· 4/12 4/12 4/12 4/12 4/12 4 / 12 4 / 12 9/12 9 / 12 9/12 9 / 12 92 ' 8" 28 ' 6...
TRANSCRIPT
4/124/12
4/12 4/12 4/12
4/12
4/12
9/12
9/12
9/12
9/12
92'8
"
28'6
"816
'13
'6"
15'7
"12
12'7
"86'
94'1
"
12'6" 15'10"4 8'5"4 1'4"
12
6'5"124'6"4 1'
1"
11'6"4 8"12 4'5" 2'
8"4
10"1
2
2'4" 4'3"
2'10
"12
15'8"4 2'11
"4
28'2
"429
'6"
28'3
"4
5'5"
12
2'
2'
2'
2'
5'5"
12
3'86
'8"
4'5"
12'6" 50' 35'10"
1'
19'4
"36
'2"
37'2
"4'
5"
12'6" 25' 7'2" 25'8" 9'8" 19'4"99'4"
A B C D E F G H J K L M N P Q R S T
2
3
4
5
6
7
1BOT CHORDEXTENDED FORHANGER
BOT CHORDEXTENDED FORHANGER
TRUSSES ARE STUBBED 1-1/2" AT EXTERIOR WALLS FOR SHEATHING
UPSET BEAM B.O.
2X4 PURLINS FLAT @ 24"OC MAX
DBL 2X6 PLATES ON TOPOF TOP CHORD OF TRUSS
DBL 2X6 PLATES ON TOPOF TOP CHORD OF TRUSS
18/S6.0
HUS26
HUS26 HUS26
HUS26
LUS24
LUS24
NAILTJC
37
HH
US2
82
HH
US2
62
3 PLY
2 PL
Y
2 PL
Y
2 PLY
2 PLY 2 PLY
A
AX
TT1
T1
T2X
T2X
T3X
T3XT3X
T3X T5
T5
T5
T5
T5
T5
T5
T5
T6 T6
T6T6
T6 T6
T6T6
TL
TL
T4
T4
BBX
CCX
AV1
AV2
AV3
AV4
AV5
AV6
AV7
AV8
AV9
AV10
AV11
BV1
BV2
BV3
BV4
BV5
BV6
BV7
BV8
BV9
BV10
BV11
BV12
BV13
CV1
CV2
CV3
CV4
CV5
CV6
CV7
CV8
CV9
CV10
CV11
CV12
CV13
DS1 D D1X
D3X
DS2
DS1
E1
EDS1
EDS2
EDS2
FF FDS1
FDS1
FDS2
D
D D2D2
D4
D5X
D6
EEE1
E1E1E2
P
FFF F1F1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP1
BP2
BP2
BP1
BP1
BP1
BP1
F2
BP3BP3 BP3
BP3
BP3
BP3
BP3
BP3
BP3
BP3
BP3
BP4
BP4
BP3 BP3BP3 BP3 BP3BP4 BP4
BP3BP3 BP3BP3 BP3BP3 BP3 BP3BP4 BP4
BP3
BP3
BP3
BP3
BP3
BP3
BP3
BP3
BP4
BP4
BP5
BP5BP5
BP5
BP5BP5 BP5BP5 BP5BP5 BP5BP5
BP5
BP5BP5 BP5BP5 BP5BP5 BP5BP5
BP5
BP5
BP5
BP5BP5 BP5BP5 BP5BP5 BP5
BP5 BP5BP5 BP5BP5 BP5BP5 BP5BP5 BP5BP5 BP5BP5 BP5BP5 BP5BP5 BP5 BP5BP5 BP5BP5 BP5BP5 BP5
BP6BP6
TV1
TV2
A
A
PAGE NO:
1 OF 1
JOB NO:
102711
Lot
: WES
T M
ICH
IGAN
PED
IATR
IC D
L
ayou
t: R
CH
D
esig
ner:
Rob
ert H
erro
n
C
ontra
ctor
: T2
C
usto
mer
: STA
ND
ALE
LUM
BER
A
ddre
ss: 8
45 E
16T
H S
TREE
T
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / A 49'9" 4/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SP 2700f-2.0E :B2, B3 2x6 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W2, W11 2x6 SP 2700f-2.0E::W4, W6, W7, W9 2x4 SPF #3: :W10 2x4 SPF 1650f-1.5E:
(**) 2 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.03 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design. Calculated horizontal deflection is 0.17" due to live load and 0.09"
due to dead load.(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 49.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 2.00.Calculated vertical deflection is 0.49" due to live load and 0.54" dueto dead load at X = 29-5-9. WARNING: Furnish a copy of this DWG to the installation contractor.
Special care must be taken during handling, shipping and installationof trusses. See "WARNING" note below.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = A 49'9" 4/12 Common
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
T 3717 / - / 1446 / - / 136 / 5.5U 3719 / - / 1446 / - / - / 5.5Wind reactions based on MWFRST Min Brg Width Req = 3.5U Min Brg Width Req = 3.5Bearings T & U Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 60 0B - C 116 - 214C - D 818 - 7344D - E 837 - 7274E - F 788 - 6211
Chords Tens. Comp.
F - G 788 - 6214G - H 838 - 7279H - I 818 - 7349I - J 116 - 214J - K 60 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
T - S 6909 - 673S - R 6220 - 573R - Q 6220 - 573Q - P 4986 - 397
Chords Tens. Comp.
P - O 4986 - 397O - N 6223 - 577N - M 6223 - 577M - L 6914 - 676
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - T 256 - 586T - C 731 - 7449C - S 199 - 194S - E 812 - 56E - Q 276 - 1422Q - F 2041 - 160
Webs Tens. Comp.
F - O 2047 - 160O - G 276 - 1423G - M 815 - 56M - I 199 - 193I - L 731 - 7454J - L 255 - 586
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
A 49'9" 4/12 Common
WEIGHT =362.4
SEQ - 231348
TYPE COMN
(a)
(a) (a)(a)
10'10"
LEFT RAKE = 1'10"11 RIGHT RAKE = 1'10"11
AB
CD
E
F
G
HI
JK
LMNOPQRST U
412
1.5X4(**)SS0708
4X12
3X4
5X6
H0510
4X4
4X8(R)
7X8
H0510 4X8(R)
4X4
H0510
5X6
3X4
4X12
1.5X4(**)SS0708
28'1"5 28'1"5
24'10"8 24'10"8
49'9"1'9"8 1'9"8
1'4"4
9'7"
12Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / A 49'9" 4/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SP 2700f-2.0E :B2, B3 2x6 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W2, W11 2x6 SP 2700f-2.0E::W4, W6, W7, W9 2x4 SPF #3: :W10 2x4 SPF 1650f-1.5E:
(**) 2 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.03 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design. Calculated horizontal deflection is 0.17" due to live load and 0.09"
due to dead load.(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 49.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 2.00.Calculated vertical deflection is 0.49" due to live load and 0.54" dueto dead load at X = 29-5-9. WARNING: Furnish a copy of this DWG to the installation contractor.
Special care must be taken during handling, shipping and installationof trusses. See "WARNING" note below.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = A 49'9" 4/12 Common
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
T 3717 / - / 1446 / - / 136 / 5.5U 3719 / - / 1446 / - / - / 5.5Wind reactions based on MWFRST Min Brg Width Req = 3.5U Min Brg Width Req = 3.5Bearings T & U Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 60 0B - C 116 - 214C - D 818 - 7344D - E 837 - 7274E - F 788 - 6211
Chords Tens. Comp.
F - G 788 - 6214G - H 838 - 7279H - I 818 - 7349I - J 116 - 214J - K 60 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
T - S 6909 - 673S - R 6220 - 573R - Q 6220 - 573Q - P 4986 - 397
Chords Tens. Comp.
P - O 4986 - 397O - N 6223 - 577N - M 6223 - 577M - L 6914 - 676
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - T 256 - 586T - C 731 - 7449C - S 199 - 194S - E 812 - 56E - Q 276 - 1422Q - F 2041 - 160
Webs Tens. Comp.
F - O 2047 - 160O - G 276 - 1423G - M 815 - 56M - I 199 - 193I - L 731 - 7454J - L 255 - 586
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
A 49'9" 4/12 Common
WEIGHT =362.4
SEQ - 231348
TYPE COMN
(a)
(a) (a)(a)
10'10"
LEFT RAKE = 1'10"11 RIGHT RAKE = 1'10"11
AB
CD
E
F
G
HI
JK
LMNOPQRST U
412
1.5X4(**)SS0708
4X12
3X4
5X6
H0510
4X4
4X8(R)
7X8
H0510 4X8(R)
4X4
H0510
5X6
3X4
4X12
1.5X4(**)SS0708
28'1"5 28'1"5
24'10"8 24'10"8
49'9"1'9"8 1'9"8
1'4"4
9'7"
12
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AX 50'6" 4/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x10 SP 2400f-2.0EBot chord 2x10 SP 2400f-2.0E Webs 2x4 SPF Stud:W5, W6, W7, W11, W12, W13 2x4 SPF #1/#2: :W8, W10 2x4 SPF 1650f-1.5E::W9 2x4 SPF 2100f-1.8E:
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacingbetween rows and stagger nails in each row to avoid splitting.4" o.c. spacing of nails perpendicular and parallel tograin required in area over bearings greater than 4"
All plates are 7X8(R) except as noted.
Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 101 plf at 0.00 to 101 plf at 25.25 TC- From 101 plf at 25.25 to 101 plf at 50.50 BC- From 15 plf at 0.00 to 15 plf at 50.50 BC- 1897.65 lb Conc. Load at 1.88, 3.88, 5.88, 7.88 9.88,11.88,13.88,15.88,17.88,19.88,21.88,23.88,25.8829.88,31.88,33.88,35.88,37.88,39.88,41.88,43.88,45.8847.88 BC- 1851.09 lb Conc. Load at 27.88 BC- 2724.33 lb Conc. Load at 49.88
Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 2 49.667' 1 12" 5 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.
115 mph wind, 16.27 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS.Calculated horizontal deflection is 0.21" due to live load and 0.13"due to dead load.Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 2.00.Calculated vertical deflection is 0.74" due to live load and 0.89" dueto dead load at X = 30-4-5.
PLT TYP. WAVEDESC = AX 50'6" 4/12 Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 3 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
Z 26048 / - / 456 / - / - / 10.0AA 28035 / - / 445 / 0 / - / 10.0Wind reactions based on MWFRSZ Min Brg Width Req = 9.5M Min Brg Width Req = -Bearings Z & M Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 0- 17915B - C 0- 19492C - D 0- 18017D - E 0- 17988E - F 0- 15743F - G 0- 13534
Chords Tens. Comp.
G - H 0 - 13534H - I 0 - 15741I - J 0 - 18001J - K 0 - 18029K - L 0 - 19512L - M 0 - 17995
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - Y 16605 0Y - X 16606 0X - W 18517 0W - V 18517 0V - U 16994 0U - T 14799 0T - S 14797 0
Chords Tens. Comp.
S - R 14797 0R - Q 17004 0Q - P 18536 0P - O 18536 0O - N 16683 0N - M 16683 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
Y - B 18 - 147B - X 2142 0X - C 1092 - 12C - V 0 - 1784V - E 2784 0
Webs Tens. Comp.
T - H 0 - 3279H - R 3693 0R - I 0 - 3175I - Q 2804 0Q - K 0 - 1793
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AX 50'6" 4/12 Girder
WEIGHT =1535.2
SEQ - 231607
TYPE COMN
3 Complete Trusses Required
BL1 10'10"
A
B
CD
E
F
G
H
IJ
K
L
M
NOPQRSTUVWXYZ AA
412
SS1012(B6R)
1.5X4
7X8
H0710
4X4(R)8X8
SS10126X12(R)
6X8
8X20(R)
8X20(R) SS0708
6X8
6X12(R)SS1012
8X84X6
H0710
7X8
1.5X4
SS1012(B6R)
26'7"6 26'7"6
25'3" 25'3"
50'6"
1'2"12
9'7"
12Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AX 50'6" 4/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x10 SP 2400f-2.0EBot chord 2x10 SP 2400f-2.0E Webs 2x4 SPF Stud:W5, W6, W7, W11, W12, W13 2x4 SPF #1/#2: :W8, W10 2x4 SPF 1650f-1.5E::W9 2x4 SPF 2100f-1.8E:
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacingbetween rows and stagger nails in each row to avoid splitting.4" o.c. spacing of nails perpendicular and parallel tograin required in area over bearings greater than 4"
All plates are 7X8(R) except as noted.
Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 101 plf at 0.00 to 101 plf at 25.25 TC- From 101 plf at 25.25 to 101 plf at 50.50 BC- From 15 plf at 0.00 to 15 plf at 50.50 BC- 1897.65 lb Conc. Load at 1.88, 3.88, 5.88, 7.88 9.88,11.88,13.88,15.88,17.88,19.88,21.88,23.88,25.8829.88,31.88,33.88,35.88,37.88,39.88,41.88,43.88,45.8847.88 BC- 1851.09 lb Conc. Load at 27.88 BC- 2724.33 lb Conc. Load at 49.88
Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 2 49.667' 1 12" 5 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.
115 mph wind, 16.27 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS.Calculated horizontal deflection is 0.21" due to live load and 0.13"due to dead load.Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 2.00.Calculated vertical deflection is 0.74" due to live load and 0.89" dueto dead load at X = 30-4-5.
PLT TYP. WAVEDESC = AX 50'6" 4/12 Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 3 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
Z 26048 / - / 456 / - / - / 10.0AA 28035 / - / 445 / 0 / - / 10.0Wind reactions based on MWFRSZ Min Brg Width Req = 9.5M Min Brg Width Req = -Bearings Z & M Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 0- 17915B - C 0- 19492C - D 0- 18017D - E 0- 17988E - F 0- 15743F - G 0- 13534
Chords Tens. Comp.
G - H 0 - 13534H - I 0 - 15741I - J 0 - 18001J - K 0 - 18029K - L 0 - 19512L - M 0 - 17995
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - Y 16605 0Y - X 16606 0X - W 18517 0W - V 18517 0V - U 16994 0U - T 14799 0T - S 14797 0
Chords Tens. Comp.
S - R 14797 0R - Q 17004 0Q - P 18536 0P - O 18536 0O - N 16683 0N - M 16683 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
Y - B 18 - 147B - X 2142 0X - C 1092 - 12C - V 0 - 1784V - E 2784 0
Webs Tens. Comp.
T - H 0 - 3279H - R 3693 0R - I 0 - 3175I - Q 2804 0Q - K 0 - 1793
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AX 50'6" 4/12 Girder
WEIGHT =1535.2
SEQ - 231607
TYPE COMN
3 Complete Trusses Required
BL1 10'10"
A
B
CD
E
F
G
H
IJ
K
L
M
NOPQRSTUVWXYZ AA
412
SS1012(B6R)
1.5X4
7X8
H0710
4X4(R)8X8
SS10126X12(R)
6X8
8X20(R)
8X20(R) SS0708
6X8
6X12(R)SS1012
8X84X6
H0710
7X8
1.5X4
SS1012(B6R)
26'7"6 26'7"6
25'3" 25'3"
50'6"
1'2"12
9'7"
12
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AX 50'6" 4/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.15 50.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
WARNING: Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling, shipping and installationof trusses. See "WARNING" note below.
* WARNING* A reaction exceeds 20000 lbs.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AX 50'6" 4/12 Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 3 QTY= 1 REV. 16.02.01A.0117.20
E - U 0 - 3156U - F 3697 0F - T 0 - 3282G - T 7598 0
K - O 1098 - 12O - L 2078 0L - N 18 - 147
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AX 50'6" 4/12 Girder
WEIGHT =1535.2
SEQ - 231607
TYPE COMN
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV1 44'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 16.90 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.00 44.63Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV1 44'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
Y* 131 / - / 51 / - / 2 / 535Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 301 - 83B - C 200 - 31C - D 266 - 25D - E 288 - 1E - F 292 0F - G 281 0
Chords Tens. Comp.
G - H 281 0H - I 292 0I - J 288 0J - K 266 - 25K - L 200 - 31L - M 301 - 83
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - X 103 - 191X - W 107 - 205W - V 108 - 210V - U 109 - 214U - T 110 - 214T - S 111 - 218
Chords Tens. Comp.
S - R 111 - 218R - Q 109 - 214Q - P 109 - 214P - O 108 - 210O - N 107 - 205N - M 103 - 191
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - X 186 - 555D - W 108 - 352E - V 114 - 499F - T 191 - 651G - S 26 - 471
Webs Tens. Comp.
R - H 191 - 651P - I 114 - 499O - J 108 - 352N - L 186 - 555
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV1 44'7"9 4/12 Valley
WEIGHT =179.4
SEQ - 231384
TYPE VAL
13'0"4A
BC
D
E
F
G
H
I
JK
L
M
NOPQRSTUVWX Y
412
3X5(D1)1.5X3
1.5X3
3X51.5X3
1.5X3
1.5X3
1.5X33X6
1.5X3
1.5X3
5X6
1.5X4 1.5X3
1.5X3
3X61.5X3
1.5X3
1.5X3
1.5X33X5
1.5X3
1.5X33X5(D1)
44'7"9
22'8" 22'8"
22'3"12 22'3"12
0"4
7'5"
8Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV1 44'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 16.90 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.00 44.63Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV1 44'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
Y* 131 / - / 51 / - / 2 / 535Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 301 - 83B - C 200 - 31C - D 266 - 25D - E 288 - 1E - F 292 0F - G 281 0
Chords Tens. Comp.
G - H 281 0H - I 292 0I - J 288 0J - K 266 - 25K - L 200 - 31L - M 301 - 83
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - X 103 - 191X - W 107 - 205W - V 108 - 210V - U 109 - 214U - T 110 - 214T - S 111 - 218
Chords Tens. Comp.
S - R 111 - 218R - Q 109 - 214Q - P 109 - 214P - O 108 - 210O - N 107 - 205N - M 103 - 191
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - X 186 - 555D - W 108 - 352E - V 114 - 499F - T 191 - 651G - S 26 - 471
Webs Tens. Comp.
R - H 191 - 651P - I 114 - 499O - J 108 - 352N - L 186 - 555
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV1 44'7"9 4/12 Valley
WEIGHT =179.4
SEQ - 231384
TYPE VAL
13'0"4A
BC
D
E
F
G
H
I
JK
L
M
NOPQRSTUVWX Y
412
3X5(D1)1.5X3
1.5X3
3X51.5X3
1.5X3
1.5X3
1.5X33X6
1.5X3
1.5X3
5X6
1.5X4 1.5X3
1.5X3
3X61.5X3
1.5X3
1.5X3
1.5X33X5
1.5X3
1.5X33X5(D1)
44'7"9
22'8" 22'8"
22'3"12 22'3"12
0"4
7'5"
8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV2 40'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 17.23 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 38.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV2 40'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
Y* 131 / - / 51 / - / 2 / 487Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 94 - 53B - C 70 - 38C - D 106 - 30D - E 115 - 27E - F 135 - 42F - G 160 - 63
Chords Tens. Comp.
G - H 160 - 63H - I 135 - 42I - J 115 - 27J - K 106 - 18K - L 70 - 38L - M 94 - 53
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - X 66 - 62X - W 70 - 67W - V 72 - 69V - U 74 - 71U - T 74 - 60T - S 75 - 60
Chords Tens. Comp.
S - R 75 - 60R - Q 74 - 59Q - P 74 - 59P - O 72 - 58O - N 70 - 56N - M 66 - 51
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - X 155 - 419D - W 117 - 400E - V 109 - 462F - T 182 - 643G - S 19 - 364
Webs Tens. Comp.
R - H 182 - 643P - I 109 - 462O - J 117 - 400N - L 155 - 418
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV2 40'7"9 4/12 Valley
WEIGHT =161.3
SEQ - 231386
TYPE VAL
13'8"4A
B
C D
E
F
G
H
I
J K
L
M
NOPQRSTUVWXY
412
3X5(D1)1.5X3
1.5X3
3X51.5X3
1.5X3
1.5X3
1.5X3 3X6
1.5X3
1.5X3
5X5
1.5X3 1.5X3
1.5X3
3X6 1.5X3
1.5X3
1.5X3
1.5X33X5
1.5X3
1.5X3 3X5(D1)
40'7"9
20'6"11 20'6"11
20'3"12 20'3"12
0"4
6'9"
8Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV2 40'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 17.23 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 38.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV2 40'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
Y* 131 / - / 51 / - / 2 / 487Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 94 - 53B - C 70 - 38C - D 106 - 30D - E 115 - 27E - F 135 - 42F - G 160 - 63
Chords Tens. Comp.
G - H 160 - 63H - I 135 - 42I - J 115 - 27J - K 106 - 18K - L 70 - 38L - M 94 - 53
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - X 66 - 62X - W 70 - 67W - V 72 - 69V - U 74 - 71U - T 74 - 60T - S 75 - 60
Chords Tens. Comp.
S - R 75 - 60R - Q 74 - 59Q - P 74 - 59P - O 72 - 58O - N 70 - 56N - M 66 - 51
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - X 155 - 419D - W 117 - 400E - V 109 - 462F - T 182 - 643G - S 19 - 364
Webs Tens. Comp.
R - H 182 - 643P - I 109 - 462O - J 117 - 400N - L 155 - 418
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV2 40'7"9 4/12 Valley
WEIGHT =161.3
SEQ - 231386
TYPE VAL
13'8"4A
B
C D
E
F
G
H
I
J K
L
M
NOPQRSTUVWXY
412
3X5(D1)1.5X3
1.5X3
3X51.5X3
1.5X3
1.5X3
1.5X3 3X6
1.5X3
1.5X3
5X5
1.5X3 1.5X3
1.5X3
3X6 1.5X3
1.5X3
1.5X3
1.5X33X5
1.5X3
1.5X3 3X5(D1)
40'7"9
20'6"11 20'6"11
20'3"12 20'3"12
0"4
6'9"
8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV3 36'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 17.56 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 34.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV3 36'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
U* 131 / - / 51 / - / 2 / 439Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 350 - 75B - C 212 - 22C - D 316 - 20D - E 342 0E - F 327 0
Chords Tens. Comp.
F - G 327 0G - H 342 0H - I 316 - 20I - J 212 - 22J - K 350 - 75
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - T 96 - 238T - S 100 - 252S - R 101 - 257R - Q 101 - 257Q - P 103 - 262
Chords Tens. Comp.
P - O 103 - 262O - N 101 - 257N - M 101 - 257M - L 100 - 252L - K 96 - 238
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - T 170 - 555D - S 94 - 403E - Q 176 - 653F - P 52 - 496
Webs Tens. Comp.
O - G 176 - 653M - H 94 - 403L - J 170 - 555
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV3 36'7"9 4/12 Valley
WEIGHT =140.7
SEQ - 231393
TYPE VAL
14'4"4A
B C
D
E
F
G
H
I J
K
LMNOPQRSTU
412
3X4(D1)
1.5X3
1.5X3
3X5
1.5X3
1.5X3 3X5
1.5X3
1.5X3
5X5
1.5X3 1.5X3
1.5X3
3X5 1.5X3
1.5X3
3X5
1.5X3
1.5X3
3X4(D1)
36'7"9
18'5"6 18'5"6
18'3"12 18'3"12
0"4
6'1"
8Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV3 36'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 17.56 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 34.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV3 36'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
U* 131 / - / 51 / - / 2 / 439Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 350 - 75B - C 212 - 22C - D 316 - 20D - E 342 0E - F 327 0
Chords Tens. Comp.
F - G 327 0G - H 342 0H - I 316 - 20I - J 212 - 22J - K 350 - 75
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - T 96 - 238T - S 100 - 252S - R 101 - 257R - Q 101 - 257Q - P 103 - 262
Chords Tens. Comp.
P - O 103 - 262O - N 101 - 257N - M 101 - 257M - L 100 - 252L - K 96 - 238
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - T 170 - 555D - S 94 - 403E - Q 176 - 653F - P 52 - 496
Webs Tens. Comp.
O - G 176 - 653M - H 94 - 403L - J 170 - 555
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV3 36'7"9 4/12 Valley
WEIGHT =140.7
SEQ - 231393
TYPE VAL
14'4"4A
B C
D
E
F
G
H
I J
K
LMNOPQRSTU
412
3X4(D1)
1.5X3
1.5X3
3X5
1.5X3
1.5X3 3X5
1.5X3
1.5X3
5X5
1.5X3 1.5X3
1.5X3
3X5 1.5X3
1.5X3
3X5
1.5X3
1.5X3
3X4(D1)
36'7"9
18'5"6 18'5"6
18'3"12 18'3"12
0"4
6'1"
8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV4 32'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 17.90 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 30.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV4 32'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
U* 131 / - / 51 / - / 1 / 391Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 112 - 42B - C 80 - 21C - D 123 - 6D - E 145 - 31E - F 128 - 50
Chords Tens. Comp.
F - G 128 - 50G - H 145 - 31H - I 123 0I - J 80 - 21J - K 112 - 42
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - T 55 - 42T - S 59 - 58S - R 61 - 65R - Q 62 - 65Q - P 63 - 71
Chords Tens. Comp.
P - O 63 - 71O - N 61 - 65N - M 61 - 65M - L 59 - 58L - K 55 - 41
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - T 140 - 422D - S 106 - 450E - Q 165 - 642F - P 42 - 372
Webs Tens. Comp.
O - G 165 - 642M - H 106 - 450L - J 140 - 422
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV4 32'7"9 4/12 Valley
WEIGHT =123.6
SEQ - 231391
TYPE VAL
15'0"4A
B
CD
E
F
G
HI
J
K
LMNOPQRSTU
412
3X4(D1)1.5X3
1.5X3
3X51.5X3
1.5X3 3X5
1.5X3
1.5X3
4X6(R)
1.5X3 1.5X3
1.5X3
3X5 1.5X3
1.5X33X5
1.5X3
1.5X33X4(D1)
32'7"9
16'4"1 16'4"1
16'3"12 16'3"12
0"4
5'5"
8Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV4 32'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 17.90 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 30.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV4 32'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
U* 131 / - / 51 / - / 1 / 391Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 112 - 42B - C 80 - 21C - D 123 - 6D - E 145 - 31E - F 128 - 50
Chords Tens. Comp.
F - G 128 - 50G - H 145 - 31H - I 123 0I - J 80 - 21J - K 112 - 42
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - T 55 - 42T - S 59 - 58S - R 61 - 65R - Q 62 - 65Q - P 63 - 71
Chords Tens. Comp.
P - O 63 - 71O - N 61 - 65N - M 61 - 65M - L 59 - 58L - K 55 - 41
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - T 140 - 422D - S 106 - 450E - Q 165 - 642F - P 42 - 372
Webs Tens. Comp.
