HomeMy WebLinkAbout0003.02 Truss PlansR17
5
R18
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V,R34
R35
35-00-00
R27
R26
R26
R25
R25
R25 22-08-00
R25
R25
R25
R25
R25
R24
JOB I DATE (APPROVED SCALE SHEET
�AUGUA014 1 8-10-00 .071"=1' OF
AUG 14 2000 2:35 PM FR ROBBINS ENGINEERING 972 9606 TO PRECISION TRUSS
QUAD TYPE SPAN P1-H1 OVERHANGS JOB
5 Hipp 420410 7 0 0 TOOO80947 AUGUA014 08/10/00 44%
SxB= 5x6=
SL 21-11-03 B C SL 19-11-05
HO 6-01 NO 1-06-01
12 4x6 4x6
7 3x6 J K 3x6
S3 S4
12x40 4x6
1-06-10
I L
2x411
4X6= M
A � �
%V Q H SL F E S 2 G
4x6 3x6 4x6 4x8 3x6 4x6 D
4x6
TCI 6-05-08 1 6-02-14 6-02-IS 40000 i fi-D2-15 i 6-021-14 4-08-14
BC 9-06-15 9-06-02 308088 _06-02 7-10-05
40-02-00
P.02i21
UniStar -- version 40.0.212
LOAD CASE 44 WIND // RIDGE
PLATING CONFORMS TO TPI-95.
RUN DATE! 8-11-00
LUMBER
STRESS INCREASE: 33.3%
PLATE VALUES MAY BE VERIFIED
PLATE STRESS INCREASE= 33.31
WITH ROBBINS ENGINEERING.
CSI SIZE LUMBER 1.15FB
LOADING
LIVE DEAD (PSF)
BASED ON SP AND SPP
TOP 0.59 2X 4 1650F1.5 1897
TOP CHD
20.0 10.0
LUMBER USING GROSS AREA TEST.
ATM 0.75 2X 4 165OF1.5 1897
BTM CHD
0.0 10.0
PLATES - 20 GAUGE LOCK
WAS 0.87 2x 4 SPF-03 865
TOTAL
20.0 20.0 40.0
GRIPPING 514-250 PSI PER PAIR
WDG@A 2X 4 1650FI.5
EXCEPTIONS:
INCLUDES 15.0% INCREASE
REPETITIVE MEMBER STRESS USED.
A-B
-22.ON 10.0
TENSION 1339- 465 PLI PER PAIR
C--M
-22.ON 10.0
SHEAR 784- 506 PLI PER PAIR
LATERAL BRACING:
TOP CHORD - CONTINUOUS
B-C
D-M
-22.ON 10.0
22-ON 0.0
JT TYPE PLATE SIZE X Y
BTM CHORD - CONTINUOUS
SUPPORT
CRITERIA
A 2002 4.00 x 6.00 2.3 1.6
ONE BRACE - J-F B-E E-K
JT TYPE HORZ VERT WIDTH
B 5150 5.00 x 8.00 2.2 2.2
- L-D
LBS LBS IN-SX
C 5101 5.00 X 6.00 CTR 1.7
TRUSS SPACING - 24.0 IN.
A PIN -13 -78 3- 8
D 4010 4.00 X 6.00 CTR CTR
D HORZ RLR 0 -78 3- 8
E 1070 4.00 X 8.00 CTR CTR
LOAD CASE #1
F 1030 4.00 X 6.00 CTR CTR
LUMBER STRESS INCREASE: 15.04
LEFT RIGHT
G 1010 4.00 X 6.00 CTR CTR
PLATE STRESS INCREASE- 15.0%
HEEL
21N - OSX
N 1010 4.00 X 6.00 CTR CTR
LOADING LIVE DEAD (PSF)
I 1001 2.00 X 4.00 CTR CTR
TOP CHD 20.0 10.0
MEMBER
FORCES (LBS)
J 1010 4.00 X 6.00 CTR CTR
BTM CHD 0.0 10.0
TOP CHORDS
K 1010 4.00 X 0.00 CTR CTR
TOTAL 20.0 20.0 40.0
A -I -
2584 C I-S3 - 2346 C
L 1012 4.00 X 6.00 CTR CTR
SUPPORT CRITERIA
S3-J =
2346 C J-B - 1673 C
M 4100 2,00 K 4.00 CTR CTR
JT REACT WIDTH JT REACT WIDTH
B-C -
1416 C C-K . 1639 C
$1 1100 3.00 x 6.00 CTR 0.2
LBS IN-SX LBS IN-SX
K-54 =
1982 C S4-L - 1982 C
S2 1100 3.00 X 6.00 CTR 0.2
R 1585 3- 8 D 1604 3- 8
L-M -
102 T
$3 1100 3.00 x 6.00 CTR 0.2
BOTTOM CHORDS
S4 1100 3.00 x 6.00 CTR 0.2 -,
LOAD CASE #2 WIND FROM LEFT
A-H -
2229 T H-Sl - 1839 T
LUMBER STRESS INCREASE: 33.3%
51-F -
1839 T F-E ■ 1443 T
NOTES:
PLATE STRESS INCREASE: 33.3%
E-S2 -
1668 T S2-G a 1668 T
1. TRUSSES MANUFACTURED BY -
LOADING LIVE DEAD (PSF)
G-D -
1660 T
PRECISION TRUSS SYS-
TOP CHD 20.0 10.0
WEBS
2. ANALYSIS CONFORMS TO
BTM CHD 0.0 10.0
I-H -
331 C H-J - 485 T
TPI (ANSI/TPI 1-1995).
TOTAL 20.0 20.0 40.0
J-F -
625 C F-B p 616 T
3. WIND LOADS - ANSI/ASCE 7-93
EXCEPTIONS:
B-E -
219 C E-C - 519 T
TRUSS IS DESIGNED AS A
A-B -4.8N 10.0
E-x -
399 C K-G - 165 T
MAIN WIND -FORCE RES SYSTEM
C-M -22.0N 10.0
G-L -
228 T L-D - 2168 C
WIND SPEED - 90 MPH
8-C -22.0N 10.0
D-M -
143 C
MEAN ROOF HEIGHT - 25'
D-M 17.1N 0.0
EXPOSURE CATEGORY - C
SUPPORT CRITERIA
DL+LL
DEPL - 0.39" IN J-B
OCCUPANCY CATEGORY - 1
JT TYPE HORZ VERT WIDTH
LL DEPL = 0.13" t BRG-SPAN/360
OCEANLINE DIST - 100 MILES
LBS LAS IN-SX
SPAN/DEFL (DL+LL) - 999
4. ANCHOR TRUSS FOR A TOTAL
A FIN -378 357 3- 8
HORIZONTAL LOAD OF 420 LBS.
D HORZ RLR 0 126 3- 8
S. FASTEN TRUSS TO BRG A
FOR 78 LBS OF UPLIFT,
LOAD CASE M3 WIND FROM RIGHT
WHILE PERMITTING NO UPWARD
LUMBER STRESS INCREASE: 33.3%
MOVEMENT OF WALL OR BRG.
PLATE STRESS INCREASE: 33.3%
6. FASTEN TRUSS TO BRG D
LOADING LIVE DEAD (PSF)
������
FOR 78 LBS OF UPLIFT,
UPWARD
TOP CHD Z0.0 10.0
WRILE NO
BTM CND 0.0 10.0
����`„PS`
��� ..........•./��
MOVEMENTROFTTING
WALL OR ERG.
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
.
�� a i�
•'�(`Q��r�O
A-8 -22.ON 10.0
�.'��+�"
•-� I
C-M -4.BN 10.0
B-C-22.011 10.0
_ No _
D-M -14.8N 0.0
-
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
•, =T E
LBS LBS IN-SX
.*'.
N42
'��i����.!.
D HORzRLR 0 332 3- 9
14••tl������`-L
fill i l l 11 i%„!«�````
AUG 14 2000 2:35 PM FP. ROBBINS ENGINEERING 972 9606 TO PRECISION TRUSS P.03i21
QUAN TYPE SPAN P1""H1 OVERHANGS JOB 1 K
1 HIPP 420410 7 0 0 T00080947 AUGUA014 08/10/00 44% R2A
SL 21-11-03
HO 6-01
11-06-10
4x6=
f::�
12 4x6
7 3x6 K
S 3 -IL;-
4x6
J
I O S1 H b P
I b II Sx6 4X6
2x6
5x8 = 5x6 = SL 19-11-0$
B C HO 1-06-01
4x6
L 3x6
S4
4X6
M
2 x4 11
N
F E S 2 G L,
4X6 4x8 Sx6 4x6 D
6x6
TC
6-07-12
6-01-13 6-01-12 40000 6-01-12
6-01-13 4-11-02
BC
6-07-12
m 4-03-OS � 4-OS..13 30808 9-04-07
0
8-00-00
6 �
UniStar -- Version 40.0.212
LOAD CASE #3 WIND FROM RIGHT
14EMBR CSI P(LBS) MOIST M@2ND
0
RUN DATE: 8-11-00
LUMBER STRESS INCREASE: 33.31
D-N c0.05 109 C 0
I-J 249 T J-H 609 C
CSI SIZE LUMBER 1.1SFB
PLATE STRESS INCREASE: 33.35
LOADING LIVE DEAD (PSF)
F-H . 868 T K-F 1122 C
- 1133 T S-E = 461 C
TOP 0.90 2X 4 SP-DSS 3510
TOP CHD 20.0 10.0
E-C . 782 T E-L 461 C
BTM 0.69 2X 6 1650F1.5 1397
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
L-G - 154 T G-M - 296 T
WBS 0.96 2X 4 SPF-#3 86S
M-D = 2637 C
WDG@A 2X 4 165OF1.5
EXCEPTIONS:
EXCEPTIONS:
A-B -22.ON 10.0
C-N -4.8N 10.0
DL+LL DEFL - 0.29" AT S3
S3-K 2X 4 165OF1.5 1897
B-C -22.0N 10.0
LL DEFL = 0.24" C ERG-SPAN/360
X-B B-C C-L SAME AS S3-K
M-N SAME AS S3-K
D-N -14.8N 0.0
SPAN/DEFL (DL+LL) - 999
L-S4 S4-M
REPETITIVE MEMBER STRESS USED.
CONCENTRATED LOADS (LBS)
S14
PLATING CONFORMS TO TPI-95.
LATERAL BRACING:
0 162 P
SUPPORT CRITERIA
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS ENGINEERING.
TOP CHORD - CONTINUOUS
JT TYPE HORZ VERT WIDTH
LBS LBS IN-SX
BASED ON SF AND SPF
ATM CHORD - CONTINUOUS
A PIN 421 557 3- B
LUMBER USING GROSS AREA TEST.
ONE BRACE K-F F-B B-E
D HORZ RLR 0 554 3^ 8
GAUGE C
_ E_I
GRIPPING $01-250PSIPER PAIR
TWO BRACES - M-D
LOAD CASE #4 WIND // RIDGE
INCLUDES 15.01 INCREASE
TRUSS SPACING - 24.0 IN.
