HomeMy WebLinkAbout05050005-Truss Info0000 0
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I"ELV-A ZRMiG406
4x6---- EO 5-06-01
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5x6
7-08-07
Version 40.0.212
8-14-00
* 2-PLY TRUSS *
MEMBR CSI P LBS) M$1ET M@2ND
E-R 0,32 54 C 0 -1086
R-N 0 34 375 C 1086 0
M-B = 280 T E-E = 2380 T
N-O O-P P-Q SAME AS
Q-C A-M M-R SAME AS
E-K K~S1 SAME AS B~M . PLATES ARE FOR EACH PLY
E-R 2X 4 BP-#2 1720 .
O-J J-Q I~C SAME AS B-R PLATING CONFORMS TO TPI
R-K '2X 4 SP~$1 2130 (GROSS AREA METHOD)
ADDED LUMBER (PER PLY) VERIFY pLATE VALUF~ WITH
S~A 2X12 SP-~2 + 1120 TEE~LOK CORPORATION
A-T SAME AS S-A GRIP RASED ON SYP LUMBER
LUMBER STRESS INCREASE: 15.0% PLATES - 20 GAUGE TL~20
REPETITIVE MEMBER STRESS USED GRIPPING 561-393 PSI PER PAIR
INCLUDES 15 0% INCREASE
LATERAL BRACING: TENSION 1030- 924 PLI PER PAIR
TOP CHORD - CONTINJJOUS
BTM CHORD - CONTINUOUS
tRUSS SPACING ~ 24.0 IN.
LOADING LIVE DEAD (PSF)
TOP CND 20.0 10.0
ETM CMD 0.0 10.0
TOTAL 20 0 20.0 40.0
SXCEPTIONS:
A-E 0.0 35 0
E-D 0.0 35.0
B-C 50.0 25.0
SHEAR 970" 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2001 S 00 X/~.00 6.9 5.3
@B 5150R12.00 X16 00 2 2 5.0
C 4010 6.00 X 7.00 CTR CTR
D 4000 5.00 X 6 00 CTR CTR
E 4000 3,00 X 6 00 CTR CTR
I 1050R 5.00 X 6.00 CTR ' 3.1
J 1070 5 00 X 8.00 CTR CTR
K 1030 5.00 X10.00 3.5 CTR
M 1001 3.00 X 6.00 CTR CTR
N 1001 3.00 X 6.00 CTR CTR
O 1070 E 00 X 8,00 CTR CTR
P 1102 7.00 X 8.00 CTR
Q 1030 4 0O X 6,00 CTR CTR
~ 8050 8.00 Xl0,O 3.2 0.0
5.00 X 6,00 CTR 0,2
MEF~ER FORCES - EACH PLY
MEMBR CSI P(LBS) M@iST M@2ND
TOP CHOP. DS
S-A 0 92 809 C 0 75092
A-T 0.96 4153 C~75092 12202
NOTES
1 TRUSSES MANUFACTURED BY
DAVI DBON INDUSTRIES
2. ANALYSIS CONFORMS TO
L~BC (ANSI/TPI 1~1995) .
3.END VERTICAL(S) NOT
DESIGNED FOR WIND EXPOSURE
4 BUILDING DESIGNER IS
RESPONSIBLE FOR ADEQUATE
DESIGN OF TRUSS TO BRG
PLATE CONNECTION WHICH
ALLOWS 0.26 INCHES
BORZ. MOVEMENT AT JOINT D
5. PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS.
6 FASTEN EACH ADDED SCAB WITH
6-C. ALONG ENTIRE LENGTH
PRE~ENT WATER PONEING.
2 COMPLETE TRUSSES REQUIRED.
FASTEN TRUSSES TO~HTRER W
~$d NAILS AS EACH LAYER IS
APPLIED,STAGGERED AS FOLLOWS
MEMBER ROWS SPACING(IN
TOP C~D 3 12.0
FABRICATOR NOTES:
1.ALL CONTINM3OUS LATERal
BRACES MUST BE RESTRAINED
TO PREVENT LATERal MOVEMENT
OF TNE BRACE IF ALL BRACED
OCT 2 0 2000
RUN DATE: 8-14-00
43.0700
) 7-00-02
0 912 ZARINO"MARK I"ELV-A ZRMIG406
!io
5x6%
W5 W2 W8 3 p 2XE~
W2 W W~
4x6{ 8x16=
CBI SIZE LUMBER 1.15FB
TOP 0.98 2X 4 BP-il 2130
BTM 0,97 2X 4 SF-~I 2130
STM CHORD - TONTINUOUS
ONE BRACE - L-N
TWO BRACES - A-B
TRUSS SPACING - 24,0 IN.
LOAD CASE #1 '
L~MBER STRESS INCREASE: 15,0%
PLATE STRESS INCREASE: 15.0%
MEMBE CSI F(LBS M~iST M@2ND
TOP CHORDS
M-B 0.89 107 C -477 2067
B-N 0.97 1904 C 6694 -3967
N~O 0.78 2981 C 3967 -1926
MEMBR CSI PiLBS) M@iST M~2N£ NOTES:
J-R 0.58 2782 T 1027 228
F-D 0.97 4459 T ~1997 -1110
WEBS
S~O 0.16 312 T -566 0
A-M = 530 C A-B = 2320 C
L-B = 702 T L-N = 839 C
K-N = 313 C N-S = 499 T
K-S = 2561 T D-J = 949 C
J~C = 1206 T J-Q = 603 C
Q~R = 1536 T R-P = 1432 C
P-F = 1841 T F-3 = 1043 T
DL+LL DEFL ~ 0.65" IN'M-S
LL DEFL = 0.25" < BRG-SPAN/360
DL+LL HORE = 0.34" AT D
SPAN/DEFL DL+LL) = 764
PLATING CONFOPJ4S TO
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITS
TEE-LOK CORPORATION
GRIP BASED ON 8YP LD~MBER
pLATES - 20 GAUGE TL-20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15~0% INCREASE
TENSION 1030~ 924 PLI PER PAIR
8HEAR 970- 498 PLI PER PAIR 10. FASTEN TRUSS TO BRG D
FOR 312 LBS OF UPLIFT,
F 7093 B.00 E16.00
H 4000 4.00 X 6.00 Z.0 1.7
I 1001 2 00 X 4.00 CTR CTR
J 1070 5.00 X10.0O CTE CTR
E 1050 5.00 X B.00 4,5 CTR
~ 1050 4 00 X 6.00 CTR CTR
M 4000 4.00 X 6.00 3.0 1.7
N 1170 7 00 X 8 00 CTR CTR
0 1050 4,00 X 6,00 CTR CTR
p 1010 5~00 X 6.00 CTR CTR
Q 1010 4 00 X 6~08 CTR CTR
R 1010 4.00 X 6 00 CTR CTR
S 8040 5.00 El0.00 3.2 0,3
S1 1100 3.00 X 6.00 CTR 0.2
1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. AMALYSIS CONFORMS TO
UBC {ANSI{TPI 1-19951.
