HomeMy WebLinkAboutCO, ALL DOCS - 16-00089 - 930 Oak Hill Way - SFRCertificate of Occupancy
City of Rexburg
Department of Community Development
35 N. 1st E. / Rexburg, ID. 83440
Phone (208) 359-3020 / Fax (208) 359-3022
Building Permit No:
Applicable Addition of Code:
Site Address:
Use and Occupancy:
Design Occupant Load:
Sprinkler System Required:
Name and Address of Owner:
Contractor:
Special Conditions:
Occupancy:
16-00089
IRC 2012
930 Oak Hill Way
930 Oak Hill Way - SFR
N/A
Melanee Sutton
,
JOHN BLUMHORST CONSTRUCTION INC
Residential, one-and two-family = 2,004.00 sq. ft.
Utility, miscellaneous = 742.00 sq. ft.
Unfinished basement (all use group) = 1,782.00 sq. ft.
This Certificate, issued persuant to the requirements of Section 109 of the International Building
Code, certifies that, at the time of issuance, this building or that portion of the building that was
inspected on the date listed was found to be in compliance with the requirements of the code for the
group and division of occupancy and the use for which the proposed occupancy was classified.
Date C.O. Issued: _____ / _______ / ______
C.O. Issued by: __________________________ Building Inspector: __________________________
There shall be no further change in the existing occupancy classification of the building nor shall any structural changes,
modifications or additions be made to the building or any portion thereof until the building Official has reviewed and
approved said future changes.
Mechanical Inspector: Fire Alarm:
Plumbing Inspector: Fire Dept./Sprinkler:
Electrical Inspector: P&Z/Public Works:
No
11 10 16
N/A
N/A N/A
N/A N/A
THIS PERMIT MUST BE PROMINANTLY DISPLAYED AT THE BUILDING SITE THE BUILDING MAY NOT BE
OCCUPIED OR USED WITHOUT FIRST OBTAINING A CERTIFICATE OF OCCUPANCY
City of Rexburg - Community Development - 35 North 1st East - Rexburg, Id 83440 - Office (208) 372-2341
THIS BUILDING PERMIT MUST BE ON THE JOB SITE FOR ALL INSPECTIONS
Building Permit
Permit Number: 16-00089
For the construction of: 930 Oak Hill Way - SFR
Applicant:
Job Address: 930 Oak Hill Way
General Contractor:
Permit Type: Building - Single Family Residence
This permit issued is subject to the regulations contained in the Building Code and Zoning Regulations of the City of Rexburg. It is specifically understood that this
Permit does not allow an Variance to the regulations of the City of Rexburg or Zoning Codes unless specifically approved by the City Council and explained on the
Building Permit Application as approved by the Building Inspector.
Date Approved Issued By
Building Inspector
Notice!
1) A complete set of approved drawings along with the permit must be kept on the
premises during construction.
2) The permit will become null and void in the event of any deviation from the
accepted drawings.
3) No foundation stuctural, electrical, nor plumbing work shall be concealed without
approval.
24 Hour Notice
and permit required to make inspection appointments
For Inspections Call Inspection Hotline at (208) 372-2344
JOHN BLUMHORST CONSTRUCTION INC
JOHN BLUMHORST CONSTRUCTION INC
3 / 21 / 16
Submission Date 2016-02-23 10:43:00
Subdivision Pine Brook Estates
Unit #2
Block #5
Lot #2
Owner's Name Melanee Sutton
Property Address Street Address: Oak Hill Way
City: Rexburg
State / Province: Idaho
Postal / Zip Code: 83440
Country: United States
Primary Phone (208) 520-3350
Primary Phone Type Cell Phone
Secondary Phone (208) 529-0511
Secondary Phone Type Office Phone
Owner E-mail msutton@ssscpa.net
Please select if you are also
the applicant or contractor.
I am also the applicant
I am also the contractor
How many buildings are on
this property?
One
Did you recently purchase
this property?
Yes
Previous property owner's
name
Pine brooke estates
Is this a split lot?No
Proposed Use Single Family Resident
Are you replacing everything
like for like?
Yes
Upload Plans as a PDF 2015-146 Blumhorst M Sutton 0-Plot 22x34 Permit 2016-01-21.pdf
Signature of Owner/Applicant John Blumhorst
Date 02-23-2016
Preferred method of contact Email
Signature John Blumorst
Date 02-23-2016
Residential Building Permit Application
Remodeling? (We need the
total construction estimate,
excluding fire, electrical,
plumbing, and Mechanical
valuations)
$181,000
First Floor Area 2004
Unfinished Basement Area 1782
Second Floor/Loft Area 0
Third Floor/Loft Area 0
Garage Area 742
Signature John Blumhorst
Date 02-23-2016
REScheck Software Version 4.6.2
Compliance Certificate
Project M Sutton
Energy Code:2012 IECC
Location:Rexburg, Idaho
Construction Type:Single-family
Project Type:New Construction
Orientation:Bldg. faces 180 deg. from North
Conditioned Floor Area:4,008 ft2
Glazing Area 16%
Climate Zone:6 (8693 HDD)
Permit Date:
Construction Site:
Pine Brook Est. D2 B5 L2
Oak Hill Way
Owner/Agent:Designer/Contractor:
John Blumhorst
John Blumhorst Construction
208-520-3350
Permit Number:
Compliance: Passes using performance alternative
0.2% Better Than CodeCompliance:
Envelope Assemblies
Assembly
Gross Area
or
Perimeter
Cavity
R-Value
Cont.
R-Value U-Factor UA
Ceiling 1: Flat Ceiling or Scissor Truss 2,004 52.0 0.0 0.025 50
Wall 1: Wood Frame, 16" o.c.
Orientation: Front
580 21.0 0.0 0.057 29
Window 1: Vinyl/Fiberglass Frame:Double Pane with Low-E
SHGC: 0.50
Orientation: Front
30 0.300 9
Door 1: Solid
Orientation: Front
40 0.300 12
Wall 2: Wood Frame, 16" o.c.
Orientation: Right side
470 21.0 0.0 0.057 24
Window 2: Vinyl/Fiberglass Frame:Double Pane with Low-E
SHGC: 0.50
Orientation: Right side
41 0.300 12
Wall 3: Wood Frame, 16" o.c.
Orientation: Back
580 21.0 0.0 0.057 26
Window 3: Vinyl/Fiberglass Frame:Double Pane with Low-E
SHGC: 0.50
Orientation: Back
130 0.300 39
Wall 4: Wood Frame, 16" o.c.
Orientation: Left side
470 21.0 0.0 0.057 25
Window 4: Vinyl/Fiberglass Frame:Double Pane with Low-E
SHGC: 0.50
Orientation: Left side
12 0.300 4
Project Title: M Sutton
Data filename: C:\ADS\ResCheck\2015\2015-148 JBC M Sutton.rck Page 1 of 9
03/11/16Report date:
Assembly
Gross Area
or
Perimeter
Cavity
R-Value
Cont.
R-Value U-Factor UA
Door 2: Glass
SHGC: 0.50
Orientation: Left side
20 0.300 6
Basement Wall 1: Solid Concrete or Masonry
Orientation: Front
Wall height: 9.0'
Depth below grade: 8.0'
Insulation depth: 9.0'
580 17.0 0.0 0.046 26
Window 5: Vinyl/Fiberglass Frame:Double Pane with Low-E
SHGC: 0.50
Orientation: Front
25 0.300 8
Basement Wall 2: Solid Concrete or Masonry
Orientation: Right side
Wall height: 9.0'
Depth below grade: 8.0'
Insulation depth: 9.0'
470 17.0 0.0 0.046 20
Window 6: Vinyl/Fiberglass Frame:Double Pane with Low-E
SHGC: 0.50
Orientation: Right side
40 0.300 12
Basement Wall 3: Solid Concrete or Masonry
Orientation: Back
Wall height: 9.0'
Depth below grade: 8.0'
Insulation depth: 9.0'
580 17.0 0.0 0.046 25
Window 7: Vinyl/Fiberglass Frame:Double Pane with Low-E
SHGC: 0.50
Orientation: Back
45 0.300 14
Basement Wall 4: Solid Concrete or Masonry
Orientation: Left side
Wall height: 9.0'
Depth below grade: 8.0'
Insulation depth: 9.0'
470 17.0 0.0 0.046 22
Name - Title Signature Date
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2012 IECC requirements in
REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Project Title: M Sutton
Data filename: C:\ADS\ResCheck\2015\2015-148 JBC M Sutton.rck Page 2 of 9
03/11/16Report date:
Inspection Checklist
Requirements: 0.0% were addressed directly in the REScheck software
REScheck Software Version 4.6.2
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Energy Code: 2012 IECC
Section
#
& Req.ID
Pre-Inspection/Plan Review Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
103.1,
103.2
[PR1]1
Construction drawings and
documentation demonstrate
energy code compliance for the
building envelope.
Complies
Does Not
Not Observable
Not Applicable
103.1,
103.2,
403.7
[PR3]1
Construction drawings and
documentation demonstrate
energy code compliance for
lighting and mechanical systems.
Systems serving multiple
dwelling units must demonstrate
compliance with the IECC
Commercial Provisions.
Complies
Does Not
Not Observable
Not Applicable
302.1,
403.6
[PR2]2
Heating and cooling equipment is
sized per ACCA Manual S based
on loads calculated per ACCA
Manual J or other methods
approved by the code official.
Heating:
Btu/hr_____
Cooling:
Btu/hr_____
Heating:
Btu/hr_____
Cooling:
Btu/hr_____
Complies
Does Not
Not Observable
Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title: M Sutton
Data filename: C:\ADS\ResCheck\2015\2015-148 JBC M Sutton.rck Page 3 of 9
03/11/16Report date:
Section
#
& Req.ID
Foundation Inspection Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
402.1.1
[FO4]1
Conditioned basement wall
insulation R-value. Where interior
insulation is used, verification
may need to occur during
Insulation Inspection. Not
required in warm-humid locations
in Climate Zone 3.
R-_____
R-_____
R-_____
R-_____
Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
303.2
[FO5]1
Conditioned basement wall
insulation installed per
manufacturer’s instructions.
Complies
Does Not
Not Observable
Not Applicable
402.2.8
[FO6]1
Conditioned basement wall
insulation depth of burial or
distance from top of wall.
_____ ft _____ ft Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
303.2.1
[FO11]2
A protective covering is installed
to protect exposed exterior
insulation and extends a
minimum of 6 in. below grade.
Complies
Does Not
Not Observable
Not Applicable
403.8
[FO12]2
Snow- and ice-melting system
controls installed.
Complies
Does Not
Not Observable
Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title: M Sutton
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03/11/16Report date:
Section
#
& Req.ID
Framing / Rough-In Inspection Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
402.1.1,
402.3.4
[FR1]1
Door U-factor.U-_____U-_____Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
402.1.1,
402.3.1,
402.3.3,
402.3.6,
402.5
[FR2]1
Glazing U-factor (area-weighted
average).
U-_____U-_____Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
303.1.3
[FR4]1
U-factors of fenestration products
are determined in accordance
with the NFRC test procedure or
taken from the default table.
Complies
Does Not
Not Observable
Not Applicable
402.4.1.1
[FR23]1
Air barrier and thermal barrier
installed per manufacturer’s
instructions.
Complies
Does Not
Not Observable
Not Applicable
402.4.3
[FR20]1
Fenestration that is not site built
is listed and labeled as meeting
AAMA /WDMA/CSA 101/I.S.2/A440
or has infiltration rates per NFRC
400 that do not exceed code
limits.
Complies
Does Not
Not Observable
Not Applicable
402.4.4
[FR16]2
IC-rated recessed lighting fixtures
sealed at housing/interior finish
and labeled to indicate ≤2.0 cfm
leakage at 75 Pa.
Complies
Does Not
Not Observable
Not Applicable
405.2
[FR25]1
All ducts in unconditioned spaces
or outside the building envelope
are insulated to ≥R-6.
R-_____R-_____Complies
Does Not
Not Observable
Not Applicable
403.2.2
[FR13]1
All joints and seams of air ducts,
air handlers, and filter boxes are
sealed.
Complies
Does Not
Not Observable
Not Applicable
403.2.3
[FR15]3
Building cavities are not used as
ducts or plenums.
Complies
Does Not
Not Observable
Not Applicable
403.3
[FR17]2
HVAC piping conveying fluids
above 105 ºF or chilled fluids
below 55 ºF are insulated to ≥R-
3.
R-_____R-_____Complies
Does Not
Not Observable
Not Applicable
403.3.1
[FR24]1
Protection of insulation on HVAC
piping.
Complies
Does Not
Not Observable
Not Applicable
403.4.2
[FR18]2
Hot water pipes are insulated to
≥R-3.
R-_____R-_____Complies
Does Not
Not Observable
Not Applicable
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title: M Sutton
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03/11/16Report date:
Section
#
& Req.ID
Framing / Rough-In Inspection Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
403.5
[FR19]2
Automatic or gravity dampers are
installed on all outdoor air
intakes and exhausts.
Complies
Does Not
Not Observable
Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title: M Sutton
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03/11/16Report date:
Section
#
& Req.ID
Insulation Inspection Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
303.1
[IN13]2
All installed insulation is labeled
or the installed R-values
provided.
Complies
Does Not
Not Observable
Not Applicable
402.1.1,
402.2.5,
402.2.6
[IN3]1
Wall insulation R-value. If this is a
mass wall with at least ½ of the
wall insulation on the wall
exterior, the exterior insulation
requirement applies (FR10).
R-_____
Wood
Mass
Steel
R-_____
Wood
Mass
Steel
Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
303.2
[IN4]1
Wall insulation is installed per
manufacturer’s instructions.
Complies
Does Not
Not Observable
Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title: M Sutton
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03/11/16Report date:
Section
#
& Req.ID
Final Inspection Provisions Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
402.1.1,
402.2.1,
402.2.2,
402.2.6
[FI1]1
Ceiling insulation R-value.R-_____
Wood
Steel
R-_____
Wood
Steel
Complies
Does Not
Not Observable
Not Applicable
See the Envelope Assemblies
table for values.
303.1.1.1,
303.2
[FI2]1
Ceiling insulation installed per
manufacturer’s instructions.
Blown insulation marked every
300 ft².
Complies
Does Not
Not Observable
Not Applicable
402.2.3
[FI22]2
Vented attics with air permeable
insulation include baffle adjacent
to soffit and eave vents that
extends over insulation.
Complies
Does Not
Not Observable
Not Applicable
402.4.1.2
[FI17]1
Blower door test @ 50 Pa. <=5
ach in Climate Zones 1-2, and
<=3 ach in Climate Zones 3-8.
ACH 50 =_____ACH 50 =_____Complies
Does Not
Not Observable
Not Applicable
403.2.2
[FI4]1
Duct tightness test result of <=4
cfm/100 ft2 across the system or
<=3 cfm/100 ft2 without air
handler @ 25 Pa. For rough-in
tests, verification may need to
occur during Framing Inspection.
_____ cfm/100
ft2
_____ cfm/100
ft2
Complies
Does Not
Not Observable
Not Applicable
403.2.2.1
[FI24]1
Air handler leakage designated
by manufacturer at <=2% of
design air flow.
Complies
Does Not
Not Observable
Not Applicable
403.6
[FI5]1
Heating and cooling equipment
type and capacity as per plans.
Complies
Does Not
Not Observable
Not Applicable
403.1.1
[FI9]2
Programmable thermostats
installed on forced air furnaces.
Complies
Does Not
Not Observable
Not Applicable
403.1.2
[FI10]2
Heat pump thermostat installed
on heat pumps.
