HomeMy WebLinkAboutBLDG-2883-2023_STAMPED TRUSS CALCS
02/27/2024November 1, 201 November 2, 201 November 6, 201 November 8, 201
REVIEWED FOR
CODE COMPLIANCE
City of San Luis Obispo
Building & Safety Division
Order#: 7330M
Salesperson: Mark Herring
Designer: Mark Herring
Company Code: OB
Invoice#: 7330M
P.O. Box 850
Guadalupe, CA. 93434
Phone: (805) 343-2555 Fax: (805) 343-2377
Steve@TrusPro.com www.TrusPro.com
TrusPro Structural Components Inc
Bill Of Lading
Name:
Address:
City, State, Zip:
Phone:Fax:
Bill To
_Owner/Builder
CA
(___) ___-____(___) ___-____
San Luis Obispo, CA _____
133 Foothill
Ship To
Fax:Phone:
City, State, Zip:
Address:
Name:
Job Name:7330M
Contact:
Phone
Job Description:Twisselman ADU
Fax
_Owner/BuilderCustomer:
Qty Truss ID SpanProfile
Overhangs Heel Heights
Wght.Pitch HeightLeftRightRightLeft
1-4-0 1-4-15 2-0-02-0-0
2
2 8316-0-01A123
0-5-13 2-0-13 2-0-02419-6-02B02
0-5-13 2-0-13 2-0-02439-6-02B120
0-5-13 2-0-13 2-0-02439-6-02B25
Total Lineal Feet
21421702
Total Board Feet Max Truss HeightTotal Truss WeightMax SpanTotal Trusses
50 3066 lbs16-0-0 4-4-0
WARRANTIES PROVISIONS:
Supplier warrants for one year from date of delivery that its manufactured Products shall be new and of industry standard quality in the trade and within the
description set forth in this Agreement. Any items not manufactured by Supplier are warranted only as warranted by the manufacturer of such items, otherwise
all such items are sold on an “AS IS” basis. THE FOREGOING WARRANTIES ARE EXCLUSIVE, AND ARE IN LIEU OF ALL OTHER WARRANTIES (WHETHER
WRITTEN, ORAL, OR IMPLIED AND INCLUDING ANY REGARDING THE MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE) NOT SPECIFIED
HEREIN, RESPECTING THIS CONTRACT. Supplier’s warranty shall exclude losses caused by improper operating, storing, handling, installation, and bracing.
Supplier’s obligations and liabilities under this Contract are expressly and exclusively limited to repair or replacement of defective Products or, at the option of the
Supplier, to the refund of the purchase price. IN NO EVENT SHALL THE CONTRACTOR BE ENTITLED TO RECOVER FOR INCIDENTAL, CONSEQUENTIAL, OR
SPECIAL DAMAGE, INCLUDING THE LOSS OF PROFITS, OR OTHER COMMERCIAL LOSS.
DEFAULT AND TERMINATION PROVISIONS:
In case of a good faith claim against Supplier for any defect or non-conformity with respect to the Products sold, written notice setting forth such defect or non-
conformity must be submitted to Supplier within 30 days of truss delivery. Supplier shall have no less than 7 business days from date of receipt of such notice to
either accept such claim or commence any necessary repair or replacement of Product. Upon termination for convenience, Supplier shall be paid for all Products
manufactured and delivered.
By signing below, it is agreed that at least one set of bracing and installation instructions have been received with this order.
Accepted By:____________________________________ Date:_____________
10/31/2023 11:01:48
AM
1 of 1Eagle Metal Products - TrueBuild® Report Engine v5.5.30.2 Job# 7330M
1500 lbs (2)
(23) 1A1
2B
0
2B
0
(13) 2B1 (7) 2B1
(5) 2B2
16
'
0
"
9'
6
"
47' 6"
15
0
0
#
D
R
A
G
15
0
0
#
D
R
A
G
7330M
Twisselman ADU
133 Foothill
San Luis Obispo, CA
The truss designs referenced below have been prepared by me or under my direct supervision based on the truss design
criteria and requirements ("design criteria") provided by TrusPro Structural Components IncTrusPro Structural Components Inc .
These truss designs are intended for the fabrication of individual building components that will perform to the design
criteria provided. Any variance from the design criteria will render the affected truss designs inapplicable.
Listed below are the truss designs included in this package and covered by this seal.
Job: 7330M7330M - 1197618
1A1, 2B0, 2B1, 2B2
Any location identification is for file reference only. No determination of the appropriateness of design criteria for any
specific project has been made in preparing the truss designs.
