HomeMy WebLinkAbout1102.02 Truss Plans I JB: MULROONY AC: 12121 WO:25020484 WE: TI: TO1 QTYi15
TC FORCE AXL BND CSI TOP CHORDS: 2x4 SPF #1/#2 (N) 1X4 continuous lateral bracing attached with == Joint Locations
1- 2 -1899 0.16 0.74 0.90 BOT CHORDS: 2x4 SPF #1/#2 (N) 2- 10d nails each member where shown.Bracing 1) 0- 0- 0 5) 27- 9- 8 9) 15- 0- 0
2- 3 -1246 0.03 0.74 0.77 WEBS: 2x4 SPF STUD (N) MUST be positioned to provide equal unbraced 2) 7- 8- 7 6) 27- 9- 8 10) 7- 8- 7
3- 4 -1229 0.03 0.55 0.58 2x4 SPF #3 (N) 2,3,4 segments OR 2x4 "T" brace may be nailed flat 3) 15- 0- 0 7) 21- 4-12 11) 0- 0- 0
4- 5 -1489 0.04 0.55 0.59 All COMPRESSION Chords are assumed to be to edge of web with 12d nails spaced 8" o.c. 4) 21- 4-12 8) 16- 0- 0
continuously braced unless noted otherwise. Brace must extend at least 90% of web length ----MAX. REACTIONS PER BEARING LOCATION
BC FORCE AXL BND CSI MAX LIVE LOAD DEFLECTION: 2x6 Brace required on any web exceeding 14'. X-Loc Vert Horiz Uplift Y-Loc Type
11-10 1614 0.40 0.31 0.70 L/999 This truss *NOT* designed for wind load! 0- 1-12 1151 0 0 BOT PIN
10- 9 1611 0.40 0.31 0.70 L=-0.07" D=-0.07" T=-0.13" 27- 7-12 1111 0 0 BOT H-ROLL
9- 8 1273 0.31 0.26 0.58 MAX HORIZONTAL TOTAL LOAD DEFLECTION:
8- 7 1273 0.31 0.26 0.58 T= 0.06"
7- 6 0 0.00 0.23 0.23 MAX HORIZONTAL LIVE LOAD DEFLECTION:
T= 0.03"
WEB FORCE WEB FORCE
2-10 155 4- 7 -124
2- 9 -676 5- 7 1298 '
3- 9 643 5- 6 -1057
4- 9 -311
RMB = 1.15
I, 15-0-0 12-9-8
1 2 4 5
6.00 -6.00
4X4
3X4
6X6
8-1-15 7-11-0 •
1-6-4
3X4
0-5-0
1
v 3X5 2X4 3X83X5 4X4 2X4 ^
%%,,r,,tnfi,t,r
%.%`N%0 E. qR,., R 11
,*' ''0Cy GN.vroTE.�C'(4-- 27-9-8
279-g _.. '
11 10 9. 8 7 6
• 16442 1152#3.50" 1112#3.50"
ATE <'
- N D I A O F _ (RO-8� � 27-9-8 .�
77. N' 4�: EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 scale =0.1875
�'A'p \��.�` WARNING: READ ALL NOTES ON THIS SHEET. Eng.Job: WO: 25020484
,''OFFSSI Al ���' T M C A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: Truss ID: TO1
'r��rrlr�NtI" ` Dsgnr:JWS Chk: Date: 9-26-02
CONTRACTOR.
TRUSS MANUFACTURING BRACING WARNING: TC Live 20.0 psf DurFac-Lbr: 1.15
COMPANY INC. Bracing shown on this drawing is not erection bracing,wind bracing,portal bracing or similar bracing TC Dead 10.0 psf DurFac-Pit: 1.15
which is apart of the building design and which must he considered bythe buildingdesigner. Bracing24.0"
PO BOX 418 g g s BC Live 0.0 psf O.C. Spacing:
WESTFI ELD IND 46074 madeshode is for or lateral support b of trussends and membersp only to locredations
s determined
led by the building
must be P
to anchor bracing at and specified Ircations determined by building designer. BC Dead 10.0 psf Design Criteria: TPI
Additional bracing of the overall structure may be required. (See HIB-91 of TPI). Code Desc: TPI 1-1995
WHERE QUALITY COUNTS (Truss Plate Institute,TPI,is located at 583 D'Onolrio Drive,Madison,Wisconsin 53719).