Complies
Does Not
Not Observable
Not Applicable
403.4.1
[FI11]2
Circulating service hot water
systems have automatic or
accessible manual controls.
Complies
Does Not
Not Observable
Not Applicable
403.5.1
[FI25]2
All mechanical ventilation system
fans not part of tested and listed
HVAC equipment meet efficacy
and air flow limits.
Complies
Does Not
Not Observable
Not Applicable
404.1
[FI6]1
75% of lamps in permanent
fixtures or 75% of permanent
fixtures have high efficacy lamps.
Does not apply to low-voltage
lighting.
Complies
Does Not
Not Observable
Not Applicable
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title: M Sutton
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03/11/16Report date:
Section
#
& Req.ID
Final Inspection Provisions Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
404.1.1
[FI23]3
Fuel gas lighting systems have
no continuous pilot light.
Complies
Does Not
Not Observable
Not Applicable
401.3
[FI7]2
Compliance certificate posted.Complies
Does Not
Not Observable
Not Applicable
303.3
[FI18]3
Manufacturer manuals for
mechanical and water heating
systems have been provided.
Complies
Does Not
Not Observable
Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title: M Sutton
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03/11/16Report date:
2012 IECC Energy
Efficiency Certificate
Insulation Rating R-Value
21.00Above-Grade Wall
17.00Below-Grade Wall
0.00Floor
52.00Ceiling / Roof
_______Ductwork (unconditioned spaces):
Glass & Door Rating SHGCU-Factor
0.500.30Window
0.500.30Door
Heating & Cooling Equipment Efficiency
_______Heating System:_________________________
_______Cooling System:_________________________
_______Water Heater:___________________________
Name:Date:
Comments
Permit
Inspection
Summary
Permit Status of (Issue) as of Report Date: 05/03/2017 9:01 am
Permit Details Permit Number: 16-00089
930 Oak Hill Way - SFR
930 Oak Hill Way
Building - Single Family Residence
Permit Issued Date: 03/25/2016
Permit Inspection Statistics
28Total Inspections Completed:
19Total Inspections Passed:
Inspection Pass Rate
67.86%
Permit Inspection History *Refer to Individual Inspection Report for more Details
Building Inspection Type
04/15/2016PassTed DyeResidential Footing Inspection
04/28/2016PassTed DyeFoundation Inspection
05/03/2016FailDon AllenRadon-Ground Inspection
05/05/2016PassTed DyeRadon-Ground Inspection
One stud missed having the sheeting stapled off all the way. Marked with green
painy, next to fireplace.
Inspector Comments:
07/18/2016FailTed DyeSheeting
The house wrap was put on before the sheeting inspection
was done, so was not able to inspect nail patterns.
Inspector Comments:
07/18/2016FailTed DyeResidential Framing/Structure Inspection
***Note: The end of a fan blade is to be 24" from a smoke detector.Inspector Comments:
07/20/2016FailTed DyeResidential Framing/Structure Inspection
07/20/2016PassTed DyeSheeting
07/21/2016PassTed DyeResidential Framing/Structure Inspection
07/26/2016FailTed DyeResidential Insulation Inspection
Ventilation baffels located on east and west walls have been pushed up tight
against the roof sheeting.
Reposition then call for a reinspection
Also insulation rulers are missing in the attic.
Inspector Comments:
07/27/2016PassTed DyeResidential Insulation Inspection
Corrections made to baffels and insulation rules hung on trtuss'sInspector Comments:
08/01/2016FailTed DyeResidential Sheetrock/Drywall Inspection
Inspection Failed because the gas pressure test has not been completed.Inspector Comments:
10/03/2016PassTed DyeResidential Sheetrock/Drywall Inspection
11/10/2016FailTed DyeResidential Building Final
11/10/2016PassTed DyeSidewalk Inspection
11/10/2016PassTed DyeResidential Building Final
Page 1 of 2
(Continued)
Permit Details Permit Number: 16-00089
930 Oak Hill Way - SFR
930 Oak Hill Way
Building - Single Family Residence
Permit Status of (Issue) as of Report Date: 05/03/2017 9:01 am
Permit
Inspection
Summary
Electrical Inspection Type
06/01/2016PassBret StoddardResidential Electrical Service Inspection
07/15/2016PassBret StoddardElectrical Rough-in SFR-A,R,B, MFR-A,R
11/09/2016FailBret StoddardResidential Electrical Final Inspection
11/10/2016PassBret StoddardResidential Electrical Final Inspection
Mechanical Inspection Type
07/18/2016FailDon AllenHVAC Rough-in
Rough in looks good
Pressure gauge on the gas line needs to be at set at 20 lb
Inspector Comments:
07/26/2016FailDon AllenGas Pressure Test
08/02/2016PassDon AllenHVAC Rough-in
Good to cover the mechanical rough inInspector Comments:
08/02/2016PassDon AllenGas Pressure Test
11/09/2016PassDon AllenHVAC Final Inspection
Good for the C/OInspector Comments:
Plumbing Inspection Type
05/03/2016PassDon AllenPlumbing Underground Inspection
07/05/2016PassDon AllenPlumbing Rough-in
Good to cover the plumbing rough inInspector Comments:
10/06/2016PassDon AllenPlumbing Sewer
Good to cover the sewer lilne.Inspector Comments:
10/06/2016PassDon AllenPlumbing Water
Good to cover the water line. Will look at the water meter for final grade at the
final of the home.
Inspector Comments:
11/08/2016PassDon AllenPlumbing Final Inspection
Good for the C/OInspector Comments:
Page 2 of 2
Estimate
Roof Plane
Hip Lines,48.75
Horizontal Overhang Lines,212.17
Raked Overhang Lines,165.19
Ridge Lines1,95.83
Roof Area,3769.96
Valley Lines,58.5
Page 1
PK-C
BM1
C 1 G D
M1SGE
M1
B1SGE
D1SGE
A1SGE
A1
A2
A3
A4GD
A8SGE
E1GE
K
1
H
J
K 1 H J
J1A
J1D
J1C
J1B
J 1 D
J 1 C
J 1 B
J1A
J1D
J1C
J1B
J 1 D
J 1 C
J 1 B
J2GD
C 1 C 2
J 1 A
J 1 A
K
2
RP1
RP2
RP3
RP4 RP5
RP6 RP7
RP8
RP9RP10
RP11
RP12
RP13
RP14
RP15
RP16
RP17
RP18
RP19 RP20
RP21
B 1 (1 3 )
D 1 (2 )
A 7 (2 )
E 1 (2 )
J 1 (5 )
J 2 (2 )
J6(5)
J6(6)
J6(5)
J6(3)
A 6 (1 0 )
BID
LAYOUT
/ /
/ /
/ /
DATEBY
ENG. BY
JOHN BLOMHURST (IF)
S
O
T
P
IH
DELIVERY INSTRUCTIONS:
Melanee SuttonJob
Name
Model:
Lot #Subdiv:
SALES REP
JOB #
Mason Morgan
ORDER DATE / /JOBSITE PHONE #
BID #16-020777
Page 1Date03/01/16
S
L
D
O
O
T
SPECIAL
INSTRUCTIONS:
/ / / /Confirmed
Date
Requested
Delivery Date
QUOTE (NO TAX) FORM
Idaho Falls, ID
(NON-ITEMIZED)
3715 Bombardier Ave.
Idaho Falls, ID 83402
Office: (208) 523-6691
Fax: (208) 522-6459
580 N. State
Shelley, ID 83274
Office: (208) 357-3468
Fax: (208) 357-7466
1402
Idaho Falls Shelley
Plant Location:
QTY SPAN OVERHANG
LEFT RIGHT
CANTILEVER
LEFT RIGHT
TOTALPRICEPRICEUNITNOTESPROFILE
Roof Trusses
LABEL T/C PITCH
B/C PITCH T/C LM B/C LM
BRACING
# ROWS
A1 1 3.0.00 49-00-00 01-06-0 01-06-002x6 DF 2x4 DF
6.0.00 5
A1SGE 1 3.0.00 49-00-00 01-06-0 01-06-002x6 DF 2x4 DF
6.0.00 5
A2 1 3.0.00 49-00-00 01-06-0 01-06-002x6 DF 2 X 8
6.0.00 5
A3 1 0.0.00 49-00-00 01-06-002x4 DF 2x4 DF
6.0.00 5
A4GD 1-2 0.0.00 48-06-00 01-06-002x6 DF 2x6 DF
6.0.00 1
A6 10 0.0.00 44-07-00 01-06-002x6 DF 2x4 DF
6.0.00 4
A7 2 0.0.00 44-11-08 01-06-00
2x6 DF 2x4 DF
6.0.00 5
A8SGE 1 0.0.00 44-11-08 01-06-002x4 DF 2x4 DF
6.0.00 6
B1 13 0.0.00 25-00-00 01-06-0 01-06-002x4 DF 2x4 DF
6.0.00 0
B1SGE 1 0.0.00 25-00-00 01-06-0 01-06-002x4 DF 2x4 DF
6.0.00 0
C1 1 0.0.00 21-10-00
2x4 DF 2x4 DF
6.0.00 0
C1GD 1-2 0.0.00 27-00-00 01-06-002x4 DF 2 X 8
6.0.00 0
C2 1 0.0.00 21-10-00
2x4 DF 2x4 DF
6.0.00 0
D1 2 3.0.00 14-00-00 01-06-0 01-06-002x4 DF 2x4 DF
6.0.00 0
D1SGE 1 3.0.00 14-00-00 01-06-0 01-06-002x4 DF 2x4 DF
6.0.00 0
E1 2 0.0.00 16-06-00 01-06-0 01-06-002x4 DF 2x4 DF
6.0.00 0
E1GE 1 0.0.00 16-06-00 01-06-0 01-06-002x4 DF 2x4 DF
6.0.00 0
J1 5 0.0.00 08-06-00 01-06-02x4 DF 2 X 4
6.0.00 0
J1A 4 0.0.00 07-11-11 01-06-02x4 DF 2x4 DF
6.0.00 0
J1B 4 0.0.00 05-11-11 01-06-02x4 DF 2x4 DF
6.0.00 0
J1C 4 0.0.00 03-11-11 01-06-02x4 DF 2x4 DF
6.0.00 0
J1D 4 0.0.00 01-11-11 01-06-02x4 DF 2x4 DF
6.0.00 0
J2 2 0.0.00 03-08-00
2x4 DF 2x4 DF
6.0.00 0
J2GD 1-2 0.0.00 03-08-00
2x4 DF 2x6 DF
6.0.00 0
BID
LAYOUT
/ /
/ /
/ /
DATEBY
ENG. BY
JOHN BLOMHURST (IF)
S
O
T
P
IH
DELIVERY INSTRUCTIONS:
Melanee SuttonJob
Name
Model:
Lot #Subdiv:
SALES REP
JOB #
Mason Morgan
ORDER DATE / /JOBSITE PHONE #
BID #16-020777
Page 2Date03/01/16
S
L
D
O
O
T
SPECIAL
INSTRUCTIONS:
/ / / /Confirmed
Date
Requested
Delivery Date
QUOTE (NO TAX) FORM
Idaho Falls, ID
(NON-ITEMIZED)
3715 Bombardier Ave.
Idaho Falls, ID 83402
Office: (208) 523-6691
Fax: (208) 522-6459
580 N. State
Shelley, ID 83274
Office: (208) 357-3468
Fax: (208) 357-7466
1402
Idaho Falls Shelley
Plant Location:
QTY SPAN OVERHANG
LEFT RIGHT
CANTILEVER
LEFT RIGHT
TOTALPRICEPRICEUNITNOTESPROFILE
Roof Trusses
LABEL T/C PITCH
B/C PITCH T/C LM B/C LM
BRACING
# ROWS
J6 19 0.0.00 01-00-00 01-06-02x4 DF 2x4 DF
6.0.00 0
K1HJ 2 0.0.00 11-11-08 02-01-02x4 DF 2x4 DF
4.2.00 0
K2 1 0.0.00 01-04-04 02-01-02x4 DF 2x4 DF
4.2.00 0
M1 1 3.0.00 14-00-00 01-06-0 01-06-002x4 DF 2x4 DF
6.0.00 0
M1SGE 1 3.0.00 14-00-00 01-06-0 01-06-002x4 DF 2x4 DF
6.0.00 0
PK-C 1 0.0.00 09-10-04
2x4 DF 2x4 DF
13..20 0
ITEM TYPEQTY NOTES PRICEUNIT TOTALPRICE
Items
DESCRIPTION
HGUS26-2(IF) HANGERS 3
HJC26 USP(IF) HANGERS 2
HUS26 SIMPSON(IF) HANGERS 10
LUS24 SIMPSON(IF) HANGERS 5
$7,755.71DELIVERED PRICE
Tax is not included in
bid price shown!!
Job
16-020777
Truss
A1
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:47 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-JwAhC2kRwJLEehqZisalJShH8Wi_zK_2yYrdsKzfKSg
Scale = 1:90.1
T3
T4
B1 B2
B3W12
W8
W7
W4 W3
W1
W2
W5 W6
W10 W11
T1
T2
B6B5B4AB
C
D
E
F
G
H
I
J KQ
P O N M L
7x10
5x6
7x10
4x6 5x6
5x6
7x10
3x6
4x4
5x8
4x4
5x6 5x8
2x4
4x6
7-0-0
7-0-0
13-6-8
6-6-8
15-3-4
1-8-12
22-8-12
7-5-8
30-7-8
7-10-12
40-2-15
9-7-7
49-0-0
8-9-1
-1-6-0
1-6-0
0-5-8
0-5-8
6-9-4
6-3-12
13-6-8
6-9-4
19-0-4
5-5-12
24-6-0
5-5-12
30-7-8
6-1-8
36-9-0
6-1-8
42-10-8
6-1-8
49-0-0
6-1-8
50-6-0
1-6-0
0-
4
-
3
12
-
7
-
3
13
-
3
-
1
5
0-
4
-
3
1-
7
-
1
0
6.00 12
3.00 12
Plate Offsets (X,Y)-- [D:0-5-0,0-3-4], [H:0-5-0,0-3-4], [L:0-4-0,0-3-0], [M:0-3-0,0-3-4], [N:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.54
0.39
0.78
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.13
-0.28
0.03
0.05
(loc)
L-M
L-M
J
J-L
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 293 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T3,T4: 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
W12,W8,W7,W10,W11: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-11-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: L-M,J-L.
WEBS 1 Row at midpt E-O, E-N, F-N, G-N, H-M
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 0-5-8.
