HomeMy WebLinkAboutTRUSSCUT(1) This document has been electronically Alpine,an ITW Company
signed using a Digital Signature, Printed 6750 Forum Drive,Suite 305
copies withoutan original signature must Orlando,FL 32821
be verified using the original electronic ALPINE Phone:(800)755-6001
version.
ywyµH+K14� � ANTWCOMPANY www.alpineitw.com
h } COA#0 278
T' ...... 08/11/2021
No.706-61 1
STATE OF
f
P ` +4r
" S"ONAL
�likM1111M��
Site Information: Pa a 1:
Customer: Central Florida Truss, Inc. Job Number: 21-0512
Job Descri tion: /GROZA BUILDERS, INC.//SCHLIGHT RES
Address: GULLOTTI PL., Pt ST. LUCIE, FL
Job Engineering Criteria:
Design Code: FBC 7th Ed.2020 Res IntelliVIEW Version: 20.02.01A
JRef#: lX7U7610033
Wind Standard: ASCE 7-16 Wind Speed(mph): 170 Design Loading(pso: 37.00
Building Type: Closed
This package contains general notes pages,57 truss drawing(s)and 3 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 222.21.1456.45370 T1 2 222.21.1456.48757 T2
3 222.21.1457.09760 T3 4 222.21.1457.14620 T4
5 222.21.1457.18830 T5 6 222.21.1457.24563 T5
7 222.21.1457.26470 T6 8 222.21.1457.28103 T7
9 222.21.1457.30017 T8 10 222.21.1457.31583 T9
11 222.21.1457.38450 T10 12 222.21.1457.53720 T11
13 222.21.1457.55873 T12 14 222.21.1457.57750 T13
15 222.21.1457.59600 T14 16 222.21.1458.43173 T15
17 222.21.1458.58437 T16 18 222.21.1459.00017 T17
19 222.21.1459.01540 T18 20 222.21.1459.02917 T19
21 222.21.1459.04510 T20 22 222.21.1459.13520 T21
23 222.21.1501.25597 T22 24 222.21.1501.29663 T23
25 222.21.1502.10653 T24 26 222.21.1502.15987 T25
27 222.21.1502.17983 T26 28 222.21.1502.27220 T27
29 222.21.1502.29410 T28 30 222.21.1502.38833 T29
31 222.21.1502.40527 T30 32 222.21.1502.42460 T31
33 222.21.1502.43993 T32 34 222.21.1502.45983 T33
35 222.21.1502.57167 J1 36 222.21.1502.58320 J2
37 222.21.1502.59330 J2A 38 222.21.1503.00300 J213
39 222.21.1503.01370 J3 40 222.21.1503.02470 J4
41 222.21.1503.03563 J4A 42 222.21.1503.04600 J413
43 222.21.1503.30103 K1 44 222.21.1503.35517 K2
45 222.21.1503.47453 K3 46 222.21.1503.49213 K4
47 222.21.1503.59747 C1 48 222.21.1504.01310 C2
49 222.21.1504.04347 C3 50 222.21.1504.10900 C4
51 222.21.1504.12033 C5 52 222.21.1504.13553 C6
Florida Certificate of Product Approval#FL1999 Printed 8/10/2021 3:35:52 PM
This document has been electronically Alpine,an ITW Company
signed using Digital Signature, Printed 6750 Forum Drive,Suite 305
copies withoutan original signature must Orlando,FL 32821
be verified using the original electronicV.—
ALPINE Phone:(800)755-6001
version.
ANTWCOMPANY www.alpineitw.com
H. 0 278
*�.......�. 8/11/2021
ENs04.
No.70861
STATE OF f
O'�..•'�L OR ID�-�*��•�
S �M ti�
Site Information: Pa a 2:
Customer: Central Florida Truss, Inc. Job Number: 21-0512
Job Descri tion: /GROZA BUILDERS, INC.//SCHLIGHT RES
Address: GULLOTTI PL., Pt ST. LUCIE, FL
Item Drawing Number Truss Item Drawing Number Truss
53 222.21.1504.14967 C7 54 222.21.1504.16300 C8
55 222.21.1504.38443 C9 56 222.21.1504.41893 C10
57 222.21.1504.44870 C11 58 BRCLBSUB0119
59 A18015ENC160118 60 GBLLETIN0118
Florida Certificate of Product Approval#FL1999 Printed 8/10/2021 3:35:52 PM
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.
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.
Page 1 of 3
General Notes (continued)
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.
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-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-PG = PYRO-GUARD 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 of all load cases.
Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases.
Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of 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).
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.
Page 2 of 3
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.orq.
3. Alpine, a division of ITW Building Components Group Inc.: 514 Earth City Expressway, Suite 242, Earth City, MO
63045; 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.sbcindustry.com.
Page 3 of 3
SEQN:222854 COMN Ply: 2 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T24
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1456.45370
Truss Label: T1 SSB / WHK 08/10/2021
2 Complete Trusses Required
5'4"8 12'8" 19'11"8 25'4"
5,4"8 778 778 5'4"8
12 -4X7 1111.5X4 =4X7
5 C D E
T T
N B F
1 "
i A G ��8,
-3X4(B1) III 1.5X4 =5X8 1111.5X4 -3X4(B1)
25'4"
1' 5'6"4 7'1"12 7'1"12 5'6"4 1'
'}` 5,6"4 12'8" 19'9"12 25'4"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.180 D 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.336 D 897 240 B 1681 /- /- /- /998 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.045 H - - K 1681 /- /- /- /998 /-
Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.084 H Wind reactions based on MWFRS
Mean Height:15.00 It BuildingCode: Creep Factor:2.0 B Brg Width=8.0 Min Req= 1.5
NCBCLL:0.00 TCDL:4.0 psf p
FBC 7th Ed.2020 Res. Max TC CSI: 0.798 K Brg Width=re Min Req= 1.5
Soffit: 2.00 gCDL:4.0 psf Bearings B&F are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.880 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 It Rep Fac:No Max Web CSI: 0.232 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:NA FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 992-1695 D-E 1380 -2361
Lumber C-D 1380-2361 E-F 992 -1695
Top chord:2x4 SP#2; Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord:2x4 SP#2;
Webs:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp.
Nailnote B-J 1529 -889 1-H 1538 -889
J-1 1538 -889 H-F 1529 -889
Nail Schedule:0.128"x3",min.nails
Top Chord:1 Row @12.00"o.c.Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(Ibs)
Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp.
Use equal spacing between rows and stagger nails
in each row to avoid splitting. C-I D-I 376 -404- I-E 868 519
76 04
Loading
#1 hip supports 5-4-8 jacks with no webs.
��t„nnnrrurtrn
Wind /.�05Wind loads and reactions based on MWFRS. •�+�,,..•..�• riy
Wind loading based on both gable and hip roof types. N �•'`GE ,S •f� �.
o.7.08 1 = _
•
•oz SAT O
BOA ° ONAL s..
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222416 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T49
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1456.48757
Truss Label: T2 SSB / WHK 08/10/2021
7'4"8 12'8" 17'11"8 25'4"
r 7,4"8 5,38 5,3„8 7,4"8
.5X8 II 1.5X4 =5X8
C D E
T_ 12 T_
5
in
i.
in
1 B F
i A G8,
4X4(131) 1111.5X4 =5X8 III1.5X4 =4X4(131) 1
25'4"
i 1' 7'6"4 5.1"12 i 5'V12 7'6"4 1'
T6"4 12'8" 17'9"12 25'4"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.141 D 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.262 D 999 240 B 1265 /- /- /741 /745 /189
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.046 H - - K 1265 /- /- /741 /745 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.085 H - - Wind reactions based on MWFRS
NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=8.0 Min Req= 1.5
TCDL:4.0 psf K Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.950 g q=
P Bearings B&F are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.814 Members not listed have forces less than 375#
Spacing:30.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.225 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 1264-2169 D-E 1465 -2283
Lumber C-D 1465-2283 E-F 1264 -2169
Top chord:2x4 SP#2; Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord:2x4 SP#2;
Webs:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp.
Purlins B-J 1906-1007 1-H 1912 -1004
J-1 1912-1004 H-F 1906 -1007
In lieu of structural panels use purlins to brace TC @
24"oc.
Maximum Web Forces Per Ply(Ibs)
Wind Webs Tens.Comp. Webs Tens. Comp.
Wind loads based on MWFRS with additional C&C C-1 437 -356 I-E 437 -357
member design.
Wind loading based on both gable and hip roof types.
ffillillwous1rtnluurrnrr/A
H. 'yr
f>,
•
0.708 1
* � =
•as SAT 0
cOA
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222436 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T28
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1457.09760
Truss Label: T3 SSB / WHK 08/10/2021
1'9"14
55 1 I 15'58i_ 25'4"
9 1'10" 339 9953 111 " 66 ' 0 8 5"5 5X5 =5X5
III 1.5X4 a/1.5X4 \\\1.5X4 III 1.5X4
TITI D E F G
512 1.C4 ar 1.S 4
rn M N M
W4
3X6(A1) =3X6(A1)
s°a°3 A 6B ff
L K O
=3X4 =7X6
25'4"
1' 8'3"15 8'5"13 8'6"3 1'
8'3"15 16'9"13 254"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.158 F 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.292 F 999 240 B 1463 /- /- /746 /880 /239
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.043 C - - O 1463 /- /- /746 /880 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.080 C - - Wind reactions based on MWFRS
NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=8.0 Min Req= 1.7
TCDL:4.0 psf O Br Width=8.0 Min Re 1.7
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.496 g q=
P Bearings B&I are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.860 Members not listed have forces less than 375#
Spacing:30.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.578 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 1654-2714 F-G 1327 -2354
Lumber C-ID1454-2523 G-H 1446 -2508
D-E 1337-2371 H-I 1658 -2711
Top chord:2x4 SP 2250f-1.9E; E-F 1221 -2039
Bot chord:2x6 SP#2;
Webs:2x4 SP#2;W2,W4 2x4 SP 2250f-1.9E;
Maximum Bot Chord Forces Per Ply(Ibs)
Special Loads Chords Tens.Comp. Chords Tens. Comp.
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-L 2416-1447 K-1 2414 -1450
TC:From 69 plf at -1.00 to 69 pIf at 26.33 L-K 2039-1221
BC:From 5 pIf at -1.00 to 5 plf at 0.00
BC:From 25 pIf at 0.00 to 25 pIf at 8.70
BC:From 75 pIf at 8.70 to 75 plf at 16.63 Maximum Web Forces Per Ply(Ibs)
BC:From 25 pIf at 16.63 to 25 pIf at 25.33 Webs Tens.Comp. Webs Tens. Comp.
BC:From 5 pIf at 25.33 to 5 pIf at 26.33
L-M 688 -224 F-N 494 -173
Purlins D-M 394 -191 N-G 403 -196
In lieu of structural panels use purlins to brace TC @ yµ�tyngtul M-E 501 -180 N-K 689 -222
rrrn�,
24"oc.
�yCfi �{ yi
Wind `�/��•*■........ •1� '4L;
Wind loads based on MWFRS with additional C&C
member design. •i 1j �; ..
Wind loading based on both gable and hip roof types.
• 0. .08 9
,as SAT 0
E l �
cOA S 01YALa•�'
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222426 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T31
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1457.14620
Truss Label: T4 SSB / WHK 08/10/2021
6'5"5 11'10"8 13'5" 18'10"11 25'4"
r 5 5'5"3 1'7" 5'5"3 6'5"5 ,
.3X4 =3X4
\\\1.5X6
or 1.5X6
D E F G
12
5 1.5X4 ar 1.5X4
C H
Cl)
rn
n LO
B I
6i'3 A J8,
L K M
4X4(131) =5X5 =3X4 =4X4(131)
25'4"
1' 8'6"3 8710 8'6"3 1'
8'6"3 16'9"13 25'4"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.136 K 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.252 K 999 240 B 1210 /- /- /591 1728 /223
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.045 K - - M 1210 /- /- /591 /728 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.082 K - - Wind reactions based on MWFRS
NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=8.0 Min Req= 1.5
TCDL:4.0 psf M Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.853 g q=
P Bearings B&I are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.631 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.240 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 1399-2278 F-G 1063 -1882
Lumber C-ID 1205-2084 G-H 1205 -2086
D-E 1063-1880 H-1 1399 -2280
Top chord:2x4 SP#2; E-F 867-1440
Bot chord:2x4 SP 2250f-1.9E;
Webs:2x4 SP#2;
Maximum Bot Chord Forces Per Ply(Ibs)
Special Loads Chords Tens.Comp. Chords Tens. Comp.
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-L 2028-1223 K-1 2029 -1224
TC:From 55 plf at -1.00 to 55 pIf at 26.33 L-K 1440 -867
BC:From 4 plf at -1.00 to 4 plf at 0.00
BC:From 20 pIf at 0.00 to 20 pIf at 8.70
BC:From 70 plf at 8.70 to 70 plf at 16.63 Maximum Web Forces Per Ply(Ibs)
BC:From 20 pIf at 16.63 to 20 pIf at 25.33 Webs Tens.Comp. Webs Tens. Comp.
BC:From 4 pIf at 25.33 to 4 pIf at 26.33
L-E 753 -319 F-K 756 -320
Wind
Wind loads based on MWFRS with additional C&C �pltinnt44lrrh
member design. H.
Wind loading based on both gable and hip roof types. `� •GE.■S• y'y'�
' 0.708 9
,as SAT 0
E l �
cOA S �NALa•�'
•"W"+
08/11, 1
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oyhervvise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222429 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T19
FROM: Qty: 2 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1457.18830
Truss Label: T5 SSB / WHK 08/10/2021
6'5"5 12'8" 18,101,11 25W'
6'5"5 6'2"11 6711 6'5"5
=4X5
D
12
5 1.5X4 ar 1.5X4
C E
O N
to O
r17 zo
B F
13 A G
I H J
4X4(B1) =3X4 =5X6 =4X4(B1)
25'4"
r 1' 8'6"3 8'3"10 8'6"3 1',
8'6"3 16'9"13 25'4"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.145 1 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.260 1 999 240 B 1256 /- /- /586 1728 /236
BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.051 H - - J 1256 /- /- /586 /728 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.092 H - - Wind reactions based on MWFRS
NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=8.0 Min Req= 1.5
TCDL:4.0 psf J Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.850 g q=
P Bearings B&F are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.794 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.282 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 1405-2414 D-E 1207 -2213
Lumber C-D 1207-2216 E-F 1405 -2412
Top chord:2x4 SP#2; Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord:2x4 SP 2250f-1.9E;
Webs:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp.
Special Loads B-I 2153-1230 H-F 2150 -1230
I-H 1504 -856
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC:From 55 pIf at -1.00 to 55 pIf at 26.33
BC:From 4 pIf at -1.00 to 4 pIf at 0.00 Maximum Web Forces Per Ply(Ibs)
BC:From 20 pIf at 0.00 to 20 pIf at 8.70 Webs Tens.Comp. Webs Tens. Comp.
BC:From 70 pIf at 8.70 to 70 pIf at 16.63 I-D 833 -334 D-H 828 -334
BC:From 20 pIf at 16.63 to 20 pIf at 25.33
BC:From 4 pIf at 25.33 to 4 pIf at 26.33
PLB:From 40 pIf at 11.50 to 40 pIf at 13.83
Wind
pti�nmtsun►n
Wind loads based on MWFRS with additional C&C 1Mw t �4qf
member design.
`1 y
Wind loading based on both gable and hip roof types. ��`�•+•♦•GE••s,�* f wry.`
i
0.T08 9
•os SAT O ;�
•
Coa 1jZ21YAt ,a��
• +
(8/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222463 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T58
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1457.24563
Truss Label: T5 SSB / WHK 08/10/2021
6'S"5 12'8" 18'10"11 25'4"
r 6'5"5 6'2"11 62"11 6'5"5 ,
=4X5
D
12
5 I� 1.5X4 io 1.5X4
C E
N
� O
B F
A �8,
H G I
4X4(131) =3X4 =5X6 =4X4(B1)
25'4"
1' 8'6"3 8'3"10 8'6"3
8'6"3 16'9"13 25'4"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.144 H 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.259 H 999 240 B 1258 /- /- /586 1729 /223
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.050 G - - 1 1195 /- /- /523 /675 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.090 G - - Wind reactions based on MWFRS
NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=8.0 Min Req= 1.5
TCDL:4.0 psf I Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.851 g q=
P Bearings B&F are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.793 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.288 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 1408-2417 D-E 1215 -2223
Lumber C-D 1210-2219 E-F 1414 -2422
Top chord:2x4 SP#2; Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord:2x4 SP 2250f-1.9E;
Webs:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp.
