HomeMy WebLinkAboutAPPROVED, S Truss Profile FLORIDA
FLORMA QUALITY TRUSS
QUALITY TRUSS 3625 PARK CENTRAL BLVD N.
QU
3625 Park Central Blvd. POMPANO BEACH FL 33064
Pompano Beach,FL 33064 PHONE :(954) 975 3384 FAX:(954) 978 8990
PROJEECT NAME &ADDRESSs _ f /4—/,� ,f D
CITY I COUNTY S �� —
CONTRACTOR I BUILDER
MODEL I ELEVATION LOT/BLOCK _
JOB# -- 2-4 f ev_ --
STATEMENT: Icertify that the engineering for the trusses listed on the attached sealed index sheet have been designed
and checked for compliance with the Florida Building Code.2020 the trusses have been designed to provide resistance
to wind and forces as required by the falloving provisions
TRUSS LOADING CODITION�� ROOF TRUSSES FLOOR TRUSSES
TOP CHORD LIVE LOAD _
TOP CHORD DEAD LOAD _7
BOTTOM CHORD LIVE LOAD
BOTTOM CHORD DEAD LOAD TM .
TOTAL LOAD _
DURATION FACTOR
WIND ANALYSIS ASCE 7--16 170 MPH
EXPOSURE_CATAGORY C--II
MEAN ROOF HEIGHT
COMPUTER PROGRAM USED FOR DESIGN : ALPINE
Attched is a index sheet submittedin accordance with Florida Statude 61 G15--31.003 the pages numbered 1 thru
are photocopies of the original design and approved by me .As witness by my seal. l hereby certify that the above
information is true and correct to the best of my knovledge and belief ______T�
```1j111{I{ttll/����'
UMAN DE�1{RAL .`,'A, 'SktaN DE"'`'l, Digitally signed
N =* b Numan
87425 �FL. REG. #PE87425 ? No y
,
3625 PARK CENTRAL BLVD N. STA p� Dem i ra I PE87425
POMPANO BEACH, FL 33064 = 'A
0'�F•'•:�ORIDP.• '
• `� ' Date: 2021 .04 21
numan,demiralagmail.com
ONA��0%'%NS'� 11 :58:25 -04'00'
NO TRUSS ID NO TRUSS ID NO TRUSS !D N_O_ TRUSS ID : NO TRUSS IO
..._2 _P1. ._ .Y. _3? 62 - _ .� _...__.._ _92 122
�- 3 33 63 _ 93 123
4
�T _ 34 -` 64 - 941 124
5 - /, 35 — 65 95 125 ^
6 ' _ _ 36 66 _96 - 126 -
7 37 67 97 127 _
--8 - - _ _. ..__ -38 _----_--- -�--68 98 128
9 / 39 69 99 129
10 - 40 70 100 130
11 41 71 1101 131
12 42 _ 72
13 --- 43 M- !_ 73 - 103 ` - 133
--- 14 = 4.4 -------— 74 -------- 104 -----_ _ 134
15 :- _ 45 _ 75 _ — 105 135
--16 _ . _ -- `46 �76 -- -`_---- 106 ^136
17 - y - 47 77 '_ 1071 `�-137
18 _V�-7,� - 48 ,- ----- 78 108 136 -
19 49 _79 109 139
20 '/ - 50 _ 80 _ 110 140
_-221
_ 51 81 111 141
22 -----� 52 V 82 112 _ -- w142 -
23 53 83 113 143
^24 - _ 54 84 -..__.__..------- 114 _ � 144
25 55 851`- 115 145
26 � ----- - 56 _ ---- `86 116 _ -- - _146 _-
27 { - --_57 87 117 •_~ - _ 147 _
28 58 88 118 J 148
29 591 __- 89 119
30 - 60 - 90 120
Digitally signed
N U MAN D EM!RAL ,.��''���J`�A�N M`�_9�'--,-,
F. byNuman
FL. REG. #PE87425 _ No 87425 = Demira
3625 PARK CENTRAL BLVD N.
POMPANO BEACH, EL 330'64 : STATE OF �Z = PE87425
numan.demiral@gmdil.com %�'�'�s•'• D
ate: ,2021 .04.21
AL
1111100 11 :58:37 -04 00'
Florida Quality Truss Engineering-List
Job#: 21193
Phone:772-545-3950
e-mail: Date: 4/21/2021
Customer Information: Project Information:
Name: Contact: Name:
ANDRE MICHELE MARSILIA ADD.
Address: Address: Region:
13506 NW COCO PLUMB CT MARTIN
City,State,Zip: City,State,Zip:
STUART,FL
Salesman: Notes: Loading:
TC BC
Fill in later
Designer: LL 0 0
FRANKO DL 0 0
Engineering List Mark
Seq. Qty Span Description Truss Slope FT OH-L CANT-L STUB-L Height
Nunn. TC/BC OH-R CANT-R STUB-R
1 1 17-04-00 Al G 6/12 0 0.00 03-00-00 07-05-00 00-00-00
00-00-00
0lbs.each
2x4 2x4 0.00 03-00-00 00-00-00 00-00-00
2 1 17-04-00 A2 6/12 0 0.00 03-00-00 00-00-00 00-00-00
00-00-00
0lbs.each
2x4 2x4 0.00 03-00-00 00-00-00 00-00-00
3 5 17-04-00 A3 6/12 0 0.00 03-00-00 00-00-00 00-00-00
00-00-00
0lbs.each
2x4 2x4 0.00 03-00-00 00-00-00 00-00-00
4 1 17-04-00 A3A 6/12 4 0.00 03-00-00 00-00-00 00-00-00
00-00-00
0lbs.each
2x4 2x4 0.00 03-00-00 00-00-00 00-00-00
5 1 17-04-00 A4 6/12 4 0.00 03-00-00 00-00-00 00-00-00
00-00-00
0lbs.each
2x4 2x4 0.00 03-00-00 00-00-00 00-00-00
6 1 17-04-00 A5 6/12 4 0.00 03-00-00 00-00-00 00-00-00
0lbs.each ° ��-��-��
2x4 2x4 0.00 03-00-00 00-00-00 00-00-00
7 1 17-04-00 Ag 6/12 4 0.00 03-00-00 00-00-00 00-00-00 00-00-00
o lbs.each ° 2x4 2x4 0.00 03-00-00 00-00-00 00-00-00
8 5 17-04-00 A7 6/12 4 0.00 03-00-00 00-00-00 00-00-00
0lbs.each ° ��-��-��
2x4 2x4 0.00 03-00-00 00-00-00 00-00-00
9 1 17-04-00 A9 6/12 4 0.00 03-00-00 00-00-00 00-00-00
00-00-00
0lbs.each
2x4 2x4 0.00 03-00-00 00-00-00 00-00-00
10 1 17-04-00 Al OG 6/12 4.0 77.33 03-00-00 00-00-00 00-00-00
02-10-03
2-Ply 324.8lbs.each 2x4 2x4 77.33 03-00-00 00-00-00 00-00-00
11 2 12-09-00 Ell 6/12 0 0.00 03-00-00 06-09-00 00-00-00
0lbs.each 00-��-��
2x4 2x4 0.00 00-00-00 00-00-00 00-00-00
12 1 12-09-00 B2 6/12 0 0.00 03-00-00 06-09-00 00-00-00 00 00 00
0lbs.each
2x4 2x4 0.00 00-00-00 00-00-00 00-00-00
13 1 04-10-08 FG 0/12 0 0.00 00-00-00 00-00-00 00-00-00
00-00-00
0lbs.each
2x4 2x6 0.00 00-00-00 00-00-00 00-00-00
14 4 03-00-00 CJ3 6.0/12 4 0.00 03-00-00 00-00-00 00-00-00
00-00-00
0lbs.each
2x4 2x4 0.00 00-00-00 00-00-00 00-00-00
15 4 01-00-00 CJ l 6/12 4 0.00 03-00-00 00-00-00 00-00-00
00-00-00
0lbs.each
2x4 2x4 0.00 00-00-00 00-00-00 00-00-00
Page 1 of 2
Engineering List Mark
Seq. Qty Span Description Truss Slope FT OH-L CANT-L STUB-L Height
Num. TC/BC OH-R CANT-R STUB-R
16 2 07-00-02 HJ7 4.2/12 2.8 0.00 04-02-15 00-00-00 00-00-00
00-00-00
0Ibs.each
2x4 2x4 0.00 00-00-00 00-00-00 00-00-00
17 5 05-00-00 J5 6/12 4.0 0.00 03-00-00 00-00-00 00-00-00
00-00-00
0Ibs.each
2x4 2x4 0.00 00-00-00 00-00-00 00-00-00
18 1 04-00-00 V4 6/12 0 0.00 00-00-00 00-00-00 00-00-00
00 00 00
0lbs.each
2x4 2x4 0.00 00-00-00 00-00-00 00-00-00
19 1 08-00-00 V8 6/12 0 0.00 00-00-00 00-00-00 00-00-00
00-00-00
0Ibs.each
2x4 2x4 0.00 00-00-00 00-00-00 00-00-00
20 1 15-09-00 V16 6.0/12 0 0.00 00-00-00 00-00-00 00-00-00
Olbs.each ��-��-��
2x4 2x4 0.00 00-00-00 00-00-00 00-00-00
21 1 12-00-00 V12 6/12 0 0.00 00-00-00 00-00-00 00-00-00
00-00-00
0Ibs.each
2x4 2x4 0.00 00-00-00 00-00-00 00-00-00
Total Weight: 324.80
Page 2 of 2
Job: 21193 /Al G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 Special loads
Bot chord 2x4 SP#2 B2 2x6 SP#2 N; ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
Webs 2x4 SP#3 TC:From 74 plf at-3.00 to 74 plf at 20.33
BC:From 4 plf at-3.00 to 4 plf at 0.00
MAX CSI:TC=0.92,BC=0.53,WEBS=0.73. BC:From 40 plf at 0.00 to 40 plf at 17.33
BC:From 4 plf at 17.33 to 4 plf at 20.33
170 mph wind,15.76 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0 BC:170.62 lb Cone.Load at 12.81
psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term
deflection.
8'8" 18'8"
1114X5(R)
1111.5X4
12 '4 1.5X4 III1.5X4
W
6
7 �
i0
2X4(A1 =2X4(A1)
43
=8X10 B2
3X4
7'5" 9'11"
1 3' 17'4" 13'
r 12'912 4'6"4
171#
R=2314#U=1144#W=8" R=615/-69# U=455#W=8"
(Rigid Surface) (Rigid Surface)
OH LEFT RAKE=Ti OH RIGHT RAKE=Ti
SEQ= 326935
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/1(0) QTY= 1 TOTAL= 1 REV. 20.02.00A.1020.21 SCALE=0.2500
""WARNIN01""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edreme care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of BCSI(Building component Safety Information,by TPI and W TCA)for safety
tices t performing these functions.Installers shall vide temporary bracing BCSI. TC DL 15.Opsf DATE
prat noted
o P 9 Pro P heat 9 Per
=�•— '--•'��--"w ••-fie Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a propedy attached rigid ceiling.Locations shown for permanent lateral restraint of webs BC D L 10.0 p sf DRW G 04-21-2021
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.