TOTAL 40.0 psf V:07.18,02-49662- 0
JOB PATH: T:ITEE-LOKUOBS1TECHSUPIMORGANI0000LOTIENPLOYEEIMULROONY HCS: 06.02.02
I JB: MULROONY AC: 12121 WO: 25020484 WE: TI: TO1GE QTY:2 "
CUTTING ONLY **** 2X4 TRANSVERSE BRACING nailed flat to edge Joint Locations
TOP CHORDS: 2x4 SPF #1/#2 (N) of web with 12d nails at 8" o.c. or a SCAB 1) 0- 0- 0 16) 20- 4- 0 31) 17- 8- 0
BOT CHORDS: 2x4 SPF #1/#2 (N)• of the same dimension and grade as web 2) 3- 0- 0 17) 21- 8- 0 32) 16- 4- 0
WEBS: 2x3 SPF #3 (N) nailed to face(s) of web with 10d nails 3) 4- 4- 0 18) 23- 0- 0 33) 16- 0- 0
GABLE STUD: 2x3 SPF #3 (N) staggered 8" o.c. SCAB or TRANSVERSE 4) 5- 8- 0 19) 24- 4- 0 34) 15- 0- 0
2x3 SPF #1/#2 (N) 8,9,10,11 BRACING to extend for 80% of web length. 5) 7- 0- 0 20) 25- 8- 0 35) 13- 8- 0
12 2X6 BRACE req'd on any web exceeding 14. 6) 7- 8- 7 21) 27- 0- 0 36) 12- 4- 0
"*" denotes ONE edge or ONE face 7) 8- 4- 0 22) 27- 9- 8 37) 11- 0- 0
"**" denotes BOTH edges or BOTH faces 8) 9- 8- 0 23) 27- 9- 8 38) 9- 8- 0
All COMPRESSION Chords are assumed to be 9) 11- 0- 0 24) 27- 0- 0 39) 8- 4- 0
This truss *NOT* designed for wind load! continuously braced unless noted otherwise. 10) 12- 4- 0 25) 25- 8- 0 40) 7- 0- 0
11) 13- 8- 0 26) 24- 4- 0 41) 5- 8- 0
12) 15- 0- 0 27) 23- 0- 0 42) 4- 4- 0
13) 16- 4- 0 28) 21- 8- 0 43) 3- 0- 0
14) 17- 8- 0 29) 20- 4- 0 44) 0- 0- 0
15) 19- 0- 0 30) 19- 0- 0
i 15-0-0 , 12-9-8
I I 1 I I I 1 1 I 1 I I
1 2 3 4 5 6 ' 8 9 10 11 12 13 14 15 16 17 18 19 20 2 Q2
6.00 -6.00
3X5
2X4 2X4
2X4 - 2X4
2X4 2X4T
2x4 2X4 �,- 2X4
3X5 - 2X4
2X4 2X4
8-1-15 2X4 2X4 7-11-0
2X4 - - 2X4 2X4 1 6 4
2X4 - 2X4
0-5-0
' i i i i i I I i i , i i i i i i i -
4
3X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4
3X5 2X4
,,,1,t 1,1
,,,,r h tl
° \QE, g ',',, -8
9
`O -/- 4` ' '1( t I tI i I t I I I I 1
= ( TE ` �: 444433 33 35 -3433 32 31 30 29 28 27 26 25 243Q
16442 0#1.50" 0#1.50"
STATE OF '1...: 0 l 27-9-8 ul
�Ro-s-1st
IN D!A NA EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 Cont.Support Studs a 1-4-0 o.c. scale= 0.1875
A 'Ct.,.� WARNING: READ ALL NOTES ON THIS SHEET. Eng.Job: WO: 25020484
' ��` Dw Truss ID: TO1GE
�F �' T M A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING g:
�'i t,SS/0 N Al F',.`�� CONTRACTOR. Dsgnr:JWS Chk: Date: 9-26-02
�,""""t TRUSS MANUFACTURING TC Live 20.0 psf DurFac-Lbr: 1.15
::6-:/\ BRACING WARNING: TC Dead 10.0 psf DurFac-Pit: 1.15
.j.` • c COMPANY INC. Bracing shown on this drawing is not erection bracing,wind bracing,portal bracing or similar bracing p
" PO BOX 418 which is a part of the building design and which must he considered by the building designer. Bracing BC Live 0.0 psf O.C. Spacing: 24.0"
shown
l \ own is for
lateral support of truss members only to reduce buckling length. Provisions must be
WESTFIELD IND 46074 made to anchor lateral bracing at ends and specified locations determined by the building designer. Design Criteria: TPI
Additional bracing of the overall structure may be required. (See HIB-91 of TP1). BC Dead 10.0 psf
WHERE QUALITY COUNTS (Truss Plate Institute,TPI,is located at 583 D'Onofrio Drive,Madison,Wisconsin 53719). Code Desc: TPI 1-1995
TOTAL 40.0 psf V:07.18,02-49663- 1
JOB Mill: T:ITEE-LOKIJOBSITECHSUPIMORGAMOWPQLOTIEMPLOYEEIMULROONY HCS: 06.02.02
•
I JB: MULROONY AC: 12121 WO:25020484 WE: TI: T02 QTY:7 "
TC FORCE AXL BND CSI TOP CHORDS: 2x4 SPF #1/#2 (N) 1X4 continuous lateral bracing attached with Joint Locations
1- 2 -1922 0.17 0.76 0.94 BOT CHORDS: 2x4 SPF #1/#2 (N) 2- 10d nails each member where shown.Bracing 1) 0- 0- 0 5) 27- 9- 8 9) 15- 0- 0
2- 3 -1252 0.03 0.74 0.77 WEBS: 2x4 SPF STUD (N) MUST be positioned to provide equal unbraced 2) 7- 8- 7 6) 27- 9- 8 10) 7- 8- 7
3- 4 -1234 0.03 0.55 0.58 2x4 SPF #3 (N) 2,3,4 segments OR 2x4 "T" brace may be nailed flat 3) 15- 0- 0 7) 21- 4-12 11) 0- 0- 0
4- 5 -1494 0.04 0.55 0.59 All COMPRESSION Chords are assumed to be to edge of web with 12d nails spaced 8" o.c. 4) 21- 4-12 8) 16- 0- 0
continuously braced unless noted otherwise. Brace must extend at least 90% of web length ----MAX. REACTIONS PER BEARING LOCATION
BC FORCE AXL BND CSI 2x6 Brace required on any web exceeding 14'. X-Loc Vert Horiz Uplift Y-Loc Type
11-10 1638 0.40 0.31 0.72 Building Designer shall provide adequate This truss *NOT* designed for wind loadl 0- 0-12 1108 0 0 BOT PIN
10- 9 1634 0.40 0.31 0.71 bearing area and anchorage. 27- 7-12 1115 0 0 BOT H-ROLL
9- 8 1278 0.31 0.26 0.58 BEARING AREA REQUIRED
8- 7 1278 0.31 0.26 0.58 ID Brg Size ** Min Size -or- Min Area
7- 6 0 0.00 0.23 0.23 1 0- 1- 8 0- 1-12 2.61 si
** size specified by customer
WEB FORCE WEB FORCE MAX LIVE LOAD DEFLECTION:
2-10 166 4- 7 -125 L/999
2- 9 -696 5- 7 1303 L=-0.07" D=-0.07" T=-0.14"
3- 9 650 5- 6 -1060 MAX HORIZONTAL TOTAL LOAD DEFLECTION:
4- 9 -311 T= 0.06"
MAX HORIZONTAL LIVE LOAD DEFLECTION:
RMB = 1.15 T= 0.03"
,, 15-0-0 12-9-8 ,
1 2 4 5
6 0000 -6.00
4X4
6X6 TX3
4T
7-11-0 7-11-0 '
1-6-4
3X4 b
0-5-0
f
3X5 2X4 3X83X5 4X4 2X4
,. pN�p E qRc ,, 27-9-8
.".cr.