Special Loads B-H 2156-1233 G-F 2162 -1240
H-G 1507 -859
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC:From 55 plf at -1.00 to 55 pIf at 25.33
BC:From 4 plf at -1.00 to 4 plf at 0.00 Maximum Web Forces Per Ply(Ibs)
BC:From 20 pIf at 0.00 to 20 pIf at 8.70 Webs Tens.Comp. Webs Tens. Comp.
BC:From 70 plf at 8.70 to 70 plf at 16.63 H-D 833 -334 D-G 836 -341
BC:From 20 pIf at 16.63 to 20 pIf at 25.33
PLB:From 40 plf at 11.50 to 40 pIf at 13.83
Wind
Wind loads based on MWFRS with additional C&C �t ��
1t1naIlIN11,
member design. X<0
W H* r•
Wind loading based on both gable and hip roof types. •.GE.•�• f'n'�,��
•
0.708 1 _
•as SAT
cOA/t Al.
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222571 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T32
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES DrwNo: 222.21.1457.26470
Truss Label: T6 SSB / WHK 08/10/2021
T112 12'8" 18'3" 24'1"8 24'1i1"8
T1"12 5'6"4 57" ?I 10"8 10�
=4x4
E
12 3X4 z 3X4
5 D F
N
,3X4 =5X8
C =4X5
G H
4B nTn
ss A I 18
O N M L K J w
1114X6(G1) =3X4 =5X6 =3X4 =4X5(**)
=X5 =3X3
0 2
12
24'11"8
1' 8" 56"4 5'9"12 5'10"8 6'1"8
Ir174" 6'10"4 12"1 18'6"8 24'8" ;
H �3,8
6" 24''11"6
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.081 D 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.151 D 999 240 B 994 /- /- /565 /586 /218
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.036 K - - 1 937 /- /- /490 /550 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.067 K Wind reactions based on MWFRS
NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=8.0 Min Req= 1.5
TCDL:4.0 psf I Br Width=3.5 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TIC CSI: 0.536 g q=
P Bearings B&I are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.621 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Fee:Yes Max Web CSI: 0.403 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 1182-2025 E-F 811 -1258
Lumber C-D 1055-1801 F-G 1007 -1731
D-E 811 -1257 G-H 655 -1105
Top chord:2x4 SIP#2;
Bot chord:2x4 SP#2;
Webs:2x4 SP#2; Maximum Bot Chord Forces Per Ply(Ibs)
Lt Stub Wedge:2x4 SIP#2; Chords Tens.Comp. Chords Tens. Comp.
Plating Notes B-O 1787-1077 M-L 1541 -859
O-N 1765-1094 L-K 1137 -677
(**)1 plate(s)require special positioning.Refer to N-M 1605 -896
scaled plate plot details for special positioning
requirements.
Maximum Web Forces Per Ply(Ibs)
Wind Webs Tens.Comp. Webs Tens. Comp.
Wind loads based on MWFRS with additional C&C D-M 429 -572 G-K 670 -944
member design. E-M 626 -342 K-H 1644 -961
Right end vertical not exposed to wind pressure. M-F 385 -497 J-1 543 -924
Wind loading based on both gable and hip roof types. t�.rrhr'I',r>y> L-G 413 -179 J-H 503 -951
Ih-11 .14 r>.
•
!�
0.708 1
•at SAT 0
cOA 6 AL
anis"i
08/1 1/202 1
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oyherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLlneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222592 COMN Ply: 2 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T41
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1457.28103
Truss Label: T7 SSB / WHK 08/10/2021
2 Complete Trusses Required
_ 3'9"4 _ 8'2"10 12'8" 22'1"8 29'8" _
3's"4 4'5"6 T''% 4'7" 4'10"8 7%
=5X5
E
12 ,3X4 3X4
5 F--- D F
rn
%C4 =7X6 =-3X4 =4X5
G H I
Is,o y3 A P O N M L K8.
=_3X4 Al =5X5 -3X4 =5X8 -3X5 -3X4 =-5X5 112X60
( )
0 2
12
29'8"
H it 2's"12 4's"6 4'8"14 4'10"8 4'10"8 36 2'9"12
3'512 7'11"2 12'8" 17'6"8 22'S" 26'2"4 N.
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.195 G 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.363 G 976 240 B 1181 /- /- /- 1717 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.066 J - - Q 1075 /- /- /- /730 /-
Des Ld: 37.00 M C Kzt:NA ea HORZ(TL): 0.122 J Wind reactions based on MWFRS
Mean Height:15.00 ItBuildin Code: Cree Factor:2.0 B Brg Width=8.0 Min Req= 1.5
NCBCLL:0.00 TCDL:4.0 psf g p
FBC 7th Ed.2020 Res. Max TC CSI: 0.153 Q Brg Width=8.0 Min Req= 1.5
Soffit: 2.00 BCDL:4.0 psf Bearings B&Q are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.783 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 It Rep Fac:No Max Web CSI: 0.371 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 864-1460 F-G 910 -1503
Lumber C-ID706-1180 G-H 1649 -2709
D-E 552 -913 H-1 1014 -1586
Top chord:2x6 SP 2400f-2.OE; E-F 555 -916
Bot chord:2x4 SP#2;
Webs:2x4 SP#2;
Maximum Bot Chord Forces Per Ply(Ibs)
Nailnote Chords Tens.Comp. Chords Tens. Comp.
Nail Schedule:0.128"x3",min.nails B-P 1303 -765 N-M 1365 -822
Top Chord:1 Row @12.00"o.c. P-O 1253 -743 M-L 2790 -1707
Bot Chord:1 Row @12.00"o.c. O-N 1080 -642 L-K 1703 -1096
Webs :1 Row @ 4"o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting. Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Special Loads
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) E-N 39 7 -647 H-K 294 424
TC:From 55 plf at -1.00 to 55 plf at 26.77 N-F 7 - 47 K-I 1645 -1051
TC:From 28 plf at 26.77 to 28 plf at 29.67 *►{t11�i1flt INl�rlfrf/A M-G 894-1432 I-J 354 -519
BC:From 4 plf at 1.00 to 4 plf at .00 H• , dry L-H 1047 -576
3
BC:From 20 plf at 0.00 to 20 plf at .48 t•' A"'"'r'rr
BC:From 20 plf at 3.48 to 20 plf at 26.19 ��/ �e•r+►` `"'•. f �'L;
BC:From 10 plf at 26.19 to 10 plf at 29.67 E S ``
TC: 11 lb Conc.Load at 26.77 •:
TC: 28 lb Conc.Load at 28.77
BC: 23 lb Conc.Load at 26.77 ; O 7148
BC: 18 lb Conc.Load at 28.77
Wind s
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure. y ,p�• :(�
Wind loading based on both gable and hip roof types. '••�� � �
co 0 AL
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint otYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLlneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222597 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T46
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1457.30017
Truss Label: T8 SSB / WHK 08/10/2021
128" 201"8 24' 28'118 34'7"8 39'10"
7'0"8 7'5"8 3'10"8 4'11"8 5'8" 52"8
=5X5
E
T ;3X4
T
=3X8
�3X4 =5X6 =3X8 T3 =H0514
°' D F G H I N
m
to (a) T zoo
vA B a) JK Ne°aQ P O N 1 8'
=5X5 =5X8 =3X8 =5X6
=4X7(F3) =6X8 1111.SX4 =3X5(BR)
0 2
12
294" 10'6"
4'8" 7'4" T9"8 3'10"8 4'8" 5 ;12 5'4"4 1'.
8' S'4" 12'8" 20'S"8 244' 29' 34'S"12 39'10"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.159 P 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.296 P 999 240 B 946 /- /- /- /569 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.060 M - - M 2481 /- /- /- /1491 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.111 M R 325 /-186 /- /- /50 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf B Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.748 g q=
p TPI Std: 2014 Max BC CSI: 0.774 M Brg Width=8.0 Min Req= 1.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 R Brg Width=8.0 Min Req= .5
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.881 Bearings B,M,&J are a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1.33 WAVE,HS VIEW Ver:20.02.01A.1209.10 Chords Tens.Comp. Chords Tens. Comp.
Lumber Additional Notes B-C 1500-2554 F-G 881 -1570
Top chord:2x4 SP#2;T3 2x4 SP 2250f-1.9E; Negative reaction(s)of-186#MAX.from a non-wind C-D 1454-2506 G-H 464 -291
Bot chord:2x4 SP#2; load case requires uplift connection.See Maximum D-E 802-1341 H-I 2365 -1374
Webs:2x4 SP#2; Reactions. E-F 805-1344 I-J 672 -317
Lt Slider:2x4 SP#2;block length= 2.363' Shim all supports to solid bearing.
Bracing Maximum Bot Chord Forces Per Ply(Ibs)
(a)1 x4#3SRB SPF-S or better"T"reinforcement. Chords Tens.Comp. Chords Tens. Comp.
80%length of web member,attached with 8d Box or B-Q 2312-1337 N-M 1397 -2409
Gun(0.113"x2.5",min.)nails @ 6"oc.or(1) Q-P 2224-1306 M-L 222 556
continuous lateral restraint equally spaced on P-O 2224 1306 L-J 222 -556
member.
68
Special Loads Maximum Web Forces Per Ply(Ibs)
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp.
TC:From 55 plf at -1.00 to 55 pIf at 30.77 ygin�rntu+a�a�, Q-D 488 -118 O-G 2008 -1157
TC:From 28 plf at 30.77 to 28 plf at 34.62 �h�
TC:From 55 plf at 34.62 to 55 plf at 40.83 �y� H. 4�'�ir�� D-P 649-1082 G-N 647 -1016
BC:From 4 plf at -1.00 to 4 plf at 0.00 ,T��■.+....�`1� 4, E-P 604 -154 N-H 2040 -1146
BC:From 20 pIf at 0.00 to 20 plf at 5.33 +••'�E s••. f0 : P-F 309 -536 H-M 794 -1076
BC:From 20 pIf at 5.33 to 20 plf at 24.33 e 4 '% F-O 549 -717 M-1 1259 -2177
BC:From 20 pIf at 24.33 to 20 plf at 29.00 �+
BC:From 10 pIf at 29.00 to 10 plf at 34.62 i
BC:From 20 pIf at 34.62 to 20 pIf at 39.83 p.708 9
BC:From 4 pIf at 39.83 to 4 pIf at 40.83 - z
TC: 98 lb Conc.Load at 30.77,32.77 * ;
TC: 156 lb Conc.Load at 34.62 •
BC: 68 lb Conc.Load at 30.77,32.77 `S SAT O
BC: 27 lb Conc.Load at 34.62 ;
Wind
Wind loads and reactions based on MWFRS. s�+ ' L
Wind loading based on both gable and hip roof types. COA O�i N
■""1
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222600 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T40
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1457.31583
Truss Label: T9 SSB / WHK 08/10/2021
11"8 220"8 28'11"8 32'7"8 39'10"
7'7"8 5'0"8 5% 3'11" 6'11 3-8" T2"8
5X5
E
T 12
5 %3X4 =5X6 =3X5 =3X8 =5X8
D F G H I
N
� O
T4 v io�3X4 a) m
Cl)
risTA B Q P O N J K�
sa -5X5 =3X8 =3X5 =5X8 Kr 8'
4X7(F3) =6X8 1111.5X4 =3X5(BR)
0 2
12
294" 10'6"
8" 6'8" 5'4" 5'9" 3'11" 6'8" 3'5"12 74"4 1
8 7'4" 12'8" 18'5" 22'4" 29' 32'5"12 39'10"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): -0.249 C 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.337 C 999 240 B 940 /- /- /584 /565 /258
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.108 C - - M 2276 /- /- /1116 /1293 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.146 C R 218 /-374 /- /218 /248 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf B Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.877 g q=
p TPI Std: 2014 Max BC CSI: 0.786 M Brg Width=8.0 Min Req= 1.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 R Brg Width=8.0 Min Req= .5
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Yes Max Web CSI: 0.912 Bearings B,M,&J are a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 Chords Tens.Comp. Chords Tens. Comp.
Lumber B-C 1375-2615 F-G 1093 -1644
Top chord:2x4 SP#2;T4 2x4 SP 2250f-1.9E; C-D 1387-2378 G-H 429 -473
Bot chord:2x4 SP#2; D-E 871 -1358 H-1 1871 -861
Webs:2x4 SP#2; E-F 853-1350 I-J 1235 -524
Lt Slider:2x4 SP#2;block length= 2.363'
Bracing Maximum Bot Chord Forces Per Ply(Ibs)
(a)1 x4#3SRB SPF-S or better"T"reinforcement. Chords Tens.Comp. Chords Tens. Comp.
80%length of web member,attached with 8d Box or B-Q 2187-1173 N-M 1081 -1909
Gun(0.113"x2.5",min.)nails @ 6"oc.or(1) (�-P 2104-1142 M-L 588 -1105
continuous lateral restraint equally spaced on P-O 2104 1142 L-J 588 -1103
member.
O-N 600 -315
Wind
Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(Ibs)
member design. OOmf�rntru�trnrl�� Webs Tens.Comp. Webs Tens. Comp.
Wind loading based on both gable and hip roof types. ��,v' H, 4r . O-D 502 -132 O-G 1215 -667
Additional Notes ,y f#e+•`"�••"••� f L, D-P 687 -993 G-N 637 -939
N. i� GE ,y '. `f� P-F 462 -558 N-H 2404 -1353
Negative reaction(s)of-374#MAX.from a non-wind �' � '• E-P 719 -402 H-M 751 -1093
load case requires uplift connection.See Maximum i ' F-O 381 -534 M-1 633 -1212
Reactions. g O 108 .�
Shim all supports to solid bearing. 3
i •
•oz SAT O :� '
BOA ° �°NaLs..
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222603 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T42
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1457.38450
Truss Label: T10 SSB / WHK 08/10/2021
4'8" 9'5"12 12'8"_i_ 16'1"8 20'0"8 24'8" 307"8 _i_ 35'1"7 i_ 39'10"
4'8" 4'9"12 3'2"4 3'5"8 3'11" 4'7"8 5'11"8 4'5"15 4'8"9
5X5
F
12 1111.5X4 =5X5 =3X4 =4X4 =5X8
5 F--- E G H I J
w =1.5X4 1.5X4 T N
rn 3XC4 D (a) K -coo
v
T B R Q P L
s;3 A =5X12 =3X8 =5X6 E I M 1 g
_4X7(F3) =5X5=3X4 =3X5(B
2 1)
0
12
29'4" 10'6"
8" '0'12 I 88 11 7" 92 8
' 4 29' 30'8'4 1634 8 1
39'10"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.155 E 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.297 E 999 240 B 928 /_ /_ /598 /535 /258
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.066 O - - O 2367 /- /- /1125 /1406 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.128 O S 160 /-395 /- /253 /270 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf B Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.746 g q=
O Brg Width=8.0 Min Req=2.8
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.964 S Brg Width=8.0 Min Req= 1.5
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Yes Max Web CSI: 0.720 Bearings B,O,&L are a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 Chords Tens.Comp. Chords Tens. Comp.
Lumber B-C 1471 -2561 G-H 896 -1592
Top chord:2x4 SP#2; C-D 1475-2440 H-1 414 -828
Bot chord:2x4 SP#2; D-E 1099-2073 I-J 1697 -945
Webs:2x4 SP#2; E-F 1219-2065 J-K 1388 -787
Lt Slider:2x4 SP#2;block length= 2.363' F-G 1056-1809 K-L 1192 -525
Bracing
(a)1 x4#3SRB SPF-S or better"T"reinforcement. Maximum Bot Chord Forces Per Ply(Ibs)
80%length of web member,attached with 8d Box or Chords Tens.Comp. Chords Tens. Comp.
Gun(0.113"x2.5",min.)nails @ 6"oc.or(1) B-R 2267-1286 P-O 459 535
continuous lateral restraint equally spaced on R-Q 1267 -451 O-N 459 --535
member.
1253
Q-P 905 -291 N-L 522 -1061
Wind
Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(Ibs)
member design. �µppsrnntulrr+a�,�� Webs Tens.Comp. Webs Tens. Comp.
