11-16=-165/259, 10-16=-165/259,
9-10=-151/2020, 8-9=-29/1970,
7-8=-29/1970, 7-14=-27/1975,
12-14=-14/884
BOT CHORD
11-16=-165/259, 10-16=-165/259,
9-10=-151/2020, 8-9=-29/1970,
7-8=-29/1970, 7-14=-27/1975,
12-14=-14/884
WEBS
1-10=-133/2280, 3-9=-96/1442,
2-9=-1257/206, 4-9=-1363/226,
2-10=-1054/144, 4-7=0/302,
5-12=-940/58, 13-14=-371/169,
12-13=-908/34, 5-14=-34/960
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=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
5) * This truss 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.
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) 11=131.
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)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-84, 2-3=-84, 3-4=-84, 4-6=-84,
11-12=-20
Concentrated Loads (lb)
Vert: 16=-16(B)
Job
304947-A
Truss
A3
Truss Type
Roof Special Supported Gable
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:11 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-mKUI5F3ECwGUOmhzH?F02IbPgmDleO4PE1s_f9z?nKs
Scale = 1:67.4
T1
T2
T3
B1
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST5
ST4
ST3
ST8 ST9 ST10 ST11 ST12 ST13
HW1 HW2B2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
39 38 37 36 35 34 33 32 3130 29 28 27 26 25 24 23 22
4x4
3x6
3x6
3x6 3x4
3x8
24-10-7
24-10-7
9-10-7
9-10-7
16-1-5
6-2-14
24-10-7
8-9-2
25-10-7
1-0-0
0-
8
-
0
4-
1
0
-
1
3
12
-
2
-
3
0-
6
-
4
14.00 12
6.00 12
Plate Offsets (X,Y)-- [1:0-0-7,0-0-6], [1:0-0-14,0-2-12], [20:0-0-0,0-0-15], [20:0-2-5,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.08
0.05
0.23
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
0.01
(loc)
21
21
20
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 147 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF Stud *Except*
ST7,ST6,ST5: 2x3 SPF No.2
WEDGE
Left: 2x4 SPF No.2,
Right: 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt
8-33, 7-34, 6-35, 9-31, 10-30
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 24-10-7.
(lb) - Max Horz
1=-250(LC 6)
Max Uplift
All uplift 100 lb or less at
joint(s) 34, 35, 36, 37, 38, 31, 30,
29, 28, 27, 26, 25, 24, 23, 22, 20
except 39=-138(LC 8), 1=-142(LC 6)
Max Grav
All reactions 250 lb or less at
joint(s) 33, 34, 35, 36, 37, 38, 39,
31, 30, 29, 28, 27, 26, 25, 24, 23,
22, 20 except 1=286(LC 8)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-367/231, 19-20=-256/84
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=1.60
3) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as per ANSI/TPI 1.
4) All plates are 2x3 MT20 unless otherwise
indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
8) * 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.
9) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 34, 35, 36, 37, 38, 31, 30, 29, 28,
27, 26, 25, 24, 23, 22, 20 except (jt=lb) 39=138,
1=142.
LOAD CASE(S)
Standard
Job
304947-A
Truss
A4
Truss Type
Roof Special
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:13 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-ijc2Wx5UkXWCd4qMPQHU7jgX4Zgs68WihKL4k2z?nKq
Scale = 1:70.5
T1
T2
T3
T4
B2
W6
W7
W8
W1
W2 HW2B1
W5
W3
W4
1
2
3
4
5
14 6 7
12 11 10 9 8 15 1316 17
4x4
5x5
4x6
6x6
4x6 6x6
4x8
2x4 2x4 4x8
2x4
4-3-8
4-3-8
8-7-14
4-4-6
13-0-0
4-4-2
19-2-14
6-2-14
28-0-0
8-9-2
4-3-8
4-3-8
8-7-14
4-4-6
13-0-0
4-4-2
19-2-14
6-2-14
28-0-0
8-9-2
29-0-0
1-0-0
1-
4
-
2
7-
1
-
6
4-
1
0
-
1
3
12
-
2
-
3
0-
6
-
4
8.00 12
14.00 12
6.00 12
Plate Offsets (X,Y)-- [1:0-1-12,0-1-8], [6:0-1-3,0-0-9], [6:0-7-0,0-1-3], [6:Edge,0-3-4], [10:0-4-0,0-1-8], [11:0-3-8,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.98
0.90
0.81
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.24
-0.50
0.04
(loc)
10-11
10-11
6
l/defl
>999
>662
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 115 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
T4: 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2 *Except*
W8,W2,W3: 2x3 SPF Stud
W1: 2x4 SPF No.2
WEDGE
Right: 2x4 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied, except
end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 11-12.
WEBS
1 Row at midpt 5-10, 3-10
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
6 = 1534/0-5-8 (min. 0-2-6)
12 = 1447/Mechanical
Max Horz
12 = -255(LC 6)
Max Uplift
6 = -83(LC 9)
12 = -52(LC 8)
Max Grav
6 = 1534(LC 1)
12 = 1447(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-1738/68, 2-3=-1761/166,
3-4=-1448/193, 4-5=-1534/176,
5-14=-2359/107, 6-14=-956/0,
1-12=-1422/60
BOT CHORD
11-12=-170/267, 11-16=-73/1253,
16-17=-73/1253, 10-17=-73/1253,
BOT CHORD
11-12=-170/267, 11-16=-73/1253,
16-17=-73/1253, 10-17=-73/1253,
9-10=-36/1969, 8-9=-36/1969,
8-15=-34/1974, 13-15=-13/781
WEBS
4-10=-140/1556, 5-10=-1369/227,
5-8=0/293, 1-11=-5/1337,
3-10=-717/209, 2-11=-390/162,
3-11=-86/320, 6-13=-905/48,
14-15=-510/222, 13-14=-884/28,
6-15=-36/913
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=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4) * This truss 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.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 6, 12.
LOAD CASE(S)
Standard
Job
304947-A
Truss
A5
Truss Type
Roof Special
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:15 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-e5jpxd7lG8mwsO_lWrKyC8lu6NQQa3d?9eqBowz?nKo
Scale = 1:69.1
T1
T2
T3
T4
B2W2
W5
W6
W7
W8
W1 W10
W9
W3
W4
B1
1
2
3
4
5
6
12 11 10 9 8 713 14
4x4
4x6
4x4
5x5
4x6
3x6 3x4 4x8
4x8
3x5 2x4
2x3
4-3-8
4-3-8
8-7-14
4-4-6
13-0-0
4-4-2
19-2-14
6-2-14
25-6-14
6-4-0
4-3-8
4-3-8
8-7-14
4-4-6
13-0-0
4-4-2
19-2-14
6-2-14
25-6-14
6-4-0
1-
4
-
2
7-
1
-
6
4-
1
0
-
1
3
12
-
2
-
3
1-
8
-
1
3
8.00 12
14.00 12
6.00 12
Plate Offsets (X,Y)-- [1:0-2-0,0-1-8], [4:0-1-12,0-2-0], [5:0-2-4,0-2-8], [6:Edge,0-1-8], [8:0-1-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.95
0.70
0.77
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.21
-0.45
0.04
(loc)
10-11
10-11
7
l/defl
>999
>672
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 114 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud *Except*
W5,W6,W7,W4: 2x3 SPF No.2
W1,W10: 2x4 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied, except
end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 11-12.
WEBS
1 Row at midpt 3-10, 5-10
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
7 = 1315/Mechanical
12 = 1315/0-5-8 (min. 0-2-1)
Max Horz
12 = -246(LC 4)
Max Uplift
7 = -47(LC 9)
12 = -49(LC 8)
Max Grav
7 = 1315(LC 1)
12 = 1315(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-1566/59, 2-3=-1590/163,
3-4=-1231/182, 4-5=-1311/170,
5-6=-1657/96, 1-12=-1288/58,
6-7=-1251/80
BOT CHORD
11-12=-209/257, 11-13=-75/1102,
13-14=-75/1102, 10-14=-75/1102,
9-10=-31/1384, 8-9=-31/1384
WEBS
1-11=0/1191, 3-10=-676/209,
WEBS
1-11=0/1191, 3-10=-676/209,
4-10=-131/1217, 5-10=-817/191,
6-8=-40/1271, 2-11=-391/162,
3-11=-87/354
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=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4) * This truss 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.
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, 12.
LOAD CASE(S)
Standard
Job
304947-A
Truss
A6
Truss Type
Roof Special
Qty
7
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:17 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-bUrZMI8?om0e6h87eGMQHZrEhA6z2zDIcyJItpz?nKm
Scale = 1:69.4
T1
T2
T3
T4
B2W2
W5
W6
W7
W8
W1 W10
W9
W3
W4
B11
2
3
4
5
6
7
13 12 11 10 9 814 15
4x6
4x4
5x5
4x6
3x6 3x4 4x8
3x5
4x8 3x5 2x4
2x3
4-3-8
4-3-8
8-7-14
4-4-6
13-0-0
4-4-2
19-2-14
6-2-14
25-6-14
6-4-0
-2-0-0
2-0-0
4-3-8
4-3-8
8-7-14
4-4-6
13-0-0
4-4-2
19-2-14
6-2-14
25-6-14
6-4-0
1-
4
-
2
7-
1
-
6
4-
1
0
-
1
3
12
-
2
-
3
1-
8
-
1
3
8.00 12
14.00 12
6.00 12
Plate Offsets (X,Y)-- [2:0-3-0,0-0-12], [5:0-1-12,0-2-0], [6:0-2-4,0-2-8], [7:Edge,0-1-8], [9:0-1-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.94
0.70
0.76
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.21
-0.45
0.04
(loc)
11-12
11-12
8
l/defl
>999
>676
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 117 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud *Except*
W5,W6,W7,W4: 2x3 SPF No.2
W1,W10: 2x4 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied, except
end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 12-13.
WEBS
1 Row at midpt 4-11, 6-11
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
8 = 1307/Mechanical
13 = 1503/0-5-8 (min. 0-2-6)
Max Horz
13 = -256(LC 6)
Max Uplift
8 = -47(LC 9)
13 = -88(LC 8)
Max Grav
8 = 1307(LC 1)
13 = 1503(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1526/60, 3-4=-1529/153,
4-5=-1220/182, 5-6=-1299/168,
6-7=-1646/94, 2-13=-1477/97,
7-8=-1243/80
BOT CHORD
12-14=-73/1087, 14-15=-73/1087,
11-15=-73/1087, 10-11=-29/1373,
9-10=-29/1373
WEBS
2-12=0/1232, 4-11=-660/206,
WEBS
2-12=0/1232, 4-11=-660/206,
5-11=-129/1200, 6-11=-814/191,
7-9=-38/1260, 3-12=-355/151,
4-12=-78/308
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=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4) * This truss 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.
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) 8, 13.
LOAD CASE(S)
Standard
Job
304947-A
Truss
A7
Truss Type
Roof Special
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:19 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-XtzKn_AFJNGML?IWlhOuN_wgJ_nSWsSa4GoPxhz?nKk
Scale = 1:69.4
T1
T2
T3
T4
B1
W3
W4
W5
W6 W7 W8
W9
W1
W2
W11
W10
B21
2
3
4
5
6
7
8
14 13 12 11 10 915 16 17
4x6
4x4
4x4
2x4 3x6
2x3
4x8 4x8
2x3
3x5
2x4 4x8
4x4
4-5-3
4-5-3
13-0-0
8-6-13
19-4-12
6-4-12
25-6-14
6-2-2
-2-0-0
2-0-0
4-3-8
4-3-8
8-7-14
4-4-6
13-0-0
4-4-2
15-7-4
2-7-4
19-4-12
3-9-8
25-6-14
6-2-2
1-
4
-
2
7-
1
-
6
9-
1
-
1
2
12
-
2
-
3
4-
1
1
-
1
4
8.00 12
14.00 12
5.00 12
Plate Offsets (X,Y)-- [2:0-3-0,0-0-12], [5:0-1-12,0-2-0], [6:0-2-0,0-1-12], [8:0-1-8,0-1-12], [9:0-2-0,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.55
0.70
0.78
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.18
-0.41
0.03
(loc)
12-13
12-13
9
l/defl
>999
>735
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 130 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2 *Except*
W3,W9,W2: 2x3 SPF Stud
W1,W11: 2x4 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 4-4-6 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 13-14.
WEBS
1 Row at midpt
4-12, 6-12, 6-10
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
14 = 1503/0-5-8 (min. 0-2-6)
9 = 1307/Mechanical
Max Horz
14 = -260(LC 6)
Max Uplift
14 = -87(LC 8)
9 = -64(LC 9)
Max Grav
14 = 1503(LC 1)
9 = 1307(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1525/48, 3-4=-1527/151,
4-5=-1224/160, 5-6=-1120/194,
6-7=-1026/128, 7-8=-1026/91,
2-14=-1478/96, 8-9=-1249/93
BOT CHORD
13-15=-80/1138, 15-16=-80/1138,
12-16=-80/1138, 11-12=-26/905,
11-17=-26/905, 10-17=-26/905
WEBS
3-13=-352/150, 4-13=-77/283,
WEBS
3-13=-352/150, 4-13=-77/283,
4-12=-673/210, 5-12=-167/1315,
6-12=-605/178, 7-10=-506/163,
2-13=0/1231, 8-10=-32/1068
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=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4) * This truss 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.
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) 14, 9.
LOAD CASE(S)
Standard
Job
304947-A
Truss
A8
Truss Type
Roof Special
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:21 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-TF54CgBWr_X4aJRut6RMSP?zJoRY_metXaHW0az?nKi
Scale = 1:71.5
T1
T2
T3
T4
B1
W3
W4
W5
W6 W7 W8
W1
W11
W10
B2W2
W9
1
2
3
4
5
6
7
8
14 13 12 11 10 915 16 17
4x6
4x4
4x4
3x5
2x4 3x6
2x3
4x8
4x8
3x5
3x4 4x8
2x3
8-7-14
8-7-14
15-7-4
6-11-5
19-4-12
3-9-8
21-3-13
1-11-1
27-2-14
5-11-1
-2-0-0
2-0-0
4-3-8
4-3-8
8-7-14
4-4-6
13-0-0
4-4-2
15-7-4
2-7-4
19-4-12
3-9-8
21-3-13
1-11-1
27-2-14
5-11-1
1-
4
-
2
7-
1
-
6
9-
1
-
1
2
12
-
2
-
3
4-
3
-
9
8.00 12
14.00 12
5.00 12
Plate Offsets (X,Y)-- [2:0-3-0,0-0-12], [5:0-1-8,0-2-0], [6:0-2-0,0-1-12], [8:Edge,0-1-0], [9:Edge,0-1-8], [12:0-4-0,0-1-8], [13:0-3-4,0-2-0], [14:0-2-0,0-0-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.71
0.79
0.80
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.20
-0.39
0.04
(loc)
10-12
12-13
9
l/defl
>999
>825
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 132 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud *Except*
W4,W5,W6,W7,W8: 2x3 SPF No.2
W1: 2x4 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 4-2-4 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 13-14.
WEBS
1 Row at midpt
4-12, 6-12, 6-10, 8-9
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
14 = 1591/0-5-8 (min. 0-2-8)
9 = 1396/Mechanical
Max Horz
14 = -263(LC 6)
Max Uplift
14 = -89(LC 8)
9 = -71(LC 9)
Max Grav
14 = 1591(LC 1)
9 = 1396(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1636/52, 3-4=-1637/156,
4-5=-1374/173, 5-6=-1302/199,
6-7=-1243/152, 7-8=-1191/77,
2-14=-1563/100, 8-9=-1349/95
BOT CHORD
13-14=-159/253, 13-15=-80/1256,
15-16=-80/1256, 12-16=-80/1256,
11-12=-16/1065, 11-17=-16/1065,
10-17=-16/1065
BOT CHORD
13-14=-159/253, 13-15=-80/1256,
15-16=-80/1256, 12-16=-80/1256,
11-12=-16/1065, 11-17=-16/1065,
10-17=-16/1065
WEBS
3-13=-351/149, 4-13=-80/258,
4-12=-696/212, 5-12=-188/1571,
6-12=-820/216, 8-10=-44/1253,
2-13=0/1320, 7-10=-576/186
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=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4) * This truss 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.
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) 14, 9.
LOAD CASE(S)
Standard
Job
304947-A
Truss
B1
Truss Type
Roof Special
Qty
3
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:23 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-PeCqdMDmNcnnqcbH_XTqXq5EBbAySiaA?umc4Sz?nKg
Scale = 1:69.1
T1
T2
T3
B1
W6W1
W2
W8
W7
B2
W3 W4
W5
1
2
3
4
5
10 9 8 7 611
5x5
4x4
4x4
3x4
2x4 3x6
2x3
3x8
3x8
2x4
2-7-2
2-7-2
9-6-8
6-11-5
15-3-1
5-8-9
21-2-2
5-11-1
6-11-4
6-11-4
9-6-8
2-7-4
15-3-1
5-8-9
21-2-2
5-11-1
4-
1
-
1
9-
1
-
1
2
12
-
2
-
3
4-
3
-
9
14.00 12
5.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-4], [2:0-2-0,0-1-12], [3:0-2-0,0-1-12], [5:0-2-0,0-1-0], [7:0-2-8,0-1-8], [9:0-2-0,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
1.00
0.60
0.70
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.21
-0.36
0.01
(loc)
7-9
7-9
6
l/defl
>999
>700
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 105 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2 *Except*
W6,W8,W7: 2x3 SPF Stud
W1: 2x4 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied, except
end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 3-9
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
10 = 1088/Mechanical
6 = 1088/Mechanical
Max Horz
10 = -284(LC 4)
Max Uplift
10 = -57(LC 9)
6 = -60(LC 9)
Max Grav
10 = 1088(LC 1)
6 = 1088(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-902/131, 2-3=-724/151,
3-4=-944/141, 4-5=-892/59,
1-10=-1030/90, 5-6=-1042/83
BOT CHORD
9-10=-135/273, 8-9=-26/667,
8-11=-26/667, 7-11=-26/667
WEBS
4-7=-576/187, 1-9=-42/471,
5-7=-31/919, 2-9=-113/664,
3-9=-695/198, 3-7=-107/296
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=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4) * This truss 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.
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) 10, 6.
LOAD CASE(S)
Standard
Job
304947-A
Truss
B2
Truss Type
GABLE
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:25 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-M0Kb11E0vD1V3wlg6yVIcFAahPsOwe9TSCFj9Lz?nKe
Scale = 1:69.1
T1
T2
T3
B1
W2
W3 W4
W7W1 W11
W9
W5
B2
W6
W8
W10
ST1
ST2
ST3
ST4
ST5
ST6
ST7
ST8
1
2
3
4
5
10 9 8 7 6
12
14
13
11
29
5x5
4x4
4x4
3x4
2x4 3x6
3x8
3x8 3x4
3x5
3x5
9-6-8
9-6-8
15-3-1
5-8-9
21-2-2
5-11-1
6-11-4
6-11-4
9-6-8
2-7-4
15-3-1
5-8-9
21-2-2
5-11-1
4-
1
-
1
9-
1
-
1
2
12
-
2
-
3
4-
3
-
9
14.00 12
5.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-4], [2:0-2-0,0-1-12], [3:0-2-0,0-1-12], [5:0-2-0,0-1-0], [6:Edge,0-2-8], [9:0-2-0,0-1-8], [13:0-0-6,0-1-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
1.00
0.60
0.57
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.21
-0.36
0.01
(loc)
7-9
7-9
6
l/defl
>999
>699
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 132 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W2,W3,W4,W5: 2x3 SPF No.2
W7,W11,W9: 2x3 SPF Stud
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied, except
end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 3-9
JOINTS
1 Brace at Jt(s): 11, 12, 13
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
10 = 1088/Mechanical
6 = 1088/0-2-6 (min. 0-1-11)
Max Horz
10 = -284(LC 4)
Max Uplift
10 = -57(LC 9)
6 = -60(LC 9)
Max Grav
10 = 1088(LC 1)
6 = 1088(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-902/131, 2-3=-724/151,
3-4=-937/140, 4-5=-882/58,
1-10=-1030/90, 6-14=-1040/82,
5-14=-1027/83
BOT CHORD
9-10=-135/273, 8-9=-26/667,
8-29=-26/667, 7-29=-26/667
WEBS
1-9=-42/471, 2-9=-113/664,
WEBS
1-9=-42/471, 2-9=-113/664,
3-9=-695/198, 7-12=-575/187,
4-12=-577/187, 7-13=-31/899,
5-13=-30/904, 3-11=-105/288,
7-11=-109/302
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=1.60
3) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as per ANSI/TPI 1.