O - G 165 - 642M - H 106 - 450L - J 140 - 422
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV4 32'7"9 4/12 Valley
WEIGHT =123.6
SEQ - 231391
TYPE VAL
15'0"4A
B
CD
E
F
G
HI
J
K
LMNOPQRSTU
412
3X4(D1)1.5X3
1.5X3
3X51.5X3
1.5X3 3X5
1.5X3
1.5X3
4X6(R)
1.5X3 1.5X3
1.5X3
3X5 1.5X3
1.5X33X5
1.5X3
1.5X33X4(D1)
32'7"9
16'4"1 16'4"1
16'3"12 16'3"12
0"4
5'5"
8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV5 28'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.23 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 26.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV5 28'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
N* 131 / - / 50 / - / 1 / 343Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 428 - 71B - C 399 - 22C - D 405 0
Chords Tens. Comp.
D - E 405 0E - F 399 - 22F - G 428 - 71
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - M 93 - 313M - L 96 - 327L - K 98 - 333K - J 98 - 333
Chords Tens. Comp.
J - I 98 - 333I - H 96 - 327H - G 93 - 313
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - M 155 - 599C - L 153 - 593D - K 84 - 562
Webs Tens. Comp.
I - E 153 - 593H - F 155 - 599
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/15/19
AV5 28'7"9 4/12 Valley
WEIGHT =102.8
SEQ - 231395
TYPE VAL
15'8"4A
B
C
D
E
F
G
HIJKLMN
412
3X4(D1)
1.5X3
1.5X3
1.5X3
1.5X3
5X5
1.5X3 3X5 1.5X3
1.5X3
1.5X3
1.5X3
3X4(D1)
28'7"9
14'2"13 14'2"13
14'3"12 14'3"12
0"4
4'9"
8Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV5 28'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.23 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 26.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV5 28'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
N* 131 / - / 50 / - / 1 / 343Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 428 - 71B - C 399 - 22C - D 405 0
Chords Tens. Comp.
D - E 405 0E - F 399 - 22F - G 428 - 71
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - M 93 - 313M - L 96 - 327L - K 98 - 333K - J 98 - 333
Chords Tens. Comp.
J - I 98 - 333I - H 96 - 327H - G 93 - 313
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - M 155 - 599C - L 153 - 593D - K 84 - 562
Webs Tens. Comp.
I - E 153 - 593H - F 155 - 599
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/15/19
AV5 28'7"9 4/12 Valley
WEIGHT =102.8
SEQ - 231395
TYPE VAL
15'8"4A
B
C
D
E
F
G
HIJKLMN
412
3X4(D1)
1.5X3
1.5X3
1.5X3
1.5X3
5X5
1.5X3 3X5 1.5X3
1.5X3
1.5X3
1.5X3
3X4(D1)
28'7"9
14'2"13 14'2"13
14'3"12 14'3"12
0"4
4'9"
8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV6 24'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.56 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 22.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV6 24'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
N* 131 / - / 50 / - / 1 / 295Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 144 - 34B - C 160 - 19C - D 154 - 32
Chords Tens. Comp.
D - E 154 - 32E - F 160 - 19F - G 144 - 35
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - M 49 - 73M - L 53 - 89L - K 55 - 97K - J 55 - 97
Chords Tens. Comp.
J - I 55 - 97I - H 53 - 89H - G 49 - 73
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - M 130 - 473C - L 162 - 635D - K 67 - 392
Webs Tens. Comp.
I - E 162 - 635H - F 130 - 472
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV6 24'7"9 4/12 Valley
WEIGHT =90.3
SEQ - 231397
TYPE VAL
16'4"4A
B
C
D
E
F
G
HIJKLMN
412
3X4(D1)1.5X3
1.5X3
1.5X3
1.5X3
4X4
1.5X3 3X5 1.5X3
1.5X3
1.5X3
1.5X33X4(D1)
24'7"9
12'1"8 12'1"8
12'3"12 12'3"12
0"4
4'1"
8Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV6 24'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.56 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 22.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV6 24'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
N* 131 / - / 50 / - / 1 / 295Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 144 - 34B - C 160 - 19C - D 154 - 32
Chords Tens. Comp.
D - E 154 - 32E - F 160 - 19F - G 144 - 35
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - M 49 - 73M - L 53 - 89L - K 55 - 97K - J 55 - 97
Chords Tens. Comp.
J - I 55 - 97I - H 53 - 89H - G 49 - 73
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - M 130 - 473C - L 162 - 635D - K 67 - 392
Webs Tens. Comp.
I - E 162 - 635H - F 130 - 472
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV6 24'7"9 4/12 Valley
WEIGHT =90.3
SEQ - 231397
TYPE VAL
16'4"4A
B
C
D
E
F
G
HIJKLMN
412
3X4(D1)1.5X3
1.5X3
1.5X3
1.5X3
4X4
1.5X3 3X5 1.5X3
1.5X3
1.5X3
1.5X33X4(D1)
24'7"9
12'1"8 12'1"8
12'3"12 12'3"12
0"4
4'1"
8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV7 20'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.90 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 18.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV7 20'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
J* 131 / - / 50 / - / 1 / 247G / 373Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 533 - 70B - C 491 - 5
Chords Tens. Comp.
C - D 491 - 7D - E 532 - 72
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - I 91 - 411I - H 95 - 426H - G 95 - 426
Chords Tens. Comp.
G - F 96 - 426F - E 91 - 411
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - I 177 - 794C - H 96 - 550
Webs Tens. Comp.
F - D 177 - 790
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV7 20'7"9 4/12 Valley
WEIGHT =72.8
SEQ - 231399
TYPE VAL
17'0"4A
B
C
D
E
FGHIJ
412
3X4(D1)
1.5X3
1.5X3
4X4
1.5X3 3X5 1.5X3
1.5X3
3X4(D1)
20'7"9
10'0"3 10'0"3
10'3"12 10'3"12
0"4
3'5"
8Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV7 20'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.90 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 18.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV7 20'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
J* 131 / - / 50 / - / 1 / 247G / 373Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 533 - 70B - C 491 - 5
Chords Tens. Comp.
C - D 491 - 7D - E 532 - 72
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - I 91 - 411I - H 95 - 426H - G 95 - 426
Chords Tens. Comp.
G - F 96 - 426F - E 91 - 411
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - I 177 - 794C - H 96 - 550
Webs Tens. Comp.
F - D 177 - 790
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV7 20'7"9 4/12 Valley
WEIGHT =72.8
SEQ - 231399
TYPE VAL
17'0"4A
B
C
D
E
FGHIJ
412
3X4(D1)
1.5X3
1.5X3
4X4
1.5X3 3X5 1.5X3
1.5X3
3X4(D1)
20'7"9
10'0"3 10'0"3
10'3"12 10'3"12
0"4
3'5"
8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV8 16'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.23 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 14.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV8 16'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
J* 131 / - / 50 / - / 1 / 199Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 195 - 24B - C 193 0
Chords Tens. Comp.
C - D 192 0D - E 193 - 24
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - I 34 - 107I - H 40 - 124H - G 40 - 124
Chords Tens. Comp.
G - F 41 - 124F - E 35 - 109
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - I 157 - 647C - H 87 - 401
Webs Tens. Comp.
F - D 156 - 647
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV8 16'7"9 4/12 Valley
WEIGHT =53.0
SEQ - 231401
TYPE VAL
17'8"4A
B
C
D
E
FGHIJ
412
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 3X5 1.5X3
1.5X3
2X4(D8R)
16'7"9
7'10"14 7'10"14
8'3"12 8'3"12
0"4
2'9"
8Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV8 16'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.23 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 14.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV8 16'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
J* 131 / - / 50 / - / 1 / 199Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 195 - 24B - C 193 0
Chords Tens. Comp.
C - D 192 0D - E 193 - 24
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - I 34 - 107I - H 40 - 124H - G 40 - 124
Chords Tens. Comp.
G - F 41 - 124F - E 35 - 109
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - I 157 - 647C - H 87 - 401
Webs Tens. Comp.
F - D 156 - 647
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV8 16'7"9 4/12 Valley
WEIGHT =53.0
SEQ - 231401
TYPE VAL
17'8"4A
B
C
D
E
FGHIJ
412
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 3X5 1.5X3
1.5X3
2X4(D8R)
16'7"9
7'10"14 7'10"14
8'3"12 8'3"12
0"4
2'9"
8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV9 12'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.56 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 63 -1.73 10.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV9 12'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 131 / - / 49 / - / 1 / 151Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 916 - 195
Chords Tens. Comp.
B - C 916 - 195
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 225 - 797
Chords Tens. Comp.
D - C 225 - 797
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 283 - 1007
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV9 12'7"9 4/12 Valley
WEIGHT =39.2
SEQ - 231403
TYPE VAL
18'4"4
A
B
C
DE
412
2X4(D8R)
4X4
1.5X3
2X4(D8R)
12'7"9
5'9"10 5'9"10
6'3"12 6'3"12
0"4
2'1"
8Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV9 12'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.56 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 63 -1.73 10.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV9 12'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 131 / - / 49 / - / 1 / 151Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 916 - 195
Chords Tens. Comp.
B - C 916 - 195
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 225 - 797
Chords Tens. Comp.
D - C 225 - 797
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 283 - 1007
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV9 12'7"9 4/12 Valley
WEIGHT =39.2
SEQ - 231403
TYPE VAL
18'4"4
A
B
C
DE
412
2X4(D8R)
4X4
1.5X3
2X4(D8R)
12'7"9
5'9"10 5'9"10
6'3"12 6'3"12
0"4
2'1"
8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV10 8'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.90 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 6.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV10 8'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 131 / - / 48 / - / 1 / 103Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 389 - 91
Chords Tens. Comp.
B - C 389 - 91
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 121 - 325
Chords Tens. Comp.
D - C 121 - 325
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 184 - 515
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV10 8'7"9 4/12 Valley
WEIGHT =26.6
SEQ - 231405
TYPE VAL
19'0"4
A
B
C
D
E
412
2X4(D8R)
4X4
1.5X3
2X4(D8R)
8'7"9
3'8"5 3'8"5
4'3"12 4'3"12
0"4
1'5"
8Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV10 8'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.90 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.73 6.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV10 8'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 131 / - / 48 / - / 1 / 103Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 389 - 91
Chords Tens. Comp.
B - C 389 - 91
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 121 - 325
Chords Tens. Comp.
D - C 121 - 325
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 184 - 515
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV10 8'7"9 4/12 Valley
WEIGHT =26.6
SEQ - 231405
TYPE VAL
19'0"4
A
B
C
D
E
412
2X4(D8R)
4X4
1.5X3
2X4(D8R)
8'7"9
3'8"5 3'8"5
4'3"12 4'3"12
0"4
1'5"
8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV11 4'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2
115 mph wind, 20.23 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 56 -1.73 2.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV11 4'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
D* 131 / - / 44 / - / 1 / 55.5Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 162 - 531
Chords Tens. Comp.
B - C 162 - 531
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 538 - 141
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV11 4'7"9 4/12 Valley
WEIGHT =12.6
SEQ - 231407
TYPE VAL
19'8"4
AB
C
D
412
2X4(D8R) 3X4 2X4(D8R)
4'7"9
1'7" 1'7"
2'3"12 2'3"12
0"4
9"8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / AV11 4'7"9 4/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2
115 mph wind, 20.23 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 56 -1.73 2.89Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = AV11 4'7"9 4/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
D* 131 / - / 44 / - / 1 / 55.5Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 162 - 531
Chords Tens. Comp.
B - C 162 - 531
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 538 - 141
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
AV11 4'7"9 4/12 Valley
WEIGHT =12.6
SEQ - 231407
TYPE VAL
19'8"4
AB
C
D
412
2X4(D8R) 3X4 2X4(D8R)
4'7"9
1'7" 1'7"
2'3"12 2'3"12
0"4
9"8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / B 25'5" 9/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF Stud :W4, W5 2x4 SPF #3:
115 mph wind, 16.90 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -1.73 23.68Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
Top Chord overhang(s) may be field trimmed.
PLT TYP. WAVEDESC = B 25'5" 9/12 Common
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
N 2100 / - / 790 / - / 183 / 5.5J 2101 / - / 790 / - / - / 5.5Wind reactions based on MWFRSN Min Brg Width Req = 3.3J Min Brg Width Req = 3.3Bearings N & J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 96 0B - C 142 - 233C - D 193 - 2062D - E 232 - 2024
Chords Tens. Comp.
E - F 232 - 2025F - G 193 - 2063G - H 141 - 233H - I 96 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
N - M 1576 - 9M - L 1165 0
Chords Tens. Comp.
L - K 1165 0K - J 1577 - 9
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - N 167 - 469N - C 15 - 2145C - M 191 - 280M - E 811 - 71
Webs Tens. Comp.
E - K 813 - 71K - G 191 - 280G - J 15 - 2146H - J 165 - 469
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
B 25'5" 9/12 Common
WEIGHT =165.7
SEQ - 231381
TYPE COMN
(a)
(a)
10'10"
LEFT RAKE = 1'9"14 RIGHT RAKE = 1'9"14
A
B
CD
E
FG
H
I
JKLMN
912
1.5X4
4X6(R)
3X83X5
3X5
5X8(R1)
H0308 3X5
3X53X8
1.5X4
4X6(R)
17'8"8 17'8"8
12'8"8 12'8"8
25'5"1'5"8 1'5"8
1'10
"3
11'4
"9
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / B 25'5" 9/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF Stud :W4, W5 2x4 SPF #3:
115 mph wind, 16.90 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -1.73 23.68Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
Top Chord overhang(s) may be field trimmed.
PLT TYP. WAVEDESC = B 25'5" 9/12 Common
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
N 2100 / - / 790 / - / 183 / 5.5J 2101 / - / 790 / - / - / 5.5Wind reactions based on MWFRSN Min Brg Width Req = 3.3J Min Brg Width Req = 3.3Bearings N & J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 96 0B - C 142 - 233C - D 193 - 2062D - E 232 - 2024
Chords Tens. Comp.
E - F 232 - 2025F - G 193 - 2063G - H 141 - 233H - I 96 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
N - M 1576 - 9M - L 1165 0
Chords Tens. Comp.
L - K 1165 0K - J 1577 - 9
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - N 167 - 469N - C 15 - 2145C - M 191 - 280M - E 811 - 71
Webs Tens. Comp.
E - K 813 - 71K - G 191 - 280G - J 15 - 2146H - J 165 - 469
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
B 25'5" 9/12 Common
WEIGHT =165.7
SEQ - 231381
TYPE COMN
(a)
(a)
10'10"
LEFT RAKE = 1'9"14 RIGHT RAKE = 1'9"14
A
B
CD
E
FG
H
I
JKLMN
912
1.5X4
4X6(R)
3X83X5
3X5
5X8(R1)
H0308 3X5
3X53X8
1.5X4
4X6(R)
17'8"8 17'8"8
12'8"8 12'8"8
25'5"1'5"8 1'5"8
1'10
"3
11'4
"9
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BX 26'1" 9/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x8 SP 2400f-2.0E Webs 2x4 SPF 1650f-1.5E :W1 2x6 SP 2700f-2.0E::W3, W4, W5, W10, W11 2x4 SPF Stud: :W9 2x4 SPF #1/#2::W13 2x10 SP 2400f-2.0E:
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.4" o.c. spacing of nails perpendicular and parallel tograin required in area over bearings greater than 4"
Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 105 plf at 0.00 to 105 plf at 12.71 TC- From 105 plf at 12.71 to 105 plf at 26.08 BC- From 15 plf at 0.00 to 15 plf at 26.08 BC- 1882.45 lb Conc. Load at 1.33, 3.33, 5.33, 7.33 9.33,11.33,13.33,15.33,17.33,19.33,21.33,23.33 BC- 1860.82 lb Conc. Load at 25.33
Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 16" 25 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.
(**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 17.20 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BX 26'1" 9/12 Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
Q 13527 / - / 68 / - / - / 5.5R 14054 / - / 74 / - / - / 13.5Wind reactions based on MWFRSQ Min Brg Width Req = -R Min Brg Width Req = 7.4Bearings Q & R Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 0 - 7084B - C 0 - 6656C - D 0 - 6542D - E 0 - 5390
Chords Tens. Comp.
E - F 0 - 5391F - G 0 - 6822G - H 0 - 6915H - I 0 - 7982
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
Q - P 167 0P - O 5588 0O - N 5219 0N - M 5421 0
Chords Tens. Comp.
M - L 5421 0L - K 6247 0K - J 1233 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - Q 0 - 6015A - P 5687 0P - B 526 - 151B - O 0 - 478O - D 2257 0D - N 0 - 1882E - N 6042 0
Webs Tens. Comp.
N - F 0 - 2299F - L 2766 0L - H 0 - 1138H - K 1349 - 52K - I 5124 0I - J 0 - 5726
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BX 26'1" 9/12 Girder
WEIGHT =528.0
SEQ - 231669
TYPE COMN
2 Complete Trusses Required
BL1 10'10"
A
B
C
D
E
F
G
H
I
JKLMNOPQ R
912
H0912(R)
7X8
8X10
3X4
5X6
8X8
5X10
5X10(R)
8X10(R) H0610
7X8
5X10(R)
5X6
4X6
SS0708
SS0712
7X8(**)
15'10"10 16'8"10
12'8"8 13'4"8
26'1"
1'10
"3
1'4"3
11'4
"9
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BX 26'1" 9/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x8 SP 2400f-2.0E Webs 2x4 SPF 1650f-1.5E :W1 2x6 SP 2700f-2.0E::W3, W4, W5, W10, W11 2x4 SPF Stud: :W9 2x4 SPF #1/#2::W13 2x10 SP 2400f-2.0E:
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.4" o.c. spacing of nails perpendicular and parallel tograin required in area over bearings greater than 4"
Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 105 plf at 0.00 to 105 plf at 12.71 TC- From 105 plf at 12.71 to 105 plf at 26.08 BC- From 15 plf at 0.00 to 15 plf at 26.08 BC- 1882.45 lb Conc. Load at 1.33, 3.33, 5.33, 7.33 9.33,11.33,13.33,15.33,17.33,19.33,21.33,23.33 BC- 1860.82 lb Conc. Load at 25.33
Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 16" 25 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.
(**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 17.20 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BX 26'1" 9/12 Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
Q 13527 / - / 68 / - / - / 5.5R 14054 / - / 74 / - / - / 13.5Wind reactions based on MWFRSQ Min Brg Width Req = -R Min Brg Width Req = 7.4Bearings Q & R Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 0 - 7084B - C 0 - 6656C - D 0 - 6542D - E 0 - 5390
Chords Tens. Comp.
E - F 0 - 5391F - G 0 - 6822G - H 0 - 6915H - I 0 - 7982
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
Q - P 167 0P - O 5588 0O - N 5219 0N - M 5421 0
Chords Tens. Comp.
M - L 5421 0L - K 6247 0K - J 1233 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - Q 0 - 6015A - P 5687 0P - B 526 - 151B - O 0 - 478O - D 2257 0D - N 0 - 1882E - N 6042 0
Webs Tens. Comp.
N - F 0 - 2299F - L 2766 0L - H 0 - 1138H - K 1349 - 52K - I 5124 0I - J 0 - 5726
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BX 26'1" 9/12 Girder
WEIGHT =528.0
SEQ - 231669
TYPE COMN
2 Complete Trusses Required
BL1 10'10"
A
B
C
D
E
F
G
H
I
JKLMNOPQ R
912
H0912(R)
7X8
8X10
3X4
5X6
8X8
5X10
5X10(R)
8X10(R) H0610
7X8
5X10(R)
5X6
4X6
SS0708
SS0712
7X8(**)
15'10"10 16'8"10
12'8"8 13'4"8
26'1"
1'10
"3
1'4"3
11'4
"9
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BX 26'1" 9/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 26.08Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
PLT TYP. WAVEDESC = BX 26'1" 9/12 Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV. 16.02.01A.0117.20
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BX 26'1" 9/12 Girder
WEIGHT =528.0
SEQ - 231669
TYPE COMN
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV1 24'5"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W3 2x4 SPF #3:
115 mph wind, 17.76 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.00 24.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV1 24'5"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
G* 135 / - / 55 / - / 6 / 293Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 145 - 95B - C 156 - 96C - D 140 - 120
Chords Tens. Comp.
D - E 140 - 120E - F 156 - 96F - G 145 - 98
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - M 106 - 82M - L 110 - 87L - K 112 - 89K - J 112 - 89
Chords Tens. Comp.
J - I 112 - 97I - H 110 - 94H - G 106 - 89
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - M 125 - 419C - L 154 - 470D - K 0 - 385
Webs Tens. Comp.
I - E 154 - 470H - F 126 - 418
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV1 24'5"9 9/12 Valley
WEIGHT =113.4
SEQ - 231409
TYPE VAL
(a)
13'0"4A
B
C
D
E
F
G
HIJKLM
912
3X4(D1)
1.5X3
1.5X3
1.5X3
1.5X3
5X5
1.5X3 3X5 1.5X3
1.5X3
1.5X3
1.5X3
3X4(D1)
24'5"9
14'10"1 14'10"1
12'2"13 12'2"13
0"4
9'2"
5Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV1 24'5"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W3 2x4 SPF #3:
115 mph wind, 17.76 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.00 24.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV1 24'5"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
G* 135 / - / 55 / - / 6 / 293Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 145 - 95B - C 156 - 96C - D 140 - 120
Chords Tens. Comp.
D - E 140 - 120E - F 156 - 96F - G 145 - 98
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - M 106 - 82M - L 110 - 87L - K 112 - 89K - J 112 - 89
Chords Tens. Comp.
J - I 112 - 97I - H 110 - 94H - G 106 - 89
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - M 125 - 419C - L 154 - 470D - K 0 - 385
Webs Tens. Comp.
I - E 154 - 470H - F 126 - 418
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV1 24'5"9 9/12 Valley
WEIGHT =113.4
SEQ - 231409
TYPE VAL
(a)
13'0"4A
B
C
D
E
F
G
HIJKLM
912
3X4(D1)
1.5X3
1.5X3
1.5X3
1.5X3
5X5
1.5X3 3X5 1.5X3
1.5X3
1.5X3
1.5X3
3X4(D1)
24'5"9
14'10"1 14'10"1
12'2"13 12'2"13
0"4
9'2"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV2 22'8"4 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
Full Height Blocking reinforcement required toprevent buckling of members over the bearings:bearing 1 located at 0.00'
115 mph wind, 18.10 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 21.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV2 22'8"4 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
G* 135 / - / 55 / - / 6 / 272Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 91 - 93B - C 112 - 140C - D 134 - 169
Chords Tens. Comp.
D - E 134 - 169E - F 112 - 140F - G 103 - 106
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - M 91 - 59M - L 95 - 63L - K 98 - 66K - J 98 - 66
Chords Tens. Comp.
J - I 98 - 77I - H 95 - 74H - G 91 - 70
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - M 110 - 367C - L 157 - 481D - K 0 - 323
Webs Tens. Comp.
I - E 157 - 481H - F 111 - 367
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV2 22'8"4 9/12 Valley
WEIGHT =102.2
SEQ - 231411
TYPE VAL
(a)
13'8"4A
B
C
D
E
F
G
HIJKLM
912
3X4(D1)
1.5X3
1.5X3
1.5X3
1.5X3
4X4
1.5X3 3X5 1.5X3
1.5X3
1.5X3
1.5X3
3X4(D1)
22'8"4
13'8"12 13'8"12
11'4"2 11'4"2
0"4
8'6"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV2 22'8"4 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
Full Height Blocking reinforcement required toprevent buckling of members over the bearings:bearing 1 located at 0.00'
115 mph wind, 18.10 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 21.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV2 22'8"4 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
G* 135 / - / 55 / - / 6 / 272Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 91 - 93B - C 112 - 140C - D 134 - 169
Chords Tens. Comp.
D - E 134 - 169E - F 112 - 140F - G 103 - 106
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - M 91 - 59M - L 95 - 63L - K 98 - 66K - J 98 - 66
Chords Tens. Comp.
J - I 98 - 77I - H 95 - 74H - G 91 - 70
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - M 110 - 367C - L 157 - 481D - K 0 - 323
Webs Tens. Comp.
I - E 157 - 481H - F 111 - 367
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV2 22'8"4 9/12 Valley
WEIGHT =102.2
SEQ - 231411
TYPE VAL
(a)
13'8"4A
B
C
D
E
F
G
HIJKLM
912
3X4(D1)
1.5X3
1.5X3
1.5X3
1.5X3
4X4
1.5X3 3X5 1.5X3
1.5X3
1.5X3
1.5X3
3X4(D1)
22'8"4
13'8"12 13'8"12
11'4"2 11'4"2
0"4
8'6"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV3 20'10"15 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.43 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.85 20.06Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV3 20'10"15 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
G* 135 / - / 55 / - / 6 / 250Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 68 - 95B - C 82 - 170C - D 125 - 202
Chords Tens. Comp.
D - E 125 - 202E - F 82 - 170F - G 80 - 108
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - M 82 - 48M - L 83 - 53L - K 86 - 55K - J 86 - 55
Chords Tens. Comp.
J - I 91 - 65I - H 92 - 63H - G 92 - 58
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - M 99 - 329C - L 158 - 486D - K 0 - 283
Webs Tens. Comp.
I - E 158 - 486H - F 100 - 328
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV3 20'10"15 9/12 Valley
WEIGHT =97.8
SEQ - 231414
TYPE VAL
14'4"4A
B
C
D
E
F
G
HIJKLM
912
3X4(D1)
1.5X3
1.5X3
1.5X3
1.5X3
4X4
1.5X3 3X5 1.5X3
1.5X3
1.5X3
1.5X3
3X4(D1)
20'10"15
12'7"6 12'7"6
10'5"7 10'5"7
0"4
7'10
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV3 20'10"15 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.43 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.85 20.06Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV3 20'10"15 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
G* 135 / - / 55 / - / 6 / 250Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 68 - 95B - C 82 - 170C - D 125 - 202
Chords Tens. Comp.
D - E 125 - 202E - F 82 - 170F - G 80 - 108
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - M 82 - 48M - L 83 - 53L - K 86 - 55K - J 86 - 55
Chords Tens. Comp.
J - I 91 - 65I - H 92 - 63H - G 92 - 58
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - M 99 - 329C - L 158 - 486D - K 0 - 283
Webs Tens. Comp.
I - E 158 - 486H - F 100 - 328
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV3 20'10"15 9/12 Valley
WEIGHT =97.8
SEQ - 231414
TYPE VAL
14'4"4A
B
C
D
E
F
G
HIJKLM
912
3X4(D1)
1.5X3
1.5X3
1.5X3
1.5X3
4X4
1.5X3 3X5 1.5X3
1.5X3
1.5X3
1.5X3
3X4(D1)
20'10"15
12'7"6 12'7"6
10'5"7 10'5"7
0"4
7'10
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV4 19'1"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
Full Height Blocking reinforcement required toprevent buckling of members over the bearings:bearing 1 located at 0.00'
115 mph wind, 18.76 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 18.28Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV4 19'1"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 55 / - / 6 / 229Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 374 - 73B - C 299 0
Chords Tens. Comp.