Referlodrmwngsi00A-Zforstandardplateposeions. BC LL 10.Opsf
—. .�.. ..-... .._.._ ITW Building Components Group lnc.shall�.t be responsible for any deviation from this drawing,
d any failure to build the truss in conformance with ANSIi 1,or for handling,shipping,installation
bracing of tmeeee. TOT.LD. 55.Opsf O/A LEN. 170400
`), ,»,V�mD""fir A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional
I-&Xx 0"974-YM engineering responsibility solely for the designahown.The sultablllty and use of thus drawing DUR.FAC. 1.25 JOB#:21193
3a39 PAaic(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer par ANSVTPI 1 Si
For more information sea this iob'e general notes page and these web sites:bWANO BEAC35,FL 3"" I1 www.ilwbcg.cam;TPI:www.lpinst.org;WTGA:www.sbundustry.can;ICC:iccsafe.crg SPACING 24.0° TYPE CO M N
Job: 21193 /A2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#1 Dense All plates are 3X4(A1)except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 170 mph wind,15.76 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
MAX CSI:TC=0.95,BC=0.65,WEBS=0.19.
Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00.
8'8" 18'8"
=4X5
%1.5X4 1.5X4
12
W
6
7 �
i0
4:3
=5X6
17'4"
1 3' 1 3'�
R=178plf U=100plf RL=43/43plf W=7'5" R=1113#U=448#W=8"
(Rigid Surface) (Rigid Surface)
OH LEFT RAKE=Ti OH RIGHT RAKE=34"4
SEQ= 326941
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%)/1(0) QTY= 1 TOTAL= 1 REV. 20.02.00A.1020.21 SCALE=0.2500
""WARNIN01""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edreme care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of BCSI(Building Component Safety Information,by TPI and W TCA)for safety
tices t performing these functions.Installers shall vide temporary bracing BCSI. TC DL 15.Opsf DATE
prat noted
o P 9 Pro P heat 9 Per
=�•— '--•'��--"w ••-fie Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a propedy attached rigid ceiling.Locations shown for permanent lateral restraint of webs BC D L 10.0 p sf DRW G 04-21-2021
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.
Referlodrmwngsi00A-Zforstandardplateposeions. BC LL 10.Opsf
—. .�.. ..-... .._.._ ITW Building Components Group lnc.shall�.t be responsible for any deviation from this drawing,
d any failure to build the truss in conformance with ANSIi 1,or for handling,shipping,installation
bracing of tmeeee. TOT.LD. 55.Opsf O/A LEN. 170400
`), ,»,V�mD""M A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional
I-&Xx 0"974-YM engineering responsibility solely for the designahown.The sultablllty and use of thus drawing DUR.FAC. 1.25 JOB#:21193
3a39 PAaic(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer par ANSVTPI 1 Si
For more information sea this iob'e general notes page and these web sites:bWANO BEAC35,FL 3"" I1 www.ilwbcg.cam;TPI:www.lpinst.org;WTGA:www.sbundustry.com;ICC:iccsafe.crg SPACING 24.0° TYPE CO M N
Job: 21193 /A3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#1 Dense 170 mph wind,15.76 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
MAX CSI:TC=0.95,BC=0.69,WEBS=0.27.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term
deflection.
8,8" 8'8"
=4X5
%1.5X4 1.5X4
12
W
6
7 �
i0
3X4(A1 =3X4(A1)
4'3
=5X6
17'4"
�3' 3'�
R=1218# U=470#RL=319/-319#W=8" R=1218# U=470#W=8"
(Rigid Surface) (Rigid Surface)
OH LEFT RAKE=3'4"4 OH RIGHT RAKE=34"4
SEQ= 326911
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%)/1(0) QTY=5 TOTAL=5 REV. 20.02.00A.1020.21 SCALE=0.2500
""WARNIN01""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edname care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of SCSI
(Building Component Safety Information,by TPI and W TCA)for safety
tices t performing these functions.Installers shall vide temporary bracing BCSI. TC DL 15.Opsf DATE
prat noted
o P 9 Pro P heat 9 Per
=�•—^�•=�'�^— -'--•'��--'"w�••-fie Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs B C D L 10.0 p sf DRW G 04-21-2021
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.
Referlodrmwngsi00A-Zforstandardplateposeions. BC LL 10.Opsf
—. .�.. ..-... .._.._ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,
d ny failure to build the truss in conformance with ANSli 1,or for handling,shipping,installation
8 bracing of tmeeee. TOT.LD. 55.Opsf O/A LEN. 170400
`), ,»,V�mD""M A seal on this drawing w cover page listing this drawing,Indicates acceptance of professional
I-&Xx 0"974-YM engineering responsibility solely for the design shown.The sultablllty and use of thus drawing DUR.FAC. 1.25 JOB#:21193
3a39 PAaic(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Si
For more information sea this iob'e general notes page and these web sites:
bWANO BEAC35,FL 3"" ITWBCG:www.ilwbcg.cam;TPI:www.lpinst.org;WTGA:www.sbundustry.corn;ICC:www.iccsafe.crg SPACING 24.0° TYPE CO M N
Job: 21193 /A3A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#1 Dense All plates are 3X4 except as noted.
Bot chord 2x4 SP#1 Dense B2 2x4 SP#2;
Webs 2x4 SP#3 170 mph wind,15.76 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
MAX CSI:TC=0.95,BC=0.55,WEBS=0.52.
Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00.
8'8" 8'8"
=4X5
12
M 6
W
7 �
i0
F71-
:—::2X4(Fl In �2X4(F1)
4'3
1111.5X4 B2 =3X8 III1.5X4
Q 4
12
17'4"
15'8„ 10 3,
R=1221# U=466#RL=319/-319#W=8" R=1219#U=466#W=8"
(Rigid Surface) (Rigid Surface)
OH LEFT RAKE=3'4"4 OH RIGHT RAKE=Ti
SEQ= 326965
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/1(0) QTY= 1 TOTAL= 1 REV. 20.02.00A.1020.21 SCALE=0.2500
""WARNIN01""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edname care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of SCSI
(Building Component Safety Information,by TPI and W TCA)for safety
tices t performing these functions.Installers shall vide temporary bracing BCSI. TC DL 15.Opsf DATE
prat noted
o P 9 Pro P heat 9 Per
=�•—^�•=�'�^— -'--•'��--'"w�••-fie Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a propedy attached rigid ceiling.Locations shown for permanent lateral restraint of webs BC D L 10.0 p sf DRW G 04-21-2021
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.
Referlodrmwngsi00A-Zforstandardplateposeions. BC LL 10.Opsf
—. .�.. ..-... .._.._ ITW Building Components Group lnc.shall�.t be responsible for any deviation from this drawing,
d any failure to build the truss in conformance with ANSIi 1,or for handling,shipping,installation
bracing of tmeeee. TOT.LD. 55.Opsf O/A LEN. 170400
`), ,»,V�mD""M A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional
I-&Xx 0"974-YM engineering responsibility solely for the designahown.The sultablllty and use of thus drawing DUR.FAC. 1.25 JOB#:21193
3a39 PAaic(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Si
For more information sea this iob'e general notes page and these web sites:bWANO BEAC35,FL 3"" ITWBCG:www.ilwbcg.cam;TPI:www.lpinst.org;WTGA:www.sbundustry.corn;ICC:www.iccsafe.crg SPACING 24.0° TYPE CO M N
Job: 21193 /A4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#1 Dense 170 mph wind,15.76 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#1 Dense B2 2x4 SP#2 Dense; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
MAX CSI:TC=0.95,BC=0.92,WEBS=0.55.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
8'8" 8'8"
1114X6(R)
12
6
v 3X4 3X4
io
o3X5(F1 =5X6 B2 =3X8 =5X6 �`a3X5(F1)
4.3 V
Q 4
12
17'4"
3' 2'10" 11'8" 2-10" 3'
R=1221# U=469#RL=319/-319#W=8" R=1221#U=469#W=8"
(Rigid Surface) (Rigid Surface)
OH LEFT RAKE=3'4"4 OH RIGHT RAKE=34"4
SEQ= 326951
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%)/1(0) QTY= 1 TOTAL= 1 REV. 20.02.00A.1020.21 SCALE=0.2500
""WARNIN01""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edname care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of SCSI
(Building Component Safety Information,by TPI and W TCA)for safety
tices t performing these functions.Installers shall vide temporary bracing BCSI. TC DL 15.Opsf DATE
prat noted
o P 9 Pro P heat 9 Per
=�•—^�•=�'�^— -'--•'��--'"w�••-fie Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a propedy attached rigid ceiling.Locations shown for permanent lateral restraint of webs BC D L 10.0 p sf DRW G 04-21-2021
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.
Referlodrmwngsi00A-Zforstandardplateposeions. BC LL 10.Opsf
—. .�.. ..-... .._.._ ITW Building Components Group lnc.shall�.t be responsible for any deviation from this drawing,
d ny failure to build the truss in conformance with ANSIi 1,or for handling,shipping,installation
8 bracing of tmeeee. TOT.LD. 55.Opsf O/A LEN. 170400
`), ,»,V�mD""fir A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional
I-&Xx 0"974-YM engineering responsibility solely for the designahown.The sultablllty and use offlsdrawing DUR.FAC. 1.25 JOB#:21193
3a39 PAaic(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Si
For more information sea this iob'e general notes page and these web sites:bWANO BEAC35,FL 3"" I1 www.ilwbcg.cam;TPI:www.lpinst.org;WTGA:www.sbundustry.corn;ICC:www.iccsafe.crg SPACING 24.0° TYPE CO M N
Job: 21193 /A5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 170 mph wind,15.76 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#1 Dense B2 2x4 SP#2; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
MAX CSI:TC=0.74,BC=0.86,WEBS=0.35.
Calculated horizontal deflection is 0.17"due to live load and 0.16"due to dead load.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00.
Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term
deflection.
8'8"
=4X5
12 ;-,-3X4 3X4
W
6
7 �
7 3X8
o 3X5(F1 1'4;� B2 -3X5(F1)
4'3 1
Q 4
12
r 1T4" _I
�3' 4-10" 7S" 4'10" 3'�
R=1223# U=468#RL=319/-319#W=8" R=1223#U=468#W=8"
(Rigid Surface) (Rigid Surface)
OH LEFT RAKE=3'4"4 OH RIGHT RAKE=Ti
SEQ= 326952
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/1(0) QTY= 1 TOTAL= 1 REV. 20.02.00A.1020.21 SCALE=0.2500
""WARNIN01""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edname care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of SCSI
(Building Component Safety Information,by TPI and W TCA)for safety
tices t performing these functions.Installers shall vide temporary bracing BCSI. TC DL 15.Opsf DATE
prat noted
o P 9 Pro P heat 9 Per
=�•—^�•=�'�^— -'--•'��--'"w�••-fie Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a propedy attached rigid ceiling.Locations shown for permanent lateral restraint of webs BC D L 10.0 p sf DRW G 04-21-2021
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.
Referlodrmwngsi00A-Zforstandardplateposeions. BC LL 10.Opsf
—. .�.. ..-... .._.._ ITW Building Components Group lnc.shall�.t be responsible for any deviation from this drawing,
d ny failure to build the truss in conformance with ANSIi 1,or for handling,shipping,installation
8 bracing of tmeeee. TOT.LD. 55.Opsf O/A LEN. 170400
`), ,»,V�mD""fir A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional
I-&Xx 0"974-YM engineering responsibility solely for the designahown.The sultablllty and use of the drawing DUR.FAC. 1.25 JOB#:21193
3a39 PAaic(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Si
For more information sea this iob'e general notes page and these web sites:bWANO BEAC35,FL 3"" I1 www.ilwbcg.cam;TPI:www.lpinst.org;WTGA:www.sbundustry.corn;ICC:www.iccsafe.crg SPACING 24.0° TYPE CO M N
Job: 21193 /AB THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 170 mph wind,15.76 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#1 Dense B2 2x4 SP#2; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
MAX CSI:TC=0.73,BC=0.98,WEBS=0.55.
Calculated horizontal deflection is 0.20"due to live load and 0.18"due to dead load.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00.
Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term
deflection.