4) All plates are 2x3 MT20 unless otherwise
indicated.
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
7) * 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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of
truss to bearing plate at joint(s) 6.
10) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 10, 6.
LOAD CASE(S)
Standard
Job
304947-A
Truss
C1
Truss Type
Roof Special
Qty
3
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:26 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-qDuzFNFegX9Mh4Ksgf0X9Sjmrp7Xf1_chs_Ghnz?nKd
Scale = 1:73.9
T1
T2 T3
T4
B1
W1
W2
W3
W4
W5
W6HW1
HW2B21
2 15 3
4
5
6
7
198 9
14
16 13 12 11 10 201817
4x6
4x6
6x6
4x10
4x6
3x6 3x4
2x3
5x8
2x3 7x8
9-1-7
9-1-7
15-0-0
5-10-9
21-5-14
6-5-14
29-6-0
8-0-2
-1-6-0
1-6-0
4-7-15
4-7-15
9-1-7
4-5-7
15-0-0
5-10-9
21-5-14
6-5-14
29-6-0
8-0-2
30-8-0
1-2-0
0-
9
-
2
5-
3
-
1
3
4-
7
-
5
12
-
2
-
3
0-
7
-
4
6.00 12
14.00 12
Plate Offsets (X,Y)-- [2:0-5-3,Edge], [8:Edge,0-3-4], [8:0-5-0,0-0-3], [8:0-0-3,0-0-1], [12:0-4-0,0-2-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.91
0.86
0.79
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.21
-0.36
0.09
(loc)
12-13
12-13
8
l/defl
>999
>988
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 119 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
T3,T4: 2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud *Except*
W3,W4,W5: 2x3 SPF No.2
WEDGE
Right: 2x6 SPF 1650F 1.5E
SLIDER
Left 2x6 SPF 1650F 1.5E 2-0-0
BRACING-
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 5-12, 7-12
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
2 = 1661/0-5-8 (min. 0-2-10)
8 = 1631/0-5-8 (min. 0-2-9)
Max Horz
2 = 198(LC 7)
Max Uplift
2 = -95(LC 8)
8 = -85(LC 9)
Max Grav
2 = 1661(LC 1)
8 = 1631(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-15=-908/0, 3-15=-783/0,
3-4=-2468/130, 4-5=-2234/114,
5-6=-1666/188, 6-7=-1694/185,
7-19=-2535/112, 8-19=-754/0
BOT CHORD
14-16=-229/1009, 13-16=-201/2116,
12-13=-122/1944, 11-12=-45/2128,
10-11=-45/2128, 10-20=-43/2132,
18-20=-20/722
BOT CHORD
14-16=-229/1009, 13-16=-201/2116,
12-13=-122/1944, 11-12=-45/2128,
10-11=-45/2128, 10-20=-43/2132,
18-20=-20/722
WEBS
5-13=0/304, 5-12=-1277/199,
6-12=-110/1721, 7-12=-1387/220,
7-10=0/287, 2-14=-1000/0,
16-17=0/254, 15-17=-38/586,
2-17=0/549, 14-17=-903/142,
3-17=-1990/267, 8-18=-880/35,
19-20=-568/216, 18-19=-1028/32,
8-20=-30/963
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=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4) * This truss 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.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 2, 8.
LOAD CASE(S)
Standard
Job
304947-A
Truss
C2
Truss Type
GABLE
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:30 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-i_7U5lI9klfoAhddvV5UJItRlQUKbnDCcUzUqYz?nKZ
Scale = 1:73.9
T1
T2 T3
T4
B2
W3
W4HW1
HW2B1
W2
W2
W1 W1
ST12
ST11
ST10
ST11
ST9
ST8
ST7ST6ST5ST4ST3ST2
ST1
ST10
ST11
ST13
ST14
ST15
ST16
ST17
ST18 ST19ST20ST21
ST22
1
2 69
34
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
662021
6870
34 33 32 31 30 29 28 27 26 25 2423 22 6765
35
42 39
4536
37
38
71
3x6
5x5
6x6
5x8 6x6
3x4 3x8
4x4
4x4
4x4 2x4
3-0-8
3-
1
-
0
5-
4
-
1
4
9-1-7
9-1-7
12-5-5
3-3-14
13-5-12
1-0-7
15-0-0
1-6-4
16-6-4
1-6-4
21-5-14
4-11-10
29-6-0
8-0-2
-1-6-0
1-6-0
4-7-15
4-7-15
9-1-7
4-5-7
13-5-12
4-4-5
15-0-0
1-6-4
16-2-12
1-2-12
16-6-4
0-3-8
21-5-14
4-11-10
29-6-0
8-0-2
30-8-0
1-2-0
0-
9
-
2
5-
3
-
1
3
4-
7
-
5
12
-
2
-
3
0-
7
-
4
6.00 12
14.00 12
Plate Offsets (X,Y)-- [2:0-4-3,0-0-3], [16:0-3-0,Edge], [20:Edge,0-2-9], [20:0-5-0,0-0-3], [20:0-0-3,0-0-1], [24:0-0-0,0-1-12], [24:0-4-0,0-0-4], [35:0-0-0,0-1-12],
[35:0-2-0,0-0-12], [36:0-0-0,0-1-12], [42:0-1-4,0-0-0], [44:0-1-8,0-0-8], [45:0-1-4,0-0-0], [46:0-1-4,0-0-0], [47:0-1-8,0-0-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.98
0.93
0.97
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.37
-0.65
0.02
(loc)
22-23
22-23
20
l/defl
>552
>315
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 187 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
B2: 2x4 SPF 1650F 1.5E
WEBS 2x4 SPF 1650F 1.5E *Except*
W3,W4: 2x3 SPF Stud
W1: 2x3 SPF No.2
OTHERS 2x3 SPF Stud *Except*
ST9,ST13: 2x3 SPF No.2
WEDGE
Right: 2x4 SPF No.2
SLIDER
Left 2x6 SPF 1650F 1.5E 1-6-0
BRACING-
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
2-2-0 oc bracing: 25-26,23-25.
WEBS
1 Row at midpt
19-23, 13-26
JOINTS
1 Brace at Jt(s): 35, 36, 37, 38
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 12-5-5 except (jt=length)
20=0-5-8, 26=0-3-8, 26=0-3-8.
(lb) - Max Horz
2= 198(LC 7)
Max Uplift
All uplift 100 lb or less at
joint(s) 20, 2, 28, 29, 30, 31, 32,
33, 26 except 27=-218(LC 20),
34=-153(LC 20)
Max Grav
All reactions 250 lb or less at
joint(s) 27, 30, 31, 32, 33, 34, 26
except 20=1276(LC 1), 2=742(LC 1),
28=461(LC 1), 29=305(LC 1),
26=281(LC 19), 2=742(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-69=-368/3, 3-4=-760/35,
4-5=-690/35, 5-6=-699/43,
6-7=-693/49, 7-8=-687/56,
8-9=-672/65, 9-10=-753/86,
10-11=-723/90, 11-12=-967/149,
12-13=-881/184, 13-14=-1016/236,
14-15=-838/205, 15-16=-798/223,
16-17=-723/213, 17-18=-527/161,
18-19=-1130/95, 19-66=-1829/86,
20-66=-465/0
BOT CHORD
68-70=0/592, 34-70=0/592,
33-34=0/592, 32-33=0/592,
31-32=0/592, 30-31=0/592,
29-30=0/592, 28-29=0/592,
27-28=0/591, 26-27=0/591,
25-26=0/591, 24-25=0/588,
23-24=0/588, 22-23=0/1498,
22-67=0/1504, 65-67=-16/541
WEBS
19-23=-1210/214, 19-22=0/331,
25-37=-154/572, 35-37=-154/572,
23-38=0/520, 36-38=0/520,
18-36=0/384, 16-39=-257/784,
13-26=-279/93, 11-28=-378/69,
9-29=-294/41, 17-45=-284/58,
20-65=-673/26, 66-67=-565/251,
65-66=-771/24, 20-67=-28/703,
2-68=-458/32, 69-71=-18/261,
68-71=-626/24, 3-71=-656/43
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=1.60
3) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as per ANSI/TPI 1.
4) All plates are 2x3 MT20 unless otherwise
indicated.
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
7) * 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.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 20, 2, 28, 29, 30, 31, 32, 33, 26, 2
except (jt=lb) 27=218, 34=153.
LOAD CASE(S)
Standard
Job
304947-A
Truss
C3
Truss Type
Roof Special
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:32 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-eNFEWRKPFNvWP?n00w7yOjzn9DEU3nCV3oSbvRz?nKX
Scale = 1:66.6
T1 T2
T3
B1
W3
W4
W5
W1
W2
HW2B2
1
2
3
114 5
9 8 7 6 1210
5x5
4x6
6x6
2x4 3x6 3x8 2x3 6x6
6-11-4
6-11-4
13-5-2
6-5-14
21-5-4
8-0-2
6-11-4
6-11-4
13-5-2
6-5-14
21-5-4
8-0-2
22-7-4
1-2-0
4-
1
-
1
4-
7
-
5
12
-
2
-
3
0-
7
-
4
14.00 12
6.00 12
Plate Offsets (X,Y)-- [1:Edge,0-1-4], [4:0-0-3,0-0-1], [4:0-5-0,0-0-3], [4:Edge,0-2-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.99
0.63
0.61
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.12
-0.26
0.01
(loc)
6-12
6-12
4
l/defl
>999
>970
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 90 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
T3: 2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2 *Except*
W5: 2x3 SPF Stud, W1: 2x4 SPF No.2
WEDGE
Right: 2x4 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied, except
end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 3-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
9 = 1104/Mechanical
4 = 1208/0-5-8 (min. 0-1-14)
Max Horz
9 = -286(LC 6)
Max Uplift
9 = -73(LC 9)
4 = -68(LC 9)
Max Grav
9 = 1104(LC 1)
4 = 1208(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-911/146, 2-3=-903/136,
3-11=-1664/64, 4-11=-446/0,
1-9=-1039/108
BOT CHORD
8-9=-164/278, 7-8=-1/1354,
6-7=-1/1354, 6-12=0/1359,
10-12=-10/492
WEBS
2-8=-37/506, 3-8=-1078/210, 3-6=0/290,
1-8=-43/466, 4-10=-653/25,
WEBS
2-8=-37/506, 3-8=-1078/210,
3-6=0/290, 1-8=-43/466, 4-10=-653/25,
11-12=-513/216, 10-11=-703/19,
4-12=-18/659
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=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4) * This truss 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.
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) 9, 4.
LOAD CASE(S)
Standard
Job
304947-A
Truss
D1
Truss Type
Roof Special Girder
Qty
1
Ply
3
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:36 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-X8VlLoNwJbPxuc5nFlCuZZ7Zardt?ae5_PQo2Cz?nKT
Scale = 1:71.3
W1
T1
T2
T3
T4
W8
B1W3
W4 W5
W6
W7 W8 W9
W2
1 2
3
4
5 6
11 10 9 8 712 13 14 15 16 17 18 19
4x6
2x4
5x5
4x6
5x5
2x4 7x8
3x6
7x8 7x8
5x5
HUS26
HUS26
HUS26 HUS26 HUS26 HUS26
HUS26
HUS26 HUS26 HUS26
0-5-8
0-5-8
2-4-7
1-10-15
5-11-0
3-6-8
9-5-8
3-6-8
14-4-4
4-10-12
16-5-8
2-1-4
18-7-4
2-1-12
18-9-0
0-1-12
2-4-7
2-4-7
5-11-0
3-6-8
9-5-8
3-6-8
14-4-4
4-10-12
18-9-0
4-4-12
1-
6
-
7
4-
9
-
1
5
12
-
2
-
0
4-
9
-
1
5
18.00 12
Plate Offsets (X,Y)-- [2:0-2-8,0-3-0], [3:0-0-12,0-1-8], [4:0-2-8,0-2-0], [5:0-2-8,0-2-0], [6:0-1-12,0-2-4], [8:0-3-8,0-4-0], [9:0-4-0,0-4-0], [10:0-3-8,0-4-4], [11:0-2-12
,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.58
0.54
0.65
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.14
-0.24
0.03
(loc)
10-11
10-11
7
l/defl
>999
>924
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 404 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
T3: 2x4 SPF 1650F 1.5E
BOT CHORD 2x6 SP 2700F 2.2E
WEBS 2x4 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals, and 2-0-0 oc purlins
(6-0-0 max.): 1-2, 5-6.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)
11 = 7338/0-5-8 (min. 0-3-13)
7 = 7474/0-3-8 (min. 0-2-1)
Max Horz
11 = 285(LC 26)
Max Uplift
11 = -318(LC 9)
7 = -374(LC 8)
Max Grav
11 = 7338(LC 1)
7 = 7474(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-8113/402, 3-4=-5150/382,
4-5=-5092/363, 5-6=-5113/288,
6-7=-5721/295
BOT CHORD
11-12=-544/10007, 12-13=-544/10007,
13-14=-544/10007, 10-14=-544/10007,
10-15=-293/4455, 15-16=-293/4455,
9-16=-293/4455, 9-17=-249/5188,
17-18=-249/5188, 8-18=-249/5188
WEBS
2-10=-5856/323, 3-10=-184/5189,
3-9=-3441/358, 4-9=-533/7936,
5-9=-3256/233, 5-8=-2298/184,
6-8=-377/7540, 2-11=-11207/536
NOTES-
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
0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-4-0 oc.
Webs connected as follows: 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 to distribute 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=1.60
5) Provide adequate drainage to prevent water
ponding.
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.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 11=318, 7=374.
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 HUS26 (14-10d Girder
, 4-10d Truss, Single Ply Girder) or equivalent
spaced at 2-1-12 oc max. starting at 0-5-8 from the
left end to 18-7-4 to connect truss(es) A5 (1 ply 2x4
SPF), A6 (1 ply 2x4 SPF), A7 (1 ply 2x4 SPF) to
front face of bottom chord.
11) Fill all nail holes where hanger is in contact with
lumber.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-84, 2-4=-84, 4-5=-84, 5-6=-84,
7-11=-20
Concentrated Loads (lb)
Vert: 7=-1296(F) 8=-1287(F) 12=-1302(F)
13=-1287(F) 14=-1287(F) 15=-1287(F)
16=-1287(F) 17=-1287(F) 18=-1287(F)
19=-1287(F)
Job
304947-A
Truss
E1
Truss Type
Piggyback Base
Qty
4
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:38 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-TWcVmUOArCgf7wFANAEMe_C_xeMYTTBNRjvv65z?nKR
Scale = 1:63.0
T1
T2
T3B1B1
W1 W1
HW1
HW1
1
2
9
3 4
12
5
6
8
10
7
13 11
5x5 5x5
6x6
6x8
6x6
5-5-1
5-5-1
9-5-8
4-0-7
13-5-13
4-0-5
18-11-0
5-5-3
-1-6-0
1-6-0
3-6-0
3-6-0
6-9-8
3-3-8
12-1-8
5-4-0
15-5-0
3-3-8
18-11-0
3-6-0
20-5-0
1-6-0
0-
1
1
-
4
11
-
1
-
8
0-
1
1
-
4
9-
0
-
0
18.00 12
12.00 12
Plate Offsets (X,Y)-- [2:0-3-13,0-2-3], [3:0-3-0,0-2-12], [4:0-3-0,0-2-12], [5:0-3-13,0-2-3], [7:0-4-0,0-4-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.27
0.27
0.71
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.17
-0.28
0.59
(loc)
7
7-10
5
l/defl
>999
>812
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 120 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF 1650F 1.5E
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x3 SPF No.2
WEDGE
Left: 2x3 SPF Stud,
Right: 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 5-10-12
oc purlins, except
2-0-0 oc purlins (5-2-10 max.): 3-4.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
2 = 1110/0-5-8 (min. 0-1-12)
5 = 1110/0-5-8 (min. 0-1-12)
Max Horz
2 = -273(LC 6)
Max Uplift
2 = -33(LC 9)
5 = -33(LC 8)
Max Grav
2 = 1110(LC 1)
5 = 1110(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-9=-806/0, 3-9=-2121/226,
3-4=-2846/280, 4-12=-2121/165,
5-12=-860/40
BOT CHORD
8-10=-277/545, 7-10=-371/1679,
7-13=-141/1581, 11-13=-150/468
WEBS
3-7=-102/2218, 4-7=-275/2295,
2-8=-570/0, 9-10=-649/374,
8-9=-705/26, 5-11=-636/11,
12-13=-629/247, 11-12=-705/32
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=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
5) * This truss 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.
6) Bearing at joint(s) 2, 5 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 2, 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
Job
304947-A
Truss
E2
Truss Type
GABLE L GABLE L GABL l MMON l l MON
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:41 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-u5IeOWR2872E_Nzk2Jn3GdqTRsLrgx1q8h7ZjQz?nKO
Scale = 1:62.0
T2
T3
T2
B1 B1
W1
W2 W2
W1
ST6
ST5ST4
ST3
ST2
ST1
ST5 ST4
ST3
ST2
ST1
T1 T1
1
2
36
3
4
5
6
7
8 9 10
11
12
13
14
15
40
16
17
35
37
32
31
30
29
28 26
25
24 22
21
20
19
18
41
39
33
34
38 42
27 23
4x8
6x6 6x6
4x8
5x8
3x4 3x4
0-5-8
0-5-8
7-1-11
6-8-3
7-5-12
0-4-1
9-5-8
1-11-12
11-5-4
1-11-12
11-9-5
0-4-1
18-5-8
6-8-3
18-11-0
0-5-8
-1-6-0
1-6-0
7-1-11
7-1-11
11-9-5
4-7-9
18-11-0
7-1-11
20-5-0
1-6-0
0-
1
1
-
4
11
-
1
-
8
0-
1
1
-
4
9-
0
-
0
18.00 12
12.00 12
Plate Offsets (X,Y)-- [8:0-2-15,Edge], [10:0-2-15,Edge], [25:0-6-4,0-2-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
3-2-0
1.15
1.15
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.38
0.49
0.32
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.19
-0.22
0.08
(loc)
31-32
18-19
16
l/defl
>472
>409
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 125 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x3 SPF Stud
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
2-0-0 oc purlins (6-0-0 max.)
(Switched from sheeted: Spacing > 2-0-0).
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 26-27,25-26,24-25,23-24.
REACTIONS. All bearings 0-5-8 except (jt=length)
27=0-3-0, 23=0-3-0.
(lb) - Max Horz
2= 429(LC 7)
Max Uplift
All uplift 100 lb or less at
joint(s) 27, 23 except 2=-507(LC 9),
16=-499(LC 9)
Max Grav
All reactions 250 lb or less at
joint(s) except 2=919(LC 16),
16=908(LC 16), 27=948(LC 18),
23=953(LC 18)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-36=-458/154, 3-36=-566/238,
3-4=-481/253, 4-5=-544/384,
5-6=-479/495, 6-7=-537/700,
7-8=-335/598, 10-11=-460/703,
11-12=-700/835, 12-13=-625/621,
13-14=-647/510, 14-15=-519/289,
15-40=-583/272, 16-40=-484/198
BOT CHORD
35-37=-396/459, 32-37=-336/513,
31-32=-353/720, 30-31=-383/834,
29-30=-469/1018, 28-29=-403/960,
27-28=-336/864, 26-27=-298/380,
25-26=-293/414, 22-23=-15/718,
21-22=-82/629, 20-21=-205/687,
BOT CHORD
35-37=-396/459, 32-37=-336/513,
31-32=-353/720, 30-31=-383/834,
29-30=-469/1018, 28-29=-403/960,
27-28=-336/864, 26-27=-298/380,
25-26=-293/414, 22-23=-15/718,
21-22=-82/629, 20-21=-205/687,
19-20=-55/516, 18-19=0/418,
18-41=0/280
WEBS
8-28=-557/215, 8-33=-269/393,
25-33=-244/399, 25-34=-500/600,
10-34=-492/574, 10-22=-732/503,
4-32=-287/246, 14-18=-299/256,
2-35=-595/267, 2-38=-44/302,
35-38=-317/117, 16-39=-608/306,
16-42=-2/274, 39-42=-276/84
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=1.60
3) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water
ponding.