C - D 299 0D - E 374 - 73
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - H 99 - 154H - G 103 - 167
Chords Tens. Comp.
G - F 103 - 167F - E 99 - 154
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - H 174 - 571C - G 0 - 552
Webs Tens. Comp.
F - D 174 - 571
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV4 19'1"9 9/12 Valley
WEIGHT =82.2
SEQ - 231417
TYPE VAL
15'0"4A
B
C
D
E
FGH
912
3X4(D1)
1.5X3
1.5X3
4X4
5X5 1.5X3
1.5X3
3X4(D1)
19'1"9
11'6"1 11'6"1
9'6"13 9'6"13
0"4
7'2"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV4 19'1"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
Full Height Blocking reinforcement required toprevent buckling of members over the bearings:bearing 1 located at 0.00'
115 mph wind, 18.76 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 18.28Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV4 19'1"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 55 / - / 6 / 229Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 374 - 73B - C 299 0
Chords Tens. Comp.
C - D 299 0D - E 374 - 73
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - H 99 - 154H - G 103 - 167
Chords Tens. Comp.
G - F 103 - 167F - E 99 - 154
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - H 174 - 571C - G 0 - 552
Webs Tens. Comp.
F - D 174 - 571
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV4 19'1"9 9/12 Valley
WEIGHT =82.2
SEQ - 231417
TYPE VAL
15'0"4A
B
C
D
E
FGH
912
3X4(D1)
1.5X3
1.5X3
4X4
5X5 1.5X3
1.5X3
3X4(D1)
19'1"9
11'6"1 11'6"1
9'6"13 9'6"13
0"4
7'2"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV5 17'4"4 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.10 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 16.51Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV5 17'4"4 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 55 / - / 6 / 208Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 244 - 56B - C 203 - 54
Chords Tens. Comp.
C - D 203 - 54D - E 244 - 55
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - I 76 - 90I - H 80 - 96H - G 80 - 96
Chords Tens. Comp.
G - F 80 - 98F - E 76 - 93
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - I 158 - 517C - H 0 - 452
Webs Tens. Comp.
F - D 158 - 517
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV5 17'4"4 9/12 Valley
WEIGHT =75.6
SEQ - 231419
TYPE VAL
15'8"4A
B
C
D
E
FGHI
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 3X5 1.5X3
1.5X3
2X4(D8R)
17'4"4
10'4"12 10'4"12
8'8"2 8'8"2
0"4
6'6"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV5 17'4"4 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.10 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 16.51Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV5 17'4"4 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 55 / - / 6 / 208Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 244 - 56B - C 203 - 54
Chords Tens. Comp.
C - D 203 - 54D - E 244 - 55
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - I 76 - 90I - H 80 - 96H - G 80 - 96
Chords Tens. Comp.
G - F 80 - 98F - E 76 - 93
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - I 158 - 517C - H 0 - 452
Webs Tens. Comp.
F - D 158 - 517
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV5 17'4"4 9/12 Valley
WEIGHT =75.6
SEQ - 231419
TYPE VAL
15'8"4A
B
C
D
E
FGHI
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 3X5 1.5X3
1.5X3
2X4(D8R)
17'4"4
10'4"12 10'4"12
8'8"2 8'8"2
0"4
6'6"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV6 15'6"15 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.43 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 14.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV6 15'6"15 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 55 / - / 6 / 186Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 137 - 48B - C 126 - 132
Chords Tens. Comp.
C - D 126 - 132D - E 137 - 67
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - H 58 - 45H - G 63 - 52
Chords Tens. Comp.
G - F 63 - 52F - E 58 - 49
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - H 148 - 472C - G 0 - 369
Webs Tens. Comp.
F - D 148 - 472
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV6 15'6"15 9/12 Valley
WEIGHT =66.3
SEQ - 231421
TYPE VAL
16'4"4A
B
C
D
E
FGH
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 1.5X3
1.5X3
2X4(D8R)
15'6"15
9'3"6 9'3"6
7'9"7 7'9"7
0"4
5'10
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV6 15'6"15 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.43 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 14.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV6 15'6"15 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 55 / - / 6 / 186Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 137 - 48B - C 126 - 132
Chords Tens. Comp.
C - D 126 - 132D - E 137 - 67
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - H 58 - 45H - G 63 - 52
Chords Tens. Comp.
G - F 63 - 52F - E 58 - 49
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - H 148 - 472C - G 0 - 369
Webs Tens. Comp.
F - D 148 - 472
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV6 15'6"15 9/12 Valley
WEIGHT =66.3
SEQ - 231421
TYPE VAL
16'4"4A
B
C
D
E
FGH
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 1.5X3
1.5X3
2X4(D8R)
15'6"15
9'3"6 9'3"6
7'9"7 7'9"7
0"4
5'10
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV7 13'9"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.76 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 12.95Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV7 13'9"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 55 / - / 6 / 165Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 58 - 71B - C 81 - 189
Chords Tens. Comp.
C - D 81 - 189D - E 78 - 72
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - H 50 - 24H - G 48 - 29
Chords Tens. Comp.
G - F 48 - 29F - E 50 - 29
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - H 142 - 440C - G 0 - 306
Webs Tens. Comp.
F - D 142 - 440
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV7 13'9"9 9/12 Valley
WEIGHT =59.7
SEQ - 231423
TYPE VAL
17'0"4A
B
C
D
E
FGH
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 1.5X3
1.5X3
2X4(D8R)
13'9"9
8'2"1 8'2"1
6'10"13 6'10"13
0"4
5'2"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV7 13'9"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.76 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 12.95Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV7 13'9"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 55 / - / 6 / 165Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 58 - 71B - C 81 - 189
Chords Tens. Comp.
C - D 81 - 189D - E 78 - 72
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - H 50 - 24H - G 48 - 29
Chords Tens. Comp.
G - F 48 - 29F - E 50 - 29
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - H 142 - 440C - G 0 - 306
Webs Tens. Comp.
F - D 142 - 440
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV7 13'9"9 9/12 Valley
WEIGHT =59.7
SEQ - 231423
TYPE VAL
17'0"4A
B
C
D
E
FGH
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 1.5X3
1.5X3
2X4(D8R)
13'9"9
8'2"1 8'2"1
6'10"13 6'10"13
0"4
5'2"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV8 12'0"4 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 20.10 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.85 11.17Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV8 12'0"4 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 54 / - / 6 / 144Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 33 - 62B - C 73 - 222
Chords Tens. Comp.
C - D 73 - 222D - E 56 - 73
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - H 89 - 13H - G 55 - 20
Chords Tens. Comp.
G - F 55 - 20F - E 89 - 20
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - H 146 - 434C - G 0 - 267
Webs Tens. Comp.
F - D 146 - 434
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV8 12'0"4 9/12 Valley
WEIGHT =50.4
SEQ - 231425
TYPE VAL
17'8"4A
B
C
D
E
FGH
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 1.5X3
1.5X3
2X4(D8R)
12'0"4
7'0"12 7'0"12
6'0"2 6'0"2
0"4
4'6"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV8 12'0"4 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 20.10 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.85 11.17Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV8 12'0"4 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 54 / - / 6 / 144Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 33 - 62B - C 73 - 222
Chords Tens. Comp.
C - D 73 - 222D - E 56 - 73
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - H 89 - 13H - G 55 - 20
Chords Tens. Comp.
G - F 55 - 20F - E 89 - 20
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - H 146 - 434C - G 0 - 267
Webs Tens. Comp.
F - D 146 - 434
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV8 12'0"4 9/12 Valley
WEIGHT =50.4
SEQ - 231425
TYPE VAL
17'8"4A
B
C
D
E
FGH
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 1.5X3
1.5X3
2X4(D8R)
12'0"4
7'0"12 7'0"12
6'0"2 6'0"2
0"4
4'6"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV9 10'2"15 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 20.43 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 9.40Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV9 10'2"15 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 135 / - / 54 / - / 6 / 122Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 524 - 71
Chords Tens. Comp.
B - C 524 - 71
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 107 - 317
Chords Tens. Comp.
D - C 107 - 317
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 144 - 902
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV9 10'2"15 9/12 Valley
WEIGHT =38.4
SEQ - 231427
TYPE VAL
18'4"4A
B
C
D
912
2X4(D8R)
4X4
1.5X3
2X4(D8R)
10'2"15
5'11"6 5'11"6
5'1"7 5'1"7
0"4
3'10
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV9 10'2"15 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 20.43 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 9.40Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV9 10'2"15 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 135 / - / 54 / - / 6 / 122Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 524 - 71
Chords Tens. Comp.
B - C 524 - 71
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 107 - 317
Chords Tens. Comp.
D - C 107 - 317
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 144 - 902
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV9 10'2"15 9/12 Valley
WEIGHT =38.4
SEQ - 231427
TYPE VAL
18'4"4A
B
C
D
912
2X4(D8R)
4X4
1.5X3
2X4(D8R)
10'2"15
5'11"6 5'11"6
5'1"7 5'1"7
0"4
3'10
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV10 8'5"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 20.76 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 7.62Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV10 8'5"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 135 / - / 54 / - / 5 / 101Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 369 - 45
Chords Tens. Comp.
B - C 369 - 45
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 78 - 211
Chords Tens. Comp.
D - C 78 - 211
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 105 - 665
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV10 8'5"9 9/12 Valley
WEIGHT =32.0
SEQ - 231429
TYPE VAL
19'0"4A
B
C
D
912
2X4(D8R)
4X4
1.5X3
2X4(D8R)
8'5"9
4'10"1 4'10"1
4'2"13 4'2"13
0"4
3'2"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV10 8'5"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 20.76 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 7.62Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV10 8'5"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 135 / - / 54 / - / 5 / 101Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 369 - 45
Chords Tens. Comp.
B - C 369 - 45
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 78 - 211
Chords Tens. Comp.
D - C 78 - 211
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 105 - 665
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV10 8'5"9 9/12 Valley
WEIGHT =32.0
SEQ - 231429
TYPE VAL
19'0"4A
B
C
D
912
2X4(D8R)
4X4
1.5X3
2X4(D8R)
8'5"9
4'10"1 4'10"1
4'2"13 4'2"13
0"4
3'2"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV11 6'8"4 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 5.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV11 6'8"4 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 134 / - / 53 / - / 5 / 80.2Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 241 - 24
Chords Tens. Comp.
B - C 241 - 24
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 53 - 128
Chords Tens. Comp.
D - C 53 - 128
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 70 - 461
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV11 6'8"4 9/12 Valley
WEIGHT =23.8
SEQ - 231431
TYPE VAL
19'8"4A
B
C
D
912
2X4(D8R)
4X4
1.5X3
2X4(D8R)
6'8"4
3'8"12 3'8"12
3'4"2 3'4"2
0"4
2'6"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV11 6'8"4 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 5.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV11 6'8"4 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 134 / - / 53 / - / 5 / 80.2Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 241 - 24
Chords Tens. Comp.
B - C 241 - 24
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 53 - 128
Chords Tens. Comp.
D - C 53 - 128
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 70 - 461
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV11 6'8"4 9/12 Valley
WEIGHT =23.8
SEQ - 231431
TYPE VAL
19'8"4A
B
C
D
912
2X4(D8R)
4X4
1.5X3
2X4(D8R)
6'8"4
3'8"12 3'8"12
3'4"2 3'4"2
0"4
2'6"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV12 4'10"15 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2
115 mph wind, 21.43 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 59 -0.85 4.06Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV12 4'10"15 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 134 / - / 52 / - / 5 / 58.9Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 42 - 289
Chords Tens. Comp.
B - C 42 - 289
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 227 - 4
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV12 4'10"15 9/12 Valley
WEIGHT =15.4
SEQ - 231433
TYPE VAL
20'4"4A
B
C
912
2X4(D8R)
3X4
2X4(D8R)
4'10"15
2'7"6 2'7"6
2'5"7 2'5"7
0"4
1'10
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV12 4'10"15 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2
115 mph wind, 21.43 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 59 -0.85 4.06Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV12 4'10"15 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 134 / - / 52 / - / 5 / 58.9Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 42 - 289
Chords Tens. Comp.
B - C 42 - 289
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 227 - 4
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV12 4'10"15 9/12 Valley
WEIGHT =15.4
SEQ - 231433
TYPE VAL
20'4"4A
B
C
912
2X4(D8R)
3X4
2X4(D8R)
4'10"15
2'7"6 2'7"6
2'5"7 2'5"7
0"4
1'10
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV13 3'1"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2
115 mph wind, 21.76 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 38 -0.85 2.28Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV13 3'1"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 134 / - / 50 / - / 4 / 37.6Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 22 - 160
Chords Tens. Comp.
B - C 22 - 160
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 137 - 1
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV13 3'1"9 9/12 Valley
WEIGHT =11.2
SEQ - 231435
TYPE VAL
21'0"4A
B
C
912
2X4(D8R)
3X4
2X4(D8R)
3'1"9
1'6"1 1'6"1
1'6"13 1'6"13
0"4
1'2"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BV13 3'1"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2
115 mph wind, 21.76 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 38 -0.85 2.28Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = BV13 3'1"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 134 / - / 50 / - / 4 / 37.6Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 22 - 160
Chords Tens. Comp.
B - C 22 - 160
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 137 - 1
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BV13 3'1"9 9/12 Valley
WEIGHT =11.2
SEQ - 231435
TYPE VAL
21'0"4A
B
C
912
2X4(D8R)
3X4
2X4(D8R)
3'1"9
1'6"1 1'6"1
1'6"13 1'6"13
0"4
1'2"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BP1 1'10"8 Flat This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
Truss transfers a maximum horizontal load of 375 # ( 200.00 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 2: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 3: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 4: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88
Drag loads applied to wind load cases parallel to truss.
115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 22 -0.85 1.03Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. Truss must be installed as shown with top chord up.
PLT TYP. WAVEDESC = BP1 1'10"8 Flat
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 30 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 130 / - / 51 / - / 0 / 22.5D / 211C / 211Wind reactions based on MWFRSD Min Brg Width Req = -Bearing D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 373 - 374
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
D - C 373 - 373
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - D 221 - 220A - C 427 - 427
Webs Tens. Comp.
B - C 60 - 94
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BP1 1'10"8 Flat
WEIGHT =11.2
SEQ - 231684
TYPE FLAT
10'10"
A B
CD
3X5(R)
2X6
2X6
3X5(R)
1'10"8
1'4"
4
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BP1 1'10"8 Flat This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
Truss transfers a maximum horizontal load of 375 # ( 200.00 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 2: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 3: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 4: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88
Drag loads applied to wind load cases parallel to truss.
115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 22 -0.85 1.03Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. Truss must be installed as shown with top chord up.
PLT TYP. WAVEDESC = BP1 1'10"8 Flat
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 30 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 130 / - / 51 / - / 0 / 22.5D / 211C / 211Wind reactions based on MWFRSD Min Brg Width Req = -Bearing D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 373 - 374
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
D - C 373 - 373
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - D 221 - 220A - C 427 - 427
Webs Tens. Comp.
B - C 60 - 94
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BP1 1'10"8 Flat
WEIGHT =11.2
SEQ - 231684
TYPE FLAT
10'10"
A B
CD
3X5(R)
2X6
2X6
3X5(R)
1'10"8
1'4"
4
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BP2 1'9"10 Flat This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
Truss transfers a maximum horizontal load of 360 # ( 200.00 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 360 200.00 TC 0.00 1.80 360 199.78 BC 0.00 1.80 Case 2: 360 200.00 TC 0.00 1.80 360 199.78 BC 0.00 1.80 Case 3: 360 200.00 TC 0.00 1.80 360 199.78 BC 0.00 1.80 Case 4: 360 200.00 TC 0.00 1.80 360 199.78 BC 0.00 1.80
Drag loads applied to wind load cases parallel to truss.
115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 22 0.00 1.80Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. Truss must be installed as shown with top chord up.
PLT TYP. WAVEDESC = BP2 1'9"10 Flat
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 130 / - / 51 / - / 0 / 21.6D / 211C / 211Wind reactions based on MWFRSD Min Brg Width Req = -Bearing D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 359 - 359
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
D - C 359 - 358
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - D 221 - 219A - C 414 - 414
Webs Tens. Comp.
B - C 57 - 90
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BP2 1'9"10 Flat
WEIGHT =11.2
SEQ - 231671
TYPE FLAT
10'10"
A B
CD
3X4
2X6
1.5X3
3X5(R)
1'9"10
1'4"
4
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BP2 1'9"10 Flat This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
Truss transfers a maximum horizontal load of 360 # ( 200.00 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 360 200.00 TC 0.00 1.80 360 199.78 BC 0.00 1.80 Case 2: 360 200.00 TC 0.00 1.80 360 199.78 BC 0.00 1.80 Case 3: 360 200.00 TC 0.00 1.80 360 199.78 BC 0.00 1.80 Case 4: 360 200.00 TC 0.00 1.80 360 199.78 BC 0.00 1.80
Drag loads applied to wind load cases parallel to truss.
115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 22 0.00 1.80Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. Truss must be installed as shown with top chord up.
PLT TYP. WAVEDESC = BP2 1'9"10 Flat
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 130 / - / 51 / - / 0 / 21.6D / 211C / 211Wind reactions based on MWFRSD Min Brg Width Req = -Bearing D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 359 - 359
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
D - C 359 - 358
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - D 221 - 219A - C 414 - 414
Webs Tens. Comp.
B - C 57 - 90
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BP2 1'9"10 Flat
WEIGHT =11.2
SEQ - 231671
TYPE FLAT
10'10"
A B
CD
3X4
2X6
1.5X3
3X5(R)
1'9"10
1'4"
4
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BP3 1'10"8 Flat This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
Truss transfers a maximum horizontal load of 375 # ( 200.00 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 2: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 3: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 4: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88
Drag loads applied to wind load cases parallel to truss.
115 mph wind, 24.68 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 22 0.00 1.88Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. Truss must be installed as shown with top chord up.
PLT TYP. WAVEDESC = BP3 1'10"8 Flat
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 32 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 130 / 6 / 51 / - / 0 / 22.5D / 317C / 317Wind reactions based on MWFRSD Min Brg Width Req = -Bearing D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 374 - 374
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
D - C 374 - 373
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - D 327 - 319A - C 484 - 484
Webs Tens. Comp.
B - C 60 - 94
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BP3 1'10"8 Flat
WEIGHT =14.0
SEQ - 231676
TYPE FLAT
22'10"
A B
CD
3X6(R)
2X6
2X6
3X6(R)
1'10"8
1'10
"3
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BP3 1'10"8 Flat This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
Truss transfers a maximum horizontal load of 375 # ( 200.00 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 2: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 3: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 4: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88
Drag loads applied to wind load cases parallel to truss.
115 mph wind, 24.68 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 22 0.00 1.88Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. Truss must be installed as shown with top chord up.
PLT TYP. WAVEDESC = BP3 1'10"8 Flat
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 32 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 130 / 6 / 51 / - / 0 / 22.5D / 317C / 317Wind reactions based on MWFRSD Min Brg Width Req = -Bearing D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 374 - 374
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
D - C 374 - 373
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - D 327 - 319A - C 484 - 484
Webs Tens. Comp.
B - C 60 - 94
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BP3 1'10"8 Flat
WEIGHT =14.0
SEQ - 231676
TYPE FLAT
22'10"
A B
CD
3X6(R)
2X6
2X6
3X6(R)
1'10"8
1'10
"3
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BP4 1'3"3 Flat This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
Truss transfers a maximum horizontal load of 253 # ( 200.00 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 253 200.00 TC 0.00 1.27 253 199.71 BC 0.00 1.27 Case 2: 253 200.00 TC 0.00 1.27 253 199.71 BC 0.00 1.27 Case 3: 253 200.00 TC 0.00 1.27 253 199.71 BC 0.00 1.27 Case 4: 253 200.00 TC 0.00 1.27 253 199.71 BC 0.00 1.27
Drag loads applied to wind load cases parallel to truss.
115 mph wind, 24.68 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 15 0.00 1.27Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. Truss must be installed as shown with top chord up.
PLT TYP. WAVEDESC = BP4 1'3"3 Flat
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 8 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
C 165 / 8 / 64 / - / 0 / 15.2D / 315C / 315Wind reactions based on MWFRSD Min Brg Width Req = 1.5Bearing D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 252 - 252
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
D - C 252 - 252
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - D 321 - 316A - C 398 - 398
Webs Tens. Comp.
B - C 40 - 63
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BP4 1'3"3 Flat
WEIGHT =14.0
SEQ - 231680
TYPE MONO
22'10"
A B
CD
3X6(R)
2X6
2X6
3X6(R)
1'3"3
1'10
"3
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BP4 1'3"3 Flat This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
Truss transfers a maximum horizontal load of 253 # ( 200.00 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 253 200.00 TC 0.00 1.27 253 199.71 BC 0.00 1.27 Case 2: 253 200.00 TC 0.00 1.27 253 199.71 BC 0.00 1.27 Case 3: 253 200.00 TC 0.00 1.27 253 199.71 BC 0.00 1.27 Case 4: 253 200.00 TC 0.00 1.27 253 199.71 BC 0.00 1.27
Drag loads applied to wind load cases parallel to truss.
115 mph wind, 24.68 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 15 0.00 1.27Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. Truss must be installed as shown with top chord up.
PLT TYP. WAVEDESC = BP4 1'3"3 Flat
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 8 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
C 165 / 8 / 64 / - / 0 / 15.2D / 315C / 315Wind reactions based on MWFRSD Min Brg Width Req = 1.5Bearing D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 252 - 252
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
D - C 252 - 252
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - D 321 - 316A - C 398 - 398
Webs Tens. Comp.
B - C 40 - 63
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BP4 1'3"3 Flat
WEIGHT =14.0
SEQ - 231680
TYPE MONO
22'10"
A B
CD
3X6(R)
2X6
2X6
3X6(R)
1'3"3
1'10
"3
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BP5 1'10"8 Flat This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
Truss transfers a maximum horizontal load of 375 # ( 200.00 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 2: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 3: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 4: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88
Drag loads applied to wind load cases parallel to truss.
115 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 22 0.00 1.88Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. Truss must be installed as shown with top chord up.
PLT TYP. WAVEDESC = BP5 1'10"8 Flat
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 56 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 130 / 4 / 51 / - / 0 / 22.5D / 188C / 188Wind reactions based on MWFRSD Min Brg Width Req = -Bearing D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 373 - 373
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
D - C 373 - 372
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - D 198 - 191A - C 412 - 412
Webs Tens. Comp.
B - C 60 - 94
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BP5 1'10"8 Flat
WEIGHT =11.2
SEQ - 231682
TYPE FLAT
20'4"10
A B
CD
3X5(R)
2X6
2X6
3X5(R)
1'10"8
1'2"
9
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BP5 1'10"8 Flat This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
Truss transfers a maximum horizontal load of 375 # ( 200.00 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 2: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 3: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88 Case 4: 375 200.00 TC 0.00 1.88 375 199.79 BC 0.00 1.88
Drag loads applied to wind load cases parallel to truss.
115 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 22 0.00 1.88Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. Truss must be installed as shown with top chord up.
PLT TYP. WAVEDESC = BP5 1'10"8 Flat
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 56 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 130 / 4 / 51 / - / 0 / 22.5D / 188C / 188Wind reactions based on MWFRSD Min Brg Width Req = -Bearing D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 373 - 373
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
D - C 373 - 372
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - D 198 - 191A - C 412 - 412
Webs Tens. Comp.
B - C 60 - 94
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BP5 1'10"8 Flat
WEIGHT =11.2
SEQ - 231682
TYPE FLAT
20'4"10
A B
CD
3X5(R)
2X6
2X6
3X5(R)
1'10"8
1'2"
9
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BP6 1'9"10 Flat This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
Truss transfers a maximum horizontal load of 360 # ( 200.00 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 360 200.00 TC 0.00 1.80 360 199.78 BC 0.00 1.80 Case 2: 360 200.00 TC 0.00 1.80 360 199.78 BC 0.00 1.80 Case 3: 360 200.00 TC 0.00 1.80 360 199.78 BC 0.00 1.80 Case 4: 360 200.00 TC 0.00 1.80 360 199.78 BC 0.00 1.80
Drag loads applied to wind load cases parallel to truss.
115 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 22 0.00 1.80Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. Truss must be installed as shown with top chord up.
PLT TYP. WAVEDESC = BP6 1'9"10 Flat
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 130 / 4 / 51 / - / 0 / 21.6D / 187C / 187Wind reactions based on MWFRSD Min Brg Width Req = -Bearing D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 358 - 359
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
D - C 358 - 358
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - D 197 - 191A - C 400 - 400
Webs Tens. Comp.
B - C 57 - 90
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BP6 1'9"10 Flat
WEIGHT =11.2
SEQ - 231686
TYPE FLAT
20'4"10
A B
CD
3X5(R)
2X6
2X6
3X5(R)
1'9"10
1'2"
9
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / BP6 1'9"10 Flat This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
Truss transfers a maximum horizontal load of 360 # ( 200.00 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start End Case 1: 360 200.00 TC 0.00 1.80 360 199.78 BC 0.00 1.80 Case 2: 360 200.00 TC 0.00 1.80 360 199.78 BC 0.00 1.80 Case 3: 360 200.00 TC 0.00 1.80 360 199.78 BC 0.00 1.80 Case 4: 360 200.00 TC 0.00 1.80 360 199.78 BC 0.00 1.80
Drag loads applied to wind load cases parallel to truss.
115 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 22 0.00 1.80Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf. Truss must be installed as shown with top chord up.
PLT TYP. WAVEDESC = BP6 1'9"10 Flat
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 130 / 4 / 51 / - / 0 / 21.6D / 187C / 187Wind reactions based on MWFRSD Min Brg Width Req = -Bearing D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 358 - 359
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
D - C 358 - 358
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - D 197 - 191A - C 400 - 400
Webs Tens. Comp.
B - C 57 - 90
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
BP6 1'9"10 Flat
WEIGHT =11.2
SEQ - 231686
TYPE FLAT
20'4"10
A B
CD
3X5(R)
2X6
2X6
3X5(R)
1'9"10
1'2"
9
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / C 24'9" 9/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF Stud :W4, W5 2x4 SPF #3:
115 mph wind, 16.78 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 24.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
Top Chord overhang(s) may be field trimmed.
PLT TYP. WAVEDESC = C 24'9" 9/12 Common
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
N 2045 / - / 771 / - / 179 / 5.5J 2046 / - / 771 / - / - / 5.5Wind reactions based on MWFRSN Min Brg Width Req = 3.2J Min Brg Width Req = 3.2Bearings N & J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 96 0B - C 143 - 239C - D 189 - 1975D - E 227 - 1943
Chords Tens. Comp.