8'8" 18'8"
1114X5(R)
1111.5X4 1111.5X4
12
6
—6X10(SRS
_ B2
0
3X5(F1 --3X5(F1)
4'3
Q 4
12
r 1 T4"
1 3' 6'10" 3'8" 6'10" 3'
R=1225# U=467#RL=319/-319#W=8" R=1225#U=467#W=8"
(Rigid Surface) (Rigid Surface)
OH LEFT RAKE=3'4"4 OH RIGHT RAKE=34"4
SEQ= 326948
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%)/1(0) QTY= 1 TOTAL= 1 REV. 20.02.00A.1020.21 SCALE=0.2500
""WARNIN01""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC ILL 20.Opsf REF
Trusses require edreme care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of BCSI(Building component Safety Information,by TPI and W TCA)for safety
tices t performing these functions.Installers shall vide temporary bracing BCSI. TC DL 15.Opsf DATE
prat noted
o P 9 Pro P heat 9 Per
=�•— '--•'��--"w ••-fie Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a propedy attached rigid ceiling.Locations shown for permanent lateral restraint of webs BC D L 10.0 p sf DRW G 04-21-2021
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.
Referlodrmwngsi00A-Zforstandardplateposeions. BC LL 10.Opsf
—. .�.. ..-... .._.._ ITW Building Components Group lnc.shall�.t be responsible for any deviation from this drawing,
d any failure to build the truss in conformance with ANSIi 1,or for handling,shipping,installation
bracing of tmeeee. TOT.LD. 55.Opsf O/A LEN. 170400
`), ,»,V�mD""M A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional
I-&Xx 0"974-YM engineering responsibility solely for the designahown.The sultablllty and use of the drawing DUR.FAC. 1.25 JOB#:21193
3a39 PAaic(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer par ANSVTPI 1 Si
For more information sea this job's general notes page and these web sites:bWANO BEAC35,FL 3"" I1 www.ilwbcg.cam;TPI:www.lpinst.org;WTGA:www.sbundustry.com;ICC:iccsafe.crg SPACING 24.0" TYPE CO M N
Job: 21193 /A7 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#1 Dense 170 mph wind,15.76 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#1 Dense psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
MAX CSI:TC=0.95,BC=0.84,WEBS=0.72.
Calculated horizontal deflection is 0.19"due to live load and 0.18"due to dead load.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00.
8,8„ ,+.
1114X5(R)
12 =1.5X4 =1.5X4
M 6
=6X6
(V
3X5(F1 ea 3X5(F1)
4'3 Q 4
12
17-1 _I
�3' 3'�
R=1227# U=466#RL=319/-319#W=8" R=1227#U=466#W=8"
(Rigid Surface) (Rigid Surface)
OH LEFT RAKE=3'4"4 OH RIGHT RAKE=Ti
SEQ= 326949
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/1(0) QTY=5 TOTAL=5 REV. 20.02.00A.1020.21 SCALE=0.2500
""WARNIN01""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edname care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of SCSI
(Building Component Safety Information,by TPI and W TCA)for safety
tices t performing these functions.Installers shall vide temporary bracing BCSI. TC DL 15.Opsf DATE
prat noted
o P 9 Pro P heat 9 Per
=�•—^�•=�'�^— -'--•'��--'"w�••-fie Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a propedy attached rigid ceiling.Locations shown for permanent lateral restraint of webs BC D L 10.0 p sf DRW G 04-21-2021
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 to drmw ngs l.0A-Z for standard plate poseions. BC LL 10.O p sf
—. .�.. ..-... .._.._ ITW Building Components Group lnc.shall�.t be responsible for any deviation from this drawing,
d any failure to build the truss in conformance with ANSIi 1,or for handling,shipping,installation
bracing of tmeeee. TOT.LD. 55.Opsf O/A LEN. 170400
`), ,»,V�mD""fir A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional
I-&Xx 0"974-YM engineering responsibility solely for the designahown.The sultablllty and use of the drawing DUR.FAC. 1.25 JOB#:21193
3a39 PAaic(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Si
For more information sea this iob'e general notes page and these web sites:bWANO BEAC35,FL 3"" ITWBCG:www.ilwbcg.cam;TPI:www.lpinst.org;WTGA:www.sbundustry.corn;ICC:www.iccsafe.crg SPACING 24.0° TYPE CO M N
Job: 21193 /A9 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#1 Dense T2 2x4 SP#2; 170 mph wind,15.35 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP SS B2 2x4 SP#2; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
MAX CSI:TC=0.95,BC=0.77,WEBS=0.37.
Calculated horizontal deflection is 0.20"due to live load and 0.19"due to dead load.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00.
Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term
deflection.
7' 13'4" T
T2=4X8 N4X5(R)
12
M
0 6 -5X6 =5X10(SRS
M 62
T M
11III o3X5(F1 �`a3X5(F1)
4•a 11
d 4
12
17'4"
3' T1"8 TV 7'1"8 3'
R=1226# U=458#RL=282/-282#W=8" R=1226#U=458#W=8"
(Rigid Surface) (Rigid Surface)
OH LEFT RAKE=3'4"4 OH RIGHT RAKE=Ti
SEQ= 326950
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/1(0) QTY= 1 TOTAL= 1 REV. 20.02.00A.1020.21 SCALE=0.2500
""WARNIN01""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edname care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of SCSI
(Building Component Safety Information,by TPI and W TCA)for safety
dam' practices prior to performing these functions.Installers shall provide temporary bracing per BCSI. TC D L 15.OpsfDATE
s®'� ^��-"`^` ••-+e Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a propedy attached rigid ceiling.Locations shown for permanent lateral restraint of webs BC D L 10.0 p sf DRW G 04-21-2021
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.
Referlodrmwngsi00A-Zforstandardplateposeions. BC LL 10.Opsf
—. .�.. ..-... .._.._ ITW Building Components Group lnc.shall�.t be responsible for any deviation from this drawing,
d ny failure to build the truss in conformance with ANSIi 1,or for handling,shipping,installation
8 bracing of tmeeee. TOT.LD. 55.Opsf O/A LEN. 170400
`), ,»,V�mD""fir A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional
I-&Xx 0"974-YM engineering responsibility solely for the designahown.The sultablllty and use of the drawing DUR.FAC. 1.25 JOB#:21193
3a39 PABK(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer per ANSVTPI 11111
For more information sea this ieb s general notes page and these web saes:bWANO BEAC35,FL 3"" I1 www.ilwbcg.cam;TPI:www.lpinst.org;WTGA:www.sbundustry.corn;ICC:www.iccsafe.crg SPACING 24.0° TYPE HIPS
Job: 21193 /A10G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 Dense T2 2x4 SP#2; 2 Complete Trusses Required
Bot chord 2x4 SP SS B2 2x4 SP#1 Dense;
Webs 2x4 SP#3
Special loads Nail Schedule:0.128'i min.nails
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Top Chord:1 Row @12.00"o.c.
TC:From 74 plf at-3.00 to 74 plf at 5.00 Bot Chord:1 Row @12.00"o.c.
TC:From 37 plf at 5.00 to 37 plf at 12.33 Webs :1 Row @ 4"o.c.
TC:From 74 plf at 12.33 to 74 plf at 20.33 Use equal spacing between rows and stagger nails
BC:From 4 plf at-3.00 to 4 plf at 0.00 in each row to avoid splitting.
BC:From 41 plf at . to 41 plf at 5 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
BC:From 41 plf at 12.08 to 41 plf at 17.33
BC:From 20 plf at .25 25 to 20 plf at 12.08 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
.3
BC:From 4 plf at 17.33 to 4 plf at 20.33 Wind loads and reactions based on MWFRS.
TC:314.15 lb Conc.Load at 5.03,12.30
TC:212.65 lb Conc.Load at 5.03, 2.30 0.27 Calculated horizontal deflection is 0.21"due to live load and 0.19"due to dead load.
BC:212.65 lb Conc.Load at 5.03,12.30
BC:81.41 lb Conc.Load at 7.06,8.67,10.27 Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
MAX CSI:TC=0.90,BC=0.76,WEBS=0.43.
314+ 123+ 123+ 123# 314#
+ + 5,0„6�I
5' si- 7,4„ 1 5'
�5X6 =3X8 T2 -5X6 T
12
<n 6
=H0710 III1.5X4 ZEH0710
o3X5(F1 `r B2 �as3X5(F1)
y.3 7
d 4
12
17'4"
3' 5'3" 6-10" 53" .3'
r 5'0"6 j 2'0"6 17"4-j-17"4--j-2'0"6
213# 81# 81#
81# 213#
R=1854# U=858#W=8" R=1854#U=858#W=8"
(Rigid Surface) (Rigid Surface)
OH LEFT RAKE=Ti OH RIGHT RAKE=34"4
SEQ= 20423
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%)/1(0) QTY= 1 PLIES=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.2500
""WARNIN01""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edname care in fabricating,handling,shipping,Installing and bracing.Refer to and
follow the latest edition of SCSI
(Building Component Safety Information,by TPI and W TCA)for safety
tices t performing these functions.Installers shall vide temporary bracing BCSI. TC DL 15.0psf DATE
prat noted
o P 9 Pro P heat 9 Per
=�•-^•=�'�^- -'--•'��--'"w�••-fie Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs B C D L 10.0 p sf DRW G 04-21-2021
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 to drawings 180A-Z for standard plate poseions. BC LL 10.Opsf
-. .�.. ..-... .._.._ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,
d ny failure to build the truss in conformance with ANSIi 1,or for handling,shipping,installation
8 bracing of tmeeee. TOT.LD. 55.Opsf O/A LEN. 170400
`), ,»,V�""fir A seal on this drawing w cover page listing this drawing,Indicates acceptance of professional
I-&Xx 0"974-YM engineering responsibility solely for the design shown.The sultablllty and use of thus drawing DUR.FAC. 1.25 JOB#:21193
3e39 PAaic(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Si
For more information sea this job's general notes page and these web sites:
bWANO BEAC35,FL 3"" ITWBCG:www.ilwbcg.cam;TPI:www.lpinst.org;WTGA:www.sbundustry.corn;ICC:www.iccsafe.org SPACING 24.0° TYPE HIPS
Job: 21193 /B1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T2 2x4 SP#2; Negative reaction(s)of-607#MAX.(See below)from a non-wind load case requires uplift connection.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 170 mph wind,15.76 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
MAX CSI:TC=0.78,BC=0.54,WEBS=0.79.
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
Right end vertical not exposed to wind pressure.
(a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better'i reinforcement.80%length of
web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. Bottom chord checked for 10.00 psf non-concurrent live load.
JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
No SIZE SHIFT BITE
[5] W7X6 2.00 R 2.75 Provide hanger or special connection at right end of truss for 1180 lbs.
[11] W3X5 S 3.00
8s" 4-1"�I
1115X6(R)
1111.5X4
T2
1.5X4
1111.5X4
M (a)
ro 12
� 6
n
io
(V
2X4(A1
T LLIH 4"3 it
i 1113X5(R)[11]
III X6(R)5]
6'9" 6'
3' 12'g"
R=2213# U=843#RL=209/-183#W=8"
(Rigid Surface)
R=-607# Rw=406# U=801#
OH LEFT RAKE=Ti
SEQ= 326926
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/1(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.3750
""WARNIN01""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edreme care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of BCSI(Building component Safety Information,by TPI and W TCA)for safety
practices prior to performing these functions.Installers shall provide temporary bracing per BCSI. TC D L 15.OpsfDATE
�' '--^��-"w ••-+e Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a propedy attached rigid ceiling.Locations shown for permanent lateral restraint of webs BC D L 10.0 p sf DRW G 04-21-2021
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. B C LL 10.0 p sf
Refer to drawings 100A-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 conformance with ANSIi 1,or for handling,shipping,installation
bracing of huaaea. TOT.LD. 55.Opsf O/A LEN. 120900
` ,e epSi"6{€j 9? 338Q A seal on this drawing or carer page listing this drawing,Indicates acceptance of professional D U R.FAC. 1.2 5 JOB#:21193
F. x ti l engineering responsibility solely for the design ah=n.The sultablllty and use of thus drawing
se.II,
3a39 PABK(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer par ANSVTPI 1 B
For more information sea this job's general notes page and these web sites:
bWANO BEAC35,FL 3"" ITWBCG:www.ilwbcg.cam;TPI:www.lpinst.urg;WTGA:www.sbundustry.can;IGG:iccsafe.crg SPACING 24.0" TYPE CO M N
Job: 21193 /B2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T2 2x4 SP#2; Negative reaction(s)of-560#MAX.(See below)from a non-wind load case requires uplift connection.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 170 mph wind,15.76 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
MAX CSI:TC=0.76,BC=0.54,WEBS=0.78.
