HomeMy WebLinkAboutNSFR2025-002313ADDRESS
3405 Witt Ct
Grapevine, TX 76092
LEGAL
Ferguson Place Block 1
Lot 8
PERMIT HOLDER
Eason Maykus Kosse M
aykus
K M Properties, Inc. DBA
Maykus Custom H
(817) 329-3111
COLLABORATORS
•Eason Maykus
Maykus Homes
(817) 329-3111
•Eason Maykus Kosse
Maykus
K M Properties, Inc.
DBA Maykus Custom
H
(817) 329-3111
OWNERS
•Lonesome Dove Llc
Ferguson
INSPECTIONS 13
1. Building Tree Inspection
2. Building Setback
3. Building Foundation/Footing
4. Building Pier
5. Building Framing
6. Building Bracing / Sheathing
7. Building Wall Tie Inspection
8. Building Drive Approach
9. Sidewalk Inspection
10. Building Termite Verification
11. Building Energy Code
12. Lot Drainage Inspection
13. Building Final
INFORMATION FIELDS
**APPLICANT NAME (Individual)Eric Schwarze
**APPLICANT PHONE NUMBER 817-2293-590
APPLICANT E-MAIL
VALUATION 787930
Square Footage 4761
* CONSTRUCTION TYPE VB
* OCCUPANCY GROUP R-3
DOCUMENT - LOT DRAINAGE PLOT
PLAN (CITY STAFF USE ONLY)25-002313 LOT DRAINAGE REVIEW.pdf
DOCUMENTS - MISC 01 3405 witt BUILDING PERMIT
APPLICATION1.pdf
DOCUMENTS - MISC 02 Grading and Drainage plan.pdf
DOCUMENTS - MISC 03 3405 construction docs.pdf
DOCUMENTS - MISC 04 3405 Witt - 18-SP1.3.pdf, 3405 Witt - 18-
SP1.2.pdf, 3405 Witt - 18-SP1.1.pdf
* ZONING DISTRICT R-7.5
APPROVED TO ISSUE ELECTRIC YES
APPROVED TO ISSUE MECHANICAL YES
APPROVED TO ISSUE PLUMBING YES
SETBACK: LEFT 6
SETBACK: FRONT 30
City of Grapevine
PO Box 95104
Grapevine, Texas 76099
817) 410-3166
Building - Single Family
Residence
Project # 25-002313
Project Description: Construct New Single Family Residence
[ELECTRONIC REVIEW]
Issued on: 07/31/2025 at 1:38 PM
MYGOV.US 25-002313, 07/31/2025 at 1:38 PM Issued by: Courtney Cogburn
Page 1/3
SETBACK: REAR 25
SETBACK: RIGHT 6
WATER DEPT. LOT DRAINAGE FEE 150
INFORMATION FIELDS
FEE TOTAL PAID DUE
**Building Permit Fee, R-3
(New Construction) SF $ 2,618.55 $ 2,618.55 $ 2,618.55
Residential Lot Drainage Fee $ 150.00 $ 150.00 $ 150.00
TOTALS $ 2,768.55 $ 2,768.55 $ 0.00
READ AND SIGN
I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF
MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO
THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN
COMPLIANCE WITH THE CITY OF GRAPEVINE ORDINANCE REGULATING
CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT
DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR
ORDINANCE OF THE CITY OF GRAPEVINE.
I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE
NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND THAT
THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING
SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL
AGENCY(S).
July 31, 2025
Signature Date
City of Grapevine Building - Single Family Residence
Project # 25-002313
NOTICES
1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE.
** ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL
BUILDING CODE.
2) City Approved Stamped Plans must be on-site for ALL INSPECTIONS.
3) Project address must be clearly posted at the job site.
NOTES
MYGOV.US 25-002313, 07/31/2025 at 1:38 PM Issued by: Courtney Cogburn
Page 2/3
RECEIVED: 6�t7�2025 DATE OF ISSUANCE-iJ jj 7Il.
25-002313
3405 WITT COURT PERMIT #: 25-002313
NEW SINGLE FAMILY RESIDENCE
iW 1 L D EN U 11I: KMIT APPLICATION 1 ELECTRONIC REVIEW
(PLEASE PRINT LEGIBLY — COMPLETE ENTIRE FORM)
JOB ADDRESS: 3405 Witt Court
LOT: 8 BLOCK: 1
SUBDIVISION: Furgeson Place
BUILDING CONTRACTOR (company name): Maykus Homes
CURRENT MAILING ADDRESS: PO BOX 92747
CITY/STATE/ZIP: Southlake TX 76092
PROPERTY OWNER: Maykus Homes
CURRENT MAILING ADDRESS: PO BOX 92742
CITY/STATE/ZIP: Southlake TX 76092
PROJECT VALUE: $ 787930
SUITE #
PH: # 817-329-3111 Fax #
PHONE NUMBER: 817-329-3111
FIRE SPRINKLERED? YES NO X
WHAT TRADES WILL BE NEEDED? (check ones that apply) ELECTRIC X PLUMBING X MECHANICAL X
DESCRIPTION OF WORK TO BE DONE: construction of a new single family home
USE OF BUILDING OR STRUCTURE: single family residence
NAME OF BUSINESS:
Total Square Footage under roof: 4761 Square Footage of alteration/addition:
Ek I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with
State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings,
alterations and additions)
❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: (Not required for I & 2 family dwellings)
❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas
Department of Health.
(REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS)
I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by
the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of
this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE
DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND
OR FEDERAL AGENCY(S). PRINT NAME: Eric Schwarze SIGNATURE rzG 'Sc4aaAl
PHONE* 817-229-3590 EMAIL:
❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Construction Type: VB I Permit Valuation: $ Setbacks Approval to Issu
Occupancy Grout): - 3 Fire Sprinkler: YES NO I Front: ?0 I Electrical
I Y f �
Division: I Building Depth: Left: (P Plumbing
Zoning: le` Bilding Width: I Rear: 7,� Mechanical
Occupancy Load: I �/ , Grease Trap Ri,,ht: & Hood
41 ��
Plan Review Approval: >roval: Date: , - �3' Building Permit Fee: 2,618.55
Site Plan Approval:
Date:
Plan Review Fee:
Fire Department:
Date:
Lot Drainage Fee: 150.00
0
Public Works Department:
Date:
Sewer Availability Rate: 845.00,
co 00
Health Department:
Date:
Water Availability Rate: 1,543.00
*"
Approved for Permit:
Date:
Total Fees:
Lot Drainage Submitted:
Approved:
Total Amount Due: 2,768.55
�11104,316,2)
P.O. BOX 95104, GRAPEVINE, TX76099(817) 410-3165
I TAP FEES: SEWER, 40.00, WATER, 150.00
O:FORMF\DSPERMITAPPLICATIONS I/02-Rev
11/09,4/11,2119
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3405 LUITT GOURT.
ED SaF CONSTRUCTION STARTS.
1, EROSION CONTROL REQUt ..
2. NO CONSTRUCTIONS FIk.�-fNO1 CUTTING, OR GRADE CHANGE IN
EASEMENT WITHOUT RA DRAINAGE PATTERN.
3. MAINTAIN CURRENT
4.
GRASSIEROSION CONTROL REQUIRED BEFORE FINAL.
NSF A
AUSTIN
13801 Avenue K
Austin, TX 78728
p. (512) 251-1044
f. (512) 251-0681
BELTON/TEMPLE
2016 S. Highway Blvd.
Belton, TX 76513
p. (254) 939-0888
f. (254) 939-0823
SAN ANTONIO
464 Rodeo Drive
Spring Branch, TX 78070
p. (210) 657-2741
f. (210) 657-4764
DALLAS/FT. WORTH
4329 Clay Ave
Haltom City, TX 76117
p. (817) 577-9444
f. (817) 577-9949
March 18, 2025
Maykus Custom Homes
P.O. Box 92747
Southlake, TX 76092
Re: 3405 Witt Court (Lot 8/Block 1)
Ferguson Place
Grapevine, TX
To Whom it May Concern:
The foundation for the above referenced project was designed using current engineering
practices and site-specific geotechnical data. The design complies with recommendations
set forth by the Post-Tensioning Institute (PTI) 3rd Edition and/or specifications stated
in the 2021 International Residential Code. Geotechnical information used for the
design is as follows:
Geotechnical Lab: EWI
Report #: HC226957R
Report Date: 01/23
Allowable Bearing Capacity: 1500 PSF
Please contact us if you have any questions.
Sincerely,
Alan Golightly, PE
F-4031
Foundation Maintenance and Care for Homeowners
Your new home has been constructed using a concrete slab-on-grade foundation. This is the most used type of foundation
system in Texas. This type of foundation can be reinforced with conven tional mild steel reinforcing, post- tensioned tendons, or a
combination of the two. Most builders in the area use post- tensioning, along with some conventional reinforcing.
All slab-on-grade foundations are designed to sit on top of the ground and float or flex with movement in the bearing soils.
The foundations are built with a certain amount of rigidity; however, they are allowed by normal design parameters to deflect and
bend a certain amount. Typically, foundation movements are caused by some change in the bearing soils beneath and directly
surrounding the house. The most critical "changeable" factor in the sub-grade soils is the moisture content. This is important because
most of the clay soils in the Central Texas area are "active", that is, they ha ve an electromagnetic attraction for water and swell or
heave upward when they can absorb water. On the other hand, these clays shrink and subside when they become dry. Thus, it is said
that to stabilize and control the movement of clay soils, it is necessary to control their access to water. If the moisture content under
the foundation is maintained in a stable condition, the foundation itself will tend to be more stable, and deflection or crac king in the
walls of the home should be minimized.
When a home is constructed, the moisture content of the soil beneath the foundation is fairly uniform and evenly distributed.
The slab foundation acts as a lid or covering, and protects and stabilizes it, except at the edges. Around the edges, swellin g or
subsidence can take place, depending upon environmental influences. If the soil outside the foundation along the perimeter is not well -
drained, rainwater, sprinkler water or other irrigation water may puddle and slowly saturate the adjacent soil under the foun dation. The
saturated soil will swell and heave upward, causing "edge lift". On the other hand, if watering is neglected, and the soil is exposed to
summer sun and hot breezes, the soil will dry out, shrink, crack visibly, and subside, causing "edge drop" or "cen ter lift". Either of
these conditions may progress to the point where the foundation of the home is deflected, and the frame structure above is distorted
and develops severe cracking.
It is important that as a homeowner you realize that your foundation is more than just inert, passive concrete and steel. It is an
element that will respond to changing conditions, and it needs understanding and maintenance if it is going to give satisfact ory service.
The following are several recommended procedures, which will be helpful in this regard:
1) Be certain that the yard around the house slopes away from the foundation. Any standing or ponding water next to the foundation
can cause undue unnecessary soil and foundation movement. Be sure the builder has sloped the yar d for good drainage and that
all drainage swales are working. A 5% slope is now recommended by the International Residential Code. (5% equals a 6-inch
drop in 10 feet)
2) Even and consistent watering should be performed regularly and increased during dry or "drought" periods. Watering should be
done around all sides of the home. If a sprinkler system is installed, it should water the entire perimeter. Zoning the system is
recommended where over-saturation might otherwise occur along various portions of the ho me. During dry periods and if it is
intended to water only the foundation, a soaker hose laid approximately 18" from the foundation can be allowed to drip moisture
slowly into the soils several hours a week. This procedure has been used successfully. (How much water is enough? The answer is
that soil should be damp to the touch and should be able to be squeezed into a ball, which will retain its shape. If the soil is hard
or dusty or cracked, it is too dry. If it is saturated or "squishy", it is too wet.)
3) Trees and shrubs can absorb large quantities of water and their root systems can undermine your foundation. It is typically
recommended that new trees be planted more than 1/2 the canopy width of the mature tree away from the foundation, but no
closer than 20 feet. Existing trees adjacent to the foundation should be removed. The large r the tree, the greater the threat. Deep
planter beds filled with absorbent planter mix soils should not be placed adjacent to the foundation.
4) It is recommended that you check for leaky hose bibs and air conditioner condensation drainpipes which could induce localized
water into the sub-grade.
5) Gutters can typically be used to help prevent roof -run-off from dumping concentrated quantities of water into the ground at re -
entrant areas and roof valley locations. Homes with gutters should have downspout exten sions and splash blocks and the systems
should be cleaned regularly. The splash blocks should not direct the flow into planter beds.
6) Be aware that alterations and improvements such as new landscaping, addition, pools, decks, sidewalks, etc., can change the
drainage patterns of your home and could induce problems if area drainage is not properly addressed. Note changes in
surrounding of adjacent lots since additional water could be directed at your residence.
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36'-8"16'-0"1'-4"
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55'
50
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2-#4 SHEAR
BARS. (TYP.)
(W)
BEAM WIDTH
REF. PLAN
4"
VAPOR
BARRIER
3'
-
0
"
M
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.
NOTE:
CONTINUE POOL
BARRIER FOR 10' .
(ALL SIDES)
SCALE: 3/4" = 1'-0"C2 POOL BARRIER DETAIL
(TO BE USED FOR POOLS WITHIN 10'-0" OF FOUNDATION)
VAPOR
BARRIER
(W)
BEAM WIDTH
REF. PLAN
4"
VAPOR
BARRIER
3'
-
0
"
M
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.
SCALE: 3/4" = 1'-0"C1 POOL BARRIER DETAIL
(TO BE USED FOR POOLS WITHIN 10'-0" OF FOUNDATION)
VAPOR
BARRIER
512"
112"
NOTE:
CONTINUE POOL
BARRIER FOR 10' .
(ALL SIDES)
SLAB TENDON
5"
t
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6
"
SLAB TENDON
5"
t
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6
"
2 #5(s)
BOTTOM
SLAB TENDON
ONE OR TWO
BEAM TENDONS
REF. PLAN
2 #5(s)
BOTTOM
SLAB TENDON
ONE OR TWO
BEAM TENDONS
REF. PLAN
DRAWN BY:
JOB NUMBER:
DATE SHEET
REVISION NOTES
SCALE
BEAM NOTE
CONCRETE INFO
FOUNDATION PLAN
TX FIRM REG. NO. F-4031WWW.CRITEXAS.COM
= 1 BEAM TENDON, NO SLAB TENDON
= 2 BEAM TENDON, 1 SLAB TENDON
= 2 BEAM TENDON, NO SLAB TENDON
= 1 BEAM TENDON, 1 SLAB TENDON
(817) 577-9444
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GeoT:Report No.
Date:
Em(Cntr)Ym(Cntr)Em(Edge)
Brg. Cap.=
Ym(Edge)
Ed.psf 3rd
EWI HC226957R
01/23 1500
7.4 4.4 1.3 1.9
NOTE:
THE CONTRACTOR SHALL VERIFY ALL DROPS, DIMENSIONS, AND BRICK LEDGES.
(DO NOT SET FORMS OFF OF FOUNDATION PLAN.)
ANY DROPS ADJUSTED IN THE FIELD TO AN OVERALL HEIGHT GREATER THAN 18" WILL REQUIRE REVISED PLANS.
SEE BEAM NOTES ON PAGE ONE FOR BEAM DEPTH &
ANY ADDITIONAL BEAM REINFORCEMENT.
NOTES AND SPECIFICATIONS
DESIGN
1.This design is based on acceptable engineering practices per
requirements of PTI, BRAB report #33 WRI, IRC and ACI 318 and
appropriate soil reports.
2.The design shown is applicable for this specific location. Use of this
design for other locations is prohibited.
3.Beam sizes shown on drawings are minimums.
4.Live loads per IRC. Dead loads per building material weights.
MATERIALS
1.All concrete to be normal weight Type I or II with a compressive
strength of 3000 psi at 28 days. Additives with calcium chloride are
prohibited.
2.All post-tensioned tendons to be ½ inch 270 ksi unbonded strand.
3.All non-prestressed reinforcing to be ASTM 615 Gr 60 except #3
bars may be Gr 40.
4.Vapor barrier to be minimum of 6 mil, unless governing jurisdiction
directs otherwise. Contractor is responsible for required vapor
barrier thickness.
5.Waterproofing for walls below grade to be miradrain 6000/6200 or
approved equal
6.In form fill to be TX DOT road base or crusher fines.
CONSTRUCTION
1.Remove all vegetation and top 6 inches of top soil prior to
constructing foundation.
2.In form fill does not need to be compacted.
3.Drainage around the perimeter of the foundation shall be done per
IRC such that no water shall collect under or adjacent to the slab.
4.All downspouts and A/C overflow outlets should be directed away
from the foundation or connected to an underground drainage
system.
5.Heavy vegetation such as trees within 10 ft. of foundation may
cause excessive water removal and possible damage to
foundations. No trees should be planted within 10 ft or the mature
height of the tree planted.
6.Unless directed by the Geotechnical report or otherwise noted on
the plans, exterior beams to be a minimum of 12 inches into
undisturbed soil or compacted select fill. When conditions prohibit
this depth, contact the Engineer of record.
7.Provide a vapor barrier under the slab, drape vapor barrier down
beam sides a minimum of 6 inches, adjacent sheets shall be
overlapped 6 inches and pinned or sealed.
8.Additional beam reinforcing required for beams over 48 inches
deep. See Deep beam reinforcing details.
9.For field conditions not explicitly covered by plans and details,
contact Engineer of Record.
10.Adequately support tendons and rebar.
11.Stress tendons at concrete strength of 2000 psi or at 7 to 10 days.
12.Properly consolidate concrete especially around anchors with
vibrators.
13.Do not set forms by the foundation plans, use architectural plans.
14.Contractor to verify all drops, dimensions, and brick ledges.
15.Exterior beam depths change with topography, see details.
16.Report all conflicts to the Engineer of record.
17.For PI of less than 15 or solid rock, notify Engineer of record
18.Waterproofing on walls below grade that enclose interior spaces
shall extend from bottom of the footing to finished grade. All joints
shall be lapped and sealed per manuf. requirements.
19.Cold weather concreting shall meet to requirements of ACI 305 and
hot weather concreting shall meet the requirements of ACI 305
20.Pre-pour inspections of slabs are valid for one week only.
FILL MATERIAL
All foundations built in compacted fill material in areas of expansive
clays shall comply with the requirements of the report of the
geotechnical firm of record or the following.
1.Maximum PI of material passing the No. 4 sieve shall not exceed 35
2.The material shall have at least 50 percent passing the No. 4 sieve
3.Minimum PI of 3
4.Minimum and maximum passing #200 sieve: 10% to 70%
5.No stones larger than 3 inches
6.Lifts shall not exceed 8 inches prior to compaction
7.Each lift should be compacted to 95 percent of maximum laboratory
density per ASTM D998
8.Fill shall be within 4 percentage points of optimum moisture content
during compaction
9.Each lift shall be inspected and tested for density compliance by a
qualified geotechnical firm under the supervision of a geotechnical
engineer prior to placing the next lift.
10.Not less than one field density test per 2500 square feet or a
minimum of 3 per lift is required
11.Fill to extend 3 foot outside foundation prior to sloping at 1:6 to
natural grade
512"
112"
(W)
BEAM WIDTH
REF. PLAN
4"
SLAB TENDON
5"
t
o
6
"
6"
SLAB TENDON
ONE OR TWO
BEAM TENDONS
REF. PLAN
(D
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VAPOR BARRIER
SCALE: 3/4" = 1'-0"1 EXTERIOR BEAM WITH BRICK LEDGE
(W)
BEAM WIDTH
REF. PLAN
4"
SLAB TENDON
5"
t
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6
"
6"
SLAB TENDON
ONE OR TWO
BEAM TENDONS
REF. PLAN
(D
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GRADE AWAY FROM
BUILDING, TYP.
12
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VAPOR BARRIER
SCALE: 3/4" = 1'-0"2 EXTERIOR BEAM WITHOUT BRICK LEDGE
512"
112"
(W)
BEAM WIDTH
REF. PLAN
4"
SLAB TENDON
5"
t
o
6
"
6"
SLAB TENDON
ONE OR TWO
BEAM TENDONS
REF. PLAN
(D
)
BE
A
M
D
E
P
T
H
RE
F
P
L
A
N
SLOPE EXTERIOR
GRADE AWAY FROM
BUILDING, TYP.
12
"
M
I
N
.
E
M
B
E
D
M
E
N
T
IN
T
O
N
A
T
U
R
A
L
G
R
A
D
E
OR
C
O
M
P
A
C
T
E
D
F
I
L
L
VAPOR BARRIER
SCALE: 3/4" = 1'-0"3 EXTERIOR BEAM WITH BRICK LEDGE & CURB
6"
M
A
X
.
VA
R
I
E
S
112"
(W)
BEAM WIDTH
REF. PLAN
4"
SLAB TENDON
5"
t
o
6
"
6"
SLAB TENDON
ONE OR TWO
BEAM TENDONS
REF. PLAN
(D
)
BE
A
M
D
E
P
T
H
RE
F
P
L
A
N
VAPOR BARRIER
SCALE: 3/4" = 1'-0"4 EXTERIOR BEAM AT GARAGE ENTRY
(W)
BEAM WIDTH
REF. PLAN
4"
SLAB TENDON
5"
t
o
6
"
6"
SLAB TENDON
ONE OR TWO
BEAM TENDONS
REF. PLAN
(D
)
BE
A
M
D
E
P
T
H
RE
F
P
L
A
N
SLOPE EXTERIOR
GRADE AWAY FROM
BUILDING, TYP.
12
"
M
I
N
.
E
M
B
E
D
M
E
N
T
IN
T
O
N
A
T
U
R
A
L
G
R
A
D
E
OR
C
O
M
P
A
C
T
E
D
F
I
L
L
VAPOR BARRIER
SCALE: 3/4" = 1'-0"5 EXTERIOR BEAM WITH CURB
6"
M
A
X
VA
R
I
E
S
512"
112"
(W)
BEAM WIDTH
REF. PLAN
4"
SLAB TENDON
5"
t
o
6
"
(D
)
BE
A
M
D
E
P
T
H
RE
F
P
L
A
N
SLOPE EXTERIOR
GRADE AWAY FROM
BUILDING, TYP.
12
"
M
I
N
.
E
M
B
E
D
M
E
N
T
IN
T
O
N
A
T
U
R
A
L
G
R
A
D
E
OR
C
O
M
P
A
C
T
E
D
F
I
L
L
VAPOR BARRIER
SCALE: 3/4" = 1'-0"6 EXTERIOR BEAM WITH BRICK LEDGE
3"
C
L
R
.
TY
P
.
#3 @ 24" O.C.
2-#5's TOP CONT.
2-#5's BOTT. CONT.
(W)
BEAM WIDTH
REF. PLAN
4"
SLAB TENDON
5"
t
o
6
"
(D
)
BE
A
M
D
E
P
T
H
RE
F
P
L
A
N
SLOPE EXTERIOR
GRADE AWAY FROM
BUILDING, TYP.
12
"
M
I
N
.
E
M
B
E
D
M
E
N
T
IN
T
O
N
A
T
U
R
A
L
G
R
A
D
E
OR
C
O
M
P
A
C
T
E
D
F
I
L
L
VAPOR BARRIER
SCALE: 3/4" = 1'-0"7 EXTERIOR BEAM WITHOUT BRICK LEDGE
3"
C
L
R
.
TY
P
.
#3 @ 24" O.C.
2-#5's TOP CONT.
2-#5's BOTT. CONT.
SCALE: 3/4" = 1'-0"8 TYPICAL INTERIOR BEAM
(W)
BEAM WIDTH
REF. PLAN
4"
SLAB TENDON
6"
SLAB TENDON
ONE OR TWO
BEAM TENDONS
REF. PLAN
(D
)
BE
A
M
D
E
P
T
H
RE
F
P
L
A
N
VAPOR BARRIER
THE CONTRACTOR SHALL VERIFY ALL DROPS,
DIMENSIONS, AND BRICK LEDGES.
(DO NOT SET FORMS OFF OF FOUNDATION PLAN.)
512"
112"
(W)
BEAM WIDTH
REF. PLAN
4"
SLAB TENDON
5"
t
o
6
"
6"
SLAB TENDON
ONE OR TWO
BEAM TENDONS
REF. PLAN
(D
)
BE
A
M
D
E
P
T
H
RE
F
P
L
A
N
SLOPE EXTERIOR
GRADE AWAY FROM
BUILDING, TYP.
12
"
M
I
N
.
E
M
B
E
D
M
E
N
T
IN
T
O
N
A
T
U
R
A
L
G
R
A
D
E
OR
C
O
M
P
A
C
T
E
D
F
I
L
L
VAPOR BARRIER
6"
T
O
4
'
-
6
"
#4 @ 12" O.C. VERT.
#4 @ 12" O.C. HORIZ.
SCALE: 3/4" = 1'-0"9 STEM WALL WITH BRICK LEDGE
EXTERIOR BEAM
SLOPE EXTERIOR
GRADE AWAY FROM
BUILDING, TYP.
FILL
DRAWN BY:
DETAIL INFO:
TX FIRM REG. NO. F-4031
WWW.CRITEXAS.COM
DATE SHEET
REVISION NOTES
SCALE
06/17/24
S2.0
DE
T
A
I
L
S
H
E
E
T
T
Y
P
I
C
A
L
P
O
S
T
-
T
E
N
S
I
O
N
SCALE: 3/4" = 1'-0"11 DRAPED BEAM DETAIL
(W)
BEAM WIDTH
REF. PLAN
10
"
6"
M
E
A
S
U
R
E
D
F
R
O
M
SC
H
E
D
U
L
E
D
(
D
E
S
I
G
N
)
D
E
P
T
H
SLAB TENDON
ONE OR TWO
BEAM TENDONS
REF. PLAN
(D
)
BE
A
M
D
E
P
T
H
RE
F
P
L
A
N
(W)
BEAM WIDTH
REF. PLAN
SLAB TENDON
SCALE: 3/4" = 1'-0"10 INTERIOR DROP UP TO 18"
4"
112"
T
O
1
8
"
PROVIDE #4's @ 18" O.C.
IF DROP EXCEEDS 8"
NO BEAM REQUIRED
PROVIDE #4 CONT.
IF DROP EXCEEDS 8"
SCALE: 3/4" = 1'-0"13 INTERIOR DROP OVER 18"
24"
24"
5"
T
O
6
"
18
"
T
O
4
8
"
4"
SLAB TENDON
BEAM TENDON
BEAM TENDON
SLAB TENDON
#4's CONT.
(TYP.)
#4's CONT.
(TYP.)
SLAB TENDON
#4 "Z" BARS @ 18" O.C.
BEAM IS REQUIRED
(D
)
BE
A
M
D
E
P
T
H
RE
F
P
L
A
N
VAPOR BARRIER
DE
P
T
H
(
S
E
E
A
R
C
H
.
)
48
"
T
O
1
0
'
-
0
"
M
A
X
.
CONTINUOUS GRAVEL
POCKET: 12"x12"
WATERPROOF BELOW
GRADE PER 2015
IRC R406.2
4" PERFORATED DRAIN
TO DAYLIGHT.
MINIMUM SLOPE: 14"/ FT
WRAP IN FILTER CLOTH.
BEAM TENDON
OR REBAR PER PLAN
SLAB TENDON
4" SLAB
1/2" JOINT SEALANT
TOP TENDON
#4 @ 12" O.C.
HORIZ.
#5 @ 16" O.C.
VERT.
26
"
CONSTR. JOINT
W/WATER STOP
10"
PROFILE OF
BEAM BEYOND
FILL
VAPOR BARRIER
FILL
(D
)
BE
A
M
D
E
P
T
H
RE
F
P
L
A
N
SCALE: 3/4" = 1'-0"12 WITH DROP BRICK LEDGE
EXTERIOR BEAM UP TO 4'-0"
SCALE: 3/4" = 1'-0"14 DETAIL @ 48" TO 10' DROPPED SLAB
SCALE: 3/4" = 1'-0"15 EXTERIOR DEEP BEAM REINFORCING DETAIL
(W)
BEAM WIDTH
REF. PLAN
(W)
BEAM WIDTH
REF. PLAN
CONTINUOUS GRAVEL
POCKET: 12"X12"
MIRA DRAIN 6000/6200
OR APPROVED EQUAL
INSTALL PER MANUF.
REQUIREMENTS
4" PERFORATED DRAIN
TO DAYLIGHT.
MINIMUM SLOPE: 14"/ FT
WRAP IN FILTER CLOTH.
PROFILE OF SLAB
BEYOND
DEEP BEAM REINFORCING CHART
WALL
HEIGHT
("W") WALL
THICKNESS
BARS
(A)
BARS
(B)
EMBEDMENT (E)
SOIL / ROCK
>6' TO 9' *
>9' TO 12' *
>12' TO 15'
>15' TO 18'
12"
12"
12"
12"
15"
#4 @ 12"
#5 @ 16"
#5 @ 12"
#6 @ 12"
1'
1'
1'6"
6"
6"
6"
6"
>4' TO 6' *
2'
2'
#4 @ 16"#4 @ 16"
#4 @ 12"
#5 @ 16"
#5 @ 16"
#4 @ 12"
NOTE:
DRAIN MAY BE
OMITTED IF DROP
IS LESS THAN 24"
REINFORCEMENT: PER DESIGN
ADDITIONAL REINFORCEMENT:
2-#5 T&B W/ #3 STIRRUPS @ 18" O.C.