(lb) - Max Horz B=228(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) except B=-108(LC 9), O=-448(LC 8), N=-503(LC 9), J=-297(LC 9)
Max Grav All reactions 250 lb or less at joint(s) except B=528(LC 19), O=1539(LC 19), N=2531(LC 1), J=1111(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-482/235, C-D=-219/844, D-E=-157/1013, E-F=-4/1108, F-G=0/913, G-H=-300/223,
H-I=-1248/390, I-J=-1591/426
BOT CHORD B-Q=-200/346, P-Q=-199/368, O-P=-659/221, N-O=-788/324, L-M=-73/742, J-L=-280/1317
WEBS C-Q=-9/278, C-P=-978/346, D-P=-99/391, D-O=-841/337, E-O=-669/555, E-N=-429/231,
F-N=-1267/102, G-N=-1158/390, G-M=-143/695, H-M=-811/310, H-L=-108/555, I-L=-456/230
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Bearing at joint(s) B 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 capable of withstanding 108 lb uplift at joint B, 448 lb uplift at joint O,
503 lb uplift at joint N and 297 lb uplift at joint J.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
A1SGE
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:49 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-GIHRcklhSwbyt__ypHdDPtmdeKNURELLPsKkwCzfKSe
Scale = 1:90.1
T3
T4
B1 B2
B3W12
W8
W7
W4
W3
W1
W2
W5
W6
W10 W11
T1
T2
B6B5B4
ST16
ST17
ST15
ST13
ST14
ST11
ST12
ST9
ST10
ST7
ST8ST6ST5
ST3
ST4
ST2
ST1
ST18
ST19
ST20
ST21
ST22
ST23
ST24
ST25
ST26
ST27
ST28
ST29 ST30
ST31
ST32
A B
C
D
E
F
G
H
I
J KQ
P O N M LBQBRBSBT
7x10
5x6
7x10
4x6 5x6
5x6
7x10
3x10
3x6
4x4
5x8
3x4
4x4
5x6 5x8
4x6
3x4
3x4
7-0-0
7-0-0
13-6-8
6-6-8
15-3-4
1-8-12
22-8-12
7-5-8
30-7-8
7-10-12
40-2-15
9-7-7
49-0-0
8-9-1
-1-6-0
1-6-0
0-5-8
0-5-8
6-9-4
6-3-12
13-6-8
6-9-4
19-0-4
5-5-12
24-6-0
5-5-12
30-7-8
6-1-8
36-9-0
6-1-8
42-10-8
6-1-8
49-0-0
6-1-8
50-6-0
1-6-0
0-
4
-
3
12
-
7
-
3
13
-
3
-
1
5
0-
4
-
3
1-
7
-
1
0
6.00 12
3.00 12
*** Design Problems ***
REVIEW REQUIRED
Overlapping plates
Plate Offsets (X,Y)-- [C:0-2-8,0-0-12], [D:0-5-0,0-3-4], [H:0-5-0,0-3-4], [L:0-4-0,0-3-0], [M:0-3-0,0-3-4], [N:0-4-0,0-3-0], [N:0-0-8,0-1-8], [AL:0-1-14,0-1-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.54
0.39
0.79
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.13
-0.27
0.03
-0.06
(loc)
L-M
L-M
J
N-O
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 461 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T3,T4: 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
W12,W8,W7,W10,W11: 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std *Except*
ST16,ST15,ST12: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Sheathed or 4-11-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: L-M,J-L.
WEBS 1 Row at midpt E-O, E-N, F-N, G-N, H-M
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.All bearings 0-5-8.
(lb) - Max Horz B=228(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) except B=-109(LC 35), O=-459(LC 8),
N=-527(LC 9), J=-297(LC 9)
Max Grav All reactions 250 lb or less at joint(s) except B=530(LC 26), O=1514(LC 19),
N=2480(LC 1), J=1111(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-490/233, C-D=-220/842, D-E=-162/1029, E-F=-7/1115, F-G=0/919, G-H=-300/223,
H-I=-1247/390, I-J=-1590/426
BOT CHORD B-Q=-199/353, P-Q=-198/375, O-P=-659/221, O-BQ=-798/328, BQ-BR=-798/328,
BR-BS=-798/328, N-BS=-798/328, L-M=-73/742, J-L=-281/1316
WEBS C-Q=-9/280, C-P=-980/347, D-P=-131/474, D-O=-916/365, E-O=-680/552, E-N=-427/232,
F-N=-1274/105, G-N=-1166/394, G-M=-147/704, H-M=-811/310, H-L=-108/554, I-L=-456/230
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
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 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Bearing at joint(s) B 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 109 lb uplift at joint B, 459 lb uplift at joint O,
527 lb uplift at joint N and 297 lb uplift at joint J.
Continued on page 2
Job
16-020777
Truss
A1SGE
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:49 2016 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-GIHRcklhSwbyt__ypHdDPtmdeKNURELLPsKkwCzfKSe
NOTES-
9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 69 lb up at 17-6-12, 26 lb down and 69 lb up at 19-6-12,
and 26 lb down and 69 lb up at 21-6-12, and 26 lb down and 69 lb up at 23-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-F=-84, F-K=-84, B-Q=-14, P-Q=-14, J-P=-14
Concentrated Loads (lb)
Vert: BQ=19(F) BR=19(F) BS=19(F) BT=19(F)
Job
16-020777
Truss
A2
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:50 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-kVrpq4mJDEjpV8Z8N?8Sx4JiIke_AhTUeW3HTfzfKSd
Scale = 1:88.5
T4
T5
B1 B2
B3
B4
B5
B6
B7
W15
W10 W9
W8
W4
W2
W1 W3
W5 W6
W11
W12 W16
HW1
T3
T6
B8
W13W14
T2
A B
C D
E
F
G
H
I J
K
L
M
N OY
X
W V
U T
S R Q P
12x12
6x8
5x8
10x16
10x20 MT20HS
6x12 MT20HS
9x12 MT18H
10x16
3x4
7x10
12x12
3x4
3x4
7x10
5x6
12x12
7x10
4x6
6x8
3x6
2x4
4x12
4x8
5x6
6x12
7-0-0
7-0-0
10-6-0
3-6-0
13-6-8
3-0-8
15-4-0
1-9-8
22-8-0
7-4-0
30-7-8
7-11-8
36-9-0
6-1-8
42-10-8
6-1-8
49-0-0
6-1-8
-1-6-0
1-6-0
0-5-8
0-5-8
6-9-4
6-3-12
10-6-0
3-8-12
13-6-8
3-0-8
15-4-0
1-9-8
22-8-0
7-4-0
24-6-0
1-10-0
30-7-8
6-1-8
36-9-0
6-1-8
42-10-8
6-1-8
49-0-0
6-1-8
50-6-0
1-6-0
0-
4
-
3
12
-
7
-
3
13
-
3
-
1
5
0-
4
-
3
2-
0
-
0
6.00 12
3.00 12
Plate Offsets (X,Y)-- [B:0-0-1,0-6-6], [B:1-10-11,Edge], [B:0-8-1,0-3-1], [C:0-2-4,0-2-12], [D:0-6-0,Edge], [E:0-4-0,Edge], [G:0-5-8,Edge], [N:0-1-11,Edge], [Q:0-3-8,Edge], [W:0-8-0
,0-3-8], [Y:0-7-4,0-4-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.93
0.76
0.80
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.71
-1.16
0.64
0.36
(loc)
T-U
T-U
N
T-U
l/defl
>819
>501
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
MT18H
Weight: 369 lb FT = 20%
GRIP
220/195
165/146
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except*
T1,T6,T2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B1,B2: 2x8 DF SS, B3,B5: 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
W15,W10,W11,W12,W16,W13: 2x4 DF Stud/Std
SLIDER Left 2x4 DF Stud/Std 4-4-3
BRACING-
TOP CHORD Sheathed or 1-7-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
1 Row at midpt I-T
WEBS 1 Row at midpt G-W, H-T, J-R, K-R
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=2529/0-5-8 (min. 0-2-9), N=2529/0-5-8 (min. 0-2-11)
Max Horz B=229(LC 12)
Max UpliftB=-497(LC 8), N=-497(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-8479/1695, C-D=-8209/1645, D-E=-8181/1647, E-F=-8118/1659, F-G=-4936/1036,
G-H=-4974/962, H-I=-3626/674, I-J=-3485/782, J-K=-3400/796, K-L=-4077/906,
L-M=-4060/760, M-N=-4642/843
BOT CHORD B-Y=-1689/7651, X-Y=-897/4494, W-X=-652/3551, U-V=-272/57, H-U=-186/1160,
T-U=-818/4522, I-T=-433/232, Q-R=-339/2977, P-Q=-649/4012, N-P=-649/4012
WEBS G-X=-474/1804, G-W=-4517/834, U-W=-986/5488, G-U=-493/2915, H-T=-1736/509,
R-T=-317/2786, J-T=-566/2258, J-R=-432/798, K-R=-1096/470, K-Q=-375/1048,
L-Q=-528/262, M-Q=-568/218, F-X=-1866/519, F-Y=-906/4121
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Bearing at joint(s) B 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 497 lb uplift at joint B and 497 lb uplift at joint
N.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
A3
Truss Type
ROOF SPECIAL
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:51 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-ChPB1Qny_Yrg6I8KxifhUIsx57_bv7?etApq?5zfKSc
Scale = 1:88.3
T3
T4
B1
B2
B3
B4
B5
W10
W8
W7
W4
W1 W3
W5
W6
W9 W12T1
T2
T5
B7B6W11
A
B
C D
E
F G
H
I
J
K L
S R
Q P
O N M
7x10
5x8
5x6
3x4
12x12
3x4
3x4
3x6
8x12
12x20 MT18H
6x8
3x10
7x10
5x8
2x4
4x6
5x6
3x4
9-0-0
9-0-0
15-4-0
6-4-0
22-8-0
7-4-0
30-7-8
7-11-8
40-2-11
9-7-3
49-0-0
8-9-5
0-5-8
0-5-8
9-0-0
8-6-8
15-4-0
6-4-0
22-8-0
7-4-0
24-6-0
1-10-0
30-7-8
6-1-8
36-9-0
6-1-8
42-10-8
6-1-8
49-0-0
6-1-8
50-6-0
1-6-0
0-
4
-
3
12
-
7
-
3
13
-
3
-
1
5
0-
4
-
3
2-
0
-
0
6.00 12
Plate Offsets (X,Y)-- [A:0-1-11,Edge], [C:0-3-0,Edge], [I:0-4-0,0-3-0], [K:0-1-11,Edge], [N:0-3-8,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.67
0.73
0.84
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.54
-0.96
0.40
0.27
(loc)
P-Q
P-Q
K
P-Q
l/defl
>999
>604
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT18H
Weight: 297 lb FT = 20%
GRIP
220/195
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
W10,W7,W12,W11: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 2-3-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing. Except:
1 Row at midpt F-P
WEBS 1 Row at midpt E-P, G-N, H-N, H-M
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)A=2376/0-5-8 (min. 0-2-9), K=2532/0-5-8 (min. 0-2-11)
Max Horz A=-243(LC 13)
Max UpliftA=-448(LC 8), K=-497(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-4659/902, B-C=-4363/793, C-D=-4186/804, D-E=-5209/984, E-F=-3579/673,
F-G=-3472/788, G-H=-3396/795, H-I=-4715/1172, I-J=-4300/819, J-K=-4628/854
BOT CHORD A-S=-951/4059, E-Q=-228/1264, P-Q=-831/4571, F-P=-498/253, M-N=-337/2964,
K-M=-659/4003
WEBS D-S=-1137/283, Q-S=-814/3997, D-Q=-44/788, E-P=-1875/537, N-P=-300/2742,
G-P=-585/2277, G-N=-440/843, H-N=-1089/488, H-M=-630/1629, I-M=-784/401, J-M=-414/226,
B-S=-299/175
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 448 lb uplift at joint A and 497 lb uplift at joint
K.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
A4GD
Truss Type
ROOF SPECIAL GIRDER
Qty
1
Ply
2 Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:52 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-gtzaFmoalrzXkSjXUQAx0VOBEXROedVn5qYOXXzfKSb
Scale = 1:83.0
T3 T3
B1
B2
B3
B4
B5
W17 W15
W14
W13 W10
W9
W6
W5 W4
W2
W1
W3
W7 W8
W11
W12 W16T1
T2
T4
B6
A
B
CD
E
F
G H
I
J
K
L
M N
Y X W V
U
T
S
R Q P OZ
4x6
6x8
4x6
4x6
3x4
7x10
7x10
3x4
3x4
5x6
2x4 4x6
3x10
4x4
5x8
3x6
4x4
3x10
4x4
5x8
2x4
3x6
2x4
4x6
3-8-4
3-8-4
7-4-13
3-8-9
11-1-7
3-8-9
14-10-0
3-8-9
18-6-0
3-8-0
22-2-0
3-8-0
30-1-8
7-11-8
36-3-0
6-1-8
42-4-8
6-1-8
48-6-0
6-1-8
0-5-8
0-5-8
3-8-4
3-2-12
9-3-2
5-6-14
14-10-0
5-6-14
18-6-0
3-8-0
22-2-0
3-8-0
24-0-0
1-10-0
30-1-8
6-1-8
36-3-0
6-1-8
42-4-8
6-1-8
48-6-0
6-1-8
50-0-0
1-6-0
0-
7
-
3
12
-
7
-
3
13
-
3
-
1
5
0-
4
-
3
2-
0
-
0
6.00 12
Plate Offsets (X,Y)-- [A:0-0-0,0-1-10], [B:0-2-12,0-3-0], [D:0-2-8,Edge], [K:0-3-0,Edge], [P:0-3-4,0-3-0], [S:0-4-12,0-2-4], [U:0-5-12,0-4-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.33
0.31
0.63
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.13
-0.23
0.10
0.07
(loc)
P-Q
Q-R
M
P
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 706 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
T3: 2x6 DF 1800F 1.6E or 2x6 DF SS
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
B1: 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std *Except*
W5,W4,W2,W1,W3,W7,W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: A-Y,X-Y.
1 Row at midpt G-S
REACTIONS.(lb/size)A=-629/Mechanical, Y=5152/0-3-8 (min. 0-2-12), M=2233/0-5-8 (min. 0-1-8)
Max Horz A=-243(LC 28)
Max UpliftA=-907(LC 15), Y=-1040(LC 8), M=-468(LC 28)
Max GravA=333(LC 27), Y=5152(LC 1), M=2233(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-494/2279, B-C=-924/275, C-D=-3156/584, D-E=-3045/601, E-F=-2858/565,
F-G=-2583/535, G-H=-2448/562, H-I=-2749/732, I-J=-3441/845, J-K=-3220/702,
K-L=-3420/680, L-M=-3997/777
BOT CHORD A-Z=-1889/381, Y-Z=-1889/381, X-Y=-1761/365, W-X=-325/1355, T-U=-480/2753,
S-T=-354/2496, P-Q=-230/2392, O-P=-589/3437, M-O=-589/3437
WEBS B-Y=-3328/732, B-X=-523/2873, C-X=-1781/339, C-W=-574/194, U-W=-287/1296,
C-U=-250/1781, E-T=-518/218, F-T=-115/382, F-S=-670/262, Q-S=-194/2059, H-S=-317/1166,
H-Q=-454/940, I-Q=-1105/472, I-P=-378/1058, J-P=-544/271, L-P=-548/206
NOTES-
1) Special connection required to distribute bottom chord loads equally between all plies.
2) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-2-0 oc, 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
3) 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.
4) Unbalanced roof live loads have been considered for this design.
5) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 907 lb uplift at joint A, 1040 lb uplift at joint Y
and 468 lb uplift at joint M.