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
Right end vertical not exposed to wind pressure.
(a)Continuous lateral restraint equally spaced on member.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[5] W 7X6 S 2.50
[11] W3X5 S 3.00
8's" 1. 41
1115X6(R)
1111.5X4
T2
1.5X4
1111.5X4
M (a)
ro 12
� 6
n
io
(V
2X4(A1 rim
T LW 4"3 U iLj it
1
III X6[5]5] III X5[11]111
6'9" 6'
3' 12'g"
R=2217# U=849#RL=213/-194#W=8"
(Rigid Surface)
R=-560#Rw=411#U=790#W=8"
(Rigid Surface)
OH LEFT RAKE=Ti
SEQ= 326929
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/1(0) QTY= 1 TOTAL= 1 REV. 20.02.00A.1020.21 SCALE=0.3750
""WARNIIIIII READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edreme care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of BCSI(Building component Safety Information,by TPI and W TCA)for safety
practices prior to performing these functions.Installers shall provide temporary bracing per BCSI. TC D L 15.OpsfDATE
�' '--^��-"w ••-+e Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a propedy attached rigid ceiling.Locations shown for permanent lateral restraint of webs BC D L 10.0 p sf DRW G 04-21-2021
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. B C LL 10.0 p sf
Refer to drawings 100A-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 conformance with ANSIi 1,or for handling,shipping,installation
bracing of huaaea. TOT.LD. 55.Opsf O/A LEN. 120900
` ,e epSi"6{€j 9? 338Q A seal on this drawing or carer page listing this drawing,Indicates acceptance of professional D U R.FAC. 1.2 5 JOB#:21193
F. x ti l engineering responsibility solely for the design ah=n.The sultablllty and use of fls drawingse.II,
3a39 PAaic(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer par ANSVTPI 1 B
For more information sea this job's general notes page and these web sites:
bWANO BEAC35,FL 3"" 11www.ilwbcg.cam;TPI:www.lpinst.urg;WTGA:www.sbundustry.can;IGG:iccsafe.crg SPACING 24.0" TYPE CO M N
Job: 21193 /FG THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 Special loads
Bot chord 2x6 SP#2 N ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
Webs 2x4 SP#3 W 1 2x6 SP#2 N; TC:From 70 plf at 0.00 to 70 plf at 4.87
BC:From 20 plf at 0.00 to 20 plf at 4.87
MAX CSI:TC=0.34,BC=0.35,WEBS=0.22. BC:-159.31 lb Conc.Load at 0.94,2.94
Wind loads and reactions based on MWFRS. 170 mph wind,15.33 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
(J)Hanger Support Required,by others
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
Truss must be installed as shown with top chord up.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing.
[3] W3X6 S 4.00
[8] W3X6 S 4.00 Provide hanger or special connection at right end of truss for 171 lbs.
=3X4 1111.5X4 =3X4
W1
FT
W1
III X ]
=3X8 1113X6[8]
4'10"8
11"4 2' 1'11"4
59
-159#
R=171# U=1050#W=8" R=171# U=722#
(Rigid Surface) H=H1
SEQ= 326933
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%)/1(0) QTY= 1 TOTAL= 1 REV. 20.02.00A.1020.21 SCALE=1.0000
""WARNIN01""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 20.Opsf REF
Trusses require edname care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of SCSI
(Building Component Safety Information,by TPI and W TCA)for safety
dam' practices prior to performing these functions.Installers shall provide temporary bracing per BCSI. TC D L 15.0pfDATE
s®'� ^��-"`^` ••-+e Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs B C D L 10.0 p sf DRW G 04-21-2021
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 to drawings 100A-Z for standard plate poseions. BC LL 10.Opsf
—. .�.. ..-... .._.._ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,
d any failure to build the truss in conformance with ANSIi 1,or for handling,shipping,installation 5 5.0 p sf 41008
a� rya}�-� bracing of tmeeee. TOT.LD. O/A LEN.
".RYi.�VrmD""fir A seal on this drawing w cover page listing this drawing,Indicates acceptance of professional
I-&Xx 0"V74-Nm engineering responsibility solely for the design shown.The sultablllty and use offlsdrawing DUR.FAC. 1.25 JOB#:21193
3a39 PAaic(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Si
For more information sea this job's general notes page and these web sites:
t�f��FL� ITWBCG:www.ilwbcg.com;TPI:www.lpinst.org;WTGA:www.sbundustry.corn;ICC:www.iccsafe. SPACING 24.0" TYPE FLAT
Job: 21193 /CJ3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
MAX CSI:TC=1.00,BC=0.50,WEBS=0.00. Wind loads and reactions based on MWFRS with additional C&C member design.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
Shim all supports to solid bearing.
R=12#Rw=62#U=53# NAILED
M_
O
M
O
12 ---2X4(F1
co
6 co
T
M
a
1 a a
12
3' 3'
R=550# U=236#RL=154/-107#W=8" R=34#Rw=62#U=41# NAILED
(Rigid Surface)
OH LEFT RAKE=3'4"4
SEQ= 326943
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%)/1(0) QTY=4 TOTAL=4 REV. 20.02.00A.1020.21 SCALE=1.0000
"WARNIN01"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edreme care in fabricating,handling.shipping,Installing and brecing.Refer to and
follow the latest edition of BCSI(Building Component Safety Information,by TPI and W TCA)for safety
P
practices prior to performing these functions.Installers shall provide temporary brecing per BCSI. TC D L DATE
s®'� ^��-"`^` ••-+e Unless noted otherwise,top chord shall haveattached properly structural sheathing and bottom chord
shall have a propedy attached rigid ceiling.Locations shown for permanent lateral restraint of webs B C D L 10.0 p sf DRW G 04-21-2021
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 to drawings 100A-Zf Group
In.plate pot bah. BC LL 10.Opsf
—. .�.. ..-... .._.._ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,
d any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation
a� rya}�-� &bracing of tmaaea. TOT.LD. 55.Opsf O/A LEN. 3
".RYi.�VrmD 97"M A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional
FAXx 0"V744M engineering responsibility solely for the design shown.The sugeblllty and use of the drewhp DUR.FAC. 1.25 JOB#:21193
3a39 PAaac(1[wia.V,el•VA.. for any structure Is the responalblllty of the Building Designer per ANSVTPI 1 Bse.II,
For more information sea this iob'e general notes page and these web sites:bWANO BEAC35,FL 3"" ITWBCG:www.ilwbcg.com;TPI:www.lpinst.org;WTCA:www.sbundustry.corn;ICC:www.iccsafe.crg SPACING 24.0° TYPE JACK
Job: 21193 /CJ 1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS The maximum horizontal reaction is 761#
Bot chord 2x4 SP#2
170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
MAX CSI:TC=1.00,BC=0.12,WEBS=0.00. psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member design.
Shim all supports to solid bearing. Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00.
*****BEARING ANALOG MODIFIED!*****
o2X4(F1 M
� o
T
a
1 12 y5
6 p
Q 4 u�
12 i.,
IV
3' 1'
R=226#U=93# Rh=-761#RL=640/-1030#W=8"
(Rigid Surface)
R=149#Rw=168#U=89# Rh=761#RL=943/-546# NAILED
R=-27# Rw=36# U=49# NAILED
OH LEFT RAKE=3'4"4
SEQ= 326957
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%)/1(0) QTY=4 TOTAL=4 REV. 20.02.00A.1020.21 SCALE=1.0000
"WARNIN01"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edreme care in fabricating,handling.shipping,Installing and brecing.Refer to and
follow the latest edition of BCSI(Building component Safety Information,by TPI and W TCA)for safety
P
practices prior to performing these functions.Installers shall provide temporary bracing per BCSI. TC D L DATE
s®'� ^��-"`^` ••-+e Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a propedy attached rigid ceiling.Locations shown for permanent lateral restraint of webs B C D L 10.0 p sf DRW G 04-21-2021
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 to drawings 150A-Zf Group
In.plate pot bar. BC LL 10.Opsf
—. .�.. ..-... .._.._ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,
d any failure to build the truss in conformance with ANSI/rPl 1,or for handling,shipping,installation
a� rya}�-� &bracing of tmaaea. TOT.LD. 55.Opsf O/A LEN. 1
".RYi.�VrmD 97"fir A seal w this drawing or cover page listing this drawing,Indicates acceptance of professional
FAXx 0"V744M engineering responsibility solely for the design shown.The sugeblllty and use of them drewhp DUR.FAC. 1.25 JOB#:21193
3a39 PAaac(1[wia.V,el•VA.. for any structure Is the responalblllty of the Building Designer par ANSIITPI 1 Bse.II,
For more information sea this j ob's general notes page and these web sites:
t�f�� � IT
FL WBCG:www.ilwbcg.com;TPI:www.lpinst.org;WTCA:www.sbundustry.co n;ICC:www.iccsafe. SPACING 24.0" TYPE JACK
Job: 21193 /HJ7 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS Special loads
Bot chord 2x4 SP#2 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC:From 72 plf at-4.24 to 72 plf at 1.41
MAX CSI:TC=0.87,BC=0.60,WEBS=0.00. TC:From 36 plf at 1.41 to 36 plf at 4.24
TC:From 72 plf at 4.24 to 72 plf at 7.01
170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0 BC:From 4 plf at-4.24 to 4 plf at 0.00
psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 BC:From 20 plf at 0.00 to 20 plf at 4.24
BC:From 41 plf at 4.24 to 41 plf at 7.01
Wind loads and reactions based on MWFRS. TC:298.70 lb Conc.Load at 1.41
TC:23.13 lb Conc.Load at 4.24
Bottom chord checked for 10.00 psf non-concurrent live load. BC:-11.00 lb Conc.Load at 1.41
BC:68.91 lb Conc.Load at 4.24
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00.
Shim all supports to solid bearing.
Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term
deflection.
299a
+ zsa+
r 2,9„3�1
R=191#U=145# NAILED
F,
`v
a
12 77 °'
4.24 p "
fn
-,3X4(F1 a
T
a 2.83
12
j� 4'2"15 7'0"2
1'5" 2'9"15
-11# ssu
R=980#U=556#W=10"9 R=131# U=92# NAILED
(Rigid Surface)
OH LEFT RAKE=4'6"
SEQ= 326960
PLT.TYP.-WAVE DESIGN GRIT=FBC2017RESITPI-2014 FT/RT=20%(0%)/1(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.5000
""WARNIN01""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edreme care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of BCSI(Building Component Safety Information,by TPI and W TCA)for safety
dam' practices prior to performing these functions.Installers shall provide temporary bracing per BCSI. TC D L 15.OpsfDATE
s®'��•-^�•=�'�^- -�^��-'"`^`�••-�+e Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a propady attached rigid ceiling.Locations shown for permanent lateral restraint of webs B C D L 10.0 p sf DRW G 04-21-2021
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 to drawings 100A-Z for standard plate positions. BC LL 10.Opsf
-. .�.. ..-... .._.._ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,
d any failure to build the truss in conformance with ANSIi 1,or for handling,shipping,installation 5 5.0 p sf 70002
bracing oftmeeee. TOT.LD. O/A LEN.