3. EMPIRICAL ANALOG IS USED.
4~ WIND LOADS - UBC. 1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - B0 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATESORY - C
OOCUPA/~CY CATEGORY - 1
5. UNBAI~CED LOADS CHECKE[
(UNBL~ LD FAC ~ 1.00~
6. BUILDING DESIGNER IS
RESPONSIBLE FOR ADEQUATE
DESIGN OF TRUSS TO BRG
PLATE CONNECTION WHICH
ALLOWS 0.34 INCHES OF
SORE. MOVEMENT AT JOINT
7. /~NCROR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 417 LBS.
8, PROVIDE DRAINAGE TO
RREVENT WATER PONDING.
9. FASTEN TRUSS TO BRG A
FOR 263 LBS OF UPLIFT.
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
0 8 0 9:].2
I WELV-A ZRMiG406
2X4
12-08-0';
L S1
5xl0~ 3x6~
16-02~02 12-08-07
Dn 40.0,212
RUN DATE: 8414~ O0
CSI SIZE LUMBER 1.15FB
0.98 2X 4 SP-~2 1720
BTM 0.98 8X 4 SP-~I 2130
WBB 0.72 2X 4 SP-~2 1720
EXCEPTIONS:
Q-P
MEMBR CSI P(LBS) M@IBT M@2ND
S1-K 0.61 2078 T -811 -1165
K-H 0.21 83 T 116-= 0
S-J 0.54 2249 T -1150 ~1399
J-R 0.63 2805 T 1399 -637
R-F 0~62 4532 T 637 758
F-D 0.98 4470 T -2050 -1150
WEBS
B~S 0.22 28 T 0 1324
DL%LL DEFL = 0.62" IN B-N
LL DEFL = 0,22" < BRG-SPAN/360
DL+LL MORZ = 0.33" AT D
ONE BRACB 8PAN/DEFL (DL+LL) = 805
TRUES SPACING - 24 0 IN.
' PLATING ~ONFORMS TO TPI
A PIN
D MORZ RLR
HORZ VERT WIDTH
0.41 4464 C 1525 523
0.99 6029 C ~523 ~736
0,67 5246 C ~4738 -3856
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2001 4.00 X 6 O0 4.9 3.1
B 5093 5.00 X 6.00 3.0 2.2
C 5093 S~00 X 6.00 3.0 2,2
D 2101 5.00 X 8,00 8 4 3.2
~, TRUBSES b~ANUFACTURED BY
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3 EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UBC. 1988 EDITN
TRUSS IS DESIGNED AS A
F~AIN WIND~FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEAN ROOF HEIGHT ~ 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY ~
EEQUIREMENTS,
~_ 2,ALL FILLER AND BLOCKING
410700 8
5X6=
B
4x6~
j ElL
2x4
-02-07
F
15-02-07
12-04-00
UniStar -- Version 40,0.212
RUN DATE: 8-14-00
CHI SIZE LUMBER 1,15FB
TOP 0 96 2X 4 SP-~2 1720
BTM 0 98 2X 4 SF-~i 2130
MEMBR CHI P(LBS M@IST M@2ND
L-S1 0~44 81 T 2558 777
SI-E 0.40 81 T -777 0
S-T 0.44 1835 T -947 -1127
T-R 0 60 2848 T 1127 ~529
1218
S-C 0.11 364 T -235 0
J-M = ~33 T. M-L = S17 C
L-B 633 T L-K ~ 507 C
L-S = 1734 T K-H = 168 T
C-T = 715 T T-Q = 931 C
Q-R = 1485 T R-P = 1264 C
LL DEFL ~ 0.21" ¢ BRG-SPAN/360
DL+LL HORZ ~ 0.32" AT D
SPAN/DEFL (DL+LL) = 662
PITTING CONFORMS TO TPI
{0ROSS AREA METHOD}
VERIFY PLATE VALUES WITH
TBE-LOK CORPORATION
GRIP RASED ON SYP LUMBER
D HORZ RLR 0 1716 3- 8
~ CSI P(LBS) M@IST M~2~D
TOP CHOP~DS
A-M 0.66 2440 C 2333 -3474
M-B 0,64 1932 C 3474 -2993
B-K 0.53 1618 C 2963 -1064
K-C 0.65 1844 C 1064 -3600
C-Q 0.94 2468 C 3600 -3316
Q~P 0,65 4424 C 3318 1113
P-I 0.96 5994 C -1113 4650
I-D 0,86 5260 C -4650 ~3903
BOTTOM CNORDE
A-J 0 57 2033 T 555 -678
J~L 0,83 2033 T 678 -2558
1662 3- 8 JT TYPH PLATH SIZE X Y
A 2001 4.00 X 6.00 4.7 3.1
NOTES: 1. TRUSSES MANUFACTURED BY -
DAVIDSOH INDUSTRIES
2. ~NALYSIS CONFORMS TO
3. EMPIRICAL A/~ALOS IS USED.
4~ WIND LOADS - UBC,i988 EDITH
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND 8PHED 80 MPH
MEAN ROOF HEIGHT 25'
EXPOSURE CATEGORY
OCCUPANCY CATEGORY -
5. UNBAI~ANCED LOADS CHECKED
(UNBLN LD FAC = 1.00, 0.00)
6. BUILDING DESIGNER IS
RESPONSIBLE FOE ADEQUATE
DESIGN OF TRUSS TO BRG
PLATE CONNECTION WHICH
ALLOWS 0.32 INCHES OF
HORZ. MOVEMENT AT JOINT D
7. ~-NCHOR TRUSS FOR A TOTAL
HORIZONTAL LDAD OF 101 LBS.
8. PROVIDE DP~AINAGE TO
PREVENT WATER PONDINU.
9. FASTEN TRUSS TO BEG A
WHILE PERMITTING NO UPWARD
MOVEMENT OF BALL OR ERG.
10. FASTEN TRUSE TO BEG D
FOE 339 LBS OF UPLIFT.
FABRICATOR NOTHS:
~ 2.ALL FILLER A}ID BLOCKING ~
?ELV-A ZRMIG406
E3S
F E B1R G ~
UniStar -- version 40.0,212
RL~N DATE: 8-14-00
CHI SIZE LUMBER 1.15FB
TOP 0,71 2R 4 SF-#2 1720
BTM 0.57 2X 4 SP-~2 1720
LOAD CASE #1
LUMBER STRESS INCREASE: 15.0%
MEMBR CHI P LBS MS1ST MS2ED
E-K = 318 C E-C ~ 469 T
E-C = 139 T E-L = 177 T
G-L T
N-M
DL+LL DEFL = 0.29" IN
LL DEFL = C.08" < SHG-SPAN/360
SPAN/DEFL (DL+LL = 999
P~TING CONFORMS TO TPI
(GROSS AREA METHOD) '
VERIFY PLATE VALUES WITE
TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER
PLATES - 20 GAUGE TL~20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15.0~ INCREASE
TENSION 1030- 924 PLI PER PAIR
SHEAR 97~- 498 PLI PER PAIR
1. TRUSSES bIAN~FACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ~/gALOG IS USED.
4. WIND LOADS - UBC,1988 EDITN
TRUSS IS DESIGNED AS A
~AIN WIND-FORCE RES SYSTEM
WIND SPEED - ~0 MPE
MEAN ROOF HEISET - 25'
OCCUF~NCY CATEGORY -
5. UN~AL4ENC~ LOADS CHECKED
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 109 LBS.