Wind loading based on both gable and hip roof types. pA {• , � r� D-R 460 -368 P-1 1472 -712
Additional Notes eery'.■••••■••�/�� f�'��y R-F 1033 -580 1-0 1027 -1623
� eeL`E 3 • �y F-Q 637 -340 O-J 725 -1196
Negative reaction(s)of-395#MAX.from a non-wind .' 4 G-Q 585 -871 J-N 398 -160
load case requires uplift connection.See Maximum �• + Q-H 857 -520 N-K 449 -462
Reactions. H-P 503 -707
Shim all supports to solid bearing. U• .08 9
r ■
•
,as SAT 0
E l �
cOA S 01YALa•�'
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222606 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T45
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1457.53720
Truss Label: T11 SSB / WHK 08/10/2021
5'9"12 12'8" 14�"8 18'0"8 23'4" 28'7"8 34""15 � 39'10"
5'9"12 6.10"4 1'S 8 3'11" 5'3"8 5'3"8 5'6"7 5'8"1
5X5
D=5X5 =3X4 =3X5 =5X6
T 12 E F G H
5
3X4 �3X5
rn C I N
to (V O
17
In
T Q P O
ca A B R =5X5 =3X8 =5X6 N J K 8'
II 1.5X4 =4X4
%5X6(G1) 0 2 =5X8 III 1.5X6 =3X5(B1)
12
39'10"
i_ 5'8" 2'11"4i 4'0"12 5'3"8 5'4"8 5'3"11 5'6"5 1�
11'4" 14-3"4 1841' 23'7"8 29' 34'3"11 39'10"
A
8
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.136 Q 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.252 Q 999 240 B 868 /- /- /565 /522 /258
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.054 M - - M* 208 /- /- /114 /121 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.101 M L /-843
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf B Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.779 g q=
P M Brg Width=130 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.594 Bearings B&M are a rigid surface.
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Yes Max Web CSI: 0.988 Members not listed have forces less than 375#
Loc.from endwall:Any FT/RT:20(0)/5(0) Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber B-C 1313-2258 F-G 533 -710
C-D 899-1544 G-H 453 -176
Top chord:2x4 SP#2; D-E 878-1330 H-1 1953 -957
Bot chord:2x4 SP#2; E-F 817-1229 I-J 436 -178
Webs:2x4 SP#2;
Lt Stub Wedge:2x4 SP#2;
Maximum Bot Chord Forces Per Ply(Ibs)
Wind Chords Tens.Comp. Chords Tens. Comp.
Wind loads based on MWFRS with additional C&C B-R 2041 -1126 O-N 351 -400
member design. R-Q 2049-1136 N-M 1054 -1643
Wind loading based on both gable and hip roof types. Q-P 1165 -479 M-L 225 -405
P-O 770 -335
Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
e0e•0
•`•pGlrtE+�tn�.u.lrrrn`�,1�",[ C-Q 555 -662 G-N 679 -1 015No Q-D 570 -260 N-H 1479 -826
E-P 352 - H-M 1 -10
P-F 598 -313 M-I 1031 -1602S 16� F-O 453 -648 I-L 970 -441
•
O-G 1278 -678
' 0. .08 9 1.
,as SAT 0
E l �
cOA S 01YALa•�'
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,hand linp,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_g Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional ancLsneering responsibility solely or the design shown.The suitability and use of g is Suite 305
drawing for any s ructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222618 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T56
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1457.55873
Truss Label: T12 SSB / WHK 08/10/2021
r 5'0"8 10'1" 13'2"8 19'8"12 26'7"8 29' 34'1"15 39'10"
5'0"8 5'0"8 3'1"8 6'6"4 6'10"12 2'4"8 5'1"15 5'8"1
=6X8 1112X4 =6X8
E F G
12 ,3X4 3H4
5 � D T
v
3X4 —1 3X4
o C I n
to 0
i�s^a°3 A B R =7X6 =3X4 =7X10 SRS) J K 8'
111.5X4 N
4X7(A1) 0 2 =3X4 _6X8 1111.5X4 =4X5(A1)
12
39'10"
i_ 4'2"12 __ 4'10"12 _ T5" 6'8" 6 9„ 2'4"8 5'3"11 5
4'10"12 9'9"8 137' 19'10"8 26'7"8 29' 34'3"11 3910"
8
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.246 F 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.459 F 999 240 S 1560 /- /- /934 /917 /267
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.123 L - - J 1558 /- /- /946 /913 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.228 L Wind reactions based on MWFRS
NCBCLL: 10.00 Building Code: Creep Factor:2.0 S Brg Width=8.0 Min Req= 1.8
TCDL:4.0 psf J Br Width=8.0 Min Re 1.8
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.200 g q=
P Bearings S&J are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.869 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Yes Max Web CSI: 0.724 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 2652-4575 F-G 2254 -3671
Lumber C-ID2629-4542 G-H 1756 -2793
D-E 2136-3563 H-1 1722 -2834
Top chord:2x6 SP 2400f-2.OE; E-F 2267-3684 I-J 1876 -3200
Bot chord:2x6 SP#2;
Webs:2x4 SP#2;
Maximum Bot Chord Forces Per Ply(Ibs)
Wind Chords Tens.Comp. Chords Tens. Comp.
Wind loads based on MWFRS with additional C&C B-R 4190-2351 O-N 2606 -1324
member design. R-Q 4219-2370 N-M 2609 -1376
Wind loading based on both gable and hip roof types. Q-P 4104-2194 M-L 2900 -1626
P-O 3262-1659 L-J 2902 -1624
Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Q-D 808 -400 E-O 493 -300
„�` D-P 697-1096 O-G 1293 -699
.•� E...S.• �.,�
.•� /C)
0.708 9
,os S AT O
1p
:w
COA NAL ,a•,
"+• +
(8/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE
J
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222625 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T33
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1457.57750
Truss Label: T13 SSB / WHK 08/10/2021
3'10" 8'9" 15'2"8 21'8"12 24'7"8 29' 34'2"12 39'10"
310 4'3" 7'1"8 6'6"4 2'10"1 N' 5'2"12 5-7"4
=7X8 1111.5X4 =6X8
E F G
T12 a 3X4
5 H
2 3X4
D
o a 7X6
io o7X6 a) I n
t B J
rziTA Q P O K
6"3"3 =-5X6 =3X5 =5X10(SRS) N
=_4X7(F1) B3 =6X8 1111.SX4 —4X5(A2)
0 2 =3X4
12
39'10"
7'18 7'5" 6'8" 2'9" 4'4"8 5'3"11 56"5 1'�
7'98 15'2"8 21'10"8 24'7" 29' 34'3"11 39'10.,
8
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.235 D 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.438 D 999 240 B 1559 /- /- /939 /916 /303
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.130 L - - J 1558 /- /- /951 /912 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.242 L Wind reactions based on MWFRS
NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=8.0 Min Req= 1.5
TCDL:4.0 psf J Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TIC CSI: 0.266 g q=
P Bearings B&J are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.603 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.98 ft Rep Fee:Yes Max Web CSI: 0.924 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 2474-4190 F-G 1767 -2762
Lumber C-D 2632-4546 G-H 1676 -2680
D-E 1779-2980 H-1 1694 -2784
Top chord:2x6 SP 2400f-2.OE; E-F 1774-2768 I-J 1818 -3114
Bot chord:2x4 SP 2250f-1.9E;B3 2x4 SP#2;
Webs:2x4 SP#2;
Maximum Bot Chord Forces Per Ply(Ibs)
Bracing Chords Tens.Comp. Chords Tens. Comp.
(a)2x4#3 or better"T"reinforcement.80%length of B-Q 3774-2159 N-M 2570 -1357
web member,attached with 10d Box or Gun Q-P 4141 -2269 M-L 2796 -1565
(0.128"x3",min.)nails @ 6"oc,or(1)continuous P-O 2687-1324 L-J 2798 -1563
lateral restraint equally spaced on member.
O-N 2462-1206
Wind
Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(Ibs)
member design. Webs Tens.Comp. Webs Tens. Comp.
Wind loading based on both gable and hip roof types. C-Q 490 -166 E-P 649 -247
�µpti�nmtsufUnf,���r Q-D 668 -253 O-G 731 -383
D-P 991 -1524
�3 r
•�pu■■■• f 4r
• Y- i
i
0.T08 9
•os SAT O ;�
ip
• ' k,
COa 1jZ21YAL ,a��
• +
0s/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oyherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222629 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T50
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1457.59600
Truss Label: T14 SSB / WHK 08/10/2021
6'04 11'7"12 _1_ 1T28 22'7"8 _1_ 29' _1_ 34'2"12 39'10" _
r 6'0"4 5'7"8 5'6"12 5'5" 648 62"12 5'7"4
=6X6 =6X6
E F
t 512
3 D \3G
v
eo 0 7X6 -7X6
r H do
B I
A
< ca B1 =H0510 82 D =5X8 =5X5 L K
= J �8
_4X7(F1) =3X4 =6X8 1111.5X4 =4X5(A2)
0 2
12
39'10"
5'6"12 6' 66"4 5'1"8 5'3"11 _ _ 56"5 _ 11�
5'9"8 11'4"4 17'4"4 23.10"8 29' 34'3"11 39'10"
8"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.229 O 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.427 O 999 240 B 1559 /- /- /939 /915 /338
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.129 K - - 1 1558 /- /- /951 /910 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.240 K - - Wind reactions based on MWFRS
NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=8.0 Min Req= 1.5
TCDL:4.0 psf I Br Width=8.0 Min Re 1.8
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.287 g q=
P Bearings B&I are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.798 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Yes Max Web CSI: 0.800 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE,HS VIEW Ver:20.02.01A.1209.10 B-C 2574-4474 F-G 1641 -2647
Lumber C-ID1964-3305 G-H 1700 -2790
D-E 1565-2501 H-1 1806 -3101
Top chord:2x6 SP 2400f-2.OE; E-F 1509-2261
Bot chord:2x4 SP#2;131,132 2x4 SP 2250f-1.9E;
Webs:2x4 SP#2;
Maximum Bot Chord Forces Per Ply(Ibs)
Wind Chords Tens.Comp. Chords Tens. Comp.
Wind loads based on MWFRS with additional C&C B-P 4063-2261 M-L 2584 -1369
member design. P-O 3931 -2200 L-K 2780 -1551
Wind loading based on both gable and hip roof types. O-N 3009-1576 K-1 2782 -1549
N-M 2248-1066
Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
P-C 690 -283 D-N 643 -932
�11tiMt;11iY111FlIl�lfh�l��,f C-O 649 -948 E-N 650 -329
��w i H• ��rf O-D 466 -172 F-M 669 -338
lv' i
a.708 1
• r
•o% S AT O
-A A
COAN%Z2 NAIL
(8/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLlneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222640 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T26
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1458.43173
Truss Label: T15 SSB / WHK 08/10/2021
3'11"4 8'11"3 14'0"13 19'2"8 20' 8 25'7" 29' 34'1"15 39'10"
3'11"4 4'11"15 5'1"11 5'1"11 1'5 275'" 29". 5'1"15 5'8"1
=6X6
=6X6
F G
3X4 IM4
12 E H
5 3X4
7X6
D
SO 7X6
III1.5X4 J
c
B K
A L
ca B1 R =—SDX6 =3X10 =5X5 N B5 M �8
=4X7(Fl)_SX10(SRS) =6X8 =4X5(A2)
0 2 111.5X4
12
39'10"
1' 3'1"8 8' 6'4"8 3'1"8 5'3
it 3'9"8 11'6" 19'6" 25'10"8 29' 34'3"11 39'10"
8
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.242 E 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.450 E 999 240 B 1557 /- /- /934 /914 /373
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.119 M - - K 1556 /- /- /946 /909 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.221 M Wind reactions based on MWFRS
NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=8.0 Min Req= 1.5
TCDL:4.0 psf K Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.590 g q=
P Bearings B&K are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.956 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Yes Max Web CSI: 0.895 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 2412-4212 G-H 1355 -2065
Lumber C-ID2445-4060 H-1 1705 -2715
D-E 1852-3033 I-J 1687 -2778
Top chord:2x6 SP#2; E-F 1396-2138 J-K 1817 -3117
Bot chord:2x4 SP#2;131,135 2x4 SP 2250f-1.9E; F-G 1358-1946
Webs:2x4 SP#2;
Wind Maximum Bot Chord Forces Per Ply(Ibs)
Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp.
member design. B-R 3791 -2113 O-N 2558 -1345
Wind loading based on both gable and hip roof types. R-Q 3087-1689 N-M 2803 -1566
Q-P 2464-1250 M-K 2804 -1565
P-O 2446-1223
Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
nflrntlu D-Q 47722 -548 P-G 594 -351
Q-E 670 -342 P-H 561 -785
, �*•E'Se.
r.e• E-P 573 -759 H-O 567 -297
of ; 0
o.7108 1 = _
:,. l .'ww�
COA S O,NAL 49
I't
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222647 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T34
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1458.58437
Truss Label: T16 SSB / WHK 08/10/2021
7'10" 19'11" 23'10"12 27'11"10 34'115 39'10"
r 7'10" 5'11"6 6'1"10 3'11"12 4'0"14 6'2"5 5'8"1
=5X6
F
IM4
G
12 SXS
5 � \5H5
r 3X4 m
m (e) -3X4 rn
1111.5X4
C
B J
ca A K 8'
1117X6((G1))Q =5X6 B3 =3X8 INM L R
5X10(SRS) B4 III1.5X4 =4X6(132)
0 2 NX5
12 =5X10(SRS)
39'10"
1' 1'1"8 9'0"12 9'0"12 7'11"8 1'1"8 5'3"11 5'6"5 1'
1'"8 10'10"4 19'11" 27'10"8 2 34'3"11 39'10"
H
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.248 O 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.462 O 999 240 B 1553 /- /- /927 /913 /386
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.100 L - - R 1561 /- /- /944 /913 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.186 L Wind reactions based on MWFRS
NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=8.0 Min Req= 1.5
TCDL:4.0 psf R Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.790 g q=
P Bearings B&J are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.956 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Yes Max Web CSI: 0.915 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 2026-3608 F-G 1350 -1992
Lumber C-ID2095-3502 G-H 1824 -2776
D-E 1759-2885 H-1 1665 -2744
Top chord:2x4 SP#2; E-F 1337-2025 I-J 1782 -3055
Bot chord:2x4 SP 2250f-1.9E;133,64 2x4 SP#2;
Webs:2x4 SP#2;
Lt Stub Wedge:2x4 SP#2; Maximum Bot Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Bracing B-Q 3206-1778 N-M 2551 -1314
(a)1 x4#3SRB SPF-S or better"T"reinforcement. Q-P 2882-1611 M-L 2749 -1543
80%length of web member,attached with 8d Box or P-O 2342-1197 L-J 2748 -1539
Gun(0.113"x2.5",min.)nails @ 6"oc.or(1)
continuous lateral restraint equally spaced on O-N 2127-1036
member.
Maximum Web Forces Per Ply(Ibs)
Wind Webs Tens.Comp. Webs Tens. Comp.
Wind loads based on MWFRS with additional C&C member design. Q-D 441 -267 F-O 1207 751
�{111�1rntlullrn D-P 422 -410 O-G 497 -615
Wind loading based on both gable and hip roof types. H* rf!►i P-E 575 -272 G-N 759 -515
f Ll r E-O 579 -736
o.7108 1 = _
COA S ONAL I't
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oyherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222720 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T27
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1459.00017
Truss Label: T17 SSB / WHK 08/10/2021
P 6'10"2 13'3"15 19'11" 24'6" 294"11 32'11"14 39'10"
6'10"2 6'5"13 6'7"1 4'7" 4'10"11 372 6'10"2
1113X6
=7X6
EF
3X4
G
12 �7X6
5 D z7X6
H
0 3X4 1 3X4 N
Zo C I b
etT B J
_1L ta A CN K 8'
T B2 S R Q P =5X8 M L
4X5(A2) =5X5 =5X8 1111.5X4 =4X12 1111.5X4 =4X5(A2)
=4X10 -3X4
1111.5X4
39'10"
6'5"13 _i_ 6'5"13 _i_ 4'10" _i_ _i_ 37"2 _i_ 68"6 _i 1
6'8"6 13'23 19'8" 24'6" 29'6"7 33'1.10 39'10"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.208 Q 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.387 Q 999 240 B 1555 /- /- /944 /909 /386
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.091 L - - J 1555 /- /- /944 /909 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.170 L Wind reactions based on MWFRS
NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=8.0 Min Req= 1.5
TCDL:4.0 psf J Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.445 g q=
P Bearings B&J are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.755 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Yes Max Web CSI: 0.850 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 1809-3100 F-G 1474 -2252
Lumber C-ID1599-2613 G-H 1759 -2865
D-E 1461 -2291 H-1 1718 -2794
Top chord:2x6 SP#2; E-F 1297-1856 I-J 1795 -3076
Bot chord:2x4 SP 2250f-1.9E;B2 2x4 SP#2;
Webs:2x4 SP#2;
Maximum Bot Chord Forces Per Ply(Ibs)
Wind Chords Tens.Comp. Chords Tens. Comp.