(W)
BEAM WIDTH
REF. PLAN
4"
VAPOR
BARRIER
1'
-
0
"
B
E
L
O
W
LO
W
E
S
T
R
O
O
T
OR
2
'
-
0
"
B
E
L
O
W
RE
Q
'
D
E
M
B
E
D
,
WH
I
C
H
E
V
E
R
I
S
GR
E
A
T
E
R
TREE
NOTE:
CONTINUE ROOT
BARRIER FOR 10'
FROM CENTERLINE OF
TREE (BOTH SIDES)
SCALE: 3/4" = 1'-0"16 BEAM ROOT BARRIER DETAIL
5'-0"
(MIN.)
(TO BE USED FOR TREES WITHIN 20'-0" OF FOUNDATION)
512"
(W)
BEAM WIDTH
REF. PLAN
4"
SLAB TENDON
5"
t
o
6
"
SLAB TENDON
ONE OR TWO
BEAM TENDONS
REF. PLAN
VAPOR BARRIER
512"
VA
R
I
E
S
18
"
M
I
N
.
6'
-
0
"
(
M
A
X
.
)
SLOPE EXTERIOR
GRADE AWAY FROM
BUILDING, TYP.
12
"
M
I
N
.
E
M
B
E
D
M
E
N
T
IN
T
O
N
A
T
U
R
A
L
G
R
A
D
E
OR
C
O
M
P
A
C
T
E
D
F
I
L
L
SLAB TENDON
OPTIONAL
CONSTR. JOINT
W/WATER STOP
WA
L
L
H
T
.
(E
)
EM
B
E
D
M
E
N
T
5"
T
O
6
"
ONE OR TWO
BEAM TENDONS
REF. PLAN
(W)
BEAM WIDTH
REF. CHART
BAR (A)
BAR (B)
SLAB TENDON
4"
VAPOR BARRIER
SLOPE EXTERIOR
GRADE AWAY FROM
BUILDING, TYP.
512"
MASONRY VENEER
REF. ARCH'L
MAX HEIGHT OF
VENEER SUPPORTED
BY FOUNDATION = 30'-0"
MASONRY LEDGE
WHERE REQ'D
MIN. 18" DEEP
2-#3's CONT.
#3 CORNER BAR
@ 36" O.C.
2-#4's CONT.
#4 CORNER BAR
@ 36" O.C.
6"
M
I
N
.
BAR (B)
BAR (A)
BE
A
M
D
E
P
T
H
MIN. VERTICAL BAR
LAP SPLICE =30"
GRADE LEVEL
4'
-
0
"
BRICK LEDGE
3"
512"
MI
N
.
3
0
"
L
A
P
DRAWN BY:
DETAIL INFO:
TX FIRM REG. NO. F-4031
WWW.CRITEXAS.COM
DATE SHEET
REVISION NOTES
SCALE
06/17/24
S2.1
DE
T
A
I
L
S
H
E
E
T
T
Y
P
I
C
A
L
P
O
S
T
-
T
E
N
S
I
O
N
23'-0"13'-3"16'-0"1'-4"
3'-2"13'-4"9'-8"26'-1"1'-4"
37
'
-
8
"
11
'
-
0
"
4'
-
1
"
5'
-
0
"
4'
-
7
"
47
'
-
2
"
4'
-
0
"
2'
-
0
"
53'-7"
57
'
-
9
"
57
'
-
9
"
53'-7"
CS-WSP
CS-WSP
CS-WSP
CS-WSP
CS-WSP
CS-WSP
CS
-
W
S
P
CS
-
W
S
P
CS
-
W
S
P
CS
-
W
S
P
CS
-
W
S
P
CS
-
W
S
P
CS
-
W
S
P
BWL A
BWL A
BWL 1BWL 1
BWL C
BWL C
BWL 3BWL 3
BWL A
BWL A
4'
-
1
"
5'
-
8
"
OS
B
(1
S
I
D
E
)
OS
B
(
1
S
I
D
E
)
22'-4"27'-11"1'-4"
2'
-
3
"
2'
-
3
"
22'-4"27'-11"1'-4"
5'-0"
4'-0"5'-6"BWL 2BWL 2
27
'
-
6
"
24
'
-
0
"
27
'
-
6
"
24
'
-
0
"
4'
-
0
"
****
30"30"
EXTENT OF HEADER
OSB (1 SIDE)
OSB
(1 SIDE)
OSB
(1 SIDE)
2'-0"
2'-0"
3'-3"
*
REF. DETAIL 4/S4.0
FOR HOLD DOWN INFO.
PFH
(TWO SIDED)
39" REQUIRED FOR BWP.
EXTEND SHEATHING TO
INSIDE AS SHOWN
DTT1Z HOLD-DOWN
DRAWN BY:
JOB NUMBER:
TX FIRM REG. NO. F-4031
WWW.CRITEXAS.COM
DATE SHEET
REVISION NOTES
SCALE
THIS DESIGN MEETS OR
EXCEEDS REQUIREMENTS OF
PRESCRIPTIVE METHOD FOR
WIND BRACING DESIGN PER
R602.10 OF ADOPTED CODE.
WHERE STRUCTURAL
ELEMENTS EXCEEDS THE
LIMIT OF THIS METHOD,
ENGINEERED DESIGN HAS
BEEN APPLIED PER SECTION
R301.1.3 OF ADOPTED CODE.
NOTES
WIND BRACING PLAN
THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CRI AND MAY ONLY BE USED ONCE FOR THE SINGLE SITE OR LOT LOCATION FOR WHICH THEY ARE PREPARED. NO OWNERSHIP RIGHTS ARE
CONVEYED FOR THE FUTURE USE OF THESE PLANS. THE REPRODUCTION OR REUSE OF THESE PLANS AND SPECIFICATIONS AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE IS STRICTLY PROHIBITED.
S3.0
NOTES:
1.WIND LOADS PER 2021 INTERNATIONAL RESIDENTIAL CODE:
ULTIMATE WIND SPEED: 115 MPH (3 SEC. GUST)
EXPOSURE: B
BUILDING CATEGORY II
I = 1.0
2.SHEATHING TO BE 716" STRUCTURAL PLYWOOD OR OSB. ATTACH
WITH/ FASTENERS 6" O.C. @ EDGES AND 12" O.C. INTERMEDIATE
STUDS. PER ADOPTED IRC. TABLE R602.3 (1). 2x STUDS AT 16" O.C..
FASTEN STUDS PER ADOPTED IRC.
3.IN LIEU OF NAILS, INTERIOR PANELS MAY BE ATTACHED TO STUDS
W/ 16GA x 7 16" CROWN x 13 4" LEG STAPLES @ 3" ON CENTER AT
PANEL EDGES AND @ 6" O.C. AT INTERMEDIATE STUDS. THE
CROWNS OF THE STAPLES SHALL BE PARALLEL WITH THE LONG
DIMENSION OF THE FRAMING MEMBER
4.FASTENERS BETWEEN PANEL ENDS SHALL BE PER ADOPTED IRC.
5.FLOOR DECK SHALL BE 3 4" (MIN.) PLYWOOD OR OSB FASTENED
WITH 8D COMMON NAILS @ 6" O.C. (EDGES) AND 12" O.C.
(INTERMEDIATE)
6.ROOF DECK SHALL BE 716" (MIN.) PLYWOOD OR OSB FASTENED
WITH 8D COMMON NAILS @ 6" O.C. (EDGES) AND 12" O.C.
(INTERMEDIATE)
7.ALL GYPSUM SHEATHING SHALL BE 12" THICK, AND FASTENED WITH
112" GALVANIZED ROOFING NAIL; 112" SCREW, TYPE W (REF. TABLE
R602.10.4) NAILS/SCREWS @ 7" O.C.
SYMBOL DESCRIPTION
*
[REF. TABLE R602.3(1)]
[REF. TABLE R602.10.4]
1/2"
7/16"
LEGEND
BRACING METHOD (1)
THICKNESS
(TABLE R602.10.4)
FASTENERS
(TABLE R602.10.4)
NOT USED NOT USED
GB
PF
7 16" PLYWOOD / OSB
SHEATHING WSP: WOOD STRUCTURAL PANEL (2)
PFH (3) / PFG (4) / CS-PF (5), REFER PLAN
AND DETAIL 11/ 12/ 14 ON SHEET S4.1
CS-SFB: STRUCTURAL FIBER BOARD
HOLD DOWN
LOCATION
REF. DETAIL 4/S4.0 FOR USE, TYPE
AND CAPACITY
7 16" PORTAL FRAME
(PLYWOOD/OSB)
STRUCTURAL
GRADE T- PLY
(THERMO PLY)
NOT USED NOT USED
GYPSUM BOARD
PORTAL FRAME
BRACING METHOD (1)
CS-WSP
CONT.
SHEATHED WOOD
STRUCTURAL
PANEL
7 16"8d COMMON (2 12" LONG x
0.131" DIA.) NAILS.
(1)IRC 2021: R602.10.4
(2)EITHER SIDE OF WALL ON INTERIOR WALLS. NOTED SIDE PREFERRED.
(3)PORTAL FRAME (INTERMITTENT) WITH HOLD DOWNS.
(4)PORTAL FRAME AT GARAGE.
(5)CONTINUOUSLY SHEATHED PORTAL FRAME
03/26/25
34
0
5
W
I
T
T
C
O
U
R
T
MA
Y
K
U
S
H
O
M
E
S
&
N
E
I
G
H
B
O
R
H
O
O
D
S
9'-0"27'-8"16'-0"
3'-73 4"16'-63 8"16'-53 4"16'-0"
7'
-
7
"
2'
-
0
"
30
'
-
6
"
4'
-
1
0
"
1'
-
1
0
3
4"
46
'
-
9
3
4"
52'-8"
52'-8"
46
'
-
9
3
4"
CS-WSP
CS-WSP
CS-WSP
CS-WSP
CS-WSP
CS-WSP
CS-WSP
CS
-
W
S
P
CS
-
W
S
P
CS
-
W
S
P
*
CS
-
W
S
P
BWL A
BWL A
BWL 1BWL 1
BWL 2BWL 2
BWL C
BWL C
7'
-
8
"
4'
-
0
"
OS
B
(
1
S
I
D
E
)
OS
B
(1
S
I
D
E
)
BWL B
BWL B
36'-11"15'-9"
36'-11"15'-9"
39
'
-
8
"
3'
-
4
"
3'
-
9
3
4"
3'
-
9
3
4"
39
'
-
8
"
3'
-
4
"
DTT1Z HOLD-DOWN OR
LSTA18 ALTERNATIVELY
DRAWN BY:
JOB NUMBER:
TX FIRM REG. NO. F-4031
WWW.CRITEXAS.COM
DATE SHEET
REVISION NOTES
SCALE
THIS DESIGN MEETS OR
EXCEEDS REQUIREMENTS OF
PRESCRIPTIVE METHOD FOR
WIND BRACING DESIGN PER
R602.10 OF ADOPTED CODE.
WHERE STRUCTURAL
ELEMENTS EXCEEDS THE
LIMIT OF THIS METHOD,
ENGINEERED DESIGN HAS
BEEN APPLIED PER SECTION
R301.1.3 OF ADOPTED CODE.
NOTES
2nd FLR. WIND BRACING PLAN
THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CRI AND MAY ONLY BE USED ONCE FOR THE SINGLE SITE OR LOT LOCATION FOR WHICH THEY ARE PREPARED. NO OWNERSHIP RIGHTS ARE
CONVEYED FOR THE FUTURE USE OF THESE PLANS. THE REPRODUCTION OR REUSE OF THESE PLANS AND SPECIFICATIONS AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE IS STRICTLY PROHIBITED.
S3.1
NOTES:
1.WIND LOADS PER 2021 INTERNATIONAL RESIDENTIAL CODE:
ULTIMATE WIND SPEED: 115 MPH (3 SEC. GUST)
EXPOSURE: B
BUILDING CATEGORY II
I = 1.0
2.SHEATHING TO BE 716" STRUCTURAL PLYWOOD OR OSB. ATTACH
WITH/ FASTENERS 6" O.C. @ EDGES AND 12" O.C. INTERMEDIATE
STUDS. PER ADOPTED IRC. TABLE R602.3 (1). 2x STUDS AT 16" O.C..
FASTEN STUDS PER ADOPTED IRC.
3.IN LIEU OF NAILS, INTERIOR PANELS MAY BE ATTACHED TO STUDS
W/ 16GA x 7 16" CROWN x 13 4" LEG STAPLES @ 3" ON CENTER AT
PANEL EDGES AND @ 6" O.C. AT INTERMEDIATE STUDS. THE
CROWNS OF THE STAPLES SHALL BE PARALLEL WITH THE LONG
DIMENSION OF THE FRAMING MEMBER
4.FASTENERS BETWEEN PANEL ENDS SHALL BE PER ADOPTED IRC.
5.FLOOR DECK SHALL BE 3 4" (MIN.) PLYWOOD OR OSB FASTENED
WITH 8D COMMON NAILS @ 6" O.C. (EDGES) AND 12" O.C.
(INTERMEDIATE)
6.ROOF DECK SHALL BE 716" (MIN.) PLYWOOD OR OSB FASTENED
WITH 8D COMMON NAILS @ 6" O.C. (EDGES) AND 12" O.C.
(INTERMEDIATE)
7.ALL GYPSUM SHEATHING SHALL BE 12" THICK, AND FASTENED WITH
112" GALVANIZED ROOFING NAIL; 112" SCREW, TYPE W (REF. TABLE
R602.10.4) NAILS/SCREWS @ 7" O.C.
SYMBOL DESCRIPTION
*
[REF. TABLE R602.3(1)]
[REF. TABLE R602.10.4]
1/2"
7/16"
LEGEND
BRACING METHOD (1)
THICKNESS
(TABLE R602.10.4)
FASTENERS
(TABLE R602.10.4)
NOT USED NOT USED
GB
PF
7 16" PLYWOOD / OSB
SHEATHING WSP: WOOD STRUCTURAL PANEL (2)
PFH (3) / PFG (4) / CS-PF (5), REFER PLAN
AND DETAIL 11/ 12/ 14 ON SHEET S4.1
CS-SFB: STRUCTURAL FIBER BOARD
HOLD DOWN
LOCATION
REF. DETAIL 4/S4.0 FOR USE, TYPE
AND CAPACITY
7 16" PORTAL FRAME
(PLYWOOD/OSB)
STRUCTURAL
GRADE T- PLY
(THERMO PLY)
NOT USED NOT USED
GYPSUM BOARD
PORTAL FRAME
BRACING METHOD (1)
CS-WSP
CONT.
SHEATHED WOOD
STRUCTURAL
PANEL
7 16"8d COMMON (2 12" LONG x
0.131" DIA.) NAILS.
(1)IRC 2021: R602.10.4
(2)EITHER SIDE OF WALL ON INTERIOR WALLS. NOTED SIDE PREFERRED.
(3)PORTAL FRAME (INTERMITTENT) WITH HOLD DOWNS.
(4)PORTAL FRAME AT GARAGE.
(5)CONTINUOUSLY SHEATHED PORTAL FRAME
03/26/25
34
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ONE STORY WALL PANEL1
T.O. PLATE
T.O.C.
716" PLYWOOD
(STRUCTURAL I) OR
T-PLY SHEATHING
EXTERIOR WALL ONLY
EN
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TWO STORY WALL PANEL2
T.O.C.
T.O. PLATE
T.O. PLATE
EN
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38" FROM SHEATHING
EDGE, TYP.
PANEL DETAIL5
SHEAR WALL
CONNECTION6
SHEAR WALL
2 STORY
BEARING WALL CONN.7
TYPICAL NON SHEAR/
AT SHEAR WALL8
DRAG TRUSS
TRUSS ALIGNED W/ SHEAR WALL
AT SHEAR WALL9
DRAG TRUSS
TRUSS ALIGNED W/ SHEAR WALL
2" MIN.
914" MAX.
NOTE:
DETAIL SHOWS OSB SHEATHING.
FOR T-PLY, PANELS WILL OVERLAP
CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING
BRACED WALL PANEL FRAMING CONNECTION3
PERPENDICULAR FRAMING
PERPENDICULAR FRAMING
CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING
MINIMUM WALL STUD
FRAMING NOMINAL
SIZE AND GRADE
MAXIMUM
PONY WALL
HEIGHT (feet)
MAXIMUM
TOTAL WALL
HEIGHT (feet)
MAXIMUM
OPENING
WIDTH (feet)
TENSION STRAP CAPACITY REQUIRED
(pounds)a
Ultimate Design Wind Speed Vult (mph)
≤ 110 115 130 ≤ 110 115 130
Exposure B Exposure C
2 x 4 No. 2 Grade
0 10 18 1,000 1,000 1,000 1,000 1,000 1,050
1 10
9 1,000 1,000 1,000 1,000 1,000 1,750
16 1,000 1,025 2,050 2,075 2,500 3,950
18 1,000 1,275 2,375 2,400 2,850 DR
2 10
9 1,000 1,000 1,475 1,500 1,875 3,125
16 1,775 2,175 3,525 3,550 4,125 DR
18 2,075 2,500 3,950 3,975 DR DR
2 12
9 1,150 1,500 2,650 2,675 3,175 DR
16 2,875 3,375 DR DR DR DR
18 3425 3,975 DR DR DR DR
4 12
9 2,275 2,750 DR DR DR DR
12 3,225 3,775 DR DR DR DR
2 x 6 Stud Grade
2 12
9 1,000 1,000 1,700 1,700 2,025 3,050
16 1,825 2,150 3,225 3,225 3,675 DR
18 2,200 2,550 3,725 3,750 DR DR
4 12
9 1,450 1,750 2,700 2,725 3,125 DR
16 2,050 2,400 DR DR DR DR
18 3,350 3,800 DR DR DR DR
DR = Design Required
a. Straps shall be installed in accordance with manufacturer's recommendations.
PORTAL FRAME HEADER STRAP CAPACITY10
DESCRIPTION OF USE
HOLD-DOWN
CAPACITY
REQUIRED
HOLD-DOWN TO
USE (SIMPSON OR
EQUIVALENT)a,b
AT PFH PORTAL FRAME
(STRAP TYPE HOLD-DOWN)3500 LB STHD14/ STHD14RJ
AT PFH PORTAL FRAME
(STRAP TYPE HOLD-DOWN)1000 LB LSTHD8
AT END OF BRACED WALL LINE
HOLD-DOWN
(WHERE REQUIRED)
800 LB DTT1Z
AT CS-PF PORTAL FRAME OVER
RAISED WOOD FLOOR
(FRAMING ANCHOR OPTION)
670 LB
LTP4
(LONG DIMENSION
HORIZONTAL)
OR
LSTA18
(STRAP TYPE OPTION)
a. Connector shall be installed in accordance with manufacturer's recommendations.
b. Hold-Down/ Connectors can be replaced with like or better option if required.
HOLD-DOWN SCHEDULE4
REF. SHEAR WALL
SCHEDULE (SHT 1 NOTE 2)
FOR FASTENER SPACING
(INTERIOR)
REF. SHEAR WALL
SCHEDULE (SHT 1 NOTE 2)
FOR FASTENER SPACING
(EDGE)
HORIZONTAL BLOCKING AT
PANEL EDGES (SEE DETAIL 5)
2x SILL PLATE
ANCHOR BOLTS MAY SUBSTITUTED
WITH X-C PAF (21316" LONG) @ 9" O.C.
DBL. PLATEDETAIL 5
2x STUD @ 16" O.C.
DETAIL 5
2x SILL PLATE
12"x10" (7" EMBEDMENT)
ANCHOR BOLTS @ 6'-0" O.C. MAX.
REF. SHEAR WALL
SCHEDULE (SHT 1 NOTE 2)
FOR FASTENER SPACING
(INTERIOR)
REF. SHEAR WALL
SCHEDULE (SHT 1 NOTE 2)
FOR FASTENER SPACING
(EDGE)
RIM BOARD
HORIZONTAL
BLOCKING AT
PANEL EDGES (SEE
DETAIL 5)
DBL. PLATE
2x STUD @ 16" O.C.
DETAIL 6
2x STUD
SHEATHING EDGE
REF. SHEAR
WALL SCHEDULE
(SHT 1 NOTE 2)
FOR FASTENER
SPACING
HORIZ. BLOCKING
AT SHEATHING EDGES
2x STUD
PLYWOOD
FLOOR
REF. SHEAR
WALL SCHEDULE
(SHT 1 NOTE 2)
FOR FASTENER
SPACING
RIM BOARD
2x STUD
FLOOR JOIST
2x PLATE
TOP PLATE
2-SIMPSON STC CLIPS
OR 1-DTC CLIPS
EACH SIDE OF 2x4
3-16d NAILS
CEILING
JOISTS/TRUSSES
2x4 FLAT BLOCKING @ 24" O.C. EA.
CLIP BETWEEN ROOF TRUSSES
2x STUD WALL
(NO SHEAR/LOAD BEARING)
SHEATHING PER GSN
PRE-ENGINEERED
ROOF TRUSS BY
OTHERS
2x4 HORIZONTAL
BRACE @ 48" O.C.
2-16d NAILS
DRAG TRUSS
A35/LTP4 @ 24" O.C. INSTALL
AFTER ROOF IS LOADED
SHEAR WALL PER PLAN
TRUSS OFFEST FROM WALL.
CLIP TRUSS TO TOP PLATE
W/ LPT4 @ 24" O.C. LPT4 TO
BE LAID FLAT AND FASTENED
UP INTO BOTTOM OF TRUSS
AND DOWN INTO TOP OF
PLATE
16d TOE NAIL AT 12" O.C.
SHEATHING PER GSN
PRE-ENGINEERED
ROOF TRUSS BY
OTHERS
2x CONT. NAILER
16d NAILS @ 6" O.C.
SHEAR WALL PER PLAN
2-16d AT 12" O.C.
12"x10" (7" EMBEDMENT)
ANCHOR BOLTS @ 6'-0" O.C. MAX.
CONTINUOUS RIM
OR END JOIST
8d @ 6" O.C. ALONG
BRACED WALL PANEL
BRACED WALL PANEL
3-16d @ 16" O.C. ALONG
BRACED WALL PANEL
CONTINUOUS RIM
OR END JOIST
ADDITIONAL FRAMING MEMBER
DIRECTLY BELOW BRACED WALL PANEL
ADDITIONAL FRAMING MEMBER
DIRECTLY ABOVE BRACED WALL PANEL
FULL-HEIGHT BLOCKING @ 16" O.C.
ALONG BRACED WALL PANEL
TOE NAIL 3-8d NAILS AT
EACH BLOCKING MEMBER
2-16d NAILS
EACH SIDE
FULL-HEIGHT BLOCKING @ 16" O.C.
ALONG BRACED WALL PANEL
3-16d @ 16" O.C. ALONG
BRACED WALL PANEL
8d @ 6" O.C. ALONG
BRACED WALL PANEL
BRACED WALL PANEL
3-16d AT EACH
BLOCKING MEMBER
BRACED WALL PANEL
CONTINUOUS RIM
OR BAND JOIST
8d @ 6" O.C. ALONG
BRACED WALL PANEL
8d @ 6" O.C. ALONG
BRACED WALL PANEL
BRACED WALL PANEL BRACED WALL PANEL
3-16d @ 16" O.C. ALONG
BRACED WALL PANEL
3-16d @ 16" O.C. ALONG
BRACED WALL PANEL
FULL-HEIGHT BLOCKING
CONTINUOUS ALONG LENGTH
OF BRACED WALL PANEL
FULL-HEIGHT BLOCKING
CONTINUOUS ALONG LENGTH
OF BRACED WALL PANEL
DRAWN BY:
DETAIL INFO:
TX FIRM REG. NO. F-4031
WWW.CRITEXAS.COM
DATE SHEET
REVISION NOTES
SCALE
05/02/24
S4.0
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914"
EXTENT OF HEADER WITH SINGLE PORTAL FRAME
(ONE BRACED WALL PANEL: SEE NOTE)
2'-18' FINISHED WIDTH OF OPENING FOR
SINGLE OR DOUBLE PORTAL
EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)
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MIN.3"x11 14" NET HEADER STEEL HEADER PROHIBITED
IF 12" SPACER IS USED, PLACE ON BACK-SIDE OF HEADER
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OVER CONCRETE OR MASONRY BLOCK FOUNDATION
OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION
(WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST)
OVER RAISED WOOD FLOOR - OVERLAP OPTION
(WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD)
SECTION @ A-AFRONT ELEVATION
NOTE: HEADER SHALL NOT EXTEND
OVER MORE THAN ONE OPENING.
A-A
A-A
PORTAL FRAME (PFH) - WITH HOLD-DOWNS11
EXTENT OF HEADER WITH SINGLE PORTAL FRAME
(ONE BRACED WALL PANEL: SEE NOTE)
2'-18' FINISHED WIDTH OF OPENING FOR
SINGLE OR DOUBLE PORTAL
EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)
12
'
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MIN.3"x11 14" NET HEADER STEEL HEADER PROHIBITED
IF 12" SPACER IS USED, PLACE ON BACK-SIDE OF HEADER
SECTION @ A-AFRONT ELEVATION
NOTE: HEADER SHALL NOT EXTEND
OVER MORE THAN ONE OPENING.
A-A
A-A
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PORTAL FRAME AT GARAGE (PFG)12
CONTINUOUSLY SHEATHED PORTAL FRAME (CS-PF)
12"-24" C.I. PORTAL FRAME (PFH) - ALTERNATIVE14
METHOD
MINIMUM PANEL LENGTH (inches)
CONTRIBUTING
LENGTH (inches)PORTAL HEADER HEIGHT
8 Feet 9 Feet 10 Feet 11 Feet 12 Feet
PFH
Supporting roof only 16 16 16 Note b Note b
48
Supporting one story and roof 24 24 24 Note b Note b
12" - 24"
C.I. PFH
Supporting roof only 12 12 12 Note b Note b
48
Supporting one story and roof 24 24 24 Note b Note b
PFG 24 27 30 Note c Note c 1.5 x Actuala
CS-PF SDC A, B AND C 16 18 20 Note d Note d 1.5 x Actuala
a. Use the actual length where it is greater than or equal to the minimum length.
b. Maximum header height for PFH, 12" PFH is 10 feet, but wall height shall be permitted to be increased of 12 feet with pony wall.
c. Maximum header height for PFG is 10 feet, but wall height shall be permitted to be increased of 12 feet with pony wall.
d. Maximum header height for CS-PF is 10 feet, but wall height shall be permitted to be increased of 12 feet with pony wall.
MINIMUM LENGTH OF PANEL ON PORTAL FRAME13
SECTION B-B
(2x4 WALL FRAMING)
10
'
-
0
"
(
M
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)
6'-0" TO 18"-0"
EXTENT OF HEADER
DOUBLE PORTAL FRAME
(ONE BRACED WALL PANEL)
83 4" (12" C.I. PFH)
2034" (24" C.I. PFH)SECTION A-A
A-A
A-A
B-B B-B
12
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(
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MIN. (2) 2"x12" W/ 716" OSB SPACER HEADER OR
EQUIVALENT ENGINEERED WOOD BEAM
FRONT ELEVATION
SECTION B-B
(2x6 WALL FRAMING)
BACK ELEVATION
NAIL SOLE PLATE TO
JOIST PER ADOPTED
IRC CODE
FASTEN SHEATHING TO HEADER WITH 8D COMMON OR
GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN
HEADER TO JACK-STUD STRAP PER SCHEDULE ON DETAIL
10 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF
SHEATHING
MIN. DOUBLE 2x4 FRAMING COVERED WITH MIN. 716" THICK
WOOD STRUCTURAL PANEL SHEATHING WITH 8D COMMON
OR GALVANIZED BOX NAILS AT 3" O.C. IN ALL FRAMING
(STUDS, BLOCKING, AND SILLS) TYP.
MIN. LENGTH OF PANEL PER TABLE ON DETAIL 13
TENSION STRAP PER
SCHEDULE ON DETAIL
10 (ON OPPOSITE SIDE
OF SHEATHING)
IF NEEDED, PANEL
SPLICE EDGES SHALL
OCCUR OVER AND BE
NAILED TO COMMON
BLOCKING WITHIN THE
MIDDLE 24" OF THE
PORTAL-LEG HEIGHT.
ONE ROW OF 3" O.C.
NAILING IS REQUIRED
IN EACH PANEL EDGE.
TYPICAL PORTAL
FRAME CONSTRUCTION
MIN. DOUBLE 2x4 POST
(KING AND JACK STUD).
NUMBER OF JACK STUDS
PER TABLES R602.7(1) & (2)
U.N.O ON FRAMING PLAN
FASTEN KING STUD TO
HEADER WITH (6) 16D
SINKERS
FASTEN TOP PLATE TO
HEADER WITH TWO
ROWS OF 16D SINKER
NAILS AT 3" O.C. TYP.