7. PROVIDE DRAINAGE TO
PREVENT WATER PONDING,
8. FASTEN TRUSS TO BEG A
FOR 320 LBS OF UPLIFT,
PLATE STRESS INCREASE: 15.0%
LOADING LIVE D~AD (PSF} JT TYPE PLATE SIZE X Y
TOP CED 20 0 10 0 A 2001 4 00 X 6.00 4,7
BTM CED 0.0 10 0 S 5093 5.00 X 6.00 3~0
TOTAL 20,0 20~0 40.0 C 5093 5~00 X 6,00 3.0
SUPPORT CRITERIA B 1050 4.00 E 6.00 CTR CTR
JT REACT WIDTH JT REACT WIDTH F 1030 4.00 X 6.00 CTR CTR
LBS IN-SE LES IN-HR G 1050 3.00 X 6.00 CTR CTR
~EILE PEPoMITTING NO UPWARD
MOVEMENT OF WAIJo OR BEG.
9. FASTEN TRUSS TO BRG N
FOR 290 LBS OF UPLIFT.
WHILE PEP~4ITTING NO UPWARD
MOVEMENT OF WALL OR BEG.
~070 5,00 X 8.00 CTR CTR FABRICATOR NOTES:
lOOl 2 oox ~.oo CTR CTN ~. 1.ALL CONT~nS0US ~TE~
1050 ~.00 ~ 4.00 CTR CT~ -r E~CBB ~ST ~E RESTRAINED
1001 3,00 X 6.00 CTR CTR TO PREVENT LATERAL MOVEMENT
1100 3.00 X 6.00 CTR 0.2 S~Y SHEET F~E 4
-2835
C 2S35 96
153
.016
1016 ~801
403 19
QUAN TYPE SPAN P1-H1
3 DRHP 410700 8
OVER/~IAN~ ~
912 912 MARK I"ELV-A ZRM1GS06 El0
4X6~ 3X6: 5x10~
UniStar -- version 40.0,212
RLrN DATE: 8-14-00
2X 4 SP-#2 1720
EXCEPTIONS:
G-L SAME AS
LOAD CASE ~1
LUMBER STP~SS INCREASE: 15.0%
P~TE STRESS INCREASE: 15.0%
LOADIEG LIVE DEAD (PEP)
TOP CHD 20.0 10.0
BTM CED 0 0 15.0
TOTAL 20.0 20.0 40.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTE
LBS IN-EX LBS IN-SE
A 1715 3- 8 0 1715 3- 8
HEEL
LEFT
SX
TOP C~ORDS
0 46 2485 C 1553 -1499
0.45 2299 C 1499 -2033
J-F = 536 C
CSI P(LBS) M@IST M@2ND
552 T
422 T
DL+LL DEFL = S,25" IN E-S2
LL DEFL = 0,1I" < BRG~SPAN/360
SPAN/DEFL (DL+LL) = 999
PLATING CONFORMS TO TPI
(GROSS AREA-METHOD)
VERIFY PLATE VALUES WITH
TEE~LOK CORFO~ATION
GRIP BASED ON 5YP LUMBER
P~ATES - 20 GAUGE TL-20
GRIPPINE 561~393 PSI PER PAIR
INCLUDES 15,0% INCREASE
TENSION 1035- 924 PLI PER PAIR
SHEAR 970- 495 PLI PER PAIR
JT TYPE pLATE SIZE X Y
A 2001 4 0S X 6.00 4.6 3.1
E 5093 S,00 X 6.00 3,0 2.2
C 5093 5,00 X 6 00 3.0 1,3
D 2001 4.00 X 6 00 4 6 3,1
E 1550 4.00 X 6.50 CTR CT~
F 107~ 5.00 XlO.00 CTR CTR
G 1010 4.00 X 6,00 CTR CTS
H 10lO 4.00 X 6.00 CTR CTR
I 1001 2.00 X 4.00 CTR CTE
J 1110 5.00 X 6,D0 CTR 3.0
K 1110 5.00 X 6.00 CTR 3.0
L 1501 2.00 X 4.00 CTR CTR
S1 1100 3.00 X 6.50 CTR 0.2
E2 1100 0.2
NOTES;
1. TRUSSES MANUFACTURED BY
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
UBC (ANSI~TPI 1-1995).
3. EMPIRICAL ANALOG IS USED
4~ WIND LOADS - UBC.1588 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEAN ROOF HEIGHT - 25'
EXPOSL~RE CATEGORY ~ 'C
OCCUPANC~ CATEGORY - 1
5 UNBALANCED LOADS CHECKED
{UNBLN LD FAC ~ 1.00, 0.05).
6. PROVIDE DRAINAGE TO
PREVENT WATER PONDING,
7, FASTEN TRUSS TO BEG A
FOR 347 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BR@.
8. FASTEN TRUSS TO BRG D
FOR 347 LBS OF UPLIFT,
W~ILE PERMITTING NO UPWARD
MOVEMENT OF WALL OH BRG.
FABRICATOR NOTES:
DRAWING(S) ~ , %_
oM TO~ OE EASE TRUES. ~AIL
TO BASE TRUSS WITH (2) 16d
P1-H1 OVERHANGS JOB ~
4 DRHP 410700 8 912 0 ZARINGNMARK I"ELV-A ZRMIG406 E10S
3x4~
5X6~
C DG 19-01-07
HO 2-04-02
4X4~.~
K
S S2 D B1R ~
4x6--~ 3x6~- 3X4-- N
4X6~
2X 4 SP-~2 1720
5 2X 4 SP-~2 1720
EXCEPTIONS:
H-G 2X 4 SP-~3 980
LOAD CASS ~1
LDMBER STRES %
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
SUPPORT CRITERIA
JT REACT WIDTH JT RE~CT WIDTH
LBS IN-EX LBS IN-SE
MEMBR CSI P(LRS) M~IST M~2ND
TOP C~ORDS
A-H 0 39 2291 C 1580 -153
MEMBR CSI P LBS) M@iET M~2ND
N-M 0.06 66 T 0 O
S-G = 270 C G~J 414 T
J-F = 542 C F-B = 437 T
F-C = 278 T E~C = 311 T
S-K = 214 C K-D = 185 C
D-I -N ~ 1743 C
LL DEFL = 0.08" < BRG-SP/~N/t6(
SPAN~DEFL {DL%LL} = 999
PLATING CONFOEMS TO TPI
(GROSS AREA METEOD)
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED OM SYP LUMBER
PLATES ~ 20 GAUGE TL-20
GRIPPING 561~393 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1030- 924 FLI PER P~IR
SHEAR 970~ 498 PLI PER PAIR
JT TYPE PLATE SIZE
A 2001 4.00 X 6.00
B 5~93 5.00 X 6.00 3,0 2.2
C 5093 5.00 X 6.00 3.0 1.$
D 1010 3.00 X 4,O0 CTR CTR
E 1050 4.00 X 6.00 CTR CTR
F 1070 5,00 XlO,00 CTR CTR
NOTES:
1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3- EMPIRICAL ANALOG IS HEED.