` ,»,V�mD""fir A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional
I-&Xx 0"V74-Nm engineering responsibility solely for the design shown.The sultablllty and use of this drawing DUR.FAC. 1.25 JOB#:21193
3a39 PAaic(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer par ANSVTPI 1 Si
Formereom:TI: eaapineiene general netespageandmerewanseer;: org SPACING 24.0" TYPE HIP JACK
�O�s ' ITW BCG:ww For more
TPI:information sea this
sj ob's W TCA:notes page and
dtthese b sites
www.iccsafe.
Job: 21193 /J5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
MAX CSI:TC=1.00,BC=0.51,WEBS=0.00. Wind loads and reactions based on MWFRS with additional C&C member design.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term Shim all supports to solid bearing.
deflection.
R=123#LI NAILED
T_
M
V
M
O
12 v
6 p
to -
;2X4(F1
41 Q4 1
12
3' 5'
R=609#U=220# RL=211/-125#W=8" R=81# Rw=87# U=26# NAILED
(Rigid Surface)
OH LEFT RAKE=3'4"4
SEQ= 326942
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/1(0) QTY=5 TOTAL=5 REV. 20.02.00A.1020.21 SCALE=0.5000
""WARNIN01""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edreme care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of BCSI(Building component Safety Information,by TPI and W TCA)for safety
dam' practices prior to performing these functions.Installers shall provide temporary bracing per BCSI. TC D L 15.OpsfDATE
s®'� ^��-"`^` ••-+e Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a propedy attached rigid ceiling.Locations shown for permanent lateral restraint of webs BC D L 10.0 p sf DRW G 04-21-2021
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.
Referlodrawingsi00A-Zforstandardplateposeions. BC LL 10.Opsf
—. .�.. ..-... .._.._ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,
'f any failure to build the truss in conformance with ANSIi 1,or for handling,shipping,installation
a� rya}�-� bracing of tmeeee. TOT.LD. 55.Opsf O/A LEN. 5
".RYi.�VrmD 97"fir A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional
FAXx 0"V744M engineering responsibility solely for the designahown.The sultablllty and use of thus chri p DUR.FAC. 1.25 JOB#:21193
3a39 PAaic(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer par ANSVTPI 1 Si
For more information sea this job'e general notes page and these web sites
:bWANO BEAC35,FL 3"" ITWBCG:www.ilwbcg.com;TPI:www.lpinst.org;WTGA:www.sbundustry.can;ICC:iccsafe.crg SPACING 24.0° TYPE EJACK
Job: 21193 /V4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 N 170 mph wind,18.34 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 N psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
MAX CSI:TC=0.11,BC=0.16,WEBS=0.00. Wind loads and reactions based on MWFRS with additional C&C member design.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
See DWG VAL180101014 for valley details.
r 2 2'
=3X4
12
6
a =3X4(D 1) =3X4(D 1)
0
4'
=113plf U=100pIf RL 7/-7plf W=4'
(Rigid Surface)
SEQ= 326888
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%)/1(0) QTY= 1 TOTAL= 1 REV. 20.02.00A.1020.21 SCALE=1.0000
""WARNIN01""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edreme care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of BCSI(Building Component Safety Information,by TPI and W TCA)for safety
dam' practices prior to performing these functions.Installers shall provide temporary bracing per BCSI. TC D L 15.OpsfDATE
s®'��•—^�•=�'�^— -�^��-'"`^`�••-�+e Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a propedy attached rigid ceiling.Locations shown for permanent lateral restraint of webs B C D L 10.0 p sf DRW G 04-21-2021
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 to drawings 100A-Z for standard plate positions. BC LL 10.Opsf
—. .�.. ..-... .._.._ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,
d any failure to build the truss in conformance with ANSIi 1,or for handling,shipping,installation
a� rya}�-� bracing of tmsses. TOT.LD. 55.Opsf O/A LEN. 4
".RYi.�VrmD 97"fir A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional
FAXx 0"V744M engineering responsibility solely for the design shown.The sultablllty and use of thus drewhp DUR.FAC. 1.25 JOB#:21193
3a39 PABK(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer par ANSVTPI 1 Si
For more Information sea this job's general notes page and these web sites:bWANO BEAC35,FL 3"" ITWBCG:www.ilwbcg.com;TPI:www.lpinst.org;WTGA:www.sbundustry.com;ICC:iccsafe.crg SPACING 24.0° TYPE VAL
Job: 21193 /V8 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 N 170 mph wind,17.84 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 N psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
MAX CSI:TC=0.33,BC=0.24,WEBS=0.21.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
See DWG VAL180101014 for valley details.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[8] W 1.5X4 S 2.50
j= 4' 4, _l
=4X5
12
6
e
0
(V
=3X4(D1) =3X4(D1)
III .5 4[81
8'
=113plf U=100plf R]9/-9plf W=8'
(Rigid Surface)
SEQ= 326894
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%)/1(0) QTY= 1 TOTAL= 1 REV. 20.02.00A.1020.21 SCALE=1.0000
""WARNIN01""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edreme care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of BCSI(Building Component Safety Information,by TPI and W TCA)for safety
dam' practices prior to performing these functions.Installers shall provide temporary bracing per BCSI. TC D L 15.OpsfDATE
s®'��•—^�•=�'�^— -�^��-'"`^`�••-�+e Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a propedy attached rigid ceiling.Locations shown for permanent lateral restraint of webs B C D L 10.0 p sf DRW G 04-21-2021
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 to drawings 100A-Z for standard plate positions. BC LL 10.Opsf
—. .�.. ..-... .._.._ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,
d any failure to build the truss in conformance with ANSIi 1,or for handling,shipping,installation
bracing of tmsses. TOT.LD. 55.Opsf O/A LEN. 8
`), ,»,V�97"fir A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional
FAXx 0"974-NM engineering responsibility solely for the design shown.The sultablllty and use offlsdrewhp DUR.FAC. 1.25 JOB#:21193
3a39 PAaic(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer par ANSVTPI 1 Si
For more Information sea this job's general notes page and these web sites:
t�f��FL� ITWBCG:www.ilwbcg.cam;TPI:www.lpinst.org;WTGA:www.sbundustry.com;ICC:www.iccsafe. SPACING 24.0° TYPE VAL
Job: 21193 /V16 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 N 170 mph wind,16.87 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 N psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
MAX CSI:TC=0.42,BC=0.17,WEBS=0.15.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
See DWG VAL180101014 for valley details.
7'10"8 7'10"8
=4X5
12
6 p
p III1.5X4 III1.5X4
M
3X4(D1 =3X4(D1)
1111.5X4 15 9 1111.5X4 III 1.5X4
R=113plf U=100plf RL=10/-10plf W=15'9"
(Rigid Surface)
SEQ= 326937
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/1(0) QTY= 1 TOTAL= 1 REV. 20.02.00A.1020.21 SCALE=0.5000
**WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 20.Opsf REF
Trusses require edreme care in fabricating,handling.shipping,Installing and brecing.Refer to and
follow the latest edition of BCSI(Building component Safety Information,by TPI and W TCA)for safety
P
�d�' prectloes prior to performing these functions.Installers shall provide temporary bracing per BCSI. TC D L DATE
s®'� ^��-"`^` ••-+e Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a propedy attached rigid ceiling.Locations shown for permanent lateral restraint of webs B C D L 10.0 p sf DRW G 04-21-2021
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 to drawings 100A-Z for standard plate positions. BC LL 10.Opsf
—. .�.. ..-... .._.._ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,
d any failure to build the truss in conformance with ANSIi 1,or for handling,shipping,installation
bracing of tmsses. TOT.LD. 55.Opsf O/A LEN. 150900
`), ,»,V�""M A seal w this drawing or cover page listing this drawing,Indicates acceptance of proles ilonel
pim 0"974-YM engineering responsibility solely for the design shown.The sugeblllty and use offlsdrewhp DUR.FAC. 1.25 JOB#:21193
3a39 PAaac(1[wia.V,el•VA.. for any structure Is the responalbllity of the Building Designer par ANSVTPI 1 Bse.II,
For more information sea this job's general notes page and these web saes:
bWAKO BEAi � IT
FL WBCG:www.ilwbcg.com;TPI:www.lpinst.org;WTGA:www.sbundustry.caCC:www.n;Iiccsafe.ag SPACING 24.0° TYPE VAL
Job: 21193 /V12 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 N 170 mph wind,17.34 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 N psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
MAX CSI:TC=0.73,BC=0.66,WEBS=0.33.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00.
See DWG VAL180101014 for valley details.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
[8] W2X4 S 2.75
6' 6'
=4X5
12
6 p
v
0
ih
3X4(D1 =3X4(D1)
1 1112X4[8]
R=113pif U=100plf RL=10/-10plf W=12'
(Rigid Surface)
SEQ= 326939
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/1(0) QTY= 1 TOTAL= 1 REV. 20.02.00A.1020.21 SCALE=0.5000
""WARNIIIII READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF
Trusses require edname care in fabricating,handling.shipping,Installing and bracing.Refer to and
follow the latest edition of SCSI
(Building Component Safety Information,by TPI and W TCA)for safety
dam' practices prior to performing these functions.Installers shall provide temporary bracing per BCSI. TC D L 15.0pfDATE
s®'� ^��-"`^` ••-+e Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord
shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs B C D L 10.0 p sf DRW G 04-21-2021
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 to drawings 100A-Z for standard plate poseions. BC LL 10.0psf
—. .�.. ..-... .._.._ ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,
d any failure to build the truss in conformance with ANSIi 1,or for handling,shipping,installation
bracing of tmsses. TOT.LD. 55.Opsf O/A LEN. 12
`), ,»,V�97"M A seal on this drawing w cover page listing this drawing,Indicates acceptance of professional
FAXx 0"974-NM engineering responsibility solely for the design shown.The sultablllty and use offls4,wft DUR.FAC. 1.25 JOB#:21193
3a39 PAaic(1[wia.V,el•VA.. for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Si
For more Information sea this job's general notes page and these web sites:
t�f��FL� ITWBCG:www.ilwbcg.cam;TPI:www.lpinst.org;WTGA:www.sbundustry.corn;ICC:www.iccsafe. SPACING 24.0° TYPE VAL
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GENERAL NOTES NOTAS GENERALES HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES
Trusses are not marked In any way to identify Los trusses no estan marcados de ningtin modo que RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES.
the frequency oe location of temporary lateral Identifique la frecuenda o kicalizaci6n de restricd6n lateral Q' Warning!Don't overload the crane.
restraint and diagonal bracing.Follow the y arriostre diagonal temporales.Use las recomendaciones iAdvertencial No sobrecarga la gr6a!
recommendations for handling,installing and de maneJo,Instalad6n,restricd6n y arriostre temporal de ® Never use banding alone to lift a bundle.
temporary restraining and bracing of trusses. [as trusses.Vea el folleto SCSI Gufa de Buena Practdca Do not IIft a group of Individually banded bundles.
Refer to BCSI Guide to Goad Practice for Para el Manejo InstaJad6n Restricd6n v Arriostre de JOs
Handling InstaIlloo.Restralaing&Bracing of TnKcx de Madera Conectados con Placas de Metal Para Nunca use s6to los empaques Para levantar un paquete. ns�
Metal Plate Connected Wood Trusses for more Informad6n m6s detallada. No levante un grupo de empaques individuates.
detailed Information.