MIN. 716" WOOD
STRUCTURAL
PANEL SHEATHING
MIN. (2) 12" DIAMETER ANCHOR BOLT INSTALLED (MIN. 7"
EMBEDMENT REQUIRED) - WITH 2"x2"x316" PLATE WASHER.
BRACED WALL LINE
CONTINUOUSLY
SHEATHED WITH WOOD
STRUCTURAL PANELS
MEETING MINIMUM
LENGTH REQUIREMENTS
OF TABLE R602.10.5 OF
ADOPTED IRC CODE.
(INTERMITTENT BRACED
WALL PANEL FOR PFG)
ANCHOR BOLTS
PER DETAIL 1 OR 2
WOOD STRUCTURAL
PANEL SHEATHING TO TOP
OF BAND OR RIM JOIST
(2) FRAMING ANCHORS
APPLIED ACROSS
SHEATHING JOINT
WITH A CAPACITY OF
670 LBS IN THE
HORIZONTAL AND
VERTICAL DIRECTIONS
APPROVED
BAND OR RIM
JOIST
NAIL SOLE
PLATE TO
JOIST PER
ADOPTED IRC
CODE
WOOD STRUCTURAL
PANEL SHEATHING TO TOP
OF BAND OR RIM JOIST
NAIL SOLE PLATE TO
JOIST PER ADOPTED
IRC CODE
WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST
ATTACH SHEATHING TO
BAND OR RIM JOIST
WITH 8D COMMON
NAILS AT 3" O.C. TOP
AND BOTTOM
APPROVED
BAND OR RIM
JOIST
NAIL SOLE
PLATE TO
JOIST PER
ADOPTED IRC
CODE
WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST
FASTEN SHEATHING TO HEADER WITH 8D COMMON OR
GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN
HEADER TO JACK-STUD STRAP PER SCHEDULE ON DETAIL
10 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF
SHEATHING
HEADER IS PERMITTED TO EXTEND TO THE END OF A
PORTAL WITH A BEARING BLOCK IF PONY WALL NOT
PRESENT AND A 1000 POUND TENSION STRAP IS PROVIDED.
MIN. DOUBLE 2x4 FRAMING COVERED WITH MIN. 3 8" THICK
WOOD STRUCTURAL PANEL SHEATHING WITH 8D COMMON
OR GALVANIZED BOX NAILS AT 3" O.C. IN ALL FRAMING
(STUDS, BLOCKING, AND SILLS) TYP.
MIN. LENGTH OF PANEL PER TABLE ON DETAIL 13
(2) STHD14 SIMPSON Strong-Tie OR
MIN. (2) 3500 LB STRAP-TYPE HOLD-DOWNS
(EMBEDDED INTO CONCRETE WITH MANUFACTURER'S
REQUIRED EDGE DISTANCE AND NAILED TO FRAMING)
MIN. REINFORCING OF FOUNDATION, ONE #4 BAR
TOP AND BOTTOM OF FOOTING. LAP BARS 15" MIN.
MIN. FOOTING SIZE UNDER OPENING IS 12"x12". A TURNED-DOWN
SLAB SHALL BE PERMITTED AT DOOR OPENINGS.
MIN. (1) 5 8" DIAMETER ANCHOR BOLT INSTALLED (MIN. 7"
EMBEDMENT REQUIRED) - WITH 2"x2"x316" PLATE WASHER.
TENSION STRAP PER
SCHEDULE ON DETAIL
10 (ON OPPOSITE SIDE
OF SHEATHING)
IF NEEDED, PANEL
SPLICE EDGES SHALL
OCCUR OVER AND BE
NAILED TO COMMON
BLOCKING WITHIN THE
MIDDLE 24" OF THE
PORTAL-LEG HEIGHT.
ONE ROW OF 3" O.C.
NAILING IS REQUIRED
IN EACH PANEL EDGE.
TYPICAL PORTAL
FRAME CONSTRUCTION
MIN. DOUBLE 2x4 POST
(KING AND JACK STUD).
NUMBER OF JACK STUDS
PER TABLES R602.7(1) & (2)
U.N.O ON FRAMING PLAN
LSTHD8 SIMPSON Strong-Tie
OR
MIN. 1000 LB. HOLD-DOWN
DEVICE (EMBEDDED INTO
CONCRETE AND NAILED
INTO FRAMING
FASTEN KING STUD TO
HEADER WITH (6) 16D
SINKERS
FASTEN TOP PLATE TO
HEADER WITH TWO
ROWS OF 16D SINKER
NAILS AT 3" O.C. TYP.
MIN. 3 8" WOOD
STRUCTURAL
PANEL SHEATHING
TREATED SP BOTTOM PLATE EACH SIDE
MIN. 3500 LB TIE DOWN (REF. SIMPSON STHD14)
ATTACHED DIRECTLY TO FLUSH EDGES OF STUDS,
INSTALLED PER MANUFACTURER'S RECOMMENDATION
716" OSB FASTENED BETWEEN (4) FLATWISE 2x4.
2x4 FRAMING MEMBERS TO BE NAILED WITH (2) 3"x0.131"
NAILS, EVERY 6" ON INTERIOR SIDE OF THE PIERS.
NAIL KING STUD W/ (2) 314"x0.131" NAILS @ 6" O.C.
EACH SIDE OF PORTAL FRAME
MIN. 3500 LB TIE DOWN DEVICE (REF. SIMPSON
STHD14) ATTACHED DIRECTLY TO FLUSH
EDGES OF STUDS. MAY BE PLACED ON EITHER
TO FRONT OR BACK-SIDE OF THE PIER
OSB, PLYWOOD, OX-IS, THERMO-PLY OR
ISO-RED CI SHEATHING-INSTALL WITH 1"
CROWN 114" LONG 16 GA STAPLES (MINIMUM) ,
AT 3" ON-CENTER, ON THE EXTERIOR WALL -
USE CONSTRUCTION ADHESIVE ASTM C-557
OVER 3500 LBS HOLD-DOWN FOR ATTACHMENT
IF NECESSARY
2990LB HEADER STRAPS (REF. SIMPSON MSTC-28
OR EQUIVALENT) ATTACHED OVER SHEATHING
OPTIONAL PONY WALL - OSB, PLYWOOD, OX-IS,
SI-STRONG, THERMO-PLY OR ISO-RED CI
CONTINUOUS FROM TOP PLATE TO BOTTOM
EDGE OF HEADER BEAM. ALL EDGES BLOCKED &
FASTENED @ 3" O.C. ON ALL FRAMING MEMBERS
3 ROWS OF FASTENERS ON HEADER @ 3" O.C.
716" OSB
MIN. LENGTH OF PANEL PER TABLE ON DETAIL 13
2990LB HEADER STRAPS (REF. MSTC-28 OR EQUIVALENT)
ATTACHED TO HEADER AND JACK STUDS (OR BOTH JACK
AND KING STUDS AS APPLICABLE) OVER SHEATHING.
NAIL PER MANUFACTURER'S RECOMMENDATION. FILL
ALL NAIL HOLES. RESISTANCE TO ANY OUT-OF-PLANE
LOADING REQUIREMENTS SHALL BE IN ACCORDANCE
WITH TABLE IN DETAIL 10 OR ADOPTED IRC.
2x4 SPF PLATE BETWEEN STUDS AND HEADER (OPTIONAL)
CONTINUOUS 2x4 STUD ATTACHED OVER SHEATHING.
FASTEN WITH 2 ROWS OF 3" x 0.131" NAILS SPACED
4" O.C. TO KING STUD, JACK STUDS, AND HEADER.
WHERE THE PORTAL FRAME IS NOT LOCATED AT THE
CORNER OF A BUILDING, THIS STUD IS PERMITTED TO
BE REPLACED WITH A 2990LB HEADER STRAP (REF.
SIMPSON MSTC-28 OR EQUIVALENT).
(2) 2x12 w/ 716" OSB SPACER HEADER OR
EQUIVALENT ENGINEERED WOOD BEAM
2x4 FLAT-WISE
2x4 FLAT-WISE
2x6 STUD
2990 LB HEADER
STRAPS (TYP. 3
LOCATIONS)
OPTIONAL: FILL CAVITY OF PIER WITH 1 12" THICK PIECES
OF OSB, PLYWOOD OR ISO-RED CONTINUOUSLY
INSULATED (CI) (OR EQUIVALENT)
716" OSB
2990 LB HEADER STRAPS
(TYP. 3 LOCATIONS)
2x4 STUD
OSB, PLYWOOD, OX-IS, SI-STRONG, ISO
RED CI, OR THERMO-PLY SHEATHING
HEADER
VERTICAL STRAPS CONNECTING
HEADER TO JACK STUDS OF PIERS.
CENTER VERTICAL STRAPS (26" MIN.
LENGTH) AT THE BOTTOM OF THE
HEADER AND ALIGN TO INSIDE FACE
OF JACK STUD
2x4 STUD WHEN PERPENDICULAR
WALL IS PRESENT TO CONNECT
HEADER. WHERE THE PORTAL
FRAME IS NOT AT CORNER OF THE
BUILDING, THIS STUD IS PERMITTED
TO BE REPLACED WITH A STRAP
(2990 LB STRAP TO FLUSH AT
OUTSIDE EDGE OF KING STUD)
JACK STUDS
FOUNDATION PER ADOPTED CODE
DRAWN BY:
DETAIL INFO:
TX FIRM REG. NO. F-4031
WWW.CRITEXAS.COM
DATE SHEET
REVISION NOTES
SCALE
05/02/24
S4.1
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()3 -2x6 7'
()3-2x8 10'
()3-2x6 6'()2-2x12 14'
()3-2x12 16'
()3-2x12 16'
()2 -2x6 3'
()3 -2x8 7'()3 -2x6 4'
()3-2x12 16'-13 4" x 18" LVL ()2 24'
-13 4" x 16" LVL ()2 16'
-1
3
4"
x
1
6
"
L
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(
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2
16
'
-1
3
4"
x
1
6
"
L
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22
'
(
)
3-2
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6
3'
(
)
3
-2
x
6
4'
(
)
2-2
x
6
3'
(
)
3
-2
x
6
4'
(
)
2-2
x
1
2
6'
(
)
3-2
x
6
7'
CRI IS NOT RESPONSIBLE FOR FLOOR SYSTEM DESIGN.
REFER TO FLOOR LAYOUTS AND DIAGRAMS BY FLOOR
SYSTEM ENGINEER FOR ALL APPLICABLE DESIGN
INFORMATION. ALL HEADERS UNDER FLOOR LAYOUT TO
BE SIZED BY FLOOR SYSTEM ENGINEER.
BE
A
M
S
S
I
Z
E
D
B
Y
FL
O
O
R
S
Y
S
T
E
M
EN
G
I
N
E
E
R
,
T
Y
P
.
U
.
N
.
O
.
BEAMS SIZED BY
FLOOR SYSTEM
ENGINEER, TYP. U.N.O.
BEAMS SIZED BY
FLOOR SYSTEM
ENGINEER, TYP. U.N.O.
DB
L
DBL
DB
L
2x
8
@
2
4
"
O
.
C
.
USE BOLTED LINTEL
PER DETAIL D/S6.0
USE BOLTED LINTEL
PER DETAIL D/S6.0
OPEN TO ABOVE
DB
L
BEAMS SIZED BY
FLOOR SYSTEM
ENGINEER, TYP. U.N.O.
HEADERS NOT DESIGNED TO
SUPPORT MASONRY, TYP.
6x6 WOOD POST W/
SIMPSON METAL POST
BASE AND CAP, TYP.
BEAMS SIZED BY
FLOOR SYSTEM
ENGINEER, TYP. U.N.O.
BEAMS SIZED BY
FLOOR SYSTEM
ENGINEER, TYP. U.N.O.
BE
A
M
S
S
I
Z
E
D
B
Y
FL
O
O
R
S
Y
S
T
E
M
EN
G
I
N
E
E
R
,
T
Y
P
.
U
.
N
.
O
.
DRAWN BY:
JOB NUMBER:
TX FIRM REG. NO. F-4031
WWW.CRITEXAS.COM
DATE SHEET
REVISION NOTES
SCALE
THE LENGTHS OF FRAMING
MEMBERS GIVEN IS A
COURTESY EXTENDED TO THE
CLIENT FROM CRI, AND SHOULD
BE USED FOR COST
ESTIMATION PURPOSES ONLY.
ACTUAL LENGTHS SHOULD BE
VERIFIED PRIOR TO
CONSTRUCTION.
NOTES
THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CRI AND MAY ONLY BE USED ONCE FOR THE SINGLE SITE OR LOT LOCATION FOR WHICH THEY ARE PREPARED. NO OWNERSHIP RIGHTS ARE
CONVEYED FOR THE FUTURE USE OF THESE PLANS. THE REPRODUCTION OR REUSE OF THESE PLANS AND SPECIFICATIONS AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE IS STRICTLY PROHIBITED.
S5.0
CEILING FRAMING PLAN
03/26/25
34
0
5
W
I
T
T
C
O
U
R
T
MA
Y
K
U
S
H
O
M
E
S
&
N
E
I
G
H
B
O
R
H
O
O
D
S
2021
COMPOSITION SHINGLE OR METAL ROOF.
PLAN NOTES:
1.ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE
____ EDITION OF THE INTERNATIONAL RESIDENTIAL CODE.
2.DESIGN IS FOR A
2x6 RAFTERS @ O.C. TYP. (U.N.O)
3.CEILING JOISTS SHALL BE 2x6 @ ON CENTER UNLESS NOTED
OTHERWISE.
4.REFERENCE FRAMING NOTES SHEET FOR ADDITIONAL REQUIREMENTS.
5.NO STORAGE ALLOWED IN ATTIC (U.N.O.) EXCEPT IN HATCHED AREA
24"
24"
()3-2x12 14'
()2-2x6 3'
()2 -2x6 4'
()3-2x10 12'()3-2x10 14'
()3-2x6 6'()2-2x6 4'
()3-2x6 4'
()2-2x6 3'
()2-2x6 5'
()3-2x10 14'()3-2x10 12'()3-2x10 14'
()3-2x10 14'
()3 -2x6 4'()3 -2x6 4'()3 -2x6 4'
()2 -2x6 5'
()2-2x6 5'
()3 -2x6 3'
()3-2x10 7'
(
)
3
-2
x
8
7'
(
)
2
-2
x
6
3'
(
)
2-2
x
6
3'
(
)
2-2
x
6
4'
(
)
2
-2
x
6
3'
(
)
2
-2
x
6
3'
(
)
3
-2
x
6
4'
(
)
3-2
x
6
3'
(
)
2-2
x
1
2
14
'
(
)
2-2
x
1
2
14
'
(
)
3
-2
x
6
3'
(
)
3-2
x
1
2
14
'
(
)
2
-2
x
6
5'
()2-2x6 3'
(
)
2
-2
x
6
5'
-1
3
4"
x
1
4
"
L
V
L
(
)
3
20
'
-1
3
4"
x
1
4
"
L
V
L
(
)
3
18
'
(
)
3
-2
x
6
5'
(
)
3
-2
x
8
7'
()2-2x6 4'
()2-13 4" x 117 8" LVL 7'
()2-2x12 12'
(
)
2-2
x
6
6'
CONTINUOUS HEADER
CONTINUOUS HEADER
CO
N
T
I
N
U
O
U
S
H
E
A
D
E
R
CO
N
T
I
N
U
O
U
S
H
E
A
D
E
R
HATCH INDICATES
LIMITED ATTIC STORAGE.
DB
L
DB
L
DB
L
DB
L
DB
L
DB
L
DBL
DBL
DBLDBL
BO
T
T
O
M
F
L
U
S
H
W
I
T
H
C
E
I
L
I
N
G
BR
A
C
E
T
O
P
E
D
G
E
E
V
E
R
Y
8
'
-
0
"
BO
T
T
O
M
F
L
U
S
H
W
I
T
H
C
E
I
L
I
N
G
BR
A
C
E
T
O
P
E
D
G
E
E
V
E
R
Y
8
'
-
0
"
(5)2x4
STUD PACK
DB
L
(4)2x4
STUD PACK
DBL
DBL DBL
(3)2x4
STUD PACK
EA. END
BUILD PONY WALL
ABOVE UP TO ROOF
DB
L
DB
L
DRAWN BY:
JOB NUMBER:
TX FIRM REG. NO. F-4031
WWW.CRITEXAS.COM
DATE SHEET
REVISION NOTES
SCALE
THE LENGTHS OF FRAMING
MEMBERS GIVEN IS A
COURTESY EXTENDED TO THE
CLIENT FROM CRI, AND SHOULD
BE USED FOR COST
ESTIMATION PURPOSES ONLY.
ACTUAL LENGTHS SHOULD BE
VERIFIED PRIOR TO
CONSTRUCTION.
NOTES
THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CRI AND MAY ONLY BE USED ONCE FOR THE SINGLE SITE OR LOT LOCATION FOR WHICH THEY ARE PREPARED. NO OWNERSHIP RIGHTS ARE
CONVEYED FOR THE FUTURE USE OF THESE PLANS. THE REPRODUCTION OR REUSE OF THESE PLANS AND SPECIFICATIONS AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE IS STRICTLY PROHIBITED.
S5.1
2nd FLR. CEILING FRAMING PLAN
03/26/25
34
0
5
W
I
T
T
C
O
U
R
T
MA
Y
K
U
S
H
O
M
E
S
&
N
E
I
G
H
B
O
R
H
O
O
D
S
2021
COMPOSITION SHINGLE OR METAL ROOF.
PLAN NOTES:
1.ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE
____ EDITION OF THE INTERNATIONAL RESIDENTIAL CODE.
2.DESIGN IS FOR A
2x6 RAFTERS @ O.C. TYP. (U.N.O)
3.CEILING JOISTS SHALL BE 2x6 @ ON CENTER UNLESS NOTED
OTHERWISE.
4.REFERENCE FRAMING NOTES SHEET FOR ADDITIONAL REQUIREMENTS.
5.NO STORAGE ALLOWED IN ATTIC (U.N.O.) EXCEPT IN HATCHED AREA
24"
24"
(
)
2
x
8
5'
() 2x8 20'
() 2x8 22'() 2x8 20'() 2x8 20'
() 2x8 20'
(
)
2
x
8
20
'
(
)
2
x
8
12
'
(
)
2
x
8
16
'
(
)
2
x
8
16
'
(
)
2
x
8
12
'
(
)
2
x
8
16'
(
)
2x8
1
6
'
(
)
2
x
8
1
4
'
(
)
2x8
1
4
'
(
)
2x
8
7'
(
)
2
x
8
14'
(
)
2x
8
14'
(
)
2
x
8
1
4
'
2x6 RAFTERS @ 24" O.C.,
TYP. U.N.O.
2x6 PURLIN, TYP. U.N.O.
PITCH BREAK
METAL ROOF BY OTHERS
WALL SUPPORTED BY
CEILING BELOW
DRAWN BY:
JOB NUMBER:
TX FIRM REG. NO. F-4031
WWW.CRITEXAS.COM
DATE SHEET
REVISION NOTES
SCALE
THE LENGTHS OF FRAMING
MEMBERS GIVEN IS A
COURTESY EXTENDED TO THE
CLIENT FROM CRI, AND SHOULD
BE USED FOR COST
ESTIMATION PURPOSES ONLY.
ACTUAL LENGTHS SHOULD BE
VERIFIED PRIOR TO
CONSTRUCTION.
NOTES
THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CRI AND MAY ONLY BE USED ONCE FOR THE SINGLE SITE OR LOT LOCATION FOR WHICH THEY ARE PREPARED. NO OWNERSHIP RIGHTS ARE
CONVEYED FOR THE FUTURE USE OF THESE PLANS. THE REPRODUCTION OR REUSE OF THESE PLANS AND SPECIFICATIONS AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE IS STRICTLY PROHIBITED.
S5.2
ROOF FRAMING PLAN
03/26/25
34
0
5
W
I
T
T
C
O
U
R
T
MA
Y
K
U
S
H
O
M
E
S
&
N
E
I
G
H
B
O
R
H
O
O
D
S
2021
COMPOSITION SHINGLE OR METAL ROOF.
PLAN NOTES:
1.ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE
____ EDITION OF THE INTERNATIONAL RESIDENTIAL CODE.
2.DESIGN IS FOR A
2x6 RAFTERS @ O.C. TYP. (U.N.O)
3.CEILING JOISTS SHALL BE 2x6 @ ON CENTER UNLESS NOTED
OTHERWISE.
4.REFERENCE FRAMING NOTES SHEET FOR ADDITIONAL REQUIREMENTS.
5.NO STORAGE ALLOWED IN ATTIC (U.N.O.) EXCEPT IN HATCHED AREA
24"
24"
NOTE:
3x3x1/4 STEEL PLATE STOPS WELDED
TO ANGLE @24" O.C.
FOR ROOF PITCH GREATER THAN 7:12
BUT NO MORE THAN 12:12
12
SEE
ARCH'L.
ARCH'L. ROOF,
SEE ARCH'L DWGS.
716" PLYWOOD
ROOF SHEATHING
RAFTERS,
SEE PLAN
SEE ARCH'L DWGS.
FOR SOFFIT, EAVE
DETAILS
ARCH'L. FINISH
SEE ARCH'L DWGS.
WALL SHEATHING
STUDS @ 16" O.C.
DOUBLE TOP PLATE
CEILING JOIST,
SEE PLAN
SECTION A
MASONRY VENEER,
SEE ARCH'L DWGS.
WALL SHEATHING
STUDS @ 16" O.C.
INTERMEDIATE DOUBLE PLATE AT
CEILING FRAMING. WHERE CEILING
FRAMING IS NOT PRESENT WALL MUST
BE CONTINUOUS TO ROOF
CEILING JOIST,
SEE PLAN
RAFTERS, SEE PLAN
OUTLOOKERS:
2x4 @ 24" O.C. UP TO 3' OVERHANG
OR 2x6 @ 24" O.C. UP TO 4' OVERHANG
ARCH'L. ROOF,
SEE ARCH'L DWGS.
716" PLYWOOD
ROOF SHEATHING
VA
R
I
E
S
SECTION B
12
SEE
ARCH'L.
ARCH'L. ROOF,
SEE ARCH'L DWGS.7 16" PLYWOOD
ROOF SHEATHING
RAFTERS,
SEE PLAN
SEE ARCH'L DWGS.
FOR SOFFIT, EAVE
DETAILS
WALL SHEATHING
STUDS @ 16" O.C.
DOUBLE TOP PLATE
SECTION C
12
SEE
ARCH'L.
ARCH'L. ROOF,
SEE ARCH'L DWGS.
7 16" PLYWOOD
ROOF SHEATHING
RAFTERS,
SEE PLAN
SEE ARCH'L DWGS.
FOR SOFFIT, EAVE
DETAILS
L6x4x3 8 STEEL LINTEL 8" MIN.
BEARING EACH END.
BOLT TO WOOD HEADER
W/2- 12"Øx3" LAG BOLTS @ 16" O.C.
PROVIDE 4" BEARING & RUST
INHIBITIVE PAINT
WALL SHEATHING
CEILING JOIST,
SEE PLAN
DOUBLE TOP PLATE
STUDS @ 16" O.C.
GARAGE HEADER,
SEE PLAN
FOUR #2 YP 2x STUDS
UNDER END OF HEADER
BEYOND (TYP.)
SECTION D
12
SEE
ARCH'L.
ARCH'L. ROOF,
SEE ARCH'L DWGS.
7 16" PLYWOOD
ROOF SHEATHING
RAFTERS,
SEE PLAN
SEE ARCH'L DWGS.
FOR SOFFIT, EAVE
DETAILS
CEILING JOIST,
SEE PLAN
WOOD BEAM,
SEE PLAN
SECTION E
STUD WALL
PER PLAN
ATTACH FIRST RAFTER TO
EACH STUD W/ (3) 3/8"X5"
LAG SCREWS
MASONRY VENEER,
SEE ARCH'L DWGS.
L4x4x14 STEEL LINTEL.
LOCATE DIRECTLY ON TOP
OF ROOF CONSTRUCTION
TOP OF ROOF
DECKING (TYP)
TRIPLE RAFTERS
ATTACHED TO
STUD WALL (TYP)
SEE ARCH'L DWGS.
FOR SOFFIT, EAVE
DETAILS
ARCH'L. FINISH
SEE ARCH'L DWGS.
ARCH'L. FINISH
SEE ARCH'L DWGS.
BLOCKING
BLOCKING
BLOCKING
BLOCKING
BLOCKING
DOUBLE RAFTER
DOUBLE TOP PLATE
STONE VENEERHEADER
MORTAR JOINT
LOOSE LINTEL
PER SCHEDULE
STUD WALL
LOOSE LINTEL SECTION
SIZE OF STEEL ANGLE
(INCHES)
NO STORY
ABOVE
6'-0"4'-6"
8'-0"6'-0"
10'-0"8'-0"
14'-0"9'-6"
3 x 3 x 14
4 x 3 x 14
5 x 312 x 5 16
6 x 312 x 5 16
ONE STORY
ABOVE
ALLOWABLE SPANS FOR LINTELS
SUPPORTING MASONRY VENEER
6" X 4" X 5/16"
STEEL ANGLE
ATTACHED TO STUD WITH
FASTENERS
MASONRY VENEER
STUD WALL
W/DOUBLED STUDS@16" O.C.
VENEER TIE
ROOF FRAMING
7 16" ROOF DECK
7 16" WALL SHEATHING
2- 1/2"Ø X 4"
LAG SCREWS @ 16" O.C.
FLASHING
BY OTHERS
CONT, LEDGER ONE SIZE LARGER THAN
RAFTER FOR SLOPES UP TO 9:12 TWO
SIZES LARGER THAN RAFTER FOR
SLOPES EXCEEDING 9:12
2- 1/2"Ø X 4"
LAG SCREWS @ 16" O.C.
LOOSE LINTEL DETAIL J
VENEER ABOVE ROOF SECTION I
SUPPORT OF MASONRY
BLOCKING
VENEER ABOVE ROOF SECTION H
SUPPORT OF MASONRY
DORMER FRAMING DETAIL G
STUDS FOR
EXTERIOR WALL
TOP PLATE FOR
EXTERIOR WALL
DOUBLE HEADER
STUDS FOR
GABLE DORMER
TOP PLATE FOR
GABLE DORMER
DOUBLE HEADER
CEILING JOISTS,
SEE PLAN FOR SIZE
AND SPACING
TRIPLE RAFTER
ROOF RAFTERS,
SEE PLAN FOR SIZE
AND SPACING
RIDGE BOARD,
SEE PLAN FOR SIZE
VALLEY BOARD,
SEE PLAN FOR SIZE
KN
E
E
B
R
A
C
E
RA
F
T
E
R
KN
E
E
B
R
A
C
E
RA
F
T
E
R
KN
E
E
B
R
A
C
E
KN
E
E
B
R
A
C
E
KN
E
E
B
R
A
C
E
KN
E
E
B
R
A
C
E
RA
F
T
E
R
NOTES
1.KNEE BRACES SHALL BE SAME DIMENSIONAL
SIZE AS RAFTERS.
2.KNEE BRACES SHALL BE NAILED TO THE SIDE OF
THE RAFTERS W/ 2-10d NAILS @ 16" O.C.
3.AT CEILING JOISTS, PROVIDE 4-10d FACE NAILS
FROM EACH SIDE BETWEEN RAFTER AND CEILING
JOIST.
4.AT CEILING BEAM PROVIDE 21-10d FACE NAILS @
2" O.C. EACH WAY FROM EACH SIDE BETWEEN
RAFTERS AND BEAM.
KNEE
B
R
A
C
E
RAFT
E
R
B
E
Y
O
N
D
CEILING
JOIST
REF.
NOTE 3
2-PLY
BEAM AT
CEILING
REF.
NOTE 4
KNEE BRACE CONNECTION DETAIL F
CUT KNEE BRACE TO FIT
TIGHT ALONG BOTTOM OF
CEILING JOIST
RA
F
T
E
R
RA
F
T
E
R
NOTES:
1.MASONRY VENEER SHALL NOT SUPPORT ANY VERTICAL LOAD OTHER THAN THE LOAD OF THE VENEER ABOVE
2.PROVIDE MINIMUM 4" BEARING AT EACH END OF THE OPENING
3.PROVIDE ONE ANGLE FOR EACH 4" NOMINAL WYTHE OF VENEER
4.LONG LEG OF ANGLE SHALL BE PLACED IN THE VERTICAL POSITION
5.STEEL LINTELS SHALL BE SHOP COATED WITH A RUST-INHIBITIVE PAINT, EXCEPT FOR LINTELS MADE OF
CORROSION-RESISTANT STEEL OR STEEL TREATED WITH COATINGS TO PROVIDE CORROSION RESISTANCE
6.IF SPAN EXCEEDS ALLOWABLE SPAN LISTED IN TABLE, USE A BOLTED LINTEL PER DETAIL D
3-PLY
BEAM AT
CEILING
REF.
NOTE 4 CEILING JOIST
OR BEAM
ATTACH 2ND & 3RD
RAFTER W/ 2-10d
NAILS @ 16" O.C.