5) All plates are 2x4 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 other members.
9) Bearing at joint(s) 2, 16 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) 27, 23 except (jt=lb) 2=507,
16=499.
11) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 27, 23.
12) 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
Job
304947-A
Truss
E3
Truss Type
PIGGYBACK BASE
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:43 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-qUQOpBSJglIyDh779kqXL2wqef4h8kF6b?cgoIz?nKM
Scale = 1:63.0
T1
T2
T3
B1 B1
W1 W1
HW1
HW1
1
2
11
3 4
8
5
10
12
6
9 7
5x5 5x5
6x6 6x6
6x8
1
2
-
3
-
1
5
20-7-8
5-5-1
5-5-1
9-5-8
4-0-7
13-5-13
4-0-5
18-11-0
5-5-3
-1-6-0
1-6-0
3-6-0
3-6-0
6-9-8
3-3-8
12-1-8
5-4-0
15-5-0
3-3-8
18-11-0
3-6-0
0-
1
1
-
4
11
-
1
-
8
0-
1
1
-
4
9-
0
-
0
18.00 12
12.00 12
Plate Offsets (X,Y)-- [2:0-3-13,0-2-3], [3:0-3-0,0-2-12], [4:0-3-0,0-2-12], [5:0-3-13,0-2-3], [6:0-4-0,0-4-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.27
0.27
0.72
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.17
-0.28
0.59
(loc)
6
6-12
5
l/defl
>999
>817
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 115 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF 1650F 1.5E
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x3 SPF No.2
WEDGE
Left: 2x3 SPF Stud,
Right: 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 5-10-4
oc purlins, except
2-0-0 oc purlins (5-2-6 max.): 3-4.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
5 = 979/0-5-8 (min. 0-1-9)
2 = 1115/0-5-8 (min. 0-1-12)
Max Horz
2 = 252(LC 5)
Max Uplift
5 = -25(LC 8)
2 = -35(LC 9)
Max Grav
5 = 979(LC 1)
2 = 1115(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-11=-754/0, 3-11=-2137/262,
3-4=-2816/349, 4-8=-2142/201,
5-8=-708/68
BOT CHORD
10-12=-237/431, 6-12=-414/1525,
6-9=-185/1503, 7-9=-121/401
WEBS
3-6=-160/2100, 4-6=-333/2093,
5-7=-577/7, 8-9=-1087/483,
7-8=-919/70, 5-9=-62/420, 2-10=-541/0,
11-12=-637/398, 10-11=-710/36
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=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
5) * This truss 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.
6) Bearing at joint(s) 5, 2 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 5, 2.
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
Job
304947-A
Truss
E4
Truss Type
Piggyback Base
Qty
3
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:45 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-mtX9EtUZCMYgT?HWH8s?QT?ADTlGcf5P2J5nsBz?nKK
Scale = 1:62.9
T1
T2
T3
T4
W6
B1
B2
B3
W1 W2
W4
W3
W5
HW1
1
2
11
3 4
5
6
10
12
9
8
7
6x6 6x6
5x5
2x4
4x4
6x6
6x8
5x5
1
0
-
7
-
3
2 1-3-7
9-5-8
9-5-8
15-6-0
6-0-8
18-9-0
3-3-0
-1-6-0
1-6-0
6-9-8
6-9-8
12-1-8
5-4-0
16-6-8
4-5-0
18-9-0
2-2-8
0-
1
1
-
4
4-
6
-
0
11
-
1
-
8
1-
6
-
8
2-
1
1
-
8
6-
0
-
8
8-
2
-
0
18.00 12
12.00 12
Plate Offsets (X,Y)-- [2:0-3-13,0-2-3], [4:0-3-8,0-3-0], [5:0-2-8,0-2-12], [8:0-2-8,0-2-12], [9:0-4-0,0-4-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.26
0.27
0.70
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.15
-0.27
0.42
(loc)
9
9-12
7
l/defl
>999
>839
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 118 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF 1650F 1.5E
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x3 SPF Stud *Except*
W1,W2,W3: 2x3 SPF No.2
WEDGE
Left: 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 5-11-4
oc purlins, except end verticals, and 2-0-0 oc purlins
(5-3-4 max.): 3-4, 5-6.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 4-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
7 = 965/0-3-8 (min. 0-1-8)
2 = 1101/0-5-8 (min. 0-1-12)
Max Horz
2 = 248(LC 5)
Max Uplift
7 = -32(LC 8)
2 = -24(LC 8)
Max Grav
7 = 965(LC 1)
2 = 1101(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-11=-733/0, 3-11=-2095/271,
3-4=-2730/388, 4-5=-1900/150
BOT CHORD
10-12=-194/307, 9-12=-417/1458,
8-9=-196/1447, 7-8=-86/1699
WEBS
3-9=-201/2025, 4-9=-364/2037,
5-8=-1159/177, 4-8=-232/301,
5-7=-1833/103, 2-10=-537/0,
11-12=-625/430, 10-11=-697/39
WEBS
3-9=-201/2025, 4-9=-364/2037,
5-8=-1159/177, 4-8=-232/301,
5-7=-1833/103, 2-10=-537/0,
11-12=-625/430, 10-11=-697/39
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=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
5) * This truss 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.
6) Bearing at joint(s) 2 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 7, 2.
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
Job
304947-A
Truss
E5
Truss Type
Piggyback Base
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:47 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-iFfvfZVpjzoOiIRuOZuTVu4X5GRp4YOiWdaux3z?nKI
Scale = 1:60.8
T1
T2
T3
T4
W6
B1
B2
B3
W1 W2
W4
W3
W5
HW1
1
10
2 3
4
5
9
11
8
7
6
4x6
6x6 6x6
5x5
2x4
4x4
6x8
5x5
9-5-8
9-5-8
15-6-0
6-0-8
18-9-0
3-3-0
6-9-8
6-9-8
12-1-8
5-4-0
16-6-8
4-5-0
18-9-0
2-2-8
0-
1
1
-
4
4-
6
-
0
11
-
1
-
8
1-
6
-
8
2-
1
1
-
8
6-
0
-
8
8-
2
-
0
18.00 12
12.00 12
Plate Offsets (X,Y)-- [1:0-2-13,0-1-3], [3:0-3-8,0-3-0], [4:0-2-8,0-2-12], [7:0-2-8,0-2-12], [8:0-4-0,0-4-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.24
0.26
0.71
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.15
-0.27
0.42
(loc)
8
8-11
6
l/defl
>999
>827
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 113 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF 1650F 1.5E
BOT CHORD 2x6 SPF 1650F 1.5E
WEBS 2x3 SPF Stud *Except*
W1,W2,W3: 2x3 SPF No.2
WEDGE
Left: 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 5-10-11
oc purlins, except end verticals, and 2-0-0 oc purlins
(5-2-15 max.): 2-3, 4-5.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 3-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
1 = 970/0-5-8 (min. 0-1-8)
6 = 970/0-3-8 (min. 0-1-8)
Max Horz
1 = 220(LC 5)
Max Uplift
1 = -10(LC 9)
6 = -35(LC 8)
Max Grav
1 = 970(LC 1)
6 = 970(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-10=-628/12, 2-10=-2117/275,
2-3=-2767/395, 3-4=-1911/156
BOT CHORD
9-11=-182/329, 8-11=-422/1485,
7-8=-199/1459, 6-7=-91/1709
WEBS
2-8=-205/2048, 3-8=-370/2070,
4-7=-1165/178, 3-7=-231/301,
4-6=-1844/108, 1-9=-519/0,
10-11=-1081/709, 9-10=-909/140,
WEBS
2-8=-205/2048, 3-8=-370/2070,
4-7=-1165/178, 3-7=-231/301,
4-6=-1844/108, 1-9=-519/0,
10-11=-1081/709, 9-10=-909/140,
1-11=-88/416
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=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
5) * This truss 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.
6) 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.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1, 6.
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
Job
304947-A
Truss
G1
Truss Type
Common
Qty
4
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:49 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-fenf4FX4Fb25xcaHW_xxaJAp_47kYah?zx3_?yz?nKG
Scale = 1:68.0
T1 T1
B1
W3
W1
W2
W1
W2
1
2
3
6 5 4
2x4 2x4
4x6
6x6
3x8
6x6
6-6-0
6-6-0
13-0-0
6-6-0
6-6-0
6-6-0
13-0-0
6-6-0
2-
5
-
0
12
-
2
-
0
2-
5
-
0
18.00 12
Plate Offsets (X,Y)-- [1:0-3-4,0-1-0], [3:0-3-4,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.47
0.30
0.15
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.04
-0.09
0.00
(loc)
5-6
5-6
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 67 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W3: 2x3 SPF No.2, W2: 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
6 = 661/0-5-8 (min. 0-1-8)
4 = 661/0-5-8 (min. 0-1-8)
Max Horz
6 = 206(LC 7)
Max Uplift
6 = -69(LC 9)
4 = -69(LC 8)
Max Grav
6 = 661(LC 1)
4 = 661(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-580/131, 2-3=-580/131,
1-6=-604/99, 3-4=-604/99
BOT CHORD
5-6=-246/274
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 ;
Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss 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.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 6, 4.
LOAD CASE(S)
Standard
Job
304947-A
Truss
G2
Truss Type
COMMON SUPPORTED GAB
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:51 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-b1vQVwYKnCIpBwkfdPzPgkFF8uql0S3IRFY54rz?nKE
Scale = 1:69.5
W1
T1 T1
W1
B1
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
W3
W4W4
W2
W2
12
3
4
5
6
7
8
9
10
11
21 20 19 18 17 16 15 14 13 12
2223
25
24
2628 27
3x5
3x4
4x4
3x4
3x5
5x5 5x5
3-0-8
4-
1
1
-
1
1
4-11-12
4-11-12
8-0-4
3-0-8
13-0-0
4-11-12
6-6-0
6-6-0
12-8-8
6-2-8
13-0-0
0-3-8
1-
1
0
-
1
1
11
-
7
-
1
1
1-
1
0
-
1
1
18.00 12
Plate Offsets (X,Y)-- [1:0-0-12,0-1-8], [11:0-0-12,0-1-8], [12:0-2-12,0-1-8], [13:0-2-8,0-3-0], [20:0-2-8,0-3-0], [21:0-2-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
3-2-3
1.15
1.15
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.11
0.13
0.28
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.01
(loc)
-
-
12
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 96 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud *Except*
W1: 2x4 SPF No.2
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
2-0-0 oc purlins (6-0-0 max.), except end verticals
(Switched from sheeted: Spacing > 2-0-0).
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
JOINTS
1 Brace at Jt(s): 1, 6, 11, 22, 25, 26
REACTIONS. All bearings 13-0-0.
(lb) - Max Horz
21=-328(LC 4)
Max Uplift
All uplift 100 lb or less at
joint(s) 16, 17 except 21=-519(LC 6),
12=-505(LC 7), 18=-202(LC 8),
19=-166(LC 8), 20=-735(LC 8),
15=-204(LC 9), 14=-166(LC 9),
13=-730(LC 9)
Max Grav
All reactions 250 lb or less at
joint(s) 18, 15 except 21=1060(LC 8),
12=1052(LC 9), 19=268(LC 15),
20=452(LC 6), 14=268(LC 16), 13=444(LC
7), 16=404(LC 16), 17=411(LC 15)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-21=-1029/519, 1-2=-581/310,
2-3=-433/244, 3-4=-298/166,
8-9=-294/158, 9-10=-428/237,
10-11=-576/301, 11-12=-1021/506
BOT CHORD
20-21=-320/323, 19-20=-177/350,
18-19=-177/350, 17-18=-176/349,
16-17=-176/349, 15-16=-176/349,
14-15=-176/350, 13-14=-176/349
WEBS
1-20=-336/657, 11-13=-330/653
WEBS
1-20=-336/657, 11-13=-330/653
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 ; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as per ANSI/TPI 1.
4) All plates are 2x4 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 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) 16, 17 except (jt=lb) 21=519,
12=505, 18=202, 19=166, 20=735, 15=204,
14=166, 13=730.
11) 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
Job
304947-A
Truss
G3
Truss Type
Common
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:53 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-XP0AwcaaJpZXQDu2lq?tl9KV_hUgUOCbuZ1C8jz?nKC
Scale = 1:68.0
T1 T1
B1
W3
W1 W1
W2W2
1
2
3
6 5 4
2x4 2x4
4x6
6x6
6x6
3x8
0-2-0
0-2-0
6-6-0
6-4-0
13-0-0
6-6-0
0-3-12
0-3-12
6-6-0
6-2-4
13-0-0
6-6-0
2-
5
-
0
12
-
2
-
0
2-
5
-
0
18.00 12
Plate Offsets (X,Y)-- [1:0-3-4,0-1-0], [3:0-3-4,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.47
0.30
0.18
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.04
-0.09
0.00
(loc)
5-6
5-6
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 67 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W3: 2x3 SPF No.2, W2: 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
6 = 661/0-3-8 (min. 0-1-8)
4 = 661/0-5-8 (min. 0-1-8)
Max Horz
6 = -269(LC 4)
Max Uplift
6 = -64(LC 9)
4 = -64(LC 8)
Max Grav
6 = 661(LC 1)
4 = 661(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-580/132, 2-3=-580/132,
1-6=-604/94, 3-4=-604/95
BOT CHORD
5-6=-291/313
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=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4) * This truss 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.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 6, 4.
LOAD CASE(S)
Standard
Job
304947-A
Truss
G4
Truss Type
Common Girder
Qty
1
Ply
2
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:56 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-x_iJYecTckx6HhddQyZaMnytWvT7hh_1aXGsl2z?nK9
Scale = 1:71.3
T1 T1
B1
W3
W2W2
W1 W1
1
2
3
6 5 47 8 9 10 11 12
4x6 4x6
4x6
5x5
5x5
7x8
HUS26
HUS26
HUS26 HUS26
HUS26 HUS26
0-2-0
0-2-0
1-6-8
1-4-8
3-6-8
2-0-0
5-6-8
2-0-0
6-6-0
0-11-8
7-5-12
0-11-12
9-5-12
2-0-0
11-5-12
2-0-0
12-8-4
1-2-8
13-0-0
0-3-12
6-6-0
6-6-0
13-0-0
6-6-0
2-
5
-
0
12
-
2
-
0
2-
5
-
0
18.00 12
Plate Offsets (X,Y)-- [1:0-3-0,0-1-0], [3:0-3-0,0-1-0], [4:Edge,0-3-8], [5:0-4-0,0-4-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.96
0.50
0.43
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.08
-0.14
0.00
(loc)
4-5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 179 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SP 2700F 2.2E
WEBS 2x4 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied, except
end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)
6 = 3866/0-3-8 (min. 0-3-1)
4 = 3897/0-5-8 (min. 0-3-1)
Max Horz
6 = 267(LC 5)
Max Uplift
6 = -277(LC 9)
4 = -298(LC 8)
Max Grav
6 = 3866(LC 1)
4 = 3897(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-2644/271, 2-3=-2644/271,
1-6=-2653/230, 3-4=-2651/230
BOT CHORD
6-7=-311/408, 7-8=-311/408,
8-9=-311/408, 5-9=-311/408,
5-10=-120/255, 10-11=-120/255,
11-12=-120/255, 4-12=-120/255
WEBS
2-5=-232/3521, 3-5=-219/1180,
1-5=-221/1184
NOTES-
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.
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.
2) All loads are considered equally applied to all
plies, except if noted as front (F) or back (B) face in
the LOAD CASE(S) section. Ply to ply connections
have been provided to distribute 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=1.60
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 other members.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 6=277, 4=298.
8) Use Simpson Strong-Tie HUS26 (14-10d Girder,
4-10d Truss, Single Ply Girder) or equivalent
spaced at 2-0-0 oc max. starting at 1-6-8 from the
left end to 11-5-12 to connect truss(es) B1 (1 ply
2x4 SPF), B2 (1 ply 2x4 SPF), C3 (1 ply 2x4 SPF)
to back face of bottom chord.
9) Fill all nail holes where hanger is in contact with
lumber.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-84, 2-3=-84, 4-6=-20
Concentrated Loads (lb)
Vert: 7=-1068(B) 8=-1068(B) 9=-1068(B)
10=-1068(B) 11=-1084(B) 12=-1084(B)
Job
304947-A
Truss
H1
Truss Type
Common
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:05:58 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-uNq3zKej8MBqX?m0YNb2SC1KIi7F9fAK2rlzqxz?nK7
Scale = 1:54.4
T1 T1
B1
W1
HW1 HW1
1
6
2
9
3
5 7 4 10 81112
2x4
4x4
6x6 6x6
6-0-0
6-0-0
12-0-0
6-0-0
6-0-0
6-0-0
12-0-0
6-0-0
0-
8
-
0
9-
8
-
0
0-
8
-
0
18.00 12
Plate Offsets (X,Y)-- [1:0-0-10,0-0-14], [1:0-3-10,0-1-13], [1:Edge,0-2-12], [3:0-0-10,0-0-14], [3:0-3-10,0-1-13], [3:Edge,0-2-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.56
0.53
0.13
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.11
-0.14
0.03
(loc)
4-7
4-7
1
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 48 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2
WEDGE
Left: 2x6 SPF 1650F 1.5E,
Right: 2x6 SPF 1650F 1.5E
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 5-8-3 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
1 = 624/0-5-8 (min. 0-1-8)
3 = 624/0-5-8 (min. 0-1-8)
Max Horz
1 = 194(LC 7)
Max Uplift
1 = -47(LC 9)
3 = -47(LC 8)
Max Grav
1 = 671(LC 16)
3 = 671(LC 15)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-6=-327/115, 2-6=-680/131,
2-9=-679/131, 3-9=-330/120
BOT CHORD
5-7=-196/323, 7-11=-42/326,
4-11=-42/326, 4-12=-42/326,
10-12=-42/326
WEBS
2-4=-28/397, 1-5=-329/3, 6-7=-523/558,
5-6=-290/37, 3-8=-334/10,
9-10=-517/553, 8-9=-281/25
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=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4) * This truss 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.
5) 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
Job
304947-A
Truss
H2
Truss Type
COMMON SUPPORTED GAB
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:00 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-qlxqO?fzfzRXmIwOfodWXd7nwWwhdXZdV8E4upz?nK5
Scale = 1:49.7
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
1
2
3
4
5
6
7
8
9
16 15 14 13 12 11 103x4
4x4
3x4
12-0-0
12-0-0
6-0-0
6-0-0
12-0-0
6-0-0
0-
1
-
1
1
9-
1
-
1
1
0-
1
-
1
1
18.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
3-2-3
1.15
1.15
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.10
0.08
0.27
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.01
(loc)
-
-
9
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 67 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF Stud *Except*
ST4: 2x3 SPF No.2
BRACING-
TOP CHORD
2-0-0 oc purlins (6-0-0 max.)
(Switched from sheeted: Spacing > 2-0-0).
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 5-13
REACTIONS. All bearings 12-0-0.