Los dlbujos de diseno de[as trusses pueden espedfimr las �A single IIft point may be used for bundles
Truss Design Drawings may specify locations of locallzadones de restricd6n lateral pennanente o refuerzo with trusses up to 45'.
permanent lateral restraint or reinforcement for en los mlembros Individuales del truss. Vea la hoja TWO lift points may be used for bundles with
Individual truss members.Refer to the SCSI-B3 resumen BCSI-B3-Restricd6n/Arrigstre Permanente de trusses up to 60'. Q Warning!Do not over load supporting
Summary Sheet-Permanent Restraint/Bradna Cuerdas v Mlembros Seomdarios Para m6s Infomtad6n. Use at least 3 IIft paints for bundles with structure with truss bundle.
of Chords&Web Members for more Information. El resto de Jos disefios de arriostres perrnanentes son la trusses greater than 60'. !Advertenda!No sobrecargue la estructur
All other permanent bracing design Is the responsabllidad del Dlsenador del Edifido. da el a uete de trusses.
responsibility of the Building Designer. Puede usar un solo lugar d ae levantar Para poya con P q
paquetes de trusses hasta 45 pies.
0' The consequences of improper handling,erect- yrF: Puede usar dos puntos de levantar Para Q Place truss bundles in stable position.
9 P g' paquetes m6s de 60 pies. Puse paquetes de trusses en Una posid6r
Ina,Installing,restraining and bracing can result wit estable.
In a collapse of the structure,or worse,serious , _ Use par to menos tres puntos de levantar Para
personal Injury or death. may` `, paquetes m6s de 60 pies.
El resuttado de un manejo,levantamlento, 7f �A.1 INSTALLATION OF SINGLE TRUSSES BY HAND
Instalad6n,restricci6n y ardsotre Incorrecto puede j{� �._ , INSTALACI6N POR LA MANO DE TRUSSES INDIVIDUALES
ser la caida de la estructura o aun pear,heridos o
muertos. t. Trusses 20' r Trusses 30'or
t or less,sup- less,support at r
port at peak. quarter points.
0 Banding and truss plates have sharp edges.Wear
��,a•.,,. Levante Levante de
gloves when handling and safety glasses when .`�'' del pica JOS Jos cuartos
cutting banding. .y trusses de de tramo Jos
Empaques y ptacas de metal tienen bordes j ti 20 pies o F Trusses up to 20' } trusses de 30 I Trusses up to 30'
afilados. Use guantes y lentes protectores cuando menos. Trusses hasta 20 pies I pies o menos. Trusses hasty 30 pies
torte los empaques.
HOISTING OF SINGLE TRUSSES—LEVANTAMIENTO DE TRUSSES INDIVIDUAL
HANDLING — MAN E]O Q Hold each truss In position with the erection equipment until top chord temporary lateral restralnl
is Installed and the truss is fastened to the bearing points.
QAvoid lateral bending.—Evite la flex16n lateral. Sostenga cada truss en posfc!6n con equlpo de gr6a hasty que la restricci6n lateral temporal de li
Use special care In Utilice culdado cuerda superior este Instalado y el truss esta asegurado en los soportes.
windy weather or especial en dias
near power tines ventosos o cerca de r Warning!Using a single pick-point at the peak
and airports. cables etectricos o de can damage the truss.
aeropuertos.
iAdvertenda!El use de un solo lugar Para
levantar en el pico puede hater cl al truss.
Spreader bar
for truss
114, HOISTING RECOMMENDATIONS FOR SINGLE
Q TRUSSES 60'or less
Q The contractor Is responsible for properly O O RECOMENDACIONES PARA LEVANTAR TRUSSES
receiving,unloading and storing the trusses INDIVIDUALES
at the Jobsite.
El contrabsta Uene la responsab!lidad de Q Use proper rig- Use equipo aproplado Approx 12
Tagllna truss length
redblr,descargar y atmacenar adecuada- ging and hoisting Para levantar e _ TRUSSES UP To 3"
mente[as trusses en la obra. equipment. improvisar. pmadrirba, T1IUSSES HASTA 30 PIES_t
T—In Tt°o-l" Attach
Locale Spreader bar 10'O.c.
)i�p'i ��:y: :� �,;V l"X:•:'i•�' a :�F J S reader bar 1/2 to _r above or 6Ellbadc m2K
P I i9 hl Iy
`:T'':"ui`i;1\S:i %•;'.;.,^:i y Wtruss length midToglino
-he 1
.y=y'=` '•nl:fv�(t! „ ,, TRUSSES UP TO 60'
Y :'•:`�::'c;if 1'� ��`; " TRUSSES HASTA 60 PIES
77: --' "`•• -�,.® ® Spreader bar Z!J to
3l4 truss length
Tagllna
If trusses are to be stored horizontally,place V:— TRUSSES UP TO AND OVER GO' —�
blocking of sufficient height beneath the s'-� "w�, TRUSSES HASTA v SOORE 60 PIES
stack of trusses at 8'to 10'on center. Da not store No almacene TEMPORARY RESTRAINT & BRACING
For trusses stored for more than one week, unbraced bundles verticalmente Ios
cover bundles to prevent moisture gain but upright. trusses sueltos. RESTRICCION Y ARRIOSTRE TEM PORAL
allow for ventilation.
Refer to BGSI-82 Summary Sheet-Truss
Refer to JCOuide to Good Practice for 0 F Top Chord Temporai
Installation&Temporary Restraint/Bracing_for �(
Handling.Installing�esFraining&Bra ing Lateral Restraint
more Information. (TCTLR
Qf-MS'Sa�La[�4onneded Wood Trusses - )
for more detailed information pertaining to Vea el resumen B SI B2-R_ estriccion/ \ 20 min.
handling and jobslte storage of trusses. Arriostre TempQral_yInstalaci6n de los
4' i r:� Tarsse Para mas Informac6n, \
rlf Locate ground braces for first truss directly in
Si los trusses estardn guardados horizon- � LJ line with all rows of top chord temporary lat-
talmente,ponga bloqueando de attura = + - m- _ eral restraint(see table in the next column). =9IT
suficiente detras de la pila de los trusses.
Do not store on No almacene en Coloque los arriostres de tlena Para el primer
Para trusses guardados par m6s de Una & uneven ground. tierra desigual, truss directamente en I!nea con cada Una de Brace first truss
semana,cubra Jos paquetes Para prevenir las fitas de restricd6n lateral temporal de la E—securely before
aumento de humedad Pero permila venti-
cuerda superior vea la table en la pr6xima erection of addition
-;_
laci6n. column). trusses,
Vea el fotleto BCSI Guia de Buena Practice _ •v"r " J" o Do not walk on unbraced
I>�el Mara Instalacidn.Restricci6n y Ar-
dostres d�(ps�ue�e Ma�e[�C9nectados trusses.
can Placas de Metal Para informac16n m6s ¢ sueltos.
No Gamine en trusses le
detallada sabre el manejo y almacenado cle 1 su
IDS trusses en 6rea de trabajo.
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STEPS TO SETTING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES
LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES LA REsTRiccx6N Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2
0 1)Install ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 Q Refer to BCSI-B7 Diagonal Bracing
1 Summary Sheet 10'of 15'" Repeal Diagonal Bracing
I trusses with short member temporary lateral restraint(see below).q)Install top chord diagonal
bracing Temnorary&Per- `>i!�!j'� ----every 15 truss spaces(30')
g(see below).5)Install web member plane diagonal bracing to stabilize the first five Wsses -anent Restraint/ i
(see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(See below). - ��
! 7)Repeat process on groups of four trusses until all trusses are set. Bracing for Parallel V
_
1)Instale los arrlostres de tiers,2)Instale el primero truss
Trusses for
uss y ate seguremente al arriostre de more Information.
tierre.3)Instale JOS pr6ximos cuatro trusses con restricci6n lateral temporal de miembro corto Vea el resumen
(vea abajo),4)Instale el arriostre diagonal de la cuerda superior(vea abajo).5)Instale arriostre SCSI-B7-Restrir_- Apply Diagonal Brace to
diagonal para los planos de los mlembros secundarios para estable los primeros cinco trusses vertical webs at end of
(vea abajo).65 Instale la restricci6n lateral temporal y arriostre diagonal para la cuerda inferior d6n v Arrl_ ostre cantilever and at bearing Ag Lateral Restralnls
(vea abajo).7)Replta este procedlmiento en grupos de cuatro trusses hasta que sodas los trusses vsses locations. lapped at least two trusses.
esterzlnstalados. Permanente rig
Trusses de Cuerclaq "Top chord Temporary Lateral Restraint spacing shall be
Q Refer to BC5I-132 Summary Sheet-Truss Installation&Temoorery R st • t/Brari n for more Paralelas para mas 10'o.c.max for 3x2 chords and 15'o.c.for 4x2 chords.
Informatlon'. Informad6n.
Vea elreslimen pare mayor INSTALLING - INSTALACION
informad6n.
RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES ^.Outof,Plagg'
EL RESTRICCION/ARRIOSTRE EN TODOS PLANES DE TRUSSES. fo Tolerances for Out-of-Plane. Oiit.ofFfumb Max. Truss
Tolerandas para Fuera-de-Plano. Bow Length
Q This restraint&bracing method Is for all trusses except 3x2 and 4x2 parallel chord trusses. D150 D(fL)
—Length-->► Max.Bmv
Este me[odo de restricci6n y arriostre es pars soda trusses excepto trusses de cuerdas parelelas I � n 114' 1' 3/4' 12.5'
3x2�%4X2. Max Bow Len 12 2 7/8• 14.6'
1)TOF CHORD—CUERDA SUPERIOR Max.Bow ——
'
j Truss Span Top Chord Temporary Lateral Restraint(TCTLR)Spacing I 314• 3' .1.• 16.T
Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Length---r: o ; 1" 4' 1-118" 18,6'
Up to 30' 10'O.C.max. S ' 1.114• 20.8'
Hasta 30 pies 10 pies m6xfmo 2- Plumb 1-1/4' S'
30'to 45' 8'D.C.max. Tolerances for ! bob 1-tf2' s' 1-3/8• 22.9'
30 a 45 pies B pies mexlmo Q out-of-Plumb. 1-1/2• 25.0'
45,to 60' 6'O.C.max.
Tolerancias para 0/50 max 1.3/q• P9,2
45 a 60 pies 6 pies m3ximo Fuera-de-Plomada, 2 28'
60't0 801* 4'o.C.max. 2" 233.3'
60 a 80 pies* 4 pies mhxlmo
CONSTRUCTION LOADING—CARGA DE CONSTRUCCION
Consult a Professional Engineer for trusses longer than 60'. Qr Do not proceed with construction until all lateral restraint and
*Consulte a un ingentero Para Wsses de mas de 60 pies. _ bracing is secure) and properly In lace. taaxtmum seek Rulgh)l
_ \ / 9 Y P P Y P ,for Matarhi_Ion Yrussea -g+
r](See ECSI=B2 for TCTLR options. _ No proceda ran la construccl6n hasta que todas las i-B2 restric
u Vea el BCS Para las opciones de TCTLR. _ _- ��� ��� clones laterales y los arriostres estdn colocados en forma Material Wight
�\ �\ a ro)aria Se Gypsum Board 12"
Refer to RCSI-63 Sum_ _ \- P P Y gura.
mary Sheet-Permanent —
Restraint/Bracing of Chords — ��\\\ \��\ Do not exceed maximum stack heights.Refer to BCSI-B4B4 Plyvood o 058 16"
&Web Members for Gable = _ \�\ \\\ \ coma 'Sh oast,ctlon oading for more Information. Asphaltshingles 2 bundles
End Frame restralnt/bradng/ \ \ No exceda las mdxlmas altures recomendadas. Vea el resumen Conaela Block e"
reinforcement Informatlon. \ BCSI-B4 Cargo de onstr i6n pars mayor Infonnad6n.