WIND LOADS - UBC, 1988 SDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WINE EPEES - 80 MPH
MEAN ROOF HEIGET - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY 1
UNBALANCED LOADS CHECKED
6, ANCHOR TRUSS FOR ~ TOTAL
HORIZONTAL LOAD OF 122 LBS.
7 PROVIDE DF~AINAGB TO
PREVENT WATER PONDING.
8. FASTEN TRUSS TO BRG A
FOR 327 LBS OF UPLIFT,
WHILE PERMITTING SO UPWARD
MOVEMENT OF WALL OR ERG.
9. FASTEN TRUSS TO BEG R
FOR 299 LBS OF UPLIFT,
WHILE pERMITTING NO UPWARD
MOVEMENT OF WALL OR BEG.
FABRICATOR NOTES:
~.AFRDY 2×4 FURLINS ~" S.C.
ON TOP OF SASE TRUSS, NAIL
TO BASE TRUSS WITH (2) 16d
NAILS ~CH~ TOE-NAIL CAP
TRUSS TO EACH PURLIN WITH
(3) 10d NAILS. INSTALL
AT 45 DEG. TO BOTTOM OF
~MBERS BUCKLE IN THE
OCT ~o 2000
' i HHPG 380708
8 912
0 ZARING"MARK I"ELV-A ZRMIG406
7-08-07
~8-o7-o8
38-07-08
UniSt8 0.0.212
RUN DATE:
CSI SIZE LIR~BER FB
TOP 0.73 2X 4 SP-#2 1500
BTM 0,83 2X 6 SP-#I 1650
WES 0,96 2X 4 SP-~3 850
EXCEPTIONS:
B-J 2X 6 SP-~i 1650
J-K K-L L~C SAME AS B-J
MEMBR CSI P(LBS) M@IST M~2ND
F-D 0.15 10 T 2070 -1104
WEBS
I-E = I37 C E-B = 387 T
B-E = 2345 T H-J = 964 C
3-G = 50 C G-K = 878 C
G-L = 2202 T F-L = 2261 C
F-C ~ 4732 T D-C = 2458 C
DL+LL DEFL = 0.58" IN J-K
LL DEPL = 0.26" < BRG-SPAN/360
SPAN/DEFL (DL+LL) = 800
P~J~TIWG CONFOP~S TO TP!
(GROSS AREA METEOD)
:VERIFY PLATE-VALUES WITH
TEE-LOK CORPORATPON
GRIP BASED ON SYP LUMBER
PLATES - 20 GAUGE TL-20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15.0% IECREASE
TENSION 1030- 924 PLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
@ 2015 5.00 X12.00 7,3 3.6
B 5151 5 00 X10 00 4.9 2,3
C 4010R 6.00 N 7.00 2.2 1.9
D 4000 3.00 X 6.00 CTE CTR
E 1030 4.00 X 4.00 CTR CTR
F 1050 5,00 El0.00 6.5 CTR
G 1070 5.00 XlO.00 CTR CTR
H 1030 5.00 X 6.00 CTR CTR
NOTES: 1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED~
4. WIND LOADS - USC. 1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - S0 MPH
MEAN ROOF HEIGHT ~ 25'
EXPOSURE CATEGORY - C
OCCUPA/~CY CATEGORY - 1
5; END VERTICAL(S NOT
DESIGNED FOR WIND EXPOSURE.
6. ~REVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS,'
7. PROVIDE DRAINAGE TO
PREVENT WATER PONDING.
8, FASTEN TRUSS TC BRG A
FOR 407 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG
9. FASTHN TRUSS TO BRG D
FOR 438 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRS.
10, GIRDER CONDITION:
HALF HIP GIRDER WITH
HIP-P~AFTERS,
OPEN FACE COMMON JACKS.
GIRDER SETBACK 6 00 ft.
I 1001 2.00 X 4,00 CTR CTR j /FABRICATOR NOTES:
J 1050 4.00 X 4.00 CTR CTR a~' 1 ALL CONTINUOUS LATERAL
OCT 2 0 2~00
I HHIP 380708 8 912 0 reMARK I"ELV-A ZP, MIG406
DG 12-05-11 2x4 4x4__EO 7-00-02
HO 4-07 4x6---- j 5x8---- L 4x6~
T
A
E
28-05-01
UniStar -- Version 40.0.212
RUN DATE:
CSI SIZE LUMBER 1.15PS
LO~DING LIFE DEAD (pEF)
DL+LL DEFL = C.32" IN J-K
LL DEFL = 0.12" < BRG*SPAN/360
SPAN/DEFL (DL+LL} = 999
PITTING CONFORMS TO TPI
(GROSS AREA METROD)
FERIFY PLATE VALUES WITH
TEE-LOE CORPORATION
GRIP BASED SN SYP LUMEER
P~J%TEE - 20 GAUGE TL-20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1030- 924' PLI PER PAIR
SMEAR 970~ 498 PLI PER PAIR
NOTES:
i. TRUSSES MANUFACTURED BY ~
DAUIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
UBC (AESI]TPI 1-1995
3. EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UBC, 19S8 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MF~R00F HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
5. L~NBALANCED LOADS CHECKED
(UNBLN LD FAC = 1.00, O.00).
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 415 LBS.
7. FASTEN TRUSS TO BRG A
FOR 294 LES OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG,
8. FASTEN TRUSS TO BRG D
FOR 250 LBS OF UPLIFT.
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG
FABRICATOR NOTES:
4X6~
M
L C
5x8 ix6~ 4x6~ D
S1 S2 3x6[
3X6= 3x6=
UniStar -- 812
RUN DATE:
CSI SIZE LUMBER 1.15PS
OP 0,56 2E 4 S~*~2 1720
TM ).52 2X 4 SP-~2 1720
MEMSR CSI P(LBS) M~ST M~ZND
G-L = 616 C G-M 940 T
F-M = 1185 C F-C = 1671 T
D-C ~ 1316 C
DL+LL DEPL ~ 0.25" IN
LL DEFL ~ 0.10" < BR~SP/tN~360
SPAN/DEFL (DL+LL) = 999
REPETITIVE MEMBER STRESS USED.
PLATING CONFORMS TO TPI
{GROSS AREA METHOD)
OERIFY PLATE VALUES WITH
TEE-LOK COI~OR~TION
GRIP BASED ON SYF L1/~BER
PLATEs - 20 ~AUOE TL-20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1030- 924 PLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE E Y
A 200I 4.00 X 6.00 4.7 3.1
E 5093 5.00 X 6 00 3.0 1.8
C 4010 4.00 X 6.00 CTR CTR
S 4000 3.00 X 6.00 CTR CTR
MEMBR CSI P LES M~IET M~2ND M 1030 4 00 X 6.00 CTR ' CTR
S1 1100 3.00 X 6.00 CTR 0.2
S2 1100 3.00 X 6.00 CTR 0.2
-524
524 -823
823 -102
i~H 0.44 102 -749
H-G 0,45 1600 T 749 -757
52 0.33 1025 T 757 -68
30
H-K = 403 C H-L = 302 T
NOTES:
1. TRUSSES MANUFACTURED BY
DAVIDEON INDUSTRIES
Z. A/~ALYSIS CONFORMS T£
UBC (A~ISI/TPI 1-19953.
