HomeMy WebLinkAbout 0082.00 Truss PlansQUAN TYPE SPAN Pl-H1 OVERHANGS
2 4:3 150000 10 0 t,
�r
,: �.
6-09-15
7-06-00
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.4x6 II
fxa= rxa=
15-DO-00
-TOB
526000E
UriiStar.--
Version 39.5.3
DL+LL. DEFL =0.09"
IN.A-E
NOTES:
RUN "DATE:,
10- 4-96,
LL DEFL = 0.04n <
BRG-SPAN/360
1. TRUSSES MANUFACTURED BY -
SPAN/DEFL (DL+LL)
= 999
PRECISION TRUSS SYS.
+, 2-,PLY TRUSS •
PLATES ARE FOR :EACH PLY
f
-
PLATING CONFORMS TO UBC
CSI SIZE LUMBER FB
(ILBO 4994, UILHR 940003-N)
TOP 0.141 2X 4.SP-#2 1500
PLATE VALUES MAY BE VERIFIED
9TM`0.89 2X 6 SP=#1 1650
WITH ROBBINS ENGINEERING.
WBS0.67 2X 4 SPF.-93 750
GRIP BASED ON SPF/SYP LUMBER
LUMBER STRESS INCREASE: 15.0%
USING GROSS AREA TEST.
PLATES - 20 GAUGE .LOCK
LATERAL BRACING: -
'GRIPPING'365-243 PSI.PER PAIR.
TOP CHORD - CONTINUOUS
.INCLUDES 15.0% INCREASE
BTM CHORD - CONTINUOUS
TENSION 1165- 480 PLI PER PAIR
TRUSS'SPACING - 24.0 IN.
SHEAR 744`- 458 PLI PER PAIR
LOADING LIVE DEAD (PLF)
JTTYPE PLATE SIZE X Y
TOP CHO 40.0 20.0
A2001 4.00 X,6.00 3.5 2.4
BTM•CHD 270:0 290.0
B 301OR 4.00 X'6.00 2.3 CTR
TOTAL- 310-0 310.0 620.0
C 2001 4.00 % 6.00. 3.5 2.4
-
D 1010 7.00 X 8.00, CTR 3.5
SUPPORT CRITERIA'
E 1010 7,:00 X 800 CTR 3.5
JT, REACT WIDTH JT, REACT WIDTH
F 1001 2.00 X 4.00 CTR CTR
LBS IN.SX• - LBS' IN-SX
G 1001 2.00 .X 4.00 CTR CTR
A 44�69' .3--,8 C. 4469 3- ''8
R = PLATE IS ROTATED BY 90 DEG
LEFT' RIGHT
HEEL 21N - 6SX 21N - 6SX
MEMBER F.ORCES';(LBS) -EACH. PLY
°TOP :CHORDS
A-F = 2353 C: F.-B 2314. C
B-G = 2314-C -GTC 2353 C '
BOTTOM CHORDS -
A-E = 1808 'T E-D' = 1230 T
D-.0 = °1808 T
WEBS
88 'T '.E-.B1 = 1529 T
'--" B=D = 1529 T 'D-G; _ 88 C
2. ANALYSIS CONFORMS TO
TPI-85 (NDS-91).
3. PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS.
4. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 284 LBS.
5. GIRDER CONDITION:
TIE-IN TRUSSES ON BTM CHD
WITH SPAN OF 29'- 0"
6. USE PROPERLY RATED HANGERS
FOR LOADS FRAMING. INTO
GIRDER TRUSS.
7. 2 COMPLETE TRUSSES REQUIRED.
FASTEN TRUSSES TOGETHER W/
10d NAILS AS EACH.LAYER IS
APPLIED,STAGGERED AS FOLLOWS
MEMBER ROWS SPACING(IN)
TOP CHD 1 12.0
BTM CHD 2 9.5
WEBS 1 12.0
PLUS .CLUSTERS OF NAILS.IF
SHOWN.
1. M
15515
STATE OF
,QUAN TYPE SPAN P1-Hl OVERHANGS
4 SCIS 29.0000 7 1008 0
JOB
526000F
4X611
NO 4-05 B NO 4-05
8.09-13
UniStar -- Version 39.5.3
RUN DATE: TO- 4-96
CSI SIZE LUMBER 1.15FB
TOP 0.78 2X 4 SP-DSS 3510
BTM 0.86 2X 4 SP-#2 1720
WBS 0.82 ZX 4 SPF-#3 865
LUMBER STRESS INCREASE: 15.OX
REPETITIVE MEMBER STRESS USED.
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM -CHORD - CONTINUOUS
ONE BRACE - G-D D-H
TRUSS SPACING - 24.0 IN.
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
SUPPORT CRITERIA
JT, REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
A 1136 3- 8 C 1136 3- 8
LEFT
RIGHT
HEEL
DIN. - 4SX DIN
- 4SX
MEMBER
FORCES (LBS)
TOP CHORDS
A-G =
3365 C G-B =
2279 C
B-H =
2279 C H-C =
3365 C
BOTTOM CHORDS
A-F =
3028 T F=D =
3028 T
D-E =
3028 T E-C =
3028 T
WEBS
F-G =
143 T G-D=
939 C
D-B =
1877 T D-H =
939 C
E-H =
143 T
DL+LL DEFL = 0.6011r IN B-H
LL .DEFL = 0.241-,< BRG-SPAN/360
DL+LL HORZ- =-0.41" AT C
SPAN/DEFL (DC+L,L) =,578
PLATING CONFORMS TO UBC
(ICBO 4994, Di LHR 940003-N)
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS ENGINEERING.
GRIP BASED ON SPF/SYP LUMBER
USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCK
GRIPPING 365-243 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION. 1165. 480,PLI PER PAIR
SHEAR 744- 458 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2101 4.00 X 6.00 7.6 3.0
B 3001R 4.00 X 6.00 2.9 CTR
C 2101 4.00 X 6.00 7.6 3.0
D 6070 6.00 X 8.00 CTR CTR
E 1001 2.00 X 4.00 CTR CTR
F 1001 2.00 X 4.00 CTR CTR
G 1050 3.00 X 4.00 CTR CTR
H 1050 3.00 X 4.00 CTR CTR
R = PLATE IS ROTATED BY 90 DEG
NOTES:
1. TRUSSES MANUFACTURED BY -
PRECISION TRUSS SYS.
2. ANALYSIS CONFORMS TO
TPI-85 (NDS-91).
3. BUILDING DESIGNER IS
RESPONSIBLE FOR ADEQUATE
DESIGN OF TRUSS TO BRG
PLATE CONNECTION WHICH
ALLOWS 0.41 INCHES OF
HORZ. MOVEMENT AT JOINT C
4. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 351 LBS.
V. M p
�. 15515
1t STATE OF
ON Al
QUAN TYPE SPAN Pl-Hl .OVERHANGS
5,SCIS 290000 7 1008 0
4x6 11
8-09-13
JOB
526000F
UniS[ar -- Version 39.5.3 PLATING CONFORMS. TO UBC NOTES:
RUN DATE: 10- 4-96 (QCBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS.
CSI SIZE LUMBER 1.15FB WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO
TOP -0.78 2X 4 SP-DSS 3510 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91).
BTM 0.86 2X 4 SP-#2 1720 USING GROSS AREA TEST. 3. BUILDING DESIGNER IS
WBS 0.82 ZX 4 SPF-#3 865 PLATES - 20 GAUGE LOCK RESPONSIBLE FOR ADEQUATE
LUMBER STRESS INCREASE: 15.0% GRIPPING 365-243 PSI PER PAIR DESIGN OF TRUSS TO BRG
REPETITIVE MEMBER STRESS USED. INCLUDES 15.0% INCREASE PLATE CONNECTION WHICH
TENSION 1165- 480 PLI PER PAIR .ALLOWS 0.41 INCHES OF
LATERAL BRACING: SHEAR 744- 458 PLI PER PAIR HORZ. MOVEMENT AT JOINT C
TOP .CHORD'- CONTINUOUS 4. ANCHOR TRUSS FOR A TOTAL
BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y HORIZONTAL LOAD OF 351 LBS.
�_. ONEBRACE - G-D D-H A 2101 4.00 X 6.00 7.6 3.0
TRUSS SPACING - 24.0 IN. 8 3001R 4.00 X 6.00 2.9 CTR
C 2101 4.00 X 6.00 7.6 3.0
LOADING LIVE DEAD (PSF) D 6070 6.00 X 8.00 CTR CTR
TOP CHO 20.0 10.0 E 1001 2.00 X 4.00 CTR CTR
BTM CHD 0.0 10.0 F 1001 2.00..X 4.00 CTR: CTR o' \ � MOe
TOTAL 20.0 20.0. 40.0 G 1050 3.00 X 4.00 CTR CTR 'N•.,.•••••••.
H 1050 3.00 X 4.00 CTR CTR GAS TfH •• 7�
SUPPORT CRITERIA Zi
JT REACT WIDTH JT REACT WIDTH R = PLATE IS ROTATED BY 90 DEG 15515
: a
LBS 'IN-SX LBS IN-SX �� .t+.1t
A 1136, 3- 8 C 1136 3. 8 70� STATE OF .w€
��lr•'�•f�/N
HEEL DINLEFT 4SX GINRIGH4SX�ONAL•`�
MEMBER FORCES (LBS) �Z4'74, jgjj@
TOP CHORDS
A-G = 3365 C� G-B - 2279 C
B-H = 2279.0 H--C = 3365 C
BOTTOM CHORDS
A-F = 3628 T F=D = 3028 T
D-E = 3028 T E-C= ,3028`T
WEBS
F-G = 143 T G-D = 939' c'
D-B = 1877 T D-.H = 939 C.
E-H = 143 T
DL+LL,DEFL = 0.604'IN B-.H
LL, DEFL = 0.24°-< BRG'-SPAN/360
DL+LL HORZ.=0.41"'AT C
SPAN/DEFL (DL+LL) = 578
QUAN TYPE SPAN Pl-H1 OVERHANGS
11 FL. 2190000 7 1068 0
8-09-13
.._ _. 4x4= --
Sx4= SK6= 3x4=
m
0
14-06-00 i _ 14-06-00
r@- 29-00-00
UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES:
RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003'N) 1. TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS.
CSI SIZE LUMBER 1.15FB WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO
TOP 0.63 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER. TPI-85 (NDS-91).
BTM 0.73 2X 4 SP-#2 1720 USING GROSS AREA TEST,. 3. ANCHOR TRUSS FOR A TOTAL
WBS -0.41 2X 4 SPF-#3 865 PLATES - 20 GAUGE LOCK HORIZONTAL LOAD OF 351 LBS.
LUMBER STRESS INCREASE: 15.0% GRIPPING 365-243 PSI PER PAIR
REPETITIVE MEMBER STRESS USED. INCLUDES 15.0% INCREASE
TENSION 1165- 480 PLI PER PAIR
LATERAL BRACING: SHEAR 744- 458 PLI PER PAIR HtID
TOP CHORD - CONTINUOUS n� p
TRUSSBIN CHORD SPACINGCONT 24UOU IN. AT TYPE 2001 4.00EX 4.00 4.6 3.5 IY7 o'rd
B 3010 4.00 X 4.00 CTR 2.2 Az
LOADING r�ci
LOADING LIVE DEAD (PSF) C 2001 4.00 X 4.00 4.6 3.5 � Q .., 1 S
TOP CHO 20.0 10.0 D 1010 3.00 X 4.00 CTR CTR 15
J + 5
BTM-CHD 0.0 10.0 E 1010 3.00 X 4.00 CTR CTR W
TOTAL 20.0 20.0 40.0 F 1001. 2.06 X 4.00 CTR CTR Y'1 gTA1'E CIF L.tl rr
.G 1061 2-00 X 4.00 CTR CTR �O T
SUPPORT CRITERIA S1 1100 3.00 X 6.00 CTR 0.2 �!`'•.,�N D 11•,.'•�
JT REACT WIDTH JT REACT WIDTH �,(� "••
LBS IN-SX LBS IN-SX �t110NNv
A 1136 3- 8 c 1136 3- 8 41zl"m 0\0
LEFT RIGHT
HEEL OIN - 4SX DIN - 4SX
MEMBER' FORCES (LBS)
TOP CHORDS
A-F = 1639-C F-8 = 1438 C
B-G' = 1438C G•C = 1639 C
BOTTOM CHORDS
A-E = 1416 T E.-S1 = 958 T
S1-D = 958 T D-C = 1416 T
WEBS
F-E = 369 C E-B = 587 T
B-D = 587 T D-G = 369 C
DL+LL DEFL = 0.29" IN B-G
LL DEFL = 0.06" < BRG-SPAN/360
SPAN/DEFL (DL+L0 = 999
;QUAN ;TYPE SPAN
4 •FI, 290000
7 1068 1008
8-09-13
HO 4-05 4x4=
B` HO 4-05
JX4= sxc= 5x4=
m m
0 0
TC I 14-06-00 14-06-00
BC -I 1 29-00-00
29-00-00
UniStar -- Version 39.5.3
PLATING
CONFORMS TO UBC
NOTES:
RUN DATE: 10- 4-96
(ICBO 4994,
DILHR 940003-N)
1. TRUSSES MANUFACTURED BY -
PLATE VALUES
MAY BE VERIFIED
PRECISION TRUSS SYS.