Para informaci6n sabre
CWy Tile 3�tiles high
restricci6n/aniostre/refuerzo Repeat diagonal
pare armaz6n de hastial vea Ll braces for each set ofmn&L4
t el resumer BCSi-B3-Re- 4 trusses.
1 striccion/Arriostre Ground bracing not shown for clarity- Replta JOS arrisotres Do not overload small groups or single trusses.
Permanent Permanente de Cuerclasv
Miembros Serundarloc, diagonales Para coda No sobregrgue pequenos gropos o trusses Individuates.
grupo de 4 trusses. Never stack materials near a peak.
2)WEB MEMBER PLANE—PLANO DE LOS MIEMBROS SECUNDARIOS 0 Nunca amontone material cerca del pico.
r • ` L/.1 Place loads over as many trusses as possible.
LATERAL RESTRAINT _.Diagonal u Coloque las cargas sabre tantos trusses Como sea posible.
Bracing Position loads over load bearing walls.
&DIAGONAL BRACING Web Members h g
� Coloque has cargos sabre has Paredes soportantes.
ARE VERY IMPORTANT �`� Truss bracigrM
ILA RESTRICCION - ALTERATIONS—ALTERACIONES shmm for clarity.
QRefer to BCSf-65 Summary Suet-Tru s Damage lobslte ModifiCOon R in II on Errors,
LATERAL Y EL \ Vea el resumen BCSI-135 Dafios de trusses,Modlfi a Ion n ba Obra y Error s de Instals ion.
f ARRIOSTRE
[ DIAGONAL �� \ Do not cut,alter,or drill any structural member of a truss unless
4 Bottom Chords specifically permitted by the Truss Design Drawing.
I SON MUY No torte,altere o perfore ning6n miembro esWctural de los
IMPORTANTES! Diagonal Braces every 10 trusses,a menos que este espedficamente permitdo en el dibujo
truss spaces(20'max.) del dlseno del truss.
AV
10'-15'max,Same sparing as
bottom chard Lateral Restraint Some chord and web members Q Trusses that have been overloaded during construction or altered without the Truss Manufacturer's
prior approval may render the Truss Manufacturer's limited warranty null and void.
�I not shown for clarity.
3)BOTTOM CHORD—CUERDA INFERIOR Trusses que se han sobrecargado durente la constructi6n o han lido alterados sin una autorizad6n
previa del Fabdcante de Trusses,pueden reducir o eltminar la garenda del Fabricante de Trusses.
Lateral Restraints-2x4x1Z'or _ NOTE;The Tress Manufacturer and Truss Designer rely on the presumption dot bra eanbadv and vane operator(if applkabk)are
professionals with the capability to undertake the work they have agreed to do on any given project If tine eontmdor t dkves It needs
t greater lapped over two Wsses. \ assistance In some aspect of the construction project,It should seek assistance from a ran pc a t pony,The me0xds and procedures
{l \` \ \ \• outlined In this document are Intended to ensure that the overall construction techniques employed will put the trusses Into place SAFELY.
\ \ These recommendations for handling,Installing,restraining and tracing trusses are based upon the collective experience of leading
Bottom ` personnel InvMvcd with Wss design,manufacture and IrWnIWOon,but must,due[o the rsaNre orresponslbflitles Involved,be presented
chords `\ \ only as a GUIDE for use by a qualified Building Designer or Contractor.It Is not Intended that uxse nxommendatkns be Interpreted as
- superior to the Building Designer's design specification for handling,Installing,restraining and bracing trusses and It does not preclude the
yy �� use of other equtvarent methods for restraining/bracing and providing stability for the walls,a unis,floors,roofs and all the Interrelated
structuml building components as determined by the Contractor.Thus,WTCA and TPI expressly dadalra any resporuMnty for damages
\ arlsing from the use,application,or reliance on the recommendations and Information centallxd to dn.
Diagonal Braces every Ilk
10 truss spaces(20'max.) `"x°" n TRUSS PLATE INSTITUTE
6300 Enterprise Lane•Madison,WI 53719 218 N.Lee SL,Ste,312•Alexandira,VA 22314
Some chord and web members 608/274-4849•www.sbdndusbyxom 0.www.tPlnst.or 703/683-101
max. not shown for clarity. g
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I& These products are available with additional corrosion r,,` These products are approved for Installation with the Strong-Drives
protection.For more information,see p.18. SD Connector screw.See pp.39-40 for more information.
Model Min. Dimensions(in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code
Heel Ga. Carrying Carried Uplift I Flaor Snow Roof Wind Uplift Floor Snow Raof Wind Ref.
No. lHelghtl W I H 1 13 1 Member Member (160)11(100) (115) (125j (160j (160) (100) (f15) (125) (160)
Double 2x Sizes
LUS24-2 2Y4 181 3'/a 3'A 2 (4)16d (2)16d 440 1 800 1 910 1 985 1,2501 380 680 780 1845 11,070
(� LUS26-2 4Tis 18 31/a 47/s 2 (4)16d (4)16d 1,105 11,030 1,180 1,280 1,625 1,000 880 1,010 11,09011,385 17 L17,FL
° HHUS26-2 491s 14 3% SYa 3 (14)16d (6)16d 1,550 12,785 3.155 3,405 4.265 1,335 2,390 2,710 2,925 3,665
HGUS26-2 49'r6 12 3V16 5% 4 (20)16d (8)16d 2,155 14,355 4,875 5,230 5,575 1,855 3,760 4,200 4,500 4,195
HGU026-2-SDS3 Sh 12 3%6 5% 4 (12)'/4"x 3"SDS (4)Yi'x 3"SDS 1,635 5,040 5,565 5,565 5.565 1.175 3,630 4;005 4,005 4,005 FL
LUS28-2 4% 18 31/a 7 2 (6)16d (4)16d 1,165 1,315 1.500 1,625 2,060 1,000 1,125 1.285 1,390 1,765
HHUS26-2 ffm 14 3% 71/4 3 (22)16d (8)16d 2,000 4,210 4,770 5,140 6.440 1,720 3,615 4,095 4,415 5,375 17 L17,FL
HGUS28-2 6%5 12 3Vs 7% 4 1 (36)16d (12)16d 3,235 7,460 7,460 7,460 7.460 12,785 6,415 6,415 6,415 6,415
JR�4 HGU028-2-SDS3 7A 12 3Vii6 7Vis 4 1 (20)1/4"x 3"SDS (6)Y4"x 3"SDS 2,565 7,330 7,330 7,330 7,330 1,845 5,280 5,280 5,280 5,280 FL
ED LUS210-2 6Y6 18 3'/a 9 2 (8)16d (6)16d 1,745 1,830 2,090 2,265 2.870 1,500 1,565 1,785 1,935 2,455
HHUS210-2 8Ya 14 316 87/a 3 (30)16d (10)16d 3.745 5,635 6,380 6,880 7,165 3,525 4,835 5.270 5,380 5.765 17 L17 FL
HGUS210-2 89/s 12 3% Rw 4 (46)16d (16)16d 4,095 9,100 9,100 9,100 9,100 3,525 7,455 7730 7,825 7,825
HGO0210-2-SDS3 9Y< 12 3M6 97m 4 (28)1/4"x 3"SDS (8)1/;x 3"SDS 3.440 7,415 7415 7,415 7,415 2,475 .5,340 5,340 5,340 5,340 FL
Triple 2x Sizes
HGUS26-3 41% 12 41% 51h 4 (20)16d (8)16d 2,155 4,355 4,875 5,230 5,575 1,855 3,750 4,200 "4,500 4,795 17 L17 FL
( HGU026-3-SDS4.5 511 12 4116 51h 4 (12)1/4"x 41h"SDS (4)Ile x 4'h"SOS 1,635 5,040 5.165 15,165 5,165 1,175 13,630 3,720 3,720 3,720 FL
HGUS28-3 6t-Ys 12 4'-6 7'/4 4 1 (36)16d (12)16d 3,235 7,460 7,460 17,460 7,460 2,785 16.415 6,415 6,415 6.415 17,L17,FL
0 HGU028-3-SDS4.5 7Y4 12 4LY,6 71/4 4 (20)1/4"x 0Y SDS(6)1/4"x41/z"SDS 2,565 .8.400 9,175 10,175. 9,175 1,845 16,050 6,605 6,605 6,605 FL
HGUS210-3 81-s 12 41V16 91/4 4 (46)16d (16)16d 4,095 9,100 9,100 9,100 9100 3,525 7.825 7,825 7,825 7,825 17,L17,FL
0 HGU0210-3-SDS4.5 914 12 4'V4 9'/4 4 (28)I/V x 41e SDS(8)1/4"x 4 rW SDS 3,440 9,745 9,745 9,745 9,745 2,475 7,015 7,015 7,015 7,015 FL L
HGUS212-3 105/e 12 4>V1s 101/4 4 (55)16d (20)16d 5,045 9,600 9,600 9,600 9,600 4,335 8,255 8,255 6.255 8,255 O
HGUS214-3 12% 12 41-s 12'/4 4 (66)16d (22)16d 5.515 10,100 10.100 10,100 10,100 4,745 8.685 8,685 8,685 8,685
17,L17,FL +�
Quadruple 2x Sizes C
HGUS26-4 51h 12 6% 57/16 4 (20)16d 8)16d 2,155 14,355 4,875 5;230 5,575 1,855 1 3,750 14,200 4.00 4,795 17,L17 FL OG
HGU026-4-SDS6 5Ye 12 6M6 5% 4 (12)1/4"x 6"SDS (4)'/4"x 6"SDS 2.375 5,040 5,165 5,165 15,165 1,7f0 3,630 3,720 3,720 3,720 FL V
HGUS28-4 7Y4 12 611;s 7:Yte 4 (36)16d (12)16d 3,235 7,460 7,460 7.460 1 7460 2,785 6,415 6,415 6,415 6,415 17.L17,FL N
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°z HGU028-4-SDS6 7Y4 12 6Vi6 7YIs 4 (20)1/4"x 6"SDS (6)1/4"x 6"SDS 4,020 8,400 8,866 8,860 18,860 2,890 6,050 6,380 6,380 6,380 FL
HGUS210-4 9% 12 6% 9:Yi6 4 (46)16d (16)16d 4,095 9.100 9,100 9,100 9,100 3,525 7,825 7,825 7,825 7,825 17,L17,FL
HGU0210-4-SDS6 9Y4 12 6Tis 9-Ys 4 (28)114"x 6'SDS (8)/4"x 6"SDS 4,170 10,26010,26010,26010,260 3,000 7,385 7,385 7,385 7,365 FL
NGUS212-4 10% 12 6%6 10% 4 (56)16d (20)16d 5,045 9,600 9,600 9,600 .9,600 4,335 8,255 8,255 8,255 8.255- 17,L17,FL @
HGUS214-4 12% 12 6Vis 12% 4 (66)l6d ' (22)16d 5,515 10,100 10.100 10,100 10,100 4,745 8,685 8,685 8,685 8,685 fl
4x Sizes
LUS46 43'e 118 1 33rs 4% 2 1 (4)16d (4)16d 1,165 11,030 1,180 1,280 11.625 1,0001 880 11,010 1,090 1,385
HGUS46 4Yrs 12 35/a 47/s 4 (20)16d (8)16d 2,155 4,355 4,875 5,230 5.575 1,855 3,750 14,200 4,500 4,795 17,L17,FL
' 1
(� HHUS46 4-s 14 3% 51/is 3 (14)16d (6)16d 1,550 2,790 3,160 3,410 4,265 1.335 2,390 12,710 2,925 3,665
HGU046-SDS3 5h 12 35/a 4% 4 (12)1/4"x3"SOS (4)Y4'x3"SOS 1,635 5,040 5,165 5.155 5,165 1.175 3,630 3,720 3,720 3,720 FL
LUS48 4'/s 18 3M6 6'/4 2 (6)16d (4)16d 1,165 1,315 1,500 1,625 2,060 1,000 1,125 1,285 1,390 1,765
HUS48 61/a 14 39/i6 7 2 (6)16d (6)16d 1,550 1,595 1,815 1,960 2,470 1,550 1,365 1,555 1,680 2,115 17,L17,FL
HHUS46 6Yz 14 3% 7Ya 3 (22)16d (8)16d 2,000 4.215 4,770 5,150 6,440 1.720 3,615 4,095 4.415 5,535
7GUS48 67,6 112, 35/a 7%,1 4 1 (36)16d (12)16d 3,235 7,460 7,450 1,7,460 7,460 2,785 16,415 6,415 6,415 6,415
i HGU048-SDS3 7Ya 1 12 35/a 67A 1 4 1 (20)1/4"x 3"SDS (6)'/4"x 3"SDS 2,565 7,330 7,330 7,330 7,330 1,845 15,280 5,280 5,280 5,280 FL
LUS410 61/4 18 39/,s 8Y4 2 (8)16d (6)16d 1,745 1,830 2,090 2,265 2,870 1,500 11,565 1,785 1.935 2,455
7HUS410 8'/a 14 35/a 9 3 (30)16d (10)16d 3,745 5,640 6,385 6,890 7,165 3,440 14,835 5,480 5.910 6,165 17,L17,FL
HGUS410 87/6 12 3% 9Y6 4 (46)l6d (16)16d 4.095 9,100 9,100 9,100 9,100 3,525 7,825 7,825 7,825 7,825
HGU0410-SDS3 9A 12 1% 87/e 4 (28)Y4"x 3"SDS (8)1b"x 3"SDS 3,440 7,415 7,415 7.415 7,415 2,475 5.340 5,340 5,340 5,340 FL
HGUS412 10% 12 3% 107/s 4 (56)l6d (20)l6d 5,045 9600 9;600 9,600 9,600 4.335 8,255 8,255 8,255 8,255 17.L17,FL
HGUS414 117tis 12 331 12Yrs 4 (66)16d (22116d 5,515 10,100 10,100 10,00 10,100 4,745 8,685 8.685 8,685 8,685
1.Uplift loads have been Increased for wind or earthquake loading with no further When Strong-Drive SDS Heavy-Duty Connector screws do not penetrate all plies
increase allowed.Reduce where other bads govern, of the supporting girder truss,supplemental Strong-Drive SDS Heavy-Duty
2.Wind(160)Is a download rating. Connector screws at the hanger locations may be required to transfer the bad to
3.Minimum heel height shown Is required to achieve full table bads.For less than the truss plies not penetrated by the face fasteners,as deleirrined by the Designer.