9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
Continued on page 2
Job
16-020777
Truss
A4GD
Truss Type
ROOF SPECIAL GIRDER
Qty
1
Ply
2 Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:52 2016 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-gtzaFmoalrzXkSjXUQAx0VOBEXROedVn5qYOXXzfKSb
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 940 lb down and 201 lb up at 1-9-12, and 940 lb down and 213 lb up at
3-7-12 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: A-H=-84, H-N=-84, A-V=-14, S-U=-14, M-R=-14
Concentrated Loads (lb)
Vert: Y=-940(B) Z=-940(B)
Job
16-020777
Truss
A6
Truss Type
ROOF SPECIAL
Qty
10
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:52 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-gtzaFmoalrzXkSjXUQAx0VO3ZXKDed7n5qYOXXzfKSb
Scale = 1:80.2
T2
T3
B1
B3
B4
W8
W7
W4
W2
W1 W3
W5 W6
W9
W10 W11
HW1
T1
T4
B2
B5
A
B
C
D
E
F
G
H
I
J
P O
N M L K
7x10
5x6
5x8
6x8
5x8
2x4
3x4
1.5x4
7x10
4x12
4x6
6x8
3x4
1.5x4
5x6
9-1-8
9-1-8
18-3-0
9-1-8
26-2-8
7-11-8
32-4-0
6-1-8
38-5-8
6-1-8
44-7-0
6-1-8
0-5-8
0-5-8
6-1-0
5-7-8
12-2-0
6-1-0
18-3-0
6-1-0
20-1-0
1-10-0
26-2-8
6-1-8
32-4-0
6-1-8
38-5-8
6-1-8
44-7-0
6-1-8
46-1-0
1-6-0
0-
6
-
1
1
10
-
7
-
3
12
-
7
-
3
13
-
3
-
1
5
0-
4
-
3
2-
0
-
0
6.00 12
Plate Offsets (X,Y)-- [C:0-5-0,0-3-4], [I:0-1-11,Edge], [L:0-3-8,0-3-0], [O:0-4-8,0-2-4], [P:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.88
0.71
0.59
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.31
-0.61
0.23
0.15
(loc)
D
O-P
I
L-M
l/defl
>999
>866
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 279 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except*
T1,T4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
W8,W7,W9,W10,W11: 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 2-8-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-0-2 oc bracing. Except:
1 Row at midpt D-O
WEBS 1 Row at midpt C-O, E-M, F-M
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)A=2167/Mechanical, I=2324/0-5-8 (min. 0-2-8)
Max Horz A=-287(LC 9)
Max UpliftA=-392(LC 8), I=-483(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-4085/726, B-C=-3751/686, C-D=-2916/569, D-E=-2773/620, E-F=-2944/763,
F-G=-3628/874, G-H=-3611/728, H-I=-4204/812
BOT CHORD A-P=-684/3494, O-P=-493/3070, D-O=-316/169, L-M=-252/2569, K-L=-622/3624,
I-K=-622/3624
WEBS B-P=-378/219, C-P=-88/479, C-O=-829/317, M-O=-205/2292, E-O=-389/1525, E-M=-444/886,
F-M=-1097/470, F-L=-375/1052, G-L=-527/262, H-L=-576/219
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 392 lb uplift at joint A and 483 lb uplift at joint
I.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
A7
Truss Type
ROOF SPECIAL
Qty
2
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:53 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-84XyS6oCW95OMcIj27hAZjxLuxlIN3HwKUIx3zzfKSa
Scale = 1:80.4
T2
T3
B1
B3
B4
W8
W7
W4
W2
W1
W3
W5 W6
W9
W10 W11
T1
T4
B2
B5
A
B
C
D
E
F
G
H
I
J
P O
N M L K
5x6
5x6
3x6
5x8
2x4
3x12 MT20HS
1.5x4
7x10
8x12
4x8
4x6
5x8
3x4
1.5x4
3x6
9-2-12
9-2-12
18-5-8
9-2-12
18-8-4
0-2-12
26-7-0
7-10-12
32-8-8
6-1-8
38-10-0
6-1-8
44-11-8
6-1-8
0-5-8
0-5-8
6-1-13
5-8-5
12-3-11
6-1-13
18-5-8
6-1-13
20-5-8
2-0-0
26-7-0
6-1-8
32-8-8
6-1-8
38-10-0
6-1-8
44-11-8
6-1-8
46-5-8
1-6-0
0-
4
-
7
10
-
7
-
3
12
-
7
-
3
13
-
3
-
1
5
0-
4
-
3
2-
0
-
0
6.00 12
Plate Offsets (X,Y)-- [C:0-5-0,0-3-4], [G:0-2-12,Edge], [L:0-3-4,0-3-0], [P:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.40
0.40
0.66
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.14
-0.29
-0.03
0.06
(loc)
O-P
O-P
N
L
l/defl
>999
>772
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 279 lb FT = 20%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except*
T1,T4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
W8,W7,W9,W10,W11: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-6-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 3-11-0 oc bracing. Except:
1 Row at midpt D-O
WEBS 1 Row at midpt C-O, E-O, E-M, F-M
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)A=510/0-5-8 (min. 0-1-8), N=2841/0-5-8 (min. 0-3-0), I=1161/0-5-8 (min. 0-1-8)
Max Horz A=-287(LC 9)
Max UpliftA=-124(LC 8), N=-462(LC 8), I=-337(LC 9)
Max GravA=640(LC 19), N=2841(LC 1), I=1261(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-918/175, B-C=-549/233, C-D=-75/945, D-E=0/795, E-F=-592/440, F-G=-1297/555,
G-H=-1284/409, H-I=-1933/501
BOT CHORD A-P=-207/747, O-P=-304/289, N-O=-2793/490, D-O=-474/213, L-M=-123/459, K-L=-346/1616,
I-K=-346/1616
WEBS B-P=-510/247, C-P=-104/573, C-O=-863/325, M-O=-409/322, E-O=-1803/336, E-M=-542/1473,
F-M=-1119/474, F-L=-381/1083, G-L=-519/261, H-L=-648/231
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint A, 462 lb uplift at joint N
and 337 lb uplift at joint I.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
A8SGE
Truss Type
ROOF SPECIAL STRUCTU
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:55 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-4SeitnqS2mL6bvS5AYkee80gOlQgrzNDoon28szfKSY
Scale = 1:89.3
T2
T3
B1
B3
B4
W8
W7 W4
W1
W3
W5 W6
W9
W10
ST14
ST15
ST16
ST12
ST13
ST10
ST11
ST8
ST9
ST7
ST5
ST6
ST4
ST3ST2
ST1
ST17
ST18
ST19
ST20
ST21
ST22
ST23
ST24
ST25
ST26
ST27 ST28
ST29
ST30
ST31
T1
B2
B6B5
A
B
C
D E
F
G
H
I JON
M L
KBLBMBNBOBP
5x8
5x6
3x4
5x8
3x6
5x8
2x4
6x12 MT20HS
8x12
5x8
3x10
6x8
3x6
9-2-12
9-2-12
18-5-8
9-2-12
18-8-4
0-2-12
26-7-0
7-10-12
36-1-8
9-6-8
44-11-8
8-10-0
0-5-8
0-5-8
6-1-13
5-8-5
12-3-11
6-1-13
18-5-8
6-1-13
20-5-8
2-0-0
26-7-0
6-1-8
32-8-8
6-1-8
38-10-0
6-1-8
44-11-8
6-1-8
46-5-8
1-6-0
0-
4
-
7
10
-
7
-
3
12
-
7
-
3
13
-
3
-
1
5
0-
4
-
3
2-
0
-
0
6.00 12
Plate Offsets (X,Y)-- [C:0-4-0,0-3-0], [E:0-1-8,0-1-8], [G:0-4-0,0-3-0], [K:0-3-4,0-3-4], [L:0-3-4,0-3-0], [O:0-4-0,0-3-0], [R:0-1-10,0-0-12], [T:0-1-10,0-0-12]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.46
0.40
0.69
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.15
-0.33
-0.03
0.08
(loc)
K-L
K-L
M
K
l/defl
>999
>953
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
MT20HS
Weight: 396 lb FT = 20%
GRIP
220/195
165/146
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
W8,W7,W10: 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std *Except*
ST12,ST20: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Sheathed or 4-5-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 3-11-10 oc bracing. Except:
1 Row at midpt D-N
WEBS 1 Row at midpt C-N, E-N, E-L, F-L, F-K
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)A=509/0-5-8 (min. 0-1-8), M=2769/0-5-8 (min. 0-2-15), I=1139/0-5-8 (min. 0-1-8)
Max Horz A=-289(LC 9)
Max UpliftA=-123(LC 34), M=-508(LC 8), I=-333(LC 9)
Max GravA=663(LC 26), M=2769(LC 1), I=1231(LC 20)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-963/186, B-C=-599/258, C-D=-87/941, D-E=0/820, E-F=-533/434, F-G=-1919/829,
G-H=-1497/467, H-I=-1851/508
BOT CHORD A-O=-205/787, N-O=-320/327, M-N=-2752/521, D-N=-449/212, L-BO=-238/404,
BO-BP=-238/404, K-BP=-238/404, I-K=-354/1550
WEBS B-O=-505/247, C-O=-103/566, C-N=-869/327, L-N=-403/361, E-N=-1807/402, E-L=-590/1408,
F-L=-1110/490, F-K=-651/1702, G-K=-796/408, H-K=-484/245
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
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 MT20 plates unless otherwise indicated.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint A, 508 lb uplift at joint M
and 333 lb uplift at joint I.
9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 69 lb up at 20-6-4,
26 lb down and 69 lb up at 22-6-4, 26 lb down and 69 lb up at 24-6-4, and 26 lb down and 69 lb up at 26-6-4, and 26 lb down and 69
lb up at 28-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on page 2
Job
16-020777
Truss
A8SGE
Truss Type
ROOF SPECIAL STRUCTU
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:55 2016 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-4SeitnqS2mL6bvS5AYkee80gOlQgrzNDoon28szfKSY
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-E=-84, E-J=-84, A-N=-14, I-M=-14
Concentrated Loads (lb)
Vert: BL=19(B) BM=19(B) BN=19(B) BO=19(B) BP=19(B)
Job
16-020777
Truss
B1
Truss Type
COMMON
Qty
13
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:56 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-ZfC447r4p4TzD31IjFFtBLZr48nGaYxN0SWbgIzfKSX
Scale = 1:45.1
T1 T1
B1
W1
W2
W1
W2
B2A
B
C
D
E
F
G
J I H
4x6
4x4 3x4 3x4
1.5x4
3x4
1.5x4
4x4
8-4-0
8-4-0
16-8-0
8-4-0
25-0-0
8-4-0
-1-6-0
1-6-0
0-5-8
0-5-8
6-3-0
5-9-8
12-6-0
6-3-0
18-9-0
6-3-0
25-0-0
6-3-0
26-6-0
1-6-0
0-
4
-
3
6-
7
-
3
7-
3
-
1
5
0-
4
-
3
6.00 12
Plate Offsets (X,Y)-- [B:0-1-8,Edge], [F:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.47
0.38
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.10
-0.22
0.06
0.05
(loc)
J
B-J
F
B-J
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 106 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
W2: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-2-7 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)B=1354/0-3-8 (min. 0-1-8), F=1354/0-3-8 (min. 0-1-8)
Max Horz B=124(LC 12)
Max UpliftB=-275(LC 8), F=-275(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-2149/390, C-D=-1849/379, D-E=-1849/379, E-F=-2149/391
BOT CHORD B-J=-374/1816, I-J=-134/1188, H-I=-134/1188, F-H=-251/1816
WEBS D-H=-170/656, E-H=-511/256, D-J=-170/656, C-J=-511/256
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint B and 275 lb uplift at joint
F.
5) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
B1SGE
Truss Type
COMMON STRUCTURAL GA
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:56 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-ZfC447r4p4TzD31IjFFtBLZr68nNaYwN0SWbgIzfKSX
Scale = 1:46.9
T1 T1
B1
W1
W2
W1
W2
ST7
ST5
ST6
ST4
ST3ST2
ST1
ST5
ST6
ST4
ST3 ST2
ST1
B1B2A
B
C
D
E
F
G
I H
AG
AH AI AJ AK AL
4x6
2x4
4x4 5x6 5x6 4x4
8-4-0
8-4-0
16-8-0
8-4-0
25-0-0
8-4-0
-1-6-0
1-6-0
0-5-8
0-5-8
6-3-0
5-9-8
12-6-0
6-3-0
18-9-0
6-3-0
25-0-0
6-3-0
26-6-0
1-6-0
0-
4
-
3
6-
7
-
3
7-
3
-
1
5
0-
4
-
3
6.00 12
Plate Offsets (X,Y)-- [B:0-1-8,Edge], [D:0-2-0,0-0-4], [F:0-1-8,Edge], [H:0-3-0,0-3-4], [I:0-3-0,0-3-4]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.46
0.37
0.16
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
0.12
-0.21
0.06
-0.11
(loc)
F-H
B-I
F
F-H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 153 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except*
W2: 2x4 DF Stud/Std
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 4-3-2 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)B=1330/0-3-8 (min. 0-1-8), F=1237/0-3-8 (min. 0-1-8)
Max Horz B=124(LC 8)
Max UpliftB=-285(LC 8), F=-267(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-2096/412, C-D=-1797/401, D-E=-1735/419, E-AG=-1824/430, F-AG=-2016/386
BOT CHORD B-I=-393/1770, I-AH=-154/1140, H-AH=-154/1140, H-AI=-285/1709, AI-AJ=-285/1709,
AJ-AK=-285/1709, AK-AL=-285/1709, F-AL=-285/1709
WEBS D-H=-202/591, E-H=-500/253, D-I=-175/666, C-I=-512/256
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint B and 267 lb uplift at joint
F.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 lb down and 209 lb up at
24-0-0 on top chord, and 26 lb down and 69 lb up at 14-11-4, 26 lb down and 69 lb up at 16-11-4, 26 lb down and 69 lb up at 18-11-4,
26 lb down and 69 lb up at 20-11-4, and 26 lb down and 69 lb up at 22-11-4, and 26 lb up at 24-0-0 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-D=-84, D-G=-84, B-F=-14
Continued on page 2
Job
16-020777
Truss
B1SGE
Truss Type
COMMON STRUCTURAL GA
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:57 2016 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-1rmTITsiaObqqDbUHzm6jZ60rY7cJ?AWF6G9ClzfKSW
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: H=19(F) AG=37(F) AH=19(F) AI=19(F) AJ=19(F) AK=19(F) AL=11(F)
Job
16-020777
Truss
C1
Truss Type
HIP
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:57 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-1rmTITsiaObqqDbUHzm6jZ6ylY6yJxNWF6G9ClzfKSW
Scale = 1:37.8
0-
1
-
1
1
0-
1
-
1
1
T1
T2
T3
B1
W3
W2 W1 W2
HW1 W5W4
B2
A
B
C
D E
F
I H G4x8
4x4
4x6 5x8
5x6 3x10
1.5x4
2x4
5x6
9-7-0
9-7-0
15-7-0
6-0-0
21-10-0
6-3-0
0-5-8
0-5-8
4-9-8
4-4-0
9-7-0
4-9-8
15-7-0
6-0-0
21-10-0
6-3-0
0-
9
-
1
1
5-
5
-
8
5-
7
-
3
2-
5
-
1
1
5-
5
-
8
6.00 12
Plate Offsets (X,Y)-- [A:0-3-8,Edge], [E:0-4-0,0-1-15], [H:0-3-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.73
0.42
0.40
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.12
-0.25
0.03
0.02
(loc)
A-I
A-I
G
I
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 110 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std *Except*
W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
SLIDER Left 2x6 DF 1800F 1.6E or SS 2-8-2
BRACING-
TOP CHORD Sheathed or 5-0-13 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)A=1063/Mechanical, G=1063/Mechanical
Max Horz A=144(LC 8)
Max UpliftA=-187(LC 8), G=-155(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-1704/296, B-C=-1598/314, C-D=-1347/223, D-E=-1131/239, E-F=-1139/159,
F-G=-1021/176
BOT CHORD A-I=-341/1386, H-I=-110/931
WEBS C-I=-305/200, E-I=-91/378, F-H=-117/908
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint A and 155 lb uplift at joint
G.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
C1GD
Truss Type
HIP GIRDER
Qty
1
Ply
2 Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:58 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-V1KrVpsLLhjgSNAgrgHLGmeELyTn2LggUm0ilBzfKSV
Scale = 1:47.2
0-
1
-
1
1
0-
1
-
1
1
T1
T2
T3
B1
W5 W4
W3 W2 W1 W2 W3
W4 W5
B1
A
B
C D E
F
G
H
M L K J INOPQR S T
4x8
5x6 5x6
3x4
3x6 8x12 8x12
3x10
8x12
3x4
3x6
4x8
4-3-0
4-3-0
8-6-0
4-3-0
13-6-0
5-0-0
18-6-0
5-0-0
22-9-0
4-3-0
27-0-0
4-3-0
0-5-8
0-5-8
4-3-0
3-9-8
8-6-0
4-3-0
13-6-0
5-0-0
18-6-0
5-0-0
22-9-0
4-3-0
27-0-0
4-3-0
28-6-0
1-6-0
0-
4
-
3
4-
5
-
8
4-
7
-
3
5-
3
-
1
5
0-
4
-
3
4-
5
-
8
6.00 12