CSI SIZE LUMBER 1.15FB
WITH ROBBINS
ENGINEERING.
2. ANALYSIS CONFORMS TO
TOP 0.63 2X 4 SP-#2 1720
GRIP BASED
ON SPF/SYP LUMBER
TPI•85 (NDS-91).
BTM 0.73 2X 4 SP-#2 1720
USING GROSS
AREA TEST..
3. ANCHOR TRUSS FOR A TOTAL
WSS 0.41 2X 4 SPF-#3 865
PLATES -
20 GAUGE LOCK
HORIZONTAL LOAD OF 351 LBS.
LUMBER STRESS INCREASE: 15.0%
GRIPPING
365-243 -PSI PER PAIR
REPETITIVE MEMBER STRESS USED.
INCLUDES
15.0% INCREASE
TENSION
1165- 480 PLI PER
PAIR
.. LATERAL BRACING:
SHEAR
744- 458 PLI PER
PAIR
TOP. CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
JT TYPE
PLATE SIZE X
Y
TRUSS SPACING - 24.0 IN.
A 2001
4.OD X 4.00 4.6
3.5
M e
8 3010
4.00 X 4.00 CTR
2.2
\� .........0'r,�
LOADING LIVE DEAD (PSF)
C 2001
4.00 X 4-.00 4.6
3.5MAP
TOP CHD 20.0 10.0
D 1010
3.00 X 4.00 CTR
CTR
BTM CHD' 0.0 10.0
-20.0
E 1010
3.60 % 4.00 CTR
CTR
S
- 15515 ;�
TOTAL 20.0 40.0
F 1001
2.00 X 4.00 CTR
CTR
€
SUPPORT CRITERIA
G 1001
Sl 1100
2.00 % 4_00 CTR
3.00 % 6.00 CTR
CTRt•
0.2
STATE OF tyj
•,• Y.
'
JT REACT WIDTH JT REACT WIDTH
S
A �1136 1'3-58 C 1.136 X LBS 13=58
�� E
%' •. fVOl),-%LB
' (` '70NAI
�+RnnnnnlnY6
LEFT RIGHT
HEEL OIN - 4SX DIN - 4SX
MEMBER FORCES (LBS)
TOP CHORDS
A-F = 1639 C F-.8 1438 C
B-G = 1438 C G-C 1639 C
BOTTOM CHORDS
A-E = 1416 T E-S1= 958 T
S1-D = 958 T D-C = 1416 T
WEBS'
F-E = 369 C E-B = 587 T
B-D = 587 T D-G = 369 C
DL*LL DEFL=.0.29-- IN B-G
LL DEFL = 0:06" < BRG-SPAN/360
SPAN/DEFL (DL+LL) = 999
-QUAN TYPE SPAN 'P1-H1 OVERHANGS
11,G16- 290000 7 1008 0
7
HO 4.05
8-09-13
3x4=
m
TC�
i2X411
12 BB'
7 2A 11
AA
2A 11
2x4 IP Z
Y T1
2x4 II
2x4 11 x
4x4=.
2x4j11 B, 2x411
EE FF 2A 11
II GG
2x4 II
HH 2x4 11
I I 2x4 11
JJ
NO 4-05
2x4 II
KK 2x4 11
LL 2x4 11
MM 2x4 11
NN
V�
�
OI � R 0
411
Z
Ll
0 0
2x4 11
Lx4 11
2X
T
[
D
2x 4 11
0
M
K I G E
E
Zx411
S 2x411
2x411
N 5x16=
2x4 11 J 2A 11 H Zx411 F 2x4 11 D
2x411
2x4 II L
2x4 11 Zx411 2x4 11 2x411
2x4 11
14-06-00
_ _
I
14-06-00
00 T
o
2-'
2�0o-� o
0 0 0 0 0 0 0
UniStar -- Version 39.5.3
RUN DATE:. 10- 4.96
CSI SIZE LUMBER 1.15FB
TOP 0":05 2X 4 SP-#2 1720
BIM 0. 02 2X 4 SP-#2. 1720
WBS 0.12 2X 4;SPF-#3 865
LUMBER STRESS INCREASE: 15.0%
REPETITIVE MEMBERSTRESS USED.
LATERAL.' BRACING:
TOP ,CHORD 7- CONTINUOUS
BTM CHORD - CONTINUOUS
ONE BRACE --M-B
TRUSS SPACING - "24.0 IN.
LOADING LIVE DEAD (PSF)
TOP CHO 20.0 10.0
BTM CHO 0.0 10.0
TOTAL 20.0 20.0 40.0
SUPPORT CRITERIA
BOTTOM CHORD CONTINUOUSLY
SUPPORTED ALONG ENTIRE LENGTH.
HEEL DINLEFT4SX DINRIGN4SX
MEMBR CST P(LBS) Ma1ST Ma2ND
TOP CHORDS
A-W 0.05 6 C 0 -309
W-X 0.05 20 L 309 -68
XrY 0.02 11 C 68 -111
Y-Z 0.02 12 C 111 -106
Z-AA 0.02 12 '.0 106 -106
AA -BB 0.02 12 '.0 106 -106
BB -CC 0.02 12 C 106 -106
CC-00 0.02 12 C 106 -110
DD-.EE?0.02 12 C 110 -106
EE-B "0.02 15 C 106 0
B-FF 0.02 _ 15 C 0 -106
FF-GG 0.02 12 C 106 -110
GG-HH 0.02 '-12 C 1.10 -,106
HH-II 0.02 12 C 106 -106
II-JJ 0.02 12C 106 -106
JJ-KK 0.02 12 C 106 -106
KK-LL .0.02 12 -.0 106 -111
LL-MM 0.02 11 C 111 -68
MM-NN 0.05 20 C 68 -309
NN-C 0.05 6 C 309 0
BOTTOMCHORDS
A'V 0.02 10 T 0 -108
V-U '0.02 10 T 108 -16
U-T 0,01 10 T 16. -40.
T-S 0.01 10 T 40 -34
S-R 0.01 10,T 34 -35
R-O 0.01 10 T 35' -35'.
A-P 0.01 10 T 35 -36;
'P"-0 0.01 10 'T36 -32�
MEMBR CST P(LBS) Ma1ST Ma2ND
0-N 0.01 10 T 32 -45
N-M 0.01 10 T 45 0
M-L 0.01 10 T 0 -45
L-K 0.01 10 T 45 -32
K-J 0.01 10 T 32 -36
J-1 0.01 10 T 36 -35
T-H 0.01 10 T 35 -35
H-G 0.01 10 T 35 -34
G-F 0.01 10 T 34 -40
F-E 0.01 10 T 40 -16
E-0 0.02 10 T 16 -108
D-C 0.02 10 T 108 0
WEBS
V-W = 133 C U-X = 63 C
T-Y = 83 C S-Z = 80 C
R-AA = 81 C 0-B8 = 81 C
P-CC = 80C O-DD = 81 C
N-EE = 87 C M-B = 55 C
L-FF = 87 C K-GG = 81 C
J-HH = 80 C 1-II = 81 C
H-JJ.= 81 C .G-KK = 80 C
F-LL = 83 C E-MM a 63 C
D-NN = 133 C
DL+LL DEFL = 0.00" IN A-W
LL DEFL < BRG-SPAN/360
SPAN/DEFL (DL+LL) = 999
PLATING CONFORMS TO UBC
(ICSO 4994 DILHR 940003-N)
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS ENGINEERING.
GRIP BASED ON. SPF/SYP LUMBER
USING GROSS AREA TEST.
PLATES --20 GAUGE LOCK
GRIPPING 365-243 PSI PER PAIR
INCLUDES 15.0% INCREASE4.
TENSION 1165- 480 PLI PER PAIR
SHEAR 744- 458 PLI PER PAIR
JT TYPE PLATE SIZE' X Y
A 2001 3.00 X 4.00 5.3 3.4
B 3001 4.00 X 4.00 CTR" 2.2
C 2001 3.00 X 4.00: 5.3 3.4
D 1001 2.00 X 4.00 -CTR CTR
E 1001 2.00 X 4.00 CTR CTR
F 1001 2:00 X 4.00 'CTR. CTR
G" 1001 2.00 X 4.00 CTR CTR
H 1001 2.00 X 4.00 CTR CTR
1 1001 '2.00 X 4.00 CTR CTR
J "1001 2.00 X 4.00 CTR CTR
K 1001' 2.00 X 4.00 CTR CTR
L 1001 2.00 X 4.00 CTR CTR
M 1191 5.00 X16.00 8.0 3.0
N 1001 2.00 X 4.00 CTR CTR
0 1001 2.00 X 4.00 CTR CTR
P 1001 2.00 X. 4.00 CTR CTR
G 1001 2.00 X 4.00 CTR "CTR.
3x4=
C
R 1001 2.00 X 4.00 CTR CTR
S 1001 2.00 X 4.00 CTR CTR
T 1001 2.00 X 4.00 CTR CTR
U 1001 2.00 X 4.00 CTR CTR
V 1001 2.00 X 4.00 CTR CTR
W 1001 2.00 X 4.00 CTR CTR
X 1001 2.00 X 4.00 CTR CTR
Y 1001 2.00 X 4.00 CTR CTR
Z 1001 2.00 X 4.00 CTR CTR
AA 1001 2.00 X 4.00 CTR CTR
B8 1001 2.00 X 4.00 CTR CTR
CC 1001 2.00 X 4.00 CTR CTR
DO 1001 2.00 X 4.00 CTR CTR
EE 1001 2.00 X 4.00 CTR CTR
FF 1001 2.00 X 4.00 CTR CTR
GG. 1001 2.00 X 4.00 CTR CTR
HH 1001 2.00 X 4.00 CTR CTR
11 1001 2.00 X 4.00 CTR CTR
JJ 1001 2.00 X 4.00 CTR CTR
KK 1001 2.00 X 4.00 CTR CTR
LL 1001 2.00 X 4.00 CTR CTR
MM 1001 2.00 X 4.00 CTR CTR
NN 1001 2.00 X 4.00 CTR CTR
NOTES:
1. TRUSSES MANUFACTURED BY -
PRECISION TRUSS SYS.
2. ANALYSIS CONFORMS TO
TPI.85 (NOS-91).
3. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 351 LBS.
�15515�
'0 W
��.� STATE OF .tj
210NAL %4�e`
ROAN TYPE SPAN Pi -Hi OVERHANGS JOBRg
'1 SCSS 80000. 7 1008 1008 52600OF "R
4-05-14
UniStar -- Version 39.5.3
MEMBR CSI P(LBS) Ma1ST Ma2ND
RUN DATE: 10-. 4-96
C-F 0.20 130 C 211 598
0-8 = 222 C
C_SI SIZE LUMBER 1.15FS
\ TOP 0.19 2X 4 SP-#2
1720
DL+LL DEFL = 0.01'- IN K-N
_
' BTM 0.04 2X 4 SP-#2
1720
LL DEFL < BRG-SPAN/360
WES 0.20 2X 4 SP.F-#3
865
SPAN/DEFL (DL+LL) = 999
LUMBER STRESS INCREASE': 15.0%
REPETITIVE MEMBER STRESS
USED.
PLATING CONFORMS TO UBC
(ICED 4994, DILHR 940003-N)
LATERAL.BRACING:
PLATE VALUES MAY BE VERIFIED
TOP CHORD - CONTINUOUS
WITH ROBBINS ENGINEERING.