Please refer to individual truss designs for specific design criteria.
Arturo A. Hernandez (CA, C72517)
My license expiration date for the state of CA is 06/30/2024.
IMPORTANT NOTE: The responsibility of the engineer sealing this package, as a Truss Engineer, is solely for design of
individual trusses as individual building components based upon design criteria provided by others and set forth in the
referenced truss drawings. The truss design criteria for the components have not been verified as appropriate for any
particular building, project or use. Adequacy and suitability of design criteria and requirements for the truss designs for
any specific project are the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2.
Empowering great component manufacturers.
1197618 0001/0006
1.The Truss Design Drawing(s) provided with these Design Notes
have been prepared under and are subject to ANSI / TPI 1
published by the Truss Plate Institute, www.tpinst.org.
Capitalized terms have the meanings provided in ANSI / TPI 1.
2.Copies of each Truss Design Drawing shall be furnished to the
installation contractor, Building Designer, Owner and all persons
fabricating, handling, installing, bracing, or erecting the trusses.
DESIGN LIMITATIONS
3.The Truss Design Drawing is based upon specifications provided
by the Building Designer in accordance with ANS1 / TPl 1. Neither
the Truss Designer, Eagle, nor an engineer who seals this design
(if any) assumes any responsibility for the adequacy or accuracy
of specifications provided by the Building Designer.
4.The Building Designer is solely responsible for the suitability
based upon the Truss Design Drawing and shall be responsible
for reviewing and verifying that the information shown is in
general conformance with the design of the Building.
5.Each Truss Design Drawing is for the individual building
component (a truss). A seal on the Truss Design Drawing
indicates acceptance of professional engineering responsibility
solely for the individual truss.
6.Each Truss Design Drawing assumes trusses will be suitably
protected from the environment.
HANDLING, INSTALLING, & BRACING
7.Refer to Building Component Safety Information (BCSI) for
handling, installing, restraining and bracing trusses. Copies can
be obtained from the Structural Building Components
Association, www.sbcindustry.com.
8.Bracing shown on each Truss Design Drawing is for lateral
support of individual truss components only to reduce buckling
lengths. All temporary and permanent bracing, including lateral
load and diagonal or cross bracing, are the responsibility,
respectively, of the erector and Building Designer.
9.Eagle is not responsible for improper truss fabrication, handling,
erection or bracing.
10.Compression chords shall be laterally braced by the roof or floor
sheathing, directly attached, or have purlins provided at spacing
shown, unless noted otherwise.
DESIGN NOTES
REFERENCES
•ANSI / TPI 1: National Design Standard for
Metal Plate Connected Wood Trusses
•BCSI: Building Component & Safety
Information - Guide to Good Practice for
Handling, Installing, Restraining, & Bracing of
Metal Plate Connected Wood Trusses.
•NDS: National Design Specification for Wood
Construction
•ESR: 1082 published by the International
Code Council. www.icc-es.org
SYMBOLS
PLATE SIZE
3X4 - The first dimension is the width
perpendicular to slots. Second dimension is
the length parallel to slots.
-, /, I, Indicates required direction of
slots; Reference “Joint Details” for more
information.
20 Ga Gr40 connectors required
3X10-20HS - 20 Ga Gr60 connectors required
8X10-18HS - 18 Ga Gr60 connectors required
LATERAL BRACING
When this symbol shown,
continuous lateral bracing is
required on the member of the truss.
BEARING
Indicates location where bearings
(supports) occur.
PLATE LOCATION & ORIENTATION
The plate shall be centered on
joint and/or placed in accordance
with the design drawing/QC full
scale details.
11.Bottom chord required bracing shall be at 1Oft spacing or less, if
no structural rated ceiling is installed, unless noted otherwise.
12.Strongbacking shall be installed on all parallel chord trusses,
including flooring systems, to limit deflection and reduce
vibration. Refer to BCSI-B7.
13.Never exceed the design loading shown. Never stack building or
other materials on inadequately braced truss; refer to BCSI.
14.Concentration of construction loads greater than the design loads
shall not be applied to the trusses at any time; refer to BCSI.
15.Trusses shall be handled with care prior to erection to avoid damage.
Refer to BCSI for recommended truss handling and erection.
MATERIALS & FABRICATION
16.Lumber moisture content shall be 19% or less at the time of
fabrication unless noted otherwise.
17.Lumber used shall be of the species and size, and in all respects,
equal to or better than that specified.