E - F 227 - 1944F - G 189 - 1976G - H 142 - 239H - I 96 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
N - M 1513 - 7M - L 1128 0
Chords Tens. Comp.
L - K 1128 0K - J 1514 - 7
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - N 168 - 475N - C 12 - 2052C - M 187 - 280M - E 778 - 71
Webs Tens. Comp.
E - K 779 - 71K - G 187 - 280G - J 12 - 2052H - J 166 - 476
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/15/19
C 24'9" 9/12 Common
WEIGHT =165.7
SEQ - 231379
TYPE COMN
(a)
(a)
10'10"
LEFT RAKE = 1'9"14 RIGHT RAKE = 1'9"14
A
B
CD
E
FG
H
I
JKLMN
912
1.5X4
4X6(R)
3X83X5
3X4
5X6(R)
3X5 3X4
3X53X8
1.5X4
4X6(R)
17'3"8 17'3"8
12'4"8 12'4"8
24'9"1'5"8 1'5"8
1'10
"3
11'1
"9
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / C 24'9" 9/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF Stud :W4, W5 2x4 SPF #3:
115 mph wind, 16.78 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 24.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
Top Chord overhang(s) may be field trimmed.
PLT TYP. WAVEDESC = C 24'9" 9/12 Common
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
N 2045 / - / 771 / - / 179 / 5.5J 2046 / - / 771 / - / - / 5.5Wind reactions based on MWFRSN Min Brg Width Req = 3.2J Min Brg Width Req = 3.2Bearings N & J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 96 0B - C 143 - 239C - D 189 - 1975D - E 227 - 1943
Chords Tens. Comp.
E - F 227 - 1944F - G 189 - 1976G - H 142 - 239H - I 96 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
N - M 1513 - 7M - L 1128 0
Chords Tens. Comp.
L - K 1128 0K - J 1514 - 7
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - N 168 - 475N - C 12 - 2052C - M 187 - 280M - E 778 - 71
Webs Tens. Comp.
E - K 779 - 71K - G 187 - 280G - J 12 - 2052H - J 166 - 476
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/15/19
C 24'9" 9/12 Common
WEIGHT =165.7
SEQ - 231379
TYPE COMN
(a)
(a)
10'10"
LEFT RAKE = 1'9"14 RIGHT RAKE = 1'9"14
A
B
CD
E
FG
H
I
JKLMN
912
1.5X4
4X6(R)
3X83X5
3X4
5X6(R)
3X5 3X4
3X53X8
1.5X4
4X6(R)
17'3"8 17'3"8
12'4"8 12'4"8
24'9"1'5"8 1'5"8
1'10
"3
11'1
"9
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CX 24'9" 9/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x8 SP 2400f-2.0E Webs 2x4 SPF Stud :W1, W13 2x6 SP 2700f-2.0E::W2, W7, W12 2x4 SPF 1650f-1.5E: :W6, W8 2x4 SPF #1/#2:
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.4" o.c. spacing of nails perpendicular and parallel tograin required in area over bearings greater than 4"
Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 105 plf at 0.00 to 105 plf at 12.38 TC- From 105 plf at 12.38 to 105 plf at 24.75 BC- From 15 plf at 0.00 to 15 plf at 24.75 BC- 1882.45 lb Conc. Load at 1.50, 3.50, 5.50, 7.50 9.50,11.50,13.50,15.50,17.50,19.50,21.50,23.50
Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 18 SP Standard 2 24.292' 1 13" 20 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.
115 mph wind, 17.32 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CX 24'9" 9/12 Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
O 12666 / - / 61 / - / - / 5.5P 12894 / - / 64 / - / - / 5.5Wind reactions based on MWFRSO Min Brg Width Req = -P Min Brg Width Req = -Bearings O & P Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 0 - 6664B - C 0 - 6198C - D 0 - 4981
Chords Tens. Comp.
D - E 0 - 4981E - F 0 - 6201F - G 0 - 6674
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
O - N 167 0N - M 5247 0M - L 4856 0L - K 4858 0
Chords Tens. Comp.
K - J 4858 0J - I 5255 0I - H 169 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - O 0 - 5617A - N 5321 0N - B 483 - 133B - M 0 - 543M - C 2183 0C - L 0 - 1811D - L 5555 0
Webs Tens. Comp.
L - E 0 - 1815E - J 2189 0J - F 0 - 552F - I 495 - 134I - G 5327 0G - H 0 - 5625
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CX 24'9" 9/12 Girder
WEIGHT =487.6
SEQ - 231655
TYPE COMN
2 Complete Trusses Required
BL1 BL2 10'10"
A
B
C
D
E
F
G
HIJKLMNO P
912
H0912(R)
H0510 SS0708
3X4
7X8(R)
5X10
5X10(R)
8X10(R) 7X8
5X10
7X8(R)
3X4
SS0708
H0912(R)
H0510
15'5"10 15'5"10
12'4"8 12'4"8
24'9"
1'10
"3
11'1
"9
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CX 24'9" 9/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x8 SP 2400f-2.0E Webs 2x4 SPF Stud :W1, W13 2x6 SP 2700f-2.0E::W2, W7, W12 2x4 SPF 1650f-1.5E: :W6, W8 2x4 SPF #1/#2:
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.4" o.c. spacing of nails perpendicular and parallel tograin required in area over bearings greater than 4"
Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 105 plf at 0.00 to 105 plf at 12.38 TC- From 105 plf at 12.38 to 105 plf at 24.75 BC- From 15 plf at 0.00 to 15 plf at 24.75 BC- 1882.45 lb Conc. Load at 1.50, 3.50, 5.50, 7.50 9.50,11.50,13.50,15.50,17.50,19.50,21.50,23.50
Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 18 SP Standard 2 24.292' 1 13" 20 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.
115 mph wind, 17.32 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CX 24'9" 9/12 Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
O 12666 / - / 61 / - / - / 5.5P 12894 / - / 64 / - / - / 5.5Wind reactions based on MWFRSO Min Brg Width Req = -P Min Brg Width Req = -Bearings O & P Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 0 - 6664B - C 0 - 6198C - D 0 - 4981
Chords Tens. Comp.
D - E 0 - 4981E - F 0 - 6201F - G 0 - 6674
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
O - N 167 0N - M 5247 0M - L 4856 0L - K 4858 0
Chords Tens. Comp.
K - J 4858 0J - I 5255 0I - H 169 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - O 0 - 5617A - N 5321 0N - B 483 - 133B - M 0 - 543M - C 2183 0C - L 0 - 1811D - L 5555 0
Webs Tens. Comp.
L - E 0 - 1815E - J 2189 0J - F 0 - 552F - I 495 - 134I - G 5327 0G - H 0 - 5625
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CX 24'9" 9/12 Girder
WEIGHT =487.6
SEQ - 231655
TYPE COMN
2 Complete Trusses Required
BL1 BL2 10'10"
A
B
C
D
E
F
G
HIJKLMNO P
912
H0912(R)
H0510 SS0708
3X4
7X8(R)
5X10
5X10(R)
8X10(R) 7X8
5X10
7X8(R)
3X4
SS0708
H0912(R)
H0510
15'5"10 15'5"10
12'4"8 12'4"8
24'9"
1'10
"3
11'1
"9
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CX 24'9" 9/12 Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 24.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
PLT TYP. WAVEDESC = CX 24'9" 9/12 Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV. 16.02.01A.0117.20
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CX 24'9" 9/12 Girder
WEIGHT =487.6
SEQ - 231655
TYPE COMN
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV1 23'9"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W3 2x4 SPF #3:
115 mph wind, 17.64 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.00 23.80Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV1 23'9"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
G* 135 / - / 55 / - / 6 / 285Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 116 - 95B - C 138 - 114C - D 139 - 140
Chords Tens. Comp.
D - E 139 - 140E - F 138 - 114F - G 116 - 95
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - L 100 - 77L - K 104 - 82K - J 107 - 85
Chords Tens. Comp.
J - I 107 - 85I - H 104 - 82H - G 100 - 77
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - L 119 - 398C - K 156 - 475D - J 0 - 359
Webs Tens. Comp.
I - E 156 - 475H - F 119 - 398
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV1 23'9"9 9/12 Valley
WEIGHT =112.0
SEQ - 231437
TYPE VAL
(a)
13'0"4A
B
C
D
E
F
G
HIJKL
912
3X4(D1)
1.5X3
1.5X3
1.5X3
1.5X3
5X5
5X5 1.5X3
1.5X3
1.5X3
1.5X3
3X4(D1)
23'9"9
14'5"1 14'5"1
11'10"13 11'10"13
0"4
8'11
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV1 23'9"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W3 2x4 SPF #3:
115 mph wind, 17.64 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.00 23.80Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV1 23'9"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
G* 135 / - / 55 / - / 6 / 285Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 116 - 95B - C 138 - 114C - D 139 - 140
Chords Tens. Comp.
D - E 139 - 140E - F 138 - 114F - G 116 - 95
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - L 100 - 77L - K 104 - 82K - J 107 - 85
Chords Tens. Comp.
J - I 107 - 85I - H 104 - 82H - G 100 - 77
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - L 119 - 398C - K 156 - 475D - J 0 - 359
Webs Tens. Comp.
I - E 156 - 475H - F 119 - 398
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV1 23'9"9 9/12 Valley
WEIGHT =112.0
SEQ - 231437
TYPE VAL
(a)
13'0"4A
B
C
D
E
F
G
HIJKL
912
3X4(D1)
1.5X3
1.5X3
1.5X3
1.5X3
5X5
5X5 1.5X3
1.5X3
1.5X3
1.5X3
3X4(D1)
23'9"9
14'5"1 14'5"1
11'10"13 11'10"13
0"4
8'11
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV2 22'0"4 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 17.97 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 21.17Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV2 22'0"4 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
G* 135 / - / 55 / - / 6 / 264Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 80 - 93B - C 100 - 152C - D 131 - 183
Chords Tens. Comp.
D - E 131 - 183E - F 100 - 152F - G 94 - 107
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - L 86 - 54L - K 91 - 58K - J 93 - 60
Chords Tens. Comp.
J - I 93 - 60I - H 91 - 69H - G 92 - 66
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - L 106 - 351C - K 158 - 483D - J 0 - 306
Webs Tens. Comp.
I - E 158 - 483H - F 106 - 351
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV2 22'0"4 9/12 Valley
WEIGHT =101.8
SEQ - 231439
TYPE VAL
13'8"4A
B
C
D
E
F
G
HIJKL
912
3X4(D1)
1.5X3
1.5X3
1.5X3
1.5X3
5X5
1.5X3 5X5
1.5X3
1.5X3
1.5X3
3X4(D1)
22'0"4
13'3"12 13'3"12
11'0"2 11'0"2
0"4
8'3"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV2 22'0"4 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 17.97 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 21.17Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV2 22'0"4 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
G* 135 / - / 55 / - / 6 / 264Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 80 - 93B - C 100 - 152C - D 131 - 183
Chords Tens. Comp.
D - E 131 - 183E - F 100 - 152F - G 94 - 107
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - L 86 - 54L - K 91 - 58K - J 93 - 60
Chords Tens. Comp.
J - I 93 - 60I - H 91 - 69H - G 92 - 66
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - L 106 - 351C - K 158 - 483D - J 0 - 306
Webs Tens. Comp.
I - E 158 - 483H - F 106 - 351
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV2 22'0"4 9/12 Valley
WEIGHT =101.8
SEQ - 231439
TYPE VAL
13'8"4A
B
C
D
E
F
G
HIJKL
912
3X4(D1)
1.5X3
1.5X3
1.5X3
1.5X3
5X5
1.5X3 5X5
1.5X3
1.5X3
1.5X3
3X4(D1)
22'0"4
13'3"12 13'3"12
11'0"2 11'0"2
0"4
8'3"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV3 20'2"15 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.31 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.85 19.40Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV3 20'2"15 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
G* 135 / - / 55 / - / 6 / 242Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 60 - 94B - C 75 - 177C - D 121 - 209
Chords Tens. Comp.
D - E 121 - 209E - F 75 - 177F - G 74 - 108
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - L 81 - 43L - K 80 - 49K - J 83 - 51
Chords Tens. Comp.
J - I 83 - 51I - H 91 - 60H - G 92 - 55
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - L 97 - 319C - K 158 - 487D - J 0 - 274
Webs Tens. Comp.
I - E 158 - 487H - F 97 - 319
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV3 20'2"15 9/12 Valley
WEIGHT =96.4
SEQ - 231441
TYPE VAL
14'4"4A
B
C
D
E
F
G
HIJKL
912
3X4(D1)
1.5X3
1.5X3
1.5X3
1.5X3
4X4
1.5X3 5X6
1.5X3
1.5X3
1.5X3
3X4(D1)
20'2"15
12'2"6 12'2"6
10'1"7 10'1"7
0"4
7'7"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV3 20'2"15 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.31 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.85 19.40Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV3 20'2"15 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
G* 135 / - / 55 / - / 6 / 242Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 60 - 94B - C 75 - 177C - D 121 - 209
Chords Tens. Comp.
D - E 121 - 209E - F 75 - 177F - G 74 - 108
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - L 81 - 43L - K 80 - 49K - J 83 - 51
Chords Tens. Comp.
J - I 83 - 51I - H 91 - 60H - G 92 - 55
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - L 97 - 319C - K 158 - 487D - J 0 - 274
Webs Tens. Comp.
I - E 158 - 487H - F 97 - 319
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV3 20'2"15 9/12 Valley
WEIGHT =96.4
SEQ - 231441
TYPE VAL
14'4"4A
B
C
D
E
F
G
HIJKL
912
3X4(D1)
1.5X3
1.5X3
1.5X3
1.5X3
4X4
1.5X3 5X6
1.5X3
1.5X3
1.5X3
3X4(D1)
20'2"15
12'2"6 12'2"6
10'1"7 10'1"7
0"4
7'7"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV4 18'5"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.64 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 17.62Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV4 18'5"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 55 / - / 6 / 221Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 321 - 65B - C 260 0
Chords Tens. Comp.
C - D 260 - 2D - E 321 - 65
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - I 89 - 120I - H 93 - 133H - G 93 - 133
Chords Tens. Comp.
G - F 93 - 133F - E 89 - 120
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - I 167 - 550C - H 0 - 511
Webs Tens. Comp.
F - D 167 - 549
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV4 18'5"9 9/12 Valley
WEIGHT =79.6
SEQ - 231443
TYPE VAL
15'0"4A
B
C
D
E
FGHI
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 3X5 1.5X3
1.5X3
2X4(D8R)
18'5"9
11'1"1 11'1"1
9'2"13 9'2"13
0"4
6'11
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV4 18'5"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.64 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 17.62Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV4 18'5"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 55 / - / 6 / 221Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 321 - 65B - C 260 0
Chords Tens. Comp.
C - D 260 - 2D - E 321 - 65
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - I 89 - 120I - H 93 - 133H - G 93 - 133
Chords Tens. Comp.
G - F 93 - 133F - E 89 - 120
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - I 167 - 550C - H 0 - 511
Webs Tens. Comp.
F - D 167 - 549
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV4 18'5"9 9/12 Valley
WEIGHT =79.6
SEQ - 231443
TYPE VAL
15'0"4A
B
C
D
E
FGHI
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 3X5 1.5X3
1.5X3
2X4(D8R)
18'5"9
11'1"1 11'1"1
9'2"13 9'2"13
0"4
6'11
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV5 16'8"4 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.97 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 15.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV5 16'8"4 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 55 / - / 6 / 200Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 201 - 50B - C 172 - 85
Chords Tens. Comp.
C - D 172 - 85D - E 202 - 52
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - I 69 - 76I - H 73 - 82H - G 73 - 82
Chords Tens. Comp.
G - F 73 - 86F - E 69 - 81
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - I 154 - 499C - H 0 - 419
Webs Tens. Comp.
F - D 153 - 499
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV5 16'8"4 9/12 Valley
WEIGHT =67.7
SEQ - 231445
TYPE VAL
15'8"4A
B
C
D
E
FGHI
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 3X5 1.5X3
1.5X3
2X4(D8R)
16'8"4
9'11"12 9'11"12
8'4"2 8'4"2
0"4
6'3"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV5 16'8"4 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.97 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 15.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV5 16'8"4 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 55 / - / 6 / 200Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 201 - 50B - C 172 - 85
Chords Tens. Comp.
C - D 172 - 85D - E 202 - 52
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - I 69 - 76I - H 73 - 82H - G 73 - 82
Chords Tens. Comp.
G - F 73 - 86F - E 69 - 81
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - I 154 - 499C - H 0 - 419
Webs Tens. Comp.
F - D 153 - 499
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV5 16'8"4 9/12 Valley
WEIGHT =67.7
SEQ - 231445
TYPE VAL
15'8"4A
B
C
D
E
FGHI
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 3X5 1.5X3
1.5X3
2X4(D8R)
16'8"4
9'11"12 9'11"12
8'4"2 8'4"2
0"4
6'3"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV6 14'10"15 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.31 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 14.06Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV6 14'10"15 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 55 / - / 6 / 178Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 104 - 60B - C 102 - 156
Chords Tens. Comp.
C - D 102 - 156D - E 104 - 67
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - H 51 - 35H - G 57 - 42
Chords Tens. Comp.
G - F 57 - 42F - E 51 - 39
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - H 145 - 458C - G 0 - 343
Webs Tens. Comp.
F - D 145 - 458
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV6 14'10"15 9/12 Valley
WEIGHT =64.0
SEQ - 231447
TYPE VAL
16'4"4A
B
C
D
E
FGH
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 1.5X3
1.5X3
2X4(D8R)
14'10"15
8'10"6 8'10"6
7'5"7 7'5"7
0"4
5'7"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV6 14'10"15 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.31 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 14.06Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV6 14'10"15 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 55 / - / 6 / 178Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 104 - 60B - C 102 - 156
Chords Tens. Comp.
C - D 102 - 156D - E 104 - 67
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - H 51 - 35H - G 57 - 42
Chords Tens. Comp.
G - F 57 - 42F - E 51 - 39
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - H 145 - 458C - G 0 - 343
Webs Tens. Comp.
F - D 145 - 458
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV6 14'10"15 9/12 Valley
WEIGHT =64.0
SEQ - 231447
TYPE VAL
16'4"4A
B
C
D
E
FGH
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 1.5X3
1.5X3
2X4(D8R)
14'10"15
8'10"6 8'10"6
7'5"7 7'5"7
0"4
5'7"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV7 13'1"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.64 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.85 12.28Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV7 13'1"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 55 / - / 6 / 157Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 42 - 72B - C 79 - 204
Chords Tens. Comp.
C - D 79 - 204D - E 68 - 73
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - H 66 - 20H - G 43 - 25
Chords Tens. Comp.
G - F 43 - 25F - E 66 - 25
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - H 142 - 433C - G 0 - 288
Webs Tens. Comp.
F - D 142 - 433
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV7 13'1"9 9/12 Valley
WEIGHT =53.8
SEQ - 231449
TYPE VAL
17'0"4A
B
C
D
E
FGH
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 1.5X3
1.5X3
2X4(D8R)
13'1"9
7'9"1 7'9"1
6'6"13 6'6"13
0"4
4'11
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV7 13'1"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.64 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.85 12.28Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV7 13'1"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 55 / - / 6 / 157Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 42 - 72B - C 79 - 204
Chords Tens. Comp.
C - D 79 - 204D - E 68 - 73
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - H 66 - 20H - G 43 - 25
Chords Tens. Comp.
G - F 43 - 25F - E 66 - 25
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - H 142 - 433C - G 0 - 288
Webs Tens. Comp.
F - D 142 - 433
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV7 13'1"9 9/12 Valley
WEIGHT =53.8
SEQ - 231449
TYPE VAL
17'0"4A
B
C
D
E
FGH
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 1.5X3
1.5X3
2X4(D8R)
13'1"9
7'9"1 7'9"1
6'6"13 6'6"13
0"4
4'11
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV8 11'4"4 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.97 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.85 10.51Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV8 11'4"4 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 54 / - / 6 / 136Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 30 - 50B - C 69 - 227
Chords Tens. Comp.
C - D 69 - 227D - E 51 - 71
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - H 103 - 8H - G 59 - 18
Chords Tens. Comp.
G - F 59 - 18F - E 103 - 18
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - H 153 - 447C - G 0 - 260
Webs Tens. Comp.
F - D 153 - 447
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV8 11'4"4 9/12 Valley
WEIGHT =44.6
SEQ - 231451
TYPE VAL
17'8"4A
B
C
D
E
FGH
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 1.5X3
1.5X3
2X4(D8R)
11'4"4
6'7"12 6'7"12
5'8"2 5'8"2
0"4
4'3"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV8 11'4"4 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 19.97 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.85 10.51Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV8 11'4"4 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 135 / - / 54 / - / 6 / 136Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 30 - 50B - C 69 - 227
Chords Tens. Comp.
C - D 69 - 227D - E 51 - 71
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - H 103 - 8H - G 59 - 18
Chords Tens. Comp.
G - F 59 - 18F - E 103 - 18
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - H 153 - 447C - G 0 - 260
Webs Tens. Comp.
F - D 153 - 447
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV8 11'4"4 9/12 Valley
WEIGHT =44.6
SEQ - 231451
TYPE VAL
17'8"4A
B
C
D
E
FGH
912
2X4(D8R)
1.5X3
1.5X3
4X4
1.5X3 1.5X3
1.5X3
2X4(D8R)
11'4"4
6'7"12 6'7"12
5'8"2 5'8"2
0"4
4'3"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV9 9'6"15 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 20.31 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 8.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV9 9'6"15 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 135 / - / 54 / - / 5 / 114Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 462 - 61
Chords Tens. Comp.
B - C 462 - 61
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 96 - 275
Chords Tens. Comp.
D - C 96 - 275
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 129 - 809
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV9 9'6"15 9/12 Valley
WEIGHT =35.0
SEQ - 231453
TYPE VAL
18'4"4A
B
C
D
912
2X4(D8R)
4X4
1.5X3
2X4(D8R)
9'6"15
5'6"6 5'6"6
4'9"7 4'9"7
0"4
3'7"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV9 9'6"15 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 20.31 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 8.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV9 9'6"15 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 135 / - / 54 / - / 5 / 114Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 462 - 61
Chords Tens. Comp.
B - C 462 - 61
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 96 - 275
Chords Tens. Comp.
D - C 96 - 275
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 129 - 809
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV9 9'6"15 9/12 Valley
WEIGHT =35.0
SEQ - 231453
TYPE VAL
18'4"4A
B
C
D
912
2X4(D8R)
4X4
1.5X3
2X4(D8R)
9'6"15
5'6"6 5'6"6
4'9"7 4'9"7
0"4
3'7"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV10 7'9"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 20.64 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 6.95Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV10 7'9"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 135 / - / 54 / - / 5 / 93.6Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 317 - 36
Chords Tens. Comp.
B - C 317 - 36
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 68 - 178
Chords Tens. Comp.
D - C 68 - 178
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 91 - 584
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV10 7'9"9 9/12 Valley
WEIGHT =29.2
SEQ - 231455
TYPE VAL
19'0"4A
B
C
D
912
2X4(D8R)
4X4
1.5X3
2X4(D8R)
7'9"9
4'5"1 4'5"1
3'10"13 3'10"13
0"4
2'11
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV10 7'9"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 20.64 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -0.85 6.95Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV10 7'9"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 135 / - / 54 / - / 5 / 93.6Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 317 - 36
Chords Tens. Comp.
B - C 317 - 36
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 68 - 178
Chords Tens. Comp.
D - C 68 - 178
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 91 - 584
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV10 7'9"9 9/12 Valley
WEIGHT =29.2
SEQ - 231455
TYPE VAL
19'0"4A
B
C
D
912
2X4(D8R)
4X4
1.5X3
2X4(D8R)
7'9"9
4'5"1 4'5"1
3'10"13 3'10"13
0"4
2'11
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV11 6'0"4 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2
115 mph wind, 20.97 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 72 -0.85 5.17Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV11 6'0"4 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 134 / - / 53 / - / 5 / 72.2Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 54 - 368
Chords Tens. Comp.
B - C 54 - 368
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 283 - 5
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV11 6'0"4 9/12 Valley
WEIGHT =21.0
SEQ - 231457
TYPE VAL
19'8"4A
B
C
912
2X4(D8R)
3X4
2X4(D8R)
6'0"4
3'3"12 3'3"12
3'0"2 3'0"2
0"4
2'3"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV11 6'0"4 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2
115 mph wind, 20.97 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 72 -0.85 5.17Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV11 6'0"4 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 134 / - / 53 / - / 5 / 72.2Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 54 - 368
Chords Tens. Comp.
B - C 54 - 368
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 283 - 5
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV11 6'0"4 9/12 Valley
WEIGHT =21.0
SEQ - 231457
TYPE VAL
19'8"4A
B
C
912
2X4(D8R)
3X4
2X4(D8R)
6'0"4
3'3"12 3'3"12
3'0"2 3'0"2
0"4
2'3"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV12 4'2"15 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2
115 mph wind, 21.31 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 51 -0.85 3.40Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV12 4'2"15 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 134 / - / 51 / - / 5 / 50.9Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 35 - 241
Chords Tens. Comp.
B - C 35 - 241
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 194 - 3
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV12 4'2"15 9/12 Valley
WEIGHT =15.4
SEQ - 231459
TYPE VAL
20'4"4A
B
C
912
2X4(D8R)
3X4
2X4(D8R)
4'2"15
2'2"6 2'2"6
2'1"7 2'1"7
0"4
1'7"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV12 4'2"15 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2
115 mph wind, 21.31 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 51 -0.85 3.40Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV12 4'2"15 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 134 / - / 51 / - / 5 / 50.9Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 35 - 241
Chords Tens. Comp.
B - C 35 - 241
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 194 - 3
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV12 4'2"15 9/12 Valley
WEIGHT =15.4
SEQ - 231459
TYPE VAL
20'4"4A
B
C
912
2X4(D8R)
3X4
2X4(D8R)
4'2"15
2'2"6 2'2"6
2'1"7 2'1"7
0"4
1'7"
5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV13 2'5"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2
115 mph wind, 21.64 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 30 -0.85 1.62Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV13 2'5"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 134 / - / 48 / - / 4 / 29.6Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 15 - 112
Chords Tens. Comp.
B - C 15 - 112
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 103 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV13 2'5"9 9/12 Valley
WEIGHT =9.8
SEQ - 231461
TYPE VAL
21'0"4A
B
C
912
2X4(D8R)
3X4
2X4(D8R)
2'5"9
1'1"1 1'1"1
1'2"13 1'2"13
0"4
11"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / CV13 2'5"9 9/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2
115 mph wind, 21.64 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 30 -0.85 1.62Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = CV13 2'5"9 9/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
C* 134 / - / 48 / - / 4 / 29.6Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 15 - 112
Chords Tens. Comp.