BTM CHORD - CONTINUOUS
GRIP BASED ONSPF/SYP LUMBER
TRUSS SPACING - 24.0 IN.
USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCK
LOADING LIVE DEAD (PSF)
GRIPPING 365.243 PSI PER,PAIR
TOP CHO 20.0 10.0
INCLUDES 15.0% INCREASE
BTM CHO 0.0 10.0
TENSION 1165- 480 PLI PER PAIR
TOTAL 20.0 20.0 40.0
SHEAR 744- 458 PLI PER PAIR
SUPPORT CRITERIA
JT TYPE PLATE SIZE X Y
BOTTOM CHORD CONTINUOUSLY
A 4203 2.00 X 4.00 CTR CTR
SUPPORTED ALONG -ENTIRE LENGTH.
B 3061 4.00 X 4.00 CTR 2.2
C 4203 2.00 X 4.00 CTR CTR
D 6001R 4.00 X 6.00 CTR CTR
MEMBR CSI, P.(LB S).M@1ST
Ma2ND
E 4100 3.00 X 4.00 CTR CTR
TOP CHORDS
F 4100 3.00 X 4.00 CTR CTR
E-H 0.10 75 C 598
502
G
H-J 0.10. 35 C 5502
'323
H
J-B 0.19 6 T -323
B-K 0.19 6 T 1135
-1135
,323
I
J " � A?, 2x A-
K-N 0.10 35tC -323
502
K
N-F 0.10 75 C -502
-598
L
BOTTOM CHORDS
N
A-G 0.04 33 T211
1.1
0
G-I 0.02 39 T ;-11
:-49'
I-D 0.01 37 T 49
-25
R = PLATE IS ROTATED BY 90 DEG
D-L 0.01 37 T 25'
-49
L-0 Od02 39 T' 49
11
0-C 0.04 33 T -1:1
-211
WEBS
A=E 0:20 130 C -21.1
-598
2x4 II
NOTES:
1. TRUSSES MANUFACTURED BY -
PRECISION TRUSS SYS.
2. ANALYSIS CONFORMS TO
TPI-85 (NDS-91).
3- ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 177 LBS.
_
QUAN
TYPE
SPAN
P1-H1
OVERHANGS
JOB
MARK
1
G115
150000,
10
1008 1008
526000E
9
HO 6-15'
6-09-15
c
2x4 11 2x4 11 2x4u 11 2xr4 11 2x4 11 2x4 11
HO 6-15
UniSLar --
Version 39.5.3
MEMBR
CSI
P(LBS)
Ma1ST
Ma2ND
PLATING CONFORMS TO UBC
RUN DATE:
10- 4-96
K-J
0.01
14 T
19
-39
(ICBO 4994, DILHR 940003-N)
J-1 ,0.01
14 T
39
-34
PLATE VALUES MAY BE VERIFIED
CSI
SIZE LUMBER
1.15FB
1-H
0.01
14 T
34
-36
WITH ROBBINS ENGINEERING.
TOP 0.05
2X 4 SP-#2
1720
H-G
0.01
14 T
36
-34
GRIP BASED ON SPF/SYP LUMBER
BTM 0.02
2X 4 SP-#2
1720
G-F
0.01
14 T
34
-39
USING GROSS AREA TEST.
---- WBS 0.06
2X 4 SPF-#3
865
F-E
0.01
14 T
39
-19
PLATES - 20 GAUGE LOCK
WDG@A
2X 4 SP-#2
E-D
0.02
14 T
19
-96
GRIPPING 365-243 PSI PER PAIR
WDGG)C
2X 4 SP-#2
D-C
0.02
14 T
96
0
INCLUDES 15.0% INCREASE
LUMBER STRESS INCREASE:
15.0%
WEBS
TENSION 1165- 480 PLI PER PAIR
REPETITIVE
MEMBER STRESS
USED.
L-M
= 126
C ,K-N
=
66 C
SHEAR 744- 458 PLI PER PAIR
J-0 =
83
C 1-P
=
87 C
LATERAL BRACING:
H-B =
45
C G-0
=
87 C
JT TYPE PLATE SIZE X Y
TOP CHORD
-. CONTINUOUS
F-R =
83
C E-S
=
66 C
A 2001 3.00 X 4.00 1.4 1.7
BTM CHORD
- CONTINUOUS
D-T =
126
C
B 3001 4.00 X 4.00 CTR 2.2
TRUSS SPACING - 24.0 IN.
.LOADING LIVE DEAD (PSF)
TOP CHO 20.0 10.0
BTM CHD 0.0 10.0
TOTAL. 20.0 20.0 40.0
SUPPORT CRITERIA
BOTTOM CHORD CONTINUOUSLY
SUPPORTED ALONG ENTIRE .LENGTH.
LEFT RIGHT
HEEL 21•11 6SX 2IN.- 6SX
MEMBR CSI P(LBS) Ma1ST Ma2ND
TOP CHORDS
A-M 0.05 '11 C 0 -273
MFN 0.05 26 C 273 -78
N-0 '0.02 16 C 78 -110
O-P 0.02 18-C 110 -110
P-B 0.02 22 C: 110 0
B-0 0.02 22 C. 0 -110
0-R,. 0.02 18 C '110 -110
R-S 0.02 16 C 110 -78
S-T 0.05 26 C 78 -273
T-CG 0.05 11 C 273. 0
BOTTOM CHORDS
A-L 0.02 14 T 0 -96
L-K 0.02 14 T 96 -19
DL+LL DEFL = 0.00" IN T-C
LL DEFL <'.BRG-SPAN/360
SPAN/DEFL (DL+LL) = 999.
15515
�• STATE OF
P
i�if`w'•.W D I ^�
C 2001 3.00 X 4.00 1.4 1.7
D 1001 2.00 X 4.00 CTR CTR
E 1001 2.00 X 4.00 CTR CTR
F 1001 2.00 X 4.00 CTR CTR
G 1001 2.00 X 4.00 CTR CTR
H 1001 2.00 X 4.00 CTR CTR
I 1001 2.00 X 4.00 CTR CTR
J 1001 2.00 X 4.00 CTR CTR
K 1001 2.00 X'4.00 CTR CTR
L 1001 2.00 X 4.00 CTR 'CTR
M 1001 2.001 4.00 CTR CTR
-N 1001 2.00 X 4.00 CTR CTR
0 1001 2.00 X.4.00 CTR CTR
P, 1001 2.00 X 4.00 CTR CTR
0 1001 2.00 X 4.00 CTR CTR
R 1001 2.00 X 4.00 CTR CTR
S 1001 2.00 X 4.00 CTR CTR
T 1001 2.00 X 4.00 CTR CTR
NOTES:
1. TRUSSES MANUFACTURED BY
PRECISION TRUSS SYS.
2. ANALYSIS CONFORMS TO
TPI-85 (NDS-91).
3. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 292 LBS.
r QUAX TYPE
1 VS'.A
SPAN
.130014
P1-H1
10
OVERHANGS
0' 0
JOB
Mpgg
5.05-06
6-06-07`
4x4=
c U C
2x4 II 2x4 11 3x4 J
13-00.14
UniStar -.- Versioni39.5.3 DL+LL DEFT. = 0.03" IN B-H NOTES:
RUN .DATE: TO- 4.96 LL DEFT. < BRG-SPAN/360 1. TRUSSES MANUFACTURED BY -
SPAN/DEFL (DL+LL) = 999 PRECISION TRUSS SYS.
CST SIZE 'LUMBER 1.15F8 2. ANALYSIS CONFORMS TO
._ TOP•0.18 2X 4 SP-.#2 1720 PLATING CONFORMS TO USC TPI-85 (NDS-91).
BTM 0.07 2X4 SP #2 1720 (ICBO 4994, DILHR 940003-N) 3. ANCHOR TRUSS FOR A TOTAL
UBS 0.09 2X 4 SPF43' '865 PLATE VALUES MAY BEVERIFIED HORIZONTAL LOAD OF 248 LBS.
LUMBER STRESS INCREASE: 15.0% WITH ROBBINS ENGINEERING.
REPETITIVE MEMBER STRESS USED. GRIP BASED ON SPF/SYP LUMBER
USING GROSS AREA TEST.
LATERAL BRACING: PLATES - 20 GAUGE LOCKyAtV/YH
TOP CHORD - CONTINUOUS GRIPPING 365-243 PSI PER PAIR o \. mop
BTM CHORD - CONTINUOUS INCLUDES 15.0% INCREASE �\`
S% � 4�
TRUSS SPACING - 24.0 IN. TENSION 1165- 480 PLI PER PAIR ;•G�5
SHEAR 744- 458 PLI PER PAIR Q J•� O ,
LOADING LIVE DEAD (PSF) �; �15515 :WE
TOP CHD 20.0 10.0 JT TYPE PLATE SIZE X Y VolTM CHD 0.0 10.0 A 2003 3.00 X 4.00 4.1 3.2 1-0.
STATE OF ; LV
TOTAL 20.0 20.0 40.0 B 3001 4.00 X 4.00 CTR 2.2
P
C 2003 3.'00 X 4.00 4.1_ 3.2 �;I`�'y•, 'NDIA�'C",F IA 0 1001 2.00 X 4.00 CTR CTR
` c
BOT,TOMT CHORDECONTINUOUSLY E 1001 2.00 X 4.00 CTR CTR "�017 n�
SUPPORTED ALONG' ENTIRE '.LENGT H. F 1001 2.00 X 4:00 CTR CTR1mlaaniwNlAL1nQ
G 1001 2.00 X 4.00 CTR CTR
LEFT RIGHT H 1001 2.00 X 4.00 CTR CTR _.
GIRD OIN - -OSX DIN - OSX
MEMBR CST P(L'BS) Ma1ST Ma2ND
TOP CHORDS
A-,G: 0 18 26 C 0 -1076
G-B 0.18 66 C '1076 0
B-H 0.18 66 C 0 -1076
H-C 0.18: 26 C 1076 0
BOTTOM CHOROS
A-F 0.05 '40 T 0 -247
F-E 0-.07 40 T .247 -356'
E-D '0.07 '40T 356 -247
-.D-IC 0.05 40 T 247 0
WEBS
F-G = '250 C E-B' 130 C,
D-H = '256 C
I. 1 VS,A 100105
10' 0 0
4-03-06
u C
2x4 11 3x4 o
10-03-05
5-01.11
UniStar --
Version 39.5.3
PLATING CONFORMS TO UBC
NOTES:
RUN DATE:
10- 4-96
(ICBO 4994, DILHR 940003-N)
1.
TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED
PRECISION TRUSS SYS.
CSI
SIZE LUMBER '1.15FB
WITH ROBBINS ENGINEERING.
2.
ANALYSIS CONFORMS TO
TOP 0.35
2X 4 SP-#2 1720
GRIP BASED ON SPF/SYP LUMBER
TPI-85 (NDS-91).
_
' BTM. 0.13
2X 4 SP-#2 1720
USING GROSS AREA TEST.
3.
ANCHOR TRUSS FOR A TOTAL
WBS 0.09
2X�4 SPF-#3 865
PLATES = 20.GAUGE LOCK
HORIZONTAL LOAD OF 194 LBS.
LUMBER STRESS
INCREASE: 15.0%
GRIPPING 365-243 PSI PER PAIR
REPETITIVE
MEMBER STRESS USED.
INCLUDES 15.0X INCREASE
TENSION 1165. 480'PLI PER PAIR
LATERAL BRACING:
SHEAR 744- 458 PL1 PER PAIR
TOP CHORD
- CONTINUOUSylput
BTM CHORD
TRUSS SPACING
- CONTINUOUS
- 24.0 IN.
JT TYPE PLATE SIZE % Y
A. 2003 3.00 X 4.00 4.1 3.2
Mk .......... 42k
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
.SUP PORT CRITERIA
BOTTOM CHORD CONTINUOUSLY
SUPPORTED ALONG ENTIRE LENGTH.