18.Unless expressly noted, the truss designs are not applicable for
use with fire retardant or preservative treated lumber.
19.Plates shall be applied on both faces of truss at each joint and
embedded fully. Knots and wane at joint locations shall be
regulated in accordance with ANSl / TPl 1.
20.For a specified plate gauge and grade, the specified size is a
minimum.
21.Connections not shown are the responsibility of others.
22.Adequate support shall be provided to resist gravity, lateral and
uplift loads.
23.For 4X2 truss orientation, locate plates 0 - 1/16” from outside the
edge of the truss.
24.Fabrication of truss shall be in accordance with ANSI / TPI 1.
OTHER NOTES
25.Camber is a non-structural consideration and is the responsibility
of truss fabricator.
26.Do not cut or alter any truss member or plate without prior
approval from a professional engineer.
27.Lumber design values are in accordance with ANSI / TPI 1; lumber
design values are by others.
28.Install specified hangers per manufacturer recommendations.
WARNING: Failure to follow may result in property damage or personal injury.
042020
®
1197618 0002/0006
TrusPro Inc.
695 Obispo Street
Guadalupe, CA 93434
Ph: (805)343-2555 Fax: (805)343-2377
Truss:1A1
Job: 7330M
Date: 10/30/23 19:25:48
Page: 1 of 1
Notes: All connector plates to be Eagle
20 gauge unless otherwise noted
SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY
16-0-0 2 /12 23 2-0-0 2-0-0 0-0-0 0-0-0 1 24 in 83 lbs
ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANY TRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFER TO ALL
OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCT'S DESIGN NOTES ISSUED WITH THIS DESIGN AND
AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METAL CONNECTORS ARE USED.
TrueBuild® Truss Software v5.6.429.2
Eagle Metal Products
20-0-0
2-0-0 2-0-05-4-0
5-4-0
5-4-0
10-8-0
5-4-0
16-0-0
0-0-0
2-8-0
2-8-0
5-4-0
8-0-0
5-4-0
13-4-0
2-8-0
16-0-0
2-7-1
4-
4
-
0
1-
4
-
0
2-
7
-
1
1-
8
-
1
5
1-
4
-
1
5
-0
-
1
-
0
1-
0
-
5
2 12
212
10
14x4 /
24x4 /
37x8 /
48x12 /11
51.5x3 |
64x4 /
73x4 /
84x4 /91.5x3 |
All plates shown to be Eagle 20 unless otherwise noted.
Loading (psf)
TCLL : 20
TCDL : 13(rake)
BCLL : 0
BCDL : 8(rake)
General
Bldg Code : CBC 2022/
TPI 1-2014
Rep Mbr : Yes
Lumber D.O.L. : 125 %
CSI
TC : 0.23 (4-11)
BC : 0.41 (7-8)
Web : 0.42 (1-8)
Deflection L/ (loc) Allowed
Vert TL: 0.23 in L / 791 (7-8) L / 240
Vert LL: 0.07 in L / 999 7 L / 360
Horz TL: 0.01 in 4
Reaction
JT Brg Combo Brg Width Rqd Brg Width Max React Max Grav Uplift Max MWFRS UpliftMax C&C Uplift Max Uplift Max Horiz
9 1 5.5 in 1.50 in 772 lbs · -102 lbs -218 lbs -218 lbs 159 lbs
4 1 5.5 in 1.50 in 815 lbs · -152 lbs -275 lbs -275 lbs ·
Material Bracing
TC: DFL #2 2 x 6 TC: Sheathed or Purlins at 5-5-0, Purlin design by Others.
BC: DFL #2 2 x 4 BC: Sheathed or Purlins at 10-0-0, Purlin design by Others.
Web: SPF Stud 2 x 4
Loads
1) This truss has been designed for the effects due to non-concurrent 10 psf bottom chord live load plus dead loads.
2) This truss has been designed for the effects of wind loads in accordance with ASCE7 - 16 with the following user defined input: 110 mph (Factored), Exposure
C, Enclosed, Gable, Risk Category II, h=B=L=10 ft, Not End Zone Truss, Both end webs considered. DOL = 1.60
3) Non-concurrent minimum storage attic loading has been applied in accordance with IBC 1607.1
4) A 300 lbs moving/sprinkler point load (distributed over three trusses) has been applied to the TC concurrent with other dead loads.
Member Forces Table indicates: Member ID, max CSI, max axial force, (max compr. force if different from max axial force). Only forces greater than 300lbs are shown in this table.