LUMBER STRESS INCREASE: 33.31
TENSION 1339- 465 PLI PER PAIR
R1
PLATE STRESS INCREASE: 33.3E
SHEAR 784- 506 PLI P8R PAIR
LOAD CASE
LUMBER STRESS INCREASE: 15.01
LOADING LIVE DEAD (PSF)
10.0
JT TYPE PLATE SIZE x Y
PLATE STRESS INCREASE: 15.0%
TOP CHD 20.0
0.0 10.0
A 2002 4.00 X 6.00 3.0 2.0
LOADING LIVE DEAD (PSF)
BTM CHD
TOTAL 20.0 20.0 40.0
B 5150 5.00 X 8.00 2.2 2.2
TOP CHD 20.0 10.0
C 5101 5.00 X 6.00 CTR 1.7
BTM CHD 0.0 10.0
EXCEPTIONS:
A-8 -22.ON 10.0
D 4010 4.00 X 6.00 CTR CTR
TOTAL 20.0 20.0 40.0
C-N -22.0N 10.0
E 1070 4.00 X 8.00 CTR CTR
CONCENTRATED LOADS (L85)
B-C -22.0N 10.0
F 1030 4.00 X 6.00 CTR CTR
0 162 P 514
D-N 22.0N 0.0
G 1010 4.00 X 6.00 CTR CTR
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
CONCENTRATED LOADS (LBS)
H 1030 4.00 X 6.00 CTR CTR
4.00 2.5 1.0
LBS IN-SX LBS IN-SX
0 162 P 514
I 2001 2.00 X
J 1050 4.00 X 6.00 CTR CTR
A 2049 3- 8 D 1816 3- 6
SUPPORT CRITERIA
HORZ VERT WIDTH
K 1050 4.00 x 6.00 CTR CTR
JT TYPE
LBS LBS IN-SX
L 1010 4.00 X 6.00 CTR CTR
LOAD CASE #2 WIND FROM LEFT
A PIN -7 376 3- 8
M 1012 4.00 X 6.00 CTR 2.0
LUMBER STRESS INCREASE, 33.3%
0 143 3- 8
N 4100 2.00 X 4.00 CTR CTR
PLATE STRESS INCREASE: 33.3%
D HORZ RLR
LOADING LIVE DEAD (PSF)
LEFT RIGHT
0
TOP CHD 20.0 10.0
HEEL 2IN - OSX
S1 1100 5:00 X 0.00 CTR 0.2
ATM CHD 0.0 10.0
S2 1100 5.00 X 6.00 CTR 0.2
TOTAL 20.0 20.0 40.0
MEMBR CSI P(LBS) H91ST M@2ND
53 1100 3.00 X 6.00 CTR 0.2
EXCEPTIONS:
A_B _4.8N 10.0
TOP CHORDS
S4 1100 3.00 X 6.00 CTR 0.2
C-N -22.0N 10.0
A-J 0.63 3574 C 0 -3008
B-C -22.ON 10.0
J-53 0.55 3033 C 3008 0
C 0 -3399
NOTES:
1. TRUSSES MANUFACTURED BY -
D-N 17.1N 0.0
CONCENTRATED LOADS (LBS)
93-K 0.90 2939
K-B 0.78 2200 C 3399 0
PRECISION TRUSS SYS.
0 162 P 514
B-C 0.27 1773 C 0 0
2. ANALYSIS COMPORMS TO
SUPPORT CRITERIA
C-L 0.84 2079 C 0 -3823
TPI (ANSI/TPI 1-1995)-
3. HIND LOADS - ANSI/ASCE 7-93
JT TYFp HORZ VERT WIDTH
L-S6 0.87 2375 C 3823 0
56-M 0.61 2466 C 0 -2353
TRUSS IS DESIGNED AS A
LHS LBS N-SX
8 8
M-N 0.37 88 T -1638 0
MAIN WIND -FORCE RES SYSTEM
A PIN -374
D HORZ RLR 4 3- 8
BOTTOM CHORDS
WIND SPEED - 90 MPH
(1'�i
FHEIGHT 2
I-0 0.50 3096 T 131 2967
EXPOSURECATEGORY
.......
O-S1 0.50 3096 T -2947 0
OCCUPANCY CATEGORY - 1
100 MILES
"�
Q'ist i
S1-H 0.41 3096 T 0 -1489
OCBANLINE DZST -
�••'
H-P 0.69 2583 T 1489 7025
4, PREVENT TRUSS ROTATION AT
P-F 0.69 2583 T -7025 -2512
ALL BEARING LOCATIONS.
No. '
F-E 0,36 1975 T 2S12 -2705
5. ANCHOR TRUSS FOR A TOTAL
OF 421 LBS.
-
E-S2 0.38 2063 T 770S 0
NORIZONTAL LOAD
SZ-G 0.36 2963 T 0 -2399
G-D 0.36 2046 T 2399 0
..• STATE F • r
wEes
AUG 14 2000 2:35 PM FR ROBBINS ENGINEERING 972 9606 TO PRECISION TRUSS P.04i21
QUAN TYPE SPAN P1-H1 OVERHANGS JOBS
1 WTPF 42OA10 7 0 0 TAnaR0947 AUGUA014 (08110/00 44$) 1 R2B
3
4x84x4 SL 19-11-0S
SL 5-02-0'- - B C HO 1-06-01
3x4 Jxu D
A
3x4
2x411
TC 4-05-09
RC 4-07-OS
uniStar -- Version 40.0.212
RUN DATE: 8-11-00
CSI SIZE LUMBER 1.15FB
TOP 0.46 2X 4 1650P1.5 1897
BTM 0_49 2X 4 1650F1.5 1897
WES 0.65 2X 4 SPF-#3 865
REPETITIVE MEMBER STRESS USED.
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
ONE BRACE - A-N F-B E-C
E-K L-D
TRUSS SPACING - 24.0 IN.
LOAD CASE 11
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSP)
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 1027 3- 8 0 1027 3- 8
LOAD CASE #2 WIND FROM LEFT
LUMBER STRESS INCREASE: 33.3%
PLATS STRESS INCREASE- 33.3%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
N-B -4.8N 10.0
C-M -22.ON 10.0
B--C -22.ON 10.0
D-M O.ON 0.0
A-N O-ON 0.0
SUPPORT CRITERIA
JT TYPE HORS VERT WIDTH
LES LBS IN-SX
A PIN -416 -7 3- 8
D HORZ RLR 0 60 3- 8
II
4-00-00 6-02-15 1 6-02-14 4-0-14
3-08-08 9-06-02 7-10-05
25-08-04
LOAD CASE t3 WIND FROM RIGHT
LUMBER STRESS INCREASE: 33.3%
PLATE STRESS INCREASE: 33.3%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
N-B -22.0N 10.0
C-M -4.8N 10.0
B-C -22.ON 10.0
b-M O.ON 0.0
A-N 0.014 0.0
SUPPORT CRITERIA
ST TYPE HORZ VERT WIDTH
LBS LBS IN-SX
A PIN 18 169 3- 8
D HORZ RLR 0 322 3- 8
LOAD CASE 14 WIND // RIDGE
LUMBER STRESS INCREASE: 33.3%
PLATE STRESS INCREASE: 33.31E
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHO 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
N-B -22.0N 10.0
C-M -22.ON 10.0
B-C -22.ON 10.0
D-M 0.014 0.0
A-N 0.01; 0.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LES LBS XN-SX
A PIN -326 -113 3- 8
D HORZ RLR 0 12 3- 8
MEMBER FORCES (LBS)
TOP CHORDS
N-8 = 390 C B-C - $18 C
C-K - 600 C K-s2 = 1061 C
S2-L - 1061 C L-M = 71 T
BOTTOM CHORDS
A-F - 417 T F-E = 390 T
E-S1 - 823 T SI-G = 823 T
G-D 961 T
WEBS
A-N = 983 C N-F - 735 T
F-B = 569 C B-E - 542 T
E-C - Ill T E-K - 481 C
K-G 242 T G-L 206 T
L-D 1255 C D-M = 143 C
DL+LL DEFL = 0.22" IN C-K
LL DEFL = 0.04" K BRG-SPAN/360
SPAN/DEFL (DL+LL) = 999
r
PLATING CONFORMS TO TPI-95.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS ENGINEERING.
BASED ON SP AND SPY
LUMBER USXNG GROSS AREA TEST.
PLATES - 20 GAUGE LOCK
GRIPPING 514-250 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 4000 2.00 X 4.00 CTR CTR
E 5150 4.00 X 8.00 2.2 CTR
C 5101 4.00 X 4.00 CTR CTR
D 4010 3.00 X 4.00 CTR CTR
E 1070 3.00 X 8.00 CTR CTR
F 1030 3.00 X 4.00 CTR CTR
G 1010 3.00 X 4.00 CTR CTR
K 3010 3.00 X 4.00 CTR CTR
L 2012 3.00 X 4.00 CTR CTR
14 4100 2.00 X 4.00 CTR CTR
N 4110 3.00 X 4.00 CTR CTR
Sl 1100 3.00 R 4.00 CTR 0.2
S2 1100 3.00 X 4.00 CTR 0.2
NOTES:
1. TRUSSES MANUFACTURED EY -
PRECISION TRUSS SYS.
2. ANALYSTS CONFORMS TO
TPI (ANSI/TPI 1-1995).
3. WIND LOADS - ANSI/ASCE 7-93
TRUSS IS DESIGNED AS A
MAIN WIND -FORCE RES SYSTEM
WIND SPEED - 90 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
OCEANLINE DIST - 100 MILES
4, END VERTICAL($) NOT
DESIGNED FOR WIND EXPOSURE.
5. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 416 LUS-
6. FASTEN TRUSS TO ERG A
&&%� �y►/ LIFT,
WHIZ �TT11 1W. UPWARD
�� tisr�R f�92'
STATE OF f .
AUG 14 2000
2:36 PM FR ROBBINS ENGINEERING 972 9606 TO PRECISION TRUSS P.05i21
N TYPE SPA.I3 F1-n-1 OVERHANGS
JOB inn
1 Mom 80412 7 0 0 T00080947 AUGUA014 (08/10/00 44%) I R2C }
5-03-01
� l
SL 9-OS-02
HO 6-01
TC
BC
8-01-12
HO 5-03-01
2X4 II
4-01-05
C
3x4
B-01-12
UniStar -- Version 40.0.212
LOAD CASE 63 WIND FROM RIGHT
DL+LL DEFL = 0.24" IN A-C
DATE: 8-11.-00
LUMBER STRESS INCREASE: 33.3♦
LL DEPL < HRG-SPAN/360
RUN
PLATE STRESS INCREASE: 33.3%
SPAN/DEFL (DL+LL) = 417
CSI SIZE LUMBER S.1SFB
LOADING LIVE DEAD (PSF)
PLATING CONFORMS TO TPI-95.
TOP 0.17 2X 4 165OF1.5 1697
TOP CHD 20.0 10.0
0.0 10.0
PLATE VALUES MAY SE VERIFIED
BTM 0.31 2X 4 165OF1.5 1897
BTM CHD
TOTAL 20.0 20.0 40.0
WITH ROBBINS ENGINEERING.
WBS 0.51 2X 4 SPF-#3 865
EXCEPTIONS:
BASED ON SP AND SPF
WDGtA 2X 4 16507I.5
C-B -14-8N 0.0
LUMBER USING GROSS AREA TEST.
REPETITIVE MEMBER STRESS USED.
A-8 -22.ON 10.0
PLATES - 20 GAUGE LOCK
SUPPORT CRITERIA
GRIPPING 514-250 PSI PER PAIR
LATERAL BRACING:
WITH
JT TYPE HORLESz
INCREASE
DE133915465
TOP CHORD - CONTINUOUS
LBS INDSX
TENSION PLIPER PAIR
BTM CHORD - CONTINUOUS
PIN 345 88 3- 8
SBEAR 78<- 506 PLI PER PAIR -.
TRUSS SPACING - 24.0 IN.
A
[` HORI RLR 0 -119 3- 8
LOAD CASE 61
LUMBER STRESS INCREASE: 15.0E
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CUD 20.0 10.0
BTM CUD 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 304 3- 8 C 324 3- 8
LOAD CASE 42 WIND FROM LEFT
LUMBER STRE5S INCREASE: 33.3%
PLATE STRESS INCREASE: 33.3%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
STM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
C-B 17.1N 0.0
A-8 -26.5N 10.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS LBS IN-SX
A PIN 75 .-23 3- 8
C HORZ RLR 0 -76 3- 8
LOAD CASE 94 WIND // RIDGE
LUMBER STRESS INCREASE: 33.3%
PLATE STRESS INCREASE: 33.3%
LOADING LIVE DEAD (PSF)
TOP CUD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
C-$ 24.4N 0.0
A-B -24.4N 10.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS Las XN-SX
A PIN -15 -34 3- s
C HORZ RLR 0 -34 3- 9
tttttNrrrr(rHi
LEFT ``"" tiR$GKT A
HEEL 21N - OSXA`"k ......
t5EM8fiR FORCES t'�O�TEq
TOP C'3LORi$
A-D 237 C_ D-� No. 1
BOTTOEJ CHORDS
A-C " 205 T • STATE
W9 '• /
D-C - 239 C
JT TYPE PLATE SIZE X Y
A 2002 4.00 X 6.00 2.3 1.6
8 4200 2.00 X 4.00 CTR CTR
C 4010 3.00 X 4.00 CTR CTR
D 1001 2.00 X 4.00 CTR CTR
NOTES:
1. TRUSSES MANUFACTURED BY -
PRECISION TRUSS SYS.