LEFT- RIGHT
GIRD DIN - OSX DIN - OSX
MEMBR CSI P(LBS) Ma_1_ST M@2ND
TOP CHORDS'
A-B 0.35 77 C 0 0
B-C 0.35 77 C 0 0
BOTTOM CHORDS'
A-D 0.13 59 T 0 -704
D-C 0..13 59 T 704 0
WEBS
D-B = 193 C
DL+LL DEFL = 0.1.1" IN A-B
LCDEFL a BRG-SPAN/360
SPAN/DEFL (DC+LL) 099
B 3001 4.00 X 4.00 CTR 2.2
C 2003 3.00 X 4.00 4.14 3.2
D 1001 2.00 X 4.00 CTR: CTR
-ILL
i
i
N TYPE SPAN P
1 VS.A 70511
3-01-06
10 0 0
3A 11
L
2x4 II 3x4 ��
7-05-11
3-08-14
UniStar -- Version 39_5.3
PLATING CONFORMS TO UBC
NOTES:
RUN DATE: 10-.4-96
(ICSO 4994, DILHR 940003-N) -
1. TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED
PRECISION TRUSS SYS.
/ CSI SIZE LUMBER 1.15FB
WITH ROBBINS ENGINEERING.
2. ANALYSIS CONFORMS TO
` STOP 0.18 2X 4'SP-#2 1720
GRIP BASED ON SPF/SYP LUMBER
TPI-85 (NDS-91).
BTM 0.07 2X 4 SP-#2 1720
USING GROSS AREA TEST.
3. ANCHOR TRUSS FOR A TOTAL
WBS 0.04 2X 4 SPF-#3 865
PLATES - 20 GAUGE LOCK
HORIZONTAL LOAD OF 141 LOS.
LUMBER STRESS INCREASE: 15.0%
GRIPPING 365-243 PSI PER PAIR
REPETITIVE MEMBER STRESS USED.
INCLUDES 15.6% INCREASE
TENSION 1165- 480 PLI PER PAIR
LATERAL BRACING:
SHEAR 744- 458 PLI PER PAIR
TOP CHORD - CONTINUOUS
00WW
CHORDSIM CONTINUOUS3Tw-
TRUSS SPACING4.0IN.
T
A2003 3LE OOX 4.00 4.1 3.2
L MQ
a'� \\`,.•••••••• 'r
B 3061R 3.00 X 4.00 2.2 CTR
.••G15TF14 -. �61
LOADING LIVE DEAD (PSF)
C 2003 3.00 X 4.00 4.1 3.2O>t
TOP CHO 20.0 10.0
D 1001 2.00 X 4.00 CTR CTR
15515 Ec>:€
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
R e PLATE IS ROTATED BY 90 DEG
OF :�
57gTE
Owl.• ;N[11
SUPPORT CRITERIA
CHORDBOTTOM
I.1aCPe C?4
<�0`^1N1('�•�•1,•`�
SUPPORTEDALONGNENTIRES LENGTH.
milmr ltlr q0
LEFT RIGHT
GIRD DIN - 70SX .DIN = OSX
MEMBR CSI P(LBS) Ma1ST Ma2ND
TOP. CHORDS-
A-8 0.18 56 C 0 0
B-C 0.18 56 C 0 0
BOTTOM CHORDS
A-D 0.07 43 T 0 -356
D-C 0.07 43'T .356 0
WEBS
D-B 136 C
DL+LL DEFL = 0.031, IN B-C
LL DEFL <-.BRG-SPAN/360•
SPAN/DEFL (DL+LL)='999
QUAN
TYPE
SPAN
P1-H1
OVERHANGS
1
TR
40802
10
0 0
1-11.06
BC
4-08-02
01
L
3x4 O
UniStar -- Version 39.5.3 PLATING CONFORMS .TO UBC NOTES:
RUN DATE: 10- 4-96 (ICBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS.
CSL SIZE LUMBER 1.15FB .WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO
'TOP 0.05 2% 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91).
.. 8TM 0.10 2X 4 SP-#2 1720 USING GROSS AREA TEST.
LUMBER STRESS INCREASE: 15.0% PLATES - 20 GAUGE LOCK
REPETITIVE MEMBER STRESS USED. GRIPPING.365-243 PSI PER PAIR
INCLUDES 15.0% INCREASE
LATERAL BRACING: TENSION 1165- 480 PLI PER PAIR TOP CHORD - CONTINUOUS SHEAR 744- 458 PLI PER PAIR \.•\ �. Moto A
BIM CHORD CONTINUOUS \` .STE .•'(�
TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y g� ..•GI Rt,•. �Jf
A 2003 3.00 % 4.00 4.1 3.2 3 ��
LOADING LIVE DEAD (PSF) B 3000 3.00 % 4.00 CTR 2.2 15515 ; a -
TOP CHO 20.0 10.0 C 2003 3.00 X 4.00 4.1 3.2
BTM CHO 0.0 10.0 �O t• STATE OF ZQ
TOTAL 20.0 20.0 40.0 Q •. * ; _
SUPPORT CRITERIA �`'�ON.IAL JT REACT WIDTH JT REACT WIDTH
LBS: IN-SX LBS IN-SX RB11110
A 166 3- 8 C 161 3. 8
LEFT RIGHT
GIRD DIN OSX DIN - OS%
MEMBER FORCES (LBS)
TOP CHORDS
A-B = 96 C 8-C 96 C
BOTTOM CHORDS
A-C = 74 T
WEBS
DL+LL DEFL = 0.01" IN A-C
LL. DEFL <.BRG-SPAN/360
SPAN/DEFL (DL+LL) = 999
QUAN TYPE SPAN P1-H1 OVERHANGS JOB MpRg
1 TR.A 11008 10 0 0
9-
3x4 /i 3x4 J
1.10.08
Uni Star --
Version 39.5.3
PLATING CONFORMS TO UBC
NOTES:
RUN DATE:
10. 496
(ICBO 4994, DILHR 940003-N)
1. TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED
PRECISION TRUSS SYS.
CSI
SIZE LUMBER,
1.15FB
WITH ROBBINS ENGINEERING.
2. ANALYSIS CONFORMS TO
TOP 0.01
2X 4 SP-#2'
1720
GRIP BASED ON SPF/SYP LUMBER
TPI.85 (NDS-91).
! BTM 0.01
2X 4 SP-.#2
1720
USING GROSS AREA TEST.
_ LUMBER STRESS
INCREASE:
15:0X
PLATES - 20 GAUGE LOCK
.
REPETITIVE
MEMBER STRESS
USED.
GRIPPING 365-243 PSI .PER PAIR
INCLUDES 15.0% INCREASE
LATERAL BRACING:
TENSION 1165. 480 PLI PER PAIR
TOP -CHORD
- CONTINUOUS
SHEAR 744- 458 PLI PER PAIR
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN.
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX'
A 54 3- 8 C .49 3- 8
LEFT RIGHT
GIRD OIN - OSX DIN - OSX
MEMBER FORCES (LBS)
.TOP CHORDS
A-B = 31 C B-C = 31 C
BOTTOM'CHORDS
A-C = 24 T
WEBS
DL+LL DEFL = 0.00" IN A-C
LL DEFL < BRG-SPAN/360
SPAN/DEFL (DL+LL) = 9.99
JT TYPE PLATE SIZE X Y .4F
A 2003 3.00 X 4.00 4.1 3.2. 3 15515 `:
B 3000 3.00 X. 4.00 CTR 2.2 p
C 2003 3.00 X 4.00 4.1 3.2 -C '
t STATE OF' : W
ell§6NA1
LN TYPE SPAN P1-H1 OVERHANGS
1.2.2 80600 100 0
4A0=
2x4 11
8-06-00
UniStar --
Version 39.5.3
PLATING CONFORMS TO UBC
NOTES:
RUN DATE:
10- 4-96
(ICSO 4994, DILHR 940003-N)
1.
TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED
PRECISION TRUSS SYS.
CSI
SIZE LUMBER
FB
WITH ROBBINS ENGINEERING.
2.
ANALYSIS CONFORMS TO
TOP 0.30
2X 4 SP-#2
1500
GRIP BASED ON SPF/SYP LUMBER
TPI-85 (NDS-91).
BTM 0.30
2X 6 SP-#1
1650
USING GROSS AREA TEST.
3.
ANCHOR TRUSS FOR A TOTAL
WBS 0.21
2X 4 SPF-.#3
750
PLATES - 20 GAUGE LOCK
HORIZONTAL LOAD OF 205 LBS.
LUMBER STRESS
INCREASE: 15..0%
GRIPPING 365-243 PSI .PER PAIR
4.
GIRDER CONDITION:
INCLUDES 15.0% INCREASE
TIE-IN TRUSSES ON BTM CHD
LATERAL BRACING:
TENSION 1165- 480 PLI PER PAIR
WITH SPAN OF 81-10"
TOP CHORD
- CONTINUOUS
SHEAR 744- 458 PLI PER PAIR
BTM CHORD
- CONTINUOUS
TRUSS SPACING
- 24.0 IN.
JT TYPE PLATE SIZE X Y
A
4000
2.00
X 4.00
2.5
1.0
LOADING LIVE DEAD (PLF)
B
3001R
3.00
X 4.00
2.2
CTRP
,(,�
,..�: o
TOP CHD 40.0 20.0
L
4000
2.00
X 4.00
2.5
1.0
;
BTM C
,
TERF<
TOTALHD 108.8 108.8 217.5
E
4110
3.0D
X 4.00
CTR
CTRQ
:�4iG',S
SUPPORT CRITERIA'
F
4110
3.00'%
4.00
CTR
CTR
IS 15515
' JT REACT WIDTH JT REACT WIDTH
R
= PLATE
IS ROTATED
BY 90
DEG
_a
t OF
LBS IN-SX LBS IN-SX
; STATE
A 924 3- 8 C 924 3• 8�NO.AaP
�gN AV F
MEMBER FORCES, (LBS)
""��dAnnnn,nn*���
TOP CHORDS
E-B = 568 C B-F = 568 C
BOTTOM CHORDS
A-D = 0 T D-,C = ,O T
WEBS
' A-E = 590.0 E-D = 448 T
D-B =.. 473 T D--F = 448 T
C-F = 590 C
DL+LL DEFL = OYD7" IN B-F
LL DEFL = 0.011' < BRG-SPAN_/360
SPAN/DEFL (DL+LL) = 999' -,
QUAN TYPE SPAN P1-HI OVERHANGS JOB MA7
1 MONO 100300 70 0 526000E R1
No 1-01=15
6-04-15
No 6-04-01
2x4 II
U U A C
2x4 11 2x4 11 2x4 11 2x4 11
TC 1 9-00-00
BC 2-04-04 1-04-00 1-04.00 1-04-00 -1-04-00 1 10204
9-00-00
UniStar -- Version 39.5.3
RUN DATE: 10- 4-96
CSI SIZE LUMBER 1.15FB
--' ' TOP 0.06 2X 4 SP-#2 1720
.BTM 0.03 2X 4 SP-#2 1720
WBS 0.06 2X 4 SPF-#3 865
LUMBER STRESS INCREASE: 15.0K
REPETITIVE MEMBER STRESS USED.
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN.
LOADING' LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0. 20.0 40.0
SUPPORT CRITERIA
BOTTOM CHORDS CONTINUOUSLY
..SUPPORTED ALONG ENTIRE LENGTH.
MEMBR
CSI
P(LBS).Ma1ST
Ma2ND
TOP CHORDS
E-J
0.06
15 C
181
-345
J-K
0.03.
8 C
189
'-106
K-L
0.02
3C
80
-120
L-M
0.02
2C
96
-118
M-N
0.02,
2 C
102
-104
N-B
0.02
,3' C
y90
-39
BOTTOM CHORDS
F-1
0.03
16 T
-25
-171
I-H
0.01
5 T
43
-45
H-G
'0.01
4 T
13
-51
i -.G-O
0.01
2 T
25
-44
.. D-A
0.01
,2 T
26
-46
A-C
0.01
`0 T
32
-.26
WEBS
F-E
0.03
37 C
•12
-90
MEMBR CSI P(LBS) Ma1ST Ma2ND
F-E 0.03 37 C 12 -90
I-J 0.05 116 C 127 155
H-K = 72 C G-L = 81 C
D-M = 81 C A-N = 83 C
C-B = 36 C
DULL OEFL = 0.00" IN E-J
LL DEFL < BRG-SPAN/360
SPAN/DEFL (DL+LL) = 999
PLATING CONFORMS TO UBC
(ICBO 4994, DILHR 940003-H)
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS ENGINEERING.