Plate Offsets (X,Y)-- [A:0-4-0,0-1-15], [G:0-4-0,0-1-15], [K:0-6-0,0-6-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.29
0.38
0.59
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.16
-0.27
0.06
0.12
(loc)
K
J-K
G
K
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 329 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x8 DF SS
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 5-0-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)A=3081/0-5-8 (min. 0-1-10), G=4097/0-5-8 (min. 0-2-3)
Max Horz A=-103(LC 35)
Max UpliftA=-1458(LC 8), G=-1243(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-6502/2279, B-C=-6544/2321, C-D=-5731/2074, D-E=-6032/2107, E-F=-6883/2358,
F-G=-7614/2349
BOT CHORD A-N=-2050/5748, M-N=-2050/5748, L-M=-2050/5748, L-O=-2422/7010, O-P=-2422/7010,
K-P=-2422/7010, K-Q=-2422/7010, Q-R=-2422/7010, J-R=-2422/7010, I-J=-2046/6742,
I-S=-2046/6742, S-T=-2046/6742, G-T=-2046/6742
WEBS B-M=-327/86, B-L=-212/402, C-L=-931/2522, D-L=-1777/601, D-K=-445/1167, D-J=-1390/559,
E-J=-945/2672, F-J=-703/125, F-I=-58/422
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.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1458 lb uplift at joint A and 1243 lb uplift at
joint G.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 343 lb down and 789 lb up at 0-9-8
, 958 lb down and 467 lb up at 8-6-0, 349 lb down and 155 lb up at 10-0-12, 349 lb down and 155 lb up at 12-0-12, 349 lb down and
155 lb up at 13-6-0, 349 lb down and 155 lb up at 14-11-4, 349 lb down and 155 lb up at 16-11-4, 958 lb down and 467 lb up at
18-6-0, 655 lb down and 122 lb up at 22-10-8, and 138 lb down and 32 lb up at 23-11-4, and 138 lb down and 32 lb up at 25-11-4 on
bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
Continued on page 2
Job
16-020777
Truss
C1GD
Truss Type
HIP GIRDER
Qty
1
Ply
2 Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:58 2016 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-V1KrVpsLLhjgSNAgrgHLGmeELyTn2LggUm0ilBzfKSV
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: A-C=-84, C-E=-84, E-H=-84, A-G=-14
Concentrated Loads (lb)
Vert: L=-958(B) K=-349(B) J=-958(B) I=-655 N=168(F) O=-349(B) P=-349(B) Q=-349(B) R=-349(B) S=-138(F) T=-138(F)
Job
16-020777
Truss
C2
Truss Type
HIP
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:59 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-zDuDj9tz5?rX4XltPOoap_BNKMqanntpiQlFHdzfKSU
Scale = 1:40.3
0-
1
-
1
1
0-
1
-
1
1
T1
T2
T3
B1
W6 W3
W2 W1 W2
W4
HW1 W7
W5
B2
A
B
C
D E
F
G
K J I H5x6
4x4
4x4
5x8
4x4
2x4
3x4
1.5x4 3x4 5x8
3x4
3x6
5-8-8
5-8-8
11-5-0
5-8-8
13-9-0
2-4-0
21-10-0
8-1-0
0-5-8
0-5-8
5-8-8
5-3-0
11-5-0
5-8-8
13-9-0
2-4-0
17-9-8
4-0-8
21-10-0
4-0-8
0-
9
-
1
1
6-
4
-
8
6-
6
-
3
2-
5
-
1
1
6-
4
-
8
6.00 12
Plate Offsets (X,Y)-- [A:0-2-0,0-0-2], [D:0-4-0,0-1-15], [I:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.40
0.28
0.66
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.09
-0.19
0.04
0.03
(loc)
H-I
H-I
H
J-K
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 124 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
SLIDER Left 2x6 DF 1800F 1.6E or SS 3-2-5
BRACING-
TOP CHORD Sheathed or 5-3-6 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)A=1063/Mechanical, H=1063/Mechanical
Max Horz A=160(LC 8)
Max UpliftA=-199(LC 8), H=-173(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-1696/288, B-C=-1507/305, C-D=-1183/230, D-E=-882/206, E-F=-1072/211
BOT CHORD A-K=-344/1392, J-K=-344/1392, I-J=-156/956, H-I=-125/823
WEBS C-J=-526/217, D-J=-91/309, D-I=-319/118, F-H=-1164/191
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint A and 173 lb uplift at joint
H.
7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
D1
Truss Type
SCISSORS
Qty
2
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:59 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-zDuDj9tz5?rX4XltPOoap_BKvMpynsupiQlFHdzfKSU
Scale = 1:28.0
T1 T1
B1 B1
W1
A
B
C
D
E
F
4x6
4x4
5x6
4x4
7-0-0
7-0-0
14-0-0
7-0-0
-1-6-0
1-6-0
0-5-8
0-5-8
7-0-0
6-6-8
14-0-0
7-0-0
15-6-0
1-6-0
0-
4
-
3
3-
1
0
-
3
4-
6
-
1
5
0-
4
-
3
1-
7
-
1
0
6.00 12
3.00 12
Plate Offsets (X,Y)-- [B:0-2-13,0-0-13], [D:0-2-13,0-0-13]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.62
0.38
0.34
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.10
-0.20
0.10
0.07
(loc)
B-F
B-F
D
B-F
l/defl
>999
>804
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 48 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 3-11-13 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)B=814/0-5-8 (min. 0-1-8), D=814/0-5-8 (min. 0-1-8)
Max Horz B=-75(LC 9)
Max UpliftB=-174(LC 8), D=-174(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1541/189, C-D=-1541/219
BOT CHORD B-F=-142/1296, D-F=-140/1296
WEBS C-F=-29/762
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Bearing at joint(s) B, D 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 capable of withstanding 174 lb uplift at joint B and 174 lb uplift at joint
D.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
D1SGE
Truss Type
SCISSOR SUPPORTED GA
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:35:59 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-zDuDj9tz5?rX4XltPOoap_BLKMoZnx8piQlFHdzfKSU
Scale = 1:28.0
T1 T1
B1 B1
ST2
ST1 ST1
A
B
C
D
E
H
G
F
4x6
3x6
5x6
1.5x4
1.5x4
1.5x4
1.5x4
3x6
7-0-0
7-0-0
14-0-0
7-0-0
-1-6-0
1-6-0
0-5-8
0-5-8
7-0-0
6-6-8
14-0-0
7-0-0
15-6-0
1-6-0
0-
4
-
3
3-
1
0
-
3
4-
6
-
1
5
0-
4
-
3
1-
7
-
1
0
6.00 12
3.00 12
Plate Offsets (X,Y)-- [B:0-1-9,0-0-9], [D:0-1-9,0-0-9]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.53
0.41
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.05
-0.07
0.01
0.03
(loc)
B-H
B-H
D
B-H
l/defl
>999
>838
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 51 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed 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 14-0-0 except (jt=length) D=0-3-8, D=0-3-8.
(lb) - Max Horz B=-76(LC 13)
Max Uplift All uplift 100 lb or less at joint(s) G, H, F except B=-156(LC 8), D=-179(LC 9)
Max Grav All reactions 250 lb or less at joint(s) G, H, F except B=558(LC 1), D=571(LC 1), D=571(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-739/192, C-D=-738/195
BOT CHORD B-H=-124/568, G-H=-109/532, F-G=-112/533, D-F=-118/567
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
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 studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Bearing at joint(s) D 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) G, H, F except (jt=lb)
B=156, D=179.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
E1
Truss Type
COMMON
Qty
2
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:36:00 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-RQSbwVubsJzOhhK3y5JpLBkbFmACWMXyx4Vpp3zfKST
Scale = 1:31.5
T1 T1
B1
W1
W2W2
B1
A
B
C
D
E
F
G
H
4x4
3x4 5x8
1.5x4 1.5x4
3x4
8-3-0
8-3-0
16-6-0
8-3-0
-1-6-0
1-6-0
0-5-8
0-5-8
4-1-8
3-8-0
8-3-0
4-1-8
12-4-8
4-1-8
16-6-0
4-1-8
18-0-0
1-6-0
0-
4
-
3
4-
5
-
1
1
5-
2
-
7
0-
4
-
3
6.00 12
Plate Offsets (X,Y)-- [B:0-2-10,0-1-8], [F:0-2-10,0-1-8], [H:0-4-0,0-3-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.20
0.32
0.18
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.07
-0.15
0.03
0.02
(loc)
F-H
F-H
F
H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 70 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 5-9-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=937/0-5-8 (min. 0-1-8), F=937/0-5-8 (min. 0-1-8)
Max Horz B=87(LC 12)
Max UpliftB=-197(LC 8), F=-197(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1299/249, C-D=-935/169, D-E=-935/169, E-F=-1299/249
BOT CHORD B-H=-229/1081, F-H=-143/1081
WEBS D-H=-38/415, E-H=-382/188, C-H=-382/187
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=197,
F=197.
5) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
E1GE
Truss Type
COMMON SUPPORTED GAB
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:36:00 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-RQSbwVubsJzOhhK3y5JpLBkc0mEIWOfyx4Vpp3zfKST
Scale = 1:31.5
T1 T1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
B2
A
B
C
D
E
F
G
H
I
J
K
S R Q P O N M L
4x4
3x4
3x4
3x4
16-6-0
16-6-0
-1-6-0
1-6-0
0-5-8
0-5-8
8-3-0
7-9-8
16-6-0
8-3-0
18-0-0
1-6-0
0-
4
-
3
4-
5
-
1
1
5-
2
-
7
0-
4
-
3
6.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.15
0.06
0.05
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.01
-0.02
0.00
(loc)
K
K
J
l/defl
n/r
n/r
n/a
L/d
120
120
n/a
PLATES
MT20
Weight: 73 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed 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 16-6-0.
(lb) - Max Horz B=87(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) B, Q, R, S, O, N, L, J
Max Grav All reactions 250 lb or less at joint(s) P, Q, R, S, O, N, L except B=286(LC 1), J=286(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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, Q, R, S, O, N, L, J.
9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) J.
10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
J1
Truss Type
MONO TRUSS
Qty
5
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:36:01 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-vc0z8rvDdc5FJqvFWpr2uPGl?9TPFpU6AkEMMWzfKSS
Scale = 1:27.6
B1
T1
W1
W2
A
B
C
D E
G
F3x4
3x6
1.5x4
1.5x4
8-6-0
8-6-0
-1-6-0
1-6-0
4-6-4
4-6-4
8-6-0
3-11-12
0-
4
-
3
4-
7
-
3
5-
3
-
1
5
6.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.20
0.45
0.14
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.19
-0.38
0.00
0.00
(loc)
B-G
B-G
G
B
l/defl
>512
>250
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 38 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed 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)B=557/0-5-8 (min. 0-1-8), G=404/Mechanical
Max Horz B=200(LC 8)
Max UpliftB=-103(LC 8), G=-141(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-452/61
BOT CHORD B-G=-177/325
WEBS C-G=-376/205
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=103,
G=141.
5) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
J1A
Truss Type
JACK-PARTIAL
Qty
4
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:36:01 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-vc0z8rvDdc5FJqvFWpr2uPGlw9TsFpV6AkEMMWzfKSS
Scale = 1:25.2
T1
B1
W1
A
B
C
F
D
E3x4
3x4
1.5x4
7-11-11
7-11-11
-1-6-0
1-6-0
0-5-8
0-5-8
3-11-14
3-6-6
7-11-11
3-11-13
0-
4
-
3
4-
4
-
0
5-
0
-
1
2
3-
1
1
-
6
4-
4
-
0
6.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.20
0.42
0.14
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.18
-0.38
0.00
0.02
(loc)
B-F
B-F
E
B-F
l/defl
>505
>242
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 31 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed 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)D=145/Mechanical, B=545/0-5-8 (min. 0-1-8), E=214/Mechanical
Max Horz B=189(LC 8)
Max UpliftD=-71(LC 8), B=-104(LC 8), E=-57(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-448/73
BOT CHORD B-F=-183/328
WEBS C-F=-367/204
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, E except (jt=lb)
B=104.
5) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
J1B
Truss Type
JACK-OPEN
Qty
4
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:36:01 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-vc0z8rvDdc5FJqvFWpr2uPGhh9W3Fre6AkEMMWzfKSS
Scale = 1:20.2
T1
B1
A
B
C
D2x4
5-11-11
5-11-11
-1-6-0
1-6-0
0-5-8
0-5-8
5-11-11
5-6-3
0-
4
-
3
3-
4
-
0
4-
0
-
1
2
2-
1
1
-
6
3-
4
-
0
6.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.47
0.21
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.05
-0.11
-0.00
0.00
(loc)
B-D
B-D
C
B
l/defl
>999
>608
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 20 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Sheathed or 5-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)C=215/Mechanical, B=453/0-5-8 (min. 0-1-8), D=40/Mechanical
Max Horz B=148(LC 8)
Max UpliftC=-115(LC 8), B=-93(LC 8)
Max GravC=215(LC 1), B=453(LC 1), D=97(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except (jt=lb)
C=115.
5) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
J1C
Truss Type
JACK-OPEN
Qty
4
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:36:02 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-NoaMLBvrOwD6x_US4WMHQcpwlZuK_ItFPO_wuyzfKSR
Scale = 1:15.4
T1
B1
A
B
C
D2x4
3-11-11
3-11-11
-1-6-0
1-6-0
0-5-8
0-5-8
3-11-11
3-6-3
0-
4
-
3
2-
4
-
0
3-
0
-
1
2
1-
1
1
-
5
2-
4
-
0
6.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.20
0.08
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.01
-0.02
-0.00
0.00
(loc)
B-D
B-D
C
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 14 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Sheathed or 3-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)C=118/Mechanical, B=368/0-5-8 (min. 0-1-8), D=26/Mechanical
Max Horz B=107(LC 8)
Max UpliftC=-67(LC 8), B=-84(LC 8)
Max GravC=118(LC 1), B=368(LC 1), D=63(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, B.
5) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
J1D
Truss Type
JACK-OPEN
Qty
4
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:36:02 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-NoaMLBvrOwD6x_US4WMHQcpxMZvJ_ItFPO_wuyzfKSR
Scale = 1:10.5
T1
B1
A
B
C
D2x4
1-11-11
1-11-11
-1-6-0
1-6-0
0-5-8
0-5-8
1-11-11
1-6-3
0-
4
-
3
1-
4
-
0
2-
0
-
1
2
0-
1
1
-
5
1-
4
-
0
6.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.16
0.02
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
B
B-D
C
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 8 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Sheathed or 1-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.(lb/size)B=286/0-5-8 (min. 0-1-8), D=13/Mechanical, C=24/Mechanical
Max Horz B=68(LC 8)
Max UpliftB=-78(LC 8), C=-19(LC 8)
Max GravB=286(LC 1), D=33(LC 3), C=24(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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, C.
5) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
J2
Truss Type
MONO TRUSS
Qty
2
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:36:02 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-NoaMLBvrOwD6x_US4WMHQcpwjZuV_ItFPO_wuyzfKSR
Scale = 1:14.4
B1
T1
W1
HW1
A
B
C
3x4
3x6
1.5x4
1.5x4
3-8-0
3-8-0
0-5-8
0-5-8
3-8-0
3-2-8
0-
6
-
7
2-
4
-
7
6.00 12
Plate Offsets (X,Y)-- [A:0-0-0,0-1-0], [A:0-1-0,0-5-3]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.20
0.07
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.01
-0.02
0.00
0.00
(loc)
A-C
A-C
A
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 14 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
WEDGE
Left: 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 3-8-0 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)A=169/Mechanical, C=169/Mechanical
Max Horz A=81(LC 8)
Max UpliftA=-18(LC 8), C=-65(LC 8)
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, C.
5) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
J2GD
Truss Type
MONO TRUSS
Qty
1
Ply
2 Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:36:03 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-r?7kYWwT9EMzY83edEtWzqM73zCwjl7Pd2jTQOzfKSQ
Scale = 1:14.4
B1
T1 W1
A
B
C
D
3x4
2x4
1.5x4
3-8-0
3-8-0
3-8-0
3-8-0
0-
6
-
7
2-
4
-
7
6.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.10
0.25
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.01
-0.02
0.00
0.01
(loc)
A-C
A-C
A-C
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 31 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 3-8-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)A=649/0-5-8 (min. 0-1-8), C=1568/0-5-8 (min. 0-1-8)
Max Horz A=78(LC 8)
Max UpliftA=-102(LC 8), C=-313(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) 2-ply truss to be connected together as follows:
Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered 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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=102,
C=313.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 940 lb down and 169 lb up at 1-9-12
, and 954 lb down and 173 lb up at 3-6-4 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: A-C=-14, A-B=-84
Concentrated Loads (lb)
Vert: C=-954(F) D=-940(F)
Job
16-020777
Truss
J6
Truss Type
JACK-OPEN
Qty
19
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:36:03 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-r?7kYWwT9EMzY83edEtWzqM6AzEUjl7Pd2jTQOzfKSQ
Scale: 1.5"=1'
T1
B1
A
B
C
D3x4
1-0-0
1-0-0
-1-6-0
1-6-0
0-5-8
0-5-8
1-0-0
0-6-8
0-
4
-
3
0-
1
0
-
3
1-
6
-
1
5
6.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.16
0.09
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
0.00
0.00
0.00
(loc)
B
B
l/defl
>999
>999
n/a
L/d
360
240
n/a
PLATES
MT20
Weight: 5 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Sheathed or 1-0-0 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)B=292/0-3-8 (min. 0-1-8), D=-63/Mechanical
Max Horz B=49(LC 5)
Max UpliftB=-104(LC 5), D=-63(LC 1)
Max GravB=292(LC 1), D=34(LC 5)
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb)
B=104.
5) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
K1HJ
Truss Type
DIAGONAL HIP GIRDER
Qty
2
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:36:04 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-KBh6msx5wXUqAIeqBxOlW1uDfNXAS70YsiT0yrzfKSP
Scale = 1:26.4
T1
W1
B1
W5 W4
W3 W2
A
B
C
D
E
H G F
I
J
K
L
M N O P
2x4
3x6 4x4
3x4
1.5x4 3x4
3x4
3-11-13
3-11-13
7-11-11
3-11-13
11-11-8
3-11-13
-2-1-7
2-1-7
0-5-8
0-5-8
3-11-13
3-6-5
7-11-11
3-11-13
11-11-8
3-11-13
0-
4
-
3
4-
6
-
1
4
5-
3
-
7
4.24 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
NO
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.43
0.32
0.34
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.02
-0.04
0.01
0.02
(loc)
G-H
F-G
F
H
l/defl
>999
>999
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 58 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed 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)F=967/Mechanical, B=691/0-7-6 (min. 0-1-8)
Max Horz B=211(LC 4)
Max UpliftF=-447(LC 13), B=-259(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-I=-825/335, C-I=-821/324, C-J=-737/295, D-J=-657/259
BOT CHORD B-M=-359/723, H-M=-359/723, H-N=-359/723, G-N=-359/723, G-O=-299/672, O-P=-299/672,
F-P=-299/672
WEBS D-G=0/347, D-F=-813/362
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=447,
B=259.
5) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 98 lb up at 2-9-8, 70
lb down and 98 lb up at 2-9-8, 71 lb down and 71 lb up at 5-7-7, 71 lb down and 71 lb up at 5-7-7, 88 lb down and 119 lb up at 8-5-6,
88 lb down and 119 lb up at 8-5-6, and 73 lb down and 74 lb up at 11-3-5, and 73 lb down and 74 lb up at 11-3-5 on top chord, and 2 lb
down and 16 lb up at 2-9-8, 2 lb down and 16 lb up at 2-9-8, 15 lb down and 4 lb up at 5-7-7, 15 lb down and 4 lb up at 5-7-7, 49 lb
down at 8-5-6, 49 lb down at 8-5-6, and 175 lb down and 77 lb up at 11-3-5, and 175 lb down and 77 lb up at 11-3-5 on bottom chord.
The design/selection of such connection device(s) is the responsibility of others.
8) 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: A-E=-84, B-F=-14
Concentrated Loads (lb)
Vert: I=196(F=98, B=98) J=30(F=15, B=15) K=-141(F=-70, B=-70) L=-18(F=-9, B=-9) M=13(F=6, B=6) N=-12(F=-6, B=-6)
O=-40(F=-20, B=-20) P=-350(F=-175, B=-175)
Job
16-020777
Truss
K2
Truss Type
JACK-OPEN
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:36:04 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-KBh6msx5wXUqAIeqBxOlW1uFZNbzSCNYsiT0yrzfKSP
Scale = 1:7.9
T1
B1
A
B
C
D
2x4
1-4-4
1-4-4
-2-1-7
2-1-7
0-5-8
0-5-8
1-4-4
0-10-12
0-
4
-
3
0-
9
-
1
5
1-
6
-
7
0-
5
-
1
1
0-
9
-
1
5
4.24 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.31
0.01
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.00
-0.00
-0.00
0.00
(loc)
B
B
C
B
l/defl
>999
>999
n/a
****
L/d
360
240
n/a
240
PLATES
MT20
Weight: 7 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BRACING-
TOP CHORD Sheathed or 1-4-4 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)B=406/0-4-9 (min. 0-1-8), D=9/Mechanical, C=-102/Mechanical
Max Horz B=60(LC 4)
Max UpliftB=-209(LC 4), C=-102(LC 1)
Max GravB=406(LC 1), D=22(LC 3), C=71(LC 4)
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=209,
C=102.
5) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
M1
Truss Type
SCISSORS
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:36:04 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-KBh6msx5wXUqAIeqBxOlW1u9HNVkS7sYsiT0yrzfKSP
Scale = 1:28.0
T1 T1
B1 B1
W1
A
B
C
D
E
F
4x6
4x4
5x6
4x4
7-0-0
7-0-0
14-0-0
7-0-0
-1-6-0
1-6-0
0-3-8
0-3-8
7-0-0
6-8-8
14-0-0
7-0-0
15-6-0
1-6-0
0-
4
-
3
3-
1
0
-
3
4-
6
-
1
5
0-
4
-
3
1-
8
-
2
6.00 12
3.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.64
0.41
0.35
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.11
-0.22
0.10
0.07
(loc)
B-F
B-F
D
B-F
l/defl
>999
>749
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 48 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
WEBS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed or 3-9-10 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)B=815/0-3-8 (min. 0-1-8), D=815/0-3-8 (min. 0-1-8)
Max Horz B=75(LC 12)
Max UpliftB=-174(LC 8), D=-174(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-1613/199, C-D=-1613/229
BOT CHORD B-F=-152/1368, D-F=-150/1368
WEBS C-F=-34/801
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Bearing at joint(s) B, D 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=174,
D=174.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
M1SGE
Truss Type
SCISSOR SUPPORTED GA
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:36:05 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-oNFUzCykhrchoSD1lev_2FRMpnrzBfdh5MCaVHzfKSO
Scale = 1:28.0
T1 T1
B1 B1
ST2
ST1 ST1
A
B
C
D
E
H
G
F
4x6
3x6
5x6
1.5x4
1.5x4
1.5x4
1.5x4
3x6
7-0-0
7-0-0
14-0-0
7-0-0
-1-6-0
1-6-0
0-3-8
0-3-8
7-0-0
6-8-8
14-0-0
7-0-0
15-6-0
1-6-0
0-
4
-
3
3-
1
0
-
3
4-
6
-
1
5
0-
4
-
3
1-
8
-
2
6.00 12
3.00 12
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.53
0.41
0.00
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
Wind(LL)
in
-0.05
-0.07
0.01
0.03
(loc)
B-H
B-H
D
B-H
l/defl
>999
>838
n/a
>999
L/d
360
240
n/a
240
PLATES
MT20
Weight: 51 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed 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 14-0-0 except (jt=length) D=0-3-8, D=0-3-8.
(lb) - Max Horz B=76(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) G, H, F except B=-156(LC 8), D=-180(LC 9)
Max Grav All reactions 250 lb or less at joint(s) G, H, F except B=557(LC 1), D=570(LC 1), D=570(LC 1)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD B-C=-743/194, C-D=-743/196
BOT CHORD B-H=-125/575, G-H=-110/538, F-G=-113/540, D-F=-120/573
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
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 studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Bearing at joint(s) D 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) G, H, F except (jt=lb)
B=156, D=180.
8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
16-020777
Truss
PK-C
Truss Type
GABLE
Qty
1
Ply
1
Job Reference (optional)
Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Mar 01 08:36:05 2016 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:byhFu5IuDsKJdpaYa6uTiOyTsWA-oNFUzCykhrchoSD1lev_2FRTynxPBeNh5MCaVHzfKSO
Scale = 1:36.4
T1 T1
B1
ST2
ST1 ST1
A
B
C
D
E
H G F2x4
4x4
2x4
1.5x4 1.5x4
1.5x4
1.5x4
1.5x4
9-10-11
9-10-11
0-5-8
0-5-8
4-11-5
4-5-13
9-10-11
4-11-6
0-
0
-
4
5-
6
-
6
0-
0
-
4
13.42 12
Plate Offsets (X,Y)-- [D:0-0-1,0-0-0]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
35.0
7.0
0.0
7.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
2-0-0
1.15
1.15
YES
IRC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.07
0.06
0.08
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
n/a
n/a
0.00
(loc)
-
-
E
l/defl
n/a
n/a
n/a
L/d
999
999
n/a
PLATES
MT20
Weight: 46 lb FT = 20%
GRIP
220/195
LUMBER-
TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr
OTHERS 2x4 DF Stud/Std
BRACING-
TOP CHORD Sheathed 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 9-10-11.
(lb) - Max Horz A=-139(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-213(LC 8), F=-213(LC 9)
Max Grav All reactions 250 lb or less at joint(s) A, E, G except H=306(LC 15), F=306(LC 16)
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=4.2psf; h=25ft; Cat. II; Exp C; enclosed;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, E except (jt=lb)
H=213, F=213.
6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSI/TPI 1.
7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
SCALE: 1" = 10'-0" ( 36x24 )Plot Plan SCALE: 1" = 20'-0" ( 11x17 )Pine Brook Est.Div. 2, Blk. 5, Lot 2 Oak Hill Way NORTH
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Notation of Liability: Please note that ADS has produced these drawings following standard and approved design practices. HOWEVER, ADS has not had any involvement in the Civil, Structural, Mechanical, and/or Electrical Engineering for this project, and assumes NO LIABILITY over these items. No project construction supervi sion has been, or will be performed by ADS , nor shall it be assumed that such supervision ser vice was included in the fees paid for producing this drawing set. ADS does not / cannot perform the services reserved ex clusively for an Architect or Engineer. Therefore - ALL LIABILITY for this project remains soley with the Contractor, Sub-Contractor(s), and the Owner.Final Plans are accepted AS IS.
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Rec'd Date:Mod. Dates:Start Date:2015/12/29 Sheet Number:ofSheet List Area:1st Review Date:ADVANCED DRAFTING SERVICES, PLLC 469 N Ammon Road, Idaho Falls, Idaho 83401 Phone (208) 552 - 2831 E-Mail: adspllc@gmail.com FY-20152015-1462015/12/29 2015/12/29 A New Residence for:Melanee Sutton Contractor: Blumhorst Construction Location:Plan Date: 2016/01/21 Drafted By:Daren J. Murdock Reviewed By:Draftsman Senior Arch.Draftsman Daren J. MurdockSenior Arch.Basement Sq. Ft.:Main Floor Sq. Ft.:Garage Sq. Ft.:Total Sq. Ft.:Bsmt. Living Sq. Ft.:Main Living Sq. Ft.:2004.00 2004.00 742.00 4008.00 1782.00 1892.00Elev -A01 -A02 -Plot -D01 -Elevations Basement Plan Main Floor PlanPlot Plan Cross Section Code - 2012-IRC Notes v15.12015/12/31.2016/01/12.2016/01/21.GN - General Notes S01 - Sheets by EngineerBy ADS,PLLC 2015/03/25IRC-2012 Building Code Project to conform to the Plot Plot........Ammon Road 1st Street Garnet Ruby Cir.These plans are NOT to be considered for construction IF and ONLY IF --A:) The phrase " Preliminary Drawing" and/or "Not for Construction" is printed ANYWHERE within this plan set, AND/OR B:) The General Notes and Specification sheet AND Code Sheet are not attached to this drawing during the obtaining of permits.The GN&S and Code Sheets are not required to be present in working drawing sets after permits have been obtained.Liability for this project remains the SOLE PROPERTY of of the Contractor & Owner for the suitability of these plans.
Elevations SCALE: 3/32" = 1'-0" ( 11x17 )
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SCALE: 3/16" = 1'-0" ( 36x24 ) Notation of Liability: Please note that ADS has produced these drawings following standard and approved design practices. HOWEVER, ADS has not had any involvement in the Civil, Structural, Mechanical, and/or Electrical Engineering for this project, and assumes NO LIABILITY over these items. No project construction supervision has been, or wi ll be performed by ADS , nor shall it be assumed that such supervision service was included in the fees p aid for producing this drawing set. ADS does not / cannot perform the services reserved exclusively fo r an Architect or Engineer. Therefore - ALL LIABILITY for this project remains soley with the Contractor, Sub-Contractor(s), and the Owner.Final Plans are accepted AS IS.