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995).
3. WIND LOADS - ANSI/ASCE 7-93
TRUSS IS DESIGNED AS A
MAIN WIND -FORCE RES SYSTEM
WIND SPEED - 90 MPH
MEAN ROOF HEIGHT - 25,
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
OCBANLINE DIST - 100 MILES
4. ANCHOR TRUSS FOR A TOTAL
i HORIZONTAL LOAD OF 345 LBS.
S. FASTEN TRUSS TO ERG C
FOR 119 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
AUG 14 2003
2:36 PM FP. ROBBINS ENGINEERING 972 9606 TO PRECISION TRUSS P.06i21
N TYPE SPAN P1-H1 dVERHANGS JOB MK
1 HIPP 420410 7 1008 10208 T00080947 AUGUA014 08/10/00 44% R3A
SL 22-02-10
HQ 4-05
12 4x6
7 3x6 .T z
53
11-06-10 4x6
K
3x6 II
4x6=
A
0 { P91 I �4
J O 5x6 �x6
2x4 II
TC 6-10-12 6-01-13 6-01-12
BC 6-10-12 a 4-03-05 A 4-05-
o m
0
5x8= 5x6=
B C
SL 19-10-02
80 1-06-10
Y
4x6
M 3x6
S4
4x6
N
4xb
O
F E S2 H Q
4x6 4x8 5x6 4x6 G
4x6
40000 6-01-12 5-10-04 1 5-01-11
30808 6-03-08 5-lo-04 5-01-11
•"
as-o4_u0
CONCENTRATED LOADS (LBS)
MEMBR CST P(LBS) M@1ST M42ND
E-C 422 T B-I4 = 443 T
UniStar -- Version 40.0.212
RUN DATE: 8-11-00
P 162 Q 514
SUPPORT CRITERIA
H-H 912 C H-N = 1594 T
CSI SIZE LUMBER 1.15FB
JT TYPE HORZ VERT WIDTH
G-N 2044 C G-O - 356 C
TOP 0.85 2X 4 165OF1.5 1897
L85 LBS IN-SX
PIN 445 450 3- 8
DL+LL DBFL - 0.34- AT S3
BTM 0.64 ZX 6 1650F1.5 1897
A
RLR 0 -10 3- 8
LL DEFL = o.21" [ 8RG-SPAY/360
WSS 0.98 2X 4 SPF-#3 865
D HORZ
G WORZ RLR 0 658 3- 8
SPAN/DEPL (DL+LL) - 999
WDG4A 2X 4 1650F1.5
REPETITIVE MEMBER STRESS USED-
LOAD CASE 14 WIND // RIDGE
PLATING CONFORMS TO TPI-95.
LUMBER STRESS INCREASE: 33.3%
PLATE VALUES MAY BE VERIFIED
LATERAL BRACING:
CONTINUOUS
PLATE STRESS INCREASE: 33.3%
WITH ROBBINS ENGINEERING.
TOP CHORD -
CHORD - CONTINUOUS
LOADING LIVE DEAD (PSF)
BASED ON SP AND SPP
BTM
L-F 1r-B S-E
TOP CUD 20.0 10.0
LUMBER USING GROSS AREA TEST.
ONE BRACE -
STM CHO 0.0 10.0
PLATES - 20 GAUGE LOCH
- H-M
TRUSS SPACING - 24.0 IN.
TOTAL 20.0 20.0 40.0
GRIPPING 514-250 PSI PER PAIR
INCLUDES 15.0t INCREASE
EXCEPTIONS:
A-B -22.ON 10.0
TENSION 1339- 465 PLI PER PAIR
LOAD CASE #1
LUMBER STRESS INCREASE: 15.01
C-0 -22.ON 10.0
SHEAR 784- 506 PLI PER PAIR
PLATE STRESS INCREASE: 15.0E
B-C -22.0N 10.0
D-0 22.ON 0.0
JT TYPE PLATE SIZE X Y
LOADING LIVE DEAD (PSF)
CONCENTRATED LOADS (LBS)
A R2-PLATES ON EACH SIDE*
TOP CHD 20.0 10-0
P 162 Q 514
11 2001 4.00 X 6.00 9.9 5.4
BTM CHD 0.0 10.0
20.0 20.0 40.0
SUPPORT CRITERIA
#2 2.2.00 2.2 22.
X.00
TOTAL
CONCENTRATED LOADS (LBS)
JT TYPE HORZ VERT WIDTH
X 9.00
51500 5.00
8 515.22
C $101 5.00 X 6.00 CTR 1.7
P 162 Q 514
LBS LBS IN-SX
PIN -16 323 3- 8
D 4000 4.00 X 6.00 CTR 1.7
SUPPORT CRITERIA
A
HORZ RLR 0 -88 3- 8
E 1070 4.00 X 0.00 CTR CTR
JT TYPE HORZ VERT WIDTH
D
RLR 0 241 3- 8
F 1030 4-00 X 6.00 CTR CTR -
LBS L85 IN-SX
0 1764 3- 8
G HORZ
TRUSS CONTAINS SHORT CANT-
G 1013 4.00 X 6.00 CTR CTR
A PIN
0 -152 3- 8
CONDITION(S) (DIM. GIVEN TO
H 1050 4.00 X 6.00 CTR CTR
CTR
b HORZ RLR
G HORZ RLR 0 2267 3- 8
OUTSIDE FACE OF BEARING)-
I 1030 4.00 X 6.00 CTR
4.00 2.5 1.0
ERG INSET NOTES
4.0 IN. ZX 4 WEDGE
J 1001 2.00 X
1050 4.00 X ,00 CTR CTR
LOAD CASE #2 WIND FROM LEFT
A
L 1050 4.00 X 600 CTR CTR
33.3%%
LUMBER STRESS INCREASEINCREASE-
LEFT RIGHT
H 1050 4.00 X 6.00 CTR CTR
PLATE STRESS INCREASE: 33.3Y
4SX
N 1050 4.00 X 6.00 CTR CTR
LOADING LIVE DEAD (PSF)
HEEL OIN -
O 4110 4.00 X 6.00 CTR 1.9
TOP CHD 20.0 10.0
0.0 10.0
HSMBR CSI P(LBS) Mg1ST M42ND
P
8TM CHD
TOTAL 20.0 20.0 40.0
TOP CHORDS
3026 C 0 -3125
Q
SI 1100 5.0a X 6.00 CTR 0.2
EXCEPTIONS:
A-K 0.6S
K-S3 0.77 2475 C 3125 0
S2 1100 5.00 X 6.00 CTR 0.2
A-B -4.8N 10.0
93-L 0.77 2393 C 0 -3323
53 1100 3.00 X 6.00 CTR 0.2
C-0 -22.ON 10.0
L-B 0.67 1641 C 3323 0
$4 1100 3.00 X 6.00 CTR 0.2
B-C -22.ON 10.0
0-0 17.1N 0.0
B-C 0:24 1169 C 0 0
CONCENTRATED LOADS (LBS)
C-M 0.62 1376 C 0 -3282
3282 0
NOTES:
1. TRUSSES MANUFACTURED BY --
P 162 Q 514
M-S4 0.56 1044 C
S4-N 0.46 1132 C 0 -2571
PRECISION TRUSS SYS.
SUPPORT CRITERIA
TYPE HORZ VERT WIDTH
N-0 0.47 422 T 2571 0
2. ANALYSIS CONFORMS TO
JT
LBS LBS IN-SX
BOTTOM CHORDS
TPI (ANSI/TPI 1-19g5).
3. WIND LOADS - ANSI/ASCE 7-93
A PIN -405 744 3- 8
A_J 0.34 2632 T 0 -265
0.45 2632 T 265 2862
TRUSS IS DESIGNED AS A
D HORZ RLR 0 -168 3- 8
S68 3- 8
J-P
P-S1 0.45 2632 T -2862 0
MAIN WIND -FORCE RES SYSTEM
G HORZ RLR 0
SI-I 0.36 2632 T p1119( bIll1q
WIND SPEED - 90 MPH
LOAD CASE #3 WIND FROM RIGHT
I-O 0.64 2109 TC�6 1 �'t MEAN ROOF HEIGHT - 25'
/ice EXPOSURE CATEGORYC
LUMBER STRESS INCREASE: 33.3t
O F 0.64 2109 TI•1814•,
00-
0,32 1399Q�'
OCCUPANCY CATEGORYPLATE
STRESS INCREASE: 33.34
F-E
! OCEANLINE DIST - l00 MILES
LOADING LLVC DEAD (PSF)
E-S2 0.13 951
S2-H 0.15 951~�T -834
y PREVENT TRUSS ROTATION AT
TOP CHD 20-0 10.0
RTM CHD 0.0 10.0
H-G 0.09 34i; C 8.14 �3.S2A
ALL HEARING LOCATIONS.
TOTAL 20.0 20.0 40.0
G-D 0.09 2E T 7% `6JVtl
AxCHOR TRv35 POP. A TOTArz
HORIZONTAL LOAD OF 445 LBS.
EXCEPTIONS:
WEBS
D-0 0.10 20
6. FASTEN TRUSS TO BRG D
A-B -22.ON 10-0
J-K = 253 T - STAX
•�.
j � FOR 168 LBS OF UPLIFT.
C-O -4.8N 10.0
-22-ON 10.0
I-L - 875 T r¢ 29
r � WHILE PERMITTING NO UPWARD
OP. BRG.
B.-C
D-O -14.8N 0.0
F-8 - 1197 T B' JO�� �•'•
`.��� MOVEMENT OF WALL
In
AUG 14 2000 2:37 PM
N TYPE SPAN P1-Hl
5 HIPP 420410 7
FR ROBBINS ENGINEERING 972 9636 TO PRECISION TRUSS P.07i21
OVERHANGS I JOB L!Tr1x '
1008 1020SIT00080947 AUGUA014 (08/10/00 44%;
SL 22-02-10
HO 4-05
12 4x6
7P-33 R
S3
2x4��
J
4x6=
A
TC -+ 6-08-08
BC 9-09-15
OniStar -- Version 40.0.212
RUN DATE= 8-11-00
CSI SIZE LUMBER 1.15FB
TOP 0.45 2X 4 1650F1.5 1897
BTM 0.69 2X 4 16SOPI-5 1897
WBS 0.86 2X 4 SPF-03 865
WDG@A 2X 4 1650F1.5
REPETITIVE MEMBER STRESS USED.
LATERAL BRACING:
TOP CHORD - CONTINUOUS
ATM CHORD - CONTINUOUS
ONE BRACE - K-F B-E
TRUSS SPACING - 24.0 IN.