(lb) - Max Horz
1=-300(LC 4)
Max Uplift
All uplift 100 lb or less at
joint(s) except 1=-172(LC 6),
9=-142(LC 7), 14=-143(LC 8),
15=-160(LC 8), 16=-225(LC 8),
12=-139(LC 9), 11=-161(LC 9),
10=-225(LC 9)
Max Grav
All reactions 250 lb or less at
joint(s) 13, 15, 11 except 1=371(LC
8), 9=353(LC 9), 14=258(LC 15),
16=350(LC 15), 12=253(LC 16),
10=350(LC 16)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-456/288, 2-3=-251/182,
8-9=-435/252
BOT CHORD
1-16=-158/298, 15-16=-158/299,
14-15=-158/299, 13-14=-158/299,
12-13=-158/299, 11-12=-157/299,
10-11=-157/298, 9-10=-156/297
WEBS
2-16=-272/241, 8-10=-272/241
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=1.60
3) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise
indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
8) * 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.
9) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 172
lb uplift at joint 1, 142 lb uplift at joint 9, 143 lb uplift
at joint 14, 160 lb uplift at joint 15, 225 lb uplift at
joint 16, 139 lb uplift at joint 12, 161 lb uplift at joint
11 and 225 lb uplift at joint 10.
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
Job
304947-A
Truss
H3
Truss Type
Common Girder
Qty
1
Ply
2
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:02 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-m83aohhDBahF?c4nnDg_c2CvpJVs5MGvzSjAziz?nK3
Scale = 1:56.8
T1 T1
B1
W1
1
6
2
9
3
5 7 4 1081112 13 14 1516
6x6 6x6 4x8
4x6
HUS26 HUS26
HUS26
HUS26 HUS26
2-0-0
2-0-0
6-0-0
4-0-0
10-0-0
4-0-0
12-0-0
2-0-0
6-0-0
6-0-0
12-0-0
6-0-0
0-
8
-
0
9-
8
-
0
0-
8
-
0
18.00 12
Plate Offsets (X,Y)-- [1:0-0-0,0-0-10], [2:0-2-8,0-2-0], [3:0-0-0,0-0-10], [4:0-4-12,0-2-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.97
0.55
0.64
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.09
-0.16
0.01
(loc)
4-7
4-7
1
l/defl
>999
>916
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 127 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SP 2700F 2.2E
WEBS 2x4 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)
1 = 4204/0-5-8 (min. 0-3-5)
3 = 4194/0-5-8 (min. 0-3-5)
Max Horz
1 = -194(LC 4)
Max Uplift
1 = -283(LC 9)
3 = -231(LC 8)
Max Grav
1 = 4204(LC 1)
3 = 4194(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-6=-2174/544, 2-6=-3620/298,
2-9=-3621/299, 3-9=-2171/528
BOT CHORD
5-7=-406/695, 7-11=-135/1902,
11-12=-135/1902, 12-13=-135/1902,
4-13=-135/1902, 4-14=-135/1902,
14-15=-135/1902, 15-16=-135/1902,
10-16=-135/1902, 8-10=-304/584
WEBS
2-4=-317/5193, 1-5=-1957/510,
6-7=-1172/1234, 5-6=-1219/100,
1-7=-99/733, 3-8=-1953/489,
9-10=-1152/1226, 8-9=-1219/94,
3-10=-106/732
NOTES-
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.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-7-0 oc.
Webs connected as follows: 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 to distribute 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=1.60
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 other members, with BCDL =
10.0psf.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 283
lb uplift at joint 1 and 231 lb uplift at joint 3.
8) Use Simpson Strong-Tie HUS26 (14-10d 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 10-0-0 to connect truss(es) A2 (1 ply 2x4
SPF), A1 (1 ply 2x4 SPF), A4 (1 ply 2x4 SPF) to
back face of bottom chord.
9) Fill all nail holes where hanger is in contact with
lumber.
LOAD CASE(S)
Standard
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-84, 2-3=-84, 5-8=-20
Concentrated Loads (lb)
Vert: 4=-1427(B) 11=-1442(B) 13=-1427(B)
14=-1427(B) 16=-1427(B)
Job
304947-A
Truss
J1
Truss Type
JACK-OPEN
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:04 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-iXBKDNjUjCxzFwE9ueiShTHUn7IyZPjCQmCH1az?nK1
Scale = 1:19.4
T1
B1
HW1
1
5
4
6
2
3
3x4
1-11-4
1-11-4
1-11-4
1-11-4
0-
8
-
0
3-
6
-
1
4
18.00 12
Plate Offsets (X,Y)-- [1:0-0-14,0-0-10], [1:0-1-13,0-3-10]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.05
0.06
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.00
(loc)
6
6
2
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 7 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEDGE
Left: 2x6 SPF 1650F 1.5E
BRACING-
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 during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
2 = 64/Mechanical
3 = 36/Mechanical
1 = 100/0-5-8 (min. 0-1-8)
Max Horz
1 = 87(LC 8)
Max Uplift
2 = -68(LC 8)
3 = -18(LC 8)
Max Grav
2 = 76(LC 15)
3 = 42(LC 15)
1 = 109(LC 17)
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=1.60
2) 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 other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 68 lb
uplift at joint 2 and 18 lb uplift at joint 3.
LOAD CASE(S)
Standard
Job
304947-A
Truss
K1
Truss Type
Common
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:05 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-BjljRjj6UV3qs3pMSLDhEhqaxXdEIrEMfQxrZ1z?nK0
Scale = 1:36.3
T1 T1
B1
W1
1
2
3
43x4
4x4
3x4
2x3
4-0-0
4-0-0
8-0-0
4-0-0
4-0-0
4-0-0
8-0-0
4-0-0
0-
0
-
1
0
6-
0
-
1
0
0-
0
-
1
0
18.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.34
0.12
0.11
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 29 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
1 = 284/8-0-0 (min. 0-1-8)
3 = 284/8-0-0 (min. 0-1-8)
4 = 215/8-0-0 (min. 0-1-8)
Max Horz
1 = 122(LC 5)
Max Uplift
1 = -54(LC 9)
3 = -48(LC 8)
Max Grav
1 = 284(LC 1)
3 = 284(LC 1)
4 = 215(LC 1)
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=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss 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.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 54 lb
uplift at joint 1 and 48 lb uplift at joint 3.
LOAD CASE(S)
Standard
Job
304947-A
Truss
L1
Truss Type
Flat Girder
Qty
1
Ply
2
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:08 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-bIQr3km_nQSPjXXx7UmOsJS6LkaSV5CoLOAV9Mz?nJz
Scale = 1:22.7
W1
T1
W1
B1
W2 W1 W2
1 2 3
6
5
4
7 8 9 10
3x4 3x4
8x10
4x6 2x3 4x6
HUS26 HUS26 HUS26 HUS26
HUS26 HUS26 HUS26 HUS26
2-0-0
2-0-0
4-0-0
2-0-0
5-0-0
1-0-0
6-0-0
1-0-0
8-0-0
2-0-0
10-0-0
2-0-0
0-1-12
0-1-12
5-0-0
4-10-4
10-0-0
5-0-0
4-
2
-
4
Mark this chord UP
Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [3:0-3-0,0-1-12], [5:0-5-0,0-4-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.27
0.41
0.48
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.06
-0.10
-0.00
(loc)
5-6
5-6
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 119 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SP 2700F 2.2E
WEBS 2x4 SPF No.2
BRACING-
TOP CHORD
2-0-0 oc purlins (6-0-0 max.): 1-3, except end
verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)
6 = 3829/0-3-8 (min. 0-3-0)
4 = 3511/0-5-8 (min. 0-2-12)
Max Horz
6 = -108(LC 4)
Max Uplift
6 = -355(LC 4)
4 = -342(LC 5)
Max Grav
6 = 3829(LC 1)
4 = 3511(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-6=-2734/287, 1-2=-3148/288,
2-3=-3148/288, 3-4=-2612/282
WEBS
1-5=-383/3908, 2-5=-432/137,
3-5=-384/3919
NOTES-
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.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-7-0 oc.
Webs connected as follows: 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 to distribute 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=1.60
4) Provide adequate drainage to prevent water
ponding.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
6) * 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.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 355
lb uplift at joint 6 and 342 lb uplift at joint 4.
8) Graphical purlin representation does not depict
the size or the orientation of the purlin along the top
and/or bottom chord.
9) Use Simpson Strong-Tie HUS26 (14-10d 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 8-0-0 to connect truss(es) A8 (1 ply 2x4
SPF), B1 (1 ply 2x4 SPF) to front face of bottom
chord.
10) Use Simpson Strong-Tie HUS26 (14-10d 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 8-0-0 to connect truss(es) M1 (1 ply 2x4
SPF) to back face of bottom chord.
11) Fill all nail holes where hanger is in contact with
lumber.
12) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 128 lb down and 12 lb up at 0-1-12 on top
chord. The design/selection of such connection
device(s) is the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Standard
Vert: 1-3=-84, 4-6=-20
Concentrated Loads (lb)
Vert: 1=-128 7=-1782(F=-1376, B=-405)
8=-1474(F=-1068, B=-405) 9=-1474(F=-1068,
B=-405) 10=-1474(F=-1068, B=-405)
Job
304947-A
Truss
M1
Truss Type
Roof Special
Qty
4
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:10 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-XgYcUQnFJ2i7zrhJFupsxkXPGYEIz6C5oifbEEz?nJx
Scale = 1:22.9
T1 W1
B11
2 6
3
5
7
4
2x4
2x4
4x6
8-6-0
8-6-0
-1-6-0
1-6-0
8-6-0
8-6-0
0-
7
-
1
2
4-
2
-
4
5.00 12
Plate Offsets (X,Y)-- [2:0-0-0,0-0-10]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.50
0.51
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.15
-0.40
0.03
(loc)
4-7
4-7
2
l/defl
>688
>251
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 32 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
4 = 425/Mechanical
2 = 574/0-5-8 (min. 0-1-8)
Max Horz
2 = 128(LC 7)
Max Uplift
4 = -52(LC 8)
2 = -57(LC 8)
Max Grav
4 = 425(LC 1)
2 = 574(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
3-4=-342/85
WEBS
2-5=-401/0, 6-7=-9/610
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=1.60
2) 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 other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 52 lb
uplift at joint 4 and 57 lb uplift at joint 2.
LOAD CASE(S)
Standard
Job
304947-A
Truss
M2
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:11 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-?t6_hmot4Lq_a_GVocK5Ty4d5xhAiZnE1MO9mgz?nJw
Scale = 1:22.6
T1 W1
B1
ST5
ST4
ST3
ST2
ST1
1
2
3
4
5
6
7
8
14 13 12 11 10 9
2x4
2x4 4x4
-1-6-0
1-6-0
8-6-0
8-6-0
0-
7
-
1
2
4-
2
-
4
5.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.23
0.02
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
-0.00
(loc)
1
1
9
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 39 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x6 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 8-6-0.
(lb) - Max Horz
2= 127(LC 5)
Max Uplift
All uplift 100 lb or less at
joint(s) 9, 2, 10, 11, 12, 13, 14
Max Grav
All reactions 250 lb or less at
joint(s) 9, 10, 11, 12, 13, 14
except 2=269(LC 1)
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=1.60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as
per ANSI/TPI 1.
3) 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 other members.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 9, 2, 10, 11, 12, 13, 14.
9) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 2.
LOAD CASE(S)
Standard
Job
304947-A
Truss
MA1
Truss Type
Monopitch
Qty
12
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:13 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-yFEk6Sp7cz4hqIQuw1MZZN9zGlMDATxXVgtGrZz?nJu
Scale = 1:10.6
T1
W1
B1
HW11
2
7
3
4
6
8 5
9
2x4
3x8
4x4
2x4
2-4-0
2-4-0
-1-0-0
1-0-0
2-4-0
2-4-0
0-
1
0
-
4
1-
8
-
1
2
4.50 12
Plate Offsets (X,Y)-- [2:0-5-12,0-0-5], [4:0-2-11,0-0-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.26
0.11
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
0.00
(loc)
8
8
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 10 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud
SLIDER
Left 2x6 SPF 1650F 1.5E 1-6-0
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 2-4-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
5 = 316/Mechanical
4 = -0/Mechanical
Max Horz
5 = -351(LC 1)
4 = 351(LC 1)
Max Uplift
5 = -80(LC 4)
Max Grav
5 = 316(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
3-4=-101/416, 4-5=-263/67
BOT CHORD
6-8=-351/117, 5-8=-351/117
WEBS
6-9=-106/331, 3-9=-118/415
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=1.60
2) 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 other members.
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.
6) Gap between inside of top chord bearing and
first diagonal or vertical web shall not exceed
0.500in.
LOAD CASE(S)
Standard
Job
304947-A
Truss
MA2
Truss Type
Monopitch
Qty
6
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:15 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-ueLUX8rN7aKP3caH1SP1eoFL9Z3IeN5qy_MMvSz?nJs
Scale = 1:17.5
T1 W3
B1
W1
W21
2
3
5 4
2x4
3x4
4x4
3x4
1-3-8
1-3-8
-0-6-0
0-6-0
1-3-8
1-3-8
2-
1
1
-
1
4
0-
5
-
1
2
3-
2
-
0
2-
5
-
9
18.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-1-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.10
0.01
0.02
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
-0.00
0.00
(loc)
5
5
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 9 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 1-3-8 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
4 = 163/Mechanical
3 = 0/Mechanical
Max Horz
4 = -73(LC 15)
3 = 67(LC 16)
Max Uplift
4 = -21(LC 8)
Max Grav
4 = 163(LC 1)
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=1.60
2) 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 other members.
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.
6) Gap between inside of top chord bearing and
first diagonal or vertical web shall not exceed
0.500in.
LOAD CASE(S)
Standard
Job
304947-A
Truss
N1
Truss Type
GABLE
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:17 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-q1TFyptefBa7Iwjf9tRVjDKfeMjL6GK7PIrT_Kz?nJq
Scale = 1:14.8
T1
W1
B1
ST11
2
3
5 4
3x4
2x4
2x4 2x3
2x3
6-1-12
6-1-12
0-
0
-
8
2-
7
-
4
5.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.23
0.10
0.10
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 16 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
1 = -19/6-1-12 (min. 0-1-8)
4 = 164/6-1-12 (min. 0-1-8)
5 = 418/6-1-12 (min. 0-1-8)
Max Horz
1 = 73(LC 5)
Max Uplift
1 = -19(LC 1)
4 = -17(LC 8)
5 = -61(LC 8)
Max Grav
1 = 25(LC 5)
4 = 164(LC 1)
5 = 418(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS
2-5=-338/109
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=1.60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as
per ANSI/TPI 1.
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 4-0-0 oc.
5) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
6) * 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.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 1, 4, 5.
LOAD CASE(S)
Standard
Job
304947-A
Truss
P1
Truss Type
Piggyback
Qty
9
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:19 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-mPb?NVuuBpqrYDt2GHTzoeP13AQjaBzQtcKa2Dz?nJo
Scale: 1/2"=1'
T1 T1
B1
ST1
1
2
3
4
5
6
4x4
3x4 3x4 2x3
0-5-7
0-5-7
4-10-9
4-5-3
5-4-0
0-5-7
2-8-0
2-8-0
5-4-0
2-8-0
0-
6
-
9
4-
0
-
0
0-
1
-
9
0-
6
-
9
0-
1
-
9
18.00 12
Plate Offsets (X,Y)-- [2:0-2-15,0-1-8], [4:0-2-15,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.11
0.04
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
5
5
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 19 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 5-4-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
2 = 172/4-5-3 (min. 0-1-8)
4 = 172/4-5-3 (min. 0-1-8)
6 = 125/4-5-3 (min. 0-1-8)
Max Horz
2 = -81(LC 4)
Max Uplift
2 = -35(LC 9)
4 = -31(LC 8)
Max Grav
2 = 172(LC 1)
4 = 172(LC 1)
6 = 125(LC 1)
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=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss 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.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 2, 4.
7) See Standard Industry Piggyback Truss
Connection Detail for Connection to base truss as
applicable, or consult qualified building designer.
LOAD CASE(S)
Standard
Job
304947-A
Truss
P2
Truss Type
GABLE
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:21 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-jojmoBw8jQ4ZnX1QOiVRt3UOqz6f256iKwph75z?nJm
Scale = 1:18.0
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
6
7
10 9 8
4x4
3x4 3x4 2x3
2x3
2x3
2x3
2x3
0-5-7
0-5-7
4-2-3
3-8-12
4-7-9
0-5-7
2-3-13
2-3-13
4-7-9
2-3-13
0-
6
-
9
3-
5
-
1
1
0-
1
-
9
0-
6
-
9
0-
1
-
9
18.00 12
Plate Offsets (X,Y)-- [2:0-2-15,0-1-8], [6:0-2-15,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.03
0.01
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
6
6
6
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 17 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 4-7-9 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 3-8-12.
(lb) - Max Horz
2= -69(LC 4)
Max Uplift
All uplift 100 lb or less at
joint(s) 2, 6 except 10=-107(LC 8),
8=-107(LC 9)
Max Grav
All reactions 250 lb or less at
joint(s) 2, 6, 9, 10, 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=1.60
3) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as
per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
7) * 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.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 2, 6 except (jt=lb) 10=107, 8=107.
9) See Standard Industry Piggyback Truss
Connection Detail for Connection to base truss as
applicable, or consult qualified building designer.
LOAD CASE(S)
Standard
Job
304947-A
Truss
P3
Truss Type
GABLE
Qty
12
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:22 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-B_H8?XwmUkCQPhcdyQ1gQG1ZbNSqnYUsZZZEfYz?nJl
Scale = 1:26.5
T1 T1
B1
ST3
ST2
ST1
ST2
ST1
1
2
3
4
5
6
7
8
9
14 13 12 11 10
4x4
3x4 3x4
0-6-3
0-6-3
7-5-14
6-11-12
8-0-1
0-6-3
4-0-0
4-0-0
8-0-1
4-0-0
0-
5
-
1
0
4-
8
-
1
0-
1
-
9
0-
5
-
1
0
0-
1
-
9
14.00 12
Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [8:0-2-10,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.02
0.02
0.04
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
8
8
8
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 30 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 6-11-12.
(lb) - Max Horz
2= -90(LC 6)
Max Uplift
All uplift 100 lb or less at
joint(s) 2, 8, 13, 14, 11, 10
Max Grav
All reactions 250 lb or less at
joint(s) 2, 8, 12, 13, 14, 11, 10
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
NOTES-
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=1.60
3) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as
per ANSI/TPI 1.
4) All plates are 2x3 MT20 unless otherwise
indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
8) * 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.
9) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 2, 8, 13, 14, 11, 10.
10) See Standard Industry Piggyback Truss
Connection Detail for Connection to base truss as
applicable, or consult qualified building designer.
LOAD CASE(S)
Standard
Job
304947-A
Truss
P4
Truss Type
GABLE
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:24 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-7NOuQDy10LT8e_m?3r38Vh6vsB7EFSr90t2LjQz?nJj
Scale = 1:24.5
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
6
7
10 9 8
4x4
3x4 3x4 2x3 2x3
2x3
2x3
2x3
0-6-3
0-6-3
6-7-13
6-1-10
7-2-0
0-6-3
3-7-0
3-7-0
7-2-0
3-7-0
0-
5
-
1
0
4-
2
-
3
0-
1
-
9
0-
5
-
1
0
0-
1
-
9
14.00 12
Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [6:0-2-10,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.04
0.02
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
6
7
6
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 25 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 6-1-10.
(lb) - Max Horz
2= -80(LC 6)
Max Uplift
All uplift 100 lb or less at
joint(s) 2, 6, 10, 8
Max Grav
All reactions 250 lb or less at
joint(s) 2, 6, 9, 10, 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=1.60
3) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as
per ANSI/TPI 1.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) * 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.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 2, 6, 10, 8.
9) See Standard Industry Piggyback Truss
Connection Detail for Connection to base truss as
applicable, or consult qualified building designer.