TC 1-2 0.160 -1,077 lbs
2-3 0.201 -2,003 lbs
3-4 0.219 -854 lbs
BC 6-7 0.381 1,796 lbs (-290 lbs)7-8 0.406 1,937 lbs (-362 lbs)
Web 1-9 0.152 -753 lbs
1-8 0.419 1,059 lbs (-60 lbs)
2-8 0.276 -1,002 lbs
3-7 0.140 354 lbs
3-6 0.249 -961 lbs
4-6 0.395 998 lbs (-85 lbs)
Notes
1) Unless noted otherwise, do not cut or alter any truss member or plate without prior approval from a Professional Engineer.
2) This truss has been designed using the green service reduction factors.
3) The fabrication tolerance for this roof truss is 20 % (Cq = 0.80).
4) Brace bottom chord with approved sheathing or purlins per Bracing Summary.
5) A creep factor of 2.00 has been applied for this truss analysis.
6) Horizontal clearance between inside face of bearing and where the outside edge of the end web meets the bottom side of the top chord shall not exceed 0.5"
7) Listed wind uplift reactions based on MWFRS & C&C loading.
1197618 0003/0006
TrusPro Inc.
695 Obispo Street
Guadalupe, CA 93434
Ph: (805)343-2555 Fax: (805)343-2377
Truss:2B0
Job: 7330M
Date: 10/30/23 19:25:49
Page: 1 of 1
Notes: All connector plates to be Eagle
20 gauge unless otherwise noted
SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY
9-6-0 2 /12 2 2-0-0 0-0-0 0-0-0 0-0-0 1 24 in 41 lbs
ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANY TRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFER TO ALL
OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCT'S DESIGN NOTES ISSUED WITH THIS DESIGN AND
AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METAL CONNECTORS ARE USED.
TrueBuild® Truss Software v5.6.429.2
Eagle Metal Products
11-6-0
2-0-0 9-6-0
9-6-0
0-0-0
9-6-0
9-6-0
0-0-0
2-
4
-
9
2-
0
-
1
3
0-
5
-
1
3
2 12
12
14x6 -
22x4 |32x4 |42x4 |52x4 |
61.5x3 |
71.5x3 |81.5x3 |91.5x3 |101.5x3 |111.5x3 |
All plates shown to be Eagle 20 unless otherwise noted.
Loading (psf)
TCLL : 20
TCDL : 13(rake)
BCLL : 0
BCDL : 8
General
Bldg Code : CBC 2022/
TPI 1-2014
Rep Mbr : No
Lumber D.O.L. : 125 %
CSI
TC : 0.17 (1-2)
BC : 0.07 (11-1)
Web : 0.06 (6-7)
Deflection L/ (loc) Allowed
Vert TL: 0 in L / 999 (11-1) L / 240
Vert LL: 0 in L / 999 (11-1) L / 360
Horz TL: 0 in
Reaction
Brg Combo Brg Width Rqd Brg Width Max React Max Grav Uplift Max MWFRS UpliftMax C&C Uplift Max Uplift Max Horiz
1 114 in N/A 90 lbs · -9 lbs -34 lbs -34 lbs -25 lbs
1 114 in N/A 121 lbs · -20 lbs -53 lbs -53 lbs ·
1 114 in N/A 113 lbs · -16 lbs -58 lbs -58 lbs ·
1 114 in N/A 103 lbs · -16 lbs -47 lbs -47 lbs ·
1 114 in N/A 182 lbs · -27 lbs -63 lbs -63 lbs ·
1 114 in N/A 319 lbs -119 lbs -74 lbs -249 lbs -249 lbs -1,049 lbs
1 114 in N/A 158 lbs -50 lbs · · -50 lbs 554 lbs
Material Bracing
TC: DFL #2 2 x 6 TC: Sheathed or Purlins at 6-3-0, Purlin design by Others.
BC: DFL #2 2 x 4 BC: Sheathed or Purlins at 10-0-0, Purlin design by Others.
Web: DFL #2 2 x 3
Loads
1) This truss has been designed for the effects due to a 1,500 lbs (128.7 plf) drag load distributed along the TC rake from each direction.
2) This truss has been designed for the effects of wind loads in accordance with ASCE7 - 16 with the following user defined input: 110 mph (Factored), Exposure
C, Enclosed, Gable, Risk Category II, h=B=L=10 ft, Not End Zone Truss, Both end webs considered. DOL = 1.60
3) A 300 lbs moving/sprinkler point load (distributed over three trusses) has been applied to the TC concurrent with other dead loads.