3. EMPIRICAL ~NALOG IS USED.
WIND LOkDS - UBC.1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEAN ROOF ~EIGHT ~ 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY 1
5. UNBAL~CED LOADS CHECKED
(UNBLN LD FAC = 1.00.
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 516 LBS.
7. FASTEN TRUSS TO BEG A
FOR 303 LBS OF UPLIFT.
WHILE pERMITTING NO UPWARD
MOVEMENT OF WALL DR BRG.
8. FASTEN TRUSS TO BRG D
FOR 270 LBS OF UPLIFT.
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR ERG
FABRICATOR NOTES:
OCT ~ 0
10 ~.2 210300 10 9:1.2 912
HO 6-01
ZRMIG406
~ 14-01-15
6-01
9-0
-05
F
10-07-08
10-07-08
UniStar -- Yersio~ 40,0.212
RUN DATE: 0-14-00
TRUSS SPACING - 24.0 IN
LOAD CASH ~1
)%
L0~tDI NG 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
MEMBR
A-E 0.35
0-35 686 C 1867 -1121
B-F 0.35 606 C 1121 -1867
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
JT TYPE P~TE SIZE X Y
A 2001 3.00 X A.00 2.1 1,6
B 3001 4.00 X 4.00 CTR CTR
C 2001 3,00 X 4.00 2.1 1.6
D 1170 5.00 X 8.00 CTR 3.0
E 1001 2.00 X 4.00 CTR CTR
F 1001 2.00 X 4.00 CTR CTR
NOTES:
1, TRUSSES MANUFACTURED BY -
DAVIDSOH INDUSTRIES
2. ANALYSIS CONFORMS T£
UBC (ANSI/TPI 1-1995
3, EMPIRICAL ANALOG 1S USED,
4. WIND LOADS - UBC, 1988 EDITH
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
DL+LL DEFL = 0.19" IN A-D
~ DR~L = 0~02" < ~-EP~360 OCT ~ 0
SP;~N/DEFL (DL+LL) = 999
I1 SCIS 150808 10 0 0 ZARING"tiARK I"ELV-A ZRMIG406
-06
12 C
UniStar -- version 40.~.212
RUN DATE: 8-14-00
CSI SIZE LUMBER 1 15FB
BTM 0 55 2X 4 SP-~2 1720
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS 'INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 20,0 10.0
BTM CED
TOTAL 20.0 20.0 40.0
SUPPORT CRITERIA
JT REACT WIDTH JT R~EACT WIDTH
PLATING CONFORMS TO TPI
~GROSS AREA METHOD)
VERIFY pI~TE VALUES WITH
TEE-LOK CORPORATION
NOTES: 1. TRUSSES MANUFACTURED BY
DAVIDEON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UBC,1988 EDITN
TRUSS IS DESIGNED AS A
~AIN WIND-FORCE RRB SYSTEM
~ORIZONTAL LOAD OF 281 LBS.
199 -1415
34 C D-B ~ 1605 T
52 T
A
~1115 0 0
F
I"ELV-A ZRM1G406
GS4
15-08-08
15-08-08
C
3x4 I[
UniStar -- Version 40.0.212
RUN DATE: 8-14-00
* 2-PLY TRUSS *
CSI SIZS LUMPER F~
TOP 0,96 2X '8 SP-#2 1200
[" < ERG-SPAN/380
SPAN/DEFL (DL~LL) = 999
PLATES ARE FOR EACR PLY
PLATING CONFORMS TO TPI
GROSS ARZA METEOD)
NOTES: 1. TRUSSES ~UFACTURED BY
DAVIDSOW INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED.
4. END VERTICAL(S) NOT
DESIGNED FOR WIND EXPOSURE~
5. TIE-IN LOADS SHOWN WITHOUT
DAMAGE TO TRUSS,
6, PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS.
7. PROVID8 DFd%INAGP TO
PREVENT WATER PONDING.
8. 2 COMPLETE TRUSSES REQUIRED.
FASTEN TRUSSES TOGETHER W/
10d NAILS AS EACH I~AYER IS
~EMBER ROWE SPACING(IN)
TOP CWD 2 12.0
BTM C~ID 1 12.0
PLUS CLUSTERS OF NAILS IF
~.ALL FILLER AND BLOCKING
~-E ~ ~C E-~ ~ 20~T 0CT 20 2880
-B 1483 C
8 MONO 181104
DS 25-01-07
SO 4-07
ZARING"MARK I"ELV-A ZRMI~406
14-02-05
D
C
UniStar -- Version 40,0,212
TOP CHORD
BTM CHORD - CONTINUOUS
ONE BRACE
LEFT RIGHT
HEEL 0IN - 4SX
MEMBR CSI F(LBS) M@IST M@2ND
TOP CHORDS
~ 135 C 0 0
0.58 599 T 0 0
MEMBR CSI P(LB$) M@IST M@2ND
G-B 0.1'9 135 C 0 0
E*D = 320'C D-F = 524 T
F-C 660 C
DL+LL DEFL = 0.20" IS
LL DEFL = 0~02" < BRG~SPAN/35G
DL+LL HORZ = 1.15" AT G
SPAN/DEFL (DL+LL} = 999
PLATING CONFORMS TO TPI
(GROSS AREA METHOD]
%~RIFY PLATE VALUES WITH
TEE~LOK CORPOR3%TION
GRIP BASED ON SYP LUMBER
PLATES - 20 GAU~E TL-20
GRIPPING 561~393 PSI PER PAIR
INCLUDES 1S.0% INCREASE
TENSION 1030- 924 PLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2001 3.00 X 4.00 ~.6 3.2
B 4200 3.00 X 6.00 CTR CTH
NOTES:
.1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
OCT t 0 2O0O
ZARING"MARK I"ELV-A ZRM1G406
4X4~-
-- Vemsion 40.0.212
8-14-00
SIZE LUMBER 1.15FB
172~
LOADING LIVE DEAD (pSF]
LEFT
PLATING CONFORMS TO TP3
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITE
TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER
PLATES - 20 GAUGE TL-20
GRIPPING 561J393 PSI PER PAIR
INCLUDES 15~0% INCREASE~
TENSION 1030- 924 PLI PER PAIR
SHEAR 970- 4~8 PSI PER PAIR
JT TYPE PLATE SIZE X Y
A 2002 4.00 X 4.00 1.9 1,9
B 3001 4.00 X 4.00 CTR CTR
1070 3,00 X10.00 CTR CTE
E 1001 2 00 X 4,00 CTR CTR
F 1001 2.00 X 4,00 CTR CTR
NOTES:
i. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMB TO
3. EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UBC, 1980 EDITN
956 -653
DL+LL DEFL ~ 0.0T" IN A-D
~L D~FL - o,o~. < ERG-EP~/S~O OCT 2 0 ~,u
10 91 ~ ZRMIG406
UniStar -- VerSion 40.0.212 MEMBR CSI P(LBS) M@IST M@2ND
RUN DATE: 8-14-00
* 2-PLY TRUSS *
ZE LUMBER 1.15PS
TOP 0.57 2X 4 SP-~2 1720
BTM 0 50 2X 8 SP2250MS 2587
WES 0,57 2X 4 SP-~3 880
WDG@A 2X 4 SP-~2
WDG@C 2X 4 SP-#2
EXCEPTIONS:
E-C 208.0 218.0
CONCENTRATED LOADS (LBS)
NOTES:
1. TRUSSES F2%NUFACTURED BY -
BOTTOM CHORDS
A-E 0 26 3346 T 153~ 4183 DA¥IDSON INDUSTRIES
E-D 0.46 2517 T -4183-13370
0.50 3377 T 13370 2422
WEBS
163 T E-B = 2837 T
2016 8 00 Xl0 00 4.7
1038R 5.00 X12 00 CTR CTR
1010H 5.00 X~,00 6.3 CTS
R = PLATE IS 0 DEG
6157
RIGHT
TOP CHORDS
54 4394 C 1760 782
~3 4327 C -782 -971
~7 4329 C 968 -303
2. ANALYSIS CONFORMS TO
3. EMPIRICAL A~ALOG IS USED.
4. WIND LOADS - UBC, 1988 EDITN
TRUSS IS DESIGNED AS A
Fu%IN WIND-FORCE RES SYSTEM
EXPOSURE CATEGORY - C
OCCUPANCY C~TSGORY - 1
6. PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS,
7. AJ~CHOR TRUSS FOE A TOTAL
HORIZONTAL LOAD OF 321 LBS,
8. 2 COMPLETE TRUSSES REQUIRED.
FASTEN TRUSSES TOGETHER W/
10d NAILS AS EACH i4%YEE IS
APPLIED, STAGGERED AS FOLLOWS
MEMBER ROWS SPACING(IN}
TOP CHD I 12.0
BTM C~D 3 9.5
PLUS CLUSTERS OF NAILS IF
B~OC~--/l_" LOW~ R~QUIR~D
~2 8 0 0
C
LOAD CASE #1
LL~MBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE D~AD (PSF)
TOP CHD 20*0 10.0
BTM CED 0.0 10.0
TOTAL 20.0 20.0 40.0
SUPPORT CRITERIA
CONTINUOUS BETWEEN JNTS A & C
RIGHT
4SE 0IN
0 02TOP
. -89
1. TRUSSES MA/~UFACTUEE~ BY -
VERIFY PLATE VALUES WITH DAVIDSON INDUSTRIES
TEE-LOK COREOP, ATION
GRIP BASED ON SYP LUMBER
PLATES -'20 GAUGE TL-20
GRIPPING 561-393 PSI.pER PAIR
INCLUDES 15.0% INCREASE
TENSION 1030- 924 PLI PER PAIR
SHEAR 970- 490 ELI PER PAIR
JT TYPE pLATE SIZE X Y
A 2001 3 00 X 4.00 4.6 3.2
B 3001 4.00 X 4,00 CTR CTR
C 2001 3.00 X 4.00 4.6 3.2
D 1001 2.00 X 4.00 CTR CTR
E
F
2- ANALYSIS CONFORMS TC
UBC /ANSI/TPI 1-1995
3. EMPIRIC/~L ~tNALOG IS USED'
4. WIND LOADS -' UBC.1988 EDITN
TRUSS IS DESIGNEI AS A
MAIN ~IND~FORCE RES SYSTEM
WIND SPEED ~ B0 MPH
MEAN ROOF HEIGHT ' 25
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
5. UNBALANCED LOADS CHECKED
UNBLN LD FAC = 1.00~ 0.00),
6. FASTEN TRUSS PO BRG A
FOR 53 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMF~NT OF WALL OR BRG~
7. FASTEN TRUSS TO BEG C
FOR S6 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BEG.
FA28RICATOR NOTES
~I_FOR BASE TRUSS DESISN SEE ~
~2.APP~Y 2X4 PUELINS~__~_"
o~ Top o~ EASE TRUSS. NAIL
TO BASE TRUSS WITH {2) 16d
NAILS EA~. TOE-BAIL ~P
TRUSS TO EACH PURLIN WITH
{3) 10d NAILS- INSTALL
AT 45 DEG. TC
ZARING,~M
3x4~
S USED,
TOP CHORD
LUMBER STRESS INCREASE:
A & D
RIGHT
0IN - 4EX
~@2ND
-82
PLATING CONFORMS TO TP]
'GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
EE~LOK CORPORATION
RIP EASED ON EYP LUMBER
PLATES - 20 GAUGE TL~20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15.0¥ INCREASE
TENSION 1030- 924 PLI PER PAIR
SHEAR 970~ 498 PLI.PER PAIR.
JT TYPE PLATE SIZE X Y
A 2001 3,00 X 4.00 4.6 3.2
B 5093 4.00 X 4.00 2.0 2~0
NOTES: 1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. A/~ALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UBC, 1988 EDITN
TRUSS IS DESIGNED AS A
F~A~N WIND-FORCE RES SYSTEM
FABRICATOR NOTES:
1.FOE BASE TRUSS DESIGN SEE
ZARING"MARK I"ELV-A ZRMIG406
-04
CSI SIZE LUMBER FB
LUMBER STRESS INCREASB: 15.0%
LATERAL B~ACING:
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
EXCEPTIONS:
LINEAR VARIATION
pLATING CONFORMS TO TPI
IGROSS AREA METHOD)
ERIFY PLATE VALUES WITH
RE-LOK CORPORATION
GRIP BASED 0H SYP LUMBER
TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
ANALYSIS CONFORMS TO
EMPIRICAL ANALOG IS USED.
SUPPORT CRITERIA
JT RRACT WIDTH JT REACT WIDTH
LBS IN-SX LBS' IN-SX
268 3~ 8 E 456 3- 8
OCT 2O 2000
60000 10 912 0 ZARINGWMARK I"ELV-A ZRMiG406
5-0( -01
BC
40 0.212 PLATING CONFORMS TO TPI NOTES:
SS
CHI SIZE LUMBER 1.15FB
TOP 0.-41 2X 4 SP~2 1720
BTM 0.29 ZX 4 SP-~2 1720
REPETITIVE, MEMBER STRESS USED-
LATERAL BP. ACINS:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
24.0 IN.
LLD4BER STRESS INCREASE: 15.0%
pLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 20,0 10.0
BTM C}LD 0.0 10,0
TOTAL 20.0 20.0 40~0
SUPPORTCRITERIA
JT REACT WIDTH JT REACT WIDTH
(GROSS AREA METEOD)
VERIFY SLATE VALUES WITH
TEE~LOK CORPO]~TION
GRIP BASED ON SYF LL~MBER
JT TYPE PLATE SIZE X Y
1. TRUSSES MANUFACTURED BY -
DAVIDSO~ INDUSTRIES
2. ANALYSIS CONFORMS TO
UBC (ANSI/TPI 1-1995).
3. EMPIRICAL ANALOG If USED,
4 EIND' LOADS - ~BC, 1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - S0 MPH
MEAN ROOF HEIGHT - 25'
EXBOSURB CATEGORY ~ C
OCCUPANCY C~TEGORY - 1
5 IFNBALANCED LOADS CHECKED
UNBLN LD FAC = 1.00, 0
{. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 179 LBS,
7. FASTEN TRUSS TO BRG B
FOR 114 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG
DL+LL DEFL ~ 0.18" IN A~B
LL DEFL = 0.01" < BRG-SPAN/360
~PAN/D~FL (DL+LL) ~ ~00
OCT 2 0 2000
5-06-01
HO 6-01
ZARING"MARK I"ELV-A ZRMiG406
SO 4-02-01
B
2X4// C
CBI SIZE LUMBER 1.15FB
2X 4 BP'#2 1720
2X 4 EP-~2 1720
REPETITIVE MEMBER STRESS USED.