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Rec'd Date:Mod. Dates:Start Date:2015/12/29 Sheet Number:ofSheet List Area:1st Review Date:ADVANCED DRAFTING SERVICES, PLLC 469 N Ammon Road, Idaho Falls, Idaho 83401 Phone (208) 552 - 2831 E-Mail: adspllc@gmail.com FY-20152015-1462015/12/29 2015/12/29 A New Residence for:Melanee Sutton Contractor: Blumhorst Construction Location:Plan Date: 2016/01/21 Drafted By:Daren J. Murdock Reviewed By:Draftsman Senior Arch.Draftsman Daren J. MurdockSenior Arch.Basement Sq. Ft.:Main Floor Sq. Ft.:Garage Sq. Ft.:Total Sq. Ft.:Bsmt. Living Sq. Ft.:Main Living Sq. Ft.:2004.00 2004.00 742.00 4008.00 1782.00 1892.00Elev -A01 -A02 -Plot -D01 -Elevations Basement Plan Main Floor PlanPlot Plan Cross Section Code - 2012-IRC Notes v15.12015/12/31.2016/01/12.2016/01/21.GN - General Notes S01 - Sheets by EngineerBy ADS,PLLC 2015/03/25IRC-2012 Building Code Project to conform to the E01 E01........Ammon Road 1st Street Garnet Ruby Cir.These plans are NOT to be considered for construction IF and ONLY IF --A:) The phrase " Preliminary Drawing" and/or "Not for Construction" is printed ANYWHERE within this plan set, AND/OR B:) The General Notes and Specification sheet AND Code Sheet are not attached to this drawing during the obtaining of permits.The GN&S and Code Sheets are not required to be present in working drawing sets after permits have been obtained.Liability for this project remains the SOLE PROPERTY of of the Contractor & Owner for the suitability of these plans.
SCALE: 1/8" = 1'-0" ( 11x17 )Foundation SCALE: 1/4" = 1'-0" ( 36x24 )9'-0" Ceiling ( UNO )9'-0" Ceiling ( UNO )Match Main TP ( UNO )
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Conc. Wall w/ Brick VeneerBrick Veneer w/ Metal Ties At 24" O.C. Horiz. 12" O.C. Vert.1" Air Gap or Solid Grout WR Membrane / Asphalt Felt Metal Flashing Weep Holes @ 30" O.C. MaxStandardConc.Wall (1) #4 Hor. Bar Vert Bar Reinf.#4 Vert @ 48" O.C.(2) #4 Hor. @ 3"Footing Info.Design Assumes 1500 PSF Ground Preasure. Contracto r to provide GeoTech Info if greater PSF value is to be used.Horizontal Reinforcement:Min. (2) Horiz. #4 Rebar min 3" from bottom of Foot ing Vertical Reinforcement:#4 Rebar @ max. 48" O.C.Extend to within 3" of bottom of Footing w/ standar d hook.Extend min. 14" into Conc. Stem Wall Footing Size: (W/H) Single Story
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Notation of Liability: Please note that ADS has produced these drawings following standard and approved design practices. HOWEVER, ADS has not had any involvement in the Civil, Structural, Mechanical, and/or Electrical Engineering for this project, and assumes NO LIABILITY over these items. No project construction supervision has been, or wi ll be performed by ADS , nor shall it be assumed that such supervision service was included in the fees paid f or producing this drawing set. ADS does not / cannot perform the services reserved exclusively for an Ar chitect or Engineer. Therefore - ALL LIABILITY for this project remains soley with the Contractor, Sub-Cont ractor(s), and the Owner. Final Plans are accepted AS IS. No Refunds on Accepted work after 30 days. Final plan is released only after FULL PAYMENT.#4 @ 15" o.c.#4 @ 10" o.c.#4 @ 16" o.c. #4 Not Req'd #4 @ 15" o.c. #4 @ 14" o.c.6" Conc. Wall Wall Height /Backfill Height8" Conc. Wall 10" Conc. Wall 8'-0" / 7'-0"9'-0" / 8'-0"Concrete Wall Info.Design Assumes 3000 PSI Conc. on ALL Conc. Vertical Walls Design Assumes 2500 PSI Conc. on ALL Interior Slab on Grade Design Assumes 3500 PSI Conc. on ALL Exterior Slab on Grade All Vertical Reinforcement must be within 5" of Soi l Side of Wall One (1) #4 Horiz. Reinf. Bar shall be located withi n the top 12" of WallF-1 and at mid Hgt (<=8') or 1/3 Hgt (>8') (Max. 48" O.C. vertical.)
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PLEASE NOTE: Plans are designed following the APA Simplified Wall Bracing Method unless specifically noted otherwise...as suc h any required holddown locations will be indicated (as above), however Con tractor will be allowed to specify hardware provided it meets minimum 800# upl ift rating.Revised 2015-03-25
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Rec'd Date:Mod. Dates:Start Date:2015/12/29 Sheet Number:ofSheet List Area:1st Review Date:ADVANCED DRAFTING SERVICES, PLLC 469 N Ammon Road, Idaho Falls, Idaho 83401 Phone (208) 552 - 2831 E-Mail: adspllc@gmail.com FY-20152015-1462015/12/29 2015/12/29 A New Residence for:Melanee Sutton Contractor: Blumhorst Construction Location:Plan Date: 2016/01/21 Drafted By:Daren J. Murdock Reviewed By:Draftsman Senior Arch.Draftsman Daren J. MurdockSenior Arch.Basement Sq. Ft.:Main Floor Sq. Ft.:Garage Sq. Ft.:Total Sq. Ft.:Bsmt. Living Sq. Ft.:Main Living Sq. Ft.:2004.00 2004.00 742.00 4008.00 1782.00 1892.00Elev -A01 -A02 -Plot -D01 -Elevations Basement Plan Main Floor PlanPlot Plan Cross Section Code - 2012-IRC Notes v15.12015/12/31.2016/01/12.2016/01/21.GN - General Notes S01 - Sheets by EngineerBy ADS,PLLC 2015/03/25IRC-2012 Building Code Project to conform to the A02 A01........Ammon Road 1st Street Garnet Ruby Cir.These plans are NOT to be considered for construction IF and ONLY IF --A:) The phrase " Preliminary Drawing" and/or "Not for Construction" is printed ANYWHERE within this plan set, AND/OR B:) The General Notes and Specification sheet AND Code Sheet are not attached to this drawing during the obtaining of permits.The GN&S and Code Sheets are not required to be present in working drawing sets after permits have been obtained.Liability for this project remains the SOLE PROPERTY of of the Contractor & Owner for the suitability of these plans.
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Notation of Liability: Please note that ADS has produced these drawings following standard and approved design practices. HOWEVER, ADS has not had any involvement in the Civil, Structural, Mechanical, and/or Electrical Engineering for this project, and assumes NO LIABILITY over these items. No project construction supervision has been, or wi ll be performed by ADS , nor shall it be assumed that such supervision service was included in the fees paid f or producing this drawing set. ADS does not / cannot perform the services reserved exclusively for an Ar chitect or Engineer. Therefore - ALL LIABILITY for this project remains soley with the Contractor, Sub-Cont ractor(s), and the Owner. Final Plans are accepted AS IS. No Refunds on Accepted work after 30 days. Final plan is released only after FULL PAYMENT.
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2650 CA 2650 CA82" x 99"57.5' x 46.5'57" x 47"25' x 31'120" (82")100" (90")140" (82")120" (90")80" (47")60" (47")60" (57")120" (114")Rec'd Date:Mod. Dates:Start Date:2015/12/29 Sheet Number:ofSheet List Area:1st Review Date:ADVANCED DRAFTING SERVICES, PLLC 469 N Ammon Road, Idaho Falls, Idaho 83401 Phone (208) 552 - 2831 E-Mail: adspllc@gmail.com FY-20152015-1462015/12/29 2015/12/29 A New Residence for:Melanee Sutton Contractor: Blumhorst Construction Location:Plan Date: 2016/01/21 Drafted By:Daren J. Murdock Reviewed By:Draftsman Senior Arch.Draftsman Daren J. MurdockSenior Arch.Basement Sq. Ft.:Main Floor Sq. Ft.:Garage Sq. Ft.:Total Sq. Ft.:Bsmt. Living Sq. Ft.:Main Living Sq. Ft.:2004.00 2004.00 742.00 4008.00 1782.00 1892.00Elev -A01 -A02 -Plot -D01 -Elevations Basement Plan Main Floor PlanPlot Plan Cross Section Code - 2012-IRC Notes v15.12015/12/31.2016/01/12.2016/01/21.GN - General Notes S01 - Sheets by EngineerBy ADS,PLLC 2015/03/25IRC-2012 Building Code Project to conform to the A02 A02........Ammon Road 1st Street Garnet Ruby Cir.These plans are NOT to be considered for construction IF and ONLY IF --A:) The phrase " Preliminary Drawing" and/or "Not for Construction" is printed ANYWHERE within this plan set, AND/OR B:) The General Notes and Specification sheet AND Code Sheet are not attached to this drawing during the obtaining of permits.The GN&S and Code Sheets are not required to be present in working drawing sets after permits have been obtained.Liability for this project remains the SOLE PROPERTY of of the Contractor & Owner for the suitability of these plans.
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Rec'd Date:Mod. Dates:Start Date:2015/12/29 Sheet Number:ofSheet List Area:1st Review Date:ADVANCED DRAFTING SERVICES, PLLC 469 N Ammon Road, Idaho Falls, Idaho 83401 Phone (208) 552 - 2831 E-Mail: adspllc@gmail.com FY-20152015-1462015/12/29 2015/12/29 A New Residence for:Melanee Sutton Contractor: Blumhorst Construction Location:Plan Date: 2016/01/21 Drafted By:Daren J. Murdock Reviewed By:Draftsman Senior Arch.Draftsman Daren J. MurdockSenior Arch.Basement Sq. Ft.:Main Floor Sq. Ft.:Garage Sq. Ft.:Total Sq. Ft.:Bsmt. Living Sq. Ft.:Main Living Sq. Ft.:2004.00 2004.00 742.00 4008.00 1782.00 1892.00Elev -A01 -A02 -Plot -D01 -Elevations Basement Plan Main Floor PlanPlot Plan Cross Section Code - 2012-IRC Notes v15.12015/12/31.2016/01/12.2016/01/21.GN - General Notes S01 - Sheets by EngineerBy ADS,PLLC 2015/03/25IRC-2012 Building Code Project to conform to the D01 D01........Ammon Road 1st Street Garnet Ruby Cir.These plans are NOT to be considered for construction IF and ONLY IF --A:) The phrase " Preliminary Drawing" and/or "Not for Construction" is printed ANYWHERE within this plan set, AND/OR B:) The General Notes and Specification sheet AND Code Sheet are not attached to this drawing during the obtaining of permits.The GN&S and Code Sheets are not required to be present in working drawing sets after permits have been obtained.Liability for this project remains the SOLE PROPERTY of of the Contractor & Owner for the suitability of these plans.
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(NOTE: Internal BWP count as 50% of Required Length )APA BWP Rec'd Date:Mod. Dates:Start Date:2015/12/29 Sheet Number:ofSheet List Area:1st Review Date:ADVANCED DRAFTING SERVICES, PLLC 469 N Ammon Road, Idaho Falls, Idaho 83401 Phone (208) 552 - 2831 E-Mail: adspllc@gmail.com FY-20152015-1462015/12/29 2015/12/29 A New Residence for:Melanee Sutton Contractor: Blumhorst Construction Location:Plan Date: 2016/01/21 Drafted By:Daren J. Murdock Reviewed By:Draftsman Senior Arch.Draftsman Daren J. MurdockSenior Arch.Basement Sq. Ft.:Main Floor Sq. Ft.:Garage Sq. Ft.:Total Sq. Ft.:Bsmt. Living Sq. Ft.:Main Living Sq. Ft.:2004.00 2004.00 742.00 4008.00 1782.00 1892.00Elev -A01 -A02 -Plot -D01 -Elevations Basement Plan Main Floor PlanPlot Plan Cross Section Code - 2012-IRC Notes v15.12015/12/31.2016/01/12.2016/01/21.GN - General Notes S01 - Sheets by EngineerBy ADS,PLLC 2015/03/25IRC-2012 Building Code Project to conform to the GN GN........Ammon Road 1st Street Garnet Ruby Cir.These plans are NOT to be considered for construction IF and ONLY IF --A:) The phrase " Preliminary Drawing" and/or "Not for Construction" is printed ANYWHERE within this plan set, AND/OR B:) The General Notes and Specification sheet AND Code Sheet are not attached to this drawing during the obtaining of permits.The GN&S and Code Sheets are not required to be present in working drawing sets after permits have been obtained.Liability for this project remains the SOLE PROPERTY of of the Contractor & Owner for the suitability of these plans.
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n
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d
2
0
1
2
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R
C
C
o
d
e
s
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n
d
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e
s
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o
n
s
i
b
l
e
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g
e
n
c
i
e
s
.
To
b
e
g
i
n
w
i
t
h
,
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t
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s
t
o
b
e
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n
d
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h
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c
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o
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o
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p
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ab
i
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o
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D
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w
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l
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m
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c
t
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r
'
s
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e
s
p
o
n
s
i
b
i
l
i
ty
.
1.
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
v
e
r
i
f
y
a
l
l
p
l
a
n
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t
s
r
e
c
e
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v
e
d
b
y
t
h
e
C
u
s
t
o
m
e
r
f
r
o
m
A
D
S
t
o
e
n
s
u
r
e
t
h
a
t
a
l
l
d
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s
i
g
n
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ri
t
e
r
i
a
f
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th
e
a
r
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a
t
h
a
t
t
h
e
p
r
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e
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s
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b
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l
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r
.
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o
n
t
r
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t
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r
s
h
a
l
l
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n
f
o
r
m
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m
a
d
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o
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m
o
d
a
t
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n
y
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us
t
o
m
e
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d
t
o
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h
e
C
u
s
t
o
m
er
b
y
A
D
S
.
2.
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
v
e
r
i
f
y
a
l
l
c
o
n
d
i
t
i
o
n
s
,
d
i
m
e
n
s
i
o
ns
a
n
d
e
l
e
v
a
t
i
o
n
s
,
e
t
c
.
,
a
t
t
h
e
s
i
t
e
a
n
d
s
h
a
l
l
c
o
o
r
di
n
a
t
e
w
o
r
k
pe
r
f
o
r
m
e
d
b
y
a
l
l
t
r
a
d
e
s
.
D
o
n
o
t
s
c
a
l
e
d
i
r
e
c
t
l
y
f
r
o
m
d
r
a
w
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n
g
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a
s
t
h
e
d
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m
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n
s
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o
n
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b
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l
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p
a
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d
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a
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s
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g
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s
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b
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v
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m
e
n
t
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l
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o
n
d
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t
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o
n
s
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3.
T
e
m
p
o
r
a
r
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b
r
a
c
i
n
g
s
h
a
l
l
b
e
p
r
o
v
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d
e
d
w
h
e
n
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v
e
r
n
e
c
es
s
a
r
y
t
o
t
a
k
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c
a
r
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o
f
a
l
l
l
o
a
d
s
t
o
w
h
i
c
h
t
h
e
s
t
r
u
c
tu
r
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m
a
y
be
s
u
b
j
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c
t
e
d
,
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n
c
l
u
d
i
n
g
b
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k
f
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a
n
d
w
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d
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u
c
h
b
r
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i
n
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s
h
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t
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r
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mp
l
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t
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4.
C
o
n
t
r
a
c
t
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a
n
d
a
l
l
s
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b
c
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s
h
a
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r
m
th
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a
d
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d
d
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t
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e
s
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n
a
m
a
n
n
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r
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m
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n
g
t
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he
pr
o
c
e
d
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r
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a
n
d
r
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q
u
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m
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n
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d
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d
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c
o
m
m
u
n
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y
o
r
a
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a
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n
w
h
i
c
h
t
h
e
co
n
s
t
r
u
c
t
i
o
n
s
h
a
l
l
t
a
k
e
p
l
a
c
e
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(
i
.
e
.