DOUBLE CEILING JOIST
DRAWN BY:
DETAIL INFO:
TX FIRM REG. NO. F-4031
WWW.CRITEXAS.COM
DATE SHEET
REVISION NOTES
SCALE
05/18/23
S6.0
DE
T
A
I
L
S
H
E
E
T
T
Y
P
I
C
A
L
F
R
A
M
I
N
G
PERSPECTIVE ROOF OPENING
SIMPSON A35 - ANGLE,
SEE MANUFACTURER
FOR INSTALLATION AND
FASTENING REQ'S.
CHIMNEY FRAMING DETAIL O
FLOOR TRUSS SECTIONS P
2"
2"13 4"
ASSEMBLY A: 3 ROWS
OF 10d NAILS @ 12" O.C.
ALL MULTIPLE PLY-MEMBERS TO BE
NAILED, SCREWED OR BOLTED TOGETHER. AS PER DETAIL
ASSEMBLY "A"
2 PLY OF 13 4"
ASSEMBLY "B"
3 PLY OF 13 4"
ASSEMBLY "C"
4 PLY OF 13 4"
ELEVATION
PLAN
3'-0" MAX
3'
-
0
"
M
A
X
1X4 LET IN BRACE
TYP. EACH FACE
SECURE TO STUDS
WITH 2- 16D NAILS AT
EACH STUD.
3- 2X4 STUDS,
TYP. EA. CORNER
DOUBLE TOP PLATE
20
'
-
0
"
M
A
X
(
N
.
T
.
S
.
)
3'-0" MAX
DOUBLE TOP PLATE
ROOF STRUCTURE,
SHOWN GRAYED
OUT FOR CLARITY
SIMPSON RPS 18 STRAP.
SECURE TO STUDS WITH
2- 16D NAILS AT EACH END
TYP. AT EACH CORNER.
1X4 BRACE TYP. EACH
FACE SECURE TO STUDS
WITH NAILING PER TABLE R602.3
IN THE EDITION OF THE IRC
ADOPTED BY THE LOCAL
JURISTICTION
3- 2X4 STUDS,
TYP. EA. CORNER
SECURE DOUBLE TOP PLATE
TO STUDS PER TABLE R602.3
IN THE EDITION OF THE IRC
ADOPTED BY THE LOCAL
JURISTICTION
716" PLYWOOD OR
OSB SHEATHING
2X4 @ 16" O.C. MAX
STUDS
30° MIN
TYP
NOTCH STUD FOR
LET-IN BRACE, TYP.
716" SHEATHING
CONTINUOUS TO PLATE
BELOW ROOF FRAMING
CONTINUE LET-IN
BRACING TO FOUNDATION
1
1.
7
5
MA
X
716" PLYWOOD OR OSB
SHEATHING WITH 6d NAILS
@ 4" O.C. AT EDGES AND
@ 12" O.C. FOR INTERMEDIATE
SUPPORTS. BLOCK ALL EDGES
THAT ARE NOT AT STUDS OR PLATES.
EXTERIOR STUD WALL
TYP.
3 4" PLYWOOD
FLOOR DECK
FLOOR TRUSS
BY TRUSS MANUFACTURER
OR I JOIST
BLOCKING BETWEEN TRUSSES
PER TRUSS MANUFACTURER
CONT. DOUBLE TOP PLATE
7 16" PLYWOOD
WALL SHEATHING
2x4 BRIDGING @ 24" O.C.
CONT. DOUBLE TOP PLATE
LADDER TRUSS
BY TRUSS MANUFACTURER
OR RIM BOARD
FLOOR TRUSS
PER TRUSS
MANUFACTURER OR I JOIST
7 16" PLYWOOD
WALL SHEATHING
EXTERIOR STUD WALL
TYP.
3 4" PLYWOOD
FLOOR DECK
ASSEMBLY B: 3 ROWS
OF 10d NAILS @ 9" O.C.
ASSEMBLY C: 2 ROWS
SIMPSON SDS @ 16" O.C.
OR 2 ROWS OF 12" THROUGH
BOLTS @ 12" O.C.
2"
2"
2"
2"
SIMPSON
SDS (TYP.)
WOOD BEAMS,
REFERENCE PLAN
REFERENCE HANGER
SCHEDULE (TYP)
4-1/4"x3 12" SDS
BY SIMPSON ON EACH SIDE
OF SUPPORTED BEAM AS SHOWN
8-SCREW CONNECTION DETAIL L
TYPICAL SIDE LOADED LVL
11
2"
M
I
N
.
2"
2"
EQ
U
A
L
SP
A
C
I
N
G
MULTIPLE MEMBER CONNECTION DETAIL K
CONNECTION DETAIL R
COLUMN BASE
2" MIN. SIDECOVER (TYP)
FASTEN WITH 6-10d
12"Ø HILTI KWIK-BOLT 3
TREATED 4x4 COLUMN
CONCRETE FOUNDATION (TYP)
4x4 COLUMN
FASTEN WITH 8-12d
5 8"Ø HILTI KWIK-BOLT 3
TREATED 6x6 COLUMN
SIMPSON ABW44Z FOR 4x4
OR ABW44RZ FOR 4x4 ROUGH
SAWN CEDARSIMPSON ABW66Z FOR 6x6
OR ABW66RZ FOR 6x6 ROUGH
SAWN CEDAR
CONNECTION (TOP) DETAIL Q
BEAM TO COLUMN
~
BEAMS PER PLAN (TYP)
FILL ALL HOLES W/ 16d NAILS (TYP)
4x4 COLUMN: SIMPSON AC4 AT MIDSPAN
& ACE4 AT CORNERS (TYP)
6x6 COLUMN: SIMPSON AC6 AT MIDSPAN
& ACE6 AT CORNERS (TYP)
CONTINUOUS COLUMN
PER PLAN (TYP)
SPLICED MEMBER
2x4x2' BRACE NAILED W/ 3-10d
NAILS (6 TOTAL) TO BOTH
HIP/VALLEY/RIDGE BOARDS
7 16"x2" PLYWOOD
OR OSB (BOTH SIDES) NAILED
W/ 8-8d NAILS FROM EACH SIDE
AS SHOWN (16 TOTAL)
2x6 BRACE
2x6 STRONGBACK
CENTER ALL MEMBERS
ON SPLICE POINT
SPLICE DETAIL M
HIP/VALLEY/RIDGE
SPLICE POINT MUST
OCCUR AT BRACE
INSTALL 2x4 DIAGONAL BRACES AT 45°
FROM TOP OF BEAM TO PLATE. CONNECT
W/ (3) 3x0.0131 TOE NAILS EACH END
REFERENCE FRAMING NOTES FOR
ADDITIONAL BRACING REQUIREMENTS
ADD FULL HEIGHT STUDS
BELOW BEAM FOR BEARING
PER NOTES
BEAM BRACING DETAIL T
FLOOR TRUSSES
PARALLEL TO WALL ABOVE
NON-LOAD BEARING WALL
PARALLEL TO TRUSSES BELOW
2X6 BLOCKING
@24" O.C.
2X BLOCKING
3 4" PLYWOOD
FLOOR DECKING
BOTTOM PLATE
PARALLEL TRUSS/WALL DETAIL S
CEILING JOIST
DBL. TOP PLATE
6x6 COLUMN
WOOD BEAM,
REF. PLAN
NOTE: WHERE SUPPORTING
BEAM IS 3 OR 4 PLIES, 8
ADDITIONAL SDS SCREWS
ARE REQUIRED AT THE BACK
SIDE OF THE BEAM.
4-10d NAILS FROM
EACH SIDE (8 TOTAL)
PURLIN
REFERENCE PLANRAFTER
REFERENCE PLAN
RAFTER SPLICE AT PURLIN N
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FRAMING NOTES
BRACE PER
FRAMING NOTES
DRAWN BY:
DETAIL INFO:
TX FIRM REG. NO. F-4031
WWW.CRITEXAS.COM
DATE SHEET
REVISION NOTES
SCALE
05/18/23
S6.1
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FACE MOUNT HANGER SCHEDULE
MEMBER
SIMPSONS
PRODUCT
NUMBER
CAPACITY
(lbs)
(100%)
2x4
2x6, 2x8
2x10
2x12
2-2x4
2-2x6, 2-2x8
2-2x10, 2-2x12
2-1.75x11.25 LVL
2-1.75x14 LVL, 2-1.75x16 LVL
2-1.75x18 LVL
3-2x10
3-2x12
3-1.75x11.25 LVL
3-1.75x14-24 LVL
4-2x10, 4-2x12
4-1.75x11.25 LVL
4-1.75x14-24 LVL
ALL 5 PLY LVL
45° SKEWED HANGER
2x6
2x8
2x10, 2x12
2-2x6, 2-2x8
2-2x10, 2-2x12
2-1.75x11.25 LVL, 2-1.75x14 LVL
2-1.75x16 LVL, 2-1.75x18 LVL
OR APPROVED EQUAL*
LUS24
LUS26
LUS28
LUS210
LUS24-2
HGUS48
HU210-3
HU212-3
HGUS5.50/12
HHUS210-4
HGUS7.25/12
HHGU9.00-SDS
LSU26
LSSU28
LSSU210
SUR/L26-2
HSUR/L414
LUS26-2
LUS210-2
HGUS410
HGUS414
HGUS5.50/14
HGUS7.25/14
SUR/L210-2
HSUR/L410
670
865
1100
1340
800
1030
1830
7460
9100
10100
2085
2380
9600
10100
5635
9600
10100
17845
695
885
995
1150
2015
2975
3870
3-1.75x9.25 LVL HGUS5.50/10 9100
4-1.75x9.25 LVL HGUS7.25/10 9100
2-1.75x9.25 LVL HGUS410 9100
2-1.75x24 LVL HGU3.63-SDS 13160
WHERE THIS FOOTNOTE IS REFERENCED ON THE PLAN, USE
THE FOLLOWING SIMPSON STRONG-DRIVE SDS FACE SCREWS
IN LIEU OF NAILS WITH A SIMPSON FACE MOUNT HANGER
SELECTED FROM THE TABLE ABOVE. WHEN THE FOLLOWING
FACE SCREWS ARE NOT COMPATIBLE WITH THE SELECTED
FACE MOUNT HANGER, SELECT AN EQUIVALENT OR STRONGER
COMPATIBLE HANGER.
FACE MOUNT (SUPPORTING)FACE MOUNT STRONG-DRIVE
BEAM NUMBER OF PLIES:SDS SCREWS REQUIRED:
2-PLY 1/4" X 3-1/2" SDS
3-PLY 1/4" X 5" SDS
4-PLY 1/4" X 8" SDS
1
1 STRUCTURAL NOTES
THESE STRUCTURAL NOTES SHALL APPLY UNLESS OTHERWISE
SPECIFICALLY NOTED ON PLANS AND DETAILS. THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONS, NEW AND/OR EXISTING, AND SHALL COORDINATE
ALL STRUCTURAL PLANS AND DETAILS WITH ARCHITECTURAL DRAWINGS
BEFORE STARTING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION. IN CASE THERE ARE
DISCREPANCIES AMONG DRAWINGS AND NOTES, THE MORE STRINGENT
REQUIREMENT SHALL GOVERN. DESIGN, CONSTRUCTION, WORKMANSHIP
AND MATERIALS SHALL COMPLY WITH THE LATEST EDITION OF THE
INTERNATIONAL RESIDENTIAL CODE.
STRUCTURAL STEEL
1.ALL HOT ROLLED STRUCTURAL STEEL W-SHAPES SHALL CONFORM TO
ASTM SPECIFICATION A992, GRADE 50.
2.ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM
SPECIFICATION A-500, GRADE B.
3.ALL STRUCTURAL STEEL M-SHAPES, S-SHAPES, CHANNELS, ANGLES,
PLATES AND BARS SHALL CONFORM TO ASTM SPECIFICATION A36
UNLESS OTHERWISE SHOWN OR NOTED OTHERWISE.
4.ALL ROUND, SQUARE AND RECTANGULAR HOLLOW STRUCTURAL
SHAPES (HSS) SHALL CONFORM TO ASTM A500, GRADE B.
5.ALL STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM
SPECIFICATION A53, GRADE B.
6.ALL ANCHOR RODS SHALL CONFORM TO ASTM SPECIFICATION F1554,
GRADE 55.
7.ALL STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED AND
ERECTED IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND THE STEEL JOIST
INSTITUTE.
8.ALL STRUCTURAL STEEL BOLTS SHALL CONFORM TO ASTM A325, TYPE
I, HEAVY HEX UNLESS OTHERWISE SHOWN OR NOTED. FURNISH
HEAVY HEX CARBON-STEEL NUTS PER ASTM A563 AND HARDENED
CARBON-STEEL WASHERS PER ASTM F436 AT ALL BOLTED
CONNECTIONS, INCLUDING ANCHOR RODS. ANCHOR RODS SHALL BE
ASTM A307.
10.ALL BEAMS AND COLUMNS SHALL BE FULL LENGTH WITHOUT SPLICES
UNLESS OTHERWISE INDICATED ON PLANS.
11.ALL SHOP AND FIELD WELDS SHALL BE MADE BY WELDERS WHO HAVE
BEEN QUALIFIED AND CERTIFIED TO MAKE THE REQUIRED WELDS
WITHIN THE PREVIOUS SIX MONTHS IN ACCORDANCE WITH THE
LATEST AMERICAN WELDING SOCIETY SPECIFICATIONS A.W.S. D1.1.
12.WELD FILLER METAL SHALL BE E70XX ELECTRODES, UNLESS
OTHERWISE SPECIFIED. MINIMUM WELD SIZE SHALL BE 1/4 INCH
FILLET WELD, UNLESS OTHERWISE NOTED. STEEL JOISTS SHALL BE
FABRICATED IN ACCORDANCE WITH A.W.S. D1.1.
13.ERECTION CONNECTORS SHALL BE PROVIDED IN ORDER TO
PROPERLY ALIGN AND BE TRUE AND PLUMB WHEN WELDS ARE MADE.
14.SHOP DRAWINGS SHALL BE PREPARED FOR ALL STRUCTURAL STEEL
AND SUBMITTED FOR REVIEW BY ENGINEER. ENGINEERING
DRAWINGS SHALL NOT BE REPRODUCED AND USED AS SHOP
DRAWINGS.
15.ALL COMPLETE PENETRATION WELDS, BOTH SHOP AND FIELD, SHALL
BE MADE UNDER THE OBSERVATION OF A QUALIFIED TESTING
LABORATORY INSPECTOR.
16.THE FABRICATOR SHALL SUPPLY BACK UP PLATES AND EXTENSION
TABS FOR ALL COMPLETE PENETRATION WELDS.
17.ALL STRUCTURAL STEEL MEMBERS SHALL BE CLEANED IN
ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNCIL (SSPC)
SP-1 SOLVENT CLEANING.
18.SHOP PAINT ALL STEEL EXCEPT GALVANIZED ITEMS, ITEMS EMBEDDED
IN CONCRETE, AND AREA TO BE WELDED, WITH 5 MIL COAT OF
PITTSBURGH PPG PITT-GUARD PRIMER AND 3 MIL COAT OF PPG
PITTHANE. COLOR TO BE SELECTED BY OWNER.
19.ALL STEEL BEAMS BENEATH PLYWOOD FLOOR OR ROOF DECKS SHALL
BE INSTALLED WITH A 2x NAILER AT THE TOP OF THE BEAM. THE
WIDTH OF THE NAILER SHALL MATCH THE WIDTH OF THE BEAM AND BE
CONNECTED WITH TWO TB1460S SCREWS BY SIMPSON EVERY 6” ON
CENTER.
FLOOR FRAMING
1.UNLESS NOTED OTHERWISE, ALL LUMBER SHALL BE CLEARLY MARKED
SOUTHERN PINE #2 BY THE SPIB.
2.LATERALLY SUPPORT FLOOR JOISTS OR TRUSSES AT THE ENDS BY
FULL DEPTH SOLID BLOCKING OR CONTINUOUS RIM BOARD. WHERE
CONNECTED TO THE FACE OF A HEADER USE A HANGER SPECIFIED IN
THE FACE MOUNT HANGER SCHEDULE.
3.PROVIDE A MINIMUM OF 1.5” OF BEARING FOR ALL JOISTS.
4.WHERE 2x12 FRAMING IS USED, PROVIDE FULL DEPTH BLOCKING OR
BRIDGING AT 8' ON CENTER MAXIMUM.
5.FLOOR DECKING SHALL BE 3/4" MINIMUM THICKNESS, TONGUE AND
GROOVE, RATED FOR THE SPACING OF THE SUPPORTING JOISTS.
6.AT EXTERIOR DECKS, CONTRACTOR SHALL PROVIDE TREATED
LUMBER OR FULLY WEATHERPROOF ALL FRAMING MEMBERS.
7.IF FLOOR BEAMS ARE TO BE DESIGNED BY OTHERS, THE DESIGNER
SHALL VERIFY THAT ALL LOADS FROM ROOFS, CEILINGS, AND WALLS
ABOVE ARE ADEQUATELY SUPPORTED BY THE FLOOR FRAMING
SYSTEM.
8.BEAMS DESIGNED BY OTHERS THAT DIRECTLY OR INDIRECTLY
SUPPORT MASONRY VENEER SHALL BE DESIGNED TO LIMIT THE TOTAL
LOAD DEFLECTION TO L/600.
WALL FRAMING
1.UNLESS OTHERWISE NOTED, ALL STUDS SHALL BE CLEARLY MARKED
SOUTHERN PINE #2 BY THE SPIB.
2.END JOINTED LUMBER GRADED BY SPIB MAY BE USED
INTERCHANGABLY WITH SOLID SAWN LUMBER OF THE SAME SPECIES
AND GRADE.
3.MAXIMUM LATERALLY UNSUPPORTED LENGTHS OF WOOD WALL
STUDS FOR THE GIVEN STUD SIZE AND SPACING:
SUPPORTING ROOF ONLY
2x4 @ 16” O.C.12'-0”
2x6 @ 24” O.C.14'-0”
2x6 @ 16” O.C. 16'-0”
2x6 @ 12” O.C.18'-0”
2x6 @ 8” O.C.20'-0”
SUPPORTING ONE FLOOR AND A ROOF
2x4 @ 16” O.C.10'-0”
2x6 @ 24” O.C.12'-0”
2x6 @ 16” O.C.16'-0”
2x6 @ 12” O.C.18'-0”
2x6 @ 8” O.C.20'-0”
SUPPORTING TWO FLOORS AND A ROOF
2x6 @ 24” O.C.10'-0”
2x6 @ 16” O.C.14'-0”
2x6 @ 12” O.C.16'-0”
2x6 @ 8” O.C.18'-0”
4.WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE
INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND
INTERSECTIONS WITH BEARING PARTITIONS.
5.ALL WOOD STUD WALLS SHALL BE FULL HEIGHT WITHOUT
INTERMEDIATE PLATE LINE UNLESS DETAILED OTHERWISE.
6.BOTTOM PLATES IN CONTACT WITH CONCRETE MUST BE PRESSURE
TREATED AND SHALL BE ANCHORED TO THE CONCRETE BY THE
FOLLOWING METHODS:
EXTERIOR PLATES: 1/2" DIAMETER x 7” EMBEDMENT BOLTS WITH
WASHERS AT 6'-0” ON CENTER MAX, OR MASA BY SIMPSON AT 6'-0”
ON CENTER MAX.
INTERIOR PLATES: 1/2" DIAMETER x 7” EMBEDMENT BOLTS WITH
WASHERS AT 6'-0” ON CENTER MAX, OR X-C PAF (2 13/16” LONG) BY
HILTI @ 9” ON CENTER MAX.
7.GABLE WALLS SHALL BE BRACED BY CEILING FRAMING AT THE TOP
PLATE. PROVIDE BLOCKING BETWEEN CEILING JOISTS. PROVIDE
STUDS THAT COMPLY WITH MAXIMUM HEIGHT LISTED IN THESE NOTES.
8.THE CONTINUOUS DOUBLE TOP PLATE MAY BE INTERRUPTED IF
NEEDED TO INSTALL THE SPECIFIED HEADER. IF THE TOP PLATE IS
INTERRUPTED BY A HEADER, ATTACH THE TOP PLATE TO THE HEADER
AT EACH END WITH 3"x12"x0.036" GALVANIZED STEEL PLATE WITH
(12)8d NAILS AT EACH SIDE OF THE JOINT.
CEILING FRAMING
1.UNLESS NOTED OTHERWISE, ALL LUMBER SHALL BE CLEARLY MARKED
SOUTHERN PINE #2 BY THE SPIB.
2.UNLESS NOTED OTHERWISE, CEILING JOISTS SHALL BE 2x6 @ 24” ON
CENTER.
3.PROVIDE MINIMUM 1.5” BEARING AT THE ENDS OF ALL JOISTS. WHERE
JOISTS FRAME INTO THE SIDE OF A BEAM, USE METAL JOIST HANGERS
AS INDICATED IN THE FACE MOUNT HANGER SCHEDULE.
4.PROVIDE BLOCKING BETWEEN CEILING JOISTS AT EXTERIOR WALLS.
WHERE THE JOISTS ARE 2X10 OR 2X12, BLOCKING IS REQUIRED AT ALL
SUPPORTS. FOR 2X10 FRAMING, PROVIDE FULL DEPTH BLOCKING,
DIAGONAL BRIDGING (WOOD OR METAL), OR A CONTINUOUS 1-INCH BY
3-INCH WOOD STRIP NAILED ACROSS THE CEILING JOISTS AT
INTERVALS NOT EXCEEDING 8 FEET. FOR 2X12 FRAMING, PROVIDE
FULL DEPTH BLOCKING AT INTERVALS NOT EXCEEDING 8 FEET.
5.WHERE CEILING JOISTS ARE PARALLEL TO A NONBEARING WALL,
BRACE THE TOP OF THE WALL WITH 2x4 BLOCKING AT 24” ON CENTER
BETWEEN JOISTS.
ROOF AND RAFTERS
1.UNLESS NOTED OTHERWISE, ALL LUMBER SHALL BE CLEARLY MARKED
SOUTHERN PINE #2 BY THE SPIB.
2.FRAMING FOR COMPOSITION SHINGLE OR METAL ROOFS IS DESIGNED
ASSUMING THE ROOFING MATERIAL WEIGHS A MAXIMUM OF 5 PSF.
CONTACT ENGINEER IF ROOFING MATERIAL EXCEEDS THIS WEIGHT.
3.FRAMING FOR TILE ROOFS IS DESIGNED ASSUMING THE ROOFING
MATERIAL WEIGHS A MAXIMUM OF 10 PSF. CONTACT ENGINEER IF
ROOFING MATERIAL EXCEEDS THIS WEIGHT.
4.PROVIDE BLOCKING BETWEEN RAFTERS AT EXTERIOR WALLS. FOR
2x12 FRAMING, PROVIDE FULL DEPTH BLOCKING OR BRIDGING AT 8'-0”
ON CENTER MAXIMUM.
5.ROOF BRACING SHALL BE INSTALLED SUCH THAT THE SLOPE OF THE
BRACE IS BETWEEN VERTICAL AND 45 DEGREES. PROVIDE TWO
STUDS BELOW THE BRACE WHERE THE BRACE IS SUPPORTED BY A
WALL. IF THE SUPPORTING WALL IS ON AN UPPER LEVEL, PROVIDE
STUDS ON ALL LEVELS BELOW TO PROVIDE A CONTINUOUS LOAD PATH
TO THE FOUNDATION.
6.AT POINT OF SUPPORT FOR ROOF BRACES, ADEQUATELY BLOCK
WALLS AND BEAMS TO PREVENT ROTATION AND HORIZONTAL
MOVEMENT.
7.BRACES UP TO 6' MAY BE CONSTRUCTED WITH A SINGLE 2x4. BRACES
LONGER THAN 6' AND UP TO 14' MAY BE CONSTRUCTED WITH A 2x4
WITH A 2x4 STIFFBACK. BRACES LONGER THAN 14' AND UP TO 22' MAY
BE CONSTRUCTED WITH A 2x6 WITH A 2x6 STIFFBACK. CONTACT
ENGINEER IF BRACE LENGTH EXCEEDS 22'.
8.ROOF DECKING SHALL BE MINIMUM 7/16” PLYWOOD OR OSB ATTACHED
PER THE FASTENING SCHEDULE.
ENGINEERED BEAMS
1.LVL BEAMS (LAMINATED VENEER LUMBER) SHALL HAVE A MINIMUM
Fb=2600psi, Fv=285psi, E=2000ksi.
2.PSL BEAMS (PARALLEL STRAND LUMBER) SHALL HAVE A MINIMUM
Fb=2900psi, Fv=290psi, E=2000ksi.
3.APB BEAMS (ANTHONY POWER BEAM) SHALL HAVE A MINIMUM
Fb=3000psi, Fv=300psi, E=2100ksi.
4.FOR BEAMS BEARING ON STUD WALLS, PROVIDE STUDS DIRECTLY
BENEATH THE BEAM. IF THE BEAM IS ON AN UPPER LEVEL, PROVIDE
STUDS ON ALL LEVELS BELOW TO PROVIDE A CONTINUOUS LOAD PATH
TO THE FOUNDATION. THERE SHALL BE TWO STUDS BELOW BEAMS UP
TO 4” WIDE, THREE STUDS BELOW BEAMS UP TO 6” WIDE, AND FOUR
STUDS FOR BEAMS UP TO 8” WIDE.
5.ALL BEAMS SHALL BE LATERALLY BRACED AT ALL SUPPORT POINTS.
BEAMS WHICH ARE NOT DIRECTLY LOADED BY CEILING JOISTS SHALL
HAVE ADDITIONAL LATERAL SUPPORTS AT 1/3 SPAN POINTS.