� G STk- es ; i11 10 9 •8 3 6'
Q 16442 F 1108#1.75" 1115#3.50"
••
•
STATE OF = l 27-9-8 'I
* ` ►N pIANq EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 scale=0.1875
'�,6 (a� WARNING: READ ALL NOTES ON THIS SHEET. Eng.Job: WO: 25020484
1,,L'it 'V A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg:
Truss ID: T02
',FSS/0 N AL --,.` W
CONTRACTOR. Dsgnr:JS Chk: Date: 9-26-02
'i"""'f% TRUSS MANUFACTURING TC Live 20.0 psf DurFac-Lbr: 1.15
BRACING WARNING:
�• ' COMPANY INC. Bracingshown on this drawing is not erection bracing,wind bracing,portal bracingor similar bracing TC Dead 10.0 psf DurFac-Pit: 1.15
� b 6 6
PO BOX 418 which is a part of the building design and which must he considered by the building designer. Bracing BC'LI 0.0 psf O.C. Spacing: 24.0"
Ve
shown is for lateral support of truss members only to reduce buckling length. Provisions must he
WESTFIELD IND 46074 made to anchor lateral bracing at ends and specified locations determined by the building designer. Design Criteria: TPI
Additional bracing of the overall structure may be required. (See HIB-91 of TPI). BC Dead 10.0 psf
WHERE QUALITY COUNTS (Truss Plate Institute,TPI,is located at 583 D'Onofrio Drive,Madison,Wisconsin 53719). Code Desc: TPI 1-1995
TOTAL 40.0 psf V:07,18.02-49664- 2
JOB PATH: T:ITEE-LOKUOBSITECHSUPIMORGANI0000LOTIEMPLOYEEIMULROONY HCS: 06.02.02
I JB: MULROONY AC: 12121 WO:25020484 WE: TI: T03 QTY:22 "
TC FORCE AXL BND CSI TOP CHORDS: 2x4 SPF #1/#2 (N) 1X4 continuous lateral bracing attached with Joint Locations
1- 2 -310 0.00 0.48 0.49 BOT CHORDS: 2x4 SPF #1/#2 (N) 2- 10d nails each member where shown.Bracing 1) 0- 0- 0 3) 11-10- 8 5) 5-11- 4
2- 3 -350 0.00 0.49 0.49 WEBS: 2x4 SPF STUD (N) MUST be positioned to provide equal unbraced 2) 5-11- 4 4) 11-10- 8 6) 0- 0- 0
2x4 SPF #3 (N) 3 segments OR 2x4 "T" brace may be nailed flat ----MAX. REACTIONS PER BEARING LOCATION
BC FORCE AXL BND CSI 2x4 SPF #1/#2 (N) 4,5 to edge of web with 12d nails spaced 8" o.c. X-Loc Vert Horiz Uplift Y-Loc Type
6- 5 0 0.00 0.19 0.19 All COMPRESSION Chords are assumed to be Brace must extend at least 90" of web length 0- 1-12 514 0 0 BOT PIN
5- 4 0 0.00 0.19 0.19 continuously braced unless noted otherwise. 2x6 Brace required on any web exceeding 14'. 11- 9-12 474 0 0 BOT H-ROLL
MAX LIVE LOAD DEFLECTION: End vertical(s) not designed for exposure This truss *NOT* designed for wind load!
WEB FORCE WEB FORCE L/999 to lateral wind pressure.
1- 6 -427 3- 5 459 L=-0.01" D=-0.01" T=-0.02"
1- 5 284 3- 4 -426 MAX HORIZONTAL TOTAL LOAD DEFLECTION:
2- 5 -432 T= 0.01"
MAX HORIZONTAL LIVE LOAD DEFLECTION:
RMB = 1.15 T= 0.01"
1
11-10-8 1
2 3
6.00
3X'
I
2X4 -- I
10-7-12 3X4 10-7-12
HI
-8
. .T
2X4 3X8 2X4
,,,,,,,lit,,,, III
CT-sT,
E. 11-9-0
: 6 5-515#3.50" 475#1.50"
••
6440-8-0 11-10-8 0l
1-i* (RO-8-15)EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 scale = 0.1875
WARNING: READ ALL NOTES ON THIS SHEET. Eng.Job: WO: 25020484
, Dw Truss ID: T03
T M C A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING g`
1,1,S010 N AL F',.` Dsgnr:JWS Chic: Date: 9-26-02
f,f,t,,,,f, CONTRACTOR.