GRIP BASED ON SPF/SYP LUMBER
.USING GROSS AREA TEST.
PLATES -.20 GAUGE LOCK
GRIPPING 365.243 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1165 480 PLI PER PAIR
SHEAR 744- 458 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 1001 2.00 X 4.00 CTR CTR'
B 4200 2.00 X 4.00 CTR CTR
C 4594 2.00 X 4.00 2:0 1.8-
D 1001 2.00 X 4.00 CTR CTR
E 4100 2.00 X. 4'.00 1.5 1.0
F 4000 2.00 X 4.00 1.5 1.0
G 1001 2.00 k 4.00 CTR CTR
H 1001 2.00 X•4.00 'CTR CTR
I 1001 2.00 X 4.00 CTR- CTR
J 1001 2.00 X 4.00 CTR CTR
K 1001 2.00 X 4.00 CTR' CTR
L 1001 2.00 X 4.00 CTR CTR
M 1001 2.00 X 4.00 CTR CTR
N 1001 2.00 X 4.00 CTR CTR
NOTES:
1. TRUSSES MANUFACTURED BY -
PRECISION TRUSS SYS.
2. ANALYSIS CONFORMS TO
TPI-85 (NDS-91).
3. END VERTICAL(S) NOT
DESIGNED FOR WIND EXPOSURE.
4. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 253 LBS.
V
Q4
15515
STATE OF
QUAN TYPE •SPAN P1—H1 OVERHANGS JOB MARK
4 MONO 100300 7 0 0 526000F R17
_ HO 1-.01-15 HO 6-04-01
2x4 11
' B
6-04-15
c
3x4=
TC 9-00-00
BC 8.10-08
9-00-00 ED
UniS[ar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES:
RUN DATE: 10- 4'-96 (ICBO 4994, DILHR 940003-N) 1- TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS.
CSI SIZE LUMBER 1.15FB WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO
�•�. TOP 0.25 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91).
BTM 0.44 2X 4 SP-#2 1720 USING GROSS AREA TEST. 3. END VERTICAL(S) NOT
WBS 0.19 2X 4 SPF-#3 865 PLATES - 20 GAUGE LOCK DESIGNED FOR WIND EXPOSURE.
LUMBER STRESS INCREASE: 15.0% GRIPPING 365-243 PSI PER PAIR 4. ANCHOR TRUSS FOR A TOTAL
REPETITIVE MEMBER STRESS USED,. INCLUDES 15.0% INCREASE HORIZONTAL LOAD OF 253 L8S.
TENSION 1165- 480 PLI PER PAIR
LATERAL BRACING: SHEAR 744- 458 PLI PER PAIR
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y
TRUSS SPACING - 24.0 IN. B 4200 2.00 X 4.00 CTR CTR 'A e
LOADING LIVE DEAD (PSF) D 1012 3.00 X 4.00 CTR CTR \� �••••••O'r
TOP CHD 20.0 10.0 E 4100 2.00 X 4.00 CTR CTR �."Q- O
8TM CHD 0.0 10.0 F 4010 3.00 X 4.00 CTR CTR 1 55 1 5 ••,cc €
TOTAL 20.0 20.0 40.0
;W
-;0 STATE OF
SUPPORT CRITERIA
REACT WIDTH JTJT REACT WIDTH 0��•. �N01 P,�r1��
LBS IN-SX LBS IN-SX `-�i���•1V•�
F 360 3- 8 C 360 3- 8 -�QNAI
��YMknnnien't
MEMBER FORCES (LBS)
TOP CHORDS
E-D = O T D-B 0 T
BOTTOM CHORDS
F-C = 192 T
WEBS
F-E = 117 C F-D = 245 C
0-C = 225 C C-B = 154 L
DL+LL DEFL =. 0.341, IN F-C
LL DEFL < BRG-SPAN/3601
SPAN/DEFL (DL+LL) 314
P
JOB
7 10080
NO 1-01-15- NO 6-04-01
TC 11008
3x4=
R18
1.
- 9-00-00
UniStar --
Version 39.5.3
PLATING CONFORMS TO UBC
NOTES:
RUN DATE:
10- 4-.96
(ICSO 4994, D1LHR 940003-N)
1.
TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED
PRECISION TRUSS SYS-
CSI
SIZE LUMBER 1.15FB
WITH ROBBINS ENGINEERING.
2.
ANALYSIS CONFORMS TO
- TOP 0.25
2X 4 SP-#2 1720
GRIP'SASED ON SPF/SYP LUMBER
TPI.85 (NDS-91).
BIN 0.44
2X 4SP-#2 1720
USING GROSS AREA TEST.
3.
END VERTICAL(S) NOT
WBS 0.19
2X 4 SPF-#3 865
PLATES - 20 GAUGE LOCK
DESIGNED FOR WIND EXPOSURE.
LUMBER STRESS
INCREASE: 15.0%
GRIPPING 365-243 PSI PER PAIR
4.
ANCHOR TRUSS FOR A TOTAL
REPETITIVE
MEMBER STRESS USED.
INCLUDES 15.0% INCREASE
HORIZONTAL LOAD OF 253 LBS.
TENSION 1165- 480 PLI PER PAIR
-
LATERAL BRACING:
SHEAR 744- 458 PLI PER PAIR
TOP CHORD
- CONTINUOUS
BTM CHORD
- CONTINUOUS
JT TYPE PLATE SIZE X Y
410
TRUSS SPACING
- 24.0 IN.
B 4200 2.00 X 4.00 CTR 'CTR
C 4593 3.00 X 4.00 2.0 1.5
\�.�
,rn
G\5TER
.�.
FO�L�
LOADING
LIVE DEAD (PSF)
D 1012 3.00 X 4.00 CTR CTR
Q 2�4r
TOP CHO
20.0 10.0
E 4100 2.00 X 4.00 CTR CTR
15515
RIM CHD
0.0 10.0
F 4010 3.00 X 4.00 CTR CTR
;
TOTAL
20.0 20.0 40.0
��. STATE OF FL
SUPPORT CRITERIA
JT REACT WIDTH :JT REACT WIDTH
LBS IN-SX LBS 'IN-SX
F 360 3- 8 'C 360 3-8
MEMBER FORCES (LBS)
TOP CHORDS
E-D = 0 T D-.B 0 T
BOTTOM CHORDS
F-C = 192 T
WEBS
F-E = 117 C F-D = 245 C
D-C = 225 C C-B - 154 C
DL+LL DEFL = '0.34" IN F-C
LL DEFL < BRG=SPAN/360.
SPAN/DEFL (DL+LL) ='314
Ic
QQAN TYPE
SPAN
Pl-Hl
OVERHANGS
JOB
MARK
1 1316
20000.0
10
1008, '1008
152600OF
R19
4x4
=
NO 4-13
B
NO 4-13
2x4 11
2x4 11
V'-
W
.2x4 11 ,.
"2x4 II
U
x
12 2x411
2x4 It
10
T
Y
2x4 II
2x4 II
5
Z
8-08-13
TC
TC 2x4 11
2x4 11
6
6
AA
R
2x4 II
5
5
2x4 11
0
4
4
BB
3
3
3x4=
2
2 3x4=
A 1
1 C
AD
" M411 L411 �K 0 � IL
Q Q
411 x411
2x
2x x411
I
H
6
F E D
H J 2x4 11 2x4 II 2x4 11 2x4 11 2x4 11
2x4 11 2x4 11 2x4 It
0
0
TCI
I
10-00-00
10-00-00 I I
O.. L'VV-VV O O O O O O O OO OO O-L'VV-VV I
�m
UniStar -- Version 39.5.3 MEMBR CSI P(LBS) Ma1ST Ma2ND PLATING CONFORMS TO USC
RUN DATE: 10. 4.96 G-F 0.01 14 T 34 -37 (ICSO 4994 DILHR 940003-N)
F-E 0.01 14 T 37 -27 PLATE VALUS MAY BE VERIFIED
CSI SIZE LUMBER 1.15FB E-D 0.01 14 T 27 -66 WITH ROBBINS ENGINEERING.
TOP 0.03 2X 4 SP-92 1720 D-C 0.01 14 T 66 0 GRIP BASED ON SPF/SYP LUMBER
BTM 0.01 2X 4 SP-.#2 .1720 WEBS USING GROSS AREA TEST.
WBS 0.10 2X 4 SPF-#3 865 P-0 = 107 C O-R = 73 C PLATES - 20 GAUGE LOCK
LUMBER STRESS INCREASE: 15.0% N-S = 82 C M-T = 80 C GRIPPING 365-243 PSI PER PAIR
REPETITIVE MEMBER STRESS USED. L-U = 81 C K-V = 87 C INCLUDES 15.0% INCREASE
J-8 = 45 C I-W = 87 C TENSION 1165- 480 PLI PER PAIR
LATERAL BRACING: H-X = 81 C G-Y = 80C SHEAR 744- 458PL1 PER PAIR
TOP'CHORD - CONTINUOUS F-Z = 82 C E-AA ? 73 C
BTM CHORD -CONTINUOUS D-BB = 107 C JT TYPE PLATE SIZE X Y
ONE BRACE - J-8 A 2001 3.00 X 4.00 3.6 2.9
TRUSS SPACING - 24.0 IN. DL+LL DEFL = 0.00" 1N.B-W. B 3001 4.00 X 4.00 CTR 2.2
LL DEFL < BRG-SPAN/360 C 2001 3.00 X 4.00 3.6 2.9
LOADING LIVE DEAD (PSF) SPAN/DEFL (DL+LL) = 999 D 1001 2.00 X 4.00 CTR CTR
TOP. CHD 20.0 10.0 E 1001 2.00 X -4.00 CTR CTR
BTM CHID 0.0 10.0 F 1001, 2.00 X 4.00 CTR CTR
TOTAL 20.0 20.0 40.0 G 1001 2.00 X 4.00 CTR CTR
H 1001 2.00 X 4.00 CTR CTR
SUPPORT CRITERIA I 1001 2.00 X 4.00 CTR CTR
BOTTOM CHORD CONTINUOUSLY ` J 1001 2.00 X 4.00 CTR CTR
SUPPORTED ALONG ENTIRE LENGTH- \� 1•••T E O/Qe/ K 1001 2.00 X 4.00 CTR CTR
'/"p L 1001 2.00 X 4.00 CTR CTR
LEFT RIGHT
G�5 RF•., lJ M 1001 2.00 % 4.00 CTR CTR
HEEL DIN r 4SX DIN - 4SXQ '. 4i O N 1001 2.00 X. 4.00 CTR CTR
0 1001 2.00 ;% 4.00 CTR CTR
MEMBR CSI P(LBS) Ma1ST M22ND 15515 - € P 1001. 2.00 X 4.00 CTR CTR
TOP CHORDS 3 :�W 0 1001 2.00 X 4.00 CTR CTR
A-0 0.03 12 C 0 -189 t t STATE OF : Lt-t 5 R 1001. 2.00 X 4.00 CTR CTR
0-R 0.03 22 C 189 -92 •. - '�"= S 1001 2.00 X 4.00 CTR CTR
R-S 0.02 17 C 92 -108 0 PY': �!`� T 1001 2.00 X 4.00 CTR CTR
S-T 0.02 18 C 108 -106 'IV DkT-U 0.02 18 C 106 -109�.•',• � U 1001 2.00 X 4.00 CTR CTR
2.00 X 4.00 CTR CTR
U-V 0.02 18 C 109 -104 FSSION A\-�.F` 'W, 1001 2.00 X 4.00 CTR CTR
V-B 0.02 22 C 104 0. �iOI+nAAnr<roappM� X, 1001' 2.00 X 4.00 CTR CTR
B-W 0.02 22 C 0 -104 Y- 1001'. 2.00 X 4.00 CTR CTR
W-X 0.02 18 C 104 -109 Z 1001 2.00 X 4.00 CTR CTR
X-Y 0.02 18 C 109 -106 AA 1001 2.00 X 4.00 CTR CTR
Y-Z 0.0218 C 106 -108 88 1001, 2.00 X 4.00 CTR CTR
Z-AA 0.02i 17 C 108 792 -
AA-.B8 0.03 22'C 92 -189. ,NOTES:
BB-C 0.03 12 C 189 0 1. TRUSSES MANUFACTURED BY -
BOT.TOM CHORDS PRECISION TRUSS SYS.