6.GLU-LAM OR PSL BEAMS MAY BE SUBSTITUED FOR BEAMS INDICATED
ON THE DRAWINGS, PROVIDED THAT THEIR DESIGN VALUES MEET OR
EXCEED THOSE LISTED ABOVE AND THE WIDTH AND DEPTH MEET OR
EXCEED THOSE OF THE SPECIFIED BEAM. LVL BEAMS MAY NOT BE
SUBSTITUTED FOR GLU-LAM OR PSL BEAMS UNLESS APPROVED BY
THE ENGINEER.DRAWN BY:
DETAIL INFO:
TX FIRM REG. NO. F-4031
WWW.CRITEXAS.COM
DATE SHEET
REVISION NOTES
SCALE
05/18/23
S6.2
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FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
DESCRIPTION OF
BUILDING ELEMENTS
NUMBER AND TYPE
OF FASTENER
SPACING AND
LOCATION
BLOCKING BETWEEN CEILING JOISTS OR
RAFTERS TO TOP PLATE
ITEM
4-8d BOX (2 12" x 0.113") OR
3-8d COMMON (2 12" x 0.131"); OR
3-10d BOX (3" x 0.128"); OR
3-3" x 0.131" NAILS
1 TOE NAIL
CEILING JOISTS TO TOP PLATE
4-8d BOX (2 12" x 0.113") OR
3-8d COMMON (2 12" x 0.131"); OR
3-10d BOX (3" x 0.128"); OR
3-3" x 0.131" NAILS
2 PER JOIST, TOE NAIL
CEILING JOIST NOT ATTACHED TO
PARALLEL RAFTER, LAPS OVER
PARTITIONS [SEE SECTIONS R802.3.1,
R802.3.2 AND TABLE R802.5.1(9)]
4-10d BOX (3" x 0.128"); OR
3-16d COMMON (3 12" x 0.162"); OR
4-3" x 0.131" NAILS
3 FACE NAIL
CEILING JOIST ATTACHED TO PARALLEL
RAFTER (HEEL JOINT) [SEE SECTIONS
R802.3.1, R802.3.2 AND TABLE R802.5.1(9)]
TABLE R802.5.1(9)4 FACE NAIL
RAFTER OR ROOF TRUSS TO PLATE
3-16d BOX NAILS (3 12" x 0.135"); OR
3-10d COMMON NAILS (3" x 0.148"); OR
4-10d BOX (3" x 0.128"); OR
4-3" x 0.131" NAILS
5
2 TOE NAILS ON ONE SIDE AND 1
TOE NAIL ON OPPOSITE SIDE OF
EACH RAFTER OR TRUSS
ROOF RAFTERS TO RIDGE, VALLEY OR
HIP RAFTERS OR ROOF RAFTER TO
MINIMUM 2" RIDGE BEAM
4-16d (3 12" x 0.135"); OR
3-10d COMMON (3 12" x 0.148"); OR
4-10d BOX (3" x 0.128"); OR
4-3" x 0.131" NAILS6
TOE NAIL
3-16d BOX (3 12" x 0.135"); OR
2-16d COMMON (3 12" x 0.162"); OR
3-10d BOX (3" x 0.128"); OR
3-3" x 0.131" NAILS
END NAIL
ROOF
WALL
STUD TO STUD (NOT AT BRACED WALL
PANELS)
16d COMMON (3 12" x 0.162")
7 10d BOX (3" x 0.128"); OR
3" x 0.131" NAILS
24" O.C. FACE NAIL
16" O.C. FACE NAIL
STUD TO STUD AND ABUTTING STUDS AT
INTERSECTING WALL CORNERS (AT
BRACED WALL PANELS)16d COMMON (3 12" x 0.162")
8
16d BOX (3 12" x 0.135"); OR
3" x 0.131" NAILS
16" O.C. FACE NAIL
12" O.C. FACE NAIL
BUILT-UP HEADER (2" TO 2" HEADER WITH
12" SPACER)
16d COMMON (3 12" x 0.162")
9 16" O.C. EACH EDGE FACE NAIL
12" O.C. EACH EDGE FACE NAIL16d BOX (3 12" x 0.135")
CONTINUOUS HEADER TO STUD
5-8d BOX (2 12" x 0.113"); OR
4-8d COMMON (2 12" x 0.131"); OR
4-10d BOX (3" x 0.128")
10 TOE NAIL
TOP PLATE TO TOP PLATE
16d COMMON (3 12" x 0.162")
11 10d BOX (3" x 0.128"); OR
3" x 0.131" NAILS
16" O.C. FACE NAIL
12" O.C. FACE NAIL
DOUBLE TOP PLATE SPLICE12
FACE NAIL ON EACH SIDE OF
END JOINT (MINIMUM 24" LAP
SPLICE LENGTH EACH SIDE OF
END JOINT)
8-16d COMMON (3 12" x 0.162"); OR
12-16d BOX (3 12" x 0.135"); OR
12-10d BOX (3" x 0.128"); OR
12-3" x 0.131" NAILS
BOTTOM PLATE TO JOIST, RIM JOIST,
BAND JOIST OR BLOCKING (NOT AT
BRACED WALL PANELS)
16d COMMON (3 12" x 0.162")
13 16d BOX (3 12" x 0.135"); OR
3" x 0.131" NAILS
16" O.C. FACE NAIL
12" O.C. FACE NAIL
BOTTOM PLATE TO JOIST, RIM JOIST,
BAND JOIST OR BLOCKING (AT BRACED
WALL PANELS)
14
3 EACH 16" O.C. FACE NAIL
2 EACH 16" O.C. FACE NAIL
4 EACH 16" O.C. FACE NAIL
3-16d BOX (3 12" x 0.135"); OR
2-16d COMMON (3 12" x 0.162"); OR
4-3" x 0.131" NAILS
TOP OR BOTTOM PLATE TO STUD
4-8d BOX (2 12" x 0.113"); OR
3-16d BOX (3 12" x 0.135"); OR
4-8d COMMON (2 12" x 0.131"); OR
4-10d BOX (3" x 0.128"); OR
4-3" x 0.131" NAILS15
TOE NAIL
3-16d BOX (3 12" x 0.135"); OR
2-16d COMMON (3 12" x 0.162"); OR
3-10d BOX (3" x 0.128"); OR
3-3" x 0.131" NAILS
END NAIL
TOP PLATES, LAPS AT CORNERS AND
INTERSECTIONS16 FACE NAIL
3-10d BOX (3" x 0.128"); OR
2-16d COMMON (3 12" x 0.162"); OR
3-3" x 0.131" NAILS
1" BRACE TO EACH STUD AND PLATE17 FACE NAIL
3-8d BOX (2 12" x 0.113"); OR
2-8d COMMON (2 12" x 0.131"); OR
2-10d BOX (3" x 0.128"); OR
2 STAPLES 1 3 4"
JOIST TO SILL, TOP PLATE OR GIRDER18 TOE NAIL
4-8d BOX (2 12" x 0.113"); OR
3-8d COMMON (2 12" x 0.131"); OR
3-10d BOX (3" x 0.128"); OR
3-3" x 0.131" NAILS
RIM JOIST, BAND JOIST OR BLOCKING TO
SILL OR TOP PLATE (ROOF
APPLICATIONS ALSO)
8d BOX (2 12" x 0.113")
19 8d COMMON (2 12" x 0.131"); OR
10d BOX (3" x 0.128"); OR
3" x 0.131" NAILS
4" O.C. TOE NAIL
6" O.C. TOE NAIL
1" x 6" SUBFLOOR OR LESS EACH JOIST FACE NAIL
3-8d BOX (2 12" x 0.113"); OR
2-8d COMMON (2 12" x 0.131"); OR
3-10d BOX (3" x 0.128"); OR
2 STAPLES, 1" CROWN, 16 ga. 1 3 4" LONG
20
FLOOR
2" SUBFLOOR TO JOIST OR GIRDER21 BLIND AND FACE NAIL3-16d BOX (3 12" x 0.135"); OR
2-16d COMMON (3 12" x 0.162")
2" PLANKS (PLANK & BEAM - FLOOR & ROOF)22 AT EACH BEARING, FACE NAIL3-16d BOX (3 12" x 0.135"); OR
2-16d COMMON (3 12" x 0.162")
BAND OR RIM JOIST TO JOIST END NAIL
3-16d COMMON (3 12" x 0.162"); OR
4-10d BOX (3" x 0.128"); OR
4-3" x 0.131" NAILS; OR
4-3" x 14 ga. STAPLES, 716" CROWN
23
BUILT-UP GIRDERS AND BEAMS, 2-INCH
LUMBER LAYERS
REFERENCE DETAIL K24
LEDGER STRIP SUPPORTING JOISTS OR
RAFTERS25 AT EACH JOIST OR RAFTER,
FACE NAIL
4-16d BOX (3 12" x 0.135"); OR
3-16d COMMON (3 12" x 0.162"); OR
4-10d BOX (3" x 0.128"); OR
4-3" x 0.131" NAILS
BRIDGING TO JOIST26 EACH END, TOE NAIL2-10d (3" x 0.128")
DESCRIPTION OF
BUILDING ELEMENTS
NUMBER AND TYPE
OF FASTENER
SPACING OF FASTENERS
ITEM EDGES
(INCHES)
INTERMEDIATE
SUPPORT
(INCHES)
WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING
AND PARTICLEBOARD WALL SHEATHING TO FRAMING [SEE TABLE R602.3(3) FOR WOOD
STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING
3 8" - 12"27 6d COMMON (2" x 0.113") NAIL (SUBFLOOR, WALL)
8d COMMON (2 12" x 0.131") NAIL (ROOF)6 12f
19 32" - 1"28 8d COMMON (2 12" x 0.131")6 12f
1 18" - 1 14"29 10d COMMON (3" x 0.148") NAIL; OR
8d (2 12" x 0.131") DEFORMED NAIL 6 12
OTHER WALL SHEATHING
12" STRUCTURAL CELLULOSIC FIBERBOARD
SHEATHING30
1 12" GALVANIZED ROOFING NAIL, 716" HEAD
DIAMETER, OR 1" CROWN STAPLE 16 ga. , 1 14"
LONG
3 6
25 32" STRUCTURAL CELLULOSIC
FIBERBOARD SHEATHING31
1 3 4" GALVANIZED ROOFING NAIL, 716" HEAD
DIAMETER, OR 1" CROWN STAPLE 16 ga. , 1 14"
LONG
3 6
12" GYPSUM SHEATHINGd32
1 12" GALVANIZED ROOFING NAIL; STAPLE
GALVANIZED, 1 12" LONG; 1 14" SCREWS, TYPE W
OR S
7 7
5 8" GYPSUM SHEATHINGd33
1 3 4" GALVANIZED ROOFING NAIL; STAPLE
GALVANIZED, 1 5 8" LONG; 1 5 8" SCREWS, TYPE W
OR S
7 7
WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
3 4" AND LESS34 6d DEFORMED (2" x 0.120") NAIL; OR
8d COMMON (2 12" x 0.131") NAIL 6 12
7 8" - 1"35 8d COMMON (2 12" x 0.131") NAIL; OR
8d DEFORMED (2" x 0.120") NAIL 6 12
1 18" - 1 14"36 10d COMMON (3" x 0.148") NAIL; OR
8d DEFORMED (2 12" x 0.120") NAIL 6 12
DRAWN BY:
DETAIL INFO:
TX FIRM REG. NO. F-4031
WWW.CRITEXAS.COM
DATE SHEET
REVISION NOTES
SCALE
05/18/23
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Alpine, an ITW company
155 Harlem Ave.
North Building, 4th Floor
Glenview, IL 60025
Phone: (800)326-4102 (314)344-9121
alpineitw.com
Site Information:Page 1:
Customer: Sweeney Lumber Job Number: TS2207
Job Description: 84 LUMBER
Address: 3405 WITT CT
Job Engineering Criteria:
Design Code: IRC 2021 IntelliVIEW Version: 24.01.01A
JRef #: 1YaK94620001
Wind Standard: ASCE710 Wind Speed (mph): 0 Design Loading (psf): 55.00
Building Type:
This package contains general notes pages, 26 truss drawing(s) and 2 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 155.25.1734.36293 F1 2 155.25.1734.56613 F2
3 155.25.1735.06903 F3 4 155.25.1735.08897 F4
5 155.25.1735.10843 F5 6 155.25.1735.12420 F6
7 155.25.1735.13950 F7 8 155.25.1735.15350 F8
9 155.25.1735.17210 F9 10 155.25.1734.38020 F10
11 155.25.1734.39960 F11 12 155.25.1734.42223 F12
13 155.25.1734.44203 F13 14 155.25.1734.46230 F14
15 155.25.1734.47637 F15 16 155.25.1734.49100 F16
17 155.25.1734.50577 F17 18 155.25.1734.51927 F18
19 155.25.1734.54947 F19 20 155.25.1734.58470 F20
21 155.25.1735.00437 F21 22 155.25.1735.02527 F22
23 155.25.1735.03823 F23 24 155.25.1735.05227 F24
25 155.25.1735.18447 KW1 26 155.25.1735.21720 KW2
27 STRBRIBR1014 28 DEFLCAMB1014
#%INDEX?$
$%Lbl:Cover Sheet?$
06/04/2025
General Notes
Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities:
The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1,
Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate
Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design
Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and
dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to
independently verify the accuracy or completeness of the information provided by others and may rely on that information
without liability. The responsibility for verification of that information remains with others neither employed nor controlled
by the Truss Design Engineer. The Truss Design Engineer’s seal and signature on the attached drawings, or cover page
listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component
designs and not for the technical information furnished by others which technical information and consequences thereof
remain their sole responsibility.
The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in
accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and
loads for each truss component match those required by the plans and by the actual use of the individual component, and
for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any
additional factors required in the particular application. Truss components using metal connector plates with integral teeth
shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to
exceed 19% and/or cause corrosion of connector plates and other metal fasteners.
The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set
forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss
component design loads, inspection of the truss components before or after installation, the design of temporary or
permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear
walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the
foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports,
installation of the truss components, observation of the truss component installation process, review of truss assembly
procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in
the installation of the truss components and/or its connections.
This document may be a high-quality facsimile of the original engineering document which is a digitally signed electronic
file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request.
Temporary Lateral Restraint and Bracing:
Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2,
B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or
other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these
drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to
and may not be relied upon for the temporary stability of the truss components during their installation.
Permanent Lateral Restraint and Bracing:
The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of
the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of
BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional.
These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building
stability bracing which are parts of the overall building design to be specified, designed, and detailed by the Building
Designer.
Connector Plate Information:
Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations,
gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60.
Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at
www.icc-es.org.
Bearing Information:
The bearing area factor, Cb, is considered for the allowable capacity of solid sawn wood bearings supporting trusses that
are located a minimum of 3” from the end of the lumber piece. #%NOSEAL?$
Page 1 of 3
General Notes (continued)
Coated Lumber:
Coated lumber must be properly re-dried and maintained below 19% or less moisture level through all stages of
construction and usage. Coated lumber has no adjustments to lumber properties. Coated lumber may be more brittle
than uncoated lumber. Special handling care must be taken to prevent breakage during all handling activities. Refer to
manufacturer literature, specifications, and code evaluation reports for restrictions, details, and requirements.
Fire Retardant Treated Lumber:
Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all
stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special
handling care must be taken to prevent breakage during all handling activities.
Key to Terms:
Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed
information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be
found in calculation sheets available upon written request.
BCDL = Bottom Chord standard design Dead Load in pounds per square foot.
BCLL = Bottom Chord standard design Live Load in pounds per square foot.
C = Coated lumber.
C-AT = AtTEK coated lumber.
C-FX = FX Lumber Guard coated lumber.
C -TE = TechWood 4400 coated lumber.
CL = Certified lumber.
Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot.
FRT = Fire Retardant Treated lumber.
FRT-BF = Boraflame Fire Retardant Treated lumber
FRT-DB = D-Blaze Fire Retardant Treated lumber.
FRT-DC = Dricon Fire Retardant Treated lumber.
FRT-FP = FirePRO Fire Retardant Treated lumber.
FRT-FL = FlamePRO Fire Retardant Treated lumber.
FRT-FT = FlameTech Fire Retardant Treated lumber.
FRT-ON = OnWood Fire Retardant Treated lumber.
FRT-PG = PYRO-GUARD Fire Retardant Treated lumber.
FRT-PR = ProWood Fire Retardant Treated lumber.
g = green lumber.
HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches.
HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep
adjustment.
HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds.
Ic = Incised lumber.
FJ = Finger Jointed lumber.
L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value.
L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the
referenced panel point. Reported as 999 if greater than or equal to 999.
Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection.
Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for all load cases.
Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for all load cases.
Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for all load cases.
NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot.
PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds.
PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds
PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds.
PP = Panel Point.
R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc).
-R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc).
Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the
indicated location (Loc).
RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic)
load cases, at the indicated location (Loc). #%NOSEAL?$
Page 2 of 3
General Notes (continued)
Key to Terms (continued):
Rw = maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the
identified location (Loc).
TCDL = Top Chord standard design Dead Load in pounds per square foot.
TCLL = Top Chord standard design Live Load in pounds per square foot.
U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the
indicated location (Loc).
VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in
inches.
VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and
maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment.
VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load.
VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment.
W = Width of non-hanger bearing, in inches.
Refer to ASCE-7 for Wind and Seismic abbreviations.
Uppercase Acronyms not explained above are as defined in TPI 1.
References:
1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org.
2. ICC: International Code Council; www.iccsafe.org.
3. Alpine, a division of ITW Building Components Group Inc.: 155 Harlem Ave, North Building, 4th Floor, Glenview, IL
60025; www.alpineitw.com.
4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www. sbcacomponents.com
#%NOSEAL?$
Page 3 of 3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 865 /-/-/-/-/-
J 865 /-/-/-/-/-
R Brg Wid = 3.5 Min Req =1.5 (Truss)
J Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings R & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -633
B - C 0 -1588
C - D 0 -2060
D - E 0 -2139
Chords Tens.Comp.
E - F 0 -2131
F - G 0 -1576
G - H 0 -637
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 1224 0
P - O 1931 0
O - N 2141 0
Chords Tens.Comp.
N - M 2139 0
M - L 1918 0
L - K 1227 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
S - R 0 -865
A - S 0 -848
A - Q 977 0
Q - B 0 -938
B - P 577 0
P - C 0 -546
M - F 505 0
Webs Tens.Comp.
F - L 0 -543
L - G 555 0
G - K 0 -937
K - H 982 0
H - I 0 -850
I - J 0 -855
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.160 D 999 360
VERT(CL):0.211 D 885 240
HORZ(LL):0.029 B - -
HORZ(TL):0.041 B - -
Creep Factor: 2.0
Max TC CSI:0.588
Max BC CSI:0.884
Max Web CSI:0.468
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F1
Ply: 1
Qty:6
SEQN:120285 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T84
DrwNo:155.25.1734.36293
/BM 06/04/2025
3"12
15'11"8
3"2'6"
(TYP)
1'3"12 3"
7'10"8
7'10"8
9'4"
1'5"8
15'11"8
6'7"8
1'8"+
A B C D E F G H
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S
1X34X4
2X4 4X4
3X4
3X3
3X3
3X3
3X3
1X3
1X3
3X3
3X3
3X3
3X3
4X4
4X4
2X4
1X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 865 /-/-/-/-/-
J 865 /-/-/-/-/-
R Brg Wid = 3.5 Min Req =1.5 (Truss)
J Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings R & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -633
B - C 0 -1588
C - D 0 -2060
D - E 0 -2139
Chords Tens.Comp.
E - F 0 -2131
F - G 0 -1576
G - H 0 -637
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 1224 0
P - O 1931 0
O - N 2141 0
Chords Tens.Comp.
N - M 2139 0
M - L 1918 0
L - K 1227 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
S - R 0 -865
A - S 0 -848
A - Q 977 0
Q - B 0 -938
B - P 577 0
P - C 0 -546
M - F 505 0
Webs Tens.Comp.
F - L 0 -543
L - G 555 0
G - K 0 -937
K - H 982 0
H - I 0 -850
I - J 0 -855
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.160 D 999 360
VERT(CL):0.211 D 885 240
HORZ(LL):0.029 B - -
HORZ(TL):0.041 B - -
Creep Factor: 2.0
Max TC CSI:0.588
Max BC CSI:0.884
Max Web CSI:0.468
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F1
Ply: 1
Qty:6
SEQN:120285 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T84
DrwNo:155.25.1734.36293
/BM 06/04/2025
3"12
15'11"8
3"2'6"
(TYP)
1'3"12 3"
7'10"8
7'10"8
9'4"
1'5"8
15'11"8
6'7"8
1'8"+
A B C D E F G H
I
JKLMNOPQR
S
1X34X4
2X4 4X4
3X4
3X3
3X3
3X3
3X3
1X3
1X3
3X3
3X3
3X3
3X3
4X4
4X4
2X4
1X3
$%Lbl:F1?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP SS;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 650 plf at 0.12 to 650 plf at 12.12
BC: From 10 plf at 0.00 to 10 plf at 12.12
TC: 400 lb Conc. Load at 4.12
Plating Notes
All plates are 3X6 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 1734 /-/-/-/-/-
M 4454 /-/-/-/-/-
H 2146 /-/-/-/-/-
P Brg Wid = 3.5 Min Req =1.5 (Truss)
M Brg Wid = 3.5 Min Req =1.9 (Truss)
H Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings P, M, & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -912
B - C 0 -1027
C - D 0 -1027
Chords Tens.Comp.
D - E 0 -959
E - F 0 -2136
F - G 0 -1132
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 1757 0
L - K 2132 0
Chords Tens.Comp.
K - J 2136 0
J - I 2141 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Q - P 0 -1730
A - Q 0 -1679
A - O 1344 0
O - B 0 -1276
B - N 0 -1173
C - N 0 -689
N - D 1854 0
Webs Tens.Comp.
D - M 0 -4219
D - L 1718 0
L - E 0 -1790
F - I 0 -1525
I - G 1608 0
H - G 399 -5
G - H 0 -2522
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.063 F 999 360
VERT(CL):0.084 F 906 240
HORZ(LL):0.007 H - -
HORZ(TL):0.010 H - -
Creep Factor: 2.0
Max TC CSI:0.797
Max BC CSI:0.598
Max Web CSI:0.580
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F2
Ply: 1
Qty:3
SEQN:120287 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T85
DrwNo:155.25.1734.56613
/BM 06/04/2025
3"12
5'6"6'7"8
3"2'6"
(TYP)
1'4"8 3"3"
12'1"8
4'2"4
4'2"4
4'4"6
2"2
5'6"
1'1"10 8'3"
2'9"
9'3"
1'
10'7"8
1'4"8
10'9"11
2"3 12'1"8
1'3"13
1'8"
1"8
A B C D E F G
HIJKLMNOP
Q
1X34X6
3X6 5X6
3X6
6X8
6X12
5X6 6X6
4X6 4X6
6X6
6X6
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP SS;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 650 plf at 0.12 to 650 plf at 12.12
BC: From 10 plf at 0.00 to 10 plf at 12.12
TC: 400 lb Conc. Load at 4.12
Plating Notes
All plates are 3X6 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 1734 /-/-/-/-/-
M 4454 /-/-/-/-/-
H 2146 /-/-/-/-/-
P Brg Wid = 3.5 Min Req =1.5 (Truss)
M Brg Wid = 3.5 Min Req =1.9 (Truss)
H Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings P, M, & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -912
B - C 0 -1027
C - D 0 -1027
Chords Tens.Comp.
D - E 0 -959
E - F 0 -2136
F - G 0 -1132
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 1757 0
L - K 2132 0
Chords Tens.Comp.
K - J 2136 0
J - I 2141 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Q - P 0 -1730
A - Q 0 -1679
A - O 1344 0
O - B 0 -1276
B - N 0 -1173
C - N 0 -689
N - D 1854 0
Webs Tens.Comp.
D - M 0 -4219
D - L 1718 0
L - E 0 -1790
F - I 0 -1525
I - G 1608 0
H - G 399 -5
G - H 0 -2522
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.063 F 999 360
VERT(CL):0.084 F 906 240
HORZ(LL):0.007 H - -
HORZ(TL):0.010 H - -
Creep Factor: 2.0
Max TC CSI:0.797
Max BC CSI:0.598
Max Web CSI:0.580
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F2
Ply: 1
Qty:3
SEQN:120287 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T85
DrwNo:155.25.1734.56613
/BM 06/04/2025
3"12
5'6"6'7"8
3"2'6"
(TYP)
1'4"8 3"3"
12'1"8
4'2"4
4'2"4
4'4"6
2"2
5'6"
1'1"10 8'3"
2'9"
9'3"
1'
10'7"8
1'4"8
10'9"11
2"3 12'1"8
1'3"13
1'8"
1"8
A B C D E F G
HIJKLMNOP
Q
1X34X6
3X6 5X6
3X6
6X8
6X12
5X6 6X6
4X6 4X6
6X6
6X6
3X6
$%Lbl:F2?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
U 221 /-/-/-/-/-
R 945 /-/-/-/-/-
K 651 /-/-/-/-/-
U Brg Wid = 3.5 Min Req =1.5 (Truss)
R Brg Wid = 3.5 Min Req =1.5 (Truss)
K Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings U, R, & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
E - F 0 -986
F - G 0 -1166
Chords Tens.Comp.
G - H 0 -1021
H - I 0 -443
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 789 0
P - O 1165 0
O - N 1166 0
Chords Tens.Comp.
N - M 1166 0
M - L 853 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - R 0 -914
D - Q 702 0
Q - E 0 -668
H - L 0 -651
Webs Tens.Comp.
L - I 685 0
I - J 0 -623
J - K 0 -632
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.058 G 999 360
VERT(CL):0.086 G 999 240
HORZ(LL):0.010 L - -
HORZ(TL):0.016 B - -
Creep Factor: 2.0
Max TC CSI:0.487
Max BC CSI:0.515
Max Web CSI:0.334
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F3
Ply: 1
Qty:3
SEQN:120289 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T86
DrwNo:155.25.1735.06903
/BM 06/04/2025
3"12
4'11'11"8
3"
1'3"12
1'3"12
3"
2'6"
(TYP)
3"
15'11"8
1'7"8
1'7"8
2'6"
10"8 4'
1'6"
9'3"
5'3"
10'7"
1'4"
15'11"8
5'4"8
1'8"
+
A B C D E F G H I
J
KLMNOPQRSTU
1X33X3
2X4 3X3
1X3 1X3
3X3
4X6
2X4 4X4
3X3
3X3
3X3
1X3 1X3
3X3
3X3
3X3
3X4
3X4
2X4
1X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
U 221 /-/-/-/-/-
R 945 /-/-/-/-/-
K 651 /-/-/-/-/-
U Brg Wid = 3.5 Min Req =1.5 (Truss)
R Brg Wid = 3.5 Min Req =1.5 (Truss)
K Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings U, R, & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
E - F 0 -986
F - G 0 -1166
Chords Tens.Comp.
G - H 0 -1021
H - I 0 -443
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 789 0
P - O 1165 0
O - N 1166 0
Chords Tens.Comp.
N - M 1166 0
M - L 853 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - R 0 -914
D - Q 702 0
Q - E 0 -668
H - L 0 -651
Webs Tens.Comp.
L - I 685 0
I - J 0 -623
J - K 0 -632
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.058 G 999 360
VERT(CL):0.086 G 999 240
HORZ(LL):0.010 L - -
HORZ(TL):0.016 B - -
Creep Factor: 2.0
Max TC CSI:0.487
Max BC CSI:0.515
Max Web CSI:0.334
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F3
Ply: 1
Qty:3
SEQN:120289 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T86
DrwNo:155.25.1735.06903
/BM 06/04/2025
3"12
4'11'11"8
3"
1'3"12
1'3"12
3"
2'6"
(TYP)
3"
15'11"8
1'7"8
1'7"8
2'6"
10"8 4'
1'6"
9'3"
5'3"
10'7"
1'4"
15'11"8
5'4"8
1'8"
+
A B C D E F G H I
J
KLMNOPQRSTU
1X33X3
2X4 3X3
1X3 1X3
3X3
4X6
2X4 4X4
3X3
3X3
3X3
1X3 1X3
3X3
3X3
3X3
3X4
3X4
2X4
1X3
$%Lbl:F3?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
This truss spaced @ 16.0" oc supports additional
concentrated load at left end from 10.00' stud wall
(11.00 PSF) supporting 10-0-0 roof spans with 1-0-0
overhang. Roof load: 40.00 psf LL and 20.00 psf DL.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 1387 /-/-/-/-/-
T 564 /-/-/-/-/-
M 361 /-43 /-/-/-/-
W Brg Wid = 3.5 Min Req =1.5 (Truss)
T Brg Wid = 3.5 Min Req =1.5 (Truss)
M Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings W , T, & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 629 0
B - C 2032 0
C - D 1671 0
D - E 1662 0
E - F 1654 0
Chords Tens.Comp.
F - G 1021 -14
G - H 644 -277
H - I 402 -497
I - J 216 -497
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
X - W 0 -1210
W -V 0 -2001
V - U 0 -1662
U - T 0 -1336
T - S 0 -1336
Chords Tens.Comp.
S - R 133 -834
R - Q 494 -409
Q - P 497 -402
P - O 501 -395
O - N 451 -106
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - X 0 -945
X - B 923 0
B - W 0 -1216
W -C 0 -526
C - V 664 0
U - F 26 -563
Webs Tens.Comp.
F - T 69 -510
F - S 663 0
S - G 0 -633
G - R 454 0
R - H 0 -543
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.137 Y 352 360
VERT(CL):0.224 Y 216 240
HORZ(LL):-0.038 A - -
HORZ(TL):0.062 A - -
Creep Factor: 2.0
Max TC CSI:0.944
Max BC CSI:0.631
Max Web CSI:0.439
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F4
Ply: 1
Qty:4
SEQN:120293 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T87
DrwNo:155.25.1735.08897
/BM 06/04/2025
3"8
3"8 3"12
4'1"4'12'
2'7"8
1'6"8
1'4"8 1'3"12
3"
2'6"
(TYP)
3"
20'1"
4'2"12
4'2"12
5'8"12
1'6"6'7"
10"4
8'1"
1'6"13'4"
5'3"
14'8"8
1'4"8
20'1"
5'4"8
1'8"
+
A B C D E F G H I J K
MNOPQRSTUVWXY
1X3
1X3
3X3
1X3 4X4
4X4
3X6
3X6
3X4
1X3 1X3
3X3
4X6
2X4 3X4
3X3
3X3
3X3
1X3 1X3
3X3
3X3
3X3
3X3
3X3
2X4
1X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
This truss spaced @ 16.0" oc supports additional
concentrated load at left end from 10.00' stud wall
(11.00 PSF) supporting 10-0-0 roof spans with 1-0-0
overhang. Roof load: 40.00 psf LL and 20.00 psf DL.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 1387 /-/-/-/-/-
T 564 /-/-/-/-/-
M 361 /-43 /-/-/-/-
W Brg Wid = 3.5 Min Req =1.5 (Truss)
T Brg Wid = 3.5 Min Req =1.5 (Truss)
M Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings W , T, & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 629 0
B - C 2032 0
C - D 1671 0
D - E 1662 0
E - F 1654 0
Chords Tens.Comp.
F - G 1021 -14
G - H 644 -277
H - I 402 -497
I - J 216 -497
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
X - W 0 -1210
W -V 0 -2001
V - U 0 -1662
U - T 0 -1336
T - S 0 -1336
Chords Tens.Comp.
S - R 133 -834
R - Q 494 -409
Q - P 497 -402
P - O 501 -395
O - N 451 -106
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - X 0 -945
X - B 923 0
B - W 0 -1216
W -C 0 -526
C - V 664 0
U - F 26 -563
Webs Tens.Comp.