TOP CMORD" CONTINUOUS
BTM CHORD - CONTINUOUS
LUMBER STRESS INCREASE: 15.0%
pLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD PSF
TOP CED 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 2 0.0 40.0
BS IN-EX
A 3- 8
B HORZ RLR 0 130 - S
C MOM RLR 0 114 3- 8
PLATING CONFORMS TO
(GROSS AREA METHOD)
VERIFY PLATE VALSES HITH
THE-LOK CORPORATION
GRIP BASED ON EYP LUMBER
PLATES - 20 GAUGE TL-20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 1E.D% INCREASE
JT TYPE PLATE SIZE X Y
A 2001 3.00 X 4.00 2.1 1.6
B
C
D 1001 2,00 X 4.00 CTR CTR
H El00 4~00 X 4.00 CTR CTR
F 1001 2,00 E 4.00 CTR CTH
NOTES:
1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS UEED~
4. WIND LOADS -. UBC. 1980 EDIT~
TRUSS IS DESIGNE~ AS A
MAIN HIND-FORCE RES SYSTEM
A-E
2
BOTTOM CHORDS
DL+LL DEFL ~ 0.10" AT D
LL DEFL ~ 0.07" < SRG~SPAN/360
i SP 60000 10 0 912
4-01-04
NO 6-01
4-03-13 1-0B-03
PLATING CONFORMS TO TPI
DATE: B-igLOO (GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
CHI SIZE LUMBER 1.i5FS TEE-LOK CORPORATION
TOP 0.20 2X 4 SE-#2 ' 1720 GRIP BASED ON EYE LUMBER
BTM 0,29 2X 4 SP~2 1720 PLATES ~ 20 GAUGE TL-20
REPETITIVE MEMBER STRESS USED ' GRIPPING ~61-393 PSI PER PAIR
INCLUDES 15.0% INCREASE
LOAD CASE
LO~4EER STRESS INCREASE: 15.0%
PLATE STP~SE INCREASE: 15.0%
LOADING LIVE DE~LD (PSF)
TOP CHD 20~0 10.0
0 0 10.0
20.0 20.0 40 0
C
D 100I 2.00 X 4.00 CTR CTR
E El00 4.00 X 4.00 CTR CTR
F 1001 2.00 X 4,00 CTR CTR
~OTES:
1, TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFOR34S TS
UBC (ANSI/TP5 1~1995)
EMPIRICAL ANALOG IS USED.
. WIND L'OADS - UBC,1988 EDITN
TRUSS IS DESIGNED AS A
A PIN
B HORZ RLR
C HORZ RLR 3- 8
MEMHR CHI P(LES M@IST M@2ND
TOP CHORDS
A-F 0.08 230 C 468 400
OCT e 0 2000
I"F'..ARK IMELV-A ZRMi~%06 JV2
2-08-10
3-03-06
CSI SIZE LUMBER 1.15FB
23 2E 4 SP-#2 1720
BTM 0,16 2X 4 SP-#2 1720
REPETITIVE
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN.
LOAD CASE ~1
LUMBER STRESS INCREASE; 15.0%
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITR
TEE-LOK CORPORATION '
GRIP BASED ON SYP LUMBER
JT TYPE PLATE SIZE X Y
3.00 X 4.00 2.1
B
1001 2.00 X 4.00 CTR CTE
5100 4.00 X 4.00 CTR CTR
1001 2.00 X 4.00 CTR CTR
NOTES: 1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. A/~ALYSIS CONFORMS TO
3. EMFIRICAL ANALOG IS ~USED.
4.- WIND LORDS - UBC,1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
F-B 0 ~23
999
OCT o
VERIFY PLATE VALUES WITH
TEE~LOK CORPORATION
GRIP BASED ON SYP LUMBER
PLATES - 20 GAUGE TL-20
R PAIR
PER PAIR
NOTES: 1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2, ANALYSIS CONFORMS TO
~ WIND LOADS - UBC,1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SP~ED - 80 MPM
EXPOSURE CATEGORY - C
0CCUP~NCY CATEGORY -
5. UNBAL~CED LOADS CHECKED
8 HARK I"ELV-A ZRM1G406 JVll
HO 1-02-13
5-01-04
nlStar -- Version 4o.0.212
UN DATE: 8~14-00
CSI SIZR LUMBER 1.15FB
~RG-SP/tN/360
999
PLATING CONFORMS TO
(GROSS AREA METHOD)
VERIFY pLATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER
PI~%TES - 20 GAUGE TL-2$
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15.0%.INCREASE
T. EWSION 10301 924 PLI PER PAIR
SHEAR 9?0r 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 200I 3 00 X 4.00 4.6 3.2
B
C
NOTES:
1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ~ALYSIS CONFORMS TO
UBC (ANSI/TPI 1-I995).
3. EMPIRICAL ANALOG IS USED.
4. WIND LOADS -'UBC, 1988 EDITN
~RUSS I'S DESIGNED AS A
IN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPkNCY CATEGORY - 1
5. LrNBALANCED LOADS CHECKED
IL~L~ LD FAC ~ 1.00, 0.00).
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 139 LBS.
7. FASTEN TRUSS TO BRG B
FOR 82 LBS OF UPLIFT,
WHILE PERMITTING NO UPWA~LD
MOVEMENT OF WALL OR BRG.
FASTEN TRUSS TO BRG C
FOR 120 LBS OF UPLIFT.
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
OCT 2 d 2OOO
I "ELV-A ZRM1G406 JVl2
HO 1-02-13
2-01-05
A
sion 40,0,212
RUN DATE: 8-I4-00
CSI SIZE LUMBER 1.15FE
TOP 0 06 2X 4 SP-~2 17E0
BTM 0 06 2X 4 SP-~2 1720
REPETITIVE MEMBER STRESS USED.
LATERAL BRACING:
TOP ~HORD - CO?TINUOUS
HTM CHORD - CONTINUOUS
~RUSS SPACING - 24.0 IN.
LOAD CASE
LUMBER STRESS INCREASE: 15
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
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SE LBS IN-SX
A 132
LEFT EIGHT
HEEL 0IN -
MEMBR C5!
0
BOTTOM CHORDS
A-C 0.06 0 T -378 0
WEBS
PLATING CONFORMS TO TP]
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE - LOK CORPORATION
GRIP BASED ON SYP LUMBER
PLATES - 20 GAUGE TL~20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15*0% INCREASE
TENSION 1030- 924 PLI PER ,PAIR
SHEAR 97C- 498 PLI PER PAIR
Y
3.2
NOTES:
1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
UBC (A-NSI/TPI 1-1995).
3~ EMPIRICAL AJ~ALOG IS USED
4 WIND LOADS - UBC 1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED ~0 MPH
MEAN ROOD HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY TATEGORY ~ 1
5, UNBALANCED LOADS CHECKED
(UNBi4~ LD FAC ~ 1.00, 0.00).