B - C 15 - 112
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 103 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
CV13 2'5"9 9/12 Valley
WEIGHT =9.8
SEQ - 231461
TYPE VAL
21'0"4A
B
C
912
2X4(D8R)
3X4
2X4(D8R)
2'5"9
1'1"1 1'1"1
1'2"13 1'2"13
0"4
11"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D 28'7"4 4/12 Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF Stud :W7, W8, W9 2x4 SPF #3::W10 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.56 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 0 23.24 27.30 TC 24 27.30 27.76 BC 120 -0.85 27.30Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = D 28'7"4 4/12 Mono
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 18 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
Q 2114 / - / 813 / - / 196 / 5.5K 2159 / 31 / 763 / - / - / 5.5Wind reactions based on MWFRSQ Min Brg Width Req = 3.3K Min Brg Width Req = 5.5Bearings Q & K Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 60 0B - C 72 - 153C - D 178 - 3252D - E 112 - 2513E - F 125 - 2472
Chords Tens. Comp.
F - G 29 - 1097G - H 113 - 925G - I 53 - 106H - J 111 - 923
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
Q - P 3010 - 486P - O 2796 - 383O - N 2796 - 383
Chords Tens. Comp.
N - M 2032 - 257M - L 20 - 4
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - Q 198 - 473Q - C 161 - 3325C - P 160 - 56P - D 388 - 11D - N 180 - 838N - F 1035 - 47
Webs Tens. Comp.
F - M 223 - 1670M - G 155 - 434M - J 2157 - 257H - I 74 - 162K - L 53 0J - K 359 - 2057
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
D 28'7"4 4/12 Mono
WEIGHT =216.0
SEQ - 231609
TYPE SPEC
(a)
(a)(a)
10'10"
11'10"8
LEFT RAKE = 1'10"11
AB
C
DE
F
G
H IJ
K
LMNOPQ
412
6X8
5X6
3X4
3X43X5
4X64X4(R)
4X6
8X8
3X4 8X10(**)
2X8
2X4
31'5"2
3'10"1
28'0"47"
24'9"3 3'10"1
28'1"125"81'9"8
28'7"4
1'0"81'4"4
8'3"
2
10'8
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D 28'7"4 4/12 Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF Stud :W7, W8, W9 2x4 SPF #3::W10 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.56 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 0 23.24 27.30 TC 24 27.30 27.76 BC 120 -0.85 27.30Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = D 28'7"4 4/12 Mono
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 18 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
Q 2114 / - / 813 / - / 196 / 5.5K 2159 / 31 / 763 / - / - / 5.5Wind reactions based on MWFRSQ Min Brg Width Req = 3.3K Min Brg Width Req = 5.5Bearings Q & K Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 60 0B - C 72 - 153C - D 178 - 3252D - E 112 - 2513E - F 125 - 2472
Chords Tens. Comp.
F - G 29 - 1097G - H 113 - 925G - I 53 - 106H - J 111 - 923
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
Q - P 3010 - 486P - O 2796 - 383O - N 2796 - 383
Chords Tens. Comp.
N - M 2032 - 257M - L 20 - 4
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - Q 198 - 473Q - C 161 - 3325C - P 160 - 56P - D 388 - 11D - N 180 - 838N - F 1035 - 47
Webs Tens. Comp.
F - M 223 - 1670M - G 155 - 434M - J 2157 - 257H - I 74 - 162K - L 53 0J - K 359 - 2057
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
D 28'7"4 4/12 Mono
WEIGHT =216.0
SEQ - 231609
TYPE SPEC
(a)
(a)(a)
10'10"
11'10"8
LEFT RAKE = 1'10"11
AB
C
DE
F
G
H IJ
K
LMNOPQ
412
6X8
5X6
3X4
3X43X5
4X64X4(R)
4X6
8X8
3X4 8X10(**)
2X8
2X4
31'5"2
3'10"1
28'0"47"
24'9"3 3'10"1
28'1"125"81'9"8
28'7"4
1'0"81'4"4
8'3"
2
10'8
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D1X 28'7"4 4/12 Mono Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 :B2 2x6 SP 2700f-2.0E::B3 2x4 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W2 2x4 SPF #1/#2::W6, W9, W10 2x4 SPF #3: :W8 2x4 SPF 1650f-1.5E: :W11 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @11.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
All plates are 3X4 except as noted.
Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 101 plf at -1.79 to 101 plf at 13.11 TC- From 101 plf at 13.11 to 101 plf at 28.02 TC- From 101 plf at 28.02 to 101 plf at 28.60 BC- From 4 plf at -1.79 to 4 plf at 0.00 BC- From 30 plf at 0.00 to 30 plf at 8.84 BC- From 30 plf at 8.84 to 30 plf at 20.16 BC- From 30 plf at 20.16 to 30 plf at 28.15PLB- 2387.90 lb Conc. Load at (17.74,10.87)
(**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 15.86 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = D1X 28'7"4 4/12 Mono Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
R 2934 / 27 / - / - / - / 5.5K 3378 / 20 / - / - / - / 5.5Wind reactions based on MWFRSR Min Brg Width Req = 2.3K Min Brg Width Req = 5.5Bearings R & K Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 30 - 3B - C 12 - 2535C - D 23 - 2591D - E 12 - 2490E - F 21 - 1657
Chords Tens. Comp.
F - G 9 - 799G - H 5 - 719G - I 28 - 40H - J 5 - 723
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
R - Q 50 0Q - P 2387 - 10P - O 2388 - 10
Chords Tens. Comp.
O - N 2378 - 18N - M 1469 - 14M - L 17 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - R 30 - 1411B - Q 2337 - 7Q - C 47 - 387C - O 230 - 294O - E 690 0E - N 5 - 1135N - F 1623 0
Webs Tens. Comp.
F - M 23 - 1792M - G 56 - 73M - J 1684 - 12H - I 10 - 87K - L 45 0J - K 58 - 1588
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
D1X 28'7"4 4/12 Mono Girder
WEIGHT =482.2
SEQ - 231587
TYPE SPEC
2 Complete Trusses Required
10'10"
11'10"8
LEFT RAKE = 1'10"11
AB
C
D E
F
G
H IJ
K
LMNOPQR
412
3X10
3X5 5X6 4X6
3X5
7X8
6X8
6X8
1.5X3
1.5X3
8X8(**)
2X8
2X4
31'5"2
3'10"1
28'0"47"
24'9"3 3'10"1
28'7"41'9"8
1'0"81'4"4
8'3"
2
10'8
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D1X 28'7"4 4/12 Mono Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 :B2 2x6 SP 2700f-2.0E::B3 2x4 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W2 2x4 SPF #1/#2::W6, W9, W10 2x4 SPF #3: :W8 2x4 SPF 1650f-1.5E: :W11 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @11.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
All plates are 3X4 except as noted.
Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 101 plf at -1.79 to 101 plf at 13.11 TC- From 101 plf at 13.11 to 101 plf at 28.02 TC- From 101 plf at 28.02 to 101 plf at 28.60 BC- From 4 plf at -1.79 to 4 plf at 0.00 BC- From 30 plf at 0.00 to 30 plf at 8.84 BC- From 30 plf at 8.84 to 30 plf at 20.16 BC- From 30 plf at 20.16 to 30 plf at 28.15PLB- 2387.90 lb Conc. Load at (17.74,10.87)
(**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 15.86 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = D1X 28'7"4 4/12 Mono Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
R 2934 / 27 / - / - / - / 5.5K 3378 / 20 / - / - / - / 5.5Wind reactions based on MWFRSR Min Brg Width Req = 2.3K Min Brg Width Req = 5.5Bearings R & K Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 30 - 3B - C 12 - 2535C - D 23 - 2591D - E 12 - 2490E - F 21 - 1657
Chords Tens. Comp.
F - G 9 - 799G - H 5 - 719G - I 28 - 40H - J 5 - 723
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
R - Q 50 0Q - P 2387 - 10P - O 2388 - 10
Chords Tens. Comp.
O - N 2378 - 18N - M 1469 - 14M - L 17 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - R 30 - 1411B - Q 2337 - 7Q - C 47 - 387C - O 230 - 294O - E 690 0E - N 5 - 1135N - F 1623 0
Webs Tens. Comp.
F - M 23 - 1792M - G 56 - 73M - J 1684 - 12H - I 10 - 87K - L 45 0J - K 58 - 1588
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
D1X 28'7"4 4/12 Mono Girder
WEIGHT =482.2
SEQ - 231587
TYPE SPEC
2 Complete Trusses Required
10'10"
11'10"8
LEFT RAKE = 1'10"11
AB
C
D E
F
G
H IJ
K
LMNOPQR
412
3X10
3X5 5X6 4X6
3X5
7X8
6X8
6X8
1.5X3
1.5X3
8X8(**)
2X8
2X4
31'5"2
3'10"1
28'0"47"
24'9"3 3'10"1
28'7"41'9"8
1'0"81'4"4
8'3"
2
10'8
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D1X 28'7"4 4/12 Mono Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 0 24.09 28.15 TC 24 28.15 28.60 BC 120 0.00 28.15Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
PLT TYP. WAVEDESC = D1X 28'7"4 4/12 Mono Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV. 16.02.01A.0117.20
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
D1X 28'7"4 4/12 Mono Girder
WEIGHT =482.2
SEQ - 231587
TYPE SPEC
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D2 28'1"12 4/12 Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W7, W8, W9 2x4 SPF #3::W10 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.93 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 0 23.63 27.69 TC 24 27.69 28.15 BC 120 0.00 27.69Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = D2 28'1"12 4/12 Mono
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 23 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
P 1898 / - / 739 / - / 186 / -J 2133 / 37 / 752 / - / - / 5.5Wind reactions based on MWFRSP Min Brg Width Req = -J Min Brg Width Req = 5.5Bearing J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 48 - 131B - C 205 - 3104C - D 126 - 2461D - E 132 - 2345
Chords Tens. Comp.
E - F 31 - 1085F - G 113 - 913F - H 53 - 105G - I 111 - 911
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
P - O 2815 - 506O - N 2711 - 383N - M 2711 - 383
Chords Tens. Comp.
M - L 1995 - 256L - K 20 - 4
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - P 97 - 226P - B 204 - 3173B - O 201 0O - C 328 - 29C - M 186 - 782M - E 992 - 50
Webs Tens. Comp.
E - L 229 - 1632L - F 155 - 437L - I 2128 - 257G - H 74 - 162J - K 54 0I - J 360 - 2033
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
D2 28'1"12 4/12 Mono
WEIGHT =211.4
SEQ - 231555
TYPE SPEC
(a)
(a)(a)
10'10"
11'10"8
LEFT RAKE = 1'10"11
A
B
C
D
E
F
G HI
J
KLMNOP
412
5X7
5X6
3X4
3X4
4X6
3X5
4X4
4X4(R)
7X8(R)
3X4 8X10(**)
2X8
2X4
29'0"10
3'10"1
27'6"127"
24'3"11 3'10"1
27'8"45"8
28'1"12
1'0"81'6"
1
8'3"
2
10'8
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D2 28'1"12 4/12 Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W7, W8, W9 2x4 SPF #3::W10 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.93 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 0 23.63 27.69 TC 24 27.69 28.15 BC 120 0.00 27.69Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = D2 28'1"12 4/12 Mono
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 23 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
P 1898 / - / 739 / - / 186 / -J 2133 / 37 / 752 / - / - / 5.5Wind reactions based on MWFRSP Min Brg Width Req = -J Min Brg Width Req = 5.5Bearing J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 48 - 131B - C 205 - 3104C - D 126 - 2461D - E 132 - 2345
Chords Tens. Comp.
E - F 31 - 1085F - G 113 - 913F - H 53 - 105G - I 111 - 911
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
P - O 2815 - 506O - N 2711 - 383N - M 2711 - 383
Chords Tens. Comp.
M - L 1995 - 256L - K 20 - 4
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - P 97 - 226P - B 204 - 3173B - O 201 0O - C 328 - 29C - M 186 - 782M - E 992 - 50
Webs Tens. Comp.
E - L 229 - 1632L - F 155 - 437L - I 2128 - 257G - H 74 - 162J - K 54 0I - J 360 - 2033
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
D2 28'1"12 4/12 Mono
WEIGHT =211.4
SEQ - 231555
TYPE SPEC
(a)
(a)(a)
10'10"
11'10"8
LEFT RAKE = 1'10"11
A
B
C
D
E
F
G HI
J
KLMNOP
412
5X7
5X6
3X4
3X4
4X6
3X5
4X4
4X4(R)
7X8(R)
3X4 8X10(**)
2X8
2X4
29'0"10
3'10"1
27'6"127"
24'3"11 3'10"1
27'8"45"8
28'1"12
1'0"81'6"
1
8'3"
2
10'8
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D3X 28'1"12 4/12 Mono Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 :B2 2x6 SP 2700f-2.0E: Webs 2x4 SPF Stud :W6, W9, W10 2x4 SPF #3::W8 2x4 SPF 1650f-1.5E: :W11 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @11.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
All plates are 3X5 except as noted.
Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 101 plf at 0.00 to 101 plf at 15.08 TC- From 101 plf at 15.08 to 101 plf at 27.56 TC- From 101 plf at 27.56 to 101 plf at 28.15 BC- From 30 plf at 0.00 to 30 plf at 7.99 BC- From 30 plf at 7.99 to 30 plf at 19.70 BC- From 30 plf at 19.70 to 30 plf at 27.69 BC- 2387.91 lb Conc. Load at 17.28
(**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements. 115 mph wind, 16.24 ft mean hgt, ASCE 7-10, CLOSED bldg,
Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.(J) Hanger Support Required, by othersDeflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = D3X 28'1"12 4/12 Mono Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
Q 2724 / - / 6 / - / - / -J 3339 / 1 / - / - / - / 5.5Wind reactions based on MWFRSQ Min Brg Width Req = -J Min Brg Width Req = 5.5Bearing J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 0 - 2389B - C 3 - 2540C - D 6 - 1634D - E 3 - 1605
Chords Tens. Comp.
E - F 3 - 789F - G 0 - 710F - H 28 - 40G - I 0 - 714
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
Q - P 47 0P - O 2261 0O - N 2262 0
Chords Tens. Comp.
N - M 2331 0M - L 1448 - 1L - K 17 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - Q 12 - 1308A - P 2222 0P - B 41 - 454B - N 273 - 242N - C 658 0C - M 0 - 1102M - E 1592 0
Webs Tens. Comp.
E - L 4 - 1762L - F 53 - 74L - I 1664 0G - H 10 - 87J - K 44 0I - J 47 - 1570
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
D3X 28'1"12 4/12 Mono Girder
WEIGHT =471.0
SEQ - 231589
TYPE SPEC
2 Complete Trusses Required
10'10"
11'10"8A
B
CD
E
F
G HI
J
KLMNOPQ
412
4X8
5X8(R)
3X4
4X6
3X4
7X8
5X6
6X8
3X4
1.5X3
1.5X3
8X8(**)
2X8
2X4
29'0"10
3'10"1
27'6"127"
24'3"11 3'10"1
27'8"45"8
28'1"12
1'0"81'6"
1
8'3"
2
10'8
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D3X 28'1"12 4/12 Mono Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 :B2 2x6 SP 2700f-2.0E: Webs 2x4 SPF Stud :W6, W9, W10 2x4 SPF #3::W8 2x4 SPF 1650f-1.5E: :W11 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @11.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
All plates are 3X5 except as noted.
Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 101 plf at 0.00 to 101 plf at 15.08 TC- From 101 plf at 15.08 to 101 plf at 27.56 TC- From 101 plf at 27.56 to 101 plf at 28.15 BC- From 30 plf at 0.00 to 30 plf at 7.99 BC- From 30 plf at 7.99 to 30 plf at 19.70 BC- From 30 plf at 19.70 to 30 plf at 27.69 BC- 2387.91 lb Conc. Load at 17.28
(**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements. 115 mph wind, 16.24 ft mean hgt, ASCE 7-10, CLOSED bldg,
Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.(J) Hanger Support Required, by othersDeflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = D3X 28'1"12 4/12 Mono Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
Q 2724 / - / 6 / - / - / -J 3339 / 1 / - / - / - / 5.5Wind reactions based on MWFRSQ Min Brg Width Req = -J Min Brg Width Req = 5.5Bearing J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 0 - 2389B - C 3 - 2540C - D 6 - 1634D - E 3 - 1605
Chords Tens. Comp.
E - F 3 - 789F - G 0 - 710F - H 28 - 40G - I 0 - 714
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
Q - P 47 0P - O 2261 0O - N 2262 0
Chords Tens. Comp.
N - M 2331 0M - L 1448 - 1L - K 17 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - Q 12 - 1308A - P 2222 0P - B 41 - 454B - N 273 - 242N - C 658 0C - M 0 - 1102M - E 1592 0
Webs Tens. Comp.
E - L 4 - 1762L - F 53 - 74L - I 1664 0G - H 10 - 87J - K 44 0I - J 47 - 1570
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
D3X 28'1"12 4/12 Mono Girder
WEIGHT =471.0
SEQ - 231589
TYPE SPEC
2 Complete Trusses Required
10'10"
11'10"8A
B
CD
E
F
G HI
J
KLMNOPQ
412
4X8
5X8(R)
3X4
4X6
3X4
7X8
5X6
6X8
3X4
1.5X3
1.5X3
8X8(**)
2X8
2X4
29'0"10
3'10"1
27'6"127"
24'3"11 3'10"1
27'8"45"8
28'1"12
1'0"81'6"
1
8'3"
2
10'8
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D3X 28'1"12 4/12 Mono Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 0 23.63 27.69 TC 24 27.69 28.15 BC 120 0.00 27.69Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
PLT TYP. WAVEDESC = D3X 28'1"12 4/12 Mono Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV. 16.02.01A.0117.20
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
D3X 28'1"12 4/12 Mono Girder
WEIGHT =471.0
SEQ - 231589
TYPE SPEC
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D4 17'7"4 4/12 Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SP 2850f-2.3E Webs 2x4 SPF Stud
115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 17.60Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = D4 17'7"4 4/12 Mono
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
I 1377 / - / 560 / - / 119 / 5.5G 1199 / 6 / 504 / - / - / -Wind reactions based on MWFRSI Min Brg Width Req = 1.5G Min Brg Width Req = -Bearing I Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 60 0B - C 78 - 118C - D 60 - 1612
Chords Tens. Comp.
D - E 61 - 1424E - F 72 - 113
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
I - H 1631 - 272
Chords Tens. Comp.
H - G 964 - 175
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - I 201 - 461I - C 43 - 1804C - H 162 - 297
Webs Tens. Comp.
H - E 776 0E - G 231 - 1271F - G 108 - 229
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
D4 17'7"4 4/12 Mono
WEIGHT =99.4
SEQ - 231576
TYPE MONO
(a)
(a)
10'10"
LEFT RAKE = 1'10"11
A
B
C
DE
F
GHI
412
1.5X3
5X5
4X4
3X4
3X53X4
1.5X3
3X5(R)
20'5"5
17'7"4
17'7"41'9"8
1'4"
4
7'2"
11
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D4 17'7"4 4/12 Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SP 2850f-2.3E Webs 2x4 SPF Stud
115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 17.60Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00. Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = D4 17'7"4 4/12 Mono
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
I 1377 / - / 560 / - / 119 / 5.5G 1199 / 6 / 504 / - / - / -Wind reactions based on MWFRSI Min Brg Width Req = 1.5G Min Brg Width Req = -Bearing I Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 60 0B - C 78 - 118C - D 60 - 1612
Chords Tens. Comp.
D - E 61 - 1424E - F 72 - 113
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
I - H 1631 - 272
Chords Tens. Comp.
H - G 964 - 175
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - I 201 - 461I - C 43 - 1804C - H 162 - 297
Webs Tens. Comp.
H - E 776 0E - G 231 - 1271F - G 108 - 229
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
D4 17'7"4 4/12 Mono
WEIGHT =99.4
SEQ - 231576
TYPE MONO
(a)
(a)
10'10"
LEFT RAKE = 1'10"11
A
B
C
DE
F
GHI
412
1.5X3
5X5
4X4
3X4
3X53X4
1.5X3
3X5(R)
20'5"5
17'7"4
17'7"41'9"8
1'4"
4
7'2"
11
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D5X 5'8"12 Flat Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x10 SP 2400f-2.0EBot chord 2x6 SP 2700f-2.0E Webs 2x4 SPF Stud
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 7.25" o.c.Bot Chord: 1 Row @ 3.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 400 plf at 0.00 to 400 plf at 5.73 BC- From 15 plf at 0.00 to 15 plf at 5.73 BC- 1199.10 lb Conc. Load at 1.86, 3.86
115 mph wind, 18.06 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS.
Left end vertical exposed to wind pressure. Deflection meets L/360.
Right end vertical not exposed to wind pressure.(J) Hanger Support Required, by others
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 69 0.00 5.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
Truss must be installed as shown with top chord up.
The TC of this truss shall be braced with attached spans at 24" oc inlieu of structural sheathing.
PLT TYP. WAVEDESC = D5X 5'8"12 Flat Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
F 2388 / 8 / 219 / - / 81 / -D 2388 / 55 / 135 / - / - / -Wind reactions based on MWFRSF Min Brg Width Req = -D Min Brg Width Req = -
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 11 - 269
Chords Tens. Comp.
B - C 11 - 269
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
F - E 0 - 21
Chords Tens. Comp.
E - D 0 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - F 7 - 1014A - E 676 0B - E 29 - 359
Webs Tens. Comp.
E - C 676 - 27C - D 30 - 1014
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
D5X 5'8"12 Flat Girder
WEIGHT =156.8
SEQ - 231579
TYPE FLAT
2 Complete Trusses Required
10'10"
A B C
DEF
5X5
3X4
3X8
4X8
5X5
3X4
5'8"12
7'2"
11
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D5X 5'8"12 Flat Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x10 SP 2400f-2.0EBot chord 2x6 SP 2700f-2.0E Webs 2x4 SPF Stud
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 7.25" o.c.Bot Chord: 1 Row @ 3.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special loads------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 400 plf at 0.00 to 400 plf at 5.73 BC- From 15 plf at 0.00 to 15 plf at 5.73 BC- 1199.10 lb Conc. Load at 1.86, 3.86
115 mph wind, 18.06 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS.
Left end vertical exposed to wind pressure. Deflection meets L/360.
Right end vertical not exposed to wind pressure.(J) Hanger Support Required, by others
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 69 0.00 5.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
Truss must be installed as shown with top chord up.
The TC of this truss shall be braced with attached spans at 24" oc inlieu of structural sheathing.
PLT TYP. WAVEDESC = D5X 5'8"12 Flat Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
F 2388 / 8 / 219 / - / 81 / -D 2388 / 55 / 135 / - / - / -Wind reactions based on MWFRSF Min Brg Width Req = -D Min Brg Width Req = -
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 11 - 269
Chords Tens. Comp.
B - C 11 - 269
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
F - E 0 - 21
Chords Tens. Comp.
E - D 0 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - F 7 - 1014A - E 676 0B - E 29 - 359
Webs Tens. Comp.
E - C 676 - 27C - D 30 - 1014
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
D5X 5'8"12 Flat Girder
WEIGHT =156.8
SEQ - 231579
TYPE FLAT
2 Complete Trusses Required
10'10"
A B C
DEF
5X5
3X4
3X8
4X8
5X5
3X4
5'8"12
7'2"
11
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D6 36'11" 4/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2 :T2, T3 2x4 SPF 1650f-1.5E:Bot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W10 2x4 SPF 1650f-1.5E:
115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 36.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = D6 36'11" 4/12 Common
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
R 2695 / - / 1071 / - / 96 / 5.5L 2695 / - / 1071 / - / - / 5.5Wind reactions based on MWFRSR Min Brg Width Req = 3.4L Min Brg Width Req = 3.4Bearings R & L Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 60 0B - C 91 - 205C - D 518 - 4564D - E 531 - 4529E - F 505 - 3588
Chords Tens. Comp.
F - G 505 - 3588G - H 532 - 4529H - I 519 - 4565I - J 91 - 205J - K 60 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
R - Q 4219 - 433Q - P 4049 - 391P - O 4049 - 391
Chords Tens. Comp.
O - N 4050 - 395N - M 4050 - 395M - L 4220 - 438
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - R 226 - 537R - C 488 - 4597C - Q 234 0Q - E 403 0E - O 176 - 1211F - O 1574 - 101
Webs Tens. Comp.
O - G 176 - 1212G - M 403 0M - I 234 0I - L 488 - 4598J - L 225 - 537
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
D6 36'11" 4/12 Common
WEIGHT =198.1
SEQ - 231611
TYPE COMN
(a)
(a) (a)
(a)10'10"
LEFT RAKE = 1'10"11 RIGHT RAKE = 1'10"11
AB
C D
E
F
G
H I
JK
LMNOPQR
412
1.5X4
6X8
5X83X5
3X4 H0310
3X4
5X6
4X8
3X4
H0310 3X4
3X55X8
1.5X4
6X8
21'4"2 21'4"2
18'5"8 18'5"8
36'11"1'9"8 1'9"8
1'4"4
7'6"
1Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / D6 36'11" 4/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2 :T2, T3 2x4 SPF 1650f-1.5E:Bot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W10 2x4 SPF 1650f-1.5E:
115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 36.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = D6 36'11" 4/12 Common
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
R 2695 / - / 1071 / - / 96 / 5.5L 2695 / - / 1071 / - / - / 5.5Wind reactions based on MWFRSR Min Brg Width Req = 3.4L Min Brg Width Req = 3.4Bearings R & L Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 60 0B - C 91 - 205C - D 518 - 4564D - E 531 - 4529E - F 505 - 3588
Chords Tens. Comp.
F - G 505 - 3588G - H 532 - 4529H - I 519 - 4565I - J 91 - 205J - K 60 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
R - Q 4219 - 433Q - P 4049 - 391P - O 4049 - 391
Chords Tens. Comp.
O - N 4050 - 395N - M 4050 - 395M - L 4220 - 438
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - R 226 - 537R - C 488 - 4597C - Q 234 0Q - E 403 0E - O 176 - 1211F - O 1574 - 101
Webs Tens. Comp.
O - G 176 - 1212G - M 403 0M - I 234 0I - L 488 - 4598J - L 225 - 537
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
D6 36'11" 4/12 Common
WEIGHT =198.1
SEQ - 231611
TYPE COMN
(a)
(a) (a)
(a)10'10"
LEFT RAKE = 1'10"11 RIGHT RAKE = 1'10"11
AB
C D
E
F
G
H I
JK
LMNOPQR
412
1.5X4
6X8
5X83X5
3X4 H0310
3X4
5X6
4X8
3X4
H0310 3X4
3X55X8
1.5X4
6X8
21'4"2 21'4"2
18'5"8 18'5"8
36'11"1'9"8 1'9"8
1'4"4
7'6"
1
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / DS1 28'7"4 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF Stud :W2, W7, W8 2x4 SPF #1/#2::W9 2x4 SPF #3: :W10 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.56 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched, unless specified otherwise.