�,� TRUSS MANUFACTURING TC Live 20.0 psf DurFac-Lbr: 1.15
BRACING WARNING:
-Pit: 1.15
w�'� COMPANY INC. Bracing on this drawingis not erection bracing,wind bracing,portal bracingor similar bracingTC Dead 10.0 psf DurFac
6must
PO BOX 418 whichshown is fora part ofl the buildingofdesign andm members
onlyh to reducebe bucklinguc by the building. rov designer.ons Bracing BC Live 0.0 psf O.0• Spacing: 24.0"
is lateral support truss members length. Provisions must be
W ESTFI ELD IND 46074 made to anchor lateral bracing at ends and specified locations determined by the building designer. Design Criteria: TPI
Additional bracing of the overall structure may he required. (See HIB-91 of TPI). BC Dead 10.0 psf
WHERE QUALITY COUNTS (Truss Plate Institute,TPI,is located at 583 D'Onofrio Drive,Madison.Wisconsin 53719). Code Desc: TPI 1-1995
TOTAL 40.0 psf V:07.18.02-49665- 3
JOB PATH: T:ITEE-LOKUOBSITECHSUPIMORGANWOOLOTIEMPLOYEEIMULROONY HCS: 06.02.02
JB: MULROONY AC: 12121 WO: 25020484 WE: TI: TO3GE QTYt2 '
***** CUTTING ONLY **** Joint Locations
TOP CHORDS: 2x4 SPF #1/#2 (N) 1) 0- 0- 0 8) 9- 0-12 15) 6- 4-12
HOT CHORDS: 2x4 SPF #1/#2 (N) All COMPRESSION Chords are assumed to be 2) 1- 0-12 9) 10- 4-12 16) 5- 0-12
WEBS: 2x3 SPF #3 (N) continuously braced unless noted otherwise. 3) 2- 4-12 10) 11-10- 8 17) 3- 8-12
2x4 SPF #1/#2 (N) 10 End vertical(s) not designed for exposure 4) 3- 8-12 11) 11-10- 8 18) 2- 4-12
GABLE STUD: 2x3 SPF #1/#2 (N) to lateral wind pressure. 5) 5- 0-12 12) 10- 4-12 19) 1- 0-12
2x3 SPF #3 (N) 2,3 This truss *NOT* designed for wind load! 6) 6- 4-12 13) 9- 0-12 20) 0- 0- 0
2x4 SPF #3 (N) 9 7) 7- 8-12 14) 7- 8-12
11-10-8
1 2 3 4 5 6 7 8 9 1
6.00
2X4
2X4
2X4
2X4
2X4 ;
2X4 ,
2X4 ;
2X4
. I
2X4
11
10-7-12 2X4 10-7-12
4-r
2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4
2X4 2X4
%%%%%%f 1111f,,, it
��
., ON\O L. II Rc 0,. 11-9-0
``� Ei G STf �' II I c- .I I I 1
'Cr No. F li
0#1.5019 18 17 16 15 •14 13 120#1.50"
16442
STATE OF - 7 11-10-8
(RO-8-15)
IN DIANA - EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 Cont.Support Studs 0 1-4-0 o.c. scale=0.1875
.0 <<�`= WARNING: READ ALL NOTES ON THIS SHEET. Eng.Job: WO: 25020484
,,,dot �v'' T M C A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: Truss ID: TO3GE
'tit FSS/0 N Al �,‘`� Dsgnr:JWS Chk: Date: 9-26-02
r,,, I 1 I„ty►� CONTRACTOR.
S : \�„L TRUSS MANUFACTURING TC Live 20.0 psf DurFac-Lbr: 1.15
BRACING WARNING: DurFac-Plt: 1.15
COMPANY INC. Bracingshown on this drawingis not erection bracing,wind bracing,portal bracing or similar bracin• TC Dead 10.0 psf
� b 6b
PO BOX 418 which is a part of the building design and which must he considered by the building designer. Bracing BC Live 0.0 psf •C• Spacing: 24.OIt
shown is for lateral support of truss members only to reduce buckling length. Provisions must he
WESTFIELD IND 46074 made to anchor lateral bracing at ends and specified locations determined by the building designer. Design Criteria: TPI
Additional bracing of the overall structure may be required. (See HIB-91 of TPI). BC Dead 1U.0 psf
WHERE QUALITY COUNTS (Truss Plate Institute,TPI,is located at 583 D'Onofrio Drive,Madison,Wisconsin 53719). Code Desc: TPI 1-1995
TOTAL 40.0 psf V:07.18.02-49666- 4
JOB PATH: T:lTEE-LOKVOBSITECHSUPIMORGAN10000LOTIEMPLOYEEIMULROONY HCS: 06.02.02
I JB: MULROONY AC: 12121 WO: 25020484 WE: TI: T04 QTY:5
TC FORCE AXL BND CSI TOP CHORDS: 2x4 SPF #1/#2 (N) A11 COMPRESSION Chords are assumed to be Joint Locations
1- 2 -1294 0.03 0.32 0.35 BOT CHORDS: 2x4 SPF #1/#2 (N) continuously braced unless noted otherwise. 1) 0- 0- 0 4) 14- 9- 9 7) 10- 0- 0
2- 3 -974 0.02 0.32 0.34 WEBS: 2x4 SPF STUD (N) This truss *NOT* designed for wind load! 2) 5- 2- 7 5) 20- 0- 0 8) 0- 0- 0
3- 4 -974 0.02 0.32 0.34 MAX LIVE LOAD DEFLECTION: 3) 10- 0- 0 6) 20- 0- 0
4- 5 -1294 0.03 0.32 0.35 L/999 ----MAX. REACTIONS PER BEARING LOCATION
L=-0.04" D=-0.04" T=-0.07" X-Loc Vert Horiz Uplift Y-Loc Type
BC FORCE AXL BND CSI MAX HORIZONTAL TOTAL LOAD DEFLECTION: 0- 1-12 840 0 0 BOT PIN
8- 7 1105 0.27 0.54 0.81 T= 0.04" 19-10- 4 839 0 0 BOT H-ROLL
7- 6 1105 0.27 0.54 0.81 MAX HORIZONTAL LIVE LOAD DEFLECTION:
T= 0.02"
WEB FORCE WEB FORCE
2- 7 -339 4- 7 -339
3- 7 540
RMB = 1.15
'I1 10-0-0
2 1
10-0-0
4 5 I
6 0000 -6.00 I
4X4
2X4 2X4
5-7-15 5-5-0
0-5-0 0-5-0
3X5 6X8 3X5
n n
���`p��0 s 7 ARc�,,, I, 20-0-0 1.
f 8 ._ 6
• 16442 0-8 0 840#3.50" 840#3.50"0-8-0
•
STATE OF a 20-0-0
_ (R0-8-15)� I (RO-8-15)
I N plq NA EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 scale =0.2500
-;�A,Q \,k� WARNING: READ ALL NOTES ON THIS SHEET. �Eng.Job: WO: 25020484
of - Nam, ; T M C A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: Truss ID: T04
�'',FSSiO N Al_ to, Dsgnr:JWS Chk: Date: 9-26-02
f r,,,I„„t CONTRACTOR.