LOAD CASE(S)
Standard
Job
304947-A
Truss
R1
Truss Type
Piggyback Base
Qty
4
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:26 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-3lWfru_HYyjrtIvOBF5ca6C2c_fqjCsSUBXSoJz?nJh
Scale = 1:58.8
T1
T2
T3
T4
B1
W3
W4
W5
W6
W5
W1
W2 W8
B1 W7
1
2
3
4 5
6
71312 11 10 9 814
4x6
6x6 5x8
3x4 3x6 3x6 3x4 3x8
4x8
3x4
4x8
7-1-2
7-1-2
12-2-0
5-0-14
20-2-1
8-0-1
28-0-0
7-9-15
-2-0-0
2-0-0
7-1-2
7-1-2
12-2-0
5-0-14
20-2-1
8-0-1
25-0-0
4-9-15
27-6-8
2-6-8
28-0-0
0-5-8
30-0-0
2-0-0
1-
9
-
8
4-
1
-
1
4
10
-
0
-
1
4
0-
1
1
-
4
10
-
0
-
1
4
4.00 12
14.00 12
Plate Offsets (X,Y)-- [2:0-3-8,0-1-4], [4:0-2-11,Edge], [5:0-2-11,Edge], [6:0-2-0,0-1-12], [11:0-1-12,0-1-8], [12:0-2-0,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.86
0.65
0.60
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.17
-0.32
0.04
(loc)
9-11
9-11
8
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 131 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
T3: 2x4 SPF 2100F 1.8E
T4: 2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF No.2 *Except*
W3,W4: 2x3 SPF Stud
W6: 2x4 SPF No.2
W1,W8: 2x6 SPF 1650F 1.5E
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals, and 2-0-0 oc purlins
(4-6-8 max.): 4-5.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 3-11, 4-9
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
13 = 1619/0-5-8 (min. 0-2-9)
8 = 1619/0-5-8 (min. 0-2-9)
Max Horz
13 = 244(LC 7)
Max Uplift
13 = -110(LC 4)
8 = -61(LC 9)
Max Grav
13 = 1619(LC 1)
8 = 1619(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-2097/67, 3-4=-1668/95,
4-5=-828/129, 5-6=-1534/71,
2-13=-1546/148, 6-8=-1549/104
BOT CHORD
12-13=-198/284, 11-12=-91/1895,
10-11=-66/998, 10-14=-66/998,
9-14=-66/998, 8-9=-253/417
WEBS
3-12=-284/73, 3-11=-1130/162,
WEBS
3-12=-284/73, 3-11=-1130/162,
4-11=-23/833, 4-9=-377/95, 5-9=0/429,
2-12=0/1732, 6-9=-184/635
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=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
5) * This truss 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.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 8 except (jt=lb) 13=110.
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)
Standard
Job
304947-A
Truss
R2
Truss Type
Piggyback Base
Qty
7
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:28 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-?8ePGa?X3azZ7c3nIg74fXHLIoKwB66kxV0YsBz?nJf
Scale = 1:58.8
T1
T2
T3
T4
B1
W3
W4
W5
W1
W2 W10
W6
W5
B1
W8
W9
W7
1
2
3
4 5
6
7
81514 13 12 11 10 916
4x6
6x6 4x6
3x6 3x4 3x6 3x4 3x4
4x8 4x6
3x4
3x4 3x8
7-1-2
7-1-2
12-2-0
5-0-14
20-2-1
8-0-1
23-11-0
3-8-15
28-0-0
4-1-0
-2-0-0
2-0-0
7-1-2
7-1-2
12-2-0
5-0-14
20-2-1
8-0-1
23-11-0
3-8-15
28-0-0
4-1-0
30-0-0
2-0-0
1-
9
-
8
4-
1
-
1
4
10
-
0
-
1
4
0-
1
1
-
4
10
-
0
-
1
4
4.00 12
14.00 12
Plate Offsets (X,Y)-- [2:0-3-8,0-1-4], [4:0-2-11,Edge], [5:0-3-2,0-2-0], [6:0-1-8,0-1-8], [7:0-3-4,0-0-8], [10:0-1-12,0-1-8], [13:0-1-12,0-1-8], [14:0-2-0,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.97
0.74
0.61
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.17
-0.35
0.04
(loc)
11-13
11-13
9
l/defl
>999
>934
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 137 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2 *Except*
T3: 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud *Except*
W5,W2: 2x3 SPF No.2
W1,W10: 2x6 SPF 1650F 1.5E
W6: 2x4 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied, except
end verticals, and 2-0-0 oc purlins (4-4-5 max.): 4-5.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 9-10.
WEBS
1 Row at midpt 3-13, 4-11
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
9 = 1791/0-5-8 (min. 0-2-13)
15 = 1647/0-5-8 (min. 0-2-9)
Max Horz
15 = 244(LC 7)
Max Uplift
9 = -77(LC 9)
15 = -112(LC 4)
Max Grav
9 = 1791(LC 1)
15 = 1647(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-2148/73, 3-4=-1722/99,
4-5=-874/129, 5-6=-1438/119,
6-7=-1655/62, 2-15=-1573/151,
7-9=-1738/101
BOT CHORD
14-15=-198/285, 13-14=-96/1944,
12-13=-68/1034, 12-16=-68/1034,
11-16=-68/1034, 10-11=0/983
BOT CHORD
14-15=-198/285, 13-14=-96/1944,
12-13=-68/1034, 12-16=-68/1034,
11-16=-68/1034, 10-11=0/983
WEBS
3-14=-298/72, 3-13=-1146/165,
4-13=-19/846, 2-14=0/1780,
4-11=-344/80, 5-11=-34/528,
7-10=-18/1009
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=1.60
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
5) * This truss 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.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 9 except (jt=lb) 15=112.
7) Graphical purlin representation does not depict
the size or the orientation of the purlin along the top
and/or bottom chord.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
200 lb down and 19 lb up at 23-11-0 on top chord.
The design/selection of such connection device(s)
is the responsibility of others.
LOAD CASE(S)
Standard
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-84, 2-3=-84, 3-4=-84, 4-5=-84, 5-7=-84
, 7-8=-84, 9-15=-20
Concentrated Loads (lb)
Vert: 6=-200
Job
304947-A
Truss
R3
Truss Type
GABLE
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:31 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-QjJYuc1QMVL8_3oLzphnHAvxR?V6OY?BdTEDTWz?nJc
Scale = 1:63.0
W1
T2
T3
T4
T5
B1
ST1 ST2 ST3 ST4 ST5
ST6
ST7
ST8
ST9 ST10
ST11 ST11 ST11
ST10 ST12
ST13
ST14
ST15
ST16T1
T6
B1
ST17
W3
W4 W4
HW2
W2
1
2
3 4 5 6 7 8 9 10
11
12
13
14 15 16 17 18 19 20
21
22
23
24
25
26
27
28
50 49 48 47 46 45 44 43 42 41 4039 38 37 36 35 34 33 32 31 30 29
54 51
52 53
55
56
57
2x4
5x8
3x6
3x6 3x6
5x8
3x6
3x4
3x6
2x4
2x4
2x4
3x4
5x12
2x4 2x4
6-
1
-
0
3-0-8
28-0-0
28-0-0
-2-0-0
2-0-0
7-1-2
7-1-2
12-7-0
5-5-14
14-7-1
2-0-1
17-7-9
3-0-8
17-8-4
0-0-11
19-9-0
2-0-12
28-0-0
8-3-0
30-0-0
2-0-0
1-
9
-
8
3-
1
0
-
3
10
-
3
-
1
0-
1
1
-
4
10
-
3
-
1
4.00 12
14.00 12
Plate Offsets (X,Y)-- [2:0-6-0,0-2-8], [3:0-4-15,0-1-4], [14:0-4-8,0-1-12], [19:0-4-8,0-1-12], [26:0-0-12,0-2-4], [27:0-3-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
3-2-0
1.15
1.15
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.66
0.07
0.28
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.04
0.01
0.02
(loc)
28
28
27
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 187 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud *Except*
W3: 2x4 SPF No.2
OTHERS 2x3 SPF Stud *Except*
ST8,ST9,ST10,ST12,ST13: 2x3 SPF
No.2
SLIDER
BRACING-
TOP CHORD
2-0-0 oc purlins (6-0-0 max.), except end verticals
(Switched from sheeted: Spacing > 2-0-0).
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 49-50.
WEBS
1 Row at midpt
13-41, 20-34
JOINTS
1 Brace at Jt(s): 2, 9, 14, 19, 51, 53, 54, 55
REACTIONS. All bearings 28-0-0.
(lb) - Max Horz
50= 364(LC 7)
Max Uplift
All uplift 100 lb or less at
joint(s) 48, 47, 46, 45, 44, 41, 40,
38, 36, 27, 29 except 50=-198(LC 4),
49=-236(LC 8), 43=-115(LC 8),
42=-124(LC 8), 33=-126(LC 9),
32=-109(LC 9), 31=-108(LC 9),
30=-102(LC 9)
Max Grav
All reactions 250 lb or less at
joint(s) 49, 48, 47, 46, 45, 44, 43,
42, 41, 40, 37, 35, 34, 33, 32, 31,
30, 29 except 50=612(LC 1),
38=307(LC 20), 36=307(LC 19),
27=610(LC 20)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-50=-594/207, 24-25=-264/182,
TOP CHORD
2-50=-594/207, 24-25=-264/182,
25-26=-276/168, 26-27=-355/188
BOT CHORD
49-50=-350/289, 48-49=-178/362,
47-48=-178/362, 46-47=-178/362,
45-46=-178/362, 44-45=-178/362,
43-44=-178/362, 42-43=-178/362,
41-42=-178/362, 40-41=-178/362,
39-40=-178/362, 38-39=-178/362,
37-38=-178/362, 36-37=-178/362,
35-36=-178/362, 34-35=-178/362,
33-34=-178/362, 32-33=-178/362,
31-32=-178/362, 30-31=-178/361,
29-30=-177/361, 27-29=-174/355
WEBS
38-51=-265/73, 36-53=-265/71,
16-56=-346/99, 17-57=-344/95,
2-49=-93/368
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=1.60
3) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water
ponding.
5) All plates are 2x3 MT20 unless otherwise
indicated.
6) The Fabrication Tolerance at joint 27 = 8%
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 1-4-0 oc.
9) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
10) * 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.
11) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 48, 47, 46, 45, 44, 41, 40, 38, 36,
27, 29 except (jt=lb) 50=198, 49=236, 43=115,
42=124, 33=126, 32=109, 31=108, 30=102.
12) 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
Job
304947-A
Truss
R4
Truss Type
Piggyback Base Girder
Qty
1
Ply
2
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:33 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-M6RIJI3gu6bsDNyk5EjFMb_Cxp41sIbT5njJYPz?nJa
Scale = 1:58.8
T1
T2
T3
T4
B2
W3
W6
W7
W2
W1 W9
W8B1
W5
W41
2
3
4 5
6
7131211 10 9 814 15
4x6
6x12 4x4
4x6 3x4 3x8 3x8
4x8
4x6
3x8
4x10
3-7-13
3-7-13
7-1-2
3-5-5
10-7-12
3-6-10
12-2-0
1-6-4
19-11-9
7-9-9
20-2-1
0-2-8
23-11-12
3-9-12
28-0-0
4-0-4
-2-0-0
2-0-0
3-7-13
3-7-13
7-1-2
3-5-5
12-2-0
5-0-14
20-2-1
8-0-1
23-11-12
3-9-12
28-0-0
4-0-4
30-0-0
2-0-0
1-
9
-
8
4-
1
-
1
4
10
-
0
-
1
4
0-
1
1
-
4
10
-
0
-
1
4
4.00 12
14.00 12
Plate Offsets (X,Y)-- [2:0-3-12,0-1-8], [4:0-2-11,Edge], [5:0-1-12,Edge], [6:0-2-12,0-1-8], [11:0-5-0,0-1-4], [12:0-2-0,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.98
0.55
0.92
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.36
0.04
(loc)
11-12
9-11
8
l/defl
>999
>930
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 275 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except*
B1: 2x6 SPF 1650F 1.5E
WEBS 2x3 SPF No.2 *Except*
W3,W4: 2x3 SPF Stud
W6: 2x4 SPF No.2
W1,W9: 2x6 SPF 1650F 1.5E
BRACING-
TOP CHORD
Structural wood sheathing directly applied, except
end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 4-9
REACTIONS.(lb/size)
8 = 2863/0-5-8 (min. 0-2-4)
13 = 3641/0-5-8 (min. 0-2-14)
Max Horz
13 = 243(LC 7)
Max Uplift
8 = -179(LC 9)
13 = -301(LC 4)
Max Grav
8 = 2863(LC 1)
13 = 3641(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-5894/429, 3-4=-5927/486,
4-5=-1822/222, 5-6=-3034/212,
2-13=-3478/335, 6-8=-2793/221
BOT CHORD
12-13=-213/505, 11-12=-435/5515,
11-14=-250/2979, 10-14=-251/2978,
10-15=-255/2979, 9-15=-255/2979,
8-9=-263/450
WEBS
3-12=-1154/122, 4-9=-1959/248,
5-9=-82/1544, 2-12=-320/5148,
6-9=-274/1544, 4-11=-445/5328,
3-11=-2527/318
WEBS
3-12=-1154/122, 4-9=-1959/248,
5-9=-82/1544, 2-12=-320/5148,
6-9=-274/1544, 4-11=-445/5328,
3-11=-2527/318
NOTES-
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, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x3 - 1 row at 0-9-0 oc
, Except member 4-11 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 to distribute 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=1.60
5) Provide adequate drainage to prevent water
ponding.
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) 8=179, 13=301.
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) 3265 lb down and 309 lb up at 10-7-12 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-84, 2-3=-84, 3-4=-84, 4-5=-84, 5-6=-84
, 6-7=-84, 8-13=-20
Concentrated Loads (lb)
Vert: 11=-3265(F)
Job
304947-A
Truss
S1
Truss Type
Monopitch
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:35 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-IUZ2kz5wQjraTh57CemjS04hZdrGKH_mY5CQcHz?nJY
Scale = 1:27.6
T1
W5
B1
W3 W4
W1
W2
1
2
3
4
7
6
5
2x4
2x4 3x4
3x4
3x4
3x4
5-1-13
5-1-13
10-5-8
5-3-11
-2-0-0
2-0-0
5-1-13
5-1-13
10-5-8
5-3-11
1-
9
-
8
5-
3
-
5
4.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-1-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.39
0.25
0.60
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.06
0.00
(loc)
5-6
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 43 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
7 = 728/0-5-8 (min. 0-1-8)
5 = 515/Mechanical
Max Horz
7 = 167(LC 5)
Max Uplift
7 = -109(LC 4)
5 = -63(LC 8)
Max Grav
7 = 728(LC 1)
5 = 515(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-569/41, 2-7=-684/134
BOT CHORD
5-6=-69/478
WEBS
3-5=-551/87, 2-6=-2/491
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=1.60
2) 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 other members.
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 except (jt=lb) 7=109.
LOAD CASE(S)
Standard
Job
304947-A
Truss
S2
Truss Type
Monopitch Supported Gable
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:36 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-mh7RxJ5YB1zR4qgJmMHy_Dctk0Dp3sCwnly_9kz?nJX
Scale = 1:25.0
W1
T1
W3
B1
ST7
ST6
ST5
ST4
ST3
ST2
ST1
W2
1
2
3
4
5
6
7
8
9
10
19 18 17 16 15 14 13 12 11
3x4
3x4
-2-0-0
2-0-0
10-5-8
10-5-8
1-
9
-
8
5-
3
-
5
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.37
0.04
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.01
-0.01
-0.00
(loc)
1
1
11
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 50 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 18-19.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 10-5-8.
(lb) - Max Horz
19= 167(LC 5)
Max Uplift
All uplift 100 lb or less at
joint(s) 19, 11, 12, 13, 14, 15, 16,
17 except 18=-159(LC 5)
Max Grav
All reactions 250 lb or less at
joint(s) 11, 12, 13, 14, 15, 16, 17,
18 except 19=417(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-19=-413/23
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=1.60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as
per ANSI/TPI 1.
3) All plates are 2x4 MT20 unless otherwise
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 other members.
9) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 19, 11, 12, 13, 14, 15, 16, 17
except (jt=lb) 18=159.
LOAD CASE(S)
Standard
Job
304947-A
Truss
S3
Truss Type
Monopitch
Qty
4
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:38 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-j3EBM?7pjeD8K8qiunJQ3ehDaqt1XndDE3R4Dcz?nJV
Scale = 1:19.1
T1
W3
B1
W1
W2
1
2
3
5
4
2x4
2x4
3x4
3x4
4-5-8
4-5-8
-1-0-0
1-0-0
4-5-8
4-5-8
2-
1
-
4
3-
7
-
1
3-
3
-
9
0-
3
-
8
3-
7
-
1
4.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.34
0.18
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.05
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 20 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud *Except*
W3: 2x4 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 4-5-8 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
5 = 324/0-5-8 (min. 0-1-8)
4 = 207/0-1-8 (min. 0-1-8)
Max Horz
5 = 104(LC 5)
Max Uplift
5 = -54(LC 4)
4 = -41(LC 5)
Max Grav
5 = 324(LC 1)
4 = 207(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-5=-282/79
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=1.60
2) 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 other members.
4) Bearing at joint(s) 4 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
5) Provide mechanical connection (by others) of
truss to bearing plate at joint(s) 4.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 5, 4.
LOAD CASE(S)
Standard
Job
304947-A
Truss
U1
Truss Type
Scissor
Qty
3
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:40 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-fSMxnh83FGUsZS_4?CLu93nS_eVU?dmViNwBIVz?nJT
Scale = 1:66.1
T1 T1
B1 B1
W3
W1
W2
W1
W2
1
2
3
4
5
8
7
6
3x4 3x4
4x6
6x6
6x12
6x6
8-0-0
8-0-0
16-0-0
8-0-0
-2-6-0
2-6-0
8-0-0
8-0-0
16-0-0
8-0-0
18-6-0
2-6-0
2-
2
-
1
4
11
-
6
-
1
4
2-
2
-
1
4
4-
4
-
1
3
14.00 12
7.00 12
Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [4:0-3-4,0-1-8], [6:0-1-12,0-1-8], [7:0-6-0,Edge], [8:0-1-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.80
0.44
0.31
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.14
-0.36
0.07
(loc)
7-8
7-8
6
l/defl
>999
>529
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 82 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W3: 2x3 SPF Stud, W2: 2x3 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 2-4-4 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 9-2-9 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
8 = 1039/0-5-8 (min. 0-1-10)
6 = 1039/0-5-8 (min. 0-1-10)
Max Horz
8 = -310(LC 6)
Max Uplift
8 = -59(LC 9)
6 = -59(LC 8)
Max Grav
8 = 1039(LC 1)
6 = 1039(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1001/0, 3-4=-1001/71,
2-8=-1026/201, 4-6=-1026/140
BOT CHORD
7-8=-360/478
WEBS
3-7=-4/632, 2-7=0/451, 4-7=-183/518
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=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4) * This truss 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.
5) Bearing at joint(s) 8, 6 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) 8, 6.
LOAD CASE(S)
Standard
Job
304947-A
Truss
U2
Truss Type
Scissor Structural
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:42 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-bqUiCNAJmtkaol8T7dOMEUsoaRFBTUro9hPIMNz?nJR
Scale = 1:61.3
T1 T1
B1 B1
W3
W1
W2
W1
W2
ST8
ST7ST5
ST6
ST3
ST4
ST1
ST2
ST8
ST7
ST5
ST6
ST3
ST4
ST1
ST2
1
2
3
4
5
14 13
12
11
10
9
8
7 6
6x6
6x6
5x10
6x6
3x4
3x4 3x4 3x4 3x4
3x4
8-0-0
8-0-0
16-0-0
8-0-0
-2-6-0
2-6-0
8-0-0
8-0-0
16-0-0
8-0-0
18-6-0
2-6-0
2-
2
-
1
4
11
-
6
-
1
4
2-
2
-
1
4
4-
4
-
1
3
14.00 12
7.00 12
Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [4:0-3-4,0-1-8], [19:0-0-15,0-1-0], [21:0-0-15,0-1-0], [23:0-0-15,0-1-0], [30:0-0-15,0-1-0], [32:0-0-15,0-1-0], [34:0-0-15,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.79
0.10
0.47
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.01
(loc)
10-11
10-11
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 114 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF 1650F 1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W3: 2x3 SPF Stud, W2: 2x3 SPF No.2
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing,
Except:
9-11-14 oc bracing: 11-12
10-0-0 oc bracing: 8-9.