Wind loads based on MWFRS with additional C&C B-T 2786-1545 P-N 2595 -1275
member design. T-S 2784-1547 M-L 2761 -1531
Wind loading based on both gable and hip roof types. Q-P 2006 -877 L-J 2762 -1530
Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-S 379 -497 F-P 552 -374
111111nllssNltrh S-Q 2320-1187 P-G 578 -852
I �yr�� ED-Q 821 -445 N-M 2559 -1351
o.7108 1 = _
•
•oz SAT O :� '
BOA ° ONaL s..
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLlneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222724 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T36
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1459.01540
Truss Label: T18 3 SSB / WHK 08/10/2021
2'2"1 5
it 6 "6 1 "15 18'01"413r 246 294" 1 '0"140 36'9"160',
28 410116'99" 63639 31 7X6
1113X5 =6X8
E F G
3X4
3X4 H
12
5 � 3X4
I
7X6 7X6 in
ro C J
ro
T B K
J_ea A _3Q op L
4X5(A2) ll =5X12 =5IRS X8 =5X8 =4X12 M =4X5(A2)
39'10"
6'5"13 _i_ 6'5"13 _i_ 211, _ 2'8'13�_ _i_ 3'7"2 _i_ 68"6 _1 1'
6'8"6 13'2"3 19'8" 21'9 24'6" 29'6"7 33.110 39'10.,
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.224 O 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.417 O 999 240 B 1557 /- /- /949 /910 /353
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.102 M - - K 1557 /- /- /949 /910 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.190 M Wind reactions based on MWFRS
NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=8.0 Min Req= 1.8
TCDL:4.0 psf K Br Width=8.0 Min Re 1.8
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.420 g q=
P Bearings B&K are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.848 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Yes Max Web CSI: 0.844 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 1818-3113 G-H 1571 -2404
Lumber C-ID1587-2592 H-1 1765 -2871
D-E 1515-2376 I-J 1721 -2796
Top chord:2x6 SP#2; E-F 1463-2173 J-K 1796 -3077
Bot chord:2x4 SP#2; F-G 1465-2177
Webs:2x4 SP#2;
Plating Notes Maximum Bot Chord Forces Per Ply(Ibs)
All plates are 1.5X4 except as noted. Chords Tens.Comp. Chords Tens. Comp.
Wind B-U 2799-1554 Q-O 2604 -1282
U-T 2797-1555 N-M 2760 -1530
Wind loads based on MWFRS with additional C&C R-Q 2198-1006 M-K 2761 -1529
member design.
Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C-T 410 -515 Q-H 602 -888
N1i��Y111p11!rh�l���i T-R 2303-1179 H-O 761 -401
��w H• ,y F-R -383 O-N 2570 -1363
`�.•��GE.•S•� rfi��G G-Q 584 584 -382
s
a.708 1
• r
•o% SAT O
COAN%Z2 NAIL
(8/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE
J
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLlneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222728 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T3
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1459.02917
Truss Label: T19 SSB / WHK 08/10/2021
5'S"10 10'9"6 16'0"13 19'6"4 23'9"3 24'7"12 29'0"10 34'4"6 39'10"
5'5"10 5'3"13 5'3"6 3'5"7 4'2"15 1 "9 4'4"14 5'3"13 65"10
III 1.5X4
:5X8 III 1.5X4 =5X5
E F G H
12 o3X4 3X4
5 D I
rn
N 5X5 5X5
C J r,
B K
ca A O L �8
3X5(131) -5X5 =3X4 =5X5 —56X6 =3X4 =3X5(B1)
=6X6
19'6" 52" 152"
�8'1"11 7'11"2 37"3 4'10" 7'2"5 8'1"111 11�
8'1"11 16'0"13 19.8" 24'6" 31'8"5 39'10"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): -0.049 C 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.080 S 999 240 B 762 /- /- /513 /514 /318
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.041 N - - Q 1055 /- /- /761 /487 /-
EXP:C Kzt:NA
Des Ld: 37.00 Mean Height:15.00 ft ( )HORZ TL: 0.046 N N 789 /- /- /550 /396 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 T 606 /- /- /512 /429 /-
TCDL:4.0 psf Wind reactions based on MWFRS
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.489
p TPI Std: 2014 Max BC CSI: 0606 B Brg Width=8.0 Min Req= 1.5
.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Q Brg Width=4.0 Min Req= 1.5
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Yes Max Web CSI: 0.719 N Brg Width=4.0 Min Req= 1.5
Loc.from endwall:Any FT/RT:20(0)/5(0) T Brg Width=8.0 Min Req= 1.5
GCpi:0.18 Plate Type(s): Bearings B,Q,N,&K are a rigid surface.
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 Members not listed have forces less than 375#
Lumber Maximum Top Chord Forces Per Ply(Ibs)
Top chord:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp.
Bot chord:2x4 SP#2; B-C 895-1217 G-H 388 -146
Webs:2x4 SP#2; C-D 784 -994 I-J 584 -625
Wind D-E 473 -313 J-K 704 -861
Wind loads based on MWFRS with additional C&C PI P d F t Chord
B i axmum oororces Per member design. M y(Ibs)
Wind loading based on both gable and hip roof types. Chords Tens.Comp. Chords Tens. Comp.
B-S 1066 -723 M-K 742 -551
S-R 687 -429
Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
;k+nntttulrrrn�,��� S-D 440 -143 Q-P 223 -417
D-R 492 -ee••`•�E.■S��`1 f`.-y�y N-I 429 -549
E-R -282 I-M 459 168
E-Q 306 -712
' 0. 1.08 9
,as SAT 0
E l �
cOA S �NALa•�'
o8/11, )
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,hand linp,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oyhervvise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional ancLsneering responsibility solely or the design shown.The suitability and use of g is Suite 305
drawing for any s ructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222741 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T29
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1459.04510
Truss Label: T20 SSB / WHK 08/10/2021
19 6�
2'3"4
11 10'6"5 15'8"12 1T4"12 24'7"12 25'"3 31'8"15 35'3"12 39'10"
11 5'1"11 5'2"7 1'8' r 4'11"12 1'1"7 5'11"12 3'6"13 %4
=5X5
E =5X5 =3X4 =5X5
F G H I
12
5 SpX5 n
>IM4
m
C K �
3X8
T �s.3 A B YX S RIP L M N 8
Z t
3X5(B1) =5X5 =3 c Asa AA =5X5WV UT =3X8 Q-3X 5(B1)
=6X6 =3X4 1111.5.xg( )
= 11
1111.5XSX6 11SX$
19'6" 57 15'2"
T1111 7'9"1 3'11"4 4-10" 1-3"3 5'2"15 5'S"15 1'1"12
7'1111 15's"12 19'8" 24'6" 25'"3 32'0"15 37'6"14 38'"10
41'0"13 '1"6
2610" 39'10"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.143 R 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.272 R 664 240 B 765 /- /- /515 /496 /312
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.047 U - - AB 1007 /- /- /681 /416 /-
EXP:C Kzt:NA
Des Ld: 37.00 Mean Height:15.00 ft ( )HORZ TL: 0.077 O Z 920 /- /- /615 /530 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 M 592 /- /- /483 /382 /-
TCDL:4.0 psf Wind reactions based on MWFRS
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.704
p TPI Std: 2014 Max BC CSI: 0.756 B Brg Width=8.0 Min Req= 1.5
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 AB Brg Width=4.0 Min Req= 1.5
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Yes Max Web CSI: 0.706 Z Brg Width=4.0 Min Req= 1.5
Loc.from endwall:Any FT/RT:20(0)/5(0) M Brg Width=8.0 Min Req= 1.5
GCpi:0.18 Plate Type(s): Bearings B,AB,Z,&O are a rigid surface.
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 Members not listed have forces less than 375#
Lumber Maximum Top Chord Forces Per Ply(Ibs)
Top chord:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp.
Bot chord:2x4 SP#2; B-C 859-1231 E-F 466 -298
Webs:2x4 SP#2; C-D 747-1011 J-K 605 -844
Plating Notes D-E 449 -354 K-L 797 -1140
All plates are 1.5X4 except as noted.
1 late s require special positioning.Refer to Maximum ns.Bot Chord Forces Per Ply(Ibs)
(**) p ( ) q p p g• Chords Tens.Comp. Chords Tens. Comp.
scaled plate plot details for special positioning
requirements. B-AD 1080 -694 U-S 726 -380
AD-AC 705 -396 S-P 1050 -657
Wind W-U 792 -388 P-L 985 -607
Wind loads based on MWFRS with additional C&C
member design. Maximum Web Forces Per Ply(Ibs)
Wind loading based on both gable and hip roof types. �i Webs Tens.Comp. Webs Tens. Comp.
Laterally brace top chord below filler and bottom chord �Iti H. Lr�yr,� AD-D 429 -147 Y-Z 526 -870
above filler at 24"o.c.,including
a lateral brace ter.••••. '1_J4f '�,
at chord ends(If no rigid diaphragm exists at that point). ` /et++•GE S••. / y: ' D-AC 456 -578 X-Y 394 689
• 4` t� .• ' AC-F 546 -224 W-J 584 -865
F-AB 347 -754 J-S 427 -118
H-X 351 -598
a.708 1
• r
•oz SAT O r�
cOA,,,t „ 0 AI
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,•installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLlneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222738 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T38
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1459.13520
Truss Label: T21 SSB / WHK 08/10/2021
_ 5'411 __ 106"5 __ 15'8"12 _i_ 19A"8__ 24'7"12 _1_ 27'9"3 _ 32'5"7 __ 39'10"
5'4"11 5'1.11 3'7"12 5'3"4 3'1"7 74"9
=5X5
E
=5 =3X8 =5X5
5 5DX5 F G H T
�3X4 r
� I
o C
ro
3X8
B J K
A R Q PN L J 8'
X
=3X5(B1) =5X5 -3 8 AB AAZ5X5 =3X3 UT 21X8 =X5(B1)
1111.5X6 =3X3 1111.5X4(*')
1.5X6 III 1.5X6
19'6" 5'2" 162"
�1. T11"11 T9"1 3'11"4 4'10" 2'4" 4'11"11 4'1111 1'1"12
7'11"11 15'8"12 19'8" 24'6" 26'1 32'7"3 37'6"14 38' "10
�9"7 H'6
2T7"7 39'10"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.142 P 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.266 P 679 240 B 775 /- /- /529 /486 /312
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 V - - Z 797 /- /- /522 /277 /-
EXP:C Kzt:NA TL
Des Ld: 37.00 ( ): 0.072 V X 1325 /- /- /878 /774 /-
Mean Height:15.00 ft HORZBuildin Code: Cree Factor:2.0 K 471 /- /- /389 /308 /-
NCBCLL: 10.00 TCDL:4.0 psf g p
FBC 7th Ed.2020 Res. Max TC CSI: 0.575 Wind reactions based on MWFRS
Soffit: 2.00 BCDL:4.0 psf B Brg Width=8.0 Min Req= 1.5
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.583 Z Brg Width=4.0 Min Req= 1.5
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Yes Max Web CSI: 0.524 X Brg Width=4.0 Min Req= 1.6
Loc.from endwall:Any FT/RT:20(0)/5(0) K Brg Width=8.0 Min Req= 1.5
GCpi:0.18 Plate Type(s): Bearings B,Z,X,&M are a rigid surface.
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 Members not listed have forces less than 375#
Lumber Maximum Top Chord Forces Per Ply(Ibs)
Top chord:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp.
Bot chord:2x4 SP#2; B-C 837-1254 E-F 439 -355
Webs:2x4 SP#2; C-D 724-1034 I-J 412 -583
Plating Notes D-E 425 -380
All plates are 1.5X4 except as noted.
1 late s require special positioning.Refer to Maximum ns.Chord Forces Per Ply(Ibs)
(**) p ( ) q p p g• Chords Tens.Comp. Chords Tens. Comp.
scaled plate plot details for special positioning
requirements. B-AB 1101 -674 T-R 388 -543
AB-AA 727 -374 R-Q 487 -257
Wind Y-V 410 -573 Q-N 494 -257
Wind loads based on MWFRS with additional C&C W-T 416 -580 N-J 427 -193
member design.
Wind loading based on both gable and hip roof types. ptarE�tntuifUn Maximum Web Forces Per Ply(Ibs)
Laterally brace top chord below filler and bottom chord s■ f'��iry Webs Tens.Comp. Webs Tens. Comp.
�
above filler at 24"o.c.,including a lateral brace ���I�► •.■.r • /�/�'`fi,� AB-D 428 -149 G-V 794 -1238
at chord ends(If no rigid diaphragm exists at that point).
�V ee•earjE 'S�..�*�+f r4�`�' D-AA 456 -577 G-R 736 -360
�• �` '% AA-F 634 -204 W-X 791 -1321
F-Y 542 -880 V-W 786 -1308
p.��8 ■ Y-Z 286 -781 R-I 504 -703
i Y-G 605 -385
•os S AT O
• • k,
D,�.••, t
COA. sZ 1YAt #,�'
• +
os/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE
J
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_g Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional ancLsneering responsibility solely or the design shown.The suitability and use of g is Suite 305
drawing for any s ructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222746 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T21
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1501.25597
Truss Label: T22 SSB / WHK 08/10/2021
21'"12
04
r 5'41111 _i_ 52 _i_ '4 _ I_ 24 29'93 3
5 3'4912 41111- 6 3'7 69410"
=5X5
E
3X4
5 LSD F =5X6 =3X4 =5X5
G H I
3X4 T
1.SX4 J
o C
3X8 a
B K L
1 _L_ aka A S R co
AC AB AA YX =3X8 III 3X5(B1) =5X5 =3X8 5X5 =5X5 V UT =3X5(B1)
11
1.5X6 =3X3 III1.5X4III(*'1
III 1.5X611.SX4 III1.5X6 X4
1111.5X4
19'6" 52" 162"
1' 7'1111 7'9"1 3'11"4 4'10" 2'4" 29"7 3'11"11 3'11"11 1'1"12 1'
T11"11 15'8"12 1V8" 24'6" 26.1 29'7" 33'7"3 37T 14 38'"10�
1'1"6
�J10"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.123 Q 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.229 Q 790 240 B 780 /- /- /532 /493 /312
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.044 W - - AA 871 /- /- /523 /321 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.070 W Y 1099 /- /- /679 /667 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 L 538 /- /- /429 /342 /-
TCDL:4.0 psf Wind reactions based on MWFRS
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.565
p TPI Std: 2014 Max BC CSI: 0.620 B Brg Width=8.0 Min Req= 1.5
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 AA Brg Width=4.0 Min Req= 1.5
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Yes Max Web CSI: 0.491 Y Brg Width=4.0 Min Req= 1.5
Loc.from endwall:Any FT/RT:20(0)/5(0) L Brg Width=8.0 Min Req= 1.5
GCpi:0.18 Plate Type(s): Bearings B,AA,Y,&N are a rigid surface.
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 Members not listed have forces less than 375#
Lumber Maximum Top Chord Forces Per Ply(Ibs)
Top chord:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp.
Bot chord:2x4 SP#2; B-C 854-1266 E-F 454 -369
Webs:2x4 SP#2; C-D 741 -1046 G-H 426 -35
Plating Notes D-E 443 -392 J-K 573 -882
(**)1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning Maximum Bot Chord Forces Per Ply(Ibs)
requirements. Chords Tens.Comp. Chords Tens. Comp.
Wind B-AC 1112 -689 S-R 773 -419
AC-AB 738 -390 R-O 781 -420
Wind loads based on MWFRS with additional C&C X-U 290 -388 O-K 698 -359
member design.
Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply(Ibs)
Laterally brace top chord below filler and bottom chord pti�E�tntuifUn Webs Tens.Comp. Webs Tens. Comp.
above filler at 24"o.c.,including a lateral brace y
at chord ends(If no rigid diaphragm exists at that point). AC-D 427 -148 W-X 681 -1049 4 +r,
,�••�••��••`1� +rir D-AB 454 -574 W-H 500 -749
` •er•�E s••. / r%�' AB-F 626 -215 H-S 765 -386
.• �` '•�� F-Z 389 -839 S-J 424 -594
I Z-AA 331 -855 N-K 343 -390
X-Y 687-1092
• 0.7108 9
•os S ATAv
O
• ' k,
D,�.••, t
Coa 1 �IIAI ,a,V
• +
o8/1 1/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLlneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com' TPI:t inst.or ' SBCA:sbcindust .com' ICC:iccsafe.or ' AWC:awc.org Orlando FL,32821
SEQN:222752 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T30
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1501.29663
Truss Label: T23 SSB / WHK 08/10/2021
5'4"11 10'6"5 152 19'4"8 23'4'12 24' '8 31'9"3 39'10"
r 5'4"11 11 527 37"12 4'0"4 1'4'12 6'11"11 8'0"13 ,
=5X5
E
12 3X4
I� 5D5 F
5 =5X5 3X4 =5X5
a G H I
o LCX4
It-
rn
�3X8
B J K
e•i ee33 A Wv Q PN L �8
-3X5(61) =5 6 =3X8 Y5X5 =5X5 TSR =3X4 =3X5(B1)
11115X5 -3X3 III1.5X4-)
111.5X4 1111.5X4
1111.5X6 1111.5X6
1111.5X4
19'6" 52" 157'
�1. 7'11"11 T9"1 3'11"4 4'10" 2'4" 4'7"11 6'1"3 1'1"12�1'
7'11"11 15'8"12 19'8" 24'6" 26'1 31'5"11 37'6"14 38'"10
H''6
3910"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.211 P 858 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.393 P 460 240 B 780 /- /- /532 /492 /312
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.047 M - - Y 897 /- /- /520 /315 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.087 M W 1054 /- /- /645 /679 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 K 549 /- /- /420 /338 /-
TCDL:4.0 psf Wind reactions based on MWFRS
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TIC CSI: 0.777
p TPI Std: 2014 Max BC CSI: 0.771 B Brg Width=8.0 Min Req= 1.5
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Y Brg Width=4.0 Min Req= 1.5
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Yes Max Web CSI: 0.560 W Brg Width=4.0 Min Req= 1.5
Loc.from endwall:Any FT/RT:20(0)/5(0) K Brg Width=8.0 Min Req= 1.5
GCpi:0.18 Plate Type(s): Bearings B,Y,W,&M are a rigid surface.
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 Members not listed have forces less than 375#
Lumber Maximum Top Chord Forces Per Ply(Ibs)
Top chord:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp.
Bot chord:2x4 SP#2; B-C 850-1266 G-H 483 -117
Webs:2x4 SP#2; C-D 738-1047 H-1 476 -609
Plating Notes D-E 439 -392 I-J 445 -734
E-F 453 -369
(**)1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements. Maximum Bot Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Wind B-AA 1112 -686 S-Q 270 -384
Wind loads based on MWFRS with additional C&C AA-Z 739 -387 Q-N 627 -277
member design. X-U 228 -409 N-J 540 -198
Wind loading based on both gable and hip roof types. V-S 311 -410
Laterally brace top chord below filler and bottom chord ► rn
above filler at 24"o.c.,including a lateral brace ►y� Maximum Web Forces Per Ply(Ibs)
at chord ends(If no rigid diaphragm exists at that point). Webs Tens.Comp. Webs Tens. Comp.
P� ry
y �e••`E'•'•.. f �'L; AA-D 427 -148 V-W 703 -1046
,a���\G S`h• �` D-Z 455 -575 U-V 704 -1001
Z-F 620 -215 U-H 531 -758
F-X 443 -887 H-Q 1072 -571
0.7108 1 X-Y 325 -881 M-J 437 -437
• X-G 424 -179
i •
coa SOMA)
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLlneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222760 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T39
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1502.10653
Truss Label: T24 SSB / WHK 08/10/2021
" "4 3 3901103"5 "12 2'4412 2510 87 7412 6505'441111 1'6 2 490" 44 6=5x5
E
12 3X4
5 5D5 F
3X8
—SXS =3x4 =5X8
b G H I J gay
T"
K b
B L F'
8'3 A YX R Q PN M 1
AC AB AA Z VUTS =3X4 Q An
=3X5(B1) -5X5 =3X8 =5x5 =3X3 -3X5(131)
111.5X6 =3X3X8 1113X3
1111.5X6
19'6" 57' 157'
1' T1111 T9"1 3'11"4 4'10" 1'q"8 2'10"1?_ 3-10.12 3'11"17 1'1i 12 1'
T1111 15'8"12 19'8" 2 6 2 6"8 r 29'8"1�� 37'6"14 .38'�"10�
1~'3'8 1'1"6
26'i0" 39'0"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.160 P 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.300 P 604 240 B 778 /_ /_ /531 /487 /312
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.055 N - - AA 871 /- /- /493 /270 /-
EXP:C Kzt:NA HORZTL IN Ld: 37.00 ( ): 0.103 Y 1138 /- /- /710 /751 /-
Mean Height:15.00 ft Building Code: Cree Factor:2.0 AD 524 /- /- /383 /315 /-
NCBCLL: 10.00 TCDL:4.0 psf g p
FBC 7th Ed.2020 Res. Max TIC CSI: 0.950 Wind reactions based on MWFRS
Soffit: 2.00 BCDL:4.0 psf B Brg Width=8.0 Min Req= 1.5
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.585 AA Brg Width=4.0 Min Req= 1.5
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Yes Max Web CSI: 0.563 Y Brg Width=4.0 Min Req= 1.5
Loc.from endwall:Any FT/RT:20(0)/5(0) AD Brg Width=8.0 Min Req= 1.5
GCpi:0.18 Plate Type(s): Bearings B,AA,Y,&L are a rigid surface.
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 Members not listed have forces less than 375#
Lumber Maximum Top Chord Forces Per Ply(Ibs)
Top chord:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp.
Bot chord:2x4 SP#2; B-C 839-1261 G-H 679 -291
Webs:2x4 SP#2; C-D 727-1042 H-1 553 -217
Plating Notes D-E 427 -387 1-1 325 -409
E-F 444 -364 J-K 477 -814
All plates are 1.5X4 except as noted.
Wind Maximum Bot Chord Forces Per Ply(Ibs)
Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp.
member design. B-AC 1107 -676 R-Q 750 -341
Wind loading based on both gable and hip roof types. AC-AB 734 -376 Q-N 742 -342
Laterally brace top chord below filler and bottom chord Z-W - N-K 559 206
above filler at 24"o.c.,including a lateral brace X-V 471 71 -714
14
at chord ends(If no rigid diaphragm exists at that point). �11tiMt�u�mruutrn�r,��i
Ff. 'fr Maximum Web Forces Per Ply(Ibs)
�••.�I•'•� � Webs Tens.Comp. Webs Tens. Comp.
w\•VL•ee (j S t� .• �l ' AC-D 427 -148 X-Y 767 -1132
�i�• ` D-AB 457 -577 W-X 752 -1159
AB-F 625 -216 W-G 767 -1098
O"708 1 F-Z 476 -919 G-V 476 -238
Z-AA 281 -856 V-1 587 -999
Z-G 775 -463 R-J 227 -470
•oz SAT O
OA AIL
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLlneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222851 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T23
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1502.15987
Truss Label: T25 SSB / WHK 08/10/2021
5'4"11 10'6"5 15'8"12 19W8_i_ 24'9"8 2.7 30'0"1 32'11"i_ 39'10"
5'4"11 5'1"11 5'2"7 3'7"12 5'S" 2'S"1 2'9"6 2'10"3 6'11"
5X5
E
3X4
12 �5X5 F �3X4
5 D 1111.5X4
1111.SX4
=3X3 =5X5
1.5X4 G H N r
o C I J K3X4 =5X5
L M M
B O
J 6"3 A S P 8'
T
3X5(B1) -5X5 =8 VSX5 —3X3 =3X4 =3X4 =3X5(B1)
1111.5X6
19'6" 5,2" 15'2"
7' "4 I 5' 5 11 912 1�
15 4 299 0"T7'11111111 98"12 19'8" 46 32'9"45 TO
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): -0.047 C 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.083 C 999 240 B 782 /_ /_ /536 /488 /362
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.014 W - - V 990 /- /- /582 /429 /-
EXP:C Kzt:NA TL: 0.026 W S 775 /- /- /531 /536 /-
Des Ld: 37.00 Mean Height:15.00 ft HORZ( )
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Y 620 /- /- /418 /364 /-
TCDL:4.0 psf Wind reactions based on MWFRS
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.525
p TPI Std: 2014 Max BC CSI: 0.587 B Brg Width=8.0 Min Req= 1.5
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 V Brg Width=4.0 Min Req= 1.5
Spacing:24.0" C&C Dist a:3.98 ft Rep Fac:Yes Max Web CSI: 0.484 S Brg Width=4.0 Min Req= 1.5
Loc.from endwall:Any FT/RT:20(0)/5(0) Y Brg Width=8.0 Min Req= 1.5
GCpi:0.18 Plate Type(s): Bearings B,V,S,&O are a rigid surface.
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 Members not listed have forces less than 375#
Lumber Maximum Top Chord Forces Per Ply(Ibs)
Top chord:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp.
Bot chord:2x4 SP#2; B-C 839-1Z71 L-M 571 -909
Webs:2x4 SP#2; C-D 727-1051 M-N 510 -787
Wind D-E 428 -397 N-O 482 -836
E-F 445 -374
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types. Maximum Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Laterally brace top chord below filler and bottom chord B-X 1116 -695 R-Q 944 475
above filler at 24"o.c.,including a lateral brace
at chord ends(If no rigid diaphragm exists at that point). X-W 743 -396 Q-O 705 -327
S-R 522 -270
�
�{h�fitnrlu!lrhlfl/� Maximum Web Forces Per Ply(Ibs)H. ry Webs Tens.Comp. Webs Tens. Comp.
,y per+""'rr••••• X-D 427 -148 U-V 439 -974
D-W 457 -576 S-L 421 -721
�T �i" • W-F 614 -245 L-R 520 -224
F-U 473 -898
o.7108 1 = _
•
•oz SAT O :� '
BOA ° ONAL s..
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_g Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/ 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional ancLsneering responsibility solely or the design shown.The suitability and use of g is Suite 305
drawing for any s ructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222836 SPEC Ply: 1 Job Number: 21-0512 Cust:R 761 JRe A VU7610033 T18
FROM:DEG Qty: 1 /GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1502.17983
Truss Label: T26 SSB / WHK 08/10/2021
1110'6"5 _i_ 15'8"12 _i_ 19'6"4 _i_ 26'7"4 �6'8"
r 11 5'1"11 5'2"7 3'9"8 7'1" "12
=4X4
E
3X5
F
o 5X5
12 D
5 F---
v
n
o �1.0 4 �5X5
G
H T
B fV
3 , 1 �3'
L K IN
3X4(131) =3X4 =5X8 =3X5 1111.5X6
19'8" 7'
1' T1111 7'9"1 4'1" 6'9"8 _W"12
T1111 15'8"12 19'9"12 26'7"4 6'8"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.038 L 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.070 L 999 240 B 699 /- /- /460 /391 /296
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 K - - M 1435 /- /- /734 /893 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.021 K N 170 /-182 /- /215 /170 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf B Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TIC CSI: 0.605 g q=
p TPI Std: 2014 Max BC CSI: 0.592 M Brg Width=8.0 Min Req= 1.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 N Brg Width=8.0 Min Req= 1.5
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.552 Bearings B,M,&I are a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 Chords Tens.Comp. Chords Tens. Comp.
Lumber B-C 609-1080 F-G 509 -266
Top chord:2x4 SP#2; C-D 494 -857
Bot chord:2x4 SP#2;
Webs:2x4 SP#2;
Maximum Bot Chord Forces Per Ply(Ibs)
Wind Chords Tens.Comp. Chords Tens. Comp.
Wind loads based on MWFRS with additional C&C B-L 942 -586 L-K 555 -276
member design.
Right end vertical not exposed to wind pressure. Maximum Web Forces Per Ply(Ibs)
Wind loading based on both gable and hip roof types. Webs Tens.Comp. Webs Tens. Comp.
Additional Notes L-D 443 -158 F-J 822 -1175
Negative reaction(s)of-182#MAX.from a non-wind D-K 468 -591 J-G 373 -442
load case requires uplift connection.See Maximum K-F 793 -372
Reactions. ttt�t�rtntul�rrhq���
• fC' ''
0.708 1
* � =
•as SAT 0
cOA/t AL
anis"i
08/1 1/202 1
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLlneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222832 HIPS Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T17
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1502.27220
Truss Label: T27 SSB / WHK 08/10/2021
a•
^1z
3'11"11 ]'10"4 15'8"13 237"1 26]"4
3'11"11 3'10"9 T10^9 "0^8 2'11.15
10'4.13
RyP) =4%4
_-H
G K
F L
12 E
5 L,_ B3%8 �W
V AB C AF M N
AH �4%4
BSXS G
w8
T
e
A 1 �e•
U T 8 R GAI
3%4iBi) -3%8 -3%3 -3%8 -3%4
-5%5
]'
1' T11"5 5'10"5 9'10"8 NV4
T11^5 13'9"% 23'8" 26T'4
8"
1311"6 9'5.2 378�•�
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): -0.068 E 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.107 E 999 240 B 719 /- /- /- /427 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.017 E - - S 1679 /- /- /- /907 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.026 E Al 321 /-18 /- /- /87 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf B Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.472 g q=
S Brg Width=8.0 Min Req=2.0
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.523 Al Brg Width=8.0 Min Req= 1.5
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.351 Bearings B,S,&Q are a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs)
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 Chords Tens.Comp. Chords Tens. Comp.
Lumber Laterally brace top chord below filler and bottom chord B-C 708-1141 C-D 511 -935
Top chord:2x4 SP#2; above filler at 24"o.c.,including a lateral brace
Bot chord:2x4 SP#2; at chord ends(If no rigid diaphragm exists at that point).
Webs:2x4 SP#2;W8 2x4 SP 2250f-1.9E; Maximum Bot Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Special Loads B-U 1003 -605 T-S 490 -231
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) U-T 497 -234
TC:From 55 plf at -1.00 to 55 plf at 15.73
TC:From 28 plf at 15.73 to 28 plf at 23.64
TC:From 55 plf at 23.64 to 55 plf at 27.67 Maximum Web Forces Per Ply(Ibs)
BC:From 4 plf at -1.00 to 4 plf at 0.00 Webs Tens.Comp. Webs Tens. Comp.
BC:From 20 plf at 0.00 to 20 plf at 13.80 D-V 347 -720 AB-AC 748 487
BC:From 10 plf at 13.80 to 10 plf at 23.64
BC:From 20 plf at 23.64 to 20 plf at 26.60 U-Y 412 -237 AC-AE 749 -488
BC:From 4 plf at 26.67 to 4 plf at 27.67 V-W 349 -722 AD-S 740 -1287
TC: 77 lb Conc.Load at 15.60 �t11111"trN11", , W-X 350 -723 AE-AF 749 -489
TC: 70 lb Conc.Load at 17.60,19.60 H. n X-Y 353 -725 S-N 497 -779
TC: 52 lb Conc.Load at 21.64 H, .1 Y-AA 751 -490 AF-AH 755 -495
TC: 145 lb Conc.Load at 23.64 •+..•++..• f'�. Y-AD 743-1295 AH-N 757 497
BC: 57 lb Conc.Load at 15.60 ••+ �'• �'. AA-AB 748 -487
BC: 59lb Conc.Load at 17.60,19.60 ••�y>OE ►S ;•�
BC: 39 lb Conc.Load at 21.60 •' ; =
BC: 97 lb Conc.Load at 23.60 i
• o.708 1
Plating Notes
All plates are 1.5X4 except as noted. * ; . e
•
Wind A Z SAT
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure. +•+.