2
0
1
2
I
n
t
e
r
n
a
t
i
on
a
l
R
e
s
i
d
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n
t
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a
l
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o
d
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o
r
l
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t
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c
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o
c
al
b
u
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l
d
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g
of
f
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c
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s
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)
5.
A
s
p
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r
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e
c
t
i
o
n
R
1
0
8
-
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e
e
s
a
n
d
R
1
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9
-
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n
s
p
e
c
t
i
o
n
s,
t
h
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o
w
n
e
r
a
n
d
/
o
r
c
o
n
t
r
a
c
t
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r
s
h
a
l
l
m
a
i
n
t
a
i
n
t
h
e
re
s
p
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s
i
b
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l
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f
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s
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r
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a
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f
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d
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A
n
y
s
p
e
c
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n
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p
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on
r
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u
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f
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o
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t
r
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c
t
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r
-
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T
A
D
S
.
6.
N
O
T
E
:
A
l
l
m
e
c
h
a
n
i
c
a
l
,
p
l
u
m
b
i
n
g
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a
n
d
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l
e
c
t
r
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c
a
l
s
ys
t
e
m
s
a
r
e
t
o
b
e
C
o
n
t
r
a
c
t
o
r
/
B
i
d
d
e
r
d
e
s
i
g
n
e
d
a
n
d
c
o
n
fo
r
m
to
t
h
e
l
a
t
e
s
t
e
d
i
t
i
o
n
s
o
f
t
h
e
m
e
c
h
a
n
i
c
a
l
,
p
l
u
m
b
i
n
g
,
a
n
d
e
l
e
c
t
r
i
c
a
l
c
o
d
e
s
.
C
o
n
t
r
a
c
t
o
r
/
B
i
d
d
e
r
t
o
p
r
o
v
i
d
e
c
o
m
p
l
e
t
e
ca
l
c
u
l
a
t
i
o
n
s
a
n
d
s
h
o
p
d
r
a
w
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n
g
s
t
o
t
h
e
b
u
i
l
d
i
n
g
d
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p
a
rt
m
e
n
t
a
s
a
p
p
l
i
c
a
b
l
e
.
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o
n
t
r
a
c
t
o
r
/
B
i
d
d
e
r
t
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f
i
e
l
d
v
er
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f
y
ex
i
s
t
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m
c
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c
a
p
a
c
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t
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s
.
A
d
v
a
n
c
e
d
D
r
a
f
t
i
n
g
S
e
r
v
i
c
e
s
(
A
D
S
)
w
i
l
l
n
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t
b
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h
e
l
d
l
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a
b
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p
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l
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t
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r
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d
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d
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n
t
h
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p
l
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t
a
r
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C
u
s
t
o
m
er
Sp
e
c
i
f
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e
d
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a
n
d
a
r
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n
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l
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d
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l
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f
o
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c
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c
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t
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s
t
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m
e
r
a
n
d
C
o
n
t
r
a
c
t
o
r
.
7.
N
O
T
E
:
I
t
i
s
f
u
r
t
h
e
r
t
o
b
e
u
n
d
e
r
s
t
o
o
d
t
h
a
t
t
h
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d
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fin
i
t
i
o
n
s
a
s
s
p
e
c
i
f
i
e
d
i
n
t
h
e
I
R
C
S
e
c
t
i
o
n
R
2
0
2
-
D
e
fin
i
t
i
o
n
s
,
(p
g
.
9
-
2
0
)
s
h
a
l
l
a
p
p
l
y
t
h
r
o
u
g
h
o
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t
t
h
e
c
o
n
s
t
r
u
c
t
i
o
n
pr
o
c
e
s
s
.
BU
I
L
D
I
N
G
P
L
A
N
N
I
N
G
(
I
R
C
-
2
0
1
2
,
R
3
0
1
-
R
3
2
7
)
1.
C
o
n
t
r
a
c
t
o
r
i
s
r
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s
p
o
n
s
i
b
l
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t
o
c
o
m
p
l
y
w
i
t
h
a
l
l
a
s
p
ec
t
s
o
f
I
R
C
S
e
c
t
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o
n
R
3
0
1
-
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e
s
i
g
n
C
r
i
t
e
r
i
a
.
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o
n
t
r
a
ct
o
r
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s
t
o
en
s
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r
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t
h
a
t
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l
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b
u
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d
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g
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s
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t
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n
d
a
l
l
p
a
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t
h
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f
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s
h
a
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c
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t
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s
a
f
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s
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p
p
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t
a
ll
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in
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l
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d
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a
d
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d
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s
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o
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d
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d
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d
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a
n
d
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m
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s
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e
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c
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b
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d
b
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t
h
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R
C
2
0
1
2
c
o
d
e
s
.
(
R
3
0
1
.
1
)
N
o
t
e
,
S
eis
m
i
c
D
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s
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g
n
C
a
t
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g
o
r
y
(
S
D
C
)
v
a
l
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h
a
v
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b
e
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n
es
t
a
b
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d
f
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b
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d
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n
g
a
r
e
a
s
.
2.
C
o
n
t
r
a
c
t
o
r
i
s
r
e
s
p
o
n
s
i
b
l
e
t
o
b
e
a
w
a
r
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o
f
w
h
e
n
a
bu
i
l
d
i
n
g
o
f
o
t
h
e
r
w
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c
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n
v
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n
t
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n
a
l
l
i
g
h
t
-
f
r
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m
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c
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s
tr
u
c
t
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n
s
co
n
t
a
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s
t
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t
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r
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l
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m
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s
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C
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p
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r
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s
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(
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2
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R
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v
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.
N
O
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:
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h
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9
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m
.
7.
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n
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D
C
a
r
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a
s
D
1
a
n
d
D
2
;
B
u
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l
d
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n
g
s
w
i
t
h
a
b
o
v
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g
r
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de
c
o
n
c
r
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t
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a
l
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s
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d
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f
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d
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s
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v
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r
2
4
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o
f
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x
p
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co
n
c
r
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t
e
)
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h
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l
l
b
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d
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s
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d
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a
c
c
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d
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c
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c
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d
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g
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g
p
r
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t
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.
(
R
3
0
.
2
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2
.
8
)
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.
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r
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v
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.
8.
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o
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t
r
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c
t
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t
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v
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l
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3
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h
a
s
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n
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t
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v
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f
y
a
l
l
p
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f
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3
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g
h
t
,
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n
t
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t
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n
d
H
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t
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h
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n
p
a
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c
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l
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th
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f
o
l
l
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w
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g
:
1
.
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l
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a
b
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t
a
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.
24
.
C
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a
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p
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w
i
t
h
R
3
2
5
-
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i
t
e
A
d
d
r
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s
s
,
an
d
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3
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c
c
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b
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l
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t
y
.
25
.
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n
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c
h
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(
R
3
1
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.
1
)
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h
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1
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l
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da
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2
.
N
e
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l
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l
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v
a
t
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o
n
.
3
.
N
e
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a
n
d
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p
l
a
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t
w
a
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m
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f
l
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w
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.
4
.
B
u
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l
d
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g
s
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s
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n
.
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s
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f
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n
.
VE
R
Y
I
M
P
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R
T
A
N
T
:
A
s
p
e
r
R
3
2
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.
3
.
5
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e
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(
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5
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-
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s a notch in any stud.
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R602.3(3).
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4
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a
n
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ight of not more
th
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3
/
8
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n
ails in accordance with Table R602.3(1) and blocked at all
wo
o
d
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d
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s
.
T
w
o
a
n
c
h
o
r
bolts installed in accordance with Figure R403.1(1) shall
be
p
r
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v
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e
d
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a
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l
.
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a
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shall have
a
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e with Item 1
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r's instructions.If there are any additional questions regarding thi s plan set, or services provided by Advanced Drafti ng Services, PLLC, please contact ADS,PLLC either by p hone or in person at the following location:Advanced Drafting Services, PLLC 469 N Ammon Road idaho Falls, ID 83406 (208) 552-2831 - adspllc@gmail.com NOTE: The preceding information has been provided a s a reference only. ADS cannot guarantee suitabili ty of this information is regards to a specific situation . This information has been gathered from specific ations, literature, manufacturer's specifications, etc. It is the contractor's responsibility to ensure that all building codes are followed, and that proper trades work is perfor med on the job site as dictated by industry standar ds.IRC-2012 Part IV - ENERGY CONSERVATION Sections N1101 - 1104 The contractor responsible for the construction pro ject is responsible to ensure that all aspects of t he following listed IRC-2012 Sections, as pertaining to the cons truction project ( and have been adopted and clarif ied by the building officials) are complied with. N1101 - General N1102 - Building Envelope N1103 - Mechanical Systems N1104 - Service Water Heating IRC-2012 Part V - MECHANICAL Sections M1200 - M2300 The contractor responsible for the construction pro ject is responsible to ensure that all aspects of t he following listed IRC-2012 Sections, as pertaining to the cons truction project ( and have been adopted and clarif ied by the building officials) are complied with. M1200 - Mechanical Administration M1300 - General Mechanical System Requirements M1400 - Heating and Cooling Equipment M1500 - Exhaust Systems M1600 - Duct Systems M1700 - Combustion Air M1800 - Chimneys and Vents M1900 - Special Fuel Burning Equipment M2000 - Boilers / Water Heaters M2100 - Hydronic Piping M2200 - Special Piping and Storage Systems M2300 - Solar Systems IRC-2012 Part VI - FUEL GAS Sections G2401 - G2451 The contractor responsible for the construction pro ject is responsible to ensure that all aspects of t he IRC-2012 Sections, as pertaining to the construction project ( and have been adopted and clarified by the build ing officials) are complied with. ( Sections G2401 - G 2451).IRC-2012 Part VII - Plumbing Sections P2500 - P3200 The contractor responsible for the construction pro ject is responsible to ensure that all aspects of t he following listed IRC-2012 Sections, as pertaining to the cons truction project ( and have been adopted and clarif ied by the building officials) are complied with. P2500 - Plumbing Administration P2600 - General Plumbing Requirements P2700 - Plumbing Fixtures P2800 - Water Heaters P2900 - Water Supply and Distribution P3000 - Sanitary Drainage P3100 - Vents P3200 - Traps IRC-2012 Part VIII - ELECTRICAL Sections E3300 - E4200 The contractor responsible for the construction pro ject is responsible to ensure that all aspects of t he following listed IRC-2012 Sections, as pertaining to the cons truction project ( and have been adopted and clarif ied by the building officials) are complied with. E3300 - General Requirements E3400 - Electrical Definitions E3500 - Services E3600 - Branch Circuit and Feeder Requirements E3700 - Wiring Methods E3800 - Power and Lighting Distribution E3900 - Devices and Lighting Fixtures E4000 - Appliance Installation E4100 - Swimming Pools E4200 - Class 2 Remote Control, Signaling, and Pow er Limited Circuits IRC-2012 Part IX - REFERENCED STANDARDS Section 4300 The IRC-2012 Section 4300 - Referenced Standards ha s been provided for the contractor's convenience. Please reference Section 4300.IRC-2012 Part X - APPENDICES Appendix A - Appendix L The IRC-2012 has provided for the contractor's conv enience several Appendices. Please reference the IRC-2012 book for them.Please note that the following information has been provided by ADS as additional information for the contractor's benefit. All text listed below shall conform to the IRC-2012 code as has been listed abo ve.DOORS All Exterior doors, Interior doors, Casings, Base, Specialty Moldings, and other Additional Informatio n: refer to Plans, Contractor, and/or Owner.HARDWARE All Door Hardware, Towel Bars, Cabinet Hardware, Et c.: Refer to Plans, Contractor, and/or Owner.BACKING 1. Provide solid backing 2x framing) for cabinets, grab bars, handrails, toilet accessories, towel bar s, curtain rods, etc. Contractor to provide dimensions for fi nal locations and review all walls for complete bac king prior to sheet rock.WINDOWS 1. Windows, Casings, Styles, Etc. - Check with Cont ractor and / or Owner.2. Provide screens on all operable windows and door s.3. Unless otherwise specified, all basement windows not fully 8" above finished grade shall be protect ed by galvanized or concrete window wells. Window wells will be dug to a depth below the window sill to all ow 10" of 1" dia gravel to be at a minimum of 6" below the wi ndow sill.DRYWALL 1. Walls and Ceilings: 1/2" Gypsum board.2. Joint Treatment: Perfa-tape & 3 coats joint comp ound (provide waterproof gypsum board at all splash areas.)3. Garage Walls, and Ceilings: (2) 1/2" Type "X" gy psum board fire taped on all walls and ceiling, OR (1) 5/8" Type "X" gypsum board fire taped on all walls and c eiling.4. See Plan / Contractor / Owner in regards to any "rounded corners".PAINTING 1. Type and color to be verified with contractor / owner.CABINETS 1. Check with contractor / Owner in regards to all Kitchen Cabinets, Bathroom Vanities, and Additional Cabinets.FLOOR COVERINGS 1. Check with contractor / Owner in regards to floo r coverings.2. Contractor will provide 3/8" particle board unde rlayment in all areas where linoleum or vinyl floor coverings are to be used.SPECIAL EQUIPMENT 1. Check with contractor / owner for complete list of equipment to be provided.2. Unless specified by owner, all fixtures will be white (or of a neutral color) and faucets will be c hrome. Owner to verify all plumbing fixtures to be used.3. Heating Equipment: Check with Plan / Contractor / Owner.ELECTRICAL NOTES NOTE: Unless otherwise indicated, all mechanical, p lumbing, and electrical systems are to be BIDDER DESIGNED and conform to the latest editions of the mechanical, plumbing, and electrical codes. BIDDER to provide complete calculations and shop drawings to the building department as applicable. Contractor to field verify existing system conditions and capacities. Advanced Drafting Services (ADS) will not be held l iable or responsible for these items.Rec'd Date:Mod. Dates:Start Date:2015/12/29 Sheet Number:ofSheet List Area:1st Review Date:ADVANCED DRAFTING SERVICES, PLLC 469 N Ammon Road, Idaho Falls, Idaho 83401 Phone (208) 552 - 2831 E-Mail: adspllc@gmail.com FY-20152015-1462015/12/29 2015/12/29 A New Residence for:Melanee Sutton Contractor: Blumhorst Construction Location:Plan Date: 2016/01/21 Drafted By:Daren J. Murdock Reviewed By:Draftsman Senior Arch.Draftsman Daren J. MurdockSenior Arch.Basement Sq. Ft.:Main Floor Sq. Ft.:Garage Sq. Ft.:Total Sq. Ft.:Bsmt. Living Sq. Ft.:Main Living Sq. Ft.:2004.00 2004.00 742.00 4008.00 1782.00 1892.00Elev -A01 -A02 -Plot -D01 -Elevations Basement Plan Main Floor PlanPlot Plan Cross Section Code - 2012-IRC Notes v15.12015/12/31.2016/01/12.2016/01/21.GN - General Notes S01 - Sheets by EngineerBy ADS,PLLC 2015/03/25IRC-2012 Building Code Project to conform to the Code Code........Ammon Road 1st Street Garnet Ruby Cir.These plans are NOT to be considered for construction IF and ONLY IF --A:) The phrase " Preliminary Drawing" and/or "Not for Construction" is printed ANYWHERE within this plan set, AND/OR B:) The General Notes and Specification sheet AND Code Sheet are not attached to this drawing during the obtaining of permits.The GN&S and Code Sheets are not required to be present in working drawing sets after permits have been obtained.Liability for this project remains the SOLE PROPERTY of of the Contractor & Owner for the suitability of these plans.