LOAD CASE #1
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE- 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CBD 0.0 10.0
TOTAL, 20.0 20.0 40.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS LBS IN-SX
A PIN 0 1350 3- 8
D HORS RLR 0 -59 3- 8
G HORZ RLR 0 1904 3- B
LOAD CASE #2 WIND FROM LEFT
LUMBER STRESS INCREASE: 33.3%
PLATE STRESS INCREASE: 33.3i
LOADING LIVE DEAD (FSF)
TOP CHD 20.0 10.0
BTM CBD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
A-B -4.8N 10.0
C-N -22.ON 10.0
B-C -22.0N 10.0
D-N 17.1N 0.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS LBS IN-Sx
A PIN -407 332 3- 8
D HORI RLR 0 -113 3- 8
G HORZ RLR 0 249 3- 8
SxB= 5x6=
B C
SL 19-10-02
HO 1-06-10
4x6
L 3xG
S4
4x6
M
4x6
N
I S1 F E $2 H 0
4x6 3x6 4x6 4x8 3x6 4x6 G b
40 4x6 It
Q
02 14 i d-02-15 40000 i 6-02-15 i 5-09-01 5-01-11 ■
9-06-02 30$OS 6-04-11 5-09-01 5-01-11
40-04-00
LOAD CASE #3 WIND FROM RIGHT
LUMBER STRESS INCREASE: 33.3%
PLATE STRESS INCREASE: 33.3%
LOADING LIVE DEAD (PSP)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
A-B .-22.0N 10.0
C-N .-4.8N 10.0
B-C -22.ON 10.0
D-N -14.8N 0.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS LBS IN-SX
A PIN 451 49 3- 8
D HORZ RLR 0 95 3- 8
G HORZ RLR 0 270 3- 8
LOAD CASE #4 WIND // RIDGE
LUMBER STRESS INCREASE: 33.3t
PLATE STRESS INCREASE: 33.3%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS=
A-B -22.0N 10.0
C-N -22.ON 10.0
B-C -22.01q 10.0
D-N 22.ON 0.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS LBS IN-SX
A PIN -15 -85 3- 8
D HORZ RLR 0 -18 3- 8
G HORZ RLR 0 -95 3- 8
TRUSS CONTAINS SHORT CANT.
CONDITION(S) (DIM. GIVEN TO
OUTSIDE FACE OF BEARING).
ERG INSET NOTES
A 4.0 IN. 2X 4 WEDGE
LEFT RIGHT
HEEL OIN - 4SX
MEMBER FORCES (LBS)
TOP CHORDS
A-J - 2098 C J-S3 - 1860 C
53-3K - 1860 C A-B - 1197 C
B-C - 909 C C-L - 1053 C
L-S4 e6i c S4-M - 861 C
DL+LL DEFL = 0-31" IN A -I
LL DEFL - 0.09" < BEG-SPAN/360
SPAN/DEFL (DL+LL) - 999
PLATING CONFORMS TO TPI-95.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS ENGINEERING -
BASED ON SP AND SPF
LUMBER USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCK
GRIPPING 514-250 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1339- 46$ PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2002 4-00 X 6.00 3.0 2.0
B 5150 5.00 x 8.00 2.2 2.2
C 5101 5.00 X 6.00 CTR 1.7
D 4000 4.00 X 6.00 CTR 1.7
E 1070 4.00 X 8.00 CTR CTR
F 1030 4.00 X 6.00 CTR CTR
G 1013 4.00 X 6.00 CTR CTR
H 1050 4.00 X 0.00 CTR CTR
1 1010 4.00 X 6.00 CTR CTR
J 1001 2.00 X 4.00 CTR CTR
X 1010 4.00 X 6.00 CTR CTR
L 1050 4.00 X 6.00 CTR CTR
M 1050 4,00 X 6.00 CTR CTR
N 4110 4.00 X 6.09 CTR 1.8
S1 1100 3.00 X 6.00 CTR 0.2
S2 1100 3.00 X 6.00 CTR 0.2
S3 1100 3.00 X 6.00 CTR 0.2
S4 1100 3.00 X 6.00 CTR 0.2
k-N -
358 T
,,11µNUtry
BOTTOM
CHORDS
�1
A-1 -
1830 T
I-Sl +
142Qd
S1-F =
1420 T
F-E -
1 "
E-92 -
744 T
S2-H
H-G -
309 C
G-D =
WEBS
J-7. -
331 C
I-K
=' 485 '1
X-F
625 C
F-B =
611
B-E
343 C
E-C =
= 22S T
E-L
271 T
H-L
469 C s j
H-M -
1309 T
G-M «
%A7�D'.0
G-N -
318 C
D-N
%}8� T, / . .6
NOTES:
1. TRUSSES MANUFACTURED BY -
PRECISION TRUSS SYS.
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995).
3. WIND LOADS - ANSI/ASCE 7-93
TRUSS IS DESIGNED AS A
MAIN WIND -FORCE RES SYSTEM
WIND SPEED - 90 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
OCEANLINE DIST - 100 MILES
4. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 451 LBS.
429wHjjE
TEN TRUSS TO ERG A
85 LBS OF UPLIFT,
LE PERMITTING NO UPWARD
EMENT OF WALL OR ERG.
TEN TRUSS TO BEG D
113 LBS OF UPLIFT,
LE PERMITTINGNO UPWARD
EMENT OF WALL OR ERG.
TEN TRUSS TO BRG G
95 LBS OF UPLIFT,
PERMITTXNG NO VPWARD
EHENT OF WALL OR ERG.
AUG 14 2000 2:37 PM FP. ROBBINS
QUAN TYPE SPAN Pl-H1_ OVERHAND
4 HIPP 420410 7 1008 1020
-- 00_n7_ln
8
ENGINEERING 972 9606 TO PRECISION TRUSS P.09%21
5 JOB
TOOO80947 AUGUA014 08/10/00 44% 4
4x8= 4x6= B C vn a-_10
nr-IA
�`i 3X4 3XG 3x4 3x8 3x4
to
TC 6-OB-OB 6-02.-14 6-02-15 14-00-00 6-02-15 1 20504
BC 9-09-15 9-06-02 3-OB-08 6-04-11 20504
UniStar -- VerBian 40.0.212
RUN DATE: 8-11-00
CSI SIZE LUMBER 1.15FB
TOP 0.43 ZX 4 1650F1.5 1897
BTM 0.67 2X 4 1650FI.5 1897
WBS 0.75 2X 4 SPP-#1 865
WDGEA 2X 4 16SOP1.5
REPETII`IVE MEMBER STRESS USED.
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
ONE $RACE - K-F B-E H-L
- D-O
TRUSS SPACING - 24.0 IN.
LOAD CASE 41
LUMBER STRESS INCREASE: 15.0t
PLATE STRESS INCREASES 15.01
LOADING LIVE DEAD (PSF)
TOP CND 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LES IN-SX LBS TN-SX
A 1263 3- 8 D 1263 3- S
LOAD CASE #2 WIND FROM LEFT
LUMBER STRESS INCREASE: 33.3%
PLATE STRESS INCREASE= 33.3%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
STM CHD 0.0 10.0
TOTAL 20.0 20.0 40-0
EXCEPTIONS:
A-B -4.8N 10.0
C-0 -22.011 10.0
B-C -22.ON 10.0
D-O 17.1N 0.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
TIES LBS IN-SX
A PIN -328 331 3- 8
D HORZ RLR .4_ 194 q
i
No, I=5
• STATE OP
31-10-08
LOAD CASE #3 WIND FROM RIGHT
LUMBER STRESS INCREASE: 33.3%
PLATE STRESS INCREASE: 33.3%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CMD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
A-B -22.ON 10.0
C-O -4.8N 10.0
B-C -22.ON 10.0
D-O -14.8N 0.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS LBS IN-SX
A PIN 644 52 3- 8
D HORZ RLR 0 104 3- 8
LOAD CASE 94 WIND // RIDGE
LUMBER STRESS INCREASE: 33.3%
PLATE STRESS INCREASE: 33.3E
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTU CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
A-B -22.ON 10.0
C-0 -22.ON 10.0
H-C--22.ON 10.0
D-O 22.ON 0.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS LBS IN-SX
A PIN 15 -79 3- 8
D HORZ RLR 0 -61 3- 8
TRUSS CONTAINS SHORT CANT.
CONDITION(S) (DIM. GIVEN TO
OUTSIDE FACE OF BEARING).
ERG INSET NOTES
A 4.0 IN, 2K 4 WEDGE
LEFT RIGHT
HEEL OIN - 4SX
MEMBER FORCES (LBS)
TOP CHORDS
A-S = 1910 C J-S2 = 1672 C
52-•K - 1672 C A-B = 999 C
B-C - 714 C C-L - 826 C
L-0 = 436 C
BOTTOM CHORDS
A -I = 164$ T I-S1 - 1258 T
Sl-F 1258 T F-E - 062 T
E-H a 377 T H-D - 137 T
WEBS
J-I - 331 C I-K - 485 T
K-F - 625 C F-B - 616 T
B-E - 444 C E-C - 132 T
D �l-5l`i
3x6 It
MEMBER FORCES (LBS)
E-L = 532 T H-L - 869 C
H-0 - 1021 T D-0 - 1248 C
DL+LL DEFL - 0.30- IN A-1
LL DEFL = 0.09" < BRG-SPAN/360
SPAN/DEFL (DL+I,L) = 999
PLATING CONFORMS TO TPI-95-
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS ENGINEERING -
BASED ON SP AND SPP
LUMBER USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCE
GRIPPING 514-250 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2002 4.00 X 6.00 3.0 2.0
e $1SO 4.00 X 8.00 2.2 CTR
C 5101 4.00 X 6.00 CTR 1.7
D 4000 3.00 X 6.00 CTR CTR
E 1070 3.00 x 0.00 CTR CTR
F 1030 3.00 X 4.00 CTR CTR
H 1050 3.00 X 4.00 CTR CTR
Z 1010 3.00 X 4.00 CTR CTR
J 1001 2.00 X 4.00 CTR CTR
K 1010 3.00 X 4.00 CTR CTR
L 1050 3.00 X 4.00 CTR CTR
0 4110 3.00 X 6.00 CTR CTR
$1 1100 3.00 X 6.00 CTR 0.2
$2 1100 3.00 X 6.00 CTR 0.2
NOTES:
1. TRUSSES MANUFACTURED BY -
PRECISION TRUSS SYS-
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995).
3. WIND LOADS - ANSI/ASCE 7-93
TRUSS IS DESIGNED AS A
MAIN WIND -FORCE RES SYSTEM
WIND SPEED - 90 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
OCEANLINE DIST - 100 MILES
4. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 644 LBS.
S. FASTEN TRUSS TO ERG A
FOR 79 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG,
6. FASTEN TRUSS TO ERG 0
FOR 61 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG-
AUG 14 2000 2:38 PM
QUAN TYPE SPAN P1-H1
3 HIPP 420410 7
FR ROBBINS ENGINEERING 972 9606 TO PRECISION TRUSS P.09i21
OVERHANGS JOB j MARK j
1.008 10208T00080947 AUGUA014 (08/10/00 44$ ) jG�17\�.C7
4x8= 4x6= SL 10-00-10
C wn 6-OS--14
.1X4 -ono -••
g 6-02-14 1 6-02-15
-06-15 9-06-02
31-07-08
4-00-00 6-02-1$ 20504
3-08-08 6-Od-11 20504
Unj.Star -- versiOA 40.0.212
LOAD CASE $3 WIND FROM RIGHT
DL+LL DEFL 0.30' IN A -I
LL DEPL o.09' a BRG-SPAN/360
RUN DATE: B-1I-00
LUMBER STRESS INCREASE: 33.3%
STRESS INCREASE: 33.3■
SPAN/DEFL (DL+LL) . 999
CSI SIZE LUMBER 1.15PB
PLATE
LOADING LIVE DEAD (PSP)
20.0 10.0
PLATING CONFORMS TO TPI-95.
TOP 0.41 2X 4 1650F1.5 1897
TOP CHD
CHD 0.0 10.0
PLATE VALUES MAY BE VERIFIED
BTM 0.66 2X 4 1650FI.5 1897
BTM
TOTAL 20.0 20.0 40.0
WITH ROSBINS ENGINEERING.
WES 0.7$ 2X 4 sPF-N3 865
4 1650F3-5
EXCEPTIONS:
BASED ON SP AND SPF
WDGEA 2X
A-B -22.0N 10.0
LUMBER USING GROSS AREA TEST.
REPETITIVE MEMBER STRESS USED.