WEBS
1 Row at midpt 2-10, 4-10
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 16-0-0.
(lb) - Max Horz
14=-310(LC 6)
Max Uplift
All uplift 100 lb or less at
joint(s) 10, 12, 13, 8, 7 except
14=-223(LC 9), 6=-229(LC 9)
Max Grav
All reactions 250 lb or less at
joint(s) 11, 12, 13, 9, 8, 7 except
14=684(LC 1), 6=684(LC 1), 6=684(LC
1), 10=582(LC 15)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-433/150, 3-4=-433/150,
2-14=-700/267, 4-6=-700/268
BOT CHORD
13-14=-358/413, 12-13=-359/413,
11-12=-350/427, 10-11=-370/428
WEBS
3-10=-357/0, 2-10=-199/287,
4-10=-202/288
WEBS
3-10=-357/0, 2-10=-199/287,
4-10=-202/288
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=1.60
3) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as per ANSI/TPI 1.
4) All plates are 2x4 MT20 unless otherwise
indicated.
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
7) * 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.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 10, 12, 13, 8, 7 except (jt=lb)
14=223, 6=229.
LOAD CASE(S)
Standard
Job
304947-A
Truss
U3
Truss Type
Scissor
Qty
4
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:44 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-XDcSd2CaIU_I23IrE1QqJvx70FrNxJc5d?uPRGz?nJP
Scale = 1:66.1
T1
T2
B1 B1
W3
W1
W2
W6
W4
W5
1
2
3
4
5
8
7
6
4x4
2x4
3x4
6x6
6x8
3x4
3x4
8-0-0
8-0-0
16-0-0
8-0-0
-2-6-0
2-6-0
8-0-0
8-0-0
14-0-0
6-0-0
16-0-0
2-0-0
2-
2
-
1
4
11
-
6
-
1
4
2-
2
-
1
4
4-
4
-
1
3
14.00 12
7.00 12
Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [3:0-2-0,0-1-12], [4:0-1-8,0-1-8], [7:0-3-12,0-3-8], [8:0-1-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.79
0.50
0.70
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.40
0.09
(loc)
6-7
6-7
6
l/defl
>999
>470
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 78 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF 1650F 1.5E *Except*
T2: 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud *Except*
W1: 2x4 SPF No.2, W2: 2x3 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 9-8-9 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
8 = 1060/0-5-8 (min. 0-1-11)
6 = 800/0-5-8 (min. 0-1-8)
Max Horz
8 = 260(LC 5)
Max Uplift
8 = -61(LC 9)
6 = -49(LC 8)
Max Grav
8 = 1060(LC 1)
6 = 800(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-1036/42, 3-4=-949/126,
2-8=-1051/241
BOT CHORD
7-8=-344/413, 6-7=-79/560
WEBS
3-7=0/636, 2-7=0/435, 4-7=-117/264,
4-6=-1066/157
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 exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4) * This truss 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.
5) Bearing at joint(s) 8, 6 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) 8, 6.
LOAD CASE(S)
Standard
Job
304947-A
Truss
V1
Truss Type
Valley
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:45 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-0P9qqOCC3o69fDs2olx3s7UQDfHjgwIFrfdyziz?nJO
Scale = 1:35.3
T1 T1
B1
ST1
1
2
3
43x4
4x4
3x4
2x3
0-0-3
0-0-3
7-9-14
7-9-11
3-10-15
3-10-15
7-9-14
3-10-15
0-
0
-
4
5-
1
0
-
7
0-
0
-
4
18.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.32
0.11
0.10
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 28 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
1 = 274/7-9-9 (min. 0-1-8)
3 = 274/7-9-9 (min. 0-1-8)
4 = 208/7-9-9 (min. 0-1-8)
Max Horz
1 = -118(LC 4)
Max Uplift
1 = -52(LC 9)
3 = -46(LC 8)
Max Grav
1 = 274(LC 1)
3 = 274(LC 1)
4 = 208(LC 1)
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=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss 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.
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
Job
304947-A
Truss
V2
Truss Type
Valley
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:47 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-yoHbF4ESbPMtvX0QvAzXxYZpCS_L8rzXJy631bz?nJM
Scale = 1:18.8
T1 T1
B1
ST1
1
2
3
4
3x4
4x4
3x4 2x3
0-0-3
0-0-3
4-8-8
4-8-5
2-4-4
2-4-4
4-8-8
2-4-4
0-
0
-
4
3-
6
-
6
0-
0
-
4
18.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.09
0.04
0.03
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 16 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 4-8-8 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
1 = 157/4-8-2 (min. 0-1-8)
3 = 157/4-8-2 (min. 0-1-8)
4 = 119/4-8-2 (min. 0-1-8)
Max Horz
1 = 67(LC 5)
Max Uplift
1 = -30(LC 9)
3 = -26(LC 8)
Max Grav
1 = 157(LC 1)
3 = 157(LC 1)
4 = 119(LC 1)
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=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss 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.
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
Job
304947-A
Truss
V3
Truss Type
Valley
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:49 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-uBPLgmFi71ca8qAp1b0?0zfA4GfFclsqmGbA6Tz?nJK
Scale = 1:8.1
T1 T1
B1
1
2
3
3x4
3x6
3x4
0-0-3
0-0-3
1-7-2
1-7-0
0-9-9
0-9-9
1-7-2
0-9-9
0-
0
-
4
1-
2
-
6
0-
0
-
4
18.00 12
Plate Offsets (X,Y)-- [2:Edge,0-1-13]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.01
0.01
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 4 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 1-7-2 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
1 = 55/1-6-13 (min. 0-1-8)
3 = 55/1-6-13 (min. 0-1-8)
Max Horz
1 = 17(LC 5)
Max Uplift
1 = -4(LC 9)
3 = -4(LC 8)
Max Grav
1 = 55(LC 1)
3 = 55(LC 1)
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=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss 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.
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
Job
304947-A
Truss
V4
Truss Type
Valley
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:51 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-qZX65RHzfesIN8KB802T5OkT93JQ4d27Ea4GAMz?nJI
Scale = 1:54.3
T1 T1
B1
ST2
ST1 ST1
1
2
3
4
5
8 7 69103x4
4x4
3x4
2x4 2x4
2x4
2x4
2x4
0-0-3
0-0-3
12-8-1
12-7-15
6-4-1
6-4-1
12-8-1
6-4-1
0-
0
-
4
9-
6
-
1
0-
0
-
4
18.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.22
0.16
0.15
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 51 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF Stud *Except*
ST2: 2x3 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 3-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 12-7-12.
(lb) - Max Horz
1=-197(LC 4)
Max Uplift
All uplift 100 lb or less at
joint(s) except 1=-125(LC 6),
5=-107(LC 7), 8=-299(LC 8),
6=-299(LC 9)
Max Grav
All reactions 250 lb or less at
joint(s) 1, 5 except 7=344(LC 18),
8=495(LC 15), 6=494(LC 16)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-280/196, 2-3=-262/114,
3-4=-262/101, 4-5=-267/174
WEBS
2-8=-378/340, 4-6=-378/340
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=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
5) * This truss 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.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 125
lb uplift at joint 1, 107 lb uplift at joint 5, 299 lb uplift
at joint 8 and 299 lb uplift at joint 6.
LOAD CASE(S)
Standard
Job
304947-A
Truss
V5
Truss Type
Valley
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:53 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-nyesW7IDBF60dSUaGQ4xApppUt?6XWiQhuZNFFz?nJG
Scale = 1:48.8
T1 T1
B1
ST2
ST1 ST11
2
3
4
5
8 7 69 103x4
4x4
3x4
2x4 2x4
2x4
2x4
2x4
0-0-3
0-0-3
11-4-1
11-3-15
5-8-1
5-8-1
11-4-1
5-8-1
0-
0
-
4
8-
6
-
1
0-
0
-
4
18.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.24
0.14
0.20
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 45 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF Stud *Except*
ST2: 2x3 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 11-3-12.
(lb) - Max Horz
1=-175(LC 4)
Max Uplift
All uplift 100 lb or less at
joint(s) except 1=-154(LC 6),
5=-138(LC 7), 8=-298(LC 8),
6=-298(LC 9)
Max Grav
All reactions 250 lb or less at
joint(s) 1, 5 except 7=325(LC 18),
8=478(LC 15), 6=477(LC 16)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-290/199, 2-3=-263/103,
3-4=-263/92, 4-5=-278/179
WEBS
2-8=-384/346, 4-6=-384/346
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=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
5) * This truss 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.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 154
lb uplift at joint 1, 138 lb uplift at joint 5, 298 lb uplift
at joint 8 and 298 lb uplift at joint 6.
LOAD CASE(S)
Standard
Job
304947-A
Truss
V6
Truss Type
Valley
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:55 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-jLmcwpKTjtMksldzNr6PGEv9qhhv?RVj9C2UK7z?nJE
Scale = 1:43.2
T1 T1
B1
ST2
ST1 ST11
2
3
4
5
8 7 69 103x4
4x4
3x4
2x3 3x5
2x3
3x5
2x3
0-0-3
0-0-3
10-0-1
9-11-15
5-0-1
5-0-1
10-0-1
5-0-1
0-
0
-
4
7-
6
-
1
0-
0
-
4
18.00 12
Plate Offsets (X,Y)-- [6:0-2-12,0-1-8], [8:0-2-12,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-S
0.24
0.12
0.18
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 38 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 9-11-12.
(lb) - Max Horz
1=-153(LC 4)
Max Uplift
All uplift 100 lb or less at
joint(s) except 1=-237(LC 6),
5=-224(LC 7), 8=-355(LC 8),
6=-355(LC 9)
Max Grav
All reactions 250 lb or less at
joint(s) except 1=313(LC 8),
5=305(LC 9), 7=286(LC 15), 8=551(LC
15), 6=550(LC 16)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-355/236, 2-3=-270/91,
3-4=-270/82, 4-5=-345/221
WEBS
2-8=-467/421, 4-6=-466/421
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=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
5) * This truss 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.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 237
lb uplift at joint 1, 224 lb uplift at joint 5, 355 lb uplift
at joint 8 and 355 lb uplift at joint 6.
LOAD CASE(S)
Standard
Job
304947-A
Truss
V7
Truss Type
Valley
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:56 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-BXK_89L5TAVbUvC9xZeeoRRJ341UkvHsNso1sZz?nJD
Scale = 1:33.4
T1 T1
B1
ST1
1
2
3
43x4
4x4
3x4
2x3
0-0-3
0-0-3
7-4-9
7-4-6
3-8-5
3-8-5
7-4-9
3-8-5
0-
0
-
4
5-
6
-
7
0-
0
-
4
18.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.28
0.10
0.08
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 27 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
1 = 258/7-4-4 (min. 0-1-8)
3 = 258/7-4-4 (min. 0-1-8)
4 = 196/7-4-4 (min. 0-1-8)
Max Horz
1 = -111(LC 4)
Max Uplift
1 = -49(LC 9)
3 = -43(LC 8)
Max Grav
1 = 258(LC 1)
3 = 258(LC 1)
4 = 196(LC 1)
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=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss 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.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 49 lb
uplift at joint 1 and 43 lb uplift at joint 3.
LOAD CASE(S)
Standard
Job
304947-A
Truss
V8
Truss Type
Valley
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:58 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-7vSlZrMM?olJjDMY3_g6tsXhkuk1Cql9rAH8wSz?nJB
Scale = 1:17.3
T1 T1
B1
ST1
1
2
3
4
3x4
4x4
3x4 2x3
0-0-3
0-0-3
4-3-4
4-3-1
2-1-10
2-1-10
4-3-4
2-1-10
0-
0
-
4
3-
2
-
7
0-
0
-
4
18.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.07
0.03
0.02
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 15 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 4-3-4 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
1 = 140/4-2-14 (min. 0-1-8)
3 = 140/4-2-14 (min. 0-1-8)
4 = 107/4-2-14 (min. 0-1-8)
Max Horz
1 = -60(LC 4)
Max Uplift
1 = -27(LC 9)
3 = -24(LC 8)
Max Grav
1 = 140(LC 1)
3 = 140(LC 1)
4 = 107(LC 1)
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=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) * This truss 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.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 27 lb
uplift at joint 1 and 24 lb uplift at joint 3.
LOAD CASE(S)
Standard
Job
304947-A
Truss
V9
Truss Type
Valley
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:06:59 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-b607mBN_m5tALNxkchBLQ43q?I39xGbI3q0hTuz?nJA
Scale = 1:17.5
T1
W1
B1
ST1
1
2
3
5 4
3x4
2x4
2x4 2x3
2x3
7-6-10
7-6-10
0-
0
-
4
3-
1
-
1
2
5.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.23
0.10
0.11
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
4
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 20 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
1 = 89/7-6-0 (min. 0-1-8)
4 = 162/7-6-0 (min. 0-1-8)
5 = 444/7-6-0 (min. 0-1-8)
Max Horz
1 = 91(LC 5)
Max Uplift
4 = -15(LC 8)
5 = -65(LC 8)
Max Grav
1 = 89(LC 1)
4 = 162(LC 1)
5 = 444(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS
2-5=-359/116
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=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss 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.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 15 lb
uplift at joint 4 and 65 lb uplift at joint 5.
LOAD CASE(S)
Standard
Job
304947-A
Truss
V10L
Truss Type
GABLE
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:01 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-YU7tBsPEIj7uag56k6DpVV86x5jnP8KbX8VoXnz?nJ8
Scale = 1:62.2
T1 W1
B1
B2
B3
ST3
ST2
ST11
2
3
4
5
6
12 11 10
9
8 73x4
2x4
2x4 2x4
2x4
2x4
2x3
2x3
2x3
2x3
2x3
2x3
0-4-3
0-4-3
5-1-1
4-8-14
7-6-9
2-5-8
5-1-1
5-1-1
7-6-9
2-5-8
10
-
9
-
1
0
0-
0
-
1
9-
9
-
9
0-
0
-
1
1-
0
-
0
1-
0
-
1
18.00 12
0.02 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.46
0.16
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.04
(loc)
-
-
7
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 51 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x3 SPF Stud *Except*
ST3: 2x3 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 6-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 7-2-6.
(lb) - Max Horz
1= 285(LC 5)
Max Uplift
All uplift 100 lb or less at
joint(s) 8, 11 except 1=-211(LC 6),
7=-139(LC 7), 9=-114(LC 8), 12=-130(LC
8)
Max Grav
All reactions 250 lb or less at
joint(s) 7, 10, 9, 8, 11, 12 except
1=332(LC 5)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-400/301, 2-3=-326/238,
3-4=-278/198
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=1.60
2) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as per ANSI/TPI 1.
3) Gable requires continuous bottom chord bearing.
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 other members.
7) Bearing at joint(s) 9 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) 8, 11 except (jt=lb) 1=211, 7=139,
9=114, 12=130.
9) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 1, 7, 10,
9, 8, 11, 12.
LOAD CASE(S)
Standard
Job
304947-A
Truss
V11L
Truss Type
Valley
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:02 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-0hhGOCPs30FkCqgJIpl22ihGlV0B8cHlmoFM3Dz?nJ7
Scale = 1:59.9
T1 W2
B1 B2
ST1
W1
1
2
3
4
7 56 8
9
10
12113x4
2x4
2x4
5x5
2x3
2x3
2x3
0-0-3
0-0-3
4-4-4
4-4-2
4-7-12
0-3-8
7-0-12
2-5-0
4-4-4
4-4-4
4-7-12
0-3-8
7-0-12
2-5-0
0-
0
-
4
10
-
7
-
4
0-
0
-
1
10
-
3
-
1
2
0-
0
-
1
0-
3
-
6
18.00 12
0.02 12
Plate Offsets (X,Y)-- [6:0-1-12,0-0-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.52
0.34
0.12
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
8
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 41 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W1: 2x3 SPF Stud
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
Except:
6-0-0 oc bracing: 6-7
WEBS
1 Row at midpt 4-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 7-0-10.
(lb) - Max Horz
1= 288(LC 5)
Max Uplift
All uplift 100 lb or less at
joint(s) 5 except 1=-120(LC 4),
8=-142(LC 7), 7=-120(LC 8)
Max Grav
All reactions 250 lb or less at
joint(s) 8, 6, 5 except 1=323(LC 16),
7=346(LC 15)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-349/177, 2-3=-305/143
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=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
4) * This truss 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.
5) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 5 except (jt=lb) 1=120, 8=142,
7=120.
6) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 1, 8, 6, 5
, 7.
LOAD CASE(S)
Standard
Job
304947-A
Truss
V12L
Truss Type
Valley
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:04 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-y3p0puR6beVSR8phPEnW77mcFJm_cWD1D6kS86z?nJ5
Scale = 1:56.7
T1
W1
B1
B2
B3
ST1
1
2
3
4
8 7 6 53x4
2x4
2x4 2x4
2x4
2x4
2x3
2x3
0-0-3
0-0-3
4-1-12
4-1-10
6-6-12
2-5-0
4-1-12
4-1-12
6-6-12
2-5-0
0-
0
-
4
10
-
3
-
1
4
0-
5
-
1
2
0-
5
-
1
2
18.00 12
0.02 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.52
0.12
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.01
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 41 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 4-5
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 6-6-10.
(lb) - Max Horz
1= 279(LC 7)
Max Uplift
All uplift 100 lb or less at
joint(s) except 1=-160(LC 6),
5=-142(LC 7), 7=-187(LC 8),
8=-170(LC 8)
Max Grav
All reactions 250 lb or less at
joint(s) 5, 7, 6 except 1=282(LC 5),
8=271(LC 15)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-341/262
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=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss 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.
5) Bearing at joint(s) 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 160
lb uplift at joint 1, 142 lb uplift at joint 5, 187 lb uplift
at joint 7 and 170 lb uplift at joint 8.
7) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 1, 8.
LOAD CASE(S)
Standard
Job
304947-A
Truss
V13L
Truss Type
Valley
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:06 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-uSxmEaTN7FlAhRz4Xfp_CYsyl6Qi4QyKgQDZC_z?nJ3
Scale = 1:56.3
T1
W1
B1
B2
B3
ST11
2
3
4
8
7
6 5
3x4
2x4
2x4
2x4
2x4
2x4
2x3
2x3
0-0-3
0-0-3
3-7-12
3-7-10
6-0-12
2-5-0
3-7-12
3-7-12
6-0-12
2-5-0
0-
0
-
4
10
-
3
-
1
4
1-
2
-
1
2
1-
2
-
1
2
18.00 12
0.03 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.52
0.24
0.07
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.08
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 39 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 4-5
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 6-0-10.
(lb) - Max Horz
1= 273(LC 7)
Max Uplift
All uplift 100 lb or less at
joint(s) except 1=-154(LC 6),
5=-141(LC 7), 7=-212(LC 8),
8=-140(LC 8)
Max Grav
All reactions 250 lb or less at
joint(s) 5, 7, 6, 8 except 1=256(LC
5)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-310/238
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=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss 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.
5) Bearing at joint(s) 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 154
lb uplift at joint 1, 141 lb uplift at joint 5, 212 lb uplift
at joint 7 and 140 lb uplift at joint 8.
7) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 1, 8.
LOAD CASE(S)
Standard
Job
304947-A
Truss
V14L
Truss Type
Valley
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:07 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-MeV9SwT?uZt1IbYG4NKDlmO7VWk_puOUv4y7lRz?nJ2
Scale = 1:56.1
T1
W1
B1
B2
B3
ST11
2
3
4
8
7
6 5
3x4
2x4
2x4
2x4
2x4
2x4
2x3
2x3
0-0-3
0-0-3
3-2-1
3-1-15
5-7-1
2-5-0
3-2-1
3-2-1
5-7-1
2-5-0
0-
0
-
4
10
-
3
-
1
4
1-
1
1
-
4
1-
1
1
-
4
18.00 12
0.03 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.52
0.36
0.06
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.19
(loc)
-
-
5
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 37 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 5-7-1 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 4-5
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 5-6-15.