�� TRUSS MANUFACTURING TC Live 20.0 psf DurFac-Lbr: 1.15
COMPANY INC. BRACING WARNING: TC Dead 10.0 psf DurFac-Plt: 1.15
Bracing shown on this drawing is not erection bracing,wind bracing,portal bracing or similar bracing
/ which is a part of the building design and which must he considered by the building designer. Bracing BC'Live 0.0 psf Spacing:C PO BOX 418O.C. S acin .0
shown is for lateral support of truss members only to reduce buckling length. Provisions must be
WESTFIELD IND 46074 made to anchor lateral bracing at ends and specified locations determined by the building designer. Design Criteria: TPI
Additional bracing of the overall structure may he required. (See HIB-9I of TPI). BC Dead 10.0 psf
WHERE QUALITY COUNTS (Truss Plate Institute,TPI,is located at 583 D'Onofrio Drive,Madison,Wisconsin 53719). Code Desc: TPI 1-1995
TOTAL 40.0 psi' V:07.18.02-49667- 5
JOB PATH: T:ITEE-LOKVOBSI7ECHSUPIMORGANI0000L071EMPLOYEEIMULROONY HCS: 06.02.02
JB: MULROONY AC: 12121 WO:25020484 WE: TI: TO4GE QTY:1
CUTTING ONLY **** 2X4 TRANSVERSE BRACING nailed flat to edge Joint Locations
TOP CHORDS: 2x4 SPF #1/#2 (N) of web with 12d nails at 8" o.c. or a SCAB 1) 0- 0- 0 10) 14- 8- 0 19) 12- 0- 0
HOT CHORDS: 2x4 SPF #1/#2 (N) of the same dimension and grade as web 2) 4- 0- 0 11) 16- 0- 0 20) 10- 8- 0
GABLE STUD: 2x3 SPF #3 (N) nailed to face(s) of web with 10d nails 3) 5- 4- 0 12) 17- 4- 0 21) 9- 4- 0
staggered 8" o.c. SCAB or TRANSVERSE 4) 6- 8- 0 13) 20- 8- 0 22) 8- 0- 0
BRACING to extend for 80% of web length. 5) 8- 0- 0 14) 20- 8- 0 23) 6- 8- 0
All COMPRESSION Chords are assumed to be 2X6 BRACE req'd on any web exceeding 14' 6) 9- 4- 0 15) 17- 4- 0 24) 5- 4- 0
continuously braced unless noted otherwise. "*" denotes ONE edge or ONE face 7) 10- 8- 0 16) 16- 0- 0 25) 4- 0- 0
"**" denotes BOTH edges or BOTH faces 8) 12- 0- 0 17) 14- 8- 0 26) 0- 0- 0
This truss *NOT* designed for wind load! 9) 13- 4- 0 18) 13- 4- 0
I 10-8-0 10-0-0
1 2 3 4 5 6 8 9 10 11 12 13
6.00 -6.00
3X5
2X4- 2X4- 4
2X4 2X4
-
-
2X4 2X4
2X4 2X4
5-7-15 2X4 2X4 5-5-0
0-5-0
0-1-0
r i 1 nh u PM I th th• I
3X4 2X4 2X4 2X4 2X4 2X4 5X6 2X4 2X4 2X4 2X4 2X4 3X4
,`,351f1t�lr,lr,I/' II I1
.,`pN\� E. '�R0 �, 20-8-0 '�,
`.�` GTS T f e• • I I I I I I I I
N . c" 26 25 24 23 22 21 20 -- 19 18 17 16 15 14
4'
16442 CANT:0-8-0 0#1.50" 0#1.50"
_ STATE OF 20-8-0 0l u0 8°
= (RO-8-15)
7. I N DIA NA .. EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 Cont.Support Studs a 1-4-0 o.c. scale= 0.2500
.::,0 ��`4.., - WARNING: READ ALL NOTES ON THIS SHEET. Eng.Job: WO: 25020484
%�,e •
��.` T M C A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: Truss ID: TO4GE
''I '33/0 N Al_ E,�`` CONTRACTOR. Dsgnr:JWS Chk: Date: 9-26-02
r'"""'tt TRUSS MANUFACTURING TC Live 20.0 psf DurFac-Lbr: 1.15
BRACING WARNING:
�' COMPANY INC. Bracing shown on this drawing is not erection bracing,wind bracing,portal bracing or similar bracing TC Dead 10.0 psf DurFac-Plt: 1.15
PO BOX 418 which is a part of the building design and which must be considered by the building designer. Bracing O.C. Spacing: 24.0"
shown is for lateral support of truss members only to reduce buckling length. Provisions must he BC.Live 0.0 psf
WESTFIELD IND 46074 made to anchor lateral bracing at ends and specified locations determined by the building designer. BC Dead 10.0 psf Design Criteria: TPI
Additional bracing of the overall structure may be required. (See HIB-91 of TPI). Code Desc: TPI 1-1995
WHERE QUALITY COUNTS (Truss Plate Institute,TPI,is located at 583 D'Onofrio Drive,Madison,Wisconsin 53719).