C-0 -4.8N 10.0
PLATES - 20 GAUGE LOCK
B-C -22.ON 10.0
GRIPPING 514-2SO PSI PER PAIR
LATERAL BRACING:
D-0 -14.8N 0.0
INCLUDES 15.06 INCREASE
TOP CHORD - CONTINUOUS
SUPPORT CRITERIA
TENSION 1339- 465 PLI PER PAIR
BTM CHORD - CONTINUOUS
JT TYPE HORZ VERT WIDTH
SHEAR 784- 506 PLI PER PAIR
ONE BRACE - K-F B-E H-L
LBS LBS IN-Sx
- D-O
A PIN 615 71 3- 8
JT TYPE PLATE SIZE X Y
TRUSS SPACING - 24.0 IN.
p HORZ RLR 0 lOd 3- B
B
5150 4.00 x 8.00 2.2 CTR
LOAD CASE #1
LUMBER STRESS INCREASE: 14.04
LOAD CASE N4 WIND // RIDGE
C Sf01 4.00 X 6.00 CTR 1.7
4000 3.00 X 6.00 CTR CTR
PLATE STRESS INCREASE- 15.0%
LUMBER STRESS INCREASE: 33.3%
INCREASE: 33.3%
D
E 1070 3.00 x 9.00 CTR CTR
LOADING LIVE DEAD (PSF)
PLATE STRESS
LOADING LIVE DEAD (PSF)
F 1030 3.00 x 4.00 CTR CTR -
TOP cHD 20.0 10-0
TOP CHD 20.0 10.0
H 1010 3.00 x 4.00 CTR CTR
BTM CHD 0.0 10.0
BTM CUD 0.0 10.0
I 1010 3.00 x 4.00 CTR CTR
TOTAL 20.0 20.0 40.0
TOTAL 20.0 20.0 40.0
J 1001 2.00 X 4.00 CTR CTR
SUPPORT CRITERIA
EXCEPTIONS=
K 1010 3.00 X 4.00 CTR CTR
JT REACT WIDTH JT REACT WIDTH
A-B 10.0
L 1050 3.00 X 4.00 CTR CTR
LBS IN-SX LSS IN-SX
-22.0N
10.0
0 4110 3.00 X 6.00 CTR CTR
A 1243 3- 8 D 1263 3- 8
C-O -22.ON
B-C 22.0N 10.0
Sl 1100 3.00 X 6.00 CTR 0.2
D-0 22.ON 0.0
S2 1100 3.00 x 6.00 CTR 0.2
LOAD CASE 02 WIND FROM LEFT
LUMBER STRESS INCREASE: 33.31
SUPPORT CRITERIA
HORZ VERT WIDTH
NOTES:
PLATE STRESS INCREASE: 33.3E
JT TYPE
LBS LES IN-SX
1. TRUSSES MA BY -
LOADING LIVE DEAD (PSF)
-62 3- 8
PRECISION TRVSSNUFACT$RED
YS
TOP CHD 20.0 10.0
A PIN -13
RLR 0 -61 '3- 8
CONFORMSTO
2. ANALYSIS CONFORMS TO
BTM CHD 0.0 10-0
D HORZ
TPI 1MS
TPI (SISI -
TOTALExCEP 20.0 20.6 40.0
LEFT RIGHT
3• HIND LOADS - ANSI/ASCF 7-93
EXCEPTIONS:
HEEL 22N - O5X
TRUSS IS DESIGNED AS A
A-g -4.8N 10.0
MAIN HIND -FORCE REP SYSTEM
C-O -22.0N 10.0
MSMSER FORCES (LSS)
WIND SPEED - 90 MPH
B-C -22.0N 10.0
TOP CHORDS
MEAN ROOF HEIGHT - 25'
D-0 17.1N 0.0
A-J = 1910 C J-8 2 - 1672 C
EXPOSURE CATEGORY - C
SUPPORT CRITERIA
'WIDTH
62-X - 1672 C R-B = 999 C
occOPANCY CATEGORY
JT TYPE HORZ VERT
B-C - 714 C C-L - 826 C
OCEANLiNE DIST100 MILES
LBS LSS IN-SX
= 436 C
q, ANCHOR TRUSS FOR A TOTAL
A PIN -329 323 3 8
L-O
BOTTOM CHORDS
HORIZONTAL LOAD OF 615 LBS.
D HORZ RLR 0 194 -
A -I - 1648 T Z-Si = 1259 T
5. FASTEN TRUSS TO BRG A
`���..�%STEjt
�hhA
Si-F - 1258 T F-E 862 T
E-H - 377 T e-D - 137 T
FOR 61 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
Q .
i��,
WEBS
MOVEMENT OP WALL OR ERG.
V•
4 ••
J-I = 331 C I-K 485 T
6. FASTEN TRUSS TO BRG D
`�
K-F a 62S C F-B = 616 T
FOR 61 LBS OF UPLIFT,
•
e-£ - 444 C E-C 132 T
WHILE PERMITTING NO UPWARD
�•
E-L $22 T F7-L = 869 C
MOVEMENT OF WHET. OR BRG-
=
H-0 f027 T D-O - 1248 C
4xB= 4x6=
B C
SL 14-01-14
HO 4-05-01
AUG 14 2000 2:38 PM FR ROBBINS ENGINEERING 972 9606 TO PRECISION TRUSS P.10i21
� � R.SAN�ypg gpP1-F11 OVEGS JOB 4 HIPP 420410 7 0 0 T00080947 AUGUA014{OS/�0/00 44�}iW'7-1
SL 21-11-03
Ho 6-01
4x6=
A /.
A
D
3 x611
TC I 6-OS-08
6-02-14
6-02-15 40000 6-02-15
5-11-12
gC 9-Od-15
9-06-02 30908 9-06-02
e
0
3s-az-oD
UniStar -- VerslOn 40.0.212
LOAD CASE 14 WIND // RIDGE
33.3%
PLATING CONFORMS TO TPI-95•
PLATE VALUES MAY BE VERIFIED
RUN PATE: 8-11-00
LUMBER STRESS INCREASE:
PLATE STRESS INCREASE: 33.3%
WITH ROBBINS ENGINEERING.
C8I SIZE LUMBER 1.15F$
LOADING
LIVE DEAD (PSF)
BASED ON SP AND SPF
LUMBER GGAUGESLOCKA TEST.
TOP 0.51 2X 4 165OF1.5 1897
Top CHUHTM CHD
10-0
20.0 10•D
PLATES - 200.0
BTM 0.70 2X 4 1650P1.5 1997
TOTAL
20.0 20.0 40.0
_ AIR
GRxDptCLUDES141550Zp
wus 0.61 2X 4 SPF-M3 965
EXCEPTIONS:
INCREASE
WOG@A 2X 4 1650F1.5
10.0
TENSION 1339- 465 PLI PER PAIR
REPETITIVE MEMBER STRESS USED.
A-H
C-L
-22.ON
-22.ON 10.0
SHEAR 784- 506 PLI PER PAIR
LATERAL BRACING:
B-C
D-L
-22.ON 10.0
22.ON 0.0
JT TYPE PLATE SIZE X Y
TOP CHORD - CONTINUOUS
SUPPORT
CRITERIA
A 2002 4.00 X 6.00 2.3 1.6
HTM CHORD - CONTINUOUS
JT TYPE
MORZ VERT WIDTH
$ 5150 4.00 X 8.00 2.2 CTR
ONE BRACE - J-F B-E K-G
LBS LBS IN-SX
C 5101 4.00 X 6.00 CTR 1.7
TRUSS SPACING - 24.4 TN.
A PIN
-13 -69 3- 8
D 4000 3.00 X 6.00 CTR CTR
D HORZ
RLR 0 -68 3- 8
E 1070 4.00 X 8.00 CTR CTR
LOAD CASE 91
F 10.00 X 4.00 CTR CTR
0
LUMBER STRESS INCREASE: 15.0E
LEFT RIGHT
G 10110 13.00 X 4.00 CTR CTR
PLATE STRESS INCREASE. 15.0%
HEEL
21N - USX
H 1010 3.00 x 4.00 CTR CTR
LOADING LIVE DEAD (PSP)
I 1001 2.00 X 4.00 CTR CTR
TOP CAD 20.0 10.0
MEMBER
FORCES (LBS)
J 1010 3.00 x 4.00 CTR CTR
BTM CHD 0.0 10.0
40.0
TOP CHORDS
K 1010 3.00 X 4.00 CTR CTR
TOTAL 20.0 20.0
A-i =
2190 C I-53 - 1951 C
L 4110 3.00 X 6.00 CTR CTR
SUPPORT CRITERIA
63-J =
1951 C J-8 1279 C
Si 1100 3.00 X 6.00 CTR 0.2
.IT REACT WIDTH JT REACT WIDTH
B-C -
1005 C C-K - 1163 C
1100 CTR 0.2
3.00
LHS IN-SX LHS IN-SX
K-L -
609 C
52 X 6.00 CTR 0.2
1100
A 1365 3- 8 D 1404 3- 8
BOTTOM CHORDS
LOAD CASE M2 WIND FROM LEFT
A-H ■
1889 T H-91 1499 T
1499 T F-E 1103 T
NOTES:
1• TRUSSES MANUFACTURED BY -
LUMBER STRESS INCREASE: 33.3%
S1-F -
E-52 -
697 T S2-G - 897 T
TRUSS
PLATE STRESS INCREASE: 33.3%
G-D
91 T
2_ ANALYSISNCONFORMSYS. TO
LOADING LIVE DEAD (PSF)
WEBS
TPI (ANSI/TPI 1-1995)•
TOP CHD 20.0 10.0
Y-H +
331 C H-J - 485 T
3• WIND LOADS - ANSI/ASCE 7-93
BTM CHD 0.0 10.0
J-F -
-
625 C F-B - 619 T
TRUSS IS DESIGNED AS A
TOTAL 20.0 20.0 40.0
B-E -
294 C E-C 279 T
MAIN WIND -FORCE RES SYSTEM
TXCEPTICNS:
E-K =
267 T K-G - 197 C
WIND SPEED - 90 MPH
A-H -4.SN 10.0
G-L
3045 T D-L = 1386 C
MEAN ROOF HEIGHT - 25'
C-L -22.ON 10.0
EXPOSURE CATEGORY - C
B-C -22.ON 10.0
D-L 17.1N 0.0
DL+LL
DEFL - 0,31' IN A-H
OCCUPANCY CATEGORY - 1
OCEANLIN$ DIST - 100 MILES
SUPPORT CRITERIA
LL DEFL 0.10" � HRG-SPAN/360
SPAN/DEFL (DL+LL) 999
4. ANCHOR TRUSS FOR A TOTAL
JT TYPE HORZ VERT WIDTH
HORIZONTAL LOAD OF 534 LBS,
L$S LHS IN-SX
5• FASTEN TRUSS TO ERG A
PIN -349 340
A 3- 8
FOR 68 LBS OF UPLIFT,
D HORZ RLR 0 340 3- 8
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
LOAD CASE f3 WIN❑ FROM RIGHT
6. F TRUSS TO BRG 0
LUMBER STRESS INCREASE: 33.3%
\`\�iµl{III lff
FOR 68 L$S OF UPLIFT,
0
PLATE STRESS INCREASE: 33.1%
\\�\\Ca //ij
WHILE PERMITTING NO UPWARD
LOADING LIVE DEAD (PSF)
���1^,.. ... a
MOVEMENT OF WALL OR BRG•
TOP CHD 20.0 10.0
$TM cHD 0.0 lo.o
�. IS
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
10-0
-
t
No :7 =
A-B -22.ON
C-L -4.0 10.0
-
B-C -Z2.aN 10.0
0.0
• Y t r
D-L -14.8N
SUPPORT CRITERIA
JT TYPE HOAZ VERT WIDTH
i�� ••• �,-' ��
LBS
L275
'`'/v��
534
D t30PINRLR 3- 8
,f,,;�,�
AUG 14 2000 2:38 PM
N TYPE SPAN P1-HI
1 4.3 160000 12
FR ROBBINS ENGINEERING
OVERHANGS J00
1008 1008 T00080947
SL 11-03-12
HO 8 11
8-08-11
3x4
K
2x4 11
J
2x4 ii
A
I
2x4 it
972 9606 TO PRECISION TRUSS P.11i21
I M lKr% I
AUGUA014 (08/10/00 44%
4x4=
B
lz
c-rY�
12 2xd II
2x4 11 G
F
E
3x8
o N
TC 4-00-00 3-06-04
BC.' N 4-00-00 7-00-08
ti
aniStar Version 40.0.212
RUN DATE: 8-11-00
CST SIZE LUMBER 1.15F8
TOP 0.23 2X 4 16SOFI.5 1897
BTM 0-17 2X 4 16$0F1.5 1897
NBS 0.43 2X 4 SPF-►3 865
REPETITIVE MEMBER STRESS USED.