A-P 0.01 .14 T 0 -66 2. ANALYSIS CONFORMS TO
P-O 0.01 14 T- 66 -27 TPI'85 (NDS-91).
I O-N' 0.01 14 T' 27 -37 3. ANCHOR TRUSS FOR A TOTAL
N-M 0.01 14 T 37 -34 HORIZONTAL LOAD OF 379 LES.
M-L 0.01 14 T 34 -35
L-K. 0.01 14 T 35, -35
K-J 0.01 14T 35� -35`
J- I '0.01 14 T 35-35'
I-H 0.01 14,T 35 -35
H-G 0.01 14 T 35 -34
QUAN TYPE ,SPAN Pi-H1 OVERHANGS JOB MARK
5 4.3 200000 10 1008 loos 526000F R20
8-08-13
m
0
TC I
20.00-00
10-00-00
m
0
UniStar --
Version 39.5.3
PLATING CONFORMS TO UBC
NOTES:
RUN DATE:
10- 4-96
(ICSO 4994, DILHR 940003-N)
1.
TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED
PRECISION TRUSS SYS.
CSI
S12E LUMBER
1.15F8
WITH ROBBINS ENGINEERING.
2.
ANALYSIS CONFORMS TO
TOP 0.30
.2X 4 SP42
1720
GRIP BASED ON SPF/SYP LUMBER
TPI-85 (NDS-91).
BTM 0.67
2X 4 SP'DSS
3510
USING GROSS AREA TEST.-
3.
ANCHOR TRUSS FOR A TOTAL
( WBS 0.48
2X 4 SPF-#3
865
PLATES - 20 GAUGE LOCK
HORIZONTAL LOAD OF 379 LBS.
_ LUMBER STRESS INCREASE:
15.0%
GRIPPING 365-243 PSI PER PAIR
REPETITIVE
MEMBER STRESS
.USED:
INCLUDES 15.0% INCREASE
TENSION 1165- 480 PLI PER PAIR
LATERAL BRACING:
SHEAR 744- 458 PLI PER PAIR
TOP CHORD - CONTINUOUS
BTM: CHORD - CONTINUOUS
TRUSS'SPACING - 24.0 IN.
LOADING LIVE DEAD (PSF)
TOP CHO 20.0 16.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
E-D 30.0 10.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
A 1031 -3.-8 C 1031 3- 8
LEFT RIGHT
HEEL DIN - 45X DIN - 4SX
MEMBER .FORCES (LBS)
TOP CHORDS
A-F =
1298 C F-B. = 1252
C
B-G =
1252 C G-C = 1298
C '
BOTTOM 'CHORDS
A-E =
998 d E-D = 627
T
D-C =
998 T
WEBS
F-E =
264C E-B = 737
T
" B-D =
737 T D-G = 264
C
DL+LL DEFL 2 0.10" IN B-G
Li DEF•L
= 0.07,1' < BRG'-§PAN/360f
SPAN/DEFL (DULL) = 999
JT
TYPE
PLATE SIZE
X
Y
A
2001
3.00 X 4.00
3.9
2.7
B
301OR
4.00 X 6.00
2.9
CTR
C
2001
3.00 X 4.00
3.9
2.7
D
1010
3.00 X 4.00
CTR
CTR
E
1010
3.00 X 4.00.
CTR
CTR
F
1001
2.00 X 4.00
CTR.
CTR
G
1001
2.00 X 4.00
CTR
CTR
R = PLATE IS ROTATED BY 90 DEG
�;1 M0
��
• �GIS TER `/�R
15515 ;�
'O t: 4J
STATE OF 7LLj
Z0 10 AL
QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARg
5 4.3 200000 10 1008 1008 52600 F R21
4X611
8-08-13
TC
10-00-00 1
10-00-00
0
BC
20-00-00
20-00-00
UniStar -- Version 39.5.3
PLATING CONFORMS TO UBC
NOTES:
RUN DATE: TO- 4-96
(ICBO 4994, DILHR 940003-N)
1.
TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED
PRECISION TRUSS SYS.
CSI SIZE LUMBER 1.15F8
WITH R68BINS ENGINEERING.
2.
ANALYSIS CONFORMS TO
TOP 0.30 2X 4 SP-#2 1720
GRIP BASED ON SPF/SYP LUMBER
TPI-85 (NDS-91).
BTM 0.67 2X 4 SP-DSS 3510
USING GROSS AREA TEST.
3.
ANCHOR TRUSS FOR A TOTAL
WEE 0.48 '2% 4 SPF-#3 865
PLATES - 20 GAUGE LOCK
HORIZONTAL LOAD OF 379 LBS.
LUMBER STRESS INCREASE: 15.0%
GRIPPING 365-243 PSI PER PAIR
REPETITIVE MEMBER STRESS USED.
INCLUDES 15.0% INCREASE
TENSION 1165- 480 PLI PER PAIR
LATERAL BRACING:
SHEAR 744- 458 PLI PER PAIR
TOP CHORD - CONTINUOUS
.+NNW
,
BTM CHORD CONTINUOUS
TRUSS
� JT TYPE PLATE 512E X Y
A 2001 3.00 X 4.00 3.9 2.7
`
1.
SPACING - 24.0 IN.
1405 ,..•••••..•
= : TER •. �/
8 301OR 4.00 % 6.00 2.9 CTR
GAS
FO
LOADING LIVE DEAD (PSF)
C 2001 3.00 X 4.00 3.9 2..7
/•r� :�
TOP CHD 20.0 10.0
D 1010 3.00 X 4.00 CTR CTR
BTM CHD 0.0 10.0
E 1010 3.00 % 4.00 CTR CTR
TOTAL 20.0 20.0 40.0
F 1001 2.00 X 4.00 CTR CTR
T'• STATE OF T�
`
EXCEPTIONS:
G. 1001 2.00 X 4.00 CTR CTR
0�•, ;
E--D 30.0 10.0
R = PLATE IS ROTATED BY 90 DEG
••��DA�p.;'=
I
ass/ON
SUPPORT CRITERIA
Al.• �;`
JT, REACT WIDTH JT REACT WIDTH
yRrnnw m%
LEE IN-SX LEE IN-.SX
A 1031 3- 8 C 1031 3- 8
LEFT RIGHT
HEEL DIN - 4SX DIN'- 4SX
MEMBER FORCES (LBS)
TOP CHORDS
A-F = 1298,C F-B = 1252'C
B•G = 1252 C .G-C = 1298 C
BOTTOM CHORDS
A-.E = 998 T E-D = 627 T
D-C = .998 T
WEBS
F-E = 264 C E•B = 737 T
-
B-D = 737 T D-G" _ . 264 C
._. DL-LL DEFL -= 0.10" IN B-G�
LL DEFL = 0.07" a BRG-SPAN/360
SPAN/DEFL (DL+LLO '= 999
QUAN
TYPE
SPAN
P1-H1
OVERHANGS
JOB!
MARX
1,
G16;
8060.0
10
1008 1008
526000F'
vie
_ _ _• __ 3x411
TC 1 10-08
C Y
2x4 I I 2X411 2x4 11 2x4 11
8-06-00
UniStar --
Version 39.5:3
MEMBR CSI P(LBS) Ma1ST Ma2ND
RUN DATE:
10- 4-96
C-P 0.04 58 C 59
116
H-J = 91 C G-K =
77 C
CSI
SIZE LUMBER 1.15FB
F-B = 60 C E-L =
77 C
TOP 0.02
2X 4 SP-#2
1720
D-M = 91 C
_
BTM 0.01
2X 4 SP-#2
1720
WBS 0.04
2X 4 SPF-#3
865
DL*LL DEFL = 0.00" IN 0-J
LUMBER STRESS
INCREASE: 15.0%
LL. DEFL < BRG-SPAN/360
REPETITIVE
MEMBER STRESS
USED.
SPAN/DEFL (DL+LL) = 999
LATERAL BRACING:
PLATING CONFORMS TO UBC
TOP CHORD
- CONTINUOUS
(ICBO 4994, DILHR 940003-N)
BTM CHORD
- CONTINUOUS
PLATE VALUES MAY BE VERIFIED
TRUSS SPACING
- 24.0 IN.
WITH ROBBINS ENGINEERING.
GRIP BASED ON. SPF/SYP LUMBER
LOADING
LIVE DEAD(PSF)
USING GROSS AREA TEST.
TOP CHD
20.0 10.0
PLATES - 20 GAUGE LOCK
BTM CHD
0.0 10.0
GRIPPING 365-.243 PSI PER PAIR
TOTAL
20.0 20.0 40.0
INCLUDES 15.0% INCREASE
TENSION 1165- 480 PLI PER
PAIR
SUPPORT CRITERIA
SHEAR 744- 458 PLI PER
PAIR
BOTTOM CHORD
CONTINUOUSLY
SUPPORTED
ALONG ENTIRE LENGTH.
JT.TYPE PLATE SIZE X
Y
A 4000 2.00"X 4.00 CTR
CTR.
B 3001R 3.00 'X 4.00 2.2
CTR
MEMBR CSI
P(LBS) Ma1ST
Ma2ND
C 4000 2.00 X4.00 CTR
CTR
ITOP
'CHORDS
D '1001 2.00 X 4.00 CTR
CTR
O-J 0.02.
18 C 116
-142
E 1001 2.00 X 4.00 CTR
CTR
J-K 0.02'
19 C 130
-95
F 1001 2.00 X 4.00 CTR
CTR
K-B 0.02
"17 C 96
-112
G 1001 2.00 X 4.00 CTR
CTR
B-L 0.02
17 C 112
-96
H 1001 2.00 X 4.00 CTR
CTR
L-M 0.02
19 C 95
-130
J 1001 2.00 X 4.00 CTR
CTR
M-P 0.02
'18 C 142
'-116
K 1001 2.00 X 4.00 CTR
CTR
BOTTOM CHORDS
L 1001 2.00 X 4.00 CTR
CTR
A-H 0.01
15 T 59
-44
M 1001 2.00 X 4.00 CTR
CTR
H-G 0.01
14 T 36
-35
0 4100 2.00 X 4.00 .CTR
CTR
G-F 0.01
14 T 35
-35
P 4100 2.00 X 4.00 CTR
CTR
F-E 0.01
14 T 35
-35
E-D 0.01
14 T 35
-36
R = PLATE IS ROTATED BY 90
DEG
" D-C 0.01
15 T . 44
-59
WEBS
A-0 0.04
58 C -59
-116
4-03-00
10-08
NOTES:
1. TRUSSES MANUFACTURED BY -
PRECISION TRUSS SYS.
2. ANALYSIS CONFORMS TO
TPI-85 (NDS-91).
3. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 208 LBS.
15515cr-
Z t ; W
S STATE OF L+J
QUAN
TYPE
SPAN
Pl-Hl
OVERHANGS
JOB
MARI
1
2.2
70700
10
0 0
�+
526000d'
R23
3-09-10
BC
2.4 II
3-09-08 3-09-08
7-07-00
UniStar -- Version 39.5.3
PLATING CONFORMS TO UBC
NOTES:
RUN DATE: TO- 4-96
(ICBO 4994, DILHR 940003-N)
1.
TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED
PRECISION TRUSS SYS.
CSI SIZE LUMBER FB
WITH ROBBINS ENGINEERING.
2.
ANALYSIS CONFORMS TO
TOP 0.18 2X 4 SP42 1500
GRIP BASED ON SPF/SYP LUMBER
TPI-85 (NDS-91).
k BTM 0.30 2X 4 SP-#2 1500
USING GROSS AREA TEST.
3.
ANCHOR TRUSS FOR A TOTAL
WBS 0.12 2X 4 SPF-#3 750
PLATES - 20 GAUGE LOCK
HORIZONTAL LOAD OF 154 LBS.
WDG@A 2X 4 SP-#2
GRIPPING 365-243 PSI PER PAIR
4.
GIRDER CONDITION:
WDGOC -2X 4 SP42
INCLUDES 15.0% INCREASE
TIE-IN TRUSSES ON BTM CHO
LUMBER STRESS INCREASE: 15.0%
TENSION 1165- 480 PLI PER PAIR
WITH SPAN OF 41- 6--
SHEAR 744- 458 PLI PER PAIR
LATERAL BRACING:
TOP CHORD - CONTINUOUS
JT TYPE PLATE SIZE X Y
BTM CHORD - CONTINUOUS
A 2002 4.00 X 4.00 0.4 1.5
TRUSS SPACING - 24.0 IN.