Wind loading based on both gable and hip roof types. ��
coa { G: Aanis"i
08/1 1/202 1
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222783 SPEC Ply: 1 Job Number: 21-0512 Cust:R 761 JRe A VU7610033 T1
FROM:DEG Qty: 1 /GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1502.29410
Truss Label: T28 SSB / WHK 08/10/2021
5'1"5 10, 14'10"11 20'
r 5'1"5 4'10"11 4'1011 5'V5
=4X4
D
12
5 1.5X4 io 1.5X4
C E M
m _
aO _o
v
-v
B F
A �8,
H G I
3X4(B1) =3X4 =5X5 =3X4(B1)
20'
1, 6'8"14 6,6"4 6,8"14
T 6'8"14 1TY2 20'
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.063 H 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.117 H 999 240 B 813 /- /- /477 /477 /180
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.024 G - - 1 750 /- /- /411 /434 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.045 G - - Wind reactions based on MWFRS
NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=8.0 Min Req= 1.5
TCDL:4.0 psf I Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.429 g q=
P Bearings B&F are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.514 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.110 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 816-1361 D-E 773 -1213
Lumber C-D 767-1206 E-F 822 -1370
Top chord:2x4 SP#2; Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord:2x4 SP#2;
Webs:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp.
Wind B-H 1199 -678 G-F 1209 -685
H-G 846 -393
Wind loads based on MWFRS with additional C&C
member design.
Maximum Web Forces Per Ply(Ibs)
Wind loading based on both gable and hip roof types. Webs Tens.Comp.
D-G 381 -208
�yqn+nntu�rnn�,��a
M H. '�-
r>,
.• /�
0.708 9
,os S AT O
COA NA0-
owl
(8/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,rw CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222840 SPEC Ply: 2 Job Number: 21-0512 Cust:R 761 JRe A VU7610033 T20
FROM:DEG Qty: 1 /GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1502.38833
Truss Label: T29 SSB / WHK 08/10/2021
2 Complete Trusses Required
it 5'3"1 10, 14'10"7 16'11"12 19'8"
5'31 4'8"15 4'10"7 2 '4 2'8"4
=4X7
D
12
5 g3X4 1111.5X4
C EF
V
=3X4 =4X4 v
G H
B I _F
A8,
1
M L K J I
3X4(B1) 1111.5X4 =5X8 =43 4 =3X5 1111.5X6
19,8"
1'
515 4110"11 TY4 2'4"12
0' 17'3"4 19'8"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.121 F 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.238 F 985 240 B 817 /- /- /- /492 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.031 ID - - 1 950 /- /- /- /547 /-
Des Ld: 37.00 EXP:C Kzt:NA HORZ(TL): 0.061 ID Wind reactions based on MWFRS
Mean Height:15.00 It Buildin Code: Cree Factor:2.0 B Brg Width=8.0 Min Req= 1.5
NCBCLL:0.00 TCDL:4.0 psf g p
FBC 7th Ed 2020 R Max CSI 0288 I Brg Width=4.0 Min Req= 1.5
Soffit: 2.00 gCD . es. ax : .
L:4.0 psf Bearings B&I are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.585 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 It Rep Fee:No Max Web CSI: 0.413 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 398 -680 E-G 1102 -2016
Lumber C-D 300 -508 G-H 628 -1148
Top chord:2x4 SP#2; Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord:2x4 SP#2;
Webs:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp.
Nailnote B-M 598 -342 L-K 1770 -967
M-L 597 -343 K-J 1269 -703
Nail Schedule:0.128"x3",min.nails
Top Chord:1 Row @12.00"o.c.Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(Ibs)
Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp.
Use equal spacing between rows and stagger nails D-E 242 -425 J-H 1182 -646
in each row to avoid splitting. L-E 718-1335 H-1 272 -453
Special Loads K-G 787 -420
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC:From 55 plf at -1.00 to 55 plf at 14.87 pt><rE�tnfuifUn
TC:From 2 plf at 14.87 to 2 plf at 19.67 1Mw t` �11,
BC:From 4 plf at -1.00 to 4 plf at 0.00 f�, ,4,
BC:From 20 plf at 0.00 to 20 plf at 19.67 ,�•�......•`1�f�4,
TC: 115 Ib Conc.Load at 15.60e++ E •..
TC: 185 lb Conc.Load at 17.60,19.60 � �•��G s�` •.
i
Wind
Wind loads and reactions based on MWFRS. 0.T08 9
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
It is the responsibility of the Building Designer and % S AT 0
Truss Fabricator to review this drawing prior to �555rrr :* �, _ �• `
cutting lumber to verify that all data,including ••�e
dimensions and loads,conform to the architectural �(`n ..,,,..• ��
plans/specifications and fabricators truss layout. V^0 �A L
COA� tt pm"
osii v2o21
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222764 GABL Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T2
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1502.40527
Truss Label: T30 SSB / WHK 08/10/2021
10, 20'
10, 10,
2' 1'4"—
(TYP) =4X4
5 �12
M ti
�D
7
V
B P
A Q W 6,
3X4(B1) =5X5 =3X4(B1)
20'
1 20' 1'"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.000 1 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.001 H 999 240 P* 81 /- /- /37 /48 /10
BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): -0.002 IF - - Wind reactions based on MWFRS
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL): 0.003 IF P Brg Width=240 Min Req=-
Mean Height:15.00 ft Building Bearing B is a rigid surface.
NCBCLL: 10.00 g Code: Creep Factor:2.0 9 9�
TCDL:4.0 psf Members not listed have forces less than 375#
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.061
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.043
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.027
Loc.from endwall:Any FT/RT:20(0)/5(0)
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Webs:2x4 SP#2;
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A18015ENC160118&GBLLETIN0118 for
gable wind bracing and other requirements. �IIN��'F�tntu'ft►bf,,,�f
llwyy��' H,
rf,
0.T08 9
•os SAT O
ip
• ' k,
c0a 1jZ21YAt ,a��
• +
o8/1 1/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222779 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T5
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1502.42460
Truss Label: T31 SSB / WHK 08/10/2021
6'11 i 13'10"
r 6'11" 6111"
=4X4
C
12
5 �
M_
V r
c7 co
B D
A V
3X4(B1) E =3X4(B 1)
III1.5X4
13'10" -
1 6'11" 6111"
6'11" 13'10"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): -0.003 E 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.005 E 999 240 D* 79 /- /- /38 /46 /9
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 E - - Wind reactions based on MWFRS
EXP:C Kzt:NA
Des Ld: 37.00 HORZ(TL): 0.012 E D Brg Width=165 Min Req
Mean Height:15.00 ft =-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Bearing B is a rigid surface.
TCDL:4.0 psf Members not listed have forces less than 375#
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.726
p Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.454 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.036
Loc.from endwall:Any FT/RT:20(0)/5(0) B-C 578 -640 C-D 577 -638
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 Maximum Bot Chord Forces Per Ply(Ibs)
Lumber Chords Tens.Comp. Chords Tens. Comp.
Top chord:2x4 SP#2; B-E 515 -404 E-D 515 -404
Bot chord:2x4 SP#2;
Webs:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
�j1111rrntrp!lrin�,lr r
f>,
•
0.708 1
* � =
•as AT S ;Ak-
cOA/t Ali
08/1 1/202 1
r
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
JA
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222776 COMN Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T6
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1502.43993
Truss Label: T32 SSB / WHK 08/10/2021
6'11" 13'10"
r 6-11" 6-11"
=5X5
C
12
5 �
M
m
Cl) Cl)
B D
A
t LI
i—VI
E IF
3X4(B1) III 1.5X4 =3X4(B1)
13'10"
6-11" 6'11"
1 6-11" 13'10"
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.015 E 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.028 E 999 240 B 582 /- /- /351 /342 /130
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 E - - F 517 /- /- /284 /298 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.013E - - Wind reactions based on MWFRS
NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=8.0 Min Req= 1.5
TCDL:4.0 psf F Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.548 g q=
P Bearings B&D are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.447 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Fee:Yes Max Web CSI: 0.067 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 446 -776 C-D 445 -774
Lumber
Top chord:2x4 SIP#2; Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp.
Webs:2x4SP#2; B-E 653 -319 E-D 653 -319
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
ffillillwo1111rrnrp!lrin /rr
[� H* 'yr
f>,
•
0.708 1
* � =
•as AT S ;Ak-
cOA/t Ali
08/1 1/202 1
r
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222773 HIPS Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T57
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1502.45983
Truss Label: T33 SSB / WHK 08/10/2021
3'011 5'7" 6'11" 8'3" 10'9"5 13'10"
3'0"11 2'6"5 1'4" 1'4" 2'6"5 3'0"11
=4X4
DTE T
12
C8 �F� \ Ca2 I
v
M
11 B H t_v-
1113X8
sa A K J I O8 =3X5(B1)
13'10"
3'1"12 3'9"4 3'9"4 3'1"12
1 3'1"12 6'11" 10'8"4 13'10"
7'0"12 TV12 3'3"8
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.074 D 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.136 D 999 240 B 1100 /- /- /- /675 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.028 1 - - O 1035 /- /- /- /617 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.052 1 Wind reactions based on MWFRS
NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=8.0 Min Req= 1.5
TCDL:4.0 psf O Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.659 g q=
P Bearings B&H are a rigid surface.
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.997 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.121 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT:20(0)/5(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10 B-C 1159-1928 E-F 703 -1164
Lumber C-D 796-1257 F-G 796 -1257
D-E 703-1164 G-H 1174 -1945
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Webs:2x4 SP#2; Maximum Bot Chord Forces Per Ply(Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Special Loads B-K 1717-1023 J-1 1737 -1027
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) K-J 1717-1010 1-H 1736 -1040
TC:From 55 pIf at -1.00 to 55 pIf at 3.03
TC:From 28 pIf at 3.03 to 28 pIf at 3.76
TC:From 112 pIf at 3.76 to 112 pIf at 10.07 Maximum Web Forces Per Ply(Ibs)
TC:From 28 pIf at 10.07 to 28 pIf at 10.80 Webs Tens.Comp. Webs Tens. Comp.
TC:From 55 pIf at 10.80 to 55 pIf at 13.83
BC:From 4 pIf at -1.00 to 4 pIf at 0.00 C-L 400 -691 M-N 408 -702
BC:From 20 pIf at 0.00 to 20 pIf at 3.03 L-M 408 -702 N-G 400 -691
BC:From 10 pIf at 3.03 to 10 pIf at 10.80 E-M 537 -251
BC:From 20 pIf at 10.80 to 20 pIf at 13.83
TC: 134 Ib Conc.Load at 3.03,10.800tnf�rntru�trn
BC: 82 lb Conc.Load at 3.03,0 80 8 77 ���a H r��r,,r
BC: 54 lb Conc.Load at 5.06,6.92,8.77 , ••e�GE•S•�* f ''�`
Plating Notes ge
All plates are 1.5X4 except as noted.
Wind �
o.7108 1
Wind loads and reactions based on MWFRS.
s
Wind loading based on both gable and hip roof types.
Laterally brace top chord below filler and bottom chord A • ft + it
above filler at 24"o.c.,including a lateral brace ' r '•�l�. A �� I
at chord ends(If no rigid diaphragm exists at that point). ••.� aJ. \
coA V6 „S0�IAL
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222407 EJAC Ply: 1 Job Number: 21-0512 Cust:R 761 JRe A VU7610033 T54
FROM: Qty: 7 /GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1502.57167
Truss Label: A /� SSB / WHK 08/10/2021
C
10'5"9
12
5
r
N r
(V
B
A
8'
D
3X4(B1)
1' 5'4"8
5'4"8
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): NA B 273 /- /- /205 /130 /155
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.007 ID D 100 /- /- /54 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.009 D - - C 132 /- /- /85 /148 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf B Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.401 g q=
p TPI Std: 2014 Max BC CSI: 0.297 D Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SIP#2;
Bot chord:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord.
�yqn+nntu�rnn�,��a
M H. '�-
r>,
.• /�
p.708 1
,os S AT O
1p
:w
COA 4NAL ,.
(8/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222479 EJAC Ply: 1 Job Number: 21-0512 Cust:R761 JRef:1x7U7610033 T55
FROM: Qty: 2 /GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1502.58320
Truss Label: J2 SSB / WHK 08/10/2021
L 1 528
1' 4'2"8
D
10'4"12
12
5F_— t
1111.5XC4 N
0
fV
B
A
8'
3X4(B1)
1111.5X4 IF E
1 1 4'2"8
1' 5'2"8
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.018 F 778 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.024 F 576 240 G 335 /- /- /277 /147 /150
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.011 D - - E 68 /- /- /37 /3 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.015 D - - D 98 /- /- /53 /113 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf G Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.232 g q=
p TPI Std: 2014 Max BC CSI: 0.199 E Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 D Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.053 Bearing G is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Webs:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord.
�yqn+nntu�rnn�,��a
M H. '�-
r>,
.• /�
0.708 9
,os S AT O
1p
:w
COA 4NAL ,.
(8/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oyhervvise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222577 EJAC Ply: 1 Job Number: 21-0512 Cust:R 761 JRe A VU7610033 T25
FROM:DEG Qty: 1 /GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1502.59330
Truss Label: J2A SSB / WHK 08/10/2021
12 D
5 09'6"12
III 1.5X4
7T C T
T
r
B
(V
1 A 1 §10-.9
F E ��99
3X4(B1)
5X5
8„
1'
1'4" 1'1 0"8
T 1'4" 3'2"8
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.024 F 673 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.040 F 401 240 G 324 /- /- /291 /155 /100
BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): -0.013 D - - E 18 /-19 /- /33 /27 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.022 ID D 28 /-41 /- /37 /49 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf G Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TIC CSI: 0.209 g q=
p TPI Std: 2014 Max BC CSI: 0.137 E Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 D Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.033 Bearing G is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Webs:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord.
Ff
�µpt�unnruptr
> ;•' 10
a.708 1
• r
•o z 5 AT O
1
(8/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222574 EJAC Ply: 1 Job Number: 21-0512 Cust:R 761 JRe A VU7610033 T43
FROM:DEG Qty: 1 /GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1503.00300
Truss Label: J213 SSB / WHK 08/10/2021
i 2,9"12 13,2"8
2'9"12 4"1
1111.5X4
T
12 D E
5 T 9'6"12
1111,5X4
B o
iv 8'4"9
l 6"3 A G F 4°9 8'
1 =5X5
I H
-3X4(B1)
=4X4 0 2
12
�8„-�
1 1'4" 1,7"8 3"
1'4" 2'11"8 '2'8
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.024 H 657 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.042 H 383 240 1 324 /- /- /291 /155 /100
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.013 ID - - F 23 /-22 /- /26 /28 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.023 ID - - E 11 /-38 /- /44 /45 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf I Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.206 9 q=
p TPI Std: 2014 Max BC CSI: 0.153 F Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 E Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.028 Bearing I is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Webs:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord.
Ff
�µpt�unnruptr
> ;•' 10
a.708 1
• r
•o% S AT O
0A76%Z2 NAIL
(8/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222767 EJAC Ply: 1 Job Number: 21-0512 Cust:R 761 JRe A VU7610033 T9
FROM:DEG Qty: 5 /GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1503.01370
Truss Label: J3 SSB / WHK 08/10/2021
12 C
I
9'5"11
s:h s:h
A
8'
D
=3X4(B1)
3'
1' r 3'
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): NA B 189 /- /- /153 /94 /95
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.001 ID D 54 /- /- /28
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.001 ID C 67 /- /- /41 /80 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf B Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TIC CSI: 0.105 g q=
p TPI Std: 2014 Max BC CSI: 0.080 D Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SIP#2;
Bot chord:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord.