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
ONE BRACE - B-D
TRUSS SPACING - 24.0 IN -
LOAD CASE it
LUMBER STRESS INCREASE: 15.0t
PLATE STRESS INCREASE: 15.05
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 29.0 20.0 40.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
I 408 3- 8 D 871 3- 8
LOAD CASE $2 WIND FROM LEFT
LUMBER STRESS INCREASE: 33.3%
PLATE STRESS INCREASE: 33.3%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM COD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
C-M 17.1N 0.0
A-J 14.aN 0.0
J-H -4.3N 10.0
B-M -22.ON 10.0
A -I -30.6N 10.0
D-C O.ON 10.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS LBS IN-Sx
T PIN -345 35 3- 6
D HORZ RLR 0 137 3- S.
The transfer of loads to the rob 0�
Diaphragm and bracing for: AZ
horizontal wind loads is the
Responsibility of the Budding
Designer. Y
16-00-00
SL 11-03-12
HO 6-11
3x4
L
2x4 II
C
U H
D\�L" 2x4 11
00
3x8
IC4--.
16-04 L4-00-00 I a-OU-00
LOAD CASE f3 WIND PROM RIGHT
LUMBER STRESS INCREASE: 33.31
PLATE STRESS INCREASE: 33.3%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
C-M -14.8N 0.0
A-J -17.1N 0.0
J-B -22.014 10.0
B-M -4.314 10.0
A -I O.ON 10.0
D-C -30.6N 10.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS LBS IN-SX
I PIN 345 118 3- 8
D HORZ RLR 0 -190 3- 8
LOAD CASE #4 WIND // RIDGE
LUMBER STRESS INCREASE: 33.31
PLATS STRESS INCREASE: 33.3%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
C-M 22.ON 0.0
A-J -22.0N 0.0
J-B -z2.ON 10.0
D-M -22.ON 10.0
A -I -30.6N 10.0
D-C -30.6N 10.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS LBS IN-SX
I PIN 0 -5 3- 8
D HORZ RLR 0 -395 3- 8
MEMBR
CSI P(LBS) M@1ST M@2ND
TOP CHORDS
0.10 57 T 0 -461
0.16 278 C 461 -1062
0.18 305 C ID62 0
0.20 259 T 0 1170
0.23 191 T 1217 -501
0.10 62 T SOl 0
BOTTOM CHORDS
:0.05 9 T O -z32
3).15 340 T -11 -823
1.17 300 T 823 -846
3:.15 9 T 279 198
3.06 9 T -199 0
WEBS
66 T I-X - 448 C
257 T E-F - 294 T
MEMBR CST P(LBS) M@1ST M@ZND
E-B - 381 T B-D - 470 C
D-G - 309 T D-L - 273 T
H-L = 194 C C-M = 75 T
DL+LL DBPL - 0.06' IN E-D
LL DEFL = 0.04' < BRG-SPAN/360
SPAN/DEFL (DL+LL) = 999
PLATING CONFORMS TO TPI-95.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS ENGINEERING.
BASED ON SP AND SPF
LUMBER USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCK
GRIPPING 514-250 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 4000 2.00 X 4.00 CTR CTR '
B 3010 4.00 X 4.00 CTR 2.2
C 4000 2.00 X 4.00 CTR CTR
D 1073 3.00 X B.00 CTR CTR
E 1073 3.00 X 8.00 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 4100 2.00 X 4.00 CTR CTR
K 1050 3.00 X 4.00 CTR CTR
L 1050 3.00 X 4.00 CTR CTR
N 4100 2.00 X 4.00 CTR CTR
NOTES:
1. TRUSSES MANUFACTURED BY -
PRECISION TRUSS SYS.
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995).
A. WIND LOADS - ANSI/ASCE 7-93
TRUSS IS DESIGNED AS A
MAIN WIND -FORCE RES SYSTEM
WIND SPEED - 90 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
OCEANLINE DIST - 100 MILES
4. FASTEN TRUSS TO CANT.
BRG(S) FOR 26B LBS UPLIFT.
5. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 345 LES.
6. FASTEN TRUSS TO ERG D
FOR 395 LBS OF UPLIFT.
wBILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
PUG 14 2000 2:39 PM FR ROBBINS ENGINEERING 972 9606 TO PRECISION TRUSS P.12i21
M1iKA
TypB SPAN Pl�Hl OVERRAN GS JOB
4 KD 160000 12 1008 1008 T00080947 AUGUA014 08/10/00 44% R10
4x4 CT. 11-03-12
m
O N
T�CI i' 3 OS 06 4-00-14 4-00-14 1 3-05-06 ;n
HCI N 7-06-04 7-06-04
ti
UniStar -- Version 40.0.212
RUN DATE: 8-11-00
CSI SIZE LUMBER 1.1SFB
TOP 0.21 2X 4 165OF1.5 1897
BTM 0.28 2X 4 1650F1.5 1997
WBS 0.43 2x 4 SPF-#3 865
REPETITIVE MEMBER STRESS USED.
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN.
LOAD CASE #1
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0Y
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
Las IN-SX LBS IN-Sx
H 639 3- 8 G 639 3- 8
LOAD CASE #2 WIND FROM LEFT
LUMBER STRESS INCREASE: 33.3%
PLATE STRESS INCREASE* 33.3%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
C-L 17.1N 0.0
A -I 14-SN 0.0
I-B -4.3N 10.0
B-L -22.ON 10.0
A-H -30.6N 10.0
G-C O.ON 10.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS BS IN-SX
H PIN -345 3- e
G HORZ RLR
': Td15T
1 �9
16-00-00
LOAD CASE #3 WIND FROM RIGHT
LUMBER STRESS INCREASE: 33.3%
PLATE STRESS INCREASE: 33.3%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONSI
C-L -14.8N 0.0
A -I -17.1N 0.0
I-B -22.ON 10.0
B-L -4.3N 10.0
A-H O.ON 10.0
G-C -30.6N 10.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS LBS IN-SX
H PIN 345 100 3- 8
G HORZ RLR 0 72 3- 8
LOAD CASE 44 WIND // RIDGE
LUMBER STRESS INCREASE: 33.3%
PLATE STRESS INCREASE: 33.3%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
C-L 22.ON 0.0
A -I -22.ON 0.0
Z-B -22.ON 10.0
B-L -22.ON 10.0
A-H -30.6N 10.0
G-C -30.6N 10.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS LBS IN-SX
H PIN 0 -78 3- 8
G HORZ RLR 0 -78 3-'8
MEMBR CSI P(LBS) M81ST M02ND
TOP CHORDS
I-7 0.13 74 C 0 556
J-E 0.21 200 T -1045 1221
E-B 0.20 420 C 1271 0
B-F 0.20 420 C 0 -1271
F-X 0.21 200 T -1221 1045
X-L 0.13 75 C -565 0
BOTTOM CHORDS
A-li 0.07 9 T 0 -526
H-D o.26 379 T 405 -1430
D-G 0.28 379 T 1430 -405
G-C 0.07 9 T $26 0
WEBS
A-Y - 104 C H-J - 311 T
H-E - 606 C E-b - 236 T
O-B 375 T ➢-F - 236 T
Cs
MEMBR CSI P(LBS) NV INT NE 40U
F-G - $06 C G-K = 311 T
C-L - 105 C
DL+LL DEFL - 0.07• IN H-D
LL DEFL - 0.01" < BRG-SPAN/360
SPAN/DEFL (DL+LL) = 999
PLATING CONFORMS TO TPI-95.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS ENGINEERING.
BASED ON SP AND SPF
LUMBER USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCK
GRIPPING 514-250 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1339- 465 pLI PER PAIR
SHEAR 784- 506 PLY PER PAIR
JT TYPE PLATE SIZE x Y
A 4000 2.00 X 4.00 CTR CTR
B 3001 4.00 X 4.00 CTR 2.2
C 4000 2.00 x 4.00 CTR CTR
D 1070 3.00 X 8.00 CTR CTR
E 1012 3.00 X 4.00 CTR CTR
F 1012 3.00 X 4.00 CTR CTR
G 1030 3.09 X 4.00 CTR CTR
H 1050 3.00 X 4.00 CTR CTR
I 4100 2.00 X 4.00 CTR CTR
J 2001 2.00 X 4.00 CTR CTR
r 1001 2.00 X 4.00 CTR CTR
L 4100 2.09 X 4.00 CTR CTR
NOTES:
1. TRUSSES MANUFACTURED BY -
PR>CISION TRUSS SYS.
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995)-
3. WIND LOADS - ANSI/ASCE 7-93
TRUSS IS DESIGNED AS A
MAIN WIND -FORCE RES SYSTEM
WIND SPEED - 90 KPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
OCEANLINE DIST - 100 MILES
4. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 345 LBS.
S. FASTEN TRUSS TO BRG H
FOR 78 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
6, FASTEN TRUSS TO SRO G
FOR 78 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG,
AUG 14 2000 2:39 PM FR ROBBINS ENGINEERING 972 9606 TO PRECISION TRUSS P.13i21
MARK I
QUAN TYPE SPAN P1-Xl
3 4.3 160000 12
ERHi"GS rl'00'0080947
0 0 ATJGUA014 08/10/00 44% R11
SL 11-03-12
8-08-11
5X6
A
4x611
a
i l� try rxa ••
SL 11-03-12
HO B-11
TC 4-00-14 3-11-02 1 3-11-02 4-00-14
BC 5-04-05 5-02-14 5-0
UniStar -- version 40.0.212
RUN DATE: 8-11-00
:.3-PLY TRUSS
CST SIZE LUMBER 1.15FB
TOP 0.10 2X 4 1650FI.5 IS"
ATM 0.79 2X 6 1650FI.5 1897
WBS 0.85 2X 4 SPF-t3 865
WDG2A 2X 8 SF-DSS
WDG4C 2X 8 SP-DSS
REPETITIVE MEMBER STRESS USED.
LATERAL BRACING:
TOP CHORD CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN.
LOAD CASE #1
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PLF)
TOP CHD 40.0 20.0
ATM CHD 381.7 401.7
TOTAL 421.7 421.7 843.3
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
A 6500 3- 8 C 6500 3- 8
LOAD CASE 42 WIND LOAD
LUMBER STRESS INCREASE: 33.3%
PLATE STRESS INCREASE: 13.3%
LOADING LIVE DEAD (FLF)
TOP CHD -53.7 20.0
ATM CHD -512.6 401.7
TOTAL -566.4 421.7 -144.7
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS LSS IN-SX
A PIN 0 -1115 3- S
C HORZ RLR 0 -1115 3- 8
TRUSS CONTAINS SHORT CANT.
CONDITIONS) (DIM. GIvBN TO
OUTSIDE FACE OF BEARING).