(lb) - Max Horz
1= 267(LC 7)
Max Uplift
All uplift 100 lb or less at
joint(s) except 1=-147(LC 6),
5=-141(LC 7), 7=-238(LC 8),
8=-115(LC 8)
Max Grav
All reactions 250 lb or less at
joint(s) 1, 5, 7, 6, 8
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-308/214
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=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss 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.
5) Bearing at joint(s) 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 147
lb uplift at joint 1, 141 lb uplift at joint 5, 238 lb uplift
at joint 7 and 115 lb uplift at joint 8.
7) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 1, 8.
LOAD CASE(S)
Standard
Job
304947-A
Truss
V15R
Truss Type
Valley
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:09 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-J1cvsbVFPA7lYvifCnNhqBUa2KUvHnGnNNRDpJz?nJ0
Scale = 1:39.7
T1 W1
B1
ST3
ST2
ST11
2
3
4
5
9 8 7 63x4
2x4
2x4 2x3
2x3
2x3
2x3
2x3
2x3
5-4-9
5-4-9
7-
6
-
9
18.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.07
0.01
0.10
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
6
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 28 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 5-4-9 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 5-0-6.
(lb) - Max Horz
1= 210(LC 8)
Max Uplift
All uplift 100 lb or less at
joint(s) 6, 9 except 1=-121(LC 6),
7=-104(LC 8), 8=-107(LC 8)
Max Grav
All reactions 250 lb or less at
joint(s) 6, 7, 8, 9 except 1=295(LC
8)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
1-2=-358/164, 2-3=-269/125
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 exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as
per ANSI/TPI 1.
3) Gable requires continuous bottom chord bearing.
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 other members.
7) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 6, 9 except (jt=lb) 1=121, 7=104,
8=107.
LOAD CASE(S)
Standard
Job
304947-A
Truss
V16R
Truss Type
Valley
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:11 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-FQkfHHWVxnOTnDs1JCP9vcZky77IliI3qhwKuCz?nJ_
Scale = 1:36.5
T1
W1
B1
1
2
33x4
2x4
2x4
4-10-9
4-10-9
0-
0
-
4
7-
3
-
1
4
18.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.87
0.21
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 20 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 4-10-9
oc purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
1 = 234/4-10-7 (min. 0-1-8)
3 = 233/4-10-7 (min. 0-1-8)
Max Horz
1 = 197(LC 7)
Max Uplift
1 = -47(LC 4)
3 = -139(LC 5)
Max Grav
1 = 291(LC 16)
3 = 294(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=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss 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.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift
at joint(s) 1 except (jt=lb) 3=139.
LOAD CASE(S)
Standard
Job
304947-A
Truss
V17R
Truss Type
Valley
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:12 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-jcI2VdX8i5WKPMREtwwOSp6yTXUCU9YD3LgtPez?nIz
Scale = 1:33.4
T1
W1
B1
1
2
33x4
2x4
2x4
4-5-1
4-5-1
0-
0
-
4
6-
7
-
1
0
18.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.70
0.17
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
-0.00
(loc)
-
-
3
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 18 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 4-5-1 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
1 = 210/4-4-15 (min. 0-1-8)
3 = 209/4-4-15 (min. 0-1-8)
Max Horz
1 = 177(LC 5)
Max Uplift
1 = -43(LC 4)
3 = -124(LC 5)
Max Grav
1 = 262(LC 16)
3 = 264(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=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss 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.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift
at joint(s) 1 except (jt=lb) 3=124.
LOAD CASE(S)
Standard
Job
304947-A
Truss
W1
Truss Type
Monopitch
Qty
7
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:14 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-f_QowJZOEim1egac?LysXEBKhL70y0?WWf9_TXz?nIx
Scale = 1:58.8
T1 W3
B1
W1
W21
2
3
5 4
2x4
2x4
4x4
3x4
-1-11-6
1-11-6
5-4-2
5-4-2
3-
4
-
1
3
11
-
5
-
0
11
-
1
-
8
0-
3
-
8
11
-
5
-
0
18.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-1-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.46
0.27
0.20
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.04
-0.10
-0.00
(loc)
4-5
4-5
4
l/defl
>999
>606
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 40 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud *Except*
W3: 2x4 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 5-4-2 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 3-4
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
5 = 472/0-3-8 (min. 0-1-8)
4 = 230/0-1-8 (min. 0-1-8)
Max Horz
5 = 278(LC 8)
Max Uplift
4 = -349(LC 8)
Max Grav
5 = 472(LC 1)
4 = 343(LC 15)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-5=-421/43
BOT CHORD
4-5=-294/164
WEBS
2-4=-193/346
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 exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
3) * 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.
4) Bearing at joint(s) 4 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
5) Provide mechanical connection (by others) of
truss to bearing plate at joint(s) 4.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 4=349.
LOAD CASE(S)
Standard
Job
304947-A
Truss
W2
Truss Type
GABLE
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:16 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-cNXYK?aemK0lt_k?6m?KcfGao8fvQvIp_ze5YPz?nIv
Scale = 1:54.5
T2
W4
B1
W1
W2
W3
ST3
ST2
ST1
T1
1
2
3
4
6 515 16
6x10 MT18HS
5x5
3x5
3x5
0-1-12
0-1-12
2-0-0
1-10-4
4-0-0
2-0-0
5-3-15
1-3-15
5-4-2
0-0-3
-1-11-6
1-11-6
5-4-2
5-4-2
3-
4
-
1
3
10
-
1
0
-
1
1
18.00 12
Plate Offsets (X,Y)-- [2:Edge,0-3-8], [5:Edge,0-2-12], [7:0-0-5,0-1-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
9.0
0.0 *
12.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
3-2-0
1.15
1.15
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.87
0.95
0.27
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.16
-0.34
-0.00
(loc)
5-6
5-6
5
l/defl
>383
>181
n/a
L/d
240
180
n/a
PLATES
MT20
MT18HS
Weight: 53 lb FT = 20%
GRIP
197/144
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF 1650F 1.5E
WEBS 2x3 SPF Stud *Except*
W4: 2x3 SPF No.2, W1: 2x4 SPF No.2
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
2-0-0 oc purlins, except end verticals
(Switched from sheeted: Spacing > 2-0-0).
BOT CHORD
Rigid ceiling directly applied or 7-9-12 oc bracing.
WEBS
1 Row at midpt 4-5
REACTIONS.(lb/size)
6 = 1262/0-3-8 (min. 0-2-0)
5 = 640/Mechanical
Max Horz
6 = 423(LC 8)
Max Uplift
6 = -56(LC 4)
5 = -568(LC 8)
Max Grav
6 = 1262(LC 1)
5 = 694(LC 29)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-406/103, 3-4=-272/244,
4-5=-349/299, 2-6=-707/16
BOT CHORD
6-15=-447/247, 15-16=-447/247,
5-16=-447/247
WEBS
2-5=-286/516
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 exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as per ANSI/TPI 1.
3) All plates are MT20 plates unless otherwise
indicated.
4) All plates are 2x4 MT20 unless otherwise
indicated.
5) Gable studs spaced at 1-4-0 oc.
6) This truss has been designed for a 10.0 psf
bottom chord live load nonconcurrent with any other
live loads.
7) * 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.
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 except (jt=lb) 5=568.
10) Graphical purlin representation does not depict
the size or the orientation of the purlin along the top
and/or bottom chord.
11) Hanger(s) or other connection device(s) shall
be provided sufficient to support concentrated
load(s) 263 lb down and 51 lb up at 0-1-12, and
222 lb down and 72 lb up at 2-0-0, and 222 lb
down and 72 lb up at 4-0-0 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber
Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-2=-139, 2-4=-139, 5-6=-38
Concentrated Loads (lb)
Vert: 6=-263 15=-222 16=-222
Job
304947-A
Truss
X1
Truss Type
Monopitch
Qty
9
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:17 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-4Z5xYKbGXd8cV8JBgTWZ9tptzYAq9JQyCdNe4sz?nIu
Scale = 1:25.2
T1 W6
B1
W4 W5
W1 W3W21
2
3
4
5
9
8
7 6
2x4
3x8 3x4 3x4
3x4
3x4
2x4
0-8-0
0-8-0
5-9-9
5-1-9
10-5-8
4-7-15
-1-0-0
1-0-0
5-9-9
5-9-9
10-5-8
4-7-15
0-
1
0
-
4
4-
9
-
5
4.50 12
Plate Offsets (X,Y)-- [2:0-0-8,0-1-4], [9:0-0-0,0-1-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.33
0.20
0.47
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.04
0.00
(loc)
7
6-7
6
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 40 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
6 = 481/Mechanical
8 = 678/0-3-8 (min. 0-1-8)
Max Horz
8 = 121(LC 8)
Max Uplift
6 = -75(LC 8)
8 = -63(LC 4)
Max Grav
6 = 481(LC 1)
8 = 678(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
3-4=-592/10
BOT CHORD
6-7=-84/488
WEBS
4-6=-561/96, 3-7=0/442, 3-8=-581/106
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 exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
3) * 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.
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) 6, 8.
LOAD CASE(S)
Standard
Job
304947-A
Truss
X2
Truss Type
Roof Special
Qty
4
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:19 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-0yDhz0dX3FOKkRTanuY1EIuCMMsKdICFgxsl9kz?nIs
Scale = 1:18.7
T1 W4
B1
W1 W3W21
2
3
4
7
6
5
3x4
3x8
3x4
2x4
3x4
0-8-0
0-8-0
6-5-8
5-9-8
-1-0-0
1-0-0
6-5-8
6-5-8
0-
1
0
-
4
3-
3
-
5
2-
1
1
-
1
3
0-
3
-
8
3-
3
-
5
4.50 12
Plate Offsets (X,Y)-- [2:0-0-7,0-1-4], [7:0-0-0,0-1-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.40
0.20
0.13
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.06
0.00
(loc)
5-6
5-6
5
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 25 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud *Except*
W4: 2x4 SPF No.2
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.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
6 = 478/0-3-8 (min. 0-1-8)
5 = 260/0-1-8 (min. 0-1-8)
Max Horz
6 = 101(LC 5)
Max Uplift
6 = -70(LC 4)
5 = -34(LC 8)
Max Grav
6 = 478(LC 1)
5 = 260(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS
3-6=-437/152
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=1.60
2) 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 other members.
4) Bearing at joint(s) 5 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
5) Provide mechanical connection (by others) of
truss to bearing plate at joint(s) 5.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 6, 5.
LOAD CASE(S)
Standard
Job
304947-A
Truss
X3
Truss Type
GABLE
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:21 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-yLLROienbse2_ldyvJaVJjzYZ9XU5BeY7FLsDdz?nIq
Scale = 1:18.7
T1 W4
B1
W1 W3W2
ST2
ST1
1
2
3
4
7
6
5
3x4
3x8
3x4
2x4
2x4
2x4
2x4
2x4
4x4
0-8-0
0-8-0
6-5-8
5-9-8
-1-0-0
1-0-0
6-5-8
6-5-8
0-
1
0
-
4
3-
3
-
5
2-
1
1
-
1
3
0-
3
-
8
3-
3
-
5
4.50 12
Plate Offsets (X,Y)-- [2:0-0-7,0-1-4], [7:0-0-0,0-1-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
9.0
0.0 *
12.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.42
0.22
0.14
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.07
0.00
(loc)
5-6
5-6
5
l/defl
>999
>930
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 27 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud *Except*
W4: 2x4 SPF No.2
OTHERS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
6 = 512/0-3-8 (min. 0-1-8)
5 = 281/0-1-8 (min. 0-1-8)
Max Horz
6 = 101(LC 7)
Max Uplift
6 = -70(LC 4)
5 = -34(LC 8)
Max Grav
6 = 512(LC 1)
5 = 281(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS
3-6=-450/152
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=1.60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as
per ANSI/TPI 1.
3) 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 other members.
6) Bearing at joint(s) 5 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
7) Provide mechanical connection (by others) of
truss to bearing plate at joint(s) 5.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 6, 5.
LOAD CASE(S)
Standard
Job
304947-A
Truss
X4
Truss Type
Monopitch
Qty
4
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:23 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-ujSCoOg16TumD3mL0kdzO83yfzFsZ6xqbZqzIVz?nIo
Scale = 1:18.7
T1
W4
B1
B2 B3
W1 W3W21
2
3
4
5
10
9
8
7
6
2x4
2x4
3x8
2x4
2x4
3x4
3x4
2x4
0-8-0
0-8-0
4-11-8
4-3-8
5-5-8
0-6-0
6-5-8
1-0-0
-1-0-0
1-0-0
4-11-8
4-11-8
6-5-8
1-6-0
0-
1
0
-
4
3-
3
-
5
2-
1
-
7
1-
1
-
1
4
4.50 12
Plate Offsets (X,Y)-- [2:0-0-7,0-1-4], [10:0-0-0,0-1-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MS
0.19
0.10
0.09
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
-0.00
(loc)
8-9
8-9
7
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 24 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing,
Except:
10-0-0 oc bracing: 7-8.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
7 = 363/0-5-8 (min. 0-1-8)
9 = 379/0-3-8 (min. 0-1-8)
Max Horz
9 = 87(LC 5)
Max Uplift
7 = -59(LC 5)
9 = -59(LC 4)
Max Grav
7 = 363(LC 1)
9 = 379(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
BOT CHORD
4-7=-298/76
WEBS
3-9=-279/89
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=1.60
2) 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 other members.
4) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 7, 9.
LOAD CASE(S)
Standard
Job
304947-A
Truss
Y1
Truss Type
Monopitch
Qty
3
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:24 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-Nw0a0kgftn0drCLXaR8CxLb2DNU7IaW_pDaWqyz?nIn
Scale = 1:62.8
T1
W1
B1
1
2
6
3
5 7 48
2x4
3x5 2x4
5-7-7
15 -8 -4
-1-11-8
1-11-8
6-6-0
6-6-0
0-
6
-
1
4
10
-
3
-
1
4
10
-
0
-
6
0-
3
-
8
10
-
3
-
1
4
18.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.46
0.54
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.15
-0.27
0.02
(loc)
4-7
4-7
2
l/defl
>520
>285
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 36 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 3-4
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
2 = 520/0-5-8 (min. 0-1-8)
4 = 305/0-1-8 (min. 0-1-8)
Max Horz
2 = 364(LC 8)
Max Uplift
4 = -234(LC 8)
Max Grav
2 = 520(LC 1)
4 = 436(LC 15)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-6=-640/407, 3-6=-268/191,
3-4=-270/232
BOT CHORD
5-7=-414/164
WEBS
2-5=-275/57, 6-7=-485/657
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 exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
3) * 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.
4) Bearing at joint(s) 4 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
5) Provide mechanical connection (by others) of
truss to bearing plate at joint(s) 4.
6) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 4=234.
LOAD CASE(S)
Standard
Job
304947-A
Truss
Y2
Truss Type
MONOPITCH SUPPORTED
Qty
1
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:25 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-r6ayD4hHe58UTMwk89fRTZ8ADnyU1zF72tJ3MOz?nIm
Scale = 1:58.6
T2
W1
B1
ST4
ST3
ST2
ST1
HW1T1
1
2
3
4
5
6
7
8
13 12 11 10 9
3x4
3x4
3x4
6-6-0
6-6-0
-1-11-8
1-11-8
6-6-0
6-6-0
0-
6
-
1
4
9-
9
-
9
18.00 12
Plate Offsets (X,Y)-- [2:0-2-0,0-1-3], [2:0-2-15,0-4-6], [2:0-1-8,0-1-0], [3:0-1-4,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
10.0
0.0 *
13.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
3-2-0
1.15
1.15
NO
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-P
0.70
0.02
0.29
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.06
-0.00
-0.00
(loc)
1
1
9
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 51 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x3 SPF Stud *Except*
ST4: 2x3 SPF No.2
WEDGE
Left: 2x6 SPF 1650F 1.5E
BRACING-
TOP CHORD
2-0-0 oc purlins (6-0-0 max.), except end verticals
(Switched from sheeted: Spacing > 2-0-0).
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 8-9
REACTIONS. All bearings 6-4-8.
(lb) - Max Horz
2= 553(LC 8)
Max Uplift
All uplift 100 lb or less at
joint(s) 9, 2, 12 except 10=-165(LC
8), 11=-167(LC 8), 13=-133(LC 1)
Max Grav
All reactions 250 lb or less at
joint(s) 9, 13 except 2=680(LC 1),
10=281(LC 15), 11=281(LC 15),
12=310(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-3=-550/211, 3-4=-520/224,
4-5=-519/279, 5-6=-421/201
WEBS
5-12=-256/113
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 exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as per ANSI/TPI 1.
3) All plates are 2x4 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 other members.
8) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 9, 2, 12 except (jt=lb) 10=165,
11=167, 13=133.
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
Job
304947-A
Truss
Z1
Truss Type
Monopitch
Qty
4
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:27 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-nVijeljYAiPBig46FZhvZ_Dciab3VwJQWBoARGz?nIk
Scale = 1:25.1
T1
B1
B2
W1
HW1
1
2
10
3
7
4
9
11
5
8
6
3x4
3x5
4x4
2x3
4-0-15
4-0-15
8-1-14
4-0-15
-1-0-0
1-0-0
4-0-15
4-0-15
8-1-14
4-0-15
0-
7
-
6
4-
7
-
1
2
4-
7
-
1
2
6.00 12
14.00 12
Plate Offsets (X,Y)-- [2:0-2-4,0-0-7], [2:0-0-1,0-3-7], [2:0-0-0,0-0-1], [4:0-1-4,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.31
0.14
0.13
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.02
-0.03
0.02
(loc)
6
5-11
4
l/defl
>999
>999
n/a
L/d
240
180
n/a
PLATES
MT20
Weight: 24 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud
WEDGE
Left: 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)
4 = 3/4-0-15 (min. 0-1-8)
2 = 167/0-5-8 (min. 0-1-8)
5 = 683/4-0-15 (min. 0-1-8)
Max Horz
2 = 123(LC 8)
Max Uplift
4 = -77(LC 3)
5 = -94(LC 8)
Max Grav
4 = 3(LC 1)
2 = 167(LC 1)
5 = 683(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
3-10=-117/280
BOT CHORD
5-8=-256/0, 6-8=-324/55, 4-6=-252/18
WEBS
3-5=-370/115
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=1.60
2) 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 other members.
4) Provide mechanical connection (by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) 4, 5.
5) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 4, 5.
LOAD CASE(S)
Standard
Job
304947-A
Truss
Z2
Truss Type
Monopitch Structural Gable
Qty
2
Ply
1
Roof
Job Reference (optional)
8.220 s Jun 14 2018 MiTek Industries, Inc. Tue Jul 3 12:07:28 2018 Page 1 Villaume Industries, St Paul, MN ID:?rIuPgXyo3KRqmSS1F3L2Gz0AmL-FhG5s5kAx0X2KqfJpHC95Bmo0_wlENzakrYkzjz?nIj
Scale: 1/2"=1'
T1
B1
B2
W1
HW1
ST4
ST3
ST2
ST1
1
2
18
3
15
4
17 19 9 8 7
6
5
14
16
20
3x4
3x5 4x4
4-0-15
4-0-15
8-1-14
4-0-15
-1-0-0
1-0-0
4-0-15
4-0-15
8-1-14
4-0-15
0-
7
-
6
4-
7
-
1
2
4-
7
-
1
2
6.00 12
14.00 12
Plate Offsets (X,Y)-- [2:0-2-4,0-0-7], [2:0-0-1,0-3-7], [2:0-0-0,0-0-1], [4:0-1-4,0-1-8]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0 *
10.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
MNSRC2015/TPI2007
CSI.
TC
BC
WB
Matrix-MP
0.21
0.24
0.10
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.00
-0.00
-0.02
(loc)
1
1-2
4
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 29 lb FT = 20%
GRIP
197/144
LUMBER-
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x3 SPF Stud
OTHERS 2x3 SPF Stud
WEDGE
Left: 2x3 SPF Stud
BRACING-
TOP CHORD
Structural wood sheathing directly applied or 8-1-14
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,
in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 8-0-12.