Member Forces Table indicates: Member ID, max CSI, max axial force, (max compr. force if different from max axial force). Only forces greater than 300lbs are shown in this table.
TC 1-2 0.168 -1,095 lbs
2-3 0.098 -722 lbs
3-4 0.061 -546 lbs
4-5 0.042 -370 lbs
BC
Web
Notes
1) Unless noted otherwise, do not cut or alter any truss member or plate without prior approval from a Professional Engineer.
2) Gable requires continuous bottom chord bearing.
3) Gable webs placed at 16 " OC, U.N.O.
4) Attach gable webs with 1.5x3 20ga plates, U.N.O.
5) Bracing shown is for in-plane requirements. For out-of-plane requirements, refer to BCSI-B3 published by the SBCA.
6) This truss has been designed using the green service reduction factors.
7) The fabrication tolerance for this roof truss is 20 % (Cq = 0.80).
8) A creep factor of 2.00 has been applied for this truss analysis.
9) Due to negative reactions in gravity load cases, special connections to the bearing surface at joints 1, 1 may need to be considered.
10) Listed wind uplift reactions based on MWFRS & C&C loading.
1197618 0004/0006
TrusPro Inc.
695 Obispo Street
Guadalupe, CA 93434
Ph: (805)343-2555 Fax: (805)343-2377
Truss:2B1
Job: 7330M
Date: 10/30/23 19:25:49
Page: 1 of 1
Notes: All connector plates to be Eagle
20 gauge unless otherwise noted
SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY
9-6-0 2 /12 20 2-0-0 0-0-0 0-0-0 0-0-0 1 24 in 43 lbs
ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANY TRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFER TO ALL
OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCT'S DESIGN NOTES ISSUED WITH THIS DESIGN AND
AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METAL CONNECTORS ARE USED.
TrueBuild® Truss Software v5.6.429.2
Eagle Metal Products
11-6-0
2-0-0 4-9-0
4-9-0
4-9-0
9-6-0
0-0-0
4-9-0
4-9-0
4-9-0
9-6-0
0-0-0
2-
4
-
9
2-
0
-
1
3
0-
5
-
1
3
2 12
6
14x6 -
24x4 /
31.5x3 |
43x4 -51.5x3 |
All plates shown to be Eagle 20 unless otherwise noted.
Loading (psf)
TCLL : 20
TCDL : 13(rake)
BCLL : 0
BCDL : 8
General
Bldg Code : CBC 2022/
TPI 1-2014
Rep Mbr : Yes
Lumber D.O.L. : 125 %
CSI
TC : 0.20 (1-2)
BC : 0.27 (4-5)
Web : 0.44 (2-4)
Deflection L/ (loc) Allowed
Vert TL: 0.09 in L / 999 (4-5) L / 240
Vert LL: 0.03 in UP L / 999 5 L / 360
Horz TL: 0.02 in 4
Reaction
JT Brg Combo Brg Width Rqd Brg Width Max React Max Grav Uplift Max MWFRS UpliftMax C&C Uplift Max Uplift Max Horiz
1 1 5.5 in 1.50 in 533 lbs · -91 lbs -320 lbs -320 lbs 86 lbs
4 1 1.5 in --- 383 lbs · -53 lbs -173 lbs -173 lbs ·
Material Bracing
TC: DFL #2 2 x 6 TC: Sheathed or Purlins at 6-3-0, Purlin design by Others.
BC: DFL #2 2 x 4 BC: Sheathed or Purlins at 10-0-0, Purlin design by Others.
Web: SPF Stud 2 x 4
Loads
1) This truss has been designed for the effects due to non-concurrent 10 psf bottom chord live load plus dead loads.
2) This truss has been designed for the effects of wind loads in accordance with ASCE7 - 16 with the following user defined input: 110 mph (Factored), Exposure
C, Enclosed, Gable, Risk Category II, h=B=L=10 ft, Not End Zone Truss, Both end webs considered. DOL = 1.60
3) Non-concurrent minimum storage attic loading has been applied in accordance with IBC 1607.1
4) A 300 lbs moving/sprinkler point load (distributed over three trusses) has been applied to the TC concurrent with other dead loads.
Member Forces Table indicates: Member ID, max CSI, max axial force, (max compr. force if different from max axial force). Only forces greater than 300lbs are shown in this table.
TC 1-2 0.197 -946 lbs
BC 4-5 0.266 914 lbs (-331 lbs)5-1 0.206 914 lbs (-331 lbs)
Web 2-4 0.435 -931 lbs
Notes
1) Unless noted otherwise, do not cut or alter any truss member or plate without prior approval from a Professional Engineer.