See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements. (a) scab reinforcement. 80% length of web member. Same size,
species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent bottom chord
live load applied per IBC-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = DS1 28'7"4 4/12 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
AE 2068 / - / 813 / - / 196 / 5.5R 2068 / 31 / 763 / - / - / 5.5Wind reactions based on MWFRSAE Min Brg Width Req = 3.2R Min Brg Width Req = 5.5Bearings AE & R Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 60 0B - C 83 - 146C - D 181 - 3124D - E 212 - 3134E - F 226 - 3020F - G 119 - 2365G - H 125 - 2324H - I 154 - 2303
Chords Tens. Comp.
I - J 1 - 1017J - K 31 - 979K - L 54 - 896L - M 26 - 98L - N 107 - 855M - P 15 - 19N - O 111 - 862O - Q 113 - 866
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
AE-AD 2892 - 473AD-AC 2898 - 471AC-AB 2898 - 471AB-AA 2669 - 369AA- Z 2669 - 369Z - Y 2669 - 369
Chords Tens. Comp.
Y - X 2669 - 369X - W 1916 - 248W - V 1916 - 248V - U 1916 - 248U - T 21 - 4T - S 21 - 4
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B -AE 208 - 487AE-AF 132 - 3221AF- C 142 - 3191C -AG 107 0
Webs Tens. Comp.
I -AM 198 - 1509AN-AO 206 - 1593AP- U 209 - 1601U - L 60 - 150
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
DS1 28'7"4 4/12 Draftstop
WEIGHT =281.8
SEQ - 231566
TYPE GABL
(a)
(a)
(a)(a)
10'10"
11'10"8
LEFT RAKE = 1'10"11
AB
CD
E FG
H
IJ
KL
MNOPQ
R
STUVWXYZAAABACADAE
AF
AGAH
AI AJ
AKAL
AMAN
AOAP
AQAR
412
6X8
5X6
3X4
3X43X5
4X6 1.5X3(**)4X4(R)
4X6
8X8
3X43X6
8X10(**)
2X8
2X6
31'5"2
3'10"1
28'0"47"
24'9"3 3'10"1
28'1"125"81'9"8
28'7"4
1'0"81'4"4
8'3"
2
10'8
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / DS1 28'7"4 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E Webs 2x4 SPF Stud :W2, W7, W8 2x4 SPF #1/#2::W9 2x4 SPF #3: :W10 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.56 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched, unless specified otherwise.
See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements. (a) scab reinforcement. 80% length of web member. Same size,
species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent bottom chord
live load applied per IBC-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = DS1 28'7"4 4/12 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
AE 2068 / - / 813 / - / 196 / 5.5R 2068 / 31 / 763 / - / - / 5.5Wind reactions based on MWFRSAE Min Brg Width Req = 3.2R Min Brg Width Req = 5.5Bearings AE & R Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 60 0B - C 83 - 146C - D 181 - 3124D - E 212 - 3134E - F 226 - 3020F - G 119 - 2365G - H 125 - 2324H - I 154 - 2303
Chords Tens. Comp.
I - J 1 - 1017J - K 31 - 979K - L 54 - 896L - M 26 - 98L - N 107 - 855M - P 15 - 19N - O 111 - 862O - Q 113 - 866
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
AE-AD 2892 - 473AD-AC 2898 - 471AC-AB 2898 - 471AB-AA 2669 - 369AA- Z 2669 - 369Z - Y 2669 - 369
Chords Tens. Comp.
Y - X 2669 - 369X - W 1916 - 248W - V 1916 - 248V - U 1916 - 248U - T 21 - 4T - S 21 - 4
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B -AE 208 - 487AE-AF 132 - 3221AF- C 142 - 3191C -AG 107 0
Webs Tens. Comp.
I -AM 198 - 1509AN-AO 206 - 1593AP- U 209 - 1601U - L 60 - 150
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
DS1 28'7"4 4/12 Draftstop
WEIGHT =281.8
SEQ - 231566
TYPE GABL
(a)
(a)
(a)(a)
10'10"
11'10"8
LEFT RAKE = 1'10"11
AB
CD
E FG
H
IJ
KL
MNOPQ
R
STUVWXYZAAABACADAE
AF
AGAH
AI AJ
AKAL
AMAN
AOAP
AQAR
412
6X8
5X6
3X4
3X43X5
4X6 1.5X3(**)4X4(R)
4X6
8X8
3X43X6
8X10(**)
2X8
2X6
31'5"2
3'10"1
28'0"47"
24'9"3 3'10"1
28'1"125"81'9"8
28'7"4
1'0"81'4"4
8'3"
2
10'8
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / DS1 28'7"4 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 0 24.09 28.15 TC 24 28.15 28.60 BC 120 0.00 28.15Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
PLT TYP. WAVEDESC = DS1 28'7"4 4/12 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
AH-AB 75 - 97AB-AI 421 - 80AJ- F 512 - 83F -AK 132 - 815AL- X 140 - 857X - I 1010 - 135
U -AQ 2012 - 259AR- Q 2038 - 266O - P 8 - 61R - S 139 - 29Q - R 439 - 1963
Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.
AF-AD 114 0AG- D 69 - 212AC-AH 132 - 40AI-AA 154 0E -AJ 73 - 44AK- H 73 - 156Y -AL 63 - 104
Gables Tens. Comp.
AM- J 107 - 71W -AN 159 0AO- K 67 - 251V -AP 64 - 243AQ- T 70 - 153M - N 96 - 165N -AR 78 - 182
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
DS1 28'7"4 4/12 Draftstop
WEIGHT =281.8
SEQ - 231566
TYPE GABL
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / DS2 28'1"12 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W2 2x4 SPF #1/#2::W7, W8, W9 2x4 SPF #3: :W10 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.93 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched, unless specified otherwise.
See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements. (a) scab reinforcement. 80% length of web member. Same size,
species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent bottom chord
live load applied per IBC-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = DS2 28'1"12 4/12 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
AE 1851 / - / 739 / - / 186 / -R 2043 / 37 / 752 / - / - / 5.5Wind reactions based on MWFRSAE Min Brg Width Req = -R Min Brg Width Req = 5.5Bearing R Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 39 - 118B - C 64 - 48C - D 202 - 2978D - E 235 - 2994E - F 250 - 2881F - G 132 - 2314G - H 155 - 2253H - I 161 - 2241
Chords Tens. Comp.
I - J 3 - 1008J - K 32 - 967K - L 56 - 884L - M 26 - 98L - N 106 - 844M - P 15 - 19N - O 110 - 851O - Q 112 - 855
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
AE-AD 2690 - 473AD-AC 2690 - 473AC-AB 2690 - 473AB-AA 2587 - 367AA- Z 2587 - 367Z - Y 2587 - 367
Chords Tens. Comp.
Y - X 2587 - 367X - W 1879 - 247W - V 1879 - 247V - U 1879 - 247U - T 21 - 4T - S 21 - 4
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A -AE 73 - 215AE-AF 166 - 3067AG- C 162 - 3015C -AH 193 0
Webs Tens. Comp.
I -AN 204 - 1478AO-AP 211 - 1552AQ- U 213 - 1558U - L 59 - 154
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
DS2 28'1"12 4/12 Draftstop
WEIGHT =277.6
SEQ - 231570
TYPE GABL
(a)
(a)
(a)(a)
10'10"
11'10"8A
B
CD
E F
G H
IJ
KL
MN OP Q
R
STUVWXYZAAABACADAE
AF
AG
AHAI
AJ AK
ALAM
ANAO
APAQ
ARAS
412
5X7
5X6
3X4
3X4
4X6
3X5
4X4
4X4(R)
7X8(R)
3X4 2X6 8X10(**)
2X8
2X6
29'0"10
3'10"1
27'6"127"
24'3"11 3'10"1
27'8"45"8
28'1"12
1'0"81'6"
1
8'3"
2
10'8
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / DS2 28'1"12 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 :B2 2x4 SPF 1650f-1.5E: Webs 2x4 SPF Stud :W2 2x4 SPF #1/#2::W7, W8, W9 2x4 SPF #3: :W10 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.93 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched, unless specified otherwise.
See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements. (a) scab reinforcement. 80% length of web member. Same size,
species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent bottom chord
live load applied per IBC-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = DS2 28'1"12 4/12 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
AE 1851 / - / 739 / - / 186 / -R 2043 / 37 / 752 / - / - / 5.5Wind reactions based on MWFRSAE Min Brg Width Req = -R Min Brg Width Req = 5.5Bearing R Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 39 - 118B - C 64 - 48C - D 202 - 2978D - E 235 - 2994E - F 250 - 2881F - G 132 - 2314G - H 155 - 2253H - I 161 - 2241
Chords Tens. Comp.
I - J 3 - 1008J - K 32 - 967K - L 56 - 884L - M 26 - 98L - N 106 - 844M - P 15 - 19N - O 110 - 851O - Q 112 - 855
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
AE-AD 2690 - 473AD-AC 2690 - 473AC-AB 2690 - 473AB-AA 2587 - 367AA- Z 2587 - 367Z - Y 2587 - 367
Chords Tens. Comp.
Y - X 2587 - 367X - W 1879 - 247W - V 1879 - 247V - U 1879 - 247U - T 21 - 4T - S 21 - 4
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A -AE 73 - 215AE-AF 166 - 3067AG- C 162 - 3015C -AH 193 0
Webs Tens. Comp.
I -AN 204 - 1478AO-AP 211 - 1552AQ- U 213 - 1558U - L 59 - 154
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
DS2 28'1"12 4/12 Draftstop
WEIGHT =277.6
SEQ - 231570
TYPE GABL
(a)
(a)
(a)(a)
10'10"
11'10"8A
B
CD
E F
G H
IJ
KL
MN OP Q
R
STUVWXYZAAABACADAE
AF
AG
AHAI
AJ AK
ALAM
ANAO
APAQ
ARAS
412
5X7
5X6
3X4
3X4
4X6
3X5
4X4
4X4(R)
7X8(R)
3X4 2X6 8X10(**)
2X8
2X6
29'0"10
3'10"1
27'6"127"
24'3"11 3'10"1
27'8"45"8
28'1"12
1'0"81'6"
1
8'3"
2
10'8
"5
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / DS2 28'1"12 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 0 23.63 27.69 TC 24 27.69 28.15 BC 120 0.00 27.69Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
PLT TYP. WAVEDESC = DS2 28'1"12 4/12 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
AI-AB 86 0AB-AJ 340 - 97AK- F 432 - 100F -AL 137 - 762AM- X 144 - 805X - I 970 - 139
U -AR 1988 - 257AS- Q 2013 - 265O - P 8 - 61R - S 138 - 29Q - R 438 - 1939
Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.
AF-AD 147 0B -AG 82 - 73AH- D 81 - 231AC-AI 99 - 29AJ-AA 164 0E -AK 83 - 50AL- G 72 - 155Y -AM 63 - 102
Gables Tens. Comp.
AN- J 111 - 64W -AO 157 0AP- K 68 - 254V -AQ 65 - 248AR- T 70 - 155M - N 96 - 164N -AS 78 - 183
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
DS2 28'1"12 4/12 Draftstop
WEIGHT =277.6
SEQ - 231570
TYPE GABL
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / E 29'11"8 Flat This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF #3 :W1, W11 2x6 SPF 1650f-1.5E::Lt Bearing Leg 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF 1650f-1.5E:
115 mph wind, 20.26 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.Left end vertical exposed to wind pressure. Deflection meets L/360.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 29.04Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Truss passed check for 20 psf additional bottom chord live load in
areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.Truss must be installed as shown with top chord up.
PLT TYP. WAVEDESC = E 29'11"8 Flat
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 15 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
P 2228 / 42 / 754 / - / 146 / 5.5H 2239 / 63 / 764 / - / - / 5.5Wind reactions based on MWFRSP Min Brg Width Req = 5.5H Min Brg Width Req = 5.5Bearings P & H Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 178 - 1173B - C 194 - 1705C - D 194 - 1705
Chords Tens. Comp.
D - E 194 - 1705E - F 168 - 1705F - G 106 - 1178
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
O - N 93 - 130N - M 1218 - 183M - L 1722 - 173
Chords Tens. Comp.
L - K 1722 - 173K - J 1224 - 114J - I 54 - 6
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - P 148 0A - N 2074 - 168P - A 291 - 2623P - O 148 0N - B 214 - 1423B - M 940 - 89C - M 121 - 536
Webs Tens. Comp.
M - E 38 - 41E - K 160 - 526K - F 946 - 106F - J 232 - 1440J - G 2084 - 186H - I 152 0G - H 453 - 2629
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
E 29'11"8 Flat
WEIGHT =293.3
SEQ - 231617
TYPE SPEC
(a) (a) (a)(a) (a)
11'10"8
A B C D E F G
H
IJKLMNO
P
6X12
2X8
2X65X6(R)
5X5 3X4
3X8 3X5
3X5 5X5
3X5
5X5
5X6(R)
6X12
2X8
2X6
29'11"8
5"829'6"
29'11"8
1'0"8
8'4"
10
9'5"
2
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / E 29'11"8 Flat This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF #3 :W1, W11 2x6 SPF 1650f-1.5E::Lt Bearing Leg 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF 1650f-1.5E:
115 mph wind, 20.26 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.Left end vertical exposed to wind pressure. Deflection meets L/360.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 29.04Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.Truss passed check for 20 psf additional bottom chord live load in
areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.Truss must be installed as shown with top chord up.
PLT TYP. WAVEDESC = E 29'11"8 Flat
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 15 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
P 2228 / 42 / 754 / - / 146 / 5.5H 2239 / 63 / 764 / - / - / 5.5Wind reactions based on MWFRSP Min Brg Width Req = 5.5H Min Brg Width Req = 5.5Bearings P & H Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 178 - 1173B - C 194 - 1705C - D 194 - 1705
Chords Tens. Comp.
D - E 194 - 1705E - F 168 - 1705F - G 106 - 1178
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
O - N 93 - 130N - M 1218 - 183M - L 1722 - 173
Chords Tens. Comp.
L - K 1722 - 173K - J 1224 - 114J - I 54 - 6
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - P 148 0A - N 2074 - 168P - A 291 - 2623P - O 148 0N - B 214 - 1423B - M 940 - 89C - M 121 - 536
Webs Tens. Comp.
M - E 38 - 41E - K 160 - 526K - F 946 - 106F - J 232 - 1440J - G 2084 - 186H - I 152 0G - H 453 - 2629
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
E 29'11"8 Flat
WEIGHT =293.3
SEQ - 231617
TYPE SPEC
(a) (a) (a)(a) (a)
11'10"8
A B C D E F G
H
IJKLMNO
P
6X12
2X8
2X65X6(R)
5X5 3X4
3X8 3X5
3X5 5X5
3X5
5X5
5X6(R)
6X12
2X8
2X6
29'11"8
5"829'6"
29'11"8
1'0"8
8'4"
10
9'5"
2
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / E1 29'11"8 4/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 2100f-1.8EBot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E:
115 mph wind, 24.09 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 29.96Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = E1 29'11"8 4/12 Common
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 27 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
J 2031 / 78 / 774 / - / 44 / 5.0K 2032 / 78 / 774 / - / - / 6.5Wind reactions based on MWFRSJ Min Brg Width Req = 2.6K Min Brg Width Req = 2.6Bearings J & K Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 79 - 267B - C 465 - 3598
Chords Tens. Comp.
C - D 465 - 3600D - E 79 - 267
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
J - I 3546 - 408I - H 2670 - 259
Chords Tens. Comp.
H - G 2670 - 259G - F 3548 - 407
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - J 140 - 368J - B 443 - 3723B - I 203 - 616I - C 1164 - 42
Webs Tens. Comp.
C - G 1167 - 42G - D 203 - 616D - F 443 - 3725E - F 140 - 368
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
E1 29'11"8 4/12 Common
WEIGHT =145.6
SEQ - 231630
TYPE COMN
(a) (a)
20'4"10
A
B
C
D
E
FGHIJ K
412
2X4
5X8
5X7
4X4
6X8
H0308 4X4
5X7
2X4
5X8
15'9"8 15'9"8
14'11"12 14'11"12
29'11"8
1'2"9
6'2"
7Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / E1 29'11"8 4/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 2100f-1.8EBot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E:
115 mph wind, 24.09 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 29.96Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = E1 29'11"8 4/12 Common
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 27 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
J 2031 / 78 / 774 / - / 44 / 5.0K 2032 / 78 / 774 / - / - / 6.5Wind reactions based on MWFRSJ Min Brg Width Req = 2.6K Min Brg Width Req = 2.6Bearings J & K Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 79 - 267B - C 465 - 3598
Chords Tens. Comp.
C - D 465 - 3600D - E 79 - 267
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
J - I 3546 - 408I - H 2670 - 259
Chords Tens. Comp.
H - G 2670 - 259G - F 3548 - 407
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - J 140 - 368J - B 443 - 3723B - I 203 - 616I - C 1164 - 42
Webs Tens. Comp.
C - G 1167 - 42G - D 203 - 616D - F 443 - 3725E - F 140 - 368
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
E1 29'11"8 4/12 Common
WEIGHT =145.6
SEQ - 231630
TYPE COMN
(a) (a)
20'4"10
A
B
C
D
E
FGHIJ K
412
2X4
5X8
5X7
4X4
6X8
H0308 4X4
5X7
2X4
5X8
15'9"8 15'9"8
14'11"12 14'11"12
29'11"8
1'2"9
6'2"
7
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / E2 29'7"8 4/12 Stub This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 2100f-1.8EBot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E:
115 mph wind, 24.09 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 29.62Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = E2 29'7"8 4/12 Stub
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
J 2010 / 77 / 766 / - / 45 / -K 2009 / 77 / 766 / - / - / 6.5Wind reactions based on MWFRSJ Min Brg Width Req = -K Min Brg Width Req = 2.6Bearing K Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 73 - 223B - C 453 - 3478
Chords Tens. Comp.
C - D 459 - 3544D - E 79 - 266
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
J - I 3389 - 389I - H 2613 - 254
Chords Tens. Comp.
H - G 2613 - 254G - F 3499 - 401
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - J 133 - 338J - B 432 - 3622B - I 191 - 543I - C 1081 - 33
Webs Tens. Comp.
C - G 1173 - 41G - D 203 - 620D - F 437 - 3686E - F 140 - 368
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
E2 29'7"8 4/12 Stub
WEIGHT =145.6
SEQ - 231628
TYPE COMN
(a) (a)
20'4"10
A
B
C
D
E
FGHIJ K
412
2X4
5X8
5X6
3X5
6X8
H0308 4X4(R)
5X6
2X4
5X8
15'5"4 15'9"8
14'7"12 14'11"12
29'7"8
1'3"14 1'2"9
6'2"
7Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / E2 29'7"8 4/12 Stub This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 2100f-1.8EBot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E:
115 mph wind, 24.09 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 29.62Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = E2 29'7"8 4/12 Stub
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
J 2010 / 77 / 766 / - / 45 / -K 2009 / 77 / 766 / - / - / 6.5Wind reactions based on MWFRSJ Min Brg Width Req = -K Min Brg Width Req = 2.6Bearing K Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 73 - 223B - C 453 - 3478
Chords Tens. Comp.
C - D 459 - 3544D - E 79 - 266
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
J - I 3389 - 389I - H 2613 - 254
Chords Tens. Comp.
H - G 2613 - 254G - F 3499 - 401
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - J 133 - 338J - B 432 - 3622B - I 191 - 543I - C 1081 - 33
Webs Tens. Comp.
C - G 1173 - 41G - D 203 - 620D - F 437 - 3686E - F 140 - 368
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
E2 29'7"8 4/12 Stub
WEIGHT =145.6
SEQ - 231628
TYPE COMN
(a) (a)
20'4"10
A
B
C
D
E
FGHIJ K
412
2X4
5X8
5X6
3X5
6X8
H0308 4X4(R)
5X6
2X4
5X8
15'5"4 15'9"8
14'7"12 14'11"12
29'7"8
1'3"14 1'2"9
6'2"
7
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / EDS1 29'11"8 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W1, W11 2x6 SPF 1650f-1.5E::W2, W10 2x4 SPF #1/#2: :W3, W4, W5, W6, W7, W8, W9, C3, C11 2x4 SPF #3::Lt Bearing Leg 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF 1650f-1.5E:
All plates are 1.5X3 except as noted. 115 mph wind, 20.26 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.Wind loads and reactions based on MWFRS with additional C&C
member design.
Left end vertical exposed to wind pressure. Deflection meets L/360.Right end vertical not exposed to wind pressure.
Max JT VERT DEFL: LL: 0.14" DL: 0.16". See detailDEFLCAMB1014 for camber recommendations. Provide foradequate drainage of roof.
Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched, unless specified otherwise.
See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
Truss must be installed as shown with top chord up.
PLT TYP. WAVEDESC = EDS1 29'11"8 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
AC 2069 / 42 / 754 / - / 146 / 5.5N 2082 / 63 / 764 / - / - / 5.5Wind reactions based on MWFRSAC Min Brg Width Req = 5.5N Min Brg Width Req = 5.5Bearings AC & N Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 180 - 1115B - C 180 - 1115C - D 194 - 1638D - E 194 - 1639E - F 194 - 1639F - G 194 - 1639
Chords Tens. Comp.
G - H 194 - 1639H - I 194 - 1639I - J 169 - 1641J - K 169 - 1640K - L 107 - 1124L - M 107 - 1124
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
AB-AA 94 - 127AA- Z 94 - 127Z - Y 1154 - 182Y - X 1154 - 182X - W 1154 - 182W - V 1653 - 171V - U 1653 - 171
Chords Tens. Comp.
U - T 1653 - 171T - S 1166 - 114S - R 1166 - 114R - Q 1164 - 113Q - P 39 - 4P - O 39 - 4
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A -AC 132 - 4A -AD 2019 - 177AC- A 214 - 2212AC-AB 132 - 4AE- Z 1977 - 173
Webs Tens. Comp.
AK- I 35 - 46I - T 82 - 377T -AL 898 - 104AM-AN 953 - 113AN- K 866 - 88
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
EDS1 29'11"8 Draftstop
WEIGHT =384.8
SEQ - 231625
TYPE GABL
(a) (a) (a) (a) (a)(a) (a)
(a) (a)
11'10"8
A B C D E F G H I J K L M
N
OPQRSTUVWXYZAAABAC
ADAE
AFAG
AHAI
AJAK
ALAM
AN
AOAP
6X12
2X8
2X6 5X6(R)
5X5 3X4
3X8 3X5
3X5 5X5
3X5
5X5
5X6(R)
6X12
2X8
2X6
29'11"8
5"829'6"
29'11"8
1'0"8
8'4"
10
9'5"
2
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / EDS1 29'11"8 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W1, W11 2x6 SPF 1650f-1.5E::W2, W10 2x4 SPF #1/#2: :W3, W4, W5, W6, W7, W8, W9, C3, C11 2x4 SPF #3::Lt Bearing Leg 2x6 SPF 1650f-1.5E::Rt Bearing Leg 2x6 SPF 1650f-1.5E:
All plates are 1.5X3 except as noted. 115 mph wind, 20.26 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.Wind loads and reactions based on MWFRS with additional C&C
member design.
Left end vertical exposed to wind pressure. Deflection meets L/360.Right end vertical not exposed to wind pressure.
Max JT VERT DEFL: LL: 0.14" DL: 0.16". See detailDEFLCAMB1014 for camber recommendations. Provide foradequate drainage of roof.
Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched, unless specified otherwise.
See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 2.00.Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
Truss must be installed as shown with top chord up.
PLT TYP. WAVEDESC = EDS1 29'11"8 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
AC 2069 / 42 / 754 / - / 146 / 5.5N 2082 / 63 / 764 / - / - / 5.5Wind reactions based on MWFRSAC Min Brg Width Req = 5.5N Min Brg Width Req = 5.5Bearings AC & N Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 180 - 1115B - C 180 - 1115C - D 194 - 1638D - E 194 - 1639E - F 194 - 1639F - G 194 - 1639
Chords Tens. Comp.
G - H 194 - 1639H - I 194 - 1639I - J 169 - 1641J - K 169 - 1640K - L 107 - 1124L - M 107 - 1124
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
AB-AA 94 - 127AA- Z 94 - 127Z - Y 1154 - 182Y - X 1154 - 182X - W 1154 - 182W - V 1653 - 171V - U 1653 - 171
Chords Tens. Comp.
U - T 1653 - 171T - S 1166 - 114S - R 1166 - 114R - Q 1164 - 113Q - P 39 - 4P - O 39 - 4
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A -AC 132 - 4A -AD 2019 - 177AC- A 214 - 2212AC-AB 132 - 4AE- Z 1977 - 173
Webs Tens. Comp.
AK- I 35 - 46I - T 82 - 377T -AL 898 - 104AM-AN 953 - 113AN- K 866 - 88
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
EDS1 29'11"8 Draftstop
WEIGHT =384.8
SEQ - 231625
TYPE GABL
(a) (a) (a) (a) (a)(a) (a)
(a) (a)
11'10"8
A B C D E F G H I J K L M
N
OPQRSTUVWXYZAAABAC
ADAE
AFAG
AHAI
AJAK
ALAM
AN
AOAP
6X12
2X8
2X6 5X6(R)
5X5 3X4
3X8 3X5
3X5 5X5
3X5
5X5
5X6(R)
6X12
2X8
2X6
29'11"8
5"829'6"
29'11"8
1'0"8
8'4"
10
9'5"
2
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / EDS1 29'11"8 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.46 29.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
PLT TYP. WAVEDESC = EDS1 29'11"8 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Z - C 130 - 1220C -AF 922 - 90AG-AH 943 - 93AI- W 907 - 91F - W 52 - 417W -AJ 35 - 44
K - Q 173 - 1249Q -AO 1993 - 191AP- M 2036 - 195N - O 135 0M - N 353 - 2222
Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.
AD- B 67 - 177AA-AE 64 - 127AF- D 53 - 135Y -AG 57 - 171AH- E 53 - 117X -AI 55 - 80AJ- U 52 - 89
Gables Tens. Comp.
G -AK 54 - 119AL- S 55 - 100J -AM 65 - 164AN- R 29 - 125AO- P 54 - 122L -AP 59 - 173
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
EDS1 29'11"8 Draftstop
WEIGHT =384.8
SEQ - 231625
TYPE GABL
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / EDS2 29'11"8 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 2100f-1.8EBot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E:
All plates are 1.5X3 except as noted. 115 mph wind, 24.09 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.Wind loads and reactions based on MWFRS with additional C&C
member design.Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched, unless specified otherwise.