TOTAL 40.0 psf V:07.18.02-49668- 6
JOB PATH: T:ITEE-LOKUOBSITECHSUPIMORGANI XSY)LOflEMPLOYEEIMULROONY HCS: 06.02.02
I JB: MULROONY AC: 12121 WO:25020484 . WE: TI: TO5GR QTY:2
TC FORCE AXL BND CSI TOP CHORDS: 2x4 SPF #1/#2 (N) All COMPRESSION Chords are assumed to be ===== =Joint Locations
1- 2 -738 0.00 0.24 0.25 BOT CHORDS: 2x6 SP MEL-23 continuously braced unless noted otherwise. 1) 0- 0- 0 4) 14- 4- 0 7) 3-10- 4
2- 3 -761 0.00 0.25 0.25 WEBS: 2x4 SPF STUD (N) This truss is designed to bear on multiple 2) 7- 2- 0 5) 10- 5-12 8) 0- 0- 0
This 2-PLY truss designed to carry supports. Interior bearing locations should 3) 14- 4- 0 6) 7- 2- 0
BC FORCE AXL BND CSI 27' 9" span framed to BC one face be marked on truss. Shim or wedge if
8- 7 -951 0.00 0.18 0.19 2' 0" span split-framed to opposite face necessary to achieve full bearing. TOTAL DESIGN LOADS
7- 6 0 0.00 0.18 0.18 Continuous bearing support on bottom chord 2-PLY TRUSS! fasten w/3"X 0.120" nails in Uniform PLF From PLF To
6- 5 0 0.00 0.20 0.20 from 3'10" to 10' 5" (average horiz. staggered pattern per nailing schedule: TC Vert L+D -60 0- 0- 0 -60 14- 4- 0
5- 4 602 0.02 0.20 0.22 reaction 231 plf) with max. vert. reaction TC- 2 per ft. SC- 3 per ft. WEBS- 2 per ft BC Vert L+D -530 0- 0- 0 -530 14- 4- 0
2088 lb at joint. 5 and max. horiz. Distribute loads equally to each ply. ----MAX. REACTIONS PER BEARING LOCATION
WEB FORCE WEB FORCE reaction 974 lb at joint= 7 . This truss *NOT* designed for wind load! X-Loc Vert Horiz Uplift Y-Loc Type
2- 7 34 2- 5 68 MAX LIVE LOAD DEFLECTION: PROVIDE HORIZONTAL CONNECTION PER SCHEDULE : 0- 1-12 1449 1530 0 BOT PIN
2- 6 94 L/999 Support 1 1530# 3-10- 4 2027 -974 0 SOT PIN
RMB = 1.00 L. 0.00" D= 0.00" T= 0.00" 10- 5-12 2088 -556 0 HOT PIN
MAX HORIZONTAL TOTAL LOAD DEFLECTION: 14- 2- 4 1384 0 0 HOT H-ROLL
T= 0.01"
MAX HORIZONTAL LIVE LOAD DEFLECTION:
T= 0.00"
I t. 2-PLYS REQUIRED
'I 7-2-0 7-2-0
1 3
6.00 -6.00
5X8
*
4-2-0 4-2-0 •
0-7-0 0-7-0
4X6 2X4 2X4 2X4 4X6
`,`f,ttrlr,s/s, =:►/111/1111►/►11/11►111//111111/1►11/►41,0 0 0 0 0 C_:
�,.``N\O E. qR/., I n
,••.�, O G -; �8 7 14 4(154( rT5
1 1449#3.50" 2027#3.50" 2088#3.50" 1384#3.50"
T = f' 14 -0 1
C/L:3-10-4 C/L:10-5-12DI - EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 Over 4 Supports scale= 0.3750
S
WARNING: READ ALL NOTES ON THIS SHEET. Eng.Job: WO: 25020484
'',o,� `` T M C A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: Truss ID: TO5GR
',F`SS'1I1 N AL E o, CONTRACTOR. Dsgnr:JWS Chk: Date: 9-26-02
t,f t t wily TRUSS MANUFACTURING TC Live 20.0 psf DurFac-Lbr: 1.15
• COMPANY INC. BRACING WARNING: DurFac-Plt: 1.15
Bracing shown on this drawing is not erection bracing,wind bracing,portal bracing or similar bracing TC Dead 10.0 psf
which is a part of the building design and which must he considered by the building designer. Bracing Be Live 0.0 psf
PO BOX 418 O.C. Spacing: 24.0"
shWESTFIELD IND 46074 own is forc lateral support o trussat members p only td reduce buckling m length. P building
ui li in must be P
made to anchor lateral bracing at ends and specified locations determined by the Building designer. BC Dead 10.0 psf Design Criteria: TPI
Additional bracing of the overall structure may be required. (See HIB-91 of TPI). Code Desc: TPI 1-1995
WHERE QUALITY COUNTS (Truss Plate Institute,TPI,is located at 583 D'Onofrio Drive,Madison,Wisconsin 53719).