OCT 2 ~) 2000
10 912 0 I "ELV-A ZRMiG406
DG 5-11-08
__ HO 6-01
A
HO 5-06-01
1-08-03
CSI SIZE LUMBER 1.15FB
TOP 0.24 2X 4 BP-#2 1720
BTM 0.-lB 2X 4 SP-~2 1720
PL4%TING CONFORMS TO TPI
IGEOSS AREA METHOD)
VERIFY pLATE VALUES WITH
TEE-LOK CORPORATION
SHIP BASED ON EYP LUMBER
~LATES - 20 GAUGE .TL-20
GRIPPING 561-393 PSI PER PArR
INCLUDES 15.O%.INCREASE
TENSION 1030- 924 PL! PER PAIR
SHEAR 970- 498 PLI PER PAIR
BTM CEORD ~ CONTINUOUS
TRUSS SPACING - 24 0 IH~ JT TYPE PLATE SIZE X Y
A 2001 3,00 X 4.00 2.1 1.6
LEFT RIGHT
HEEL lIN - 8EX
NOTES:
1. TRUSSES MANUFACTURED BY
DAVIDSON INDUSTRIES
ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED.
4 WIND LO'DS - UBC,19E8 EDITN
TRUSS IS DESIGNED AS A
~4AIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY -
0
DL+LL DEFL = 0.07" IN A-C
LL DEFL ~ O.OO" · BEG-SPAN/360
SPAN/DEFL (UL+LL) = 999
OCT 2 o 280O
60000
10 912
~"MARK I"ELV-A ZRMIG406
F J2
HO 5-06-01
2-08-10
6-00-00
3-03-06
UniStar ~- Version 40,0.212
RUN DATE: 8-14-00
CSI SIZE LU~B~R 1 15FB
HEEL
MEMBR
pLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LOK CORPOP~kTION
GRIP BASED ON SYP LUMBER
~ATES ~. 20 GAUGE TL-20
GRIPPING 561-393 PSI pER PAIR
INCLUDES 15,0% INCREASE
TENSION 1030~ 924 PLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE P~TE SIZE X Y
A 2001 3,00 X 4 S0 2 I 1.6
B
C
1. TRUSSES MANUFACTURED BY
DAVIDSOH INDUSTRIES
2 ANALYSIS CONFORMS TO
. 3. EMPIRICAL ANALOG IS USED.
4~ WIND LOADS - UBC. 1988 EDITH
TRUSS IS DESIGNED AS A
MAIN WIND~FORCE RES SYSTEM
WIND SPEED - 80 MPH
OCCUPANCY CATEOORY - 1
5. UNBALANCED LOADS CHECKED
(UNBLN LD FAC = 1.00, 0.00)
6. FASTEN TRUSS TO BRG B
' FOR 50 LBS OF UPLIFT,
WHILE PERMITTING SO UPWARD
MOVEMENT OF WALL OR BRG,
SPAN/DEFL (DL+LL) = 999
OCT ~ 0 ~0
60000 10 ZARINGWMARK I"ELV-A ZRMIG406
DG 1-09-14
NO 5-06-00
PLATING CONFORMS TO TPI NOTES:
(GROSS AREA METHOD) 1, TRUSSES MANUFACTURED BY -
BTM 0.12 2X 4 SP-#2 1720
REPETITIVE MEMBER STRESS USED.
TOP CHORD ~ CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS SPACING
LOAD CASE ~1'
LUMBER~ STRESS INCREASE 15.0%
PLATE STRESS INCREASE 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 20 0 10 0
BTM CHD 0.0
TOTAL 20,0 20.0 40.0
SUPPORT CRITERIA
JT TYPE EORZ VERT WIDTH
LBS LBS IN-SX
A PIN -4 95 3~ 8
B HORZ RLR 0 100 3- 8
C EORZ RLR 0 46 3-
LEFT RIGHT
HEEL lin - 8SX
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED-
4. WIND LOADS ~ UBC, 1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WEBS
10807
8 912 0
DG 6-04-02
HO 4-07
3 -09-04
· ZRMIG406
HO 1-06-01
B
)
PLATING CONFORMS TO TPI NOTES:
~GROSS AREA METHOD) 1. TRUSSES NIANUFACTURED BY -
REPETITIVE MEMBER STRESS USED*
LUMBER STRESS INCREASE: 15.0%
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
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LES IN-SX LBS IN~SX
VERIFY PLATE VALUES WITH
TEE-LOK CONPOP. ATION
GRIP BASED ON SYP LUMBER
PLATES - 20 GAUGE TL-20
GRIPPING .561-393 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1030- 924 pLI ~ER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2001 3.00 X 4.00 4.7 3.3
B
C
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3 . EMPIRICAL A~ALOG IS USED.
4. WIND LOADS - UBC,1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - S0 MPH
MEAN ROOF HEIGHT - 25'
EXPOSDRE CATEGORY - C
OCCUPANCY CATEGORY - 1
S. UNBAI~%NCED LOADS CHECKED
(UNBLN LD FAC = 1,00, 0.00).
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 139 LBS.
7. FASTEN TRUSS TO BRG B
FOR 84 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
8. FASTEN TRUSS TO BEG C
FOR 80 LBS OF UPLIFT.
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
LEFT RIGHT
HEEL 0IN - 3SX
MEMBR CHI P(LNS M@iST M@SND
TOP CNOPJ3H
A-B 0.24 60 C -997 0
BOTTOM CHORDS
A-C 0.27 0 T ~1662 0
WEBS
DL+LL DEFL ~ 0,06" IN A-B
LL DEFL = 0.00" · ERG-SPAN/360
SPAN/DEFL (DL+LL) = 999
OCT 20 2000
10807
8 912 0
DG 3-04-03
~ I"ELV-A ZRMiG406
FJ12
TC 9-12 2-07-04
7-04
Version 40,0.212
CSI SIZE LUMBER 1.15FB
TOP 0.06 2X 4 SP-~2 1720
BTM 0.06 2X 4 SP-~2 ]720
REPETITIVE MEMBER STRESS UEED~
LUMBER STRESS INCREASE: 15
pLATE ST~SS INCREASE: 15.0%
LOADING LIVE DEAD PSF)
TOP CED 20.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
SUPPOR~ CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-EX LBS IN-EX
A 146 3- 8 B 60 3- 8
LEFT RIGHT
HEEL 0IN -
MEn'BE CEI P (LBS) M@lST M@END
-354 0
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LUK CORPORATION
GRIP BASED ON STP LUMBER
PLATES - 20 GAUGE TL-20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1030- 92~ PLI PER PAIR
HEAR .'970-'498 PLI .PER PAIR
E SIZE X T
2001 3.00 X 4.00 4.7 2.3
NOTES:
1. TRUSSES FJ~NUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
L~EC (ANSI/TPI 1-1995
3. EMPIRICAL ANALOG IS USED.
4~ WIND LOADS - UBC. 1988 SDITN
TRUSS IS DESIGNED AS A
MA~N WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEAJN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
UNBAI~CED LOADS CHECKED
(L~IBLN LD FAC = 1,00,
'/ OCT