See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements.(a) scab reinforcement. 80% length of web member. Same size,
species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.46 29.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = EDS2 29'11"8 4/12 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
S 1963 / 78 / 774 / - / 44 / 5.0AB 1963 / 78 / 774 / - / - / 6.5Wind reactions based on MWFRSS Min Brg Width Req = 2.5AB Min Brg Width Req = 2.5Bearings S & AB Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 93 - 262B - C 480 - 3367C - D 504 - 3316
Chords Tens. Comp.
D - E 504 - 3316E - F 480 - 3367F - G 93 - 262
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
S - R 3365 - 394R - Q 3367 - 393Q - P 3373 - 390P - O 2543 - 243O - N 2543 - 243N - M 2543 - 243
Chords Tens. Comp.
M - L 2543 - 243L - K 2543 - 243K - J 3373 - 389J - I 3367 - 393I - H 3365 - 393
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - S 146 - 379S - T 398 - 3545T - U 400 - 3534U - B 426 - 3494B - P 124 - 503P - V 1093 - 123W - D 1152 - 131
Webs Tens. Comp.
D - X 1152 - 131Y - K 1093 - 123K - F 124 - 503F - Z 426 - 3494Z -AA 400 - 3534AA- H 398 - 3545G - H 146 - 379
Maximum Gable Forces Per Ply (lbs)**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
EDS2 29'11"8 4/12 Draftstop
WEIGHT =182.3
SEQ - 231623
TYPE GABL
(a)(a)
20'4"10
A
B
C
D
E
F
G
HIJKLMNOPQRS
T
U
VW X Y
Z
AA
AB
412
2X4
5X8
5X7
4X4
6X8(R)
1.5X4 H0308 4X4
5X7
2X4
5X8
15'9"8 15'9"8
14'11"12 14'11"12
29'11"8
1'2"9
6'2"
7Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / EDS2 29'11"8 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 2100f-1.8EBot chord 2x4 SPF 2100f-1.8E Webs 2x4 SPF Stud :W2, W7 2x4 SPF 1650f-1.5E:
All plates are 1.5X3 except as noted. 115 mph wind, 24.09 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.Wind loads and reactions based on MWFRS with additional C&C
member design.Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched, unless specified otherwise.
See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements.(a) scab reinforcement. 80% length of web member. Same size,
species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.46 29.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = EDS2 29'11"8 4/12 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
S 1963 / 78 / 774 / - / 44 / 5.0AB 1963 / 78 / 774 / - / - / 6.5Wind reactions based on MWFRSS Min Brg Width Req = 2.5AB Min Brg Width Req = 2.5Bearings S & AB Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 93 - 262B - C 480 - 3367C - D 504 - 3316
Chords Tens. Comp.
D - E 504 - 3316E - F 480 - 3367F - G 93 - 262
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
S - R 3365 - 394R - Q 3367 - 393Q - P 3373 - 390P - O 2543 - 243O - N 2543 - 243N - M 2543 - 243
Chords Tens. Comp.
M - L 2543 - 243L - K 2543 - 243K - J 3373 - 389J - I 3367 - 393I - H 3365 - 393
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - S 146 - 379S - T 398 - 3545T - U 400 - 3534U - B 426 - 3494B - P 124 - 503P - V 1093 - 123W - D 1152 - 131
Webs Tens. Comp.
D - X 1152 - 131Y - K 1093 - 123K - F 124 - 503F - Z 426 - 3494Z -AA 400 - 3534AA- H 398 - 3545G - H 146 - 379
Maximum Gable Forces Per Ply (lbs)**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
EDS2 29'11"8 4/12 Draftstop
WEIGHT =182.3
SEQ - 231623
TYPE GABL
(a)(a)
20'4"10
A
B
C
D
E
F
G
HIJKLMNOPQRS
T
U
VW X Y
Z
AA
AB
412
2X4
5X8
5X7
4X4
6X8(R)
1.5X4 H0308 4X4
5X7
2X4
5X8
15'9"8 15'9"8
14'11"12 14'11"12
29'11"8
1'2"9
6'2"
7
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / EDS2 29'11"8 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.
PLT TYP. WAVEDESC = EDS2 29'11"8 4/12 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Gables Tens.Comp.
T - R 38 0U - Q 236 0V - O 71 - 290C - W 83 - 371D - N 257 0
Gables Tens. Comp.
X - E 83 - 371L - Y 71 - 290J - Z 236 0I -AA 38 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
EDS2 29'11"8 4/12 Draftstop
WEIGHT =182.3
SEQ - 231623
TYPE GABL
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / F 28'8"4 4/12 Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3, W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.57 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Left end vertical exposed to wind pressure. Deflection meets L/360.
Max JT VERT DEFL: LL: 0.17" DL: 0.20". See detailDEFLCAMB1014 for camber recommendations. Provide foradequate drainage of roof.
(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 -0.46 4.24 BC 120 0.00 28.23Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = F 28'8"4 4/12 Mono
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 12 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
Q 2052 / 7 / 769 / - / 217 / 5.5K 2106 / - / 812 / - / - / 5.5Wind reactions based on MWFRSQ Min Brg Width Req = 5.5K Min Brg Width Req = 3.3Bearings Q & K Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 239 - 885B - D 57 - 89C - D 240 - 884D - E 175 - 1036E - F 262 - 2422
Chords Tens. Comp.
F - G 250 - 2488G - H 286 - 3188H - I 66 - 117I - J 60 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
P - O 381 - 42O - N 1959 - 29N - M 2809 - 156
Chords Tens. Comp.
M - L 2809 - 156L - K 2850 - 212
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - Q 64 0A - O 1994 - 283Q - A 350 - 1939Q - P 64 0B - C 78 - 181D - O 161 - 304O - E 224 - 1590
Webs Tens. Comp.
E - N 1014 - 39N - G 191 - 817G - L 322 0L - H 236 0H - K 258 - 3231I - K 187 - 447
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
F 28'8"4 4/12 Mono
WEIGHT =212.5
SEQ - 231632
TYPE SPEC
(a)
(a)
(a) 11'10"8
10'10"
RIGHT RAKE = 1'10"11
A
B
C D
E
FG
H
IJ
KLMNOP
Q
412
8X10(**)
2X8
2X4
3X5
7X8
4X4(R)
4X4 4X6
3X53X4
3X4
5X5
6X8
3'11"1
31'6"2
3'11"1 24'9"3
7"28'1"4
5"828'2"12
1'9"8
28'8"4
1'0"8
8'3"
2
1'4"4
10'8
"11
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / F 28'8"4 4/12 Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3, W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.57 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Left end vertical exposed to wind pressure. Deflection meets L/360.
Max JT VERT DEFL: LL: 0.17" DL: 0.20". See detailDEFLCAMB1014 for camber recommendations. Provide foradequate drainage of roof.
(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 -0.46 4.24 BC 120 0.00 28.23Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = F 28'8"4 4/12 Mono
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 12 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
Q 2052 / 7 / 769 / - / 217 / 5.5K 2106 / - / 812 / - / - / 5.5Wind reactions based on MWFRSQ Min Brg Width Req = 5.5K Min Brg Width Req = 3.3Bearings Q & K Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 239 - 885B - D 57 - 89C - D 240 - 884D - E 175 - 1036E - F 262 - 2422
Chords Tens. Comp.
F - G 250 - 2488G - H 286 - 3188H - I 66 - 117I - J 60 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
P - O 381 - 42O - N 1959 - 29N - M 2809 - 156
Chords Tens. Comp.
M - L 2809 - 156L - K 2850 - 212
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - Q 64 0A - O 1994 - 283Q - A 350 - 1939Q - P 64 0B - C 78 - 181D - O 161 - 304O - E 224 - 1590
Webs Tens. Comp.
E - N 1014 - 39N - G 191 - 817G - L 322 0L - H 236 0H - K 258 - 3231I - K 187 - 447
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
F 28'8"4 4/12 Mono
WEIGHT =212.5
SEQ - 231632
TYPE SPEC
(a)
(a)
(a) 11'10"8
10'10"
RIGHT RAKE = 1'10"11
A
B
C D
E
FG
H
IJ
KLMNOP
Q
412
8X10(**)
2X8
2X4
3X5
7X8
4X4(R)
4X4 4X6
3X53X4
3X4
5X5
6X8
3'11"1
31'6"2
3'11"1 24'9"3
7"28'1"4
5"828'2"12
1'9"8
28'8"4
1'0"8
8'3"
2
1'4"4
10'8
"11
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / F1 28'2"12 4/12 Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3, W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.95 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Left end vertical exposed to wind pressure. Deflection meets L/360.
Max JT VERT DEFL: LL: 0.15" DL: 0.18". See detailDEFLCAMB1014 for camber recommendations. Provide foradequate drainage of roof.
(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 0.00 4.70 BC 120 0.46 28.23Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = F1 28'2"12 4/12 Mono
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 24 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
P 2027 / 13 / 759 / - / 209 / 5.5J 1882 / - / 736 / - / - / -Wind reactions based on MWFRSP Min Brg Width Req = 5.5J Min Brg Width Req = -Bearing P Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 237 - 872B - D 57 - 89C - D 239 - 871D - E 173 - 1023
Chords Tens. Comp.
E - F 264 - 2367F - G 252 - 2433G - H 305 - 3028H - I 42 - 99
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
O - N 358 - 34N - M 1920 - 60M - L 2717 - 191
Chords Tens. Comp.
L - K 2717 - 191K - J 2628 - 270
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - P 64 0A - N 1965 - 282P - A 348 - 1916P - O 64 0B - C 78 - 181D - N 162 - 308N - E 222 - 1551
Webs Tens. Comp.
E - M 969 - 37M - G 190 - 756G - K 260 0K - H 286 0H - J 318 - 3062I - J 74 - 197
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
F1 28'2"12 4/12 Mono
WEIGHT =209.2
SEQ - 231637
TYPE SPEC
(a)
(a)
(a) 11'10"8
10'10"
A
B
C D
E
F
G
H
I
JKLMNO
P
412
8X10(**)
2X8
2X4
3X5
7X8
4X4(R)
4X4 4X6
3X53X4
3X4
5X5
5X6
3'11"1
29'1"11
3'11"1 24'3"11
7"27'7"12
5"827'9"4
28'2"12
1'0"8
8'3"
2
1'6"
1
10'8
"11
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / F1 28'2"12 4/12 Mono This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3, W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.95 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Left end vertical exposed to wind pressure. Deflection meets L/360.
Max JT VERT DEFL: LL: 0.15" DL: 0.18". See detailDEFLCAMB1014 for camber recommendations. Provide foradequate drainage of roof.
(a) Continuous lateral restraint equally spaced on member.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 0.00 4.70 BC 120 0.46 28.23Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = F1 28'2"12 4/12 Mono
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 24 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
P 2027 / 13 / 759 / - / 209 / 5.5J 1882 / - / 736 / - / - / -Wind reactions based on MWFRSP Min Brg Width Req = 5.5J Min Brg Width Req = -Bearing P Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 237 - 872B - D 57 - 89C - D 239 - 871D - E 173 - 1023
Chords Tens. Comp.
E - F 264 - 2367F - G 252 - 2433G - H 305 - 3028H - I 42 - 99
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
O - N 358 - 34N - M 1920 - 60M - L 2717 - 191
Chords Tens. Comp.
L - K 2717 - 191K - J 2628 - 270
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - P 64 0A - N 1965 - 282P - A 348 - 1916P - O 64 0B - C 78 - 181D - N 162 - 308N - E 222 - 1551
Webs Tens. Comp.
E - M 969 - 37M - G 190 - 756G - K 260 0K - H 286 0H - J 318 - 3062I - J 74 - 197
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
F1 28'2"12 4/12 Mono
WEIGHT =209.2
SEQ - 231637
TYPE SPEC
(a)
(a)
(a) 11'10"8
10'10"
A
B
C D
E
F
G
H
I
JKLMNO
P
412
8X10(**)
2X8
2X4
3X5
7X8
4X4(R)
4X4 4X6
3X53X4
3X4
5X5
5X6
3'11"1
29'1"11
3'11"1 24'3"11
7"27'7"12
5"827'9"4
28'2"12
1'0"8
8'3"
2
1'6"
1
10'8
"11
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / F2 16'0"12 4/12 Stub This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3, W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud::Rt Bearing Leg 2x6 SPF 1650f-1.5E:
All plates are 2X8 except as noted. 115 mph wind, 18.98 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.Wind loads and reactions based on MWFRS with additional C&C
member design.
Left end vertical exposed to wind pressure. Deflection meets L/360.Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 -0.46 4.24 BC 120 0.00 15.15Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent bottom chord
live load applied per IBC-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = F2 16'0"12 4/12 Stub
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 8 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
L 1150 / 32 / 428 / - / 177 / 5.5H 1111 / - / 399 / - / - / 5.5Wind reactions based on MWFRSL Min Brg Width Req = 5.5H Min Brg Width Req = 1.5Bearings L & H Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 189 - 432B - D 58 - 87C - D 190 - 436
Chords Tens. Comp.
D - E 119 - 411E - F 114 - 554F - G 93 - 641
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
K - J 241 - 31J - I 572 - 46
Chords Tens. Comp.
I - H 30 - 10
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - L 91 0A - J 965 - 254L - A 315 - 1101L - K 91 0B - C 79 - 181
Webs Tens. Comp.
D - J 182 - 468J - F 148 - 215F - I 115 - 407I - G 861 - 52G - H 398 - 1290
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
F2 16'0"12 4/12 Stub
WEIGHT =173.3
SEQ - 231673
TYPE SPEC
(a)
(a)
11'10"8
11'1"
RIGHT RAKE = 5"13
A
B
C D
E
F
G
HIJK
L
412
4X10
2X4
1.5X3
1.5X3
3X5
4X8
3X5
3X4
3X4
4X8
1.5X4
3'11"1
16'3"13
3'11"1 12'1"11
7"15'5"12
5"815'7"4
16'0"12
1'0"8
8'3"
2
3"
5'3"
12
10'8
"11
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / F2 16'0"12 4/12 Stub This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3, W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud::Rt Bearing Leg 2x6 SPF 1650f-1.5E:
All plates are 2X8 except as noted. 115 mph wind, 18.98 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.Wind loads and reactions based on MWFRS with additional C&C
member design.
Left end vertical exposed to wind pressure. Deflection meets L/360.Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 -0.46 4.24 BC 120 0.00 15.15Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent bottom chord
live load applied per IBC-15 section 1607.Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.Truss designed for balanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = F2 16'0"12 4/12 Stub
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 8 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
L 1150 / 32 / 428 / - / 177 / 5.5H 1111 / - / 399 / - / - / 5.5Wind reactions based on MWFRSL Min Brg Width Req = 5.5H Min Brg Width Req = 1.5Bearings L & H Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 189 - 432B - D 58 - 87C - D 190 - 436
Chords Tens. Comp.
D - E 119 - 411E - F 114 - 554F - G 93 - 641
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
K - J 241 - 31J - I 572 - 46
Chords Tens. Comp.
I - H 30 - 10
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - L 91 0A - J 965 - 254L - A 315 - 1101L - K 91 0B - C 79 - 181
Webs Tens. Comp.
D - J 182 - 468J - F 148 - 215F - I 115 - 407I - G 861 - 52G - H 398 - 1290
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
F2 16'0"12 4/12 Stub
WEIGHT =173.3
SEQ - 231673
TYPE SPEC
(a)
(a)
11'10"8
11'1"
RIGHT RAKE = 5"13
A
B
C D
E
F
G
HIJK
L
412
4X10
2X4
1.5X3
1.5X3
3X5
4X8
3X5
3X4
3X4
4X8
1.5X4
3'11"1
16'3"13
3'11"1 12'1"11
7"15'5"12
5"815'7"4
16'0"12
1'0"8
8'3"
2
3"
5'3"
12
10'8
"11
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / FDS1 28'8"4 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3 2x4 SPF #1/#2: :W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.57 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Left end vertical exposed to wind pressure. Deflection meets L/360.
Max JT VERT DEFL: LL: 0.21" DL: 0.24". See detailDEFLCAMB1014 for camber recommendations. Provide foradequate drainage of roof.
Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched, unless specified otherwise.
See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements. (a) scab reinforcement. 80% length of web member. Same size,
species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.Truss passed check for 20 psf additional bottom chord live load in
areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = FDS1 28'8"4 4/12 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
AB 2073 / 7 / 770 / - / 217 / 5.5Q 2085 / - / 812 / - / - / 5.5Wind reactions based on MWFRSAB Min Brg Width Req = 5.5Q Min Brg Width Req = 3.3Bearings AB & Q Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 241 - 905B - E 17 - 21C - D 240 - 900D - F 238 - 893E - F 26 - 101F - G 200 - 935G - H 178 - 1013H - I 148 - 1065
Chords Tens. Comp.
I - J 296 - 2374J - K 264 - 2377K - L 259 - 2441L - M 335 - 3170M - N 299 - 3166N - O 77 - 119O - P 60 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
AA- Z 380 - 42Z - Y 380 - 42Y - X 1961 - 19X - W 1961 - 19W - V 1961 - 19
Chords Tens. Comp.
V - U 2759 - 135U - T 2759 - 135T - S 2756 - 137S - R 2765 - 190R - Q 2759 - 193
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A -AB 136 0A -AC 2061 - 295AB- A 380 - 1933AB-AA 136 0B - C 20 - 67
Webs Tens. Comp.
AH- I 199 - 1509I - V 1031 - 133V -AI 189 - 917AI- L 133 - 777L - S 346 - 77
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
FDS1 28'8"4 4/12 Draftstop
WEIGHT =272.4
SEQ - 231635
TYPE GABL
(a)
(a)
(a)
(a)(a)
11'10"8
10'10"
RIGHT RAKE = 1'10"11
A
B
C D E F G
HI
JK
L
M
N
OP
QRSTUVWXYZAAAB
ACAD
AEAF
AGAH
AI
AJ
412
8X10(**)
2X8
2X6
3X63X5
7X8
4X4(R)
4X4 4X6
3X5 7X8(R)
7X8(R)
5X5
6X8
3'11"1
31'6"2
3'11"1 24'9"3
7"28'1"4
5"828'2"12
1'9"8
28'8"4
1'0"8
8'3"
2
1'4"4
10'8
"11
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / FDS1 28'8"4 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3 2x4 SPF #1/#2: :W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.57 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Left end vertical exposed to wind pressure. Deflection meets L/360.
Max JT VERT DEFL: LL: 0.21" DL: 0.24". See detailDEFLCAMB1014 for camber recommendations. Provide foradequate drainage of roof.
Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched, unless specified otherwise.
See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements. (a) scab reinforcement. 80% length of web member. Same size,
species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.Truss passed check for 20 psf additional bottom chord live load in
areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = FDS1 28'8"4 4/12 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
AB 2073 / 7 / 770 / - / 217 / 5.5Q 2085 / - / 812 / - / - / 5.5Wind reactions based on MWFRSAB Min Brg Width Req = 5.5Q Min Brg Width Req = 3.3Bearings AB & Q Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 241 - 905B - E 17 - 21C - D 240 - 900D - F 238 - 893E - F 26 - 101F - G 200 - 935G - H 178 - 1013H - I 148 - 1065
Chords Tens. Comp.
I - J 296 - 2374J - K 264 - 2377K - L 259 - 2441L - M 335 - 3170M - N 299 - 3166N - O 77 - 119O - P 60 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
AA- Z 380 - 42Z - Y 380 - 42Y - X 1961 - 19X - W 1961 - 19W - V 1961 - 19
Chords Tens. Comp.
V - U 2759 - 135U - T 2759 - 135T - S 2756 - 137S - R 2765 - 190R - Q 2759 - 193
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A -AB 136 0A -AC 2061 - 295AB- A 380 - 1933AB-AA 136 0B - C 20 - 67
Webs Tens. Comp.
AH- I 199 - 1509I - V 1031 - 133V -AI 189 - 917AI- L 133 - 777L - S 346 - 77
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
FDS1 28'8"4 4/12 Draftstop
WEIGHT =272.4
SEQ - 231635
TYPE GABL
(a)
(a)
(a)
(a)(a)
11'10"8
10'10"
RIGHT RAKE = 1'10"11
A
B
C D E F G
HI
JK
L
M
N
OP
QRSTUVWXYZAAAB
ACAD
AEAF
AGAH
AI
AJ
412
8X10(**)
2X8
2X6
3X63X5
7X8
4X4(R)
4X4 4X6
3X5 7X8(R)
7X8(R)
5X5
6X8
3'11"1
31'6"2
3'11"1 24'9"3
7"28'1"4
5"828'2"12
1'9"8
28'8"4
1'0"8
8'3"
2
1'4"4
10'8
"11
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / FDS1 28'8"4 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 -0.46 4.24 BC 120 0.00 28.23Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
PLT TYP. WAVEDESC = FDS1 28'8"4 4/12 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
AD- Y 2032 - 282F - Y 71 - 150Y -AE 204 - 1569AF-AG 206 - 1585
S - N 271 0N -AJ 236 - 3110AJ- Q 222 - 3140O - Q 200 - 453
Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.
AC- D 29 - 184D - E 86 - 170Z -AD 23 - 152AE- X 67 - 282G -AF 63 - 265AG- W 165 0
Gables Tens. Comp.
H -AH 113 - 62J -AI 76 - 195T - L 175 0S - M 83 - 294R -AJ 131 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
FDS1 28'8"4 4/12 Draftstop
WEIGHT =272.4
SEQ - 231635
TYPE GABL
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / FDS2 28'2"12 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3, W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.95 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Left end vertical exposed to wind pressure. Deflection meets L/360.
Max JT VERT DEFL: LL: 0.20" DL: 0.23". See detailDEFLCAMB1014 for camber recommendations. Provide foradequate drainage of roof.
Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched, unless specified otherwise.
See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements. (a) scab reinforcement. 80% length of web member. Same size,
species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.Truss passed check for 20 psf additional bottom chord live load in
areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = FDS2 28'2"12 4/12 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
AA 2049 / 13 / 759 / - / 209 / 5.5P 1861 / - / 736 / - / - / -Wind reactions based on MWFRSAA Min Brg Width Req = 5.5P Min Brg Width Req = -Bearing AA Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 240 - 892B - E 17 - 21C - D 238 - 888D - F 236 - 880E - F 27 - 101F - G 198 - 922G - H 176 - 1000
Chords Tens. Comp.
H - I 146 - 1051I - J 299 - 2320J - K 267 - 2323K - L 261 - 2387L - M 346 - 3010M - N 314 - 3008N - O 44 - 100
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
Z - Y 358 - 34Y - X 358 - 34X - W 1923 - 50W - V 1923 - 50V - U 1923 - 50
Chords Tens. Comp.
U - T 2669 - 172T - S 2669 - 172S - R 2666 - 173R - Q 2542 - 252Q - P 2535 - 255
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A -AA 137 0A -AB 2027 - 292AA- A 377 - 1922AA- Z 137 0B - C 20 - 67AC- X 2003 - 281
Webs Tens. Comp.
AG- I 197 - 1471I - U 987 - 132U -AH 186 - 863AH- L 131 - 721L - R 252 - 74R - N 369 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
FDS2 28'2"12 4/12 Draftstop
WEIGHT =269.1
SEQ - 231658
TYPE GABL
(a)
(a)
(a)
(a)(a)
11'10"8
10'10"
RIGHT RAKE = 1'10"11
A
B
C D
E
FG
HI
JK
L
M
N
O
PQRSTUVWXYZAA
ABAC
AD
AE
AFAG
AH
AI
412
8X10(**)
2X8
2X6
2X63X5
7X8
4X4(R)
4X4 4X6
3X5 7X8(R)
7X8(R)
5X5
5X6
3'11"1
29'1"11
3'11"1 24'3"11
7"27'7"12
5"827'9"4
28'2"12
1'0"8
8'3"
2
1'6"
1
10'8
"11
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / FDS2 28'2"12 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E :B2 2x4 SPF #1/#2: Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E::W3, W4, W5 2x4 SPF #3::Lt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plotdetails for special positioning requirements.
115 mph wind, 16.95 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Left end vertical exposed to wind pressure. Deflection meets L/360.
Max JT VERT DEFL: LL: 0.20" DL: 0.23". See detailDEFLCAMB1014 for camber recommendations. Provide foradequate drainage of roof.
Truss designed to support 0-0-0 top chord outlookers and claddingload not to exceed 2.00 PSF one face and 24.0" span opposite face.Top chord must not be cut or notched, unless specified otherwise.
See DWGS A11530ENC101014, GBLLETIN0118, & GABRST101014for gable wind bracing and other requirements. (a) scab reinforcement. 80% length of web member. Same size,
species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.Truss passed check for 20 psf additional bottom chord live load in
areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.Truss designed for unbalanced snow load based on Pg=50.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = FDS2 28'2"12 4/12 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
AA 2049 / 13 / 759 / - / 209 / 5.5P 1861 / - / 736 / - / - / -Wind reactions based on MWFRSAA Min Brg Width Req = 5.5P Min Brg Width Req = -Bearing AA Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 240 - 892B - E 17 - 21C - D 238 - 888D - F 236 - 880E - F 27 - 101F - G 198 - 922G - H 176 - 1000
Chords Tens. Comp.
H - I 146 - 1051I - J 299 - 2320J - K 267 - 2323K - L 261 - 2387L - M 346 - 3010M - N 314 - 3008N - O 44 - 100
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
Z - Y 358 - 34Y - X 358 - 34X - W 1923 - 50W - V 1923 - 50V - U 1923 - 50
Chords Tens. Comp.
U - T 2669 - 172T - S 2669 - 172S - R 2666 - 173R - Q 2542 - 252Q - P 2535 - 255
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A -AA 137 0A -AB 2027 - 292AA- A 377 - 1922AA- Z 137 0B - C 20 - 67AC- X 2003 - 281
Webs Tens. Comp.
AG- I 197 - 1471I - U 987 - 132U -AH 186 - 863AH- L 131 - 721L - R 252 - 74R - N 369 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
FDS2 28'2"12 4/12 Draftstop
WEIGHT =269.1
SEQ - 231658
TYPE GABL
(a)
(a)
(a)
(a)(a)
11'10"8
10'10"
RIGHT RAKE = 1'10"11
A
B
C D
E
FG
HI
JK
L
M
N
O
PQRSTUVWXYZAA
ABAC
AD
AE
AFAG
AH
AI
412
8X10(**)
2X8
2X6
2X63X5
7X8
4X4(R)
4X4 4X6
3X5 7X8(R)
7X8(R)
5X5
5X6
3'11"1
29'1"11
3'11"1 24'3"11
7"27'7"12
5"827'9"4
28'2"12
1'0"8
8'3"
2
1'6"
1
10'8
"11
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / FDS2 28'2"12 4/12 Draftstop This dwg. prepared by the ITW job designer program from truss mfr's layout.In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 -0.46 4.24 BC 120 0.00 27.77Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
PLT TYP. WAVEDESC = FDS2 28'2"12 4/12 Draftstop
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
F - X 71 - 151X -AD 203 - 1532AE-AF 205 - 1546
N -AI 302 - 2937AI- P 288 - 2967O - P 86 - 201
Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.