�µpps,rnntulrrrn
' 0.708 1
,as SAT 0
E l �
cOA S �NALa•�'
•"W"+
08/11, 1
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oyhervvise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222806 EJAC Ply: 1 Job Number: 21-0512 Cust:R 761 JRe A VU7610033 T11
FROM:DEG Qty: 2 /GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1503.02470
Truss Label: J4 SSB / WHK 08/10/2021
8"4 211"4
8„4 2 3„ 1
12 D
5 11'5"11
III 1.5X4
C
III1.5X4
B
TA
M
00 zn
g'
F
III .5X4
8'
3X3 E
11.5X4
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): -0.003 C 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.005 C 999 240 H 211 /- /- /210 /157 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 H - - E 39 /- /22 /31 A /107
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.006 H - - D 52 /- /22 /33 /40 /153
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf H Br Width=3.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.081 g q=
p 097.TPI Std: 2014 Max BC CSI: 0 E Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 D Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.174 Bearing H is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Webs:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical exposed to wind pressure.Deflection
meets L/180.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord. yntn�tnlu�f�rh p
M H. `
-r>
.•� E...S.• ''��;
0.708 9
,os SAT O
COA NAt ,a•,
(8/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222802 EJAC Ply: 1 Job Number: 21-0512 Cust:R 761 JRe A VU7610033 T16
FROM:DEG Qty: 2 /GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1503.03563
Truss Label: J4A SSB / WHK 08/10/2021
12 C
5 11'5"11
111.5X4
B
T M
A
N
W
CO
9
E D
111.5X6
1'0"12 1 211"4 {
211"4
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): -0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.000 B 999 240 E 185 /- /- /204 /147 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 B - - D 59 /- /- /29 /- /53
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.001 B - - C 70 /- /- /37 /50 /119
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf E Br Width=3.2 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.130 g q=
p TPI Std: 2014 Max BC CSI: 0.094 D Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.077 Bearing E is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Webs:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical exposed to wind pressure.Deflection
meets L/180.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord. yntn�tnlu�f�rh p
M H. `
-r>
.•� E...S.• ''��;
0.708 9
,os SAT O
COA NAL ,a•,
owl
o8/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222799 EJAC Ply: 1 Job Number: 21-0512 Cust:R 761 JRe A VU7610033 T4
FROM:DEG Qty: 1 /GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1503.04600
Truss Label: J413 SSB / WHK 08/10/2021
12 1111.5X4
5 B
1 V611
III 1.5X4
A
Ll
M
W
CV
W
CO
9'
D C
III1.5X4 III1.5X4
2-11"4
2'11"4
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): -0.000 A 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.000 A 999 240 D 115 /- /- /100 /87 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.000 A - - C 57 /- /11 /30 /- /36
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.000 A - - B 77 /- /11 /29 /48 /106
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf D Br Width=3.2 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.153 g q=
C Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.056 B Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.048 Bearing D is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Webs:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical exposed to wind pressure.Deflection
meets L/180.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
(2)16d common(0.162"x3.5")nails at top chord
(2)16d common(0.1 62"x3.5")nails at bottom chord
�µpti�Enntslufnnfq��f
rf,
0.7108 1
•os SAT O
•
COA s �IIAt ,a,V
• +
o8/1 1/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222582 HIP_ Ply: 1 Job Number: 21-0512 Cust:R 761 JRe A VU7610033 T22
FROM: Qty: 2 /GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1503.30103
Truss Label: K1 �+ SSB / WHK 08/10/2021
C
12 X 10'5"6
3.54
LO
b
N N
B
A
8'
D
3X4(B1)
1'5"
7'6"7
� j
7'6"7
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): NA B 220 /- /- /- /139 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 ID D 95 /- /- /18 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ItHORZ(TL
): 0.022 D - - C 224 /- /- /- /203 /-
NCBCLL:0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf B Br Width=10.6 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.900 g q=
p TPI Std: 2014 Max BC CSI: 0.446 D Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 It Rep Fac:No Max Web CSI: 0.000 Bearing B is a rigid surface.
Loc.from endwall:NA FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Loading
Hipjack supports 5-4-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
(3)16d common(0.162"x3.5")nails at top chord
(3)16d common(0.1 62"x3.5")nails at bottom chord
�µpti�Enntslufnnfq��f
rf,
0.T08 1
•os SAT O ;�
9 • ' k,
•. ,r, - .• �,
Coa 1jZ21YAt ,a��
• +
o8/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE
J
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222585 HIP_ Ply: 1 Job Number: 21-0512 Cust:R 761 JRe A VU7610033 T35
FROM: Qty: 1 /GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1503.35517
Truss Label: K2 SSB / WHK 08/10/2021
C
12 10'4"8
3.54
00
00 0
<V �
CV
B
A
t
8'
E D
3X4(B1)
1��
V5„ T3°10
T3"10
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): -0.104 D 155 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.112 D 143 240 E 298 /- /- /- /210 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.041 C - - D 27 /- /- /49 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.047 C C 156 /- /- /- /146 /-
NCBCLL:0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf E Br Width=11.3 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.635 g q=
p TPI Std: 2014 Max BC CSI: 0.559 D Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.000 Bearing E is a rigid surface.
Loc.from endwall:NA FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Loading
The following trusses need concentrated loads at the
end of their overhangs:4-0-0 span/setback member
on the 0-8-0 cant side requires 36 Ibs and the 4-0-0
span/setback member on the 0-8-0 cant side requires
36 lbs.
Sub-fascia beam assumptions:5-0-0 sub-fascia beam
on the 0-8-0 cantilever side.5-0-0 sub-fascia beam on
the 0-8-0 cantilever side.
Hipjack supports 5-2-0 setback jacks with 0-8-0
cantilever one face;0-8-0 cantilever opposite face.
�rlwti11F111FFFlllfh
Wind t•�A��� �-}
Wind loads and reactions based on MWFRS. �¢► Ff
Left cantilever is exposed to wind die+e GE S•• ` �y
Wind loading based on both gable and hip roof types. � �' ` •9
(3)16d common(0.162"x3.5")nails at top chord
(3)16d common(0.1 62"x3.5")nails at bottom chord O. 08 1
r
•oz SAT O
.i�{�,
4"1"1
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222770 HIP_ Ply: 1 Job Number: 21-0512 Cust:R 761 JRe A VU7610033 T10
FROM:DEG Qty: 2 /GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1503.47453
Truss Label: K3 SSB / WHK 08/10/2021
12 C
3.54
9'5"8
_ o
g
s A
8
D
=2X4(B1)
VY T 4'2"15
4'2"15
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): NA B 85 /- /- /- /57 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D D 28 /- /- /7
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.002 D C 67 /- /- /- /61 /-
NCBCLL:0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf B Br Width=11.3 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TIC CSI: 0.126 g q=
p TPI Std: 2014 Max BC CSI: 0.062 D Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.000 Bearing B is a rigid surface.
Loc.from endwall:NA FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Loading
Hipjack supports 3-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord.
Ff
�µpt�unnruptr
GE..S.. ,QX'.,�
> ;•' 10
a.708 1
• r
•o z 5 AT O
1
(8/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222818 HIP_ Ply: 1 Job Number: 21-0512 Cust:R 761 JRe A VU7610033 T12
FROM:DEG Qty: 1 /GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1503.49213
Truss Label: K4 SSB / WHK 08/10/2021
10"3 2'5" 1'10 4'1"2
103 17'7 77
12 E
3.54 p
D 1157
3X4 C
B
TA
9'
N 0
L KJ I H G
1 8
=3X4 =3X3 F
1'6"12 -}-8"7-{ � 2 4 121 1:'
9„3
8"7 r '3" 4'1"2
5'44
1'1"11
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.004 D 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.007 D 999 240 M 130 /- /- /- /94 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D - - F 29 /- /- /- /5 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.004 ID E 47 /- /- /- /36 /-
NCBCLL:0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf M Br Width=3.5 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.171 g q=
p TPI Std: 2014 Max BC CSI: 0.056 F Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 E Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.028 Bearing M is a rigid surface.
Loc.from endwall:NA FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Webs:2x4 SP#2;
Plating Notes
All plates are 1.5X4 except as noted.
Loading
Hipjack supports 2-10-12 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Left end vertical not exposed to wind pressure.
wti11F111FFFlllfh
Wind loading based on both gable and hip roof types.
*i H �yi
Additional Notes `�yv�+'e-'�••NI-1114G
Provide(2)0.131"x3.0",min.toe-nails at top chord. ++• rjE St'�••`t� •�
Provide(2)0.131"x3.0",min.toe-nails at bottom chord. •. ,-
Laterally brace top chord below filler and bottom chord
above filler at 24"o.c.,including a lateral brace : a,70$ 1
at chord ends(If no rigid diaphragm exists at that point).
r
•oz SAT O r�
0: 4,
cOA,,,c „ A1��,,F,s.,
1
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oyhervvise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222367 JACK Ply: 1 ob Number: 21-0512 Cust:R 761 JReA VU7610033 T7
FROM: Qty: 4 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1503.59747
Truss Label: C1 SSB / WHK 08/10/2021
12
5 C
B 8'7"14
CV
A
8'
39 - D
=3X4(B1)
1'0"7
110117 �I
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): NA B 142 /- /- /132 /89 /45
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.000 C D 16 /- /- /9 /3 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.000 C C - /-8 /- /28 /30 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf B Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.061 g q=
p TPI Std: 2014 Max BC CSI: 0.010 D Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SIP#2;
Bot chord:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord.
��{nnnnt�urtr
M H.
� ••••cE's•. 'A `''�
o.T08 1 = _
•
•oz SAT O
BOA ° ONaL s..
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222370 JACK Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T48
FROM: Qty: 2 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1504.01310
Truss Label: C2 SSB / WHK 08/10/2021
12 C
5 9'5"14
B (V
A
8'
D
=3X4(B1310117
1' 3'O"7
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): NA B 190 /- /- /153 /95 /96
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.001 D D 55 /- /- /29
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.001 D C 68 /- /- /41 /81 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf B Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TIC CSI: 0.108 g q=
p TPI Std: 2014 Max BC CSI: 0.082 D Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SIP#2;
Bot chord:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord.
��{nnnntrurtr
M H.
NN••••cE's•. 'A `''�
o.T08 1 = _
•
•oz SAT O :� '
BOA ° �°NaLs..
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222373 JACK Ply: 1 Job Number: 21-0512 Cust:R761 JRef:1X7U7610033 T47
FROM: Qty: 2 /GROZA BUILDERS,INC.//SCHLIGHT RES DrwNo: 222.21.1504.04347
Truss Label: C3 SSB / WHK 08/10/2021
C
10'3"14
12
5
F- o
CV �
CN
B
A
8'
D
3X4(B1)
5'0°7
1'
r 5'0°7
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00
Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): NA B 260 /- /- /198 /125 /146
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.006 D D 93 /- /- /51 /-
EXP:C Itzt:NA TL
Des Ld: 37.00 HORZ( ): 0.007 D C 123 /- /- /79 /138 /-
Mean Height:15.00 ft Wind reactions based on MWFRS
NCBCLL: 10.00 TCDL:4.0 psf Building Code: Creep Factor:2.0
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.348 B Brg Width=8.05
. Min Req= 1.5
p TPI Std D Brg Width=1.55
: 2014 Max BC CSI: 0.257 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord.
0.7108 1
•
• r
•oz SAT O r�
de
CoA,,, �uaLis��
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. I#efer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes 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 the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracin4 of trusses. A seal on this drawing or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this Suite 305
drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com; TPI:t inst.or ; SBCA:sbcindust .com; ICC:iccsafe.or ; AWC:awc.org Orlando FL,32821
SEQN:222358 JACK Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 TS
FROM: Qty: 5 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1504.10900
Truss Label: C4 SSB / WHK 08/10/2021
12
5 C
B 8'7"14
CV
A
8'
39 - D
=3X4(B1)
1'0"7
110117 �I
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): NA B 142 /- /- /132 /89 /45
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.000 C D 16 /- /- /9 /3 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.000 C C - /-8 /- /28 /30 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf B Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.061 g q=
p TPI Std: 2014 Max BC CSI: 0.010 D Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SIP#2;
Bot chord:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord.
Ff
�µpt�unnruptr
a.708 1
• r
•o% SAT O
-A A
1
(8/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint o webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE
J
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_g Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/ 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional ancLsneering responsibility solely or the design shown.The suitability and use of g is Suite 305
drawing for any s ructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222361 JACK Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T44
FROM: Qty: 3 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1504.12033
Truss Label: C5 SSB / WHK 08/10/2021
12 C
5 9'5"14
B (V
A
8'
D
=3X4(B1310117
1' 3'O"7
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): NA B 190 /- /- /153 /95 /96
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.001 D D 55 /- /- /29
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.001 D C 68 /- /- /41 /81 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf B Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TIC CSI: 0.108 g q=
p TPI Std: 2014 Max BC CSI: 0.082 D Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SIP#2;
Bot chord:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord.
�µpps,rnntulrrrn
' 0.708 1
,as SAT 0
E l �
cOA S 01YALa•�'
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted oyhervvise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222364 JACK Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T37
FROM: Qty: 2 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1504.13553
Truss Label: C6 SSB / WHK 08/10/2021
C
10'3"14
12
5
F_ o
(V �
CV
B
J A
8'
D
3X4(B 1)
5'0°7
1 r 5'0°7
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): NA B 260 /- /- /198 /125 /146
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.006 D D 93 /- /- /51 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.007 D - - C 123 /- /- /79 /138 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf B Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.348 g q=
p TPI Std: 2014 Max BC CSI: 0.257 D Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SIP#2;
Bot chord:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord.
�µpt�unnruptr
••y� t� •.
a.708 1
• r
•oz SAT O r�
c0�ac „ I AL��,,�,s•,
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222829 JACK Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T14
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1504.14967
Truss Label: C7 SSB / WHK 08/10/2021
12
5 �_--
C
1111B.5X4 107'14
A
M
zo N
N
8'
E D
1111.5X4
1 0"12
-412
1 '
1-0"7
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): -0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.000 B 999 240 E 134 /- /- /140 /107 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.000 B - - D 19 /- /- /10 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.000 B - - C - /-8 /- /45 /42 /45
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf E Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.069 g q=
p TPI Std: 2014 Max BC CSI: 0.009 D Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.023 Bearing E is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Webs:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical exposed to wind pressure.Deflection
meets L/180.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord. N1�u�mruulrha
Ff.
••y� t� •.
a.708 1
• r
•oz SAT O r�
It
cOA,,,c „ A1��,,�,s.,
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222809 JACK Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T15
FROM:DEG Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1504.16300
Truss Label: C8 SSB / WHK 08/10/2021
12
5
C
1111..5X4 107'14
A �
T
M r
(O
Ll 9'
E D
III 1.5X4
1' 1'0°7
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.000 B 999 240 E 127 /- /- /153 /112 /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.000 B - - D 21 /- /- /10 /- /33
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.000 B - - C - /-2 /- /27 /47 /81
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf E Br Width=3.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.067 g q=
p TPI Std: 2014 Max BC CSI: 0.010 D Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.051 Bearing E is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Webs:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical exposed to wind pressure.Deflection
meets L/180.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord. �t111U1fltgllrlhq���
• fC' ''
0.708 1
* � =
•as SAT 0
cOA/t AL
anis"i
08/1 1/202 1
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222491 JACK Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T53
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1504.38443
Truss Label: C9 SSB / WHK 08/10/2021
12
5 � C
B T 87'14
CD
C_N
A
8'
—3X4(B1) D
7"7
1r � 110117 i
1'0n7
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.012 D 784 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.017 D 530 240 D 487 /- /- /508 /356 /45
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.008 C - - D - /-347 /- /254 /352 /-
EXP:C Kzt:NA HORZTL
Des Ld: 37.00 Mean Height:15.00 ft ( ): 0.011 C C - /-2 /- /25 /27 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf D Br Width=3.5 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TIC CSI: 0.061 g q=
p TPI Std: 2014 Max BC CSI: 0.181 D Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing D is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SIP#2;
Bot chord:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
Negative reaction(s)of-347#MAX.from a non-wind
load case requires uplift connection.See Maximum
Reactions.
ptrrrnnuu�rrn
(3)16d common(0.162"x3.5")nails at bot tom chord
Nord � H
.1
0.Z08 1
* � =
•as SAT 0
cOA t AL
anis"i
08/1 1/202 1
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222485 JACK Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T52
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1504.41893
Truss Label: C10 SSB / WHK 08/10/2021
1' 3'0"7
1' 2,0"7
12 D
5 9'5"14
II 1.5X4
C SO
m
B fV
A
8'
F E
3X4(B1)
1111.5X4
�8„-�
1 1, 2,0"7
1' 3'0"7
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.014 F 999 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.022 F 621 240 G 295 /- /- /266 /143 /96
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.008 D - - E 17 /-21 /- /36 /30 /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.013 D - - D 36 /-23 /- /26 /45 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf G Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.155 g q=
p TPI Std: 2014 Max BC CSI: 0.150 E Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 D Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.028 Bearing G is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Webs:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord.
0001 nrnt:lurlr
M H
D Z08 1 = _
•
SC A—
'4�0 .