TOTAL 40.0 psf V:07.18.02-49669- 7
Design: Matrix Analysis JOB PATH: T:(TEE-LOKUOBSITECHSUPIMORGANIOOOOLOTIEMPLOYEEIMULROONY HCS: 06.02.02
I JB: MULROONY AC: 12121 WO:25020484 WE: TI: T05SC QTY:1
TC FORCE AXL BND CSI TOP CHORDS: 2x4 SPF #1/#2 (N) Joint Locations
1- 2 -572 0.00 0.43 0.44 BOT CHORDS: 2x4 SPF #1/#2 (N) 1) 0- 0- 0 4) 14- 4- 0 7) 3-11- 4
2- 3 -574 0.00 0.43 0.44 WEBS: 2x4 SPF STUD (N) All COMPRESSION Chords are assumed to be 2) 7- 2- 0 5) 10- 4-12 8) 0- 0- 0
GABLE STUD: 2x3 SPF #3 (N) continuously braced unless noted otherwise. 3) 14- 4- 0 6) 7- 2- 0
BC FORCE AXL BND CSI WEDGES: 2x4 SPF #1/#2 (N) This truss is designed to bear on multiple ----MAX. REACTIONS PER BEARING LOCATION
8- 7 -156 0.00 0.11 0.11 Continuous bearing support on bottom chord supports. Interior bearing locations should X-Loc Vert Horiz Uplift Y-Loc Type
7- 6 -173 0.00 0.10 0.10 from 3'11" to 10' 4" (average horiz. be marked on truss. Shim or wedge if 0- 0-12 516 594 0 BOT PIN
6- 5 420 0.10 0.12 0.22 reaction 92 plf) with max. vert. reaction necessary to achieve full bearing. 3-11- 4 84 0 0 BOT H-ROLL
5- 4 441 0.11 0.16 0.27 93 lb at joint= 5 and max. horiz. This truss *NOT* designed for wind load! 10- 4-12 93 0 0 HOT H-ROLL
reaction 594 lb at joint= 6 . PROVIDE HORIZONTAL CONNECTION PER SCHEDULE : 14- 3- 4 505 0 0 BOT H-ROLL
WEB FORCE WEB FORCE MAX LIVE LOAD DEFLECTION: Support 1 594#
2- 7 27 2- 5 32 L/999
2- 6 -29 L=-0.01" D=-0.01" T=-0.02"
RMB = 1.15 MAX HORIZONTAL TOTAL LOAD DEFLECTION:
T. 0.01
MAX HORIZONTAL LIVE LOAD DEFLECTION:
T= 0.01"
'I 7-2-0 7-2-0 j.
1 3
6.00 -6.00
5X8
a
. T
4-4-15 - 4-2-0
0-7-0 0-7-0
v 5X4 2X4 2X4 2X4 5X4
,,`1,sfltf►Ir++ ® 0 100 0 4140 414011111011414141411140 4110101010 40t:
oN�p E. qRc+�27rT51,
8 7 146 I4161-0- 517#1.50" 84#1.50" 94lt 1.50" 505//1.50" 1-0-0
_ 0 f° 14 4-0 0 I°(R1-1-7)
GABLE STNIICA S(24)2X4 C/L:3-11-4 C/L:10-4-12EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 Over 4 Supports Studs @ 1-4-0 o.c. scale = 0.3750
S WARNING: READ ALL NOTES ON THIS SHEET. Eng.Job: WO: 25020484
�:
�',63 v A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: Truss ID: TOSSC
�+',FSS10 N AL ',0 Dsgnr:JWS Chk: Date: 9-26-02
++r,l+tttttt% ` CONTRACTOR.
TRUSS MANUFACTURING TC Live 20.0 psf DurFac-Lbr: 1.15
BRACING WARNING:
�"-. ' COMPANY INC. Bracing shown on this drawing is not erection bracing,wind bracing,portal bracing or similar bracing TC Dead 10.0 psf DurFac-Plt: 1.15
which is a part of the building design and which must he considered by the building designer. Bracing
PO BOX 418 psf O.C. Spacing: 24.0"0 0.
shown is for lateral support of truss members only to reduce buckling length. Provisions must be BCLive
W ESTFI ELD IND 46074 made to anchor lateral bracing at ends and specified locations determined by the building designer. Design Criteria: TPI
Additional bracing of the overall structure may be required. (See HIB-91 of TPt). BC Dead 10.0 psf
WHERE QUALITY COUNTS (Truss Plate Institute,TPI,is located at 583 D'Onofrio Drive,Madison,Wisconsin 53719). Code Desc: TPI 1-1995
TOTAL 40.0 psf V:07.18.02-49670- 8
Design: Marti Analysis JOB PATH: T:ITEE-LOKUOBSITECHSUPIMORGANI0000LOT1EMPLOYEEIMULROONY HCS: 06.02.02
JB: MULROONY AC: 12121 WO: 25020484 WE: TI: VA010606 QTY.1
***** CUTTING ONLY **** _=mm Joint Locations
TOP CHORDS: 2x3 SPF #1/#2 (N) 1) 0- 0- 0 3) 3- 9- 0 5) 1-10- 8
BOT CHORDS: 2x3 SPF #1/#2 (N) . A11 COMPRESSION Chords are assumed to be 2) 1-10- 8 4) 3- 9- 0 6) 0- 0- 0
GABLE STUD: 2x3 SPF #3 (N) continuously braced unless noted otherwise. This truss *NOT* designed for wind load!
"I 1-10-8 1-10-8
1 3
6.00 -6.00
3X5 .
T _ T
0-11-4 0-11-4
!' I
2X5 2X4 2X5
4
`,� G STg L.F 6 5 _- . 4
No. F Oft 3.50" Oft 3.50"
STg64 2 le 3-9-0 -1
�N p OFFi'if - EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 Cont.Support Studs @ 4-0-0 o.c. scale=0.7500
7. 1ANA
WARNING: READ ALL NOTES ON THIS SHEET. Eng.Job: WO: 25020484
.,,'A�oF �',��� T M C A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: Truss ID: VA010606
,'1r FSSio N M- 0° Dsgnr:JWS Chk: Date: 9-26-02
''l l n l l t t CONTRACTOR.