BRG INSET NOTES
A 4.0 IN. 2X 8 WEDGE
C 4.0 IN. 2X 8 WEDGE
LEFT RIGHT
HEEL 3IN - 12SX 3TN - 12SX
MEMBER FORCES (LBS) - EACH PLY
TOP CHORDS
A-F - 2130 C F-B 2104 C
B-G 2104 C G-C = 2130 C
BOTTOM CHORDS
A-E = 1506 1 E-D 1030 T
16-00-00
MEMBER FORCES (LBS) - EACH PLY
D-C 1506 T
WEBS
F-E • 65 C E-B - 1519 T
B-D + 1519 T D-G - 65 C
DL+LL DEFL - 0.13' IN A-E
LL DEFL - 0.08" � BRG-SPAN/360
SPAN/DEFL (DL+LL) 1 999
PLATES ARE FOR EACH PLY
PLATING CONFORMS TO TPI-95.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS ENGINEERING.
BASED ON SP AND SPF
LUMBER USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCX
GRIPPING 514-250 PSI PER PAIR
INCLUDES IS.0% INCREASE
TENSION 1339- 465 PLY PER PAIR
SHEAR 784- 506 PLY PER PAIR
JT TYPE PLATE SIZE x Y
A 2002 5.00 X 6.00 1.8 1-8
a 301OR 4.00 X 6.00 3.0 CTR
C 2002 5.00 X 6.00 1.8 1.8
D 1010 7.00 X 8.00 CTR 4.4
E 1010 7.00 X 8.00 CTR 4.4
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
.29
NOTES:
1. TRUSSES MANUFACTURED BY -
PRECISION TRUSS SYS.
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995)-
3. WIND LOADS - ANSI/ASCE 1-93
TRUSS IS DESIGNED AS A
MAIN WIND -FORCE RES SYSTEM
WIND SPEED - 90 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - I
OCEANLXNE DIST - 100 MILES
4. PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS-
5. FASTEN TRUSS TO ERG A
FoR1115 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
6. FASTEN TRUSS TO ARC C
FOR1115 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
7. GIRDER CONDITION. -
COMMON GIRDER TYPE.
TIE-IN TRUSSES ON BTM CHD
WITH SPAN OF 40.167 LZ-
8. USE PROPERLY RATED HANGERS
FOR LOADS FRAMING INTO
GIRDER TRUSS.
9, 3 COMPLETE TRUSSES REQUIRED.
FASTEN TRUSSES TOGETRER W/
16d NAILS AS EACH LAYER IS
APPLTED,STAGGERED AS FOLLOWS
MEMBER ROWS SPACING(IN)
TOP CHD 1 12.0
BTM CHD 2 3.5
WEBS 1 12.0
PLUS CLUSTERS OF NAILS IF
SHOWN.
AUG 14 2000 2:40 PM FP, ROBBINS ENGINEERING 972 9606 TO PRECISION TRUSS P.14i21
QUAN TYPE SPAN P1-Ii1 OVERHANGS J013
MARK
5 KU 160000 8 1008 1008 TO0080947 AUGUA014 08/10/00 44% R18
SL 9-07-06
SL 9-07-07
HO 5-03
HO 5-03
12
g 2x4� 2x44
E F
5-09-03
4x6=
4x6= C
A
p 0
L� 3x8
m
11-00 4-01-00
4 01 0o i 3-I1-00 �3-
BC B-00-00 8-00-DO
4x4=
B
16-00-00
UniStar --
Version 40.0.212
LOAD CASE #3 WIND FROM RIGHT
PLATING CONFORMS TO TPI-95.
PLATE VALUES MAY BE VERIFIED
RUN DATE:
8-i1-00
LUMBER STRESS INCREASE: 33.31
33.31
WITH ROBBINS ENGINEERING -
PLATE STRESS INCREASE:
CSI
SIZE LUMBER 1.15FB
LOADING LIVE DEAD (PSF)
BASED ON SP AND SPF
LUMBER USING GROSS AREA TEST.
TOP 0.17
2X 4 1650PI.5 1897
TOP CHD 20.0 10.0
PLATES - 20 GAUGE LOCK
BTM 0.37
2X 4 165OF1.5 1897
BTM CHD 0.0 0.0
40.0
GRIPPING14-250 P SI PER AIR
WBS 0.17
2X 4 SPF-#3 865
2
TOTAL 20.0 20.0
INCLUDES25.0%INCREASE
WDGAA
2X 4 1650F1-5
EXCEPTIONS:
10.0
TENSION 1339- 965 PLI PER PAIR
WDGlC
2X 4 1650F1.5
A-B -22.ON
SHEAR 7B4- 506 PLZ PER PAIR
REPETITIVE
MEMBER STRESS USED.
B-C -21.9N 10.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
JT TYPE PLATE SIZE X Y
LATERAL BRACING:
LBS IN-SX LBS IN-SX
A 2002 4.00 X 6.00 3.4 2.2
TOP CHORD
- CONTINUOUS
3-
8 30D1 4.00 X 4.00 CTR
TINUOUS
A -47 3- 8 C -46 8
2 2
BTM CHORD - CAN
TRUSS SPACING - 24.0 IN.
LOAD CASE 01
LUBBER STRESS INCREASE: 15.04
PLATE STRESS INCREASE: 15.0E
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 616 3- 8 C 616 3- 8
LOAD CASE #2 WIND FROM LEFT
LUBBER STRESS INCREASE: 33.3%
PLATE STRESS INCREASE: 33.34
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
A-B -21.9N 10.0
B-C -22.ON 10.0
SUPPORT CRITERIA
JT REACT WIDTH ST REACT WIDTH
LBS IN-SX LBS IN-SX
A -46 3-.8 C -47 3- B
LOAD CASE #4 WIND // RIDGE
LUMBER STRESS INCREASE: 33.3%
PLATE STRESS INCREASE: 33.3%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
A-B -22.ON 10.0
B-C -22.ON lO-0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
A -47 3- 8 C -47 3- 8
TRUSS CONTAINS SHORT CANT.
CONDITION(S) (DIM. GIVEN TO
OUTSIDE FACE OF BEARING),
BRG INSET NOTES
A 4.0 IN. 2X 4 WEDGE
C 4.0 IN. 2X 4 WEDGE
LEFT RIGHT
HEEL 1IN - OSX JIN - OSX
MEMBER FORCES (LBS)
TOP CHORDS
A-E - 775 C E-B = 571 C
B-F - 571 C F-C - 775 C
BOTTOM CHORDS
A-D 645 T D-C - 645 T
WEDS
E-D = 209 C D-B - 398 T
D-F 209 C
DL+LL DEFL - 0.10" IN D-C
LL DEFL = 0.02" < BP-SPAN/360
SPAN/DEFL (DL+LL) - 999
C 2002 4.00 X 6.00 3.4
D 1070 3.00 X 6.00 CTR CTR
E 1001 2.00 X 4.00 CTR CTR
P 1001 2.00 X 4.00 CTR CTR
NOTES:
1. TRUSSES MANUFACTURED BY
PRECISION TRUSS SYS.
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995)-
3. WIND LOADS - ANSI/ASCE 7-93
TRUSS IS DESIGNED AS A
MAIN WIND -FORCE RES SYSTEM
WIND SPEED - 90 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
OCEANLINE DIST - 100 MILES
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AUG 14 2000 2:41 PM FR ROBBINS ENGINEERING 972 9606 TO PRECISION TRUSS P.17i21
MAKA I
N TYPE SPAN P1-H1 OVERHANGS JOS
8 ATI2 220800 12 10208 10208 T00080947 AUGUA014 08/10/00 44%R25
4 X6 11
SL 12 -08-12
D
HO 3-0-1112
lz�c
ly
12-00-114x4A
3x6 I 1Ox10
m
o
TC I 4-07-12 � �+ 12-11-07
SC 4-07-12
unistar version 40.0.212
RUN DATE: 8-11-00
CSI SIZE LUMBER 1.15PB
TOP 0.39 2X 6 165OF1.5 1897
BTM 0.45 2X14 SP-DSS 2470
WBS 0.48 2X 4 SPF-43 865
REPETITIVE MEMBER STRESS USED.
LATERAL BRACING:
TOP CHARD - CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN.
LOAD CASE 11
LUMBER STRESS INCREASE: 15.01
PLATE STRESS INCREASE2 15-U%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
ExCEPTIONS2
I-H 40.0 10.0
C-E 0.0 10-0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
A 1474 3- 8 G 1474 3- 8
LOAD CASE 12
LUMBER STRESS INCREASE: 0.04
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 0.0 10.0
BTM CHD 0.0 10.0
TOTAL 0.0 20.0 20.0
EXCEPTIONS:
I-H 40.0 10.0
C-E 0.0 10.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
A 1034 3- 8 G 1034 3- 8
LOAD CASE #3
LUMBER STRESS INCREASE: 33.0%
PLAT$ STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 20-0 10.0
BTM CHD 0.0 10.0
TOTAL 70.0 20.0 40.0
EXCEPTIONS:
C-E 0.0 10.0
K-O 20.ON 10.0
L-M -15.014 10.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
4x611
L
3 7✓Qn
E
� 3� a F
3x�
H
7X8
4-00-00 1 2-11-07 L~
12-08-08
22-DO-OQ
LBS LBS TN-SX
A PIN -666 634 3- 8
G HORZ RLR 0 660 3- 8
LOAD CASE #4
LUMBER STRESS INCREASE: 33.0%
PLATE STRESS INCREASE: 15.08
LOADING LIVE DEAD (PSF)
TOP CHO 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
C-E 0.0 10.0
K-D -15.ON 10.0
L-M 20.ON 10.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS LSS IN-SX
A PIN 666 660 3- 8
G HORZ RLR 0 634 3- 6
LOAD CASE #5
LUMBER STRESS INCREASE: 15.0t
PLATE STRESS INCREASE: 15.0!
LOADING LIVE DEAD (PSF)
Top CHD 20.0 10.0
BTM CHD 0.0 10_0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
I-H 40.0 10.0
C-E 0.0 10.0
L-M O.ON 10.0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS LBS IN-SX
A PIN 0 1400 3- 8
G HORZ RLR 0 1188 3- 8
MEMBR CSI P(LBS) MIST MQ2ND
TOP CHORDS
K-B 0.30 1194 C 0 109
8-C 0.39 931 C -109 -5694
C-D 0.39 330 C 4495 0
D-L 0.09 248 C 0 0
L-E 0.36 268 C 0 -6922,
E-F o.37 895 c 2783 440.$
F-H 0.38 1249 C -4403
BOTTOM CHORDS
A-1 0.04 667 T 0 0,
I-H 0.45 850 T 0-2g320:
H-G 0.40 0 T 4294 = 0;
WEBS
A-K 1429 C K-I - 9* 4r,
Z-a - 334 'S C-J - 78S A!
D-J 262 T J-B - r.j
J-L 249 T H-F = 516*;
SL 12-08-12
HO 3-00.-11
3x6(►
4x4
M
3X611�'
4-07-12
------- H
4-07-12
MEMBR CSi P(LBS) MQJST Me2ND
H-M - 960 T G-M - 1506 C
DL+LL DEFL + 0.37" IN E-F
LL DEPL - 0.36" [ BRG-SPAN/360
DL+LL HOR2 0.58" AT B
SPAN/DEFL (DL+LL) = 704
PLATING CONFORMS TO TPI-95.
PLATE VALUES MAY BE VERIFIED
WITH ROB15INS ENGINEERING.
BASED ON SP AND SPP
LUMBER USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCK
GRIPPING 591-250 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1339- 465 PLI PER PAIR
SHEAR 704- 506 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 4000 3.00 X 6.00 4.0 1.5 -
C -.
D 5093R 4.00 X 6.00 3.0 2.0
E
F
G 4000 3.00 X 6.00 4.0 1.5
H 1050 7.00 X 8.00 4.5 4-6
I 1130 10.00 X10.00 1.5 7.0
J 1010 3.00 X 4.00 CTR CTR
K 4110 4.00 X 4.00 2.5 2.0
L 5093R 4.00 X 6.00 3.0 2.0
M 4110 4.00 X 4.00 2:5 2.0
R - PLATE IS ROTATED BY 90 DEC
NOTES:
1. TRUSSES MANUFACTURED BY
PRECISION TRUSS SYS.