, l .'ww�
COA ZEaL
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW CGMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
SEQN:222482 JACK Ply: 1 Jo Number: 21-0512 Cust:R761 JRef:1X7U7610033 T51
FROM: Qty: 1 J
GROZA BUILDERS,INC.//SCHLIGHT RES Dnallo: 222.21.1504.44870
Truss Label: C11 SSB / WHK 08/10/2021
1' 5'0"7
1' 4'0"7
D
12 10'3"14
5 �
1111.5X4 `So
C o
(V iV
B
A A
8'
F E
3X4(B1)
1111.5X4
1' 4'0"7
1' 1' 5'07
Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-16 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.017 F 787 360 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.024 F 563 240 G 330 /- /- /274 /145 /146
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): -0.011 D - - E 65 /- /- /35 A /-
EXP:C Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL
): 0.015 D - - D 94 /- /- /50 /108 /-
NCBCLL: 10.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS
TCDL:4.0 psf G Br Width=8.0 Min Re 1.5
Soffit: 2.00 BCDL:4.0 psf FBC 7th Ed.2020 Res. Max TC CSI: 0.224 g q=
p TPI Std: 2014 Max BC CSI: 0.196 E Brg Width=1.5 Min Req=-
Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 D Brg Width=1.5 Min Req=-
Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.050 Bearing G is a rigid surface.
Loc.from endwall:Any FT/RT:20(0)/5(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s):
Wind Duration:1.33 WAVE VIEW Ver:20.02.01A.1209.10
Lumber
Top chord:2x4 SP#2;
Bot chord:2x4 SP#2;
Webs:2x4 SP#2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
Provide(2)0.131"x3.0",min.toe-nails at top chord.
Provide(2)0.131"x3.0",min.toe-nails at bottom chord.
��{nnnnrrurtr
M H
o.Z08 1 = _
•
COA S oNaL
08/11/2021
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,bVV TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted othewise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for permanent lateral restraint olYwebs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information.
Alpine,a division of ITW Build ina_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,TW COMPANY
truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawin or cover page 6750 Forum Drive
listing this drawin indicates acceptance of professional encLsneering responsibility solely-for the design shown.The suitability and use of g is Suite 305
drawing for any s Iucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine:al ineitw.com• TPI:t inst.or • SBCA:sbcindust .com• ICC:iccsafe.or • AWC:awc.org Orlando FL,32821
CLR Reinf orcing Member Substitution
T-Reinforcement
This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf,
is specified on a truss design but an alternative web L-Reinforcement: or
reinforcement Method is desired. L-Reinf,
Apply to either side of web narrow face.
Notes: Attach with 10d (0.128'x3,0',min) nails
at 6' o.c, Reinforcing member is
a minimum 80% of web
This detail is only applicable for changing the specified CLR member length.
shown on single ply sealed designs to T-reinforcement or
L-reinforecement or scab reinforcement,
Alternative reinforcement specified in chart below may be conservative,
For minimum alternative reinforcement, re-run design with appropriate
reinforcement type,
Use scabs instead of L- or T- reinforcement on webs with intersecting
truss joints, such as K-web joints, that may interfere with proper
application along the narrow face of the web. T-Reinf. L-Reinf,
Web Member Specified CLR Alternative Reinforecement SCOb Reinforcer�ent
Size Restraint T- or L- Reinf. Scab Reinf.
2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web.
2x3 or 2x4 2 rows 2x6 2-2x4 No more than Q) scab per face.
Attach with 10d (0.128'x3.0',min) nails
2x6 1 row 2x4 1-2x6 at 6' o.c, Reinforcing member is a
2x6 2 rows 2x6 2-2x4OK) minimum 80% of web member length,
2x8 1 row 2x6 1-2x8
2x8 2 rows 2x6 2-2x6010
Scab Reinf.
T-reinforcement, L-reinforcement, or scab reinforcement to be same
species and grade or better than web member unless specified
otherwise on Engineer's sealed design,
010 Center scab on wide face of web. Apply (1) scab to each
face of web.
�e r
"WARNING"READ AND FOLLOW ALL NOTES ON THIS DRAVDQ � O. CJ L L PSF REF CLR S u b s t,
WIFORTMI'm Fl1RNISH THIS DRAWING TO ALL CONTRACTORS DICLUDDIG THE INSTALLERSC
Trusses require extreme care In fabricating,handling,shipping,Instalung and bracingRefe�i t,�y�nd . 1, !
follow the latest edition of BCSI(Building Component Safety Information,by TPI and Si.,B fojsclFetN TIC DL PSF DATE 01/02/19
practices prior to performing these functions. Installers shall structural
temporary bracing pe BCSI. '
Unless noted otherwise,top chord shall have Locations
attached structural sheathing and boon cho�d S A T O • B C D L P S F D R W G B R C L B S U B 0119
shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint`pf sw '� /1 '• (r
®shall have bracing installed per BCSI sections B3,B7 or B10,as applbable. Apply plates to ea61
ALPINE of truss and position as shown above and on the Joint Details, mess noted otherwise. • [
Refer to anddrawingspoi ion16OA-Zas for standard plate positions. 1 !S •�f w•efa. C BC LL PSF
Alpine,n division of ITW Building Components Group Inc shall not be responsible for any devi tb V +�0. *• �r\ TOT, LD, PSF
this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shippin ••+"+�+w
AN ITW COMPANY Installation S.bracing of trusses.
A seal on this drawing or cover page ustIng this drawling,Indicates acceptance of professional /11/2021
514 Earth City Expressway feng4ae sr4g responsbpit=solelys ithe�s�BA �y�I/�I Se�drawing �►j.L:.li q�t— OUR, FAC,
Suite 242 tract �fM/N1
Earth City,MO63045 For more information see this Job's general notes page and these web sites- SPACING
ALPINE,www.alpineitw.comt TPI1 www.tpinst.orgi SBCA,www.sbcindustryargl ICG wwwJccsafe.org
Gable Stud Reinforcement Detail
ASCE 7-161 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Ors 160 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00
Ors 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00
Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00
2x4 Brace (1) lx4 'L' Brace !t (1) 2x4 'L' Brace s (2) 2x4 'L' Brace silt (1) 2x6 'L' Brace 1K (2) 2x6 'L' Brace x Bracing Group Species and Grades:
Gable Vertical No
Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A:
S S
r SP
#1 / #2 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' S' 8' 9' 11' 1' 11' 7' 13' 3' 13' 9' ruce-Pine-Fir Hen-Fir
#1 / #2 IStandard #2 1 Stud
r #3 3' 4' 5' 1' 5' 5' 6' 9' 7' 3' 8' 4' 8' 8' 10' 7' 11' 4' 13' 1' 13' 7' 1 #3 1 Stud 1 #3 IStandard
O L� Stud 3' 4' 5' 0' 5' 4' 6' 9' 7' 2' 8' 4' 8' 8' 10' 6' 11' 3' 13' 1' 13' 7'
IHl Standard 3' 4' 4' 4' 4' 7' 5' 9' 6' 2' 7' 10' 8' 5' 9' 1' 9' 8' 12' 4' 13' 2' Dou ins Fir-Larch Southern Pinewwwl
#1 3' 8' 6' 1' 6' 4' 7' 2' 7' 5' 8' 6' 8' 10' 11' 3' 11' 8' 13' 4' 13' 11' #3 #3
J S P #2 3' 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5' 8' 9' ill 1' I1' 7' 13' 3' 13' 9' Stud Stud
Standard I Standard
#3 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' 13' 8'
CLI D F L Stud 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' 13' 8'
Standard 3' 1' 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0' 11' 5' 12' 3' Group B:
_ r #1 / #2 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' 8' 10, 1' 12' 9' 13' 3' 14' 0' 14' 0' Hem-Fir
S P r #3 3' 10' 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13' 1' 14' 0' 14' 0' #1 & Btr
U L� Stud 3' 10' 6' 2' 6' 7' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 1 13' 1' 14' 0' 14' 0' #1
O I� Standard 3' 10' 5' 4' 5' 8' 7' 1' 7' 7' 9' 7' 9' ill 11, 1' ill 11' 14' 0' 14' 0' Do, ins Fir-Larch Southern Pinewmis
#1 4' 3' 7' 0' 7' 3' 8' 3' 8' 6' 9' 9' 10' 2' 12' 11' 13' 5' 14' 0' 14' 0' #1 #1
SF) #2 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' 8' 10, 1' 12' 9' 13' 3' 14' 0' 14' 0' #21 #2
#3 3' li' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' ill 8' 12' 6' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board),
DFL Stud 3' 11' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' ill 8' 12' 6' 14' 0' 14' 0'
Ql r—I xwtFor 1x4 So. Pine use only Industrial 55 or
Standard 3' 9' 4' 11' 5' 3' 6' 7' 7' 0' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B
#1 / #2 4' 5' 7' 7' 7' 10' 8' ill 9' 3' 9' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these rndes.
d S P F #3 4' 3' 7' 2' 7' 7' 8' 10, 9' 2' 10' 6' 10, 11' 13' 10' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes:
u U L� Stud 4' 3' 7' 1' 7' 7' 8' 10, 9' 2' 10' 6' 10, 11' 13' 10' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240.
O I l Standard 4' 3' 6' 2' 6' 6' 8' 2' 8' 9' 10' 6' 10, 11' 12' 10' 13' 9' 14' 0' 14' 0' Provide uplift connections for 100 plf over
X #1 4' 8' 7' 8' 7' 11' 9' 0' 9' 5' 10, 9' 11' 2' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load).
d S P #2 4' 5' 7' 7' 7' 10' 8' ll' 9' 3' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers
#3 4' 4' 6' S' 6' 10' 8' 7' 9' 12' 10' 7' ill 0' 13' 5' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang.
D F L Stud 4' 44 6' 5' 6' 10' 8' 7' 9' 12' 10' 7' 11' 0' 13' 5' 14' 0' 14' 0' 14' 0'
Standard 4' 3' 5' 8' 6' 1' 7' 7' 8' 1' 10' 3' 10' 11' ill ill 12' 9' 14' 0' 14' 0'
Symm Attach 'L' braces with 10d (0,128'x3.0' min) nails.
About
able Truss � AFor (1) 'L' brace: space nails at 2' o,c.
In 18' end zones and 4' o.c. between zones.
Diagonal brace options )K)KFor (2) 'L' braces: space nails at 3' o.c.
In 18' end zones and 6' o.c. between zones.
vertical length may be
doubled when diagonal I 18' 'L' bracing must be a minimum of 80% of web
brace Is used, Connect I J_ member length,
diagonal brace for 775# VDF--L
at each end. Max web I Gable Vertical Plate Sizes
total length Is 14'. Zones,t pe Ead Vertical Len th No Splice
Less than 4' 0' 2X3
better diagonal Greater than 4' 0', but 4X4
braces single r 10IIfN rlh less than 10' 0'
Vertical length shown ; g g• !r /
In table above, 45 or double cut N�
,} (ns shown) nt 'i, + Refer to common truss design for
upper end, rl' irli rer LAUN • peak, splice, and heel plates.
Le •r ,, Refer to the Bullding Designer for conditions
Connect diagonal at �
midpoint of vertical web. Refer to chart ov 4 eefor ifiax galoL ye t' a le, th, not addressed by this detail.
mWARNINGm READ MID FOLLOW ALL NOTES ON THIS DRAWIM ; 0 AUd I REF ASCE7-16-GAB18015
wwllpQtTANTa Fl1RNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS( e
Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Ref ��p,n�, r
follow the latest edition of BCSI(Building Component Safety Infornatlon,by TPI and SBCA)fo salfet)r DATE 01/26/2018
practices prior to performing these functions. Installers shall strut temporary bracing BCSI. •
Unless noted otherwise,top chord shall have properly attached structural sheathing and bo on than SAT O • DRWG A18015ENC160118
shop have a properly attached rigidSCSI ceiling.ctlo Locations shown for permanent lateral restrolnt f s • �;
shop have bracing ion as
own SCSI sections the
B7 or BIB,as unlessQppticabte.no Apply plates to wa •+L,_
ALPINE of truss and position 16O ns shown above and on the Joint Detolls,unless noted otherwise. •s
Refer to drawings f IT for standard plate positions. �
Alpine,o division of ITW Building Components Group Inc.shall not be responsible for any deWatb r tee•• y *ww
this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shippin �wr"•w•• G MAX, T❑T, LD, 60 PSF
AN ITW COMPANY Installation S.bracing of trusses. S 0N��(r
A seal on this drawing or cover page Usting this drawing,Indicates acceptance of professional I Y
514 Earth City Expressway ergYweerYg responsbpity solely for the design shown The suitability and use of this drawing � tll►`b�/11/2021
Suite 242 for any structure k the responsbllity of the Building Designer per ANSI/TPI I Sect.
Earth City,MO 63045 For more information see this Job's general notes page and these web sites: MAX, SPACING 24�Ow
ALPINE,www.alpineitw.com;TPI:www.tpinst.orgt SBCA,wwwsbcindustry.orgi ICC:wwwJccsafe.org
Gabe Detail
For Let-in Verticals Gable Truss Plate Sizes
About` + Refer to appropriate Alpine gable detail for
II minimum plate sizes for vertical studs,
+QRefer to Engineered truss design for peak,
splice, web, and heel plates,
®If gable vertical plates overlap, use a
+ single plate that covers the total area of
the overlapped plates to span the web,
Gable + 2 X 4
Vertical Example
LtyPth 2X8
2X4
'T' Reinforcement Attachment Detail
'T' Reinforcing 'T' Reinforcing
13 Member Member
+ Toe-nail - Or - End-nail
+ + To convert from 'L' to 'T' reinforcing members,
Provide connections for uplift specified on the engineered truss design, multiply increase by length (based on
appropriaatt e Alpine gable detail).
Attach each 'T' reinforcing member with
End Driven Noilsi Maximum allowable 'T' reinforced gable vertical
10d Common (0,148'x 3.',min) Nails at 4' o.c, plus length is 14' from top to bottom chord,
(4) nails In the top and bottom chords. 'T' reinforcing member material must match size,
Rigid Sheathing Toenailed Nails- specle, and grade of the 'L' reinforcing member.
10d Common (0,148'x3',m1n) Toenails at 4' o.c. plus eb Length Increase w/ 'T' Brace
4 Nails (4) toenails in the top and bottom chords.
'T' Relnf. 'T'
IT' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase
Reinforcing wind load. 2x4 30
Member
ASCE 7-05 Gable Detail Drawings Example, 2x6 20
A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph
Nalls A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00
Gable S aced At ASCE 7-10 & ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o.c. SIR #3
Truss P 9
4' o.c. A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4
A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30% = 1.30
A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = 8' 7'
A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, Maximum 'T' Reinforced Gable Vertical Length
S11515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118, 1.30 x 8' 7' = 11' 2'
S18015ENCI00118, S20015ENCI00118, S20015END10011 IOge!
511530ENC100118, S12030ENC100118, S14030ENC �Q 0O1F` f '�
4 Nails S18030ENC100118, S20030ENC100118, S20030 01 a g�►�+r°�i�
10
Ceiling See appropriate Alpine gable detail for maxi .ejo •9�E l ngth,
i
"WARNING=READ AND FOLLOW ALL NOTES ON THIS DRAVDLLi ; Q AUO I REF LET-IN V E R T
■EWORTANTm FLRNISN INS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERTruSC{gyp. ¢
follorsses the lnieste extreme edltbn ofcare BCSik(Bu0.dngnConponentUSnfetypinforintloni Installing and
PIbnndMBCA)efo saFe4 DATE 01/02/2018
racpractices prior to performing these functions. Installers shall provide temporary bracing SCSI. ¢
Unless noted otherwise,top chord shall have properly attached structural sheatWrg and bo om cholo S AT O • DRWG GBLLETIN0118
shop have a properly attached rigid ceiling. Locations shown for permanent laterol restrolnt f sii �7 f11
®shop have bracing installed per BCSI sections B3,B7 or BIO,as opplkoble. Apply plotes to ea ¢+L,_
ALPINE of truss and position 16O as shown above and on the Joint Details,unless noted olherrdse.
Refer to drawings 160A-Z for standard plate positions. ' D set 1
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deWatio ��er y *er
this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for hondling,shippin ♦¢r"wr•• G' MAX. TOT, LD, 6O PSF
ALPINE
COMPA W Inslallnilon L bracing drawing
of trusses. ON AL��
A seal on tWs drnrkg or cover page Usl4g this drawing,Wdcntes acceptance of professional ��
514 Earth City Expressway fnergYw!ering responsb�0.ltlsolely=or i e the awn �y��I drawing �►i� tll g/11/2021 DUR, FAC, ANY
Suite 242 Q"
Earth City,MO 63045 for more information see this Job's general notes page and these web sites. MAX, SPACING 24,0'
ALPINE-wwr.alpineitw.comi TPI,www.tpinst.orgi SBCA,wwr.sbcindustry.orgi ICC,rwwJccsafe.org