F - T 69 -510
F - S 663 0
S - G 0 -633
G - R 454 0
R - H 0 -543
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.137 Y 352 360
VERT(CL):0.224 Y 216 240
HORZ(LL):-0.038 A - -
HORZ(TL):0.062 A - -
Creep Factor: 2.0
Max TC CSI:0.944
Max BC CSI:0.631
Max Web CSI:0.439
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F4
Ply: 1
Qty:4
SEQN:120293 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T87
DrwNo:155.25.1735.08897
/BM 06/04/2025
3"8
3"8 3"12
4'1"4'12'
2'7"8
1'6"8
1'4"8 1'3"12
3"
2'6"
(TYP)
3"
20'1"
4'2"12
4'2"12
5'8"12
1'6"6'7"
10"4
8'1"
1'6"13'4"
5'3"
14'8"8
1'4"8
20'1"
5'4"8
1'8"
+
A B C D E F G H I J K
MNOPQRSTUVWXY
1X3
1X3
3X3
1X3 4X4
4X4
3X6
3X6
3X4
1X3 1X3
3X3
4X6
2X4 3X4
3X3
3X3
3X3
1X3 1X3
3X3
3X3
3X3
3X3
3X3
2X4
1X3
$%Lbl:F4?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #1; B2 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 67 plf at 0.00 to 67 plf at 21.08
BC: From 7 plf at 0.00 to 7 plf at 21.21
TC: 600 lb Conc. Load at 5.48
TC: 325 lb Conc. Load at 9.33
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Maximum panel length exceeds 30". TPI allows
non-bearing partition walls to be supported at any
point when panels are 30" or less.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Y 1412 /-/-/-/-/-
M 1060 /-/-/-/-/-
Y Brg Wid = 3.5 Min Req =1.5 (Truss)
M Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings Y & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1065
B - C 0 -3038
C - D 0 -4070
D - E 0 -4574
E - F 0 -4574
Chords Tens.Comp.
F - G 0 -4728
G - H 0 -4194
H - I 0 -3351
I - J 0 -2251
J - K 0 -831
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
X - W 2131 0
W -V 4038 0
V - U 4383 0
U - T 4747 0
T - S 4506 0
Chords Tens.Comp.
S - R 3848 0
R - Q 3848 0
Q - P 2866 0
P - O 2866 0
O - N 1618 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - Y 0 -1399
A - X 1693 0
X - B 0 -1694
B - W 1440 0
W -C 0 -1478
C - V 390 0
V - D 0 -502
G - S 0 -496
S - H 533 0
Webs Tens.Comp.
H - Q 0 -766
Q - I 770 0
I - O 0 -978
O - J 1004 0
J - N 0 -1249
N - K 1283 0
K - L 0 -1046
L - M 0 -1050
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.461 F 540 360
VERT(CL):0.556 F 448 240
HORZ(LL):0.079 B - -
HORZ(TL):0.096 B - -
Creep Factor: 2.0
Max TC CSI:0.861
Max BC CSI:0.960
Max Web CSI:0.806
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F5
Ply: 1
Qty:7
SEQN:120295 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T88
DrwNo:155.25.1735.10843
/BM 06/04/2025
B2
3"12
21'2"8
3"
2'6"
(TYP)
2'8"1'4"4 1'6"12
2'6"12
2'6"12 3"
1'8"
++
A B C D E F G H I J KL
MNOPQRSTUVWXY
5X6
2X4 5X6
5X6
5X6
4X4
3X3
3X3W=3X4
3X3
3X3
3X3
3X3
3X3
4X4
1X3 4X4 W=H0310
4X4
4X4
4X4
4X6
4X4
2X4
1X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #1; B2 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 67 plf at 0.00 to 67 plf at 21.08
BC: From 7 plf at 0.00 to 7 plf at 21.21
TC: 600 lb Conc. Load at 5.48
TC: 325 lb Conc. Load at 9.33
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Maximum panel length exceeds 30". TPI allows
non-bearing partition walls to be supported at any
point when panels are 30" or less.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Y 1412 /-/-/-/-/-
M 1060 /-/-/-/-/-
Y Brg Wid = 3.5 Min Req =1.5 (Truss)
M Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings Y & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1065
B - C 0 -3038
C - D 0 -4070
D - E 0 -4574
E - F 0 -4574
Chords Tens.Comp.
F - G 0 -4728
G - H 0 -4194
H - I 0 -3351
I - J 0 -2251
J - K 0 -831
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
X - W 2131 0
W -V 4038 0
V - U 4383 0
U - T 4747 0
T - S 4506 0
Chords Tens.Comp.
S - R 3848 0
R - Q 3848 0
Q - P 2866 0
P - O 2866 0
O - N 1618 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - Y 0 -1399
A - X 1693 0
X - B 0 -1694
B - W 1440 0
W -C 0 -1478
C - V 390 0
V - D 0 -502
G - S 0 -496
S - H 533 0
Webs Tens.Comp.
H - Q 0 -766
Q - I 770 0
I - O 0 -978
O - J 1004 0
J - N 0 -1249
N - K 1283 0
K - L 0 -1046
L - M 0 -1050
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.461 F 540 360
VERT(CL):0.556 F 448 240
HORZ(LL):0.079 B - -
HORZ(TL):0.096 B - -
Creep Factor: 2.0
Max TC CSI:0.861
Max BC CSI:0.960
Max Web CSI:0.806
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F5
Ply: 1
Qty:7
SEQN:120295 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T88
DrwNo:155.25.1735.10843
/BM 06/04/2025
B2
3"12
21'2"8
3"
2'6"
(TYP)
2'8"1'4"4 1'6"12
2'6"12
2'6"12 3"
1'8"
++
A B C D E F G H I J KL
MNOPQRSTUVWXY
5X6
2X4 5X6
5X6
5X6
4X4
3X3
3X3W=3X4
3X3
3X3
3X3
3X3
3X3
4X4
1X3 4X4 W=H0310
4X4
4X4
4X4
4X6
4X4
2X4
1X3
$%Lbl:F5?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 857 /-/-/-/-/-
J 838 /-/-/-/-/-
R Brg Wid = 3.5 Min Req =1.5 (Truss)
J Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings R & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -581
B - C 0 -1501
C - D 0 -1941
D - E 0 -2010
Chords Tens.Comp.
E - F 0 -2004
F - G 0 -1510
G - H 0 -613
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 1153 0
P - O 1828 0
O - N 2013 0
Chords Tens.Comp.
N - M 2010 0
M - L 1827 0
L - K 1181 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - R 0 -849
A - Q 927 0
Q - B 0 -908
B - P 552 0
P - C 0 -519
M - F 434 -9
Webs Tens.Comp.
F - L 0 -504
L - G 522 0
G - K 0 -903
K - H 946 0
H - I 0 -822
I - J 0 -827
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.136 D 999 360
VERT(CL):0.187 D 966 240
HORZ(LL):0.025 B - -
HORZ(TL):0.034 B - -
Creep Factor: 2.0
Max TC CSI:0.485
Max BC CSI:0.754
Max Web CSI:0.450
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F6
Ply: 1
Qty:2
SEQN:120297 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T89
DrwNo:155.25.1735.12420
/BM 06/04/2025
3"12
15'6"4
3"2'6"
(TYP)
1'3"12 3"
7'10"8
7'10"8
8'10"12
1'0"4
15'6"4
6'7"8
1'8"+
A B C D E F G H
I
JKLMNOPQR
4X6
2X4 4X4
3X3
3X3
3X3
3X3
3X3
1X3
1X3
3X3
3X3
3X3
3X3
4X4
4X4
2X4
1X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 857 /-/-/-/-/-
J 838 /-/-/-/-/-
R Brg Wid = 3.5 Min Req =1.5 (Truss)
J Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings R & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -581
B - C 0 -1501
C - D 0 -1941
D - E 0 -2010
Chords Tens.Comp.
E - F 0 -2004
F - G 0 -1510
G - H 0 -613
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 1153 0
P - O 1828 0
O - N 2013 0
Chords Tens.Comp.
N - M 2010 0
M - L 1827 0
L - K 1181 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - R 0 -849
A - Q 927 0
Q - B 0 -908
B - P 552 0
P - C 0 -519
M - F 434 -9
Webs Tens.Comp.
F - L 0 -504
L - G 522 0
G - K 0 -903
K - H 946 0
H - I 0 -822
I - J 0 -827
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.136 D 999 360
VERT(CL):0.187 D 966 240
HORZ(LL):0.025 B - -
HORZ(TL):0.034 B - -
Creep Factor: 2.0
Max TC CSI:0.485
Max BC CSI:0.754
Max Web CSI:0.450
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F6
Ply: 1
Qty:2
SEQN:120297 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T89
DrwNo:155.25.1735.12420
/BM 06/04/2025
3"12
15'6"4
3"2'6"
(TYP)
1'3"12 3"
7'10"8
7'10"8
8'10"12
1'0"4
15'6"4
6'7"8
1'8"+
A B C D E F G H
I
JKLMNOPQR
4X6
2X4 4X4
3X3
3X3
3X3
3X3
3X3
1X3
1X3
3X3
3X3
3X3
3X3
4X4
4X4
2X4
1X3
$%Lbl:F6?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 857 /-/-/-/-/-
J 847 /-/-/-/-/-
S Brg Wid = 3.5 Min Req =1.5 (Truss)
J Brg Wid = 3.8 Min Req =1.5 (Truss)
Bearings S & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -581
B - C 0 -1501
C - D 0 -1941
D - E 0 -2017
Chords Tens.Comp.
E - F 0 -2012
F - G 0 -1565
G - H 0 -649
H - I 0 -676
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - Q 1153 0
Q - P 1827 0
P - O 2019 0
Chords Tens.Comp.
O - N 2017 0
N - M 1852 0
M - L 1265 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - S 0 -849
A - R 927 0
R - B 0 -908
B - Q 552 0
Q - C 0 -518
Webs Tens.Comp.
N - F 405 -27
F - M 0 -456
M - G 475 0
G - L 0 -936
L - I 1009 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.138 D 999 360
VERT(CL):0.189 D 958 240
HORZ(LL):0.025 B - -
HORZ(TL):0.035 B - -
Creep Factor: 2.0
Max TC CSI:0.799
Max BC CSI:0.698
Max Web CSI:0.481
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F7
Ply: 1
Qty:5
SEQN:120299 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T90
DrwNo:155.25.1735.13950
/BM 06/04/2025
15'6"4
3"2'6"
(TYP)
1'3"12 5"4
7'10"8
7'10"8
8'8"8
10"
15'6"4
6'9"12
1'8"
1'5"
3"
+
A B C D E F G H I J
KLMNOPQRS
4X6
2X4 4X4
3X3
3X3
3X3
3X3
3X3
1X3
1X3
3X3
3X3
3X3
3X3 3X3
4X6
4X6
1X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 857 /-/-/-/-/-
J 847 /-/-/-/-/-
S Brg Wid = 3.5 Min Req =1.5 (Truss)
J Brg Wid = 3.8 Min Req =1.5 (Truss)
Bearings S & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -581
B - C 0 -1501
C - D 0 -1941
D - E 0 -2017
Chords Tens.Comp.
E - F 0 -2012
F - G 0 -1565
G - H 0 -649
H - I 0 -676
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - Q 1153 0
Q - P 1827 0
P - O 2019 0
Chords Tens.Comp.
O - N 2017 0
N - M 1852 0
M - L 1265 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - S 0 -849
A - R 927 0
R - B 0 -908
B - Q 552 0
Q - C 0 -518
Webs Tens.Comp.
N - F 405 -27
F - M 0 -456
M - G 475 0
G - L 0 -936
L - I 1009 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.138 D 999 360
VERT(CL):0.189 D 958 240
HORZ(LL):0.025 B - -
HORZ(TL):0.035 B - -
Creep Factor: 2.0
Max TC CSI:0.799
Max BC CSI:0.698
Max Web CSI:0.481
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F7
Ply: 1
Qty:5
SEQN:120299 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T90
DrwNo:155.25.1735.13950
/BM 06/04/2025
15'6"4
3"2'6"
(TYP)
1'3"12 5"4
7'10"8
7'10"8
8'8"8
10"
15'6"4
6'9"12
1'8"
1'5"
3"
+
A B C D E F G H I J
KLMNOPQRS
4X6
2X4 4X4
3X3
3X3
3X3
3X3
3X3
1X3
1X3
3X3
3X3
3X3
3X3 3X3
4X6
4X6
1X3
$%Lbl:F7?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 701 /-/-/-/-/-
H 701 /-/-/-/-/-
O Brg Wid = 3.5 Min Req =1.5 (Truss)
H Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings O & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -457
B - C 0 -1119
C - D 0 -1320
Chords Tens.Comp.
D - E 0 -1321
E - F 0 -1118
F - G 0 -457
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
N - M 905 0
M - L 1307 0
L - K 1321 0
Chords Tens.Comp.
K - J 1320 0
J - I 903 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - O 0 -693
A - N 728 0
N - B 0 -712
Webs Tens.Comp.
F - I 0 -708
I - G 729 0
G - H 0 -679
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.069 D 999 360
VERT(CL):0.095 D 999 240
HORZ(LL):0.013 I - -
HORZ(TL):0.018 I - -
Creep Factor: 2.0
Max TC CSI:0.452
Max BC CSI:0.443
Max Web CSI:0.347
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F8
Ply: 1
Qty:5
SEQN:120301 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T91
DrwNo:155.25.1735.15350
/BM 06/04/2025
12'9"
3"2'6"
(TYP)
1'3"12 3"
6'7"8
6'7"8
7'4"8
9"
12'9"
5'4"8
1'8"
+
A B C D E F G
HIJKLMNO
3X6
2X4 4X4
3X3
3X3
3X3
3X3
1X3
1X3
3X3
3X3
3X3
4X4
3X6
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 701 /-/-/-/-/-
H 701 /-/-/-/-/-
O Brg Wid = 3.5 Min Req =1.5 (Truss)
H Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings O & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -457
B - C 0 -1119
C - D 0 -1320
Chords Tens.Comp.
D - E 0 -1321
E - F 0 -1118
F - G 0 -457
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
N - M 905 0
M - L 1307 0
L - K 1321 0
Chords Tens.Comp.
K - J 1320 0
J - I 903 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - O 0 -693
A - N 728 0
N - B 0 -712
Webs Tens.Comp.
F - I 0 -708
I - G 729 0
G - H 0 -679
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.069 D 999 360
VERT(CL):0.095 D 999 240
HORZ(LL):0.013 I - -
HORZ(TL):0.018 I - -
Creep Factor: 2.0
Max TC CSI:0.452
Max BC CSI:0.443
Max Web CSI:0.347
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F8
Ply: 1
Qty:5
SEQN:120301 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T91
DrwNo:155.25.1735.15350
/BM 06/04/2025
12'9"
3"2'6"
(TYP)
1'3"12 3"
6'7"8
6'7"8
7'4"8
9"
12'9"
5'4"8
1'8"
+
A B C D E F G
HIJKLMNO
3X6
2X4 4X4
3X3
3X3
3X3
3X3
1X3
1X3
3X3
3X3
3X3
4X4
3X6
2X4
$%Lbl:F8?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP SS;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 400 plf at 0.00 to 400 plf at 19.69
BC: From 10 plf at 0.25 to 10 plf at 19.69
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1773 /-/-/-/-/-
S 4288 /-/-/-/-/-
M 2028 /-/-/-/-/-
A Brg Wid = 3.0 Min Req =1.5 (Truss)
S Brg Wid = 3.0 Min Req =1.8 (Truss)
M Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings A, S, & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1295
C - D 0 -2453
D - E 0 -2457
E - F 0 -2430
F - G 0 -500
Chords Tens.Comp.
G - H 0 -751
H - I 0 -3018
I - J 0 -3046
J - K 0 -2934
K - L 0 -1336
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
W -V 2450 0
V - U 2457 0
U - T 1793 0
T - S 0 -861
S - R 0 -861
Chords Tens.Comp.
R - Q 2198 0
Q - P 3046 0
P - O 3061 0
O - N 2672 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - W 1889 0
W -C 0 -1746
E - U 0 -636
U - F 1030 0
F - T 0 -1965
T - G 1894 0
G - S 0 -4040
G - R 2078 0
Webs Tens.Comp.
R - H 0 -2204
H - Q 1294 0
Q - I 0 -660
O - K 412 0
K - N 0 -2018
N - L 2011 0
L - M 0 -2038
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.119 J 999 360
VERT(CL):0.166 J 728 240
HORZ(LL):-0.015 L - -
HORZ(TL):0.021 L - -
Creep Factor: 2.0
Max TC CSI:0.884
Max BC CSI:0.888
Max Web CSI:0.616
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F9
Ply: 1
Qty:1
SEQN:120305 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T92
DrwNo:155.25.1735.17210
/BM 06/04/2025
9'4"8 10'3"12
4"8 2'6"
(TYP)
1'3"12 1'3"12 3"1'3"12 3"
19'8"4
4'3"
4'3"
5'4"8
1'1"8
8'
2'7"8
8'2"3
2"3
9'4"8
1'2"5 13'4"8
4'
14'3"12
11"4
18'2"4
3'10"8
18'4"7
2"3
19'8"4
1'3"13
1'5"
3"
1"8
1'8"
AB C D E F G H I J K L
MNOPQRSTUVWX3X6
5X6
6X6
5X6
3X4
3X6 3X6
4X6
5X6
6X6
6X12
5X6 6X6
6X6
5X6
3X6
3X6
3X4
3X4
5X6
6X6
6X6
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP SS;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 400 plf at 0.00 to 400 plf at 19.69
BC: From 10 plf at 0.25 to 10 plf at 19.69
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1773 /-/-/-/-/-
S 4288 /-/-/-/-/-
M 2028 /-/-/-/-/-
A Brg Wid = 3.0 Min Req =1.5 (Truss)
S Brg Wid = 3.0 Min Req =1.8 (Truss)
M Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings A, S, & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1295
C - D 0 -2453
D - E 0 -2457
E - F 0 -2430
F - G 0 -500
Chords Tens.Comp.
G - H 0 -751
H - I 0 -3018
I - J 0 -3046
J - K 0 -2934
K - L 0 -1336
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
W -V 2450 0
V - U 2457 0
U - T 1793 0
T - S 0 -861
S - R 0 -861
Chords Tens.Comp.
R - Q 2198 0
Q - P 3046 0
P - O 3061 0
O - N 2672 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - W 1889 0
W -C 0 -1746
E - U 0 -636
U - F 1030 0
F - T 0 -1965
T - G 1894 0
G - S 0 -4040
G - R 2078 0
Webs Tens.Comp.
R - H 0 -2204
H - Q 1294 0
Q - I 0 -660
O - K 412 0
K - N 0 -2018
N - L 2011 0
L - M 0 -2038
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.119 J 999 360
VERT(CL):0.166 J 728 240
HORZ(LL):-0.015 L - -
HORZ(TL):0.021 L - -
Creep Factor: 2.0
Max TC CSI:0.884
Max BC CSI:0.888
Max Web CSI:0.616
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F9
Ply: 1
Qty:1
SEQN:120305 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T92
DrwNo:155.25.1735.17210
/BM 06/04/2025
9'4"8 10'3"12
4"8 2'6"
(TYP)
1'3"12 1'3"12 3"1'3"12 3"
19'8"4
4'3"
4'3"
5'4"8
1'1"8
8'
2'7"8
8'2"3
2"3
9'4"8
1'2"5 13'4"8
4'
14'3"12
11"4
18'2"4
3'10"8
18'4"7
2"3
19'8"4
1'3"13
1'5"
3"
1"8
1'8"
AB C D E F G H I J K L
MNOPQRSTUVWX3X6
5X6
6X6
5X6
3X4
3X6 3X6
4X6
5X6
6X6
6X12
5X6 6X6
6X6
5X6
3X6
3X6
3X4
3X4
5X6
6X6
6X6
3X6
$%Lbl:F9?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #1;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 220 plf at 0.00 to 220 plf at 0.12
TC: From 320 plf at 0.12 to 320 plf at 16.48
TC: From 100 plf at 16.48 to 100 plf at 16.62
BC: From 10 plf at 0.00 to 10 plf at 16.62
Plating Notes
All plates are 7X8 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 2758 /-/-/-/-/-
J 2683 /-/-/-/-/-
S Brg Wid = 2.0 Min Req =1.5 (Truss)
J Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings S & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2235
B - C 0 -5565
C - D 0 -7362
D - E 0 -7881
Chords Tens.Comp.
E - F 0 -7379
F - G 0 -5611
G - H 0 -2291
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - Q 4302 0
Q - P 6815 0
P - O 7881 0
O - N 7881 0
Chords Tens.Comp.
N - M 7882 0
M - L 6847 0
L - K 4356 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
T - S 0 -2804
A - T 0 -2746
A - R 3293 0
R - B 0 -3124
B - Q 1908 0
Q - C 0 -1891
C - P 898 0
P - D 0 -930
Webs Tens.Comp.
E - M 0 -908
M - F 878 0
F - L 0 -1867
L - G 1896 0
G - K 0 -3122
K - H 3196 0
H - J 0 -2160
I - U 0 -447
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.325 N 607 360
VERT(CL):0.447 N 441 240
HORZ(LL):0.044 J - -
HORZ(TL):0.061 J - -
Creep Factor: 2.0
Max TC CSI:0.963
Max BC CSI:0.927
Max Web CSI:0.908
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F10
Ply: 1
Qty:1
SEQN:120468 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T105
DrwNo:155.25.1734.38020
/BM 06/04/2025
3"12
2"
3"8
16'9"
3"2'6"
(TYP)
3"
7'10"8
7'10"8
8'10"8
1'
15'3"
6'4"8
15'5"3
2"3
16'9"
1'3"13
1'8"
1"8
+
A B C D E F G H
I
JKLMNOPQRS
T
U
1X3
4X6
6X8
7X12
5X6
5X6
4X4
3X6 3X6
4X4
5X6
5X6
7X12
6X8
3X6
1X3
1X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #1;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 220 plf at 0.00 to 220 plf at 0.12
TC: From 320 plf at 0.12 to 320 plf at 16.48
TC: From 100 plf at 16.48 to 100 plf at 16.62
BC: From 10 plf at 0.00 to 10 plf at 16.62
Plating Notes
All plates are 7X8 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 2758 /-/-/-/-/-
J 2683 /-/-/-/-/-
S Brg Wid = 2.0 Min Req =1.5 (Truss)
J Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings S & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2235
B - C 0 -5565
C - D 0 -7362
D - E 0 -7881
Chords Tens.Comp.
E - F 0 -7379
F - G 0 -5611
G - H 0 -2291
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - Q 4302 0
Q - P 6815 0
P - O 7881 0
O - N 7881 0
Chords Tens.Comp.
N - M 7882 0
M - L 6847 0
L - K 4356 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
T - S 0 -2804
A - T 0 -2746
A - R 3293 0
R - B 0 -3124
B - Q 1908 0
Q - C 0 -1891
C - P 898 0
P - D 0 -930
Webs Tens.Comp.
E - M 0 -908
M - F 878 0
F - L 0 -1867
L - G 1896 0
G - K 0 -3122
K - H 3196 0
H - J 0 -2160
I - U 0 -447
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.325 N 607 360
VERT(CL):0.447 N 441 240
HORZ(LL):0.044 J - -
HORZ(TL):0.061 J - -
Creep Factor: 2.0
Max TC CSI:0.963
Max BC CSI:0.927
Max Web CSI:0.908
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F10
Ply: 1
Qty:1
SEQN:120468 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T105
DrwNo:155.25.1734.38020
/BM 06/04/2025
3"12
2"
3"8
16'9"
3"2'6"
(TYP)
3"
7'10"8
7'10"8
8'10"8
1'
15'3"
6'4"8
15'5"3
2"3
16'9"
1'3"13
1'8"
1"8
+
A B C D E F G H
I
JKLMNOPQRS
T
U
1X3
4X6
6X8
7X12
5X6
5X6
4X4
3X6 3X6
4X4
5X6
5X6
7X12
6X8
3X6
1X3
1X3
$%Lbl:F10?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.12 to 100 plf at 23.88
BC: From 10 plf at 0.00 to 10 plf at 23.88
TC: 650 lb Conc. Load at 12.58,18.00
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AB 897 /-/-/-/-/-
R 2911 /-/-/-/-/-
N 315 /-162 /-/-/-/-
AB Brg Wid = 2.0 Min Req =1.5 (Truss)
R Brg Wid = 2.0 Min Req =1.5 (Truss)
N Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings AB, R, & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -674
B - C 0 -1676
C - D 0 -2207
D - E 0 -2207
E - F 0 -2294
F - G 0 -1916
Chords Tens.Comp.
G - H 0 -1619
H - I 603 0
I - J 934 0
J - K 934 0
K - L 548 -179
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AA- Z 1291 0
Z - Y 2040 0
Y - X 2362 0
X - W 2362 0
W -V 2203 0
V - U 1711 0
Chords Tens.Comp.
U - T 538 -5
T - S 538 -5
S - R 0 -1814
R - Q 0 -1814
Q - P 54 -792
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
AC-AB 0 -912
A -AC 0 -896
A -AA 1041 0
AA- B 0 -979
B - Z 612 0
Z - C 0 -578
F - V 0 -591
V - G 534 0
G - U 0 -1141
Webs Tens.Comp.
U - H 1599 0
H - S 0 -1811
S - I 1818 0
I - R 0 -2757
I - Q 1433 0
J - Q 56 -532
Q - K 0 -691
K - P 479 0
P - L 0 -422
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.202 W 979 360
VERT(CL):0.247 W 801 240
HORZ(LL):0.036 B - -
HORZ(TL):0.044 B - -
Creep Factor: 2.0
Max TC CSI:0.920
Max BC CSI:0.723
Max Web CSI:0.866
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F11
Ply: 1
Qty:2
SEQN:120470 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T106
DrwNo:155.25.1734.39960
/BM 06/04/2025
3"12
16'8"4 7'2"4
3"
2'6"
(TYP)
2'6"12 2'6"12 2'1"12
1'6"8
3"
1'2"4
7"8 3"
23'10"8
16'8"4
16'8"4
23'10"8
7'2"4
1'8"
+
A B C D E F G H I J K L M
NOPQRSTUVWXYZAAAB
AC
1X3
2X4
4X4
4X6
3X4
3X4
3X3W=3X4
3X3
3X4
1X3 3X3
3X3
3X3
3X3
5X6 W=3X4
5X6
6X6
5X12
4X4
1X3
5X8
3X3
3X3
3X3
3X3
3X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.12 to 100 plf at 23.88
BC: From 10 plf at 0.00 to 10 plf at 23.88
TC: 650 lb Conc. Load at 12.58,18.00
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AB 897 /-/-/-/-/-
R 2911 /-/-/-/-/-
N 315 /-162 /-/-/-/-
AB Brg Wid = 2.0 Min Req =1.5 (Truss)
R Brg Wid = 2.0 Min Req =1.5 (Truss)
N Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings AB, R, & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -674
B - C 0 -1676
C - D 0 -2207
D - E 0 -2207
E - F 0 -2294
F - G 0 -1916
Chords Tens.Comp.
G - H 0 -1619
H - I 603 0
I - J 934 0
J - K 934 0
K - L 548 -179
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AA- Z 1291 0
Z - Y 2040 0
Y - X 2362 0
X - W 2362 0
W -V 2203 0
V - U 1711 0
Chords Tens.Comp.
U - T 538 -5
T - S 538 -5
S - R 0 -1814
R - Q 0 -1814
Q - P 54 -792
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
AC-AB 0 -912
A -AC 0 -896
A -AA 1041 0
AA- B 0 -979
B - Z 612 0
Z - C 0 -578
F - V 0 -591
V - G 534 0
G - U 0 -1141
Webs Tens.Comp.
U - H 1599 0
H - S 0 -1811
S - I 1818 0
I - R 0 -2757
I - Q 1433 0
J - Q 56 -532
Q - K 0 -691
K - P 479 0
P - L 0 -422
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.202 W 979 360
VERT(CL):0.247 W 801 240
HORZ(LL):0.036 B - -
HORZ(TL):0.044 B - -
Creep Factor: 2.0
Max TC CSI:0.920
Max BC CSI:0.723
Max Web CSI:0.866
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F11
Ply: 1
Qty:2
SEQN:120470 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T106
DrwNo:155.25.1734.39960
/BM 06/04/2025
3"12
16'8"4 7'2"4
3"
2'6"
(TYP)
2'6"12 2'6"12 2'1"12
1'6"8
3"
1'2"4
7"8 3"
23'10"8
16'8"4
16'8"4
23'10"8
7'2"4
1'8"
+
A B C D E F G H I J K L M
NOPQRSTUVWXYZAAAB
AC
1X3
2X4
4X4
4X6
3X4
3X4
3X3W=3X4
3X3
3X4
1X3 3X3
3X3
3X3
3X3
5X6 W=3X4
5X6
6X6
5X12
4X4
1X3
5X8
3X3
3X3
3X3
3X3
3X4
2X4
$%Lbl:F11?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 250 plf at 0.12 to 250 plf at 13.25
TC: From 100 plf at 13.25 to 100 plf at 24.29
BC: From 10 plf at 0.12 to 10 plf at 24.29
TC: 946 lb Conc. Load at 0.12
TC: 650 lb Conc. Load at 13.00,18.42
Plating Notes
All plates are 5X6 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Negative reaction(s) of -484# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AD 3044 /-/-/-/-/-
T 3976 /-/-/-/-/-
O 332 /-484 /-/-/-/-
AD Brg Wid = 3.5 Min Req =1.5 (Truss)
T Brg Wid = 2.0 Min Req =1.6 (Truss)
O Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings AD, T, & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1674
B - C 0 -3953
C - D 0 -5090
D - E 0 -5082
E - F 0 -5082
F - G 0 -3897
G - H 0 -3119
Chords Tens.Comp.