Z. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995).
NCHOR 'TRUSS FOR A TOTAL
ORIZONTAL LOAD OF 666 LBS.
' 1t't ROVIDE DRAINAGE TO
VENT WATER PONDING.
TO TRUSS CONFIGURATION
EXTRA CARE IN HANDLING.
�15•�q OVERALL HEIGHT -TO -
RATIO, OUALIFIED
IGM OF PERMANENT
RACI& IS REQUIRED.
T OF
AUG 14 2000 2:41 PM FR ROBBINS ENGINEERING 972 9606 TO PRECISION TRUSS P.16i21
OB MARK
QUAN TYPE SPAN P1-H1 OVERHANGS
J
220800 12
0 10208
T00080947 AUGUA014
08/10/00 44% R27
2 AT12
}
Q -p 2-
4x611 4x611
+
SL 12-08-12
p L
SL 12-08-12
HO 3-00-11
HD 3-00-11
12
�
�3x� E
12
C
F
B
3xvi, 3zSa
3x�)
3x drr
-
4X4
4x4
M
K
A
= H
3x611 1Ox10 Sx6
G
v\
3x611
M, Q
a
TC
4-07-12
a
-�+ 2-11-07 4-00-00 2-11-07
a
4-07-12 �+
BC
4-07-12
12-08-08
4-07-12
22-00-00
VniStar -- VerSi.Op 40.0.212
K-D 20.011 20.0
HEXER CSI p(LBS) M@1ST M02ND
WEBS
RUN DATE: 8-11-00
L-M -15-ON 10.0
SUPPORT CRITERIA
=
A-K 715 C K-I 477 T
«ff rf tf wwwf♦fww
JT TYPE HORZ VERT WIDTH
LBS LBS IN-SX
I-B = 167 T C-J - 394 C
D-J a 131 T J-E - 373 C
« 2-PLY TRUSS w
A PIN -666 634 3- 8
�ffff«wffft«wwf
G HORZ RLR 0 660 3- 8
HN „ 480 T G-M - 753 C
-
CSI SIZE LUMBER 1.1$FB
LOAD CASE 14
DL+LL DEFL r 0.18" IN E-F
TOP 0.19 2X 6 1650F1.5 1897
2470
LUMBER STRESS INCREASE: 33.0%
LL DEFL = 0.18' ERG-SPAN/360
BTM 0.23 2X10 SP-DSS
wBS 0.23 ZX 4 SPF-!3 86$
PLATE STRESS INCREASE: 15.01
DL+LL HORZ 0.29'rA999
SPAN/DEFL (DL+LL)
REPETITIVE MEMBER STRESS USED.
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
PLATES ARE FOR EACH PLY
LATERAL BRACING:
TOP CHORD - CONTINUOUS
TOTAL 20.9 20.0 40.0
PLATING CONFORMS TO TPZ-95.
BTM CHORD - CONTINUOUS
EXCEPTIONS:
C-E 0.0 10.0
PLATE VALUES HAY BE VERIFIED
TRUSS SPACING - 24.0 IN.
K-D -15.ON 10.0
WITH ROBBIN5 ENGINEERING.
LOAD CASE !1
L-M 20.ON 10.0
BASED ON SP AND SPF
LUMBER USING GROSS AREA TEST.
LUMBER STRESS INCREASE: 15.01
SUPPORT CRITERIA
TYPE HORZ VERT WIDTH
PLATES - 20 GAUGE LOCK y
PLATE STRESS INCREASE: 15.01
JT
LBS LBS IN-SX
GRIPPING 581•-250 PSI PER PAIR
LOADING LIVE DEAD (PSF)
A PIN 529 663 3- 8
INCLUDES 15.0E INCREASE
TOP CHD 20.0 10.0
G HORZ RLR 0 638 3- 8
TENSION 1339- 465 PLI PER PAIR
STM CHD 0.0 10.0
SHEAR 784- 506 PLI PER PAIR
TOTAL 20.0 20.0 40.0
LOAD CASE 45
E XCEPTIONS:
I-9 40-0 10.0
LUMBER STRESS INCREASE: 15.01
JT TYPE PLATE SIZE X Y
4000 3.00 x 6.00 4.0 1.5
C-E 0.0 10.0
PLATE STRESS INCREASE: 15.04
A
B -
SUPPORT CRITERIA
LOADING LIVE DEAD (PSF)
20.0 10.0
C
JT REACT WIDTH JT REACT WIDTH
TOP CHD
BTM CUD 0.0 10.0
D 5093R 4.00 X 6.00 3.0 2.0
'� . n
LB& IN-SX LBS IN-SX
1474 3- 8 G 1474 3- 8
TOTAL 20.0 20.0 40.0
F
A
EXCEPTIONS:
40.0 10.0
G 4000 3.00 x 6.00 4.0 1.5
LOAD CASE !2
I-H
C-E 0.0 10.0
H 1050 5.00 X 6.00 CTR 5.0
LUMBER STRESS INCREASE: 0.0%
L-M 0. ON 10.0
I 1130 10.00 XIO.00 1.5 7.0
PLATE STRESS INCREASE: 15.0E
SUPPORT CRITERIA
J 1010 3.00 X 4.00 CTR CTR
LOADING LIVE DEAD (PSF)
JT TYPE HORZ VERT WIDTH
K 4110 4.00 X 4.00 CTR CTR
TOP CHD 0.0 10.0
LBS LBS IN-SX
L 5093R 4.00 x 6.00 1.0 2.0
BTM CUD 0.0 10.0
A PIN 0 1400 3- 8
M 4110 4.00 x 4.00 CTR CTR
TOTAL 0.0 20.0 20.0
G HORZ RLR 0 lies 3- 8
EXCEPTIONS:
R PLATE IS RO A BY 90 DEG
I-R 40.0 10.0
C-E 0.0 10.0
SUPPORT CRITERIA
MEMBER FORCES - EACH PLY
MEMBR CSI P(LBS) M@1ST M@2ND
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
TOF CHORDS
54
1.���,.•' Qtis rr 4��
R4t '-
A 1034 3- 8 G 1034 3- 8
K-8 0.15 597 C 0
`/` .• .�
B-C 0.19 466 C -54 -2847
LOAD CASE !3
C-D 0.19 164 C 2251 0
0 0
_
LUMBER STRESS INCREASE: 33.01
D-L 0.04 123 C
L-E 0.10 134 C 0 -3461
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
E-F 0.18 449 C 1391 2201
0
s
T
TOP CHO 20.0 10.0
F-M 0.19 625 C -•2201
� A . E F �
8TM CHD 0.0 10.0
BOTTOM CHORDS
334 T 0 0
ri��Q�'•. ��•:
TOTAL 20.0 20.0 40.0
A -I 0.02
I-H o.23 42S T 0-14160
������`
A -.••''
CXCEPTIONS:
C•-E 0.0 10.0
H-G 0.20 0 T 2146 0
''1����,f11111111►++
AUG 14 2000 2:42 PM FR ROBBINS ENGINEERING 972 9606 TO PRECISION TRUSS P.19i21
NOTES:
1. TRUSSES MANUFACTURED SY -
PRECTSION TRUSS SYS.
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995).
�
f•• 3. ANCHOR TRUSS POR A TOTS
HORIZONTAL LOAD OF 666 LES.
4. PROVIDE DRAINAGE TO
PREVENT WATER PONDING,
5. DUE TO TRUSS CONFIGURATION
TAKE EXTRA CARE YN HANDLING.
DUE TO OVERALL HEIGHT -TO -
LENGTH RATIO, QUALIFIED
DESIGN OF PERMANENT
BRACING IS REQUIRED.
6. 2 COMPLETE TRUSSES REQUIRED.
FASTEN TRUSSES TOGETHER W/
10d NAILS AS EACH LAYER IS
APPLIM STAGGERED AS FOLLOWS
MEMBER ROWS SPACING(IN)
TOP CHD 2 12.0
BTM CHD 3 12.0
WEBS 1 12.0
PLUS CLUSTERS OF NAILS IF
SHOWN.
AUG 14 2000 2:42 PM FR ROBBINS ENGINEERING 972 9606 TO
QUAN TYPE SPAN P1-H1 OVERHANGS JOB
5 KD 150800 8 1008 1008 T00080947 AUGUA014 0
SL 9-05-00
PRECISION TRUSS P.20i21
I xQKKr% I
10/00 44%) I R34
SL 9-05-00
HO 5-03 HO 5-03
12
8 2x4� 2x4�i
E F
S-07-14
4x6= 4x6=
A C
0 D 0
3x8
a
a
TC 4-00-00 3-10-00 L
BC 7-10-00
15-08-00
Unistar -- Version 40.0.212
RUN DATE: 8-11-00
CSI SIZE LUMBER 1.15Fa
TOP 0-16 2X 4 165OF1.5 1897
BTM 0.36 2X 4 165OF1.5 1897
Wes 0.17 2X 4 SPF-#3 865
WDG@A 2X 4 16SOF1.5
WDG@C 2X 4 165OF1.5
REPETITIVE MEMBER STRESS USED.
LATERAL, BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN.
LOAD CASE #1
LUMBER STRESS INCREASE: 15.06
PLATE STRESS INCREASE! 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
STH CUD 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 603 3- 8 C 603 3- 8
LOAD CASE #2 WIND FROM LEFT
LUMBER STRESS INCREASE: 33.31
PLATE STRESS INCREASE: 33.3%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS=
A-B -21.9N 10.0
B-C -22.0N 10.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
A -46 3- 6 C -46 3- 8
4x4=
B
3-10-00 1 4-00-00
7-10-00
LOAD CASE #3 WIND FROM RIGHT
LUMBER STRESS INCREASE: 33.3%
PLATE STRESS INCREASE: 33.3%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
A-B, -22.ON 10.0
B-C -21.9N 10.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LRS IN-SX
A -46 3- 8 C -46 3- 8
LOAD CASE #4 WIND // RIDGE
LUMBER STRESS YNCREASE: 33.3%
PLATE STRESS INCREASE: 33.31
LOADING LIVE DEAD (PSF)
TOP COD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
EXCEPTIONS:
A-B -22.ON 1.0.0
B-C -22.ON 10.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
A -47 3- 8 C -47 3- 8
TRUSS CONTAINS SHORT CANT.
CONDITIONS) (DIM. GIVEN TO
OUTSIDE FACE OF BEARING).
BAG INSET NOTES
A 4.0 IN. 2X 4 WEDGE
C 4.0 IN. 2x 4 WEDGE
LEFT RIGHT
HEEL IIN - OSX lIN - 0sX
MEMBER FORCES (LBS)
TOP CHORDS
A-E - 758 C E-9 = 559 C
B-F - 559 C F-C = 758 C
BOTTOM CHORDS
A-D - 631 T D-C - 631 T
WEBS
E-D - 204 C D-B = 390 T
D-F - 204 C
DL+LL DEFL - 0.09" IN D-C
LL DEFL - 0.02" < ERG-SPAN/360
SPAN/DEFL (DL+LL) - 999
PLATING CONFORMS TO TPI-95.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS ENGINEERING.
BASED ON SP AND SPF
LUMBER USING GROSS AREA TEST.
PLATES - 20 GAUGE LOCK
GRIPPING 514-250 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2002 4.00 X 6.00 3.4 2.2
B 3001 4.00 X 4.00 CTR 2.2
C 2002 4.00 x 6.00 3.4 2.2
D 1070 3.00 X 8.00 CTR CTR
E 1001 2.00 X 4.00 CTR CTR
F 1001 2.00 X 4.00 CTR CTR
NOTES:
1. TRUSSES MANUFACTURED BY -
PRECISION TRUSS STS.
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-199S).
3. wiwD LOADS - ANSI/ASCE 7-93
TRUSS IS DESIGNED AS A
MAIN WIND -FORCE RES SYSTEM
WIND SPEED - 90 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
OCEANLINE DIST - 100 MILES