8 3001R 3.00 X 4.00 2.2 CTR
.hueiN
C 2002 4.00 X 4.00 0.4 1.5
LOADING LIVE DEAD (PLF)
TOP 'CHD 40.0 20.0
D 1001 2.00 X 4.00 CTR CTR
•GiS TER�ti��/�
BTM CHD 25.0 45.0
R = PLATE IS ROTATED BY 90 DEG
;
TOTAL 65.0 65.0 130.0
SUPPORT CRITERIA
JT 'REACT WIDTH
"C'�� .STATE. OF
.vo
JT REACT WIDTH
-LBS
X7 %
IN-SX LBS IN-SX'
IAd O��\
F `•••:...•••.
A 455 3- 8 C 455 3- 8
At
LEFT RIGHT
4/ON
4trnAnMn i
HEEL 31N - 2SX 3I9 - 2SX
MEMBER FORCES (LBS)
TOP CHORDS
A-B = 385 C B'-C = 385 C'
BOTTOM CHORDS
A-D = 296 T D-C = 296 T
WEBS
D-B = 266 T
DL+LL DEFL = 0.0511 IN B-C
LL DEFL = 0.01" < BRG-SPAN/360
... SPAN/DEFL (DL+LL) =999
SPAN P1-H1 OVERHANGS
70700 10 1008 1008
JOB
2x4 11 2x4 11 2x4 11
7-07-00
UniStar --
Version 39.5.3
MEMBR CST P(LBS) Ma1ST Ma2ND
RUN DATE:
TO- 4-96
H-I = 81 C G-J =
89 C
F-B = 43 C E-K =
89 C
CST
SIZE LUMBER 1.151`8
D-L = 81 C
TOP 0.02
2X 4 SP-#2 1720
BTM 0.01
2X 4 SP-#2 1720
DL+LL DEFT. = 0.001- IN J-B
WITS 0.02
2X 4 SPF-#3 865
LL DEFT. < BRG-SPAN/360
_
- WDG@A
2X 4 SP-#2
SPAN/DEFL (DLL+LL) = 999
WDG@C
2X 4 SP-02
LUMBER STRESS
INCREASE: 15.0%
PLATING CONFORMS TO UBC
REPETITIVE
MEMBER STRESS USED.
(1CBO 4994, DILHR 940003-N)
PLATE VALUES MAY BE VERIFIED
LATERAL BRACING:
WITH R088INS ENGINEERING.
TOP CHORD
- CONTINUOUS
GRIP BASED ON SPF/SYP LUMBER
BTM CHORD
- CONTINUOUS
USING GROSS AREA TEST.
TRUSS SPACING
- 24.0 IN.
PLATES - 20 GAUGE LOCK
GRIPPING 365-243'PSI PER PAIR
LOADING
LIVE DEAD (PSF)
.INCLUDES 15.0% INCREASE
TOP CHD
20.0 10.0
TENSION 1165- 480 PLI PER
PAIR
BTM CHD
0.0 10.0
SHEAR 744- 458 PLI PER
PAIR
TOTAL
20.0 20.0 40.0
JT TYPE PLATE SIZE X
Y
SUPPORT CRITERIA
A 2002 4.00 X 4.00 0.4
2.0
BOTTOM CHORD CONTINUOUSLY
B 3001R 3.00 X 4.00 2.2
CTR
SUPPORTED
ALONG ENTIRE.LENGTH-
C 2002 4.00 X 4.00 0.4
2.0
D 1001 2.00 X 4.00 CTR
CTR
LEFT ,RIGHT
E 1001 2.00 X 4.00 CTR
CTR
HEEL 31N
- 2SX 31N.- 2Sx
F 1001 2.00 X 4.00 CTR.
CTR
G 1001 2.00 X 4.00 CTR
CTR
MEMBR CST
P(LBS) Ma1ST MD2ND
H 1001 2.00 X 4.00 CTR
CTR
TOP CHORDS
1 1001 2.00 X 4.00 CTR
CTR
A-.1 0.02
13 C 0 -,104
J 1001 2.00 X 4.00, CTR
CTR
1-1 0.02
17 C 104 -121
K TOOT 2.00 X 4.00 CTR
CTR
J-8 0.02
23 C 121 0
L 1001 2.00 X 4.00 CTR
CTR
B-K 0.02
23 C 0 -121
K-L 0.02
17 C 121. -104
R = PLATE 1S ROTATED BY 90
DEG
L-C 0.02
13C 104 0
BOTTOM
CHORDS
A-H 0.01
14T 0 -36
H-G 0.01
14 T 36 -35
G-F 0.01
14 T 35 -35
F-E 0.01
14 T 35 -.35
E-D 0.01
14 T 35 -36
-
D-C 0.01
-14 T 36 0
WEBS'
NOTES:
1. TRUSSES MANUFACTURED BY -
PRECISION TRUSS SYS.
2. ANALYSIS CONFORMS TO
TPI-85 (NDS-91).
3. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 154 LBS.
QIJAN -TYPE SPAN
1 JCA2 40408
2.07-03
Pl-Hl OVERHANGS FJOB
6 loos 0 152600OF
NO 4-03 NO 2-06-07
2X4 II
TC 1 10-
4-06-00
R25
A 4.06-00 -
UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES:
RUN DATE: 10- 4-96 (IC80 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY
PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS.
CSI SIZE LUMBER 1.15FB WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO
TOP 0.17 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91).
BTM 0.18 2X 4"SP-#2 1720 USING GROSS AREA TEST.
WBS 0.01 2X 4 SPF-93 865 PLATES - 20 GAUGE LOCK
i LUMBER STRESS INCREASE: 15.0% GRIPPING 365-243 PSI PER PAIR
REPETITIVE MEMBER STRESS USED. INCLUDES 15.0% INCREASE
TENSION 1165- 480 PLI PER PAIR
LATERAL BRACING: SHEAR 744- 458 PLI PER PAIR
TOP CHORD - CONTINUOUS �� ,�0�
BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y \ v.
TRUSS SPACING - 24.0 IN. A 2001 3.00 X 4.00 5.3 3.1 � :'GT cdy*N•��tl�
8 4200 2.00 X 4.00 CTR CTR � ?� 0 %
LOADING LIVE DEAD (PSF) C 4594 2.00 X 4.00 2.0 1.7 # ' 15515
; x
TOP CHO 20.0 10.0 D 1001 2.00 X 4.00 CTR CTR
BTM .CHD 0.0 10.0 E 1001 2.00 X 4.00 CTR CTR T.1 STATE OF :L j
TOTAL 20.0 20.0 40.0 F 1001 2.00 X 4.00 CTR CTR 0 '.� r f
G 1001 2.00 X 4.00 CTR CTR
SUPPORT IA REACT CRITERIA
JTJT REACT WIDTH F�S�ON Al•F���
LBS IN-SX LBS IN-SX �4Rq�A�µAfA
A 176 3- 8 B 84 3- 8
C 75 3- 8
LEFT RIGHT
HEEL DIN - 4SX
MEMBR CSI P(LBS) Ma1ST MB2ND
TOP CHORDS
A-F 0.14 23 C 0 839
F-G 0.17 0 T -839 862
G-B 0.14 22 T -862 0
BOTTOM CHORDS
A-E 0.17 0 T 0 1044
E-D 0.18 0 T -1044 1074
D-C 0.18 0 T -1074 0
WEBS
C-B 0.00 0 T 0 0
E-F = 34 C D-G = 35 C -
DL+LL DEFL = 0.03" IN F-G
LL DEFL = 0.02° <, BRG-SPAN/360
SPAN/DEFL (DL+LL) = 999
W TYPESPAN
3 JCA2 40408
2-07-03
P1-111 OVERHANGS JOB
6 1008 0 152600OF
HO 4-03 - HO 2-06-07
2x4 11
Fe
4-06-00
-
Unistar --
Version 39.5.3
PLATING CONFORMS
TO UBC
NOTES:
RUN DATE:
10- 4-96
(ICBO 4994, DILHR
940003-N)
1. TRUSSES MANUFACTURED BY -
PLATE VALUES MAY
BE VERIFIED
PRECISION TRUSS SYS.
CSI
SIZE LUMBER
1.15FB
WITH ROBBINS ENGINEERING.
2. ANALYSIS CONFORMS TO
TOP 0.26
2X 4 SP-#2
1720
GRIP BASED ON SPF/SYP
LUMBER
TPI-85 (NDS-91).
BTM 0.09
2X 4SP-#2
1720
USING GROSS AREA
TEST.
WBS0.03
2X 4 SPF-#3
865
PLATES - 20 GAUGE
LOCK
LUMBER STRESS
INCREASE:
15.0%
GRIPPING 365-243
PSI PER PAIR.
REPETITIVE
MEMBER STRESS
USED.
INCLUDES 15.0%
INCREASE
TENSION 1165- 480
PLI PER PAIR
LATERAL BRACING:
SHEAR 744- 458
PLI PER PAIR
...WN%v�l...
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN.
LOADING LIVE DEAD (PSF)
TOP .CHD' 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
A 168 3- 8 C 168 3- 8
LEFT RIGHT
HEEL DIN - 4SX
MEMBR CSI P(LBS) Ma15T Ma2ND
TOP CHORDS
A-B 0.26 0 T 0 0
BOTTOM CHORDS
A-C 0.09 0 T 0 0
WEBS
C-B 127 C
DL+LL DEFL = 0s06" IN A-,B
LL DEFL < BRG-SPAN/360
SPAN/DEFL (DL+LL) = 973
JT TYPE PLATE SIZE X Y\\`
A 2001 3.00 X 4.00 5.3 3.1 a�C`\ ••GAS TER `r�/
B 4200 2.00 X 4.00 CTR CTR q- F0 %�.
C 4594 2.00 X 4.00 2.0 1.7 15515 Lv_ z
%) STATE OF •'�
�•�'• �N fir.' •� ..
SPAN P1-H1 OVERHANGS JOB
40408 6 0 0 5260C
NO 4=03 NO 2-06-07
2-07-03
TC
4-06-00
C
2x4 II
UniStar -- Version 39.5.3 PLATING CONFORMS TO UBC NOTES:
RUN DATE:. 10- 4.96 (iCBO 4994, DILHR 940003-N) 1. TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS.
( CSI SIZE LUMBER 1.15FB WITH ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS 40
TOP 0.26 2X 4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI.85 (NDS-91).
BTM 0.09 2X 4 SP-#2 1720 USING GROSS AREA TEST.
WBS 0.03 2X 4 SPF-#3 865 PLATES - 20 GAUGE LOCK
LUMBER STRESS INCREASE: 15.0% GRIPPING 365-243 PSI PER PAIR
REPETITIVE MEMBER STRESS USED. INCLUDES 15.0% INCREASE
TENSION 1165- 480 PLI PER PAIR V7I1
LATERAL BRACING: SHEAR- 744- 458 PLI PER PAIR Mp
TOP CHORD - CONTINUOUS 're
BTM CHORD . CONTINUOUS JT TYPE PLATE SIZE X Y 3}�� •GAS TER •.•�/
TRUSS SPACING 24.0 IN. A 2001 3.00 X 4.00 5.3 3.1
B 4200 2.00 X 4.00 CTR CTR 4t1: ? PL
LOADING LIVE DEAD (PSF) C 4594 2.00 X 4.00 2.0 1.7 1551 5 ;Cr
TOP CHO 20.0 10.0 Z'1 STATE OF :�
BTM CHD 0.0 10.0 ', * _ R
TOTAL 20.0 20.0 40.0 �.�`••'•,FNOI�"I •'f1
SUPPORT CRITERIA CsU �QAIA�•Y�
JT REACT WIDTH JT REACT WIDTH p�aA�n@IOtq�O
LBS IN-SX LBS IN-SX
A 168 3- 8 C 168 3- 8
LEFT RIGHT
HEEL DIN - 4SX
MEMBR CSI P(LBS) M@l ST M@2ND
TOP CHORDS
A-B 0.26 0 T 0 0
BOTTOM CHORDS
A-C 0.09- 0 T 0 0
WEBS
C-B 127 C
DL+LL DEFL = 0-.06"!'IN A-B
LL DEFL < BRG-SPAN/360
SPAN/DEFL (DL+LL) = 973
JOB
QUAN TYPE SPAN
4 JCA2 50408
3-01-03
6 1008 0 1526000F
H0.4-03 --�.. NO 3-00-07
2x4 I I
i 5-06-00 -
UniStar -- Version 39.5.3 PLATING CONFORMS TO URC NOTES:
RUN DATE: 10. 4-96 (ICBO 4994. DILHR 940003-N) 1. TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED PRECISION TRUSS SYS.