H - I 0 -3119
I - J 990 0
J - K 2323 0
K - L 2323 0
L - M 1446 -244
M - N 448 -174
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AC-AB 3098 0
AB-AA 4796 0
AA- Z 4796 0
Z - Y 5367 0
Y - X 5367 0
X - W 4761 0
W -V 3288 0
Chords Tens.Comp.
V - U 1101 0
U - T 0 -3026
T - S 0 -3026
S - R 0 -3026
R - Q 114 -2008
Q - P 328 -926
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
AD- A 0 -2330
A -AD 13 -971
A -AC 2263 0
AC- B 0 -2169
B -AB 1322 0
AB- C 0 -1305
C - Z 472 0
Z - D 0 -427
D - X 0 -448
X - F 514 0
F - W 0 -1334
W -G 1123 0
G - V 0 -1943
Webs Tens.Comp.
V - I 2900 0
I - U 0 -2999
U - J 2956 0
J - T 0 -3660
J - R 1637 0
K - R 9 -514
R - L 0 -1010
L - Q 849 0
Q - M 0 -786
M - P 723 -233
P - N 246 -694
N - O 426 -382
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.234 D 854 360
VERT(CL):0.319 D 626 240
HORZ(LL):0.038 A - -
HORZ(TL):0.051 A - -
Creep Factor: 2.0
Max TC CSI:0.730
Max BC CSI:0.872
Max Web CSI:0.780
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F12
Ply: 1
Qty:1
SEQN:120474 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T107
DrwNo:155.25.1734.42223
/BM 06/04/2025
3"8
3"12
5"16'8"4 7'2"4
1"8 17'6"6'8"
3"
0"8
2"8
2'6"
(TYP)
2'6"12 2'6"12 2'2"4 3"
1'2"4
7"8 3"
24'3"8
13'0"12
13'0"12
13'3"2
2"6
15'8"12
2'5"10 15'10"15
2"3
17'1"4
1'2"5 24'3"8
7'2"4
1'8"
1"8
+
A B C D E F G H I J K L M N
OPQRSTUVWXYZAAABACAD
1X3
1X3
6X12
6X8
6X6
6X6
4X6
W=3X64X4
4X4
3X6 4X4
W=3X44X6
5X6
4X6
6X6
W=3X46X8
7X8
7X12
W=3X4
3X6
6X8
4X6
4X6
4X4
3X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 250 plf at 0.12 to 250 plf at 13.25
TC: From 100 plf at 13.25 to 100 plf at 24.29
BC: From 10 plf at 0.12 to 10 plf at 24.29
TC: 946 lb Conc. Load at 0.12
TC: 650 lb Conc. Load at 13.00,18.42
Plating Notes
All plates are 5X6 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Negative reaction(s) of -484# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AD 3044 /-/-/-/-/-
T 3976 /-/-/-/-/-
O 332 /-484 /-/-/-/-
AD Brg Wid = 3.5 Min Req =1.5 (Truss)
T Brg Wid = 2.0 Min Req =1.6 (Truss)
O Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings AD, T, & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1674
B - C 0 -3953
C - D 0 -5090
D - E 0 -5082
E - F 0 -5082
F - G 0 -3897
G - H 0 -3119
Chords Tens.Comp.
H - I 0 -3119
I - J 990 0
J - K 2323 0
K - L 2323 0
L - M 1446 -244
M - N 448 -174
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AC-AB 3098 0
AB-AA 4796 0
AA- Z 4796 0
Z - Y 5367 0
Y - X 5367 0
X - W 4761 0
W -V 3288 0
Chords Tens.Comp.
V - U 1101 0
U - T 0 -3026
T - S 0 -3026
S - R 0 -3026
R - Q 114 -2008
Q - P 328 -926
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
AD- A 0 -2330
A -AD 13 -971
A -AC 2263 0
AC- B 0 -2169
B -AB 1322 0
AB- C 0 -1305
C - Z 472 0
Z - D 0 -427
D - X 0 -448
X - F 514 0
F - W 0 -1334
W -G 1123 0
G - V 0 -1943
Webs Tens.Comp.
V - I 2900 0
I - U 0 -2999
U - J 2956 0
J - T 0 -3660
J - R 1637 0
K - R 9 -514
R - L 0 -1010
L - Q 849 0
Q - M 0 -786
M - P 723 -233
P - N 246 -694
N - O 426 -382
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.234 D 854 360
VERT(CL):0.319 D 626 240
HORZ(LL):0.038 A - -
HORZ(TL):0.051 A - -
Creep Factor: 2.0
Max TC CSI:0.730
Max BC CSI:0.872
Max Web CSI:0.780
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F12
Ply: 1
Qty:1
SEQN:120474 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T107
DrwNo:155.25.1734.42223
/BM 06/04/2025
3"8
3"12
5"16'8"4 7'2"4
1"8 17'6"6'8"
3"
0"8
2"8
2'6"
(TYP)
2'6"12 2'6"12 2'2"4 3"
1'2"4
7"8 3"
24'3"8
13'0"12
13'0"12
13'3"2
2"6
15'8"12
2'5"10 15'10"15
2"3
17'1"4
1'2"5 24'3"8
7'2"4
1'8"
1"8
+
A B C D E F G H I J K L M N
OPQRSTUVWXYZAAABACAD
1X3
1X3
6X12
6X8
6X6
6X6
4X6
W=3X64X4
4X4
3X6 4X4
W=3X44X6
5X6
4X6
6X6
W=3X46X8
7X8
7X12
W=3X4
3X6
6X8
4X6
4X6
4X4
3X4
$%Lbl:F12?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.12 to 100 plf at 24.29
BC: From 10 plf at 0.12 to 10 plf at 24.29
TC: 946 lb Conc. Load at 0.12
TC: 650 lb Conc. Load at 13.00,18.42
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Negative reaction(s) of -246# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AC 1920 /-/-/-/-/-
T 2901 /-/-/-/-/-
O 397 /-246 /-/-/-/-
AC Brg Wid = 3.5 Min Req =1.5 (Truss)
T Brg Wid = 2.0 Min Req =1.5 (Truss)
O Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings AC, T, & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 26 -602
C - D 0 -1615
D - E 0 -2167
E - F 0 -2297
F - G 0 -2297
G - H 0 -1978
Chords Tens.Comp.
H - I 0 -1693
I - J 598 0
J - K 1252 -186
K - L 1252 -186
L - M 751 -382
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AB-AA 1212 0
AA- Z 1992 0
Z - Y 2333 0
Y - X 2333 0
X - W 2237 0
W -V 1783 0
Chords Tens.Comp.
V - U 646 0
U - T 0 -1802
T - S 0 -1802
S - R 0 -1802
R - Q 321 -1066
Q - P 412 -464
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A -AC 28 -846
AC- B 0 -996
B -AB 954 0
AB- C 0 -996
C -AA 675 0
AA- D 0 -632
G - W 0 -443
W -H 403 0
H - V 0 -1136
V - I 1590 0
Webs Tens.Comp.
I - U 0 -1802
U - J 1810 0
J - T 0 -2748
J - R 1430 0
K - R 8 -587
R - L 0 -688
L - Q 500 0
Q - M 0 -455
M - P 382 -319
N - O 253 -375
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.177 X 999 360
VERT(CL):0.245 X 813 240
HORZ(LL):0.033 A - -
HORZ(TL):0.046 A - -
Creep Factor: 2.0
Max TC CSI:0.916
Max BC CSI:0.723
Max Web CSI:0.862
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F13
Ply: 1
Qty:3
SEQN:120477 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T108
DrwNo:155.25.1734.44203
/BM 06/04/2025
3"8
3"8
5"16'8"4 7'2"4
6"
2'6"
(TYP)
2'6"12 2'6"12 2'2"4
1'6"8
3"
1'2"4
7"8 3"
24'3"8
17'1"4
17'1"4
24'3"8
7'2"4
1'8"
+
A B C D E F G H I J K L M N
OPQRSTUVWXYZAAABACAD
1X3
1X3
3X3
1X33X3
4X4
4X4
3X4
3X4
3X3
3X3
3X4
1X3 3X3
W=3X43X3
3X3
3X3
5X6
5X6
6X6
5X12
4X4W=3X4
1X3
5X8
3X3
3X3
3X3
3X3
3X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.12 to 100 plf at 24.29
BC: From 10 plf at 0.12 to 10 plf at 24.29
TC: 946 lb Conc. Load at 0.12
TC: 650 lb Conc. Load at 13.00,18.42
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Negative reaction(s) of -246# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AC 1920 /-/-/-/-/-
T 2901 /-/-/-/-/-
O 397 /-246 /-/-/-/-
AC Brg Wid = 3.5 Min Req =1.5 (Truss)
T Brg Wid = 2.0 Min Req =1.5 (Truss)
O Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings AC, T, & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 26 -602
C - D 0 -1615
D - E 0 -2167
E - F 0 -2297
F - G 0 -2297
G - H 0 -1978
Chords Tens.Comp.
H - I 0 -1693
I - J 598 0
J - K 1252 -186
K - L 1252 -186
L - M 751 -382
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AB-AA 1212 0
AA- Z 1992 0
Z - Y 2333 0
Y - X 2333 0
X - W 2237 0
W -V 1783 0
Chords Tens.Comp.
V - U 646 0
U - T 0 -1802
T - S 0 -1802
S - R 0 -1802
R - Q 321 -1066
Q - P 412 -464
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A -AC 28 -846
AC- B 0 -996
B -AB 954 0
AB- C 0 -996
C -AA 675 0
AA- D 0 -632
G - W 0 -443
W -H 403 0
H - V 0 -1136
V - I 1590 0
Webs Tens.Comp.
I - U 0 -1802
U - J 1810 0
J - T 0 -2748
J - R 1430 0
K - R 8 -587
R - L 0 -688
L - Q 500 0
Q - M 0 -455
M - P 382 -319
N - O 253 -375
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.177 X 999 360
VERT(CL):0.245 X 813 240
HORZ(LL):0.033 A - -
HORZ(TL):0.046 A - -
Creep Factor: 2.0
Max TC CSI:0.916
Max BC CSI:0.723
Max Web CSI:0.862
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F13
Ply: 1
Qty:3
SEQN:120477 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T108
DrwNo:155.25.1734.44203
/BM 06/04/2025
3"8
3"8
5"16'8"4 7'2"4
6"
2'6"
(TYP)
2'6"12 2'6"12 2'2"4
1'6"8
3"
1'2"4
7"8 3"
24'3"8
17'1"4
17'1"4
24'3"8
7'2"4
1'8"
+
A B C D E F G H I J K L M N
OPQRSTUVWXYZAAABACAD
1X3
1X3
3X3
1X33X3
4X4
4X4
3X4
3X4
3X3
3X3
3X4
1X3 3X3
W=3X43X3
3X3
3X3
5X6
5X6
6X6
5X12
4X4W=3X4
1X3
5X8
3X3
3X3
3X3
3X3
3X4
2X4
$%Lbl:F13?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.12 to 100 plf at 13.00
TC: From 325 plf at 13.00 to 325 plf at 23.10
BC: From 10 plf at 0.12 to 10 plf at 23.10
TC: 946 lb Conc. Load at 0.12
TC: 650 lb Conc. Load at 13.00,18.42
Plating Notes
All plates are W =3X4 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Negative reaction(s) of -254# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AC 2000 /-/-/-/-/-
S 4410 /-/-/-/-/-
N 943 /-254 /-/-/-/-
AC Brg Wid = 3.5 Min Req =1.5 (Truss)
S Brg Wid = 2.0 Min Req =1.9 (Truss)
N Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings AC, S, & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -825
B - C 0 -2076
C - D 0 -2848
D - E 0 -3140
E - F 0 -3140
F - G 0 -2912
Chords Tens.Comp.
G - H 0 -2667
H - I 0 -2667
J - K 1118 -245
K - L 882 -541
L - M 251 -461
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AB-AA 1562 0
AA- Z 2572 0
Z - Y 2572 0
Y - X 3111 0
X - W 3111 0
W -V 3132 0
V - U 2765 0
Chords Tens.Comp.
U - T 1475 0
T - S 0 -1953
S - R 0 -1953
R - Q 0 -1953
Q - P 364 -1069
P - O 866 -537
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
AC- A 0 -1186
A -AC 14 -959
A -AB 1180 0
AB- B 0 -1116
B -AA 793 0
AA- C 0 -766
C - Y 430 0
Y - D 0 -400
F - V 8 -406
G - U 0 -1119
U - I 1686 0
Webs Tens.Comp.
I - T 0 -2574
T - J 2477 0
J - S 0 -4076
J - Q 1889 0
Q - K 0 -1619
K - P 779 0
P - L 0 -895
L - O 432 -612
O - M 635 -391
M - N 211 -1160
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.152 W 999 360
VERT(CL):0.197 W 999 240
HORZ(LL):0.023 A - -
HORZ(TL):0.029 A - -
Creep Factor: 2.0
Max TC CSI:0.783
Max BC CSI:0.521
Max Web CSI:0.899
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F14
Ply: 1
Qty:1
SEQN:120481 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T109
DrwNo:155.25.1734.46230
/BM 06/04/2025
3"8
3"12
5"16'8"4 6'
1"8 17'6"5'5"12
3"
0"8
2"8
2'6"
(TYP)
2'6"12 2'6"12 2'2"4 3"1'10"8 3"
23'1"4
13'0"12
13'0"12
13'3"2
2"6
15'8"12
2'5"10 15'10"15
2"3
17'1"4
1'2"5 23'1"4
6'
1'8"
1"8
+
A B C D E F G H I J K L M
NOPQRSTUVWXYZAAABAC
1X3
1X34X6
5X12
5X6
4X6
4X6
4X4
3X4
4X4
3X6 3X4
3X4
3X4
3X4
5X6
6X6
6X8
7X12
5X6 5X8
3X6
3X6
4X4
4X6
5X6
3X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.12 to 100 plf at 13.00
TC: From 325 plf at 13.00 to 325 plf at 23.10
BC: From 10 plf at 0.12 to 10 plf at 23.10
TC: 946 lb Conc. Load at 0.12
TC: 650 lb Conc. Load at 13.00,18.42
Plating Notes
All plates are W =3X4 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Negative reaction(s) of -254# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AC 2000 /-/-/-/-/-
S 4410 /-/-/-/-/-
N 943 /-254 /-/-/-/-
AC Brg Wid = 3.5 Min Req =1.5 (Truss)
S Brg Wid = 2.0 Min Req =1.9 (Truss)
N Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings AC, S, & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -825
B - C 0 -2076
C - D 0 -2848
D - E 0 -3140
E - F 0 -3140
F - G 0 -2912
Chords Tens.Comp.
G - H 0 -2667
H - I 0 -2667
J - K 1118 -245
K - L 882 -541
L - M 251 -461
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AB-AA 1562 0
AA- Z 2572 0
Z - Y 2572 0
Y - X 3111 0
X - W 3111 0
W -V 3132 0
V - U 2765 0
Chords Tens.Comp.
U - T 1475 0
T - S 0 -1953
S - R 0 -1953
R - Q 0 -1953
Q - P 364 -1069
P - O 866 -537
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
AC- A 0 -1186
A -AC 14 -959
A -AB 1180 0
AB- B 0 -1116
B -AA 793 0
AA- C 0 -766
C - Y 430 0
Y - D 0 -400
F - V 8 -406
G - U 0 -1119
U - I 1686 0
Webs Tens.Comp.
I - T 0 -2574
T - J 2477 0
J - S 0 -4076
J - Q 1889 0
Q - K 0 -1619
K - P 779 0
P - L 0 -895
L - O 432 -612
O - M 635 -391
M - N 211 -1160
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.152 W 999 360
VERT(CL):0.197 W 999 240
HORZ(LL):0.023 A - -
HORZ(TL):0.029 A - -
Creep Factor: 2.0
Max TC CSI:0.783
Max BC CSI:0.521
Max Web CSI:0.899
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F14
Ply: 1
Qty:1
SEQN:120481 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T109
DrwNo:155.25.1734.46230
/BM 06/04/2025
3"8
3"12
5"16'8"4 6'
1"8 17'6"5'5"12
3"
0"8
2"8
2'6"
(TYP)
2'6"12 2'6"12 2'2"4 3"1'10"8 3"
23'1"4
13'0"12
13'0"12
13'3"2
2"6
15'8"12
2'5"10 15'10"15
2"3
17'1"4
1'2"5 23'1"4
6'
1'8"
1"8
+
A B C D E F G H I J K L M
NOPQRSTUVWXYZAAABAC
1X3
1X34X6
5X12
5X6
4X6
4X6
4X4
3X4
4X4
3X6 3X4
3X4
3X4
3X4
5X6
6X6
6X8
7X12
5X6 5X8
3X6
3X6
4X4
4X6
5X6
3X4
$%Lbl:F14?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 325 plf at 0.00 to 325 plf at 3.17
TC: From 100 plf at 3.17 to 100 plf at 8.67
BC: From 10 plf at 0.00 to 10 plf at 8.67
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 1062 /-/-/-/-/-
F 604 /-/-/-/-/-
K Brg Wid = 2.0 Min Req =1.5 (Truss)
F Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings K & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -634
B - C 0 -926
Chords Tens.Comp.
C - D 0 -920
D - E 0 -418
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 1116 0
I - H 920 0
Chords Tens.Comp.
H - G 912 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - J 801 0
K - A 0 -1296
J - B 0 -729
Webs Tens.Comp.
D - G 0 -747
G - E 639 0
E - F 0 -553
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.069 I 999 360
VERT(CL):0.093 I 999 240
HORZ(LL):0.018 B - -
HORZ(TL):0.023 B - -
Creep Factor: 2.0
Max TC CSI:0.632
Max BC CSI:0.490
Max Web CSI:0.381
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F15
Ply: 1
Qty:1
SEQN:120307 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T93
DrwNo:155.25.1734.47637
/BM 06/04/2025
8'8"
3"2'6"
(TYP)
1'3"12 3"
4'1"8
4'1"8
5'9"8
1'8"
8'8"
2'10"8
1'8"
1"8
A B C D E
FGHIJK
3X4
5X6
4X6
3X4
3X4
3X6
3X6
3X4
4X6
5X6
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 325 plf at 0.00 to 325 plf at 3.17
TC: From 100 plf at 3.17 to 100 plf at 8.67
BC: From 10 plf at 0.00 to 10 plf at 8.67
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 1062 /-/-/-/-/-
F 604 /-/-/-/-/-
K Brg Wid = 2.0 Min Req =1.5 (Truss)
F Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings K & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -634
B - C 0 -926
Chords Tens.Comp.
C - D 0 -920
D - E 0 -418
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 1116 0
I - H 920 0
Chords Tens.Comp.
H - G 912 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - J 801 0
K - A 0 -1296
J - B 0 -729
Webs Tens.Comp.
D - G 0 -747
G - E 639 0
E - F 0 -553
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.069 I 999 360
VERT(CL):0.093 I 999 240
HORZ(LL):0.018 B - -
HORZ(TL):0.023 B - -
Creep Factor: 2.0
Max TC CSI:0.632
Max BC CSI:0.490
Max Web CSI:0.381
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F15
Ply: 1
Qty:1
SEQN:120307 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T93
DrwNo:155.25.1734.47637
/BM 06/04/2025
8'8"
3"2'6"
(TYP)
1'3"12 3"
4'1"8
4'1"8
5'9"8
1'8"
8'8"
2'10"8
1'8"
1"8
A B C D E
FGHIJK
3X4
5X6
4X6
3X4
3X4
3X6
3X6
3X4
4X6
5X6
2X4
$%Lbl:F15?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.00 to 100 plf at 8.92
BC: From 10 plf at 0.00 to 10 plf at 8.92
TC: 700 lb Conc. Load at 3.33
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 934 /-/-/-/-/-
G 747 /-/-/-/-/-
L Brg Wid = 3.5 Min Req =1.5 (Truss)
G Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings L & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -645
B - C 0 -1434
C - D 0 -1434
Chords Tens.Comp.
D - E 0 -1239
E - F 0 -491
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
K - J 1278 0
J - I 1387 0
Chords Tens.Comp.
I - H 972 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - L 0 -925
A - K 1028 0
K - B 0 -1006
B - J 439 0
C - J 12 -495
Webs Tens.Comp.
I - E 424 0
E - H 0 -764
H - F 783 0
F - G 0 -724
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.064 C 999 360
VERT(CL):0.076 C 999 240
HORZ(LL):0.010 H - -
HORZ(TL):0.011 H - -
Creep Factor: 2.0
Max TC CSI:0.483
Max BC CSI:0.454
Max Web CSI:0.489
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F16
Ply: 1
Qty:3
SEQN:120326 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T94
DrwNo:155.25.1734.49100
/BM 06/04/2025
8'11"
3"2'6"
(TYP)
7"
9"14
2'0"2 3"
1'8"
A B C D E F
GHIJKL
4X6
2X4 4X6
3X3 1X3
4X4
3X3
3X3
3X3
4X4
3X6
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.00 to 100 plf at 8.92
BC: From 10 plf at 0.00 to 10 plf at 8.92
TC: 700 lb Conc. Load at 3.33
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 934 /-/-/-/-/-
G 747 /-/-/-/-/-
L Brg Wid = 3.5 Min Req =1.5 (Truss)
G Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings L & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -645
B - C 0 -1434
C - D 0 -1434
Chords Tens.Comp.
D - E 0 -1239
E - F 0 -491
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
K - J 1278 0
J - I 1387 0
Chords Tens.Comp.
I - H 972 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - L 0 -925
A - K 1028 0
K - B 0 -1006
B - J 439 0
C - J 12 -495
Webs Tens.Comp.
I - E 424 0
E - H 0 -764
H - F 783 0
F - G 0 -724
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.064 C 999 360
VERT(CL):0.076 C 999 240
HORZ(LL):0.010 H - -
HORZ(TL):0.011 H - -
Creep Factor: 2.0
Max TC CSI:0.483
Max BC CSI:0.454
Max Web CSI:0.489
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F16
Ply: 1
Qty:3
SEQN:120326 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T94
DrwNo:155.25.1734.49100
/BM 06/04/2025
8'11"
3"2'6"
(TYP)
7"
9"14
2'0"2 3"
1'8"
A B C D E F
GHIJKL
4X6
2X4 4X6
3X3 1X3
4X4
3X3
3X3
3X3
4X4
3X6
2X4
$%Lbl:F16?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 225 plf at 0.00 to 225 plf at 8.92
BC: From 10 plf at 0.00 to 10 plf at 8.92
TC: 500 lb Conc. Load at 2.00
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 1444 /-/-/-/-/-
F 1152 /-/-/-/-/-
L Brg Wid = 3.5 Min Req =1.5 (Truss)
F Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings L & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1041
B - C 0 -1659
Chords Tens.Comp.
C - D 0 -1668
D - E 0 -753
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
K - J 1442 0
J - I 1442 0
Chords Tens.Comp.
I - H 1824 0
H - G 1487 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - L 0 -1423
A - K 1589 0
K - B 0 -1204
B - I 416 0
Webs Tens.Comp.
D - G 0 -1110
G - E 1112 0
E - F 0 -1228
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.062 C 999 360
VERT(CL):0.079 C 999 240
HORZ(LL):0.006 F - -
HORZ(TL):0.008 F - -
Creep Factor: 2.0
Max TC CSI:0.448
Max BC CSI:0.382
Max Web CSI:0.757
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F17
Ply: 1
Qty:1
SEQN:120328 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T95
DrwNo:155.25.1734.50577
/BM 06/04/2025
8'11"
3"1'9"1'8"2'6"
(TYP)
3"
1'8"
1"8
A B C D E
FGHIJKL
6X6
3X4 6X8
4X6
3X6 3X4
3X4
3X4
3X6
5X6
5X6
3X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 225 plf at 0.00 to 225 plf at 8.92
BC: From 10 plf at 0.00 to 10 plf at 8.92
TC: 500 lb Conc. Load at 2.00
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 1444 /-/-/-/-/-
F 1152 /-/-/-/-/-
L Brg Wid = 3.5 Min Req =1.5 (Truss)
F Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings L & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1041
B - C 0 -1659
Chords Tens.Comp.
C - D 0 -1668
D - E 0 -753
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
K - J 1442 0
J - I 1442 0
Chords Tens.Comp.
I - H 1824 0
H - G 1487 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - L 0 -1423
A - K 1589 0
K - B 0 -1204
B - I 416 0
Webs Tens.Comp.
D - G 0 -1110
G - E 1112 0
E - F 0 -1228
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.062 C 999 360
VERT(CL):0.079 C 999 240
HORZ(LL):0.006 F - -
HORZ(TL):0.008 F - -
Creep Factor: 2.0
Max TC CSI:0.448
Max BC CSI:0.382
Max Web CSI:0.757
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F17
Ply: 1
Qty:1
SEQN:120328 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T95
DrwNo:155.25.1734.50577
/BM 06/04/2025
8'11"
3"1'9"1'8"2'6"
(TYP)
3"
1'8"
1"8
A B C D E
FGHIJKL
6X6
3X4 6X8
4X6
3X6 3X4
3X4
3X4
3X6
5X6
5X6
3X4
$%Lbl:F17?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 474 /-/-/-/-/-
H 486 /-/-/-/-/-
A Brg Wid = 3.5 Min Req =1.5 (Truss)
H Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings A & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - E 0 -586
Chords Tens.Comp.
E - F 0 -587
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
L - K 584 0
K - J 587 0
Chords Tens.Comp.
J - I 584 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - L 483 0
L - D 0 -414
F - I 0 -477
Webs Tens.Comp.
I - G 454 0
G - H 0 -459
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.053 E 999 360
VERT(CL):0.083 E 999 240
HORZ(LL):-0.015 M - -
HORZ(TL):0.023 M - -
Creep Factor: 2.0
Max TC CSI:0.578
Max BC CSI:0.417
Max Web CSI:0.230
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F18
Ply: 1
Qty:1
SEQN:120313 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T96
DrwNo:155.25.1734.51927
/BM 06/04/2025
8'9"
5"2'6"
(TYP)
1'3"12 3"
4'3"8
4'3"8
5'10"8
1'7"
8'9"
2'10"8
1'5"
3"
1'8"
A B C D E F G
HIJKLM1X3
3X6
3X3
3X3 3X3
3X3
1X3
1X3
3X3
3X3
3X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 474 /-/-/-/-/-
H 486 /-/-/-/-/-
A Brg Wid = 3.5 Min Req =1.5 (Truss)
H Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings A & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - E 0 -586
Chords Tens.Comp.
E - F 0 -587
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
L - K 584 0
K - J 587 0
Chords Tens.Comp.
J - I 584 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - L 483 0
L - D 0 -414
F - I 0 -477
Webs Tens.Comp.
I - G 454 0
G - H 0 -459
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.053 E 999 360
VERT(CL):0.083 E 999 240
HORZ(LL):-0.015 M - -
HORZ(TL):0.023 M - -
Creep Factor: 2.0
Max TC CSI:0.578
Max BC CSI:0.417
Max Web CSI:0.230
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F18
Ply: 1
Qty:1
SEQN:120313 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T96
DrwNo:155.25.1734.51927
/BM 06/04/2025
8'9"
5"2'6"
(TYP)
1'3"12 3"
4'3"8
4'3"8
5'10"8
1'7"
8'9"
2'10"8
1'5"
3"
1'8"
A B C D E F G
HIJKLM1X3
3X6
3X3
3X3 3X3
3X3
1X3
1X3
3X3
3X3
3X4
2X4
$%Lbl:f18?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.00 to 100 plf at 23.21
BC: From 10 plf at 0.00 to 10 plf at 23.21
TC: 946 lb Conc. Load at 0.00
TC: 650 lb Conc. Load at 12.88,18.29
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Negative reaction(s) of -202# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AB 1920 /-/-/-/-/-
R 2834 /-/-/-/-/-
N 270 /-202 /-/-/-/-
AB Brg Wid = 3.5 Min Req =1.5 (Truss)
R Brg Wid = 3.5 Min Req =1.5 (Truss)
N Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings AB, R, & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 42 -516
C - D 0 -1556
D - E 0 -2148
E - F 0 -2148
F - G 0 -2297
Chords Tens.Comp.
G - H 0 -1978
H - I 0 -1694
I - J 473 0
J - K 865 0
K - L 649 -75
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AA- Z 1131 0
Z - Y 1954 0
Y - X 2333 0
X - W 2333 0
W -V 2237 0
V - U 1784 0
Chords Tens.Comp.
U - T 641 0
T - S 641 0
S - R 0 -1655
R - Q 0 -1655
Q - P 0 -839
P - O 203 -393
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A -AB 28 -848
AB- B 0 -996
B -AA 954 0
AA- C 0 -996
C - Z 675 0
Z - D 0 -632
G - V 0 -569
V - H 522 0
H - U 0 -1112
Webs Tens.Comp.