2) This truss has been designed using the green service reduction factors.
3) The fabrication tolerance for this roof truss is 20 % (Cq = 0.80).
4) Hanger is for graphical interpretation only. Install hanger per manufacturer's recommendation.
5) Brace bottom chord with approved sheathing or purlins per Bracing Summary.
6) A creep factor of 2.00 has been applied for this truss analysis.
7) Listed wind uplift reactions based on MWFRS & C&C loading.
1197618 0005/0006
TrusPro Inc.
695 Obispo Street
Guadalupe, CA 93434
Ph: (805)343-2555 Fax: (805)343-2377
Truss:2B2
Job: 7330M
Date: 10/30/23 19:25:50
Page: 1 of 1
Notes: All connector plates to be Eagle
20 gauge unless otherwise noted
SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY
9-6-0 2 /12 5 2-0-0 0-0-0 0-0-0 0-0-0 1 24 in 43 lbs
ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANY TRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFER TO ALL
OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCT'S DESIGN NOTES ISSUED WITH THIS DESIGN AND
AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METAL CONNECTORS ARE USED.
TrueBuild® Truss Software v5.6.429.2
Eagle Metal Products
11-6-0
2-0-0 4-9-0
4-9-0
4-9-0
9-6-0
0-0-0
4-9-0
4-9-0
4-9-0
9-6-0
0-0-0
2-
4
-
9
2-
0
-
1
3
0-
5
-
1
3
2 12
6
14x6 -
24x4 /
31.5x3 |
43x4 -51.5x3 |
All plates shown to be Eagle 20 unless otherwise noted.
Loading (psf)
TCLL : 20
TCDL : 13(rake)
BCLL : 0
BCDL : 18
General
Bldg Code : CBC 2022/
TPI 1-2014
Rep Mbr : Yes
Lumber D.O.L. : 125 %
CSI
TC : 0.21 (1-2)
BC : 0.38 (4-5)
Web : 0.55 (2-4)
Deflection L/ (loc) Allowed
Vert TL: 0.14 in L / 778 (4-5) L / 240
Vert LL: 0.03 in UP L / 999 5 L / 360
Horz TL: 0.02 in 4
Reaction
JT Brg Combo Brg Width Rqd Brg Width Max React Max Grav Uplift Max MWFRS UpliftMax C&C Uplift Max Uplift Max Horiz
1 1 5.5 in 1.50 in 626 lbs · -34 lbs -264 lbs -264 lbs 86 lbs
4 1 1.5 in --- 480 lbs · · -115 lbs -115 lbs ·
Material Bracing
TC: DFL #2 2 x 6 TC: Sheathed or Purlins at 6-3-0, Purlin design by Others.
BC: DFL #2 2 x 4 BC: Sheathed or Purlins at 10-0-0, Purlin design by Others.
Web: SPF Stud 2 x 4
Loads
1) This truss has been designed for the effects due to non-concurrent 10 psf bottom chord live load plus dead loads.
2) This truss has been designed for the effects of wind loads in accordance with ASCE7 - 16 with the following user defined input: 110 mph (Factored), Exposure
C, Enclosed, Gable, Risk Category II, h=B=L=10 ft, Not End Zone Truss, Both end webs considered. DOL = 1.60
3) Non-concurrent minimum storage attic loading has been applied in accordance with IBC 1607.1
4) A 300 lbs moving/sprinkler point load (distributed over three trusses) has been applied to the TC concurrent with other dead loads.
Member Forces Table indicates: Member ID, max CSI, max axial force, (max compr. force if different from max axial force). Only forces greater than 300lbs are shown in this table.
TC 1-2 0.205 -1,192 lbs
BC 4-5 0.382 1,156 lbs (-186 lbs)5-1 0.309 1,156 lbs (-186 lbs)
Web 2-4 0.551 -1,178 lbs
Notes
1) Unless noted otherwise, do not cut or alter any truss member or plate without prior approval from a Professional Engineer.
2) This truss has been designed using the green service reduction factors.
3) The fabrication tolerance for this roof truss is 20 % (Cq = 0.80).
4) Hanger is for graphical interpretation only. Install hanger per manufacturer's recommendation.
5) Brace bottom chord with approved sheathing or purlins per Bracing Summary.
6) A creep factor of 2.00 has been applied for this truss analysis.
7) Listed wind uplift reactions based on MWFRS & C&C loading.
1197618 0006/0006