AB- D 32 - 179D - E 87 - 172Y -AC 27 - 152AD- W 67 - 281G -AE 64 - 266AF- V 165 0
Gables Tens. Comp.
H -AG 113 - 62J -AH 76 - 195S - L 176 0R - M 78 - 287Q -AI 121 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
FDS2 28'2"12 4/12 Draftstop
WEIGHT =269.1
SEQ - 231658
TYPE GABL
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / P 29'11"8 4/12 Piggy This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 24.09 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.46 29.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = P 29'11"8 4/12 Piggy
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 16 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
S* 146 / 5 / 52 / - / 1 / 359Wind reactions based on MWFRSS Min Brg Width Req = -Bearing S is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 50 - 49B - C 80 - 64C - D 123 - 79D - E 174 - 99
Chords Tens. Comp.
E - F 174 - 99F - G 123 - 79G - H 80 - 64H - I 50 - 49
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
S - R 24 - 20R - Q 23 - 21Q - P 23 - 21P - O 24 - 22O - N 24 - 22
Chords Tens. Comp.
N - M 24 - 22M - L 23 - 21L - K 23 - 21K - J 24 - 20
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - S 56 - 113B - R 147 - 385C - Q 107 - 461D - P 160 - 640E - O 8 - 333
Webs Tens. Comp.
M - F 160 - 640L - G 107 - 461K - H 147 - 385I - J 56 - 113
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
P 29'11"8 4/12 Piggy
WEIGHT =123.9
SEQ - 231615
TYPE COMN
20'4"10
A
B
C
D
E
F
G
H
I
JKLMNOPQR
S
412
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
5X5
1.5X3 3X5 1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
29'11"8
15'9"8 15'9"8
14'11"12 14'11"12
1'2"9
6'2"
7Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / P 29'11"8 4/12 Piggy This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 24.09 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.46 29.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = P 29'11"8 4/12 Piggy
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 16 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
S* 146 / 5 / 52 / - / 1 / 359Wind reactions based on MWFRSS Min Brg Width Req = -Bearing S is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 50 - 49B - C 80 - 64C - D 123 - 79D - E 174 - 99
Chords Tens. Comp.
E - F 174 - 99F - G 123 - 79G - H 80 - 64H - I 50 - 49
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
S - R 24 - 20R - Q 23 - 21Q - P 23 - 21P - O 24 - 22O - N 24 - 22
Chords Tens. Comp.
N - M 24 - 22M - L 23 - 21L - K 23 - 21K - J 24 - 20
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
A - S 56 - 113B - R 147 - 385C - Q 107 - 461D - P 160 - 640E - O 8 - 333
Webs Tens. Comp.
M - F 160 - 640L - G 107 - 461K - H 147 - 385I - J 56 - 113
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
P 29'11"8 4/12 Piggy
WEIGHT =123.9
SEQ - 231615
TYPE COMN
20'4"10
A
B
C
D
E
F
G
H
I
JKLMNOPQR
S
412
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
5X5
1.5X3 3X5 1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
1.5X3
29'11"8
15'9"8 15'9"8
14'11"12 14'11"12
1'2"9
6'2"
7
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T 19'1" 9/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W4, W5 2x4 SPF #3:
115 mph wind, 27.46 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 19.08Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = T 19'1" 9/12 Common
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
L 1589 / 90 / 637 / - / 172 / 5.5H 1590 / 90 / 637 / - / - / 5.5Wind reactions based on MWFRSL Min Brg Width Req = 2.5H Min Brg Width Req = 2.5Bearings L & H Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 140 0B - C 149 - 152C - D 172 - 1284
Chords Tens. Comp.
D - E 172 - 1285E - F 148 - 151F - G 140 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
L - K 947 - 43K - J 758 0
Chords Tens. Comp.
J - I 758 0I - H 948 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - L 197 - 479L - C 0 - 1402C - K 138 - 117K - D 414 - 47
Webs Tens. Comp.
D - I 417 - 47I - E 138 - 117E - H 0 - 1403F - H 195 - 479
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/15/19
T 19'1" 9/12 Common
WEIGHT =132.1
SEQ - 231354
TYPE COMN
(a)
(a)
22'10"
LEFT RAKE = 2'7"14 RIGHT RAKE = 2'7"14
A
B
C
D
E
F
G
HIJKL
912
1.5X3
3X5(R)
3X6
3X4
5X5
3X5 3X4
3X6
1.5X3
3X5(R)
14'7" 14'7"
9'6"8 9'6"8
19'1"2'1"8 2'1"8
1'10
"3
9'0"
1
9'1"
6
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T 19'1" 9/12 Common This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud :W4, W5 2x4 SPF #3:
115 mph wind, 27.46 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
(a) scab reinforcement. 80% length of web member. Same size,species & grade or better. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 19.08Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Truss passed check for 20 psf additional bottom chord live load inareas with 42"-high x 24"-wide clearance.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = T 19'1" 9/12 Common
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
L 1589 / 90 / 637 / - / 172 / 5.5H 1590 / 90 / 637 / - / - / 5.5Wind reactions based on MWFRSL Min Brg Width Req = 2.5H Min Brg Width Req = 2.5Bearings L & H Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 140 0B - C 149 - 152C - D 172 - 1284
Chords Tens. Comp.
D - E 172 - 1285E - F 148 - 151F - G 140 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
L - K 947 - 43K - J 758 0
Chords Tens. Comp.
J - I 758 0I - H 948 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - L 197 - 479L - C 0 - 1402C - K 138 - 117K - D 414 - 47
Webs Tens. Comp.
D - I 417 - 47I - E 138 - 117E - H 0 - 1403F - H 195 - 479
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/15/19
T 19'1" 9/12 Common
WEIGHT =132.1
SEQ - 231354
TYPE COMN
(a)
(a)
22'10"
LEFT RAKE = 2'7"14 RIGHT RAKE = 2'7"14
A
B
C
D
E
F
G
HIJKL
912
1.5X3
3X5(R)
3X6
3X4
5X5
3X5 3X4
3X6
1.5X3
3X5(R)
14'7" 14'7"
9'6"8 9'6"8
19'1"2'1"8 2'1"8
1'10
"3
9'0"
1
9'1"
6
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T1 19'1" 9/12 Hip This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 26.69 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 7.48 11.60 BC 120 0.00 19.08Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = T1 19'1" 9/12 Hip
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
M 1522 / 86 / 636 / - / 145 / 5.5I 1522 / 86 / 636 / - / - / 5.5Wind reactions based on MWFRSM Min Brg Width Req = 2.4I Min Brg Width Req = 2.4Bearings M & I Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 140 0B - C 126 - 114C - D 128 - 1186D - E 142 - 833
Chords Tens. Comp.
E - F 128 - 1186F - G 124 - 115G - H 140 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
M - L 763 - 60L - K 830 0
Chords Tens. Comp.
K - J 830 0J - I 763 - 15
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - M 179 - 414M - C 42 - 1263C - L 129 - 12L - D 239 0D - J 66 - 59
Webs Tens. Comp.
E - J 244 0J - F 129 - 13F - I 43 - 1260G - I 176 - 415
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
T1 19'1" 9/12 Hip
WEIGHT =137.6
SEQ - 231357
TYPE HIPS
DT -1"14
22'10"
LEFT RAKE = 2'7"14 RIGHT RAKE = 2'7"14
A
B
C
D E
F
G
H
IJKLM
912
1.5X3
3X5(R)
3X5
3X4
4X6(R)
3X5
4X6(R)
3X8
3X5
1.5X3
3X5(R)
12'0"1
4'1"8
12'0"1
7'5"12 4'1"8 7'5"12
19'1"2'1"8 2'1"8
1'10
"3
7'5"
8
7'6"
13
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T1 19'1" 9/12 Hip This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 26.69 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 7.48 11.60 BC 120 0.00 19.08Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = T1 19'1" 9/12 Hip
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
M 1522 / 86 / 636 / - / 145 / 5.5I 1522 / 86 / 636 / - / - / 5.5Wind reactions based on MWFRSM Min Brg Width Req = 2.4I Min Brg Width Req = 2.4Bearings M & I Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 140 0B - C 126 - 114C - D 128 - 1186D - E 142 - 833
Chords Tens. Comp.
E - F 128 - 1186F - G 124 - 115G - H 140 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
M - L 763 - 60L - K 830 0
Chords Tens. Comp.
K - J 830 0J - I 763 - 15
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - M 179 - 414M - C 42 - 1263C - L 129 - 12L - D 239 0D - J 66 - 59
Webs Tens. Comp.
E - J 244 0J - F 129 - 13F - I 43 - 1260G - I 176 - 415
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
T1 19'1" 9/12 Hip
WEIGHT =137.6
SEQ - 231357
TYPE HIPS
DT -1"14
22'10"
LEFT RAKE = 2'7"14 RIGHT RAKE = 2'7"14
A
B
C
D E
F
G
H
IJKLM
912
1.5X3
3X5(R)
3X5
3X4
4X6(R)
3X5
4X6(R)
3X8
3X5
1.5X3
3X5(R)
12'0"1
4'1"8
12'0"1
7'5"12 4'1"8 7'5"12
19'1"2'1"8 2'1"8
1'10
"3
7'5"
8
7'6"
13
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T2X 19'1" 9/12 Hip Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF Stud
115 mph wind, 25.94 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 5.48 13.60 BC 120 0.00 19.08Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
#1 hip supports 5-5-12 jacks to BC. Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
PLT TYP. WAVEDESC = T2X 19'1" 9/12 Hip Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
L 2262 / 94 / - / - / - / 5.5M 2262 / 94 / - / - / - / 5.5Wind reactions based on MWFRSL Min Brg Width Req = 3.5M Min Brg Width Req = 3.5Bearings L & M Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 140 - 22B - C 72 - 2229C - D 46 - 2000
Chords Tens. Comp.
D - E 46 - 2000E - F 72 - 2229F - G 140 - 22
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
L - K 15 - 1K - J 1625 - 37
Chords Tens. Comp.
J - I 1625 - 37I - H 15 - 1
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - L 121 - 2212B - K 1689 - 35K - C 316 0C - J 630 - 14D - J 24 - 169
Webs Tens. Comp.
J - E 630 - 14E - I 316 0I - F 1689 - 35F - H 121 - 2212
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
T2X 19'1" 9/12 Hip Girder
WEIGHT =148.8
SEQ - 231359
TYPE HIPS
DT -1"3
22'10"
LEFT RAKE = 2'7"14 RIGHT RAKE = 2'7"14
A
B
C D E
F
G
HIJKLM
912
4X8
3X8 4X8
4X63X4
7X8
4X6
4X8
4X8
3X8
9'6"1
8'1"8
9'6"1
5'5"12 8'1"8 5'5"12
19'1"2'1"8 2'1"8
1'10
"3
5'11
"8
6'0"
13
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T2X 19'1" 9/12 Hip Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF Stud
115 mph wind, 25.94 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 5.48 13.60 BC 120 0.00 19.08Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
#1 hip supports 5-5-12 jacks to BC. Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
PLT TYP. WAVEDESC = T2X 19'1" 9/12 Hip Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
L 2262 / 94 / - / - / - / 5.5M 2262 / 94 / - / - / - / 5.5Wind reactions based on MWFRSL Min Brg Width Req = 3.5M Min Brg Width Req = 3.5Bearings L & M Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 140 - 22B - C 72 - 2229C - D 46 - 2000
Chords Tens. Comp.
D - E 46 - 2000E - F 72 - 2229F - G 140 - 22
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
L - K 15 - 1K - J 1625 - 37
Chords Tens. Comp.
J - I 1625 - 37I - H 15 - 1
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - L 121 - 2212B - K 1689 - 35K - C 316 0C - J 630 - 14D - J 24 - 169
Webs Tens. Comp.
J - E 630 - 14E - I 316 0I - F 1689 - 35F - H 121 - 2212
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
T2X 19'1" 9/12 Hip Girder
WEIGHT =148.8
SEQ - 231359
TYPE HIPS
DT -1"3
22'10"
LEFT RAKE = 2'7"14 RIGHT RAKE = 2'7"14
A
B
C D E
F
G
HIJKLM
912
4X8
3X8 4X8
4X63X4
7X8
4X6
4X8
4X8
3X8
9'6"1
8'1"8
9'6"1
5'5"12 8'1"8 5'5"12
19'1"2'1"8 2'1"8
1'10
"3
5'11
"8
6'0"
13
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T3X 7'7"8 */12 HJack Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF Stud
115 mph wind, 25.91 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
(J) Hanger Support Required, by others
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 91 0.00 7.62Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hipjack supports 5-4-11 setback jacks with no webs.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
PLT TYP. WAVEDESC = T3X 7'7"8 */12 HJack Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 4 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
G 777 / 64 / - / - / - / 7.0E 527 / 13 / - / - / - / -Wind reactions based on MWFRSG Min Brg Width Req = 1.5F Min Brg Width Req = -Bearing G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 177 - 20B - C 171 - 156
Chords Tens. Comp.
C - D 2 - 11
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
G - F 2 0
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - G 91 - 710B - F 0 - 2
Webs Tens. Comp.
C - F 69 - 389
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
T3X 7'7"8 */12 HJack Girder
WEIGHT =65.1
SEQ - 231364
TYPE HIP_
22'10"
LEFT RAKE = 3'4"13
A
B
CD
EFG
6.3612
3X4
2X6
1.5X4
4X6(R)
12'0"6
7'7"83'0"1
1'10
"3
5'10
"11
6'1"
14HB 1"8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T3X 7'7"8 */12 HJack Girder This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x6 SPF 1650f-1.5EBot chord 2x6 SPF 1650f-1.5E Webs 2x4 SPF Stud
115 mph wind, 25.91 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
(J) Hanger Support Required, by others
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 91 0.00 7.62Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hipjack supports 5-4-11 setback jacks with no webs.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
PLT TYP. WAVEDESC = T3X 7'7"8 */12 HJack Girder
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 4 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
G 777 / 64 / - / - / - / 7.0E 527 / 13 / - / - / - / -Wind reactions based on MWFRSG Min Brg Width Req = 1.5F Min Brg Width Req = -Bearing G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 177 - 20B - C 171 - 156
Chords Tens. Comp.
C - D 2 - 11
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
G - F 2 0
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - G 91 - 710B - F 0 - 2
Webs Tens. Comp.
C - F 69 - 389
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
T3X 7'7"8 */12 HJack Girder
WEIGHT =65.1
SEQ - 231364
TYPE HIP_
22'10"
LEFT RAKE = 3'4"13
A
B
CD
EFG
6.3612
3X4
2X6
1.5X4
4X6(R)
12'0"6
7'7"83'0"1
1'10
"3
5'10
"11
6'1"
14HB 1"8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T4 5'5"12 9/12 EJack This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 25.94 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
(J) Hanger Support Required, by others
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 66 0.00 5.48Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = T4 5'5"12 9/12 EJack
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 10 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
G 649 / - / 262 / - / 150 / 5.5E 325 / 89 / 186 / - / - / -Wind reactions based on MWFRSG Min Brg Width Req = 1.5F Min Brg Width Req = -Bearing G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 140 0B - C 138 - 199
Chords Tens. Comp.
C - D 0 - 8
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
G - F 83 - 208
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - G 54 - 558B - F 216 - 86
Webs Tens. Comp.
C - F 98 - 244
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
T4 5'5"12 9/12 EJack
WEIGHT =40.1
SEQ - 231366
TYPE EJAC
22'10"
LEFT RAKE = 2'7"14
A
B
CD
EFG
912
3X4
2X4
1.5X3
4X4
9'6"1
5'5"122'1"8
1'10
"3
5'11
"8
6'0"
13HB 1"8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T4 5'5"12 9/12 EJack This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 25.94 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
(J) Hanger Support Required, by others
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 66 0.00 5.48Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = T4 5'5"12 9/12 EJack
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 10 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
G 649 / - / 262 / - / 150 / 5.5E 325 / 89 / 186 / - / - / -Wind reactions based on MWFRSG Min Brg Width Req = 1.5F Min Brg Width Req = -Bearing G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 140 0B - C 138 - 199
Chords Tens. Comp.
C - D 0 - 8
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
G - F 83 - 208
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - G 54 - 558B - F 216 - 86
Webs Tens. Comp.
C - F 98 - 244
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
T4 5'5"12 9/12 EJack
WEIGHT =40.1
SEQ - 231366
TYPE EJAC
22'10"
LEFT RAKE = 2'7"14
A
B
CD
EFG
912
3X4
2X4
1.5X3
4X4
9'6"1
5'5"122'1"8
1'10
"3
5'11
"8
6'0"
13HB 1"8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T5 3'4"11 9/12 Jack This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 25.16 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
(J) Hanger Support Required, by others
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 41 0.00 3.39Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = T5 3'4"11 9/12 Jack
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 8 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
G 536 / - / 212 / - / 104 / 5.5E 156 / 65 / 105 / - / - / -Wind reactions based on MWFRSG Min Brg Width Req = 1.5F Min Brg Width Req = -Bearing G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 140 0B - C 58 - 148
Chords Tens. Comp.
C - D 0 - 8
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
G - F 52 - 153
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - G 56 - 481B - F 169 - 57
Webs Tens. Comp.
C - F 48 - 112
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
T5 3'4"11 9/12 Jack
WEIGHT =29.8
SEQ - 231370
TYPE JACK
22'10"
LEFT RAKE = 2'7"14
A
B
C D
EFG
912
3X4
2X6
1.5X3
4X4
6'10"12
3'4"112'1"8
1'10
"3
4'4"
11
4'6"HB 1"8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T5 3'4"11 9/12 Jack This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 25.16 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
(J) Hanger Support Required, by others
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 41 0.00 3.39Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = T5 3'4"11 9/12 Jack
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 8 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
G 536 / - / 212 / - / 104 / 5.5E 156 / 65 / 105 / - / - / -Wind reactions based on MWFRSG Min Brg Width Req = 1.5F Min Brg Width Req = -Bearing G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 140 0B - C 58 - 148
Chords Tens. Comp.
C - D 0 - 8
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
G - F 52 - 153
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - G 56 - 481B - F 169 - 57
Webs Tens. Comp.
C - F 48 - 112
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
T5 3'4"11 9/12 Jack
WEIGHT =29.8
SEQ - 231370
TYPE JACK
22'10"
LEFT RAKE = 2'7"14
A
B
C D
EFG
912
3X4
2X6
1.5X3
4X4
6'10"12
3'4"112'1"8
1'10
"3
4'4"
11
4'6"HB 1"8
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T6 1'4"11 9/12 Jack This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 24.41 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 17 0.00 1.39Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = T6 1'4"11 9/12 Jack
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 8 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
F 506 / - / 188 / - / 62 / 5.5D 30 / 55 / 57 / - / - / 1.5C -88 / 88 / 32 / - / - / 1.5Wind reactions based on MWFRSF Min Brg Width Req = 1.5D Min Brg Width Req = -C Min Brg Width Req = -Bearing F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 140 0
Chords Tens. Comp.
B - C 40 - 140
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
F - E 38 - 105
Chords Tens. Comp.
E - D 0 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - F 42 - 489
Webs Tens. Comp.
B - E 172 - 61
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
T6 1'4"11 9/12 Jack
WEIGHT =15.4
SEQ - 231372
TYPE JACK
22'10"
25'5"3
LEFT RAKE = 2'7"14
A
B
C
DEF
912 3X4
1.5X31.5X3
4'4"12
1'4"112'1"8
1'10
"3 2'10
"11
3'
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / T6 1'4"11 9/12 Jack This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 24.41 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 17 0.00 1.39Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for balanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = T6 1'4"11 9/12 Jack
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 8 REV. 16.02.01A.0117.20
Maximum Reactions (lbs)Loc R / U / Rw / Rh / RL / W
F 506 / - / 188 / - / 62 / 5.5D 30 / 55 / 57 / - / - / 1.5C -88 / 88 / 32 / - / - / 1.5Wind reactions based on MWFRSF Min Brg Width Req = 1.5D Min Brg Width Req = -C Min Brg Width Req = -Bearing F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 140 0
Chords Tens. Comp.
B - C 40 - 140
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
F - E 38 - 105
Chords Tens. Comp.
E - D 0 0
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - F 42 - 489
Webs Tens. Comp.
B - E 172 - 61
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
T6 1'4"11 9/12 Jack
WEIGHT =15.4
SEQ - 231372
TYPE JACK
22'10"
25'5"3
LEFT RAKE = 2'7"14
A
B
C
DEF
912 3X4
1.5X31.5X3
4'4"12
1'4"112'1"8
1'10
"3 2'10
"11
3'
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / TL 7'11"11 Hip Frame This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
All plates are 3X4 except as noted. Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
This "Hip Frame" may be used in place of purlins on the hip plane tobrace the flat top chord of hip trusses. See detail drawingHIPFRAME0118 or HIPFR1800118 for additional information.
PLT TYP. WAVEDESC = TL 7'11"11 Hip Frame
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
A* 2 / - / - / - / - / 95.3A Min Brg Width Req = -Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 0 - 1B - C 0 - 1
Chords Tens. Comp.
C - D 0 - 1D - E 0 - 1
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - H 0 0H - G 0 0
Chords Tens. Comp.
G - F 0 0F - E 0 0
Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.
B - H 0 - 2C - G 0 - 1
Gables Tens. Comp.
F - D 0 - 2
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
TL 7'11"11 Hip Frame
WEIGHT =39.8
SEQ - 231374
TYPE HIP_
0'A
B
C
D
E
FGH
15
12
3X4(D1)
4X4
3X4(D1)
7'11"5
5'10"
15
5'10"15
3'10"141"8
3'10"14
0"4
4'10
"14
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / TL 7'11"11 Hip Frame This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
All plates are 3X4 except as noted. Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
This "Hip Frame" may be used in place of purlins on the hip plane tobrace the flat top chord of hip trusses. See detail drawingHIPFRAME0118 or HIPFR1800118 for additional information.
PLT TYP. WAVEDESC = TL 7'11"11 Hip Frame
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 2 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
A* 2 / - / - / - / - / 95.3A Min Brg Width Req = -Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 0 - 1B - C 0 - 1
Chords Tens. Comp.
C - D 0 - 1D - E 0 - 1
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - H 0 0H - G 0 0
Chords Tens. Comp.
G - F 0 0F - E 0 0
Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp.
B - H 0 - 2C - G 0 - 1
Gables Tens. Comp.
F - D 0 - 2
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
TL 7'11"11 Hip Frame
WEIGHT =39.8
SEQ - 231374
TYPE HIP_
0'A
B
C
D
E
FGH
15
12
3X4(D1)
4X4
3X4(D1)
7'11"5
5'10"
15
5'10"15
3'10"141"8
3'10"14
0"4
4'10
"14
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / TV1 12'9"15 3.5/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.41 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 62 -0.61 12.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = TV1 12'9"15 3.5/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 131 / - / 48 / - / 1 / 153Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 924 - 188
Chords Tens. Comp.
B - C 924 - 189
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 216 - 823
Chords Tens. Comp.
D - C 216 - 823
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 264 - 953
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
TV1 12'9"15 3.5/12 Valley
WEIGHT =39.2
SEQ - 231690
TYPE VAL
17'3"14
A
B
C
DE
3.512
2X4(D8R)
4X4
1.5X3
2X4(D8R)
12'9"15
5'8"9 5'8"9
6'4"15 6'4"15
0"4
1'10
"11
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / TV1 12'9"15 3.5/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF 1650f-1.5EBot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.41 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 62 -0.61 12.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = TV1 12'9"15 3.5/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 131 / - / 48 / - / 1 / 153Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 924 - 188
Chords Tens. Comp.
B - C 924 - 189
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 216 - 823
Chords Tens. Comp.
D - C 216 - 823
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 264 - 953
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
TV1 12'9"15 3.5/12 Valley
WEIGHT =39.2
SEQ - 231690
TYPE VAL
17'3"14
A
B
C
DE
3.512
2X4(D8R)
4X4
1.5X3
2X4(D8R)
12'9"15
5'8"9 5'8"9
6'4"15 6'4"15
0"4
1'10
"11
Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / TV2 8'3"15 3.5/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.74 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.97 6.36Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = TV2 8'3"15 3.5/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 131 / - / 47 / - / 1 / 99.9Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 322 - 69
Chords Tens. Comp.
B - C 322 - 69
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 98 - 273
Chords Tens. Comp.
D - C 98 - 273
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 157 - 430
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
TV2 8'3"15 3.5/12 Valley
WEIGHT =26.6
SEQ - 231692
TYPE VAL
17'11"12
A
B
C
D
E
3.512
2X4(D8R)
4X4
1.5X3
2X4(D8R)
8'3"15
3'4"7 3'4"7
4'1"15 4'1"15
0"4
1'2"
13Job:(102711) / -STANDALE LUMBER /845 E 16TH STREET / TV2 8'3"15 3.5/12 Valley This dwg. prepared by the ITW job designer program from truss mfr's layout.Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x4 SPF Stud
115 mph wind, 18.74 ft mean hgt, ASCE 7-10, CLOSED bldg,Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS with additional C&Cmember design.
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 -1.97 6.36Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Bottom chord checked for 10.00 psf non-concurrent bottom chordlive load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increasefactor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=50.00 psf,Ct=1.10, Ce=1.00, CAT II & Pf=38.50 psf.
PLT TYP. WAVEDESC = TV2 8'3"15 3.5/12 Valley
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV. 16.02.01A.0117.20
Maximum Reactions (lbs), or *=PLFLoc R / U / Rw / Rh / RL / W
E* 131 / - / 47 / - / 1 / 99.9Wind reactions based on MWFRSA Min Brg Width Req = -Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 322 - 69
Chords Tens. Comp.
B - C 322 - 69
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - D 98 - 273
Chords Tens. Comp.
D - C 98 - 273
Maximum Web Forces Per Ply (lbs)Webs Tens.Comp.
B - D 157 - 430
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringresponsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL 40.00 PSF
TC DL 10.00 PSF
BC DL 15.00 PSF
BC LL 0.00 PSF
TOT. LD 65.00 PSF
DUR. FAC 1.15
SPACING 24.0 "
JOB #: 102711DATE - 05/16/19
TV2 8'3"15 3.5/12 Valley
WEIGHT =26.6
SEQ - 231692
TYPE VAL
17'11"12
A
B
C
D
E
3.512
2X4(D8R)
4X4
1.5X3
2X4(D8R)
8'3"15
3'4"7 3'4"7
4'1"15 4'1"15
0"4
1'2"
13