CS1 SIZE LUMBER 1.15FB WITH-ROBBINS ENGINEERING. 2. ANALYSIS CONFORMS TO
TOP 0.40 2X.4 SP-#2 1720 GRIP BASED ON SPF/SYP LUMBER TPI-85 (NDS-91).
BTM 0.13 2X 4 SP-#2 1720 USING GROSS AREA TEST.
WBS 0.05 2% 4 SPF-#3 865 PLATES - 20 GAUGE LOCK
LUMBER STRESS INCREASE: 15.0% GRIPPING 365-243 PSI PER PAIR
REPETITIVE MEMBER.STRESS USED. INCLUDES 15.0% INCREASE
TENSION 1165-'480 PLI PER PAIR ` . M
LATERAL BRACING: SHEAR 744- 458 PLI PER PAIR
TOP CHORD - CONTINUOUS \` .,, oiP
;'G\S TfR••, 6�
BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE % Y
TRUSS SPACING - 24.0 IN. A 2001 3.00 X 4.00 5.3 3.1 �'• 15515 ; 8 4200 2.00 X 4.00 CTR CTR
LOADING LIVE DEAD (PSF) C 4594 2.00 % 4.00 2.0 1.6 r t STATE OF :�
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0 ti i,�OiANP;"�
TOTAL - 20.0 20.0 40.0 f f+� ••.....••'��1
TONAL
SUPPORT CRITERIA ^^1LJ
JT REACT WIDTH JT REACT WIDTH ,
LBS IN-SX LBS IN-SX
A 208 3. 8 C 208 3- 8
LEFT RIGHT
HEEL DIN - 4SX
MEMBR CSI P(LBS) M01ST M22ND
TOP CHORDS
A-B 0.40 0 T 0 0
BOTTOM CHORDS
A-C 0.13 0 T. 0 0
WEBS
C-B = 157 C
DL+LL DEFL.= 0.131' IN ALB
LL DEFL < BRG-SPAN/360
SPAN/DEFL (DL+LL)'6 507'
a
I VS.A 60413
0 0
9
2.08-00
A C
3x4 of 3x4 ��
TC 3-02-06 1 3-02-07
BC6-04-13
-- 6-04-13
UniStar -- Version: 39•.5.3
PLATING CONFORMS TO UBC
NOTES:
RUN DATE: 10- 4-96
(ICED 4994, DILHR 940003-N)
1.
TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED
PRECISION TRUSS SYS.
CS1 SIZE LUMBER 1.15FB
WITH'ROBBINS ENGINEERING.
2.
ANALYSIS CONFORMS TO
TOP 0.13 2X 4 SP-#2 1720
GRIP BASED ON SPF/SYP LUMBER -
TPI.85 (NDS-91).
BTM 0.19 2X 4 SP-#2 1720
USING GROSS AREA TEST.-
3.
ANCHOR TRUSS FOR A TOTAL
LUMSER.STRESS INCREASE: 15'.OX
PLATES - 20 GAUGE LOCK
HORIZONTAL LOAD OF 121 LBS.
REPETITIVE'MEMBER STRESS USED.
GRIPPING 365.243 PSI PER PAIR
INCLUDES 15.0% INCREASE
LATERAL BRACING:
TENSION 1165. 480 PLI .PER PAIR
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS'
SHEAR 744- 458 PLI PER PAIR
,WWII
�5�`,',"ppt p,t
�• I',
TRUSS SPACING - 24.0 IN..
JT TYPE PLATE. SIZE X Y
>9 , c
LOADING LIVE DEAD (PSF)
TOP CHO 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0.
SUPPORT CRITERIA
BOTTOM CHORD CONTINUOUSLY
SUPPORTED ALONG ENTIRE LENGTH.
LEFT RIGHT
GIRD
DIN
-: OSX DIN -
OSX
MEMBR
CSI
PUBS) Ma1ST
M@2ND
TOP CHORDS
A-B.
0.13
137 C- 0
0
B-C
0..13
137' C •0
0
BOTTOM;CHORDS
A-.0
0.19
105'T - 0
0
WEBS
DL+LL
DEFL
= 0.06" IN A=C
LL DEFL <
BRG-SPAN/360
SPAN/DEFL
(DL+LL).= 999'
A 2003 3.00 X 4.00 4..1
B 3000 3.00 X 4.00 CTR
C 2003 3.00 R 4.00 4.1
3.2��
2.2 GI`'TERF'ti
3.2 41-j 155150
3 —•
:In STATE OF
r at.
Off•'•.. N O 10,
) N AV
QUAN•TYPE SPAN Pl"-Hl OVERHANGS-
1 TR - 307.04, 10 0 0
JOB
526000F � �x
1-06-00
A C
3x4 i U4O
1-09-10
iQ
3-07-04
UniStar --
Version 39.5.3
PLATING CONFORMS TO UBC
NOTES:
RUN DATE:
10- 4-96
(ICBO 4994, DILHR 940003-N)
1. TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED
PRECISION TRUSS SYS.
CST
SIZE LUMBER
1.15FB
WITH ROBBINS ENGINEERING.
2. ANALYSIS CONFORMS TO
TOP 0.03
2X 4 SP'-#2
1720
GRIP'BASED ON SPF/SYP LUMBER
TPI-85 (NDS-91).
BTM 0.06
2X 4 SP-#2
1720
USING GROSS AREA TEST...
" LUMBER STRESS
INCREASE:
15.0X
PLATES - 20. GAUGE LOCK
REPETITIVE
MEMBER STRESS
USED.
GRIPPING 365-.243 PSI PER PAIR
INCLUDES 15.0% INCREASE
LATERAL BRACING:
TOP CHORD
- CONTINUOUS
TENSION 1165- 480 PLI PER PAIR
SHEAR 744- 458 PLI PER PAIR
, W��ma
�0 1 M
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0"IN.
LOADING LIVE DEAD (PSF)
TOP CHO 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 "20.0 40.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
A 123 3- 8 C: 118 3- 8
LEFT RIGHT
GIRD GIN - OSX GIN - OSX
MEMBER FORCES (LBS)
TOP C_HORDS'.
A-B = 71 C B-C = 71. C
BOTTOM CHORDS
A-C = 55 `T
WEBS
DL+LL DEFL=.0.00° IN.A.0
LL DER< BRG-SPANJ360
SPAN/DEFL (DL+LL) = 999
N
JT TYPE PLATE SIZE X; Y AIN .-' •�S Tf••O�?
A 2003 3.00 X 4.00 4.1 3.2 a0 4` ) ,-"
B 3000 3.00 X 4`.00 CTR 2.2 15515
C 2003 3.00 X 4.00 4.1 3.2
STATE OF •�
.. ryO 1�Ya
'rx,Y!'; tlYALV Yl-J.31 OVEkULFLNGS
1'VS.A, 60007 10 00
J O)3
HARP.
6.00-07
3-00-04
C
3x4J
UniS[ar --
Version 39.5.3
PLATING CONFORMS TO UBC
NOTES:
;RUN DATE:
10- 4-96'
(ICSO 4994., OILHR 940003-N)
1.
TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED
PRECISION TRUSS SYS.
CSI
SIZE LUMBER
1.15FB
WITH ROBBINS ENGINEERING.
2.
ANALYSIS CONFORMS TO
i TOP 0.71
2X 4.SP-#2
1720
GRIP BASED ON SPF/SYP LUMBER
TPI-85(NDS-91).
'BTM 0.17
2X 4. SP-#2
1720
USING GROSS AREA TEST.
3.
ANCHOR TRUSS FOR A TOTAL
LUMBER STRESS
INCREASE:
15.0%
PLATES - 20 GAUGE LOCK
HORIZONTAL LOAD OF 114 LBS,
REPETITIVE
MEMBER STRESS
USED.
GRIPPING. 365-243 PSI PER PAIR
INCLUDES 15.0% INCREASE
LATERAL BRACING:
TENSION 1.165- 480 PLI: PER PAIR
TOP CHORD
- CONTINUOUS
SHEAR' 744- 458 PLI PER PAIR
.araWNN1N7p
BTM CHORD - CONTINUOUS
TRUSS SPACING 24.0 IN.
LOADING LIVE DEAD (PSF)
TOP CHO 20.0 10.0
BTM CHO 0.0 10.0
TOTAL 20.0 20.0 40.0
SUPPORT CRITERIA
BOTTOM CHORD CONTINUOUSLY
SUPPORTED ALONG ENTIRE LENGTH.
LEFT RIGHT
GIRD DIN ' OSX iOIN - OSX.
MEMBR
CSI 'PUBS) Ma1ST
Ma2N0
TOP CHORDS
A-B
0.11 in C 0
0
B-C'
0..11 128 C 0
0
BOTTOM CHORDS
A-C
0.17 99 T 0
0
WEBS
DL+LL
DEFL: 0.05" IN A-C
LL DEFL<. BRG-SPAN)360
SPAN/DEFL (DL+LL')"= -999.
JT
TYPE
PLATE SIZE
X
Y
A
2003
3.00 X 4.00
4.1
3.2
B
3060
3.00 X 4.00
CTR
2.2
C
2003
3.00 X 4.00
4.1
3.2
M
15515 0;K
STATE OF Z'�
Qj
A
1¢
70NAl
.y. vaa.. aaau uaaaa• cs-p1 v�raacseaawo -- JVD I
1 TR 3071' 10 0 , 0 526000E 'R32p
1-06-03
A C
3x4 ii 3x4 ��
TC
BC
1-09-13
m
--- 3-07-11 -
-
UniStar -.- Version 39.5.3
PLATING CONFORMS TO USC
NOTES:
RUN DATE: 10- 4-96 -
(ICSO 4994, DILHR 940003-N)
1. TRUSSES MANUFACTURED BY -
PLATE VALUES MAY BE VERIFIED
PRECISION TRUSS SYS.
CS1 SIZE LUMBER 1.15FB
WITH ROBBI_NS ENGINEERING.
2. ANALYSIS CONFORMS TO
TOP 0.03 2X 4 SP-#2 T720
GRIP BASED ON SPF/SYP LUMBER
TPI-85 (NDS-91).
BTM 0.06 2X 4 SP.-.#2 1720.
USING GROSS AREA TEST.
-' LUMBER STRESS -INCREASE: 15.0%
PLATES - 20 GAUGE LOCK
REPETITIVE MEMBER STRESS USED.
GRIPPING 365-243 PSI PER PAIR
INCLUDES 15.0% INCREASE
LATERAL BRACING:
TOP CHORD - CONTINUOUS
TENSION 1165- 486 PLI PER PAIR
SHEAR 744- 458 PLI PER PAIR
�}
BTM CHORD - CONTINUOUS
�� T•'••."•�
ER.o
TRUSS SPACING - 24.0 IN.
JT TYPE PLATE SIZE X Y
�,,�n5
A 2003 3.00 X 4.00 4.1 3.2
•ACC
LOADING LIVE DEAD (PSF)
B .3060 3.00 X 4.00 CTR 2.2
-
15 i €
TOP CHO 20.0 10.0
C 2003 3.00 X 4.00 4.1 3.2
r.•
BTM CHD 0.0 10.0
l• STATE OF 7�
TOTAL 20.0 20.0 40.0
V.
�i�`••'•,YNOIA���?�
1
SUPPORT IA
CRITERIA
1
REACT
JTJT REACT WIDTH
LBS IN-SX CBS IN-.SX
A 124 3- 8 C 119 3- 8
LEFT RIGHT
GIRD DIN -. OSX DIN - OSX
MEMBERFORCES (LBS)
TOP CHORDS
A-S = ,72 C B-.C, = 72 C
BOTTOMCHORDS
A-C 56 T
WEBS
DL+LL DEFL = 0.00"'IN A-C
LL DEFL < BRG-.SPAN7360
SPAN/DEFL (DL+LL),- 999