U - I 1556 0
I - S 0 -1769
S - J 1777 0
J - R 0 -2680
J - Q 1353 0
Q - K 0 -1145
K - P 488 0
P - L 0 -503
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.200 W 996 360
VERT(CL):0.246 W 809 240
HORZ(LL):0.037 A - -
HORZ(TL):0.044 A - -
Creep Factor: 2.0
Max TC CSI:0.744
Max BC CSI:0.724
Max Web CSI:0.846
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F19
Ply: 1
Qty:1
SEQN:120315 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T97
DrwNo:155.25.1734.54947
/BM 06/04/2025
3"8
3"8
5"16'8"4 6'2"12
6"
2'6"
(TYP)
2'6"12 2'6"12 2'2"4
1'6"8
3"2'1"4 3"
23'4"
17'1"4
17'1"4
23'4"
6'2"12
1'8"
+
A B C D E F G H I J K L M
NOPQRSTUVWXYZAAABAC
1X3
1X3
3X3
1X33X3
4X4
4X4
3X4
3X4
3X3
3X3
W=3X43X4
1X3 3X3
3X3
3X3
3X3
5X6W=3X4
5X6
5X6
5X12
3X3 4X6
3X3
3X3
3X3
3X3
3X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.00 to 100 plf at 23.21
BC: From 10 plf at 0.00 to 10 plf at 23.21
TC: 946 lb Conc. Load at 0.00
TC: 650 lb Conc. Load at 12.88,18.29
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Negative reaction(s) of -202# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AB 1920 /-/-/-/-/-
R 2834 /-/-/-/-/-
N 270 /-202 /-/-/-/-
AB Brg Wid = 3.5 Min Req =1.5 (Truss)
R Brg Wid = 3.5 Min Req =1.5 (Truss)
N Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings AB, R, & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 42 -516
C - D 0 -1556
D - E 0 -2148
E - F 0 -2148
F - G 0 -2297
Chords Tens.Comp.
G - H 0 -1978
H - I 0 -1694
I - J 473 0
J - K 865 0
K - L 649 -75
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AA- Z 1131 0
Z - Y 1954 0
Y - X 2333 0
X - W 2333 0
W -V 2237 0
V - U 1784 0
Chords Tens.Comp.
U - T 641 0
T - S 641 0
S - R 0 -1655
R - Q 0 -1655
Q - P 0 -839
P - O 203 -393
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A -AB 28 -848
AB- B 0 -996
B -AA 954 0
AA- C 0 -996
C - Z 675 0
Z - D 0 -632
G - V 0 -569
V - H 522 0
H - U 0 -1112
Webs Tens.Comp.
U - I 1556 0
I - S 0 -1769
S - J 1777 0
J - R 0 -2680
J - Q 1353 0
Q - K 0 -1145
K - P 488 0
P - L 0 -503
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.200 W 996 360
VERT(CL):0.246 W 809 240
HORZ(LL):0.037 A - -
HORZ(TL):0.044 A - -
Creep Factor: 2.0
Max TC CSI:0.744
Max BC CSI:0.724
Max Web CSI:0.846
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F19
Ply: 1
Qty:1
SEQN:120315 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T97
DrwNo:155.25.1734.54947
/BM 06/04/2025
3"8
3"8
5"16'8"4 6'2"12
6"
2'6"
(TYP)
2'6"12 2'6"12 2'2"4
1'6"8
3"2'1"4 3"
23'4"
17'1"4
17'1"4
23'4"
6'2"12
1'8"
+
A B C D E F G H I J K L M
NOPQRSTUVWXYZAAABAC
1X3
1X3
3X3
1X33X3
4X4
4X4
3X4
3X4
3X3
3X3
W=3X43X4
1X3 3X3
3X3
3X3
3X3
5X6W=3X4
5X6
5X6
5X12
3X3 4X6
3X3
3X3
3X3
3X3
3X4
2X4
$%Lbl:f19?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #1; B2 4x2 SP #2;
Webs: 4x2 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Deflection
Max JT VERT DEFL: LL: 0.30" DL: 0.20". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
This truss spaced @ 16.0" oc supports additional
concentrated load at left end from 10.00' stud wall
(11.00 PSF) supporting 10-0-0 roof spans with 1-0-0
overhang. Roof load: 40.00 psf LL and 20.00 psf DL.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AB 1499 /-/-/-/-/-
N 839 /-/-/-/-/-
AB Brg Wid = 3.5 Min Req =1.5 (Truss)
N Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings AB & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -604
C - D 0 -1655
D - E 0 -2395
E - F 0 -2855
F - G 0 -2855
Chords Tens.Comp.
G - H 0 -2995
H - I 0 -2864
I - J 0 -2414
J - K 0 -1683
K - L 0 -637
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AA- Z 1199 0
Z - Y 2093 0
Y - X 2701 0
X - W 2701 0
W -V 2995 0
V - U 2995 0
Chords Tens.Comp.
U - T 2995 0
T - S 2715 0
S - R 2715 0
R - Q 2715 0
Q - P 2114 0
P - O 1237 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A -AB 31 -552
AB- B 0 -872
B -AA 915 0
AA- C 0 -949
C - Z 734 0
Z - D 0 -703
D - Y 487 0
Y - E 0 -479
W -G 75 -448
Webs Tens.Comp.
H - T 104 -419
I - Q 0 -465
Q - J 476 0
J - P 0 -683
P - K 709 0
K - O 0 -954
O - L 983 0
L - M 0 -818
M - N 0 -824
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.302 U 900 360
VERT(CL):0.416 U 653 240
HORZ(LL):0.049 A - -
HORZ(TL):0.069 A - -
Creep Factor: 2.0
Max TC CSI:0.551
Max BC CSI:0.795
Max Web CSI:0.468
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F20
Ply: 1
Qty:13
SEQN:120317 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T98
DrwNo:155.25.1734.58470
/BM 06/04/2025
B2
3"8
3"8
5"22'11"
6"
2'6"
(TYP)
2'6"12 2'6"12 2'6"12 2'6"12 3"
23'4"
10'10"8
10'10"8
12'10"
1'11"8
23'4"
10'6"
1'8"
++
A B C D E F G H I J K LM
NOPQRSTUVWXYZAAABAC
1X3
1X3
3X3
1X33X3
4X4
4X4
4X4
4X4
3X3
3X3
3X4
1X3
W=3X4
3X3
3X3
1X3 1X3
3X3
3X3
3X4
1X3W=H03103X3
3X3
4X4
4X4
4X4
4X4
2X4
1X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #1; B2 4x2 SP #2;
Webs: 4x2 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Deflection
Max JT VERT DEFL: LL: 0.30" DL: 0.20". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
This truss spaced @ 16.0" oc supports additional
concentrated load at left end from 10.00' stud wall
(11.00 PSF) supporting 10-0-0 roof spans with 1-0-0
overhang. Roof load: 40.00 psf LL and 20.00 psf DL.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AB 1499 /-/-/-/-/-
N 839 /-/-/-/-/-
AB Brg Wid = 3.5 Min Req =1.5 (Truss)
N Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings AB & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -604
C - D 0 -1655
D - E 0 -2395
E - F 0 -2855
F - G 0 -2855
Chords Tens.Comp.
G - H 0 -2995
H - I 0 -2864
I - J 0 -2414
J - K 0 -1683
K - L 0 -637
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AA- Z 1199 0
Z - Y 2093 0
Y - X 2701 0
X - W 2701 0
W -V 2995 0
V - U 2995 0
Chords Tens.Comp.
U - T 2995 0
T - S 2715 0
S - R 2715 0
R - Q 2715 0
Q - P 2114 0
P - O 1237 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A -AB 31 -552
AB- B 0 -872
B -AA 915 0
AA- C 0 -949
C - Z 734 0
Z - D 0 -703
D - Y 487 0
Y - E 0 -479
W -G 75 -448
Webs Tens.Comp.
H - T 104 -419
I - Q 0 -465
Q - J 476 0
J - P 0 -683
P - K 709 0
K - O 0 -954
O - L 983 0
L - M 0 -818
M - N 0 -824
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.302 U 900 360
VERT(CL):0.416 U 653 240
HORZ(LL):0.049 A - -
HORZ(TL):0.069 A - -
Creep Factor: 2.0
Max TC CSI:0.551
Max BC CSI:0.795
Max Web CSI:0.468
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F20
Ply: 1
Qty:13
SEQN:120317 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T98
DrwNo:155.25.1734.58470
/BM 06/04/2025
B2
3"8
3"8
5"22'11"
6"
2'6"
(TYP)
2'6"12 2'6"12 2'6"12 2'6"12 3"
23'4"
10'10"8
10'10"8
12'10"
1'11"8
23'4"
10'6"
1'8"
++
A B C D E F G H I J K LM
NOPQRSTUVWXYZAAABAC
1X3
1X3
3X3
1X33X3
4X4
4X4
4X4
4X4
3X3
3X3
3X4
1X3
W=3X4
3X3
3X3
1X3 1X3
3X3
3X3
3X4
1X3W=H03103X3
3X3
4X4
4X4
4X4
4X4
2X4
1X3
$%Lbl:F20?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 200 plf at -0.12 to 200 plf at 0.00
TC: From 267 plf at 0.00 to 267 plf at 3.62
TC: From 67 plf at 3.62 to 67 plf at 19.71
TC: From 267 plf at 19.71 to 267 plf at 23.08
TC: From 200 plf at 23.08 to 200 plf at 23.21
BC: From 7 plf at 0.00 to 7 plf at 23.21
TC: 631 lb Conc. Load at 0.00
TC: 200 lb Conc. Load at 3.71,19.38
Plating Notes
All plates are W =3X4 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AD 2448 /-/-/-/-/-
P 1726 /-/-/-/-/-
AD Brg Wid = 3.5 Min Req =1.5 (Truss)
P Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings AD & P are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1299
B - C 0 -2823
C - D 0 -2823
D - E 0 -3447
E - F 0 -4116
F - G 0 -4455
G - H 0 -4455
Chords Tens.Comp.
H - I 0 -4465
I - J 0 -4465
J - K 0 -4148
K - L 0 -3490
L - M 0 -3027
M - N 0 -1274
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AC-AB 2458 0
AB-AA 3029 0
AA- Z 3858 0
Z - Y 3858 0
Y - X 4359 0
X - W 4539 0
Chords Tens.Comp.
W -V 4539 0
V - U 4379 0
U - T 3898 0
T - S 3898 0
S - R 3087 0
R - Q 2509 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
AD- A 0 -2005
A -AD 8 -645
A -AC 1786 0
AC- B 0 -1752
B -AB 815 0
AB- D 0 -643
D -AA 632 0
AA- E 0 -621
E - Y 391 0
Webs Tens.Comp.
U - K 385 0
K - S 0 -624
S - L 620 0
L - R 0 -681
R - M 887 0
M - Q 0 -1866
Q - N 1879 0
N - O 0 -1661
O - P 0 -1683
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.283 H 963 360
VERT(CL):0.392 H 694 240
HORZ(LL):0.043 A - -
HORZ(TL):0.060 A - -
Creep Factor: 2.0
Max TC CSI:0.661
Max BC CSI:0.691
Max Web CSI:0.447
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F21
Ply: 1
Qty:1
SEQN:120320 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T99
DrwNo:155.25.1735.00437
/BM 06/04/2025
3"8
3"8
5"22'11"
1"8 15'11"7'3"8
3"
0"8
2"8 8"8
5"12
2'6"
(TYP)
2'6"12 2'6"12 3"
23'4"
1'10"8
1'10"8
2'0"11
2"3 19'6"12
17'6"1
19'8"12
2"
21'10"
2'1"4 22'0"3
2"3
23'4"
1'3"13
1'8"
1"8
++
+
A B C D E F G H I J K L M N O
PQRSTUVWXYZAAABACAD
AE
1X3
1X34X6
6X12
6X6
4X6 3X6
5X6
4X6
4X6
4X4
3X4
3X4
3X4
4X4
3X6 3X4
3X4
3X4
4X4
4X6
4X6
4X6
5X6
6X6
5X6
3X6
1X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 200 plf at -0.12 to 200 plf at 0.00
TC: From 267 plf at 0.00 to 267 plf at 3.62
TC: From 67 plf at 3.62 to 67 plf at 19.71
TC: From 267 plf at 19.71 to 267 plf at 23.08
TC: From 200 plf at 23.08 to 200 plf at 23.21
BC: From 7 plf at 0.00 to 7 plf at 23.21
TC: 631 lb Conc. Load at 0.00
TC: 200 lb Conc. Load at 3.71,19.38
Plating Notes
All plates are W =3X4 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AD 2448 /-/-/-/-/-
P 1726 /-/-/-/-/-
AD Brg Wid = 3.5 Min Req =1.5 (Truss)
P Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings AD & P are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1299
B - C 0 -2823
C - D 0 -2823
D - E 0 -3447
E - F 0 -4116
F - G 0 -4455
G - H 0 -4455
Chords Tens.Comp.
H - I 0 -4465
I - J 0 -4465
J - K 0 -4148
K - L 0 -3490
L - M 0 -3027
M - N 0 -1274
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AC-AB 2458 0
AB-AA 3029 0
AA- Z 3858 0
Z - Y 3858 0
Y - X 4359 0
X - W 4539 0
Chords Tens.Comp.
W -V 4539 0
V - U 4379 0
U - T 3898 0
T - S 3898 0
S - R 3087 0
R - Q 2509 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
AD- A 0 -2005
A -AD 8 -645
A -AC 1786 0
AC- B 0 -1752
B -AB 815 0
AB- D 0 -643
D -AA 632 0
AA- E 0 -621
E - Y 391 0
Webs Tens.Comp.
U - K 385 0
K - S 0 -624
S - L 620 0
L - R 0 -681
R - M 887 0
M - Q 0 -1866
Q - N 1879 0
N - O 0 -1661
O - P 0 -1683
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.283 H 963 360
VERT(CL):0.392 H 694 240
HORZ(LL):0.043 A - -
HORZ(TL):0.060 A - -
Creep Factor: 2.0
Max TC CSI:0.661
Max BC CSI:0.691
Max Web CSI:0.447
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F21
Ply: 1
Qty:1
SEQN:120320 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T99
DrwNo:155.25.1735.00437
/BM 06/04/2025
3"8
3"8
5"22'11"
1"8 15'11"7'3"8
3"
0"8
2"8 8"8
5"12
2'6"
(TYP)
2'6"12 2'6"12 3"
23'4"
1'10"8
1'10"8
2'0"11
2"3 19'6"12
17'6"1
19'8"12
2"
21'10"
2'1"4 22'0"3
2"3
23'4"
1'3"13
1'8"
1"8
++
+
A B C D E F G H I J K L M N O
PQRSTUVWXYZAAABACAD
AE
1X3
1X34X6
6X12
6X6
4X6 3X6
5X6
4X6
4X6
4X4
3X4
3X4
3X4
4X4
3X6 3X4
3X4
3X4
4X4
4X6
4X6
4X6
5X6
6X6
5X6
3X6
1X3
$%Lbl:F21?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #1; B2 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 67 plf at 0.00 to 67 plf at 23.08
BC: From 7 plf at 0.00 to 7 plf at 23.21
TC: 631 lb Conc. Load at 0.00
TC: 200 lb Conc. Load at 3.71,19.38
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AC 1702 /-/-/-/-/-
P 1022 /-/-/-/-/-
AC Brg Wid = 3.5 Min Req =1.5 (Truss)
P Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings AC & P are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -706
C - D 0 -1827
D - E 0 -1827
E - F 0 -2417
F - G 0 -3038
G - H 0 -3038
Chords Tens.Comp.
H - I 0 -3356
I - J 0 -3372
J - K 0 -3087
K - L 0 -2493
L - M 0 -2058
M - N 0 -798
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AB-AA 1468 0
AA- Z 2027 0
Z - Y 2798 0
Y - X 3265 0
X - W 3439 0
W -V 3439 0
Chords Tens.Comp.
V - U 3296 0
U - T 3296 0
T - S 2861 0
S - R 2119 0
R - Q 1554 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A -AC 33 -550
AC- B 0 -1070
B -AB 1154 0
AB- C 0 -1210
C -AA 859 0
AA- E 0 -676
E - Z 619 0
Z - F 0 -604
F - Y 382 0
Webs Tens.Comp.
K - S 0 -596
S - L 604 0
L - R 0 -744
R - M 913 0
M - Q 0 -1201
Q - N 1231 0
N - O 0 -1008
O - P 0 -1012
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.353 W 770 360
VERT(CL):0.492 W 552 240
HORZ(LL):0.058 A - -
HORZ(TL):0.081 A - -
Creep Factor: 2.0
Max TC CSI:0.532
Max BC CSI:0.993
Max Web CSI:0.586
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F22
Ply: 1
Qty:1
SEQN:120322 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T100
DrwNo:155.25.1735.02527
/BM 06/04/2025
B2
3"8
3"8
5"22'11"
6"
2'6"
(TYP)
8"8
5"12
2'6"12 2'6"12 1'1"12 3"
23'4"
1'8"++
+
A B C D E F G H I J K L M NO
PQRSTUVWXYZAAABACAD
1X3
1X3
3X3
1X33X3
4X4
4X6
4X4 1X3
4X6
3X4
3X4
3X3W=3X4
3X3
3X3
3X3
3X4
1X3 3X3W=H0310
3X3
3X3
3X3
3X3
3X3
4X4
4X4
4X6
4X4
2X4
1X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #1; B2 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 67 plf at 0.00 to 67 plf at 23.08
BC: From 7 plf at 0.00 to 7 plf at 23.21
TC: 631 lb Conc. Load at 0.00
TC: 200 lb Conc. Load at 3.71,19.38
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AC 1702 /-/-/-/-/-
P 1022 /-/-/-/-/-
AC Brg Wid = 3.5 Min Req =1.5 (Truss)
P Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings AC & P are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -706
C - D 0 -1827
D - E 0 -1827
E - F 0 -2417
F - G 0 -3038
G - H 0 -3038
Chords Tens.Comp.
H - I 0 -3356
I - J 0 -3372
J - K 0 -3087
K - L 0 -2493
L - M 0 -2058
M - N 0 -798
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AB-AA 1468 0
AA- Z 2027 0
Z - Y 2798 0
Y - X 3265 0
X - W 3439 0
W -V 3439 0
Chords Tens.Comp.
V - U 3296 0
U - T 3296 0
T - S 2861 0
S - R 2119 0
R - Q 1554 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A -AC 33 -550
AC- B 0 -1070
B -AB 1154 0
AB- C 0 -1210
C -AA 859 0
AA- E 0 -676
E - Z 619 0
Z - F 0 -604
F - Y 382 0
Webs Tens.Comp.
K - S 0 -596
S - L 604 0
L - R 0 -744
R - M 913 0
M - Q 0 -1201
Q - N 1231 0
N - O 0 -1008
O - P 0 -1012
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.353 W 770 360
VERT(CL):0.492 W 552 240
HORZ(LL):0.058 A - -
HORZ(TL):0.081 A - -
Creep Factor: 2.0
Max TC CSI:0.532
Max BC CSI:0.993
Max Web CSI:0.586
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F22
Ply: 1
Qty:1
SEQN:120322 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T100
DrwNo:155.25.1735.02527
/BM 06/04/2025
B2
3"8
3"8
5"22'11"
6"
2'6"
(TYP)
8"8
5"12
2'6"12 2'6"12 1'1"12 3"
23'4"
1'8"++
+
A B C D E F G H I J K L M NO
PQRSTUVWXYZAAABACAD
1X3
1X3
3X3
1X33X3
4X4
4X6
4X4 1X3
4X6
3X4
3X4
3X3W=3X4
3X3
3X3
3X3
3X4
1X3 3X3W=H0310
3X3
3X3
3X3
3X3
3X3
4X4
4X4
4X6
4X4
2X4
1X3
$%Lbl:F22?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
U*146 /-/-/-/-/-
K 336 /-/-/-/-/-
U Brg Wid = 96.0 Min Req =-
K Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings U & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - G 0 -382
Webs Tens.Comp.
G - N 378 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.030 I 999 360
VERT(CL):0.044 I 999 240
HORZ(LL):-0.013 J - -
HORZ(TL):0.020 J - -
Creep Factor: 2.0
Max TC CSI:0.435
Max BC CSI:0.348
Max Web CSI:0.180
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F23
Ply: 1
Qty:1
SEQN:120324 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T101
DrwNo:155.25.1735.03823
/BM 06/04/2025
13'8"8
1'4"
(TYP)
3"7'8"4 1'4"8 1'7"12 2'6"3"
3"
3"
1'3"4
1'0"4 7'9"
6'5"12
9'4"8
1'7"8
10'10"
1'5"8
13'8"8
2'10"8
1'8"
+
A G H I J
KLMNOU
2X4
2X4 2X4
3X4
3X3
3X3
3X3
3X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
U*146 /-/-/-/-/-
K 336 /-/-/-/-/-
U Brg Wid = 96.0 Min Req =-
K Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings U & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - G 0 -382
Webs Tens.Comp.
G - N 378 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.030 I 999 360
VERT(CL):0.044 I 999 240
HORZ(LL):-0.013 J - -
HORZ(TL):0.020 J - -
Creep Factor: 2.0
Max TC CSI:0.435
Max BC CSI:0.348
Max Web CSI:0.180
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F23
Ply: 1
Qty:1
SEQN:120324 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T101
DrwNo:155.25.1735.03823
/BM 06/04/2025
13'8"8
1'4"
(TYP)
3"7'8"4 1'4"8 1'7"12 2'6"3"
3"
3"
1'3"4
1'0"4 7'9"
6'5"12
9'4"8
1'7"8
10'10"
1'5"8
13'8"8
2'10"8
1'8"
+
A G H I J
KLMNOU
2X4
2X4 2X4
3X4
3X3
3X3
3X3
3X4
2X4
$%Lbl:F23?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 347 plf at 0.00 to 347 plf at 7.42
TC: From 280 plf at 7.42 to 280 plf at 7.67
BC: From 7 plf at 0.00 to 7 plf at 7.42
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 1310 /-/-/-/-/-
E 1310 /-/-/-/-/-
J Brg Wid = 3.5 Min Req =1.5 (Truss)
E Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings J & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -749
B - C 0 -1463
Chords Tens.Comp.
C - D 0 -749
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 1463 0
H - G 1463 0
Chords Tens.Comp.
G - F 1463 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - J 263 -1536
A - I 1066 0
I - B 0 -1080
Webs Tens.Comp.
C - F 0 -1080
F - D 1066 0
D - E 0 -1536
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.047 B 999 360
VERT(CL):0.066 B 999 240
HORZ(LL):0.005 B - -
HORZ(TL):0.007 B - -
Creep Factor: 2.0
Max TC CSI:0.704
Max BC CSI:0.333
Max Web CSI:0.507
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F24
Ply: 1
Qty:1
SEQN:120330 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T102
DrwNo:155.25.1735.05227
/BM 06/04/2025
7'5"
3"2'6"
(TYP)
3"
2'10"8
2'10"8
4'6"8
1'8"
7'5"
2'10"8
1'8"
1"8
A B C D
EFGHIJ
5X6
3X4 5X6
4X4
3X6 3X6
4X4
5X6
5X6
3X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 347 plf at 0.00 to 347 plf at 7.42
TC: From 280 plf at 7.42 to 280 plf at 7.67
BC: From 7 plf at 0.00 to 7 plf at 7.42
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 1310 /-/-/-/-/-
E 1310 /-/-/-/-/-
J Brg Wid = 3.5 Min Req =1.5 (Truss)
E Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings J & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -749
B - C 0 -1463
Chords Tens.Comp.
C - D 0 -749
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 1463 0
H - G 1463 0
Chords Tens.Comp.
G - F 1463 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - J 263 -1536
A - I 1066 0
I - B 0 -1080
Webs Tens.Comp.
C - F 0 -1080
F - D 1066 0
D - E 0 -1536
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.047 B 999 360
VERT(CL):0.066 B 999 240
HORZ(LL):0.005 B - -
HORZ(TL):0.007 B - -
Creep Factor: 2.0
Max TC CSI:0.704
Max BC CSI:0.333
Max Web CSI:0.507
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:F24
Ply: 1
Qty:1
SEQN:120330 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T102
DrwNo:155.25.1735.05227
/BM 06/04/2025
7'5"
3"2'6"
(TYP)
3"
2'10"8
2'10"8
4'6"8
1'8"
7'5"
2'10"8
1'8"
1"8
A B C D
EFGHIJ
5X6
3X4 5X6
4X4
3X6 3X6
4X4
5X6
5X6
3X4
$%Lbl:F24?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AA*108 /-/-/-/-/-
AA Brg Wid = 191 Min Req =-
Bearing AA is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 G 999 360
VERT(CL):0.000 G 999 240
HORZ(LL):0.000 B - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.087
Max BC CSI:0.018
Max Web CSI:0.032
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:KW1
Ply: 1
Qty:1
SEQN:120462 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T103
DrwNo:155.25.1735.18447
/BM 06/04/2025
3"12
15'11"8
1'2"8
1'4"
(TYP)
3"7'8"12
(TYP)
3"
1'8"
A G M
O
U
AA
1X3
2X4
4X4
4X4 2X4
1X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AA*108 /-/-/-/-/-
AA Brg Wid = 191 Min Req =-
Bearing AA is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 G 999 360
VERT(CL):0.000 G 999 240
HORZ(LL):0.000 B - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.087
Max BC CSI:0.018
Max Web CSI:0.032
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:KW1
Ply: 1
Qty:1
SEQN:120462 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T103
DrwNo:155.25.1735.18447
/BM 06/04/2025
3"12
15'11"8
1'2"8
1'4"
(TYP)
3"7'8"12
(TYP)
3"
1'8"
A G M
O
U
AA
1X3
2X4
4X4
4X4 2X4
1X3
$%Lbl:KW1?$
06/04/2025
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AO*72 /-/-/-/-/-
AB*75 /-/-/-/-/-
AO Brg Wid = 191 Min Req =-
AB Brg Wid = 87.5 Min Req =-
Bearings AO & AB are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.001 B 999 360
VERT(CL):0.001 B 999 240
HORZ(LL):0.001 T - -
HORZ(TL):0.001 T - -
Creep Factor: 2.0
Max TC CSI:0.070
Max BC CSI:0.017
Max Web CSI:0.023
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:KW2
Ply: 1
Qty:1
SEQN:120464 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T104
DrwNo:155.25.1735.21720
/BM 06/04/2025
3"8
3"8
1"8 23'2"8
1'8"8
1'4"
(TYP)
5"4 22'6"4 3"
23'4"
7"8
7"8
1'9"4
1'1"12 23'1"
21'3"12
23'4"
3"
1'8"
+
A B I T
V
ABAN
AO
1X3
1X3
3X3
3X3
W=3X4
W=3X4 2X4
1X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AO*72 /-/-/-/-/-
AB*75 /-/-/-/-/-
AO Brg Wid = 191 Min Req =-
AB Brg Wid = 87.5 Min Req =-
Bearings AO & AB are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IRC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.001 B 999 360
VERT(CL):0.001 B 999 240
HORZ(LL):0.001 T - -
HORZ(TL):0.001 T - -
Creep Factor: 2.0
Max TC CSI:0.070
Max BC CSI:0.017
Max Web CSI:0.023
VIEW Ver: 24.01.01A.0510.10
Job Number:TS2207
84 LUMBER
Truss Label:KW2
Ply: 1
Qty:1
SEQN:120464 SY42
FROM: SC
Cust: R 9462 JRef:1YaK94620001 T104
DrwNo:155.25.1735.21720
/BM 06/04/2025
3"8
3"8
1"8 23'2"8
1'8"8
1'4"
(TYP)
5"4 22'6"4 3"
23'4"
7"8
7"8
1'9"4
1'1"12 23'1"
21'3"12
23'4"
3"
1'8"
+
A B I T
V
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1X3
1X3
3X3
3X3
W=3X4
W=3X4 2X4
1X3
$%Lbl:KW2?$
06/04/2025
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
$%Lbl:STRBRIBR1014?$
06/04/2025
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
$%Lbl:DEFLCAMB1014?$
06/04/2025
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EsƟmator: -EsƟmator-
Tracking: -Tracking-
Sheet 1 of 1
Scale 1/4"=1'0"
Tag Qty Product Len Cut Logic
Header
M3 3 1-3/4"x24" LVL 22'3x{1/22}
Beam
M1 5 1-3/4"x20" LVL 24'5x{1/24}
M1 4 1-3/4"x20" LVL 22'4x{1/22}
M1 3 1-3/4"x20" LVL 20'3x{1/19}
M1 2 1-3/4"x20" LVL 16'2x{1/16}
M2 2 1-3/4"x16" LVL 12'2x{1/11}
Hanger
H1 12 THA422 Simpson Strong Tie
H2 1 EGQ5.50-SDS3 Hanger Simpson Strong
Tie
H4 1 HGUS412 Simpson Strong Tie
H5 1 HUC412 Simpson Strong Tie
TRUSS AND BEAM LAYOUT AND BEAM SIZES
REVIEWED AND APPROVED BY
JOHN MILLETT, PE TXPE 49558 FIRM #4391
JUNE 8, 2025