TRUSS MANUFACTURING TC Live 20.0 psf DurFac-Lbr: 1.15
� BRACING WARNING: DurFac-Plt: 1.15
COMPANY INC. Bracing shown on this drawing is not erection bracing,wind bracing,portal bracing or similar bracing TC Dead 10.0 psf
PO BOX 418 which is a part of the building design and which must be considered by the building designer. Bracing BC-Live 0.0 f O.C. Spacing: 24.0"
shown is for lateral support of truss members only to reduce buckling length. Provisions must be I�
WESTFIELD IND 46074 made to anchor lateral bracing at ends and specified locations determined by the building designer. Design Criteria: TPI
Additional bracing of the overall structure may be required. (See HIB-91 of TP1). BC Dead 10.0 psf
WHERE QUALITY COUNTS (Truss Plate Institute,TPI,is located at 583 D'Onofrio Drive,Madison,Wisconsin 53719). Code Desc: TPI 1-1995
TOTAL 40.0 psf V:07.18.02-49671- 9
JOB PATH: T:ITEE-LOKVOBSITECHSUPlMORGANI0000LOTIEMPLOYEEIMULROONY HCS: 06.02.02
I JB: MULROONY AC: 12121 WO:25020484 WE: TI: VA020606 QTY:1
CUTTING ONLY **** Joint Locations
TOP CHORDS: 2x3 SPF #1/#2 (N) 1) 0- 0- 0 3) 7- 9- 0 5) 3-10- 8
BOT CHORDS: 2x3 SPF #1/#2 (N) All COMPRESSION Chords are assumed to be 2) 3-10- 8 4) 7- 9- 0 6) 0- 0- 0
GABLE STUD: 2x3 SPF #3 (N) continuously braced unless noted otherwise. This truss *NOT* designed for wind load!
41
3-10-8 3-10-8
1 3
6 0000 -6.00�
3X5
l' —
1-11-4 1-11-4 •
♦ — P
2X5 2X4 2X5
%O� E. qRc / 7-9-0 A - /
` G STf, es',,,, � 6 5 _- . 4
Q� No. ct', 0#3.50" 0#3.50"
16442 = 7-9-0 a{
STATE OF = II
_* �N D�ANA--- W EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 Cont.Support Studs @ 4-0-0 o.c. scale=0.7500
%"r3 \���izti T M C WARNING: READ ALL NOTES ON THIS SHEET. Eng.Job: WO: 25020484
A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: Truss ID: VA020606
�'�'`�FSSi F��`" Dsgnr:JWS Chic: Date: 9-26-02
rrf 0 N Al �.` CONTRACTOR. g
f'l/111111% TRUSS MANUFACTURING TC Live 20.0 psf DurFac-Lbr: 1.15
BRACING WARNING:
�.+. COMPANY INC. Bracingshtnvn on this drawingis not erection bracing,wind bracing,portal bracingor similar hracin• TC Dead 10.0 psf DurFac-Plt: 1.15
� � B• 6
PO BOX 418 which is a part of the building design and which must be considered by the building designer. Bracing O,C, Spacing: 24.0"
shown is for lateral support of truss members only to reduce buckling length. Provisions must be BC Live 0.0 psf P g
WESTFIELD IND 46074 made to anchor lateral bracing at ends and specified locations determined by the building designer. BC Dead 10.0 psf Design Criteria: TPI
Additional bracing of the overall structure may he required. (See HIB-91 of TN). Code Desc: TPI 1-1995
WHERE QUALITY COUNTS (Truss Plate Institute,TPI,is located at 583 D'Onofrio Drive,Madison,Wisconsin 53719).
TOTAL 40.0 psf V:07.18.02-49672- 10
JOB PATH: T:ITEE-LOKUOBSITECHSUPIMORGANI0000LO11EMPLOYEEIMULROONY HCS: 06.02.02
JB: MULROONY AC: 12121 WO:25020484 WE: TI: VA030606 QTY:1
CUTTING ONLY **** Joint Locations
TOP CHORDS: 2x3 SPF #1/#2 (N) 1) 0- 0- 0 5) 11- 9- 0 9) 2-10- 8
HOT CHORDS: 2x3 SPF #1/#2 (N) All COMPRESSION Chords are assumed to be 2) 2-10- 8 6) 11- 9- 0 10) 0- 0- 0
GABLE STUD: 2x3 SPF #3 (N) continuously braced unless noted otherwise. 3) 5-10- 8 7) 8-10- 8
This truss *NOT* designed for wind load! 4) 8-10- 8 8) 5-10- 8
, 5-10-8 k 5-10-8 y
1 2 3 4 55I
6.00 -6.00
3X5
I
2X4 2X4 - T
2-11-4 2-114
I
2X5 2X4 2X4 2X4 2X5
,% ON\p E• qR�,,, ,i t 11-9-0 I•• �'
G No.E c" /: 10 9 8 -- . 7 6'
Q 1�42 OA 3.50" 0#3.50"
STATE OF 11-9-0
N p1A NA EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 Cont.Support Studs 0 3-0-0 o.c. scale=0.5000
%, t3p \�(4., WARNING: READ ALL NOTES ON THIS SHEET. Eng.Job: WO: 25020484
'' O V A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dwg: Truss ID: VA030606
�,''.,FSS/0 N AL ��`v,' CONTRACTOR. W Dsgnr:JS Chk: Date: 9-26-02
„t I f t I t t
TRUSS MANUFACTURING TC Live 20.0 psf DurFac-Lbr: 1.15
BRACING WARNING:
/4,.....,_+ , COMPANY INC. Bracingshown on this drawingis not erection bracing,wind bracing,portal bracing or similar bracing TC Dead 10.0 f DurFac-Plt: 1.15
� � B. b 6 (�
PO BOX 418 which is a part of the building design and which must be considered by the building designer. Bracing BC LiVe 0.0 Sf O.C. Spacing: 24.0"
WESTFIELD IND 46074 shown is for lateral support of truss members only to reduce buckling length. Provisions must he p
made to anchor lateral bracing at ends and specified locations determined by the building designer. BC Dead 10.0 psf Design Criteria: TPI
Additional bracing of the overall structure may be required. (See HIB-91 of TPI). Code Desc: TPI 1-1995
WHERE QUALITY COUNTS (Truss Plate Institute,TPI,is located at 583 D'Onofrio Drive,Madison,Wisconsin 53719).
TOTAL 40.0 psf V:07.18.02-49673- 11
JOB PATH: T:1TEE-LOKUOBSITECHSUPIMORGAN10000LOTIEMPLOYEEIMULROONY HCS: 06.02.02