minimum heel height,see technical bulletin T-C-REDHEEL at strongtie.com. 7.The supporting girder truss must have adequate thlcla a to accommodate
4.Truss chord cross-grain tension may limit allowable loads in accordance the screw length,so that the screw does not protrude out the back of the
with ANSI/TPI 1-2007.Simpson Strong-Tie°Connector Selector'Software girder.3'-or 4W-long Strong-Drive SDS Heavy-Duly Connector screws
includes the evaluation of cross-grain tension in its hanger allowable bads. may be substituted for the longer Strong-Drive SDS Heavy-Duty Connector
For additional information,contact Simpson Strong-Tie. screws with no bad reduction.
S.Simpson Strong-Ties Strong-Drives SDS Heavy-Duty Connector screws are 8.Loads shown are based on minimum of 2-ply 2x carrying member for nailed
permitted to be Installed through metal truss plates as approved by the Truss hangers.With 3x carrying members,use 16d x 2114'nails into the header and
Designer,provided the requirements of ANSI/fPI 1-2014 Sections 7.5.3.4 and 16d commons into the joist with no load reduction.With single 2x carrying
8.9.2 are met(pre-dulling required through the plate using a maximum of 45a'bit). members,use 1 Od x 1 W nails into the header and 10d commons Into the
6.Strong-Drive SDS Heavy-Duty Connector screws that penetrate all plies of the joist,and reduce the bad to 0.64 of the table value.
supporting glider(screws must penetrate a minimum of 1'into the last truss ply) 9.Nails:16d=0.162'dia.x 3'h'long.See pp.26-27 forother nail sizes
may also be used to transfer the bad through all the plies of the supporting girder, and information.
237
Face--Mount Hangers -- Solid Sawn Lumber (DF/SP)
m
The Joist Hanger Selector software enables you the most optimum product for your project.
The software takes into consideration all the characteristics seen in this catalog. Visit strongtie.com/jhs.
These products are available with additional corrosion fpr These products are approved for Installation with the Strong-Drive°
protection.For more Information,see p.18. V SD Connector screw.See pp.39-40 for more Information.
Dimensions(in.) Fasteners OF%SP Allowable Leads Installed
Joist Min. Code
Size Model No. JGa U I(ft Floor Snow Roof Cost Index
W H B Max. Header Joist (160J (160) (115) (125) {ICI) Ref.
Sawn lumber Sizes
LL124 1201 ilia 1 3%a I IV, I - 1 (4)16d (2)10d x 1 W 265 555 635 685 Lowest
17,127,F!,15,L17
Q 2X4 LUS24 1'81 1M.1 3'% 1.134 - (4)10d (2)10d 490 670 765 .825 +3%..
U24 1161 1 tie 1 31/a f 114 1 - 1 (4)16d 1 (2)10d x 1 W 265 575. 655 705 +57% 17,FL,Liz
HU26 14 11Se 3Ye 2'/� - (4)16d (2)10dx 1'16" 335 595 670 720 +29A..
M LUS24-2 1181 314, 1 3% 1 2 (4)16d 1 (2)16d 1 440 1 800 1 910 1 965 Lowest 17,127.FL,L5,L17
DBL 2X4 ' U24-2 16 35a 3 2 - (4)16d (2)10d 370 575 655 705 +33% 17,FL,L17
HU24-2/HUC24-2 14 3'/a 3Ya 21h - (4)16d (2)10d 360 380 595 720 +240%
Q LUS26 18 ltie 4Y4 1V4 - (4)10d (4)10d 1,165 .865 990 1,070 Lowest
LU26 20 1 tie 43/4 1� (5)16d (4)10d x 1'h" 565 835 950 1,030 +6% 17,127,FL,L5,L11
U26 16 1 tie 43/4 2 - (6)16d (4)10d x 11h" 585 865 960 1,055 +43%
2x6
Q lUC26Z 16 1 tie 434 13/4 - (6)16d (4)tOd x 1 730 845 965 1,040 +160% 17,FL,L17
IED HU26 14 11ie 3Ye 254 - (4)16d (2)10dx 1'/z" 335 595 670 720 +179%
HUS26 16 lea 5% 3 - (14)16d (6)16d 1,550 2,720 3,095 3,335 +276%
Q rU26
-2 18 3%a 4'/e 2 - (4)16d (4)16d 1,165 1,030 1,160 1.275 Lowesl 17,127,FL,L5,L17
16 3'/a 5 2 - (5)16d (4)10d 740 1,150 1,305 1,410 +65%
DSL 17,FL,L17
2X6 -2/HUSCH-2 14 3'% 5-a 2 - (4)l6d (4)16d 1,235 1,065 1,210 1,305 +172%
14 3%a 5% 25z Min. (8)16d (4)10d 760 1,190 1,345 1,445 +233% 17,f27,FL,L5,L17
/HUC26-2
141 3'/a 5% 25z Max. (12)16d (6)10d 1,135 1,785 2,015 2,165 +254% 17.FL,L17
LUS26-3 1181 41'a 4'% 2 1 1 (4)16d (4)16d 1',.165 1,030 1 1,180 1,280'
TPL U26-3 1161 4% 4'/+ 2 (8)16d (4)10d 140 1,150 1,305 1,410
2x6 14 41Ya 4Y. 2'h Min. (8)16d (4)10d 760 1,190 ;44 1,345 15 17,FL
� HU26-3/HUC26-3 � `
14 4'Ye 4% 25z Max. (12)16d (6)10d 1,135' 1,785 7;015 2,165
Q LUS26 1181 ttie 1 415 11K - (4)10d (4)10d 1,165 865 990 1,070 Lowest
LU26 201 1 tie 4Y, 15z - (6)16d (4)10d x 1%z" 1 565 635 1 950 1,030 +6%
Q LUS28 181 1Tiia 6% 1'14 - (6)10d (4)10d 1,165 1,105 1.260 1,365 +23% 17,127,FL,L5,L17
LU28 20 1 tie 6-Y. 1%z - (8)16d (6)10d x 1'h' 850 1,110 1,270 1,335 +39%
20 U26 16 11ie 43/4 2 - (6)16d (4)10d x 1'h- 585 865 980 1,055 +43%
Q LUC26Z 18 1 tie 43/4 13/i - (6)16d (4)10d x I W 730 845 965 1,040 +160% 17,FL,L17
)� HU28 14 11ie 5'/4 2'/4 - (6)16d (4)10d x 1%i 610 895 1,005 1,085 +251%
HUS26 16 13'e 53/a 3 - (14)16d (6)16d 1,550 2,720 3,095 3,335 +276%
[� HUS28 16 13Vaa 7 3 - (22)16d (8)16d 2,000 3,965 4,120 4,220 +409%
Q LUS26-2 18 3'/a 4% 2 - (4)16d (4)16d 1,165 1,030 1,180 1,280 Lowest 17,127,FL,L5,L17
Q LUS28-2 18 35a 7 2 - (6)16d (4)16d 1,165 1,315 1,500 1,626 +8%
DBL U26-2 16 3'/a 5 2 - (8)15d (4)10d 740 1,150 1,305 1.410 +65%
2x8 HUS28-2 14 3Ya 71ic 2 - (6)16d (6)16d 1,550 1,595 1.815 1.960 +188%
14 3'/e 7 2'/z Min. (10)16d (4J lOd 760 1,490 1.680 1,805 +397% 17,FL,L17
Q HU28 2/HUC28-2 14 3'/a 7 2'/z Max. (14)16d (6)10d 1,135 2,085 2,350 2,530 +418%
1.Uplift loads apply to 10d and 16d header fasteners.Uplift loads 5.DF/SP loads can be used for SCL that has fastener holding capacity
have been Increased for wind or earthquake loading with no of Doug Fir,
further Increase allowed.Reduce where other loads govern. 6.Truss chord cross-grain tension may limit allowable loads.In accordance
2.ttld commons or 16d sinkers may be used instead of the with ANSI/TPI 1-2014.Simpson Strong-Tie°Connector Selector'
specified 16d at 0.84 of the table load value, software Includes the evaluation of cross-grain tension In Its hanger
3.16d sinkers may be used Instead of the specified lod allowable loads.For additional Information,contact Simpson Strong-Tie, H
commons with no bad reduction.(16d sinkers are not 7.Nails:16d=0.162'dia.x 3 W long,10d=0.148'dia.x 3'long,
acceptable for HDG applications.) 10d x 1 YV=0.148'dia.x 1 W kxig.See pp.26-27 for other nail sizes
4.Min,nailing quantity and load values-fill all round holes; and Information,
Max.nailing quantity and load values-fill all round and 'Hangers do not have an Installed Cost Index
triangle holes.
Codes:See p.14 for Code Reference Key Chart