(lb) - Max Horz
4= 123(LC 8)
Max Uplift
All uplift 100 lb or less at
joint(s) 5, 6 except 7=-314(LC 8),
8=-124(LC 1)
Max Grav
All reactions 250 lb or less at
joint(s) 4, 5, 6, 8 except 7=577(LC
1), 9=357(LC 1)
FORCES.(lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD
2-18=-54/252, 3-18=-75/253
BOT CHORD
6-7=-306/242, 5-6=-295/145,
5-14=-311/210
WEBS
3-7=-292/107, 18-19=-334/54
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=1.60
2) Truss designed for wind loads in the plane of
the truss only. For studs exposed to wind (normal
to the face), see Standard Industry Gable End
Details as applicable, or consult qualified building
designer as per ANSI/TPI 1.
3) 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 other members.
8) Bearing at joint(s) 2, 2 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) 5, 6 except (jt=lb) 7=314, 8=124.
10) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 4, 5, 6.
LOAD CASE(S)
Standard
Bold/italic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-22 14:58:26
Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1
G:\binder heating\perron Residence.rup Calc = MJ8 Front Door faces: SE
Job:Load Short Form June 22 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: Tonyledo2012@gmail.com
Project Information
Perron Residence, Binder Heating and AirFor:
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 EL195UH090XE48C-*Cond XC16S048-230-04
AHRI ref 4675033 Coil C33-48C+EL195UH090XE48C*+TDR+TXV
AHRI ref 7622116
Efficiency 95 AFUE Efficiency 11.7 EER, 15 SEER
Heating input Btuh88000 Sensible cooling Btuh31150
Heating output Btuh85000 Latent cooling Btuh13350
Temperature rise °F50 Total cooling Btuh44500
Actual air flow cfm1593 Actual air flow cfm1483
Air flow factor cfm/Btuh0.020 Air flow factor cfm/Btuh0.053
Static pressure in H2O0.50 Static pressure in H2O0
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 1519 22779 6033 463 318
main floor 1519 29561 11954 601 630
second 1918 25969 10157 528 535
Entire House d 4956 78308 28144 1593 1483
Other equip loads 4818 2382
Equip. @ 0.93 RSM 28358
Latent cooling 7184
TOTALS 4956 83126 35542 1593 1483
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-22 14:58:26
Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1
G:\binder heating\perron Residence.rup Calc = MJ8 Front Door faces: SE
Job:Loads for Multiple Orientations June 22 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: Tonyledo2012@gmail.com
Project Information
Perron Residence, Binder Heating and AirFor:
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)25598 22639 27233 28358 26133 21142 24491 26028
Latent Load (Btuh)7184 7184 7184 7184 7184 7184 7184 7184
Total Load (Btuh)32783 29823 34418 35542 33318 28326 31675 33212
Heating AVF (cfm)1593 1593 1593 1593 1593 1593 1593 1593
Cooling AVF (cfm)1483 1483 1483 1483 1483 1483 1483 1483
Building Orientation Cooling Load
To
t
a
l
C
o
o
l
i
n
g
L
o
a
d
(
B
t
u
h
)
Direction Front Door faces
0
10000
20000
30000
40000
N NE E SE S SW W NW
Front Door faces SoutheastCurrent Orientation:
Front Door faces SoutheastHighest Cooling Load:
Bold/italic values have been manually overridden
2018-Jun-22 14:58:28
Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1G:\binder heating\perron Residence.rup Calc = MJ8 Front Door faces: SE
Job:Building Analysis June 22 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: Tonyledo2012@gmail.com
Project Information
Perron Residence, Binder Heating and AirFor: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
OtherCeilingsFloors
Infiltration
Ventilation
% of loadBtuhBtuh/ft²Component
25.9215184.5Walls 28.52366227.8Glazing 0.863930.4Doors 4.133931.7Ceilings 7.562023.23.2Floors 27.5228935.4Infiltration 00Ducts00Piping00Humidification5.84818Ventilation0Adjustments100.083126Total
Cooling
Walls
Glazing
Other
Ceilings
Infiltration
Internal Gains
Ventilation
% of loadBtuhBtuh/ft²Component
10.331370.7Walls 58.71792321.1Glazing 0.61878.9Doors 6.319091.0Ceilings 0.3940.0Floors 5.717430.4Infiltration 00Ducts7.82382Ventilation10.33150Internal gains 00Blower0Adjustments100.030525Total
Latent Cooling Load = 7184 BtuhOverall U-value = 0.068 Btuh/ft²-°F
ERROR: negative wall area in lower level - check windows.
2018-Jun-22 14:58:28Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1G:\binder heating\perron Residence.rup Calc = MJ8 Front Door faces: SE
Job:Component Constructions June 22 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: Tonyledo2012@gmail.com
Project Information
Perron Residence, Binder Heating and AirFor: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
1420.938675.6521.00.065153n
2090.9312785.6521.00.065226e
3610.9322035.6521.00.065390s
2920.9317815.6521.00.065315w
10040.9361285.6521.00.0651084all
15B-15sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, r-15
ins, 10" thk
280.0813053.8715.00.042337n
510.1117873.9515.00.042453e
210.0810683.8515.00.042277s
1000.1134363.7115.00.042926all
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
4550.8224194.3520.00.050556n
2680.8214244.3520.00.050327e
5130.8227324.3520.00.050628s
5970.8231744.3520.00.050730w
18320.8297484.3520.00.0502241all
PartitionsIECC2012 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
2020.4022054.3520.00.050507
Windows
marvin fiberglass integrety: low e fiber glass marvin; NFRC rated
(SHGC=0.19); 6.67 ft head ht
1757.7163327.800.32023n
1757.7163327.800.32023n
937.7133427.800.32012n
117621.9149927.800.32054e
176421.9224827.800.32081e
129013.0277027.800.320100s
29513.063327.800.32023s
261821.9333627.800.320120w
217421.9277027.800.320100w
284621.9362627.800.320130w
1260719.01848327.800.320664all
10A-m: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; NFRC rated
(SHGC=0.19); 6.67 ft head ht
64215.3116927.800.32042e
2018-Jun-22 14:58:28Right-Suite® Universal 2018 18.0.10 RSU16575 Page 2G:\binder heating\perron Residence.rup Calc = MJ8 Front Door faces: SE
10B-m: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap,
1/8" thk; NFRC rated (SHGC=0.19); 6.67 ft head ht
3549.07108627.800.32039s
137721.9175427.800.32063w
91821.9116927.800.32042w
264818.4400927.800.320144all
Doors
11N0: Door, mtl eps core type 1878.9163930.48.70.35021n
Ceilings16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8"
gypsum board int fnsh
19090.9833931.7450.00.0201950
Floors19C-19cscp: Flr floor, frm flr, 6" thkns, carpet flr fnsh, r-2 ext ins, r-19
cav ins, tight crwl ovr, r-11 wall insul
940.226371.4830.00.049431
22D-10tpm: Bg floor, heavy dry or light damp soil, full ext ins cov, on
grade depth, r-10 edge ins, r-10 ins
00556529.810.00.343187
2018-Jun-22 14:58:28Right-Suite® Universal 2018 18.0.10 RSU16575 Page 3G:\binder heating\perron Residence.rup Calc = MJ8 Front Door faces: SE
Job:Component Constructions June 22 2018Date:lower level By:
Tony Ledo
Phone: 763-229-4252 Email: Tonyledo2012@gmail.com
Project Information
Perron Residence, Binder Heating and AirFor: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
280.0813053.8715.00.042337n
510.1117873.9515.00.042453e
210.0810683.8515.00.042277s
1000.1134363.7115.00.042926all
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
980.825224.3520.00.050120n
1470.827834.3520.00.050180s
3700.8219664.3520.00.050452w
6150.8232714.3520.00.050752all
Partitions
(none)
Windowsmarvin fiberglass integrety: low e fiber glass marvin; NFRC rated
(SHGC=0.19); 6.67 ft head ht
1757.7163327.800.32023n
29513.063327.800.32023s
217421.9277027.800.320100w
264418.2403727.800.320145all
1D-c2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4"
gap, 1/8" thk; NFRC rated (SHGC=0.19); 6.67 ft head ht
91821.9116927.800.32042w
Doors
(none)
Ceilings
(none)
Floors22D-10tpm: Bg floor, heavy dry or light damp soil, full ext ins cov, on
grade depth, r-10 edge ins, r-10 ins
00556529.810.00.343187
2018-Jun-22 14:58:28Right-Suite® Universal 2018 18.0.10 RSU16575 Page 4G:\binder heating\perron Residence.rup Calc = MJ8 Front Door faces: SE
Job:Component Constructions June 22 2018Date:main floor By:
Tony Ledo
Phone: 763-229-4252 Email: Tonyledo2012@gmail.com
Project Information
Perron Residence, Binder Heating and AirFor: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
1420.938675.6521.00.065153n
2090.9312785.6521.00.065226e
3610.9322035.6521.00.065390s
2920.9317815.6521.00.065315w
10040.9361285.6521.00.0651084all
Partitions
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
2020.4022054.3520.00.050507
Windows
marvin fiberglass integrety: low e fiber glass marvin; NFRC rated
(SHGC=0.19); 6.67 ft head ht
1757.7163327.800.32023n
117621.9149927.800.32054e
129013.0277027.800.320100s
261821.9333627.800.320120w
526017.8823827.800.320296all
10A-m: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; NFRC rated
(SHGC=0.19); 6.67 ft head ht
64215.3116927.800.32042e
10B-m: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap,
1/8" thk; NFRC rated (SHGC=0.19); 6.67 ft head ht
3549.07108627.800.32039s
137721.9175427.800.32063w
173017.0284027.800.320102all
Doors
11N0: Door, mtl eps core type 1878.9163930.48.70.35021n
Ceilings16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8"
gypsum board int fnsh
320.98571.7450.00.02033
Floors(none)
2018-Jun-22 14:58:28Right-Suite® Universal 2018 18.0.10 RSU16575 Page 5G:\binder heating\perron Residence.rup Calc = MJ8 Front Door faces: SE
Job:Component Constructions June 22 2018Date:second By:
Tony Ledo
Phone: 763-229-4252 Email: Tonyledo2012@gmail.com
Project Information
Perron Residence, Binder Heating and AirFor: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
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
3560.8218974.3520.00.050436n
2680.8214244.3520.00.050327e
3660.8219494.3520.00.050448s
2270.8212084.3520.00.050278w
12170.8264774.3520.00.0501489all
Partitions
(none)
Windows
marvin fiberglass integrety: low e fiber glass marvin; NFRC rated
(SHGC=0.19); 6.67 ft head ht
937.7133427.800.32012n
176421.9224827.800.32081e
284621.9362627.800.320130w
470321.1620827.800.320223all
Doors(none)
Ceilings16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8"
gypsum board int fnsh
18770.9833371.7450.00.0201918
Floors
19C-19cscp: Flr floor, frm flr, 6" thkns, carpet flr fnsh, r-2 ext ins, r-19
cav ins, tight crwl ovr, r-11 wall insul
940.226371.4830.00.049431
Bold/italic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-22 14:58:28Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1G:\binder heating\perron Residence.rup Calc = MJ8 Front Door faces: SE
Job:Project Summary June 22 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: Tonyledo2012@gmail.com
Project Information
Perron Residence, Binder Heating and AirFor: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 Btuh78308 Structure Btuh28144DuctsBtuh0DuctsBtuh0Central vent (SER=70% 173 cfm)Btuh4818 Central vent (SER=0% 173 cfm)2382 BtuhHeat recovery Heat recoveryHumidificationBtuh0Blower Btuh0PipingBtuh0Equipment load Btuh83126 Use manufacturer's data nRate/swing multiplier 0.93InfiltrationEquipment sensible load Btuh28358
Method Latent Cooling Equipment Load SizingSimplifiedConstruction quality Average0Fireplaces Structure Btuh3614DuctsBtuh0Central vent (173 cfm)Btuh3571CoolingHeatingHeat recovery49564956Area (ft²)Equipment latent load Btuh71843998739987Volume (ft³)Air changes/hour 0.190.37 Equipment Total Load (Sen+Lat)Btuh35542Equiv. AVF (cfm)127247 Req. total capacity at 0.70 SHR ton3.4
Heating Equipment Summary Cooling Equipment Summary
Make Lennox Make LennoxTradeLENNOXTradeLENNOXModelEL195UH090XE48C-*Cond XC16S048-230-04AHRI ref 4675033 Coil C33-48C+EL195UH090XE48C*+TDR+TXVAHRI ref 7622116Efficiency95 AFUE Efficiency 11.7 EER, 15 SEERHeating input Btuh88000 Sensible cooling Btuh31150Heating output Btuh85000 Latent cooling Btuh13350Temperature rise °F50 Total cooling Btuh44500Actual air flow cfm1593 Actual air flow cfm1483Air flow factor cfm/Btuh0.020 Air flow factor cfm/Btuh0.053Static pressure in H2O0.50 Static pressure in H2O0Space thermostat Load sensible heat ratio 0.81
Bold/italic values have been manually overridden
2018-Jun-22 14:58:28
Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1
G:\binder heating\perron Residence.rup Calc = MJ8 Front Door faces: SE
Job:AED Assessment June 22 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: Tonyledo2012@gmail.com
Project Information
Perron Residence, Binder Heating and AirFor:
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 limit
Gla
z
i
n
g
l
o
a
d
(
B
t
u
h
)
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
8 9 10 11 12 13 14 15 16 17 18 19 20
Maximum hourly glazing load exceeds average by 43.8%.
House does not have adequate exposure diversity (AED), based on AED limit of 30%.
AED excursion: 2025 Btuh (PFG - 1.3*AFG)
Job:Right-J® Worksheet June 22 2018Date:Entire House By:Tony Ledo
Phone: 763-229-4252 Email: Tonyledo2012@gmail.com
1 Room name Entire House lower level
2 Exposed wall 539.0 ft 186.5 ft3Room height 9.5 dft 10.0 heat/coolft
4 Room dimensions ft1519.0x1.0
5 Room area 4955.6 ft²1519.0 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 0.930.93 176 153 867 142 0 0 0 0.GG marvin fiberglass in 0.320marvin fiberglass in 0.320 nn 27.8427.84 7.717.71 23 0 633 175 0 0 0 0.WW 15B-15sfc-815B-15sfc-8 0.0590.059 nn 3.873.87 0.080.08 360 337 1305 28 360 337 1305 28
.GG marvin fiberglass in 0.320marvin fiberglass in 0.320 nn 27.8427.84 7.717.71 23 0 633 175 23 0 633 175
11 WW IECC2012 frame zone 0.050IECC2012 frame zone 0.050 nn 4.354.35 0.820.82 568 556 2419 455 120 120 522 98
GG marvin fiberglass in 0.320marvin fiberglass in 0.320 nn 27.8427.84 7.717.71 12 0 334 93 0 0 0 0
WW 12F-0sw12F-0sw 0.0650.065 ee 5.655.65 0.930.93 322 226 1278 209 0 0 0 0GG10A-m10A-m 0.3200.320 ee 27.8427.84 15.3015.30 42 0 1169 642 0 0 0 0
GG marvin fiberglass in 0.320marvin fiberglass in 0.320 ee 27.8427.84 21.8521.85 54 0 1499 1176 0 0 0 0WW15B-15sfc-815B-15sfc-8 0.0590.059 ee 3.953.95 0.110.11 453 453 1787 51 453 453 1787 51
WW IECC2012 frame zone 0.050IECC2012 frame zone 0.050 ee 4.354.35 0.820.82 408 327 1424 268 0 0 0 0GGmarvin fiberglass in 0.320marvin fiberglass in 0.320 ee 27.8427.84 21.8521.85 81 0 2248 1764 0 0 0 0WW12F-0sw12F-0sw 0.0650.065 ss 5.655.65 0.930.93 528 390 2203 361 0 0 0 0
GG 10B-m10B-m 0.3200.320 ss 27.8427.84 9.079.07 39 0 1086 354 0 0 0 0GGmarvin fiberglass in 0.320marvin fiberglass in 0.320 ss 27.8427.84 12.9612.96 100 0 2770 1290 0 0 0 0
WW 15B-15sfc-815B-15sfc-8 0.0590.059 ss 3.853.85 0.080.08 300 277 1068 21 300 277 1068 21
GG marvin fiberglass in 0.320marvin fiberglass in 0.320 ss 27.8427.84 12.9612.96 23 0 633 295 23 0 633 295
WW IECC2012 frame zone 0.050IECC2012 frame zone 0.050 ss 4.354.35 0.820.82 628 628 2732 513 180 180 783 147
WW 12F-0sw12F-0sw 0.0650.065 ww 5.655.65 0.930.93 498 315 1781 292 0 0 0 0GG1D-c2omd1D-c2omd 0.3200.320 ww 27.8427.84 21.8521.85 63 0 1754 1377 0 0 0 0GGmarvin fiberglass in 0.320marvin fiberglass in 0.320 ww 27.8427.84 21.8521.85 120 0 3336 2618 0 0 0 0
WW 15B-15sfc-815B-15sfc-8 0.0590.059 ww 5.145.14 0.000.00 1 -141 -724 0 1 -141 -724 0GG1D-c2omd1D-c2omd 0.3200.320 ww 27.8427.84 21.8521.85 42 0 1169 918 42 0 1169 918
GG marvin fiberglass in 0.320marvin fiberglass in 0.320 ww 27.8427.84 21.8521.85 100 0 2770 2174 100 0 2770 2174WWIECC2012 frame zone 0.050IECC2012 frame zone 0.050 ww 4.354.35 0.820.82 860 730 3174 597 452 452 1966 370
GG marvin fiberglass in 0.320marvin fiberglass in 0.320 ww 27.8427.84 21.8521.85 130 0 3626 2846 0 0 0 0
PP IECC2012 frame zone 0.050IECC2012 frame zone 0.050 --4.354.35 0.400.40 528 507 2205 202 0 0 0 0
DD 11N011N0 0.3500.350 nn 30.4530.45 8.918.91 21 21 639 187 0 0 0 0
CC 16B-50ad16B-50ad 0.0200.020 --1.741.74 0.980.98 1950 1950 3393 1909 0 0 0 0
FF 19C-19cscp19C-19cscp 0.0490.049 --1.481.48 0.220.22 431 431 637 94 0 0 0 0FF22D-10tpm22D-10tpm 0.3430.343 --29.8429.84 0.000.00 1519 187 5565 0 1519 187 5565 0
Job #:
Performed for:
Perron Residence
Lakeville, mn
Tony Ledo
Phone: 763-229-4252
Tonyledo2012@gmail.com
Scale: 1 : 140
Page 1
Right-Suite® Universal 2018
18.0.10 RSU16575
2018-Jun-22 14:58:50
...der heating\perron Residence.rup
N
lower
lower level
11'-6"
18'-0"
9'-6"
6'-6"
18'-0"
16'-0"
14'-0"
12'-0"
4'-0"30'-0"
16'-0"
8'-0"
4'-0"
22'-0"
1593 cfm
154 cfm
154 cfm
154 cfm
Job #:
Performed for:
Perron Residence
Lakeville, mn
Tony Ledo
Phone: 763-229-4252
Tonyledo2012@gmail.com
Scale: 1 : 140
Page 2
Right-Suite® Universal 2018
18.0.10 RSU16575
2018-Jun-22 14:58:50
...der heating\perron Residence.rup
N
main level
main floor
garage
158 cfm
158 cfm
158 cfm
158 cfm
Job #:
Performed for:
Perron Residence
Lakeville, mn
Tony Ledo
Phone: 763-229-4252
Tonyledo2012@gmail.com
Scale: 1 : 140
Page 3
Right-Suite® Universal 2018
18.0.10 RSU16575
2018-Jun-22 14:58:50
...der heating\perron Residence.rup
N
second
second
8'-0"
2'-0"13'-0"6'-6"
13'-0"
6'-0"
29'-0"
134 cfm
134 cfm
134 cfm 134 cfm
07/17/18 X
KH