HomeMy WebLinkAbout05040227-Truss Info~ 4 O0
4 4O8
DG 4~08-03
EL:
A__ DRESA~
SO 1-06-12
3X6~
C
RUN DATE: 9-19-01
CSI SIZE LUMBER i~15F~
TOP 0,13 2X 4 BP-#1 2130
BTM 0.11 2X 4 SP-~i 2130
WBS 0.04 2X 4 SP-~3 980
REPETITIVE MEMBER STRESS USED.
L~TERAL 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 (PSF)
TOP CHD 20.0 S~O
BTM CED 0 0 15.0
~OTAL 20.0 23,0 43.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
A 203 3- 8 C 180 3- 8
3 37 C -53 92
BOTTOM CHORDS
0.11 27 C 322 -15
WEBS
0 0
60
PLATING CONFORMS TO TPI
GROSS AREA METHOD
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER
PLATES - 20 GAUGE TL-20
GRIPPING 56I~393 PSI PER PAIR
~NCLUDES 15,0% INCREASE
TENSION 1030- 924 PLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
J~ TYPE PLATE SIZE × Y
A 2001 3.00 X 6.00 7.9 3.I
B 4200 2.00 X 4.0£ CTR CTR
C 4594 3.00 X 4.00 2.0 2.8
NOTES: 1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
EMPIRICAL ANALOG IS USED
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 - 1
5. UNBALANCED LOADS CHECKED
UNBLN LE FAC = 1.00, 0.00).
FABRICATOR NOTES
1,BOTTOM CNORD LOADIEG SEOWN
INCLUDES 10 PBF LIVE LOAD.
2.IF NONE OF THE REACTIONS
SHOWN IN THE "LOAD CASE #1"
SECTION OF THIS DRAWING ARB
NESATIVE THE ~FASTEN TRUSS
FOR UPLIFT'-NOTES IN THE
'NOTES:" SECTION OF THIS
DRAWING/~RE THE RESULT OF
WIND DESIGN A/FD MAY BE
IGNORED WHERE A CHECK OF
THE BLDS CODE ROOF TIS-DOWN
SECT DOES NOT RESULT IN THE
REQUIREMENT OF ROOF TIES.
OCT $o 2QO'I
· .2 JCA1 403143.6193 706 0 DREES "SAVOY" EL: A DRESAV~
7-06
LUMBER FB
6 SP-#1 1650
LUMBER STRESS INCREASE:
LATERAL BRACING:
TOP CEORD - CONTINUOUS
BTM CHORD ~ CONTINUOUS
TRUSS SPACING 24.0 IN.
LOADING LIVE DEAD (PSF
TOP CHD 20,0 8.0
BTM CHD 0.0 I5.0
TOTAL 20.0 23.0 43.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
A 157 3- 8 B 121 3- 8
MBMBR CSI P[LBS) M~IST M@2ND
BOTTOM CHORDS WEBS
(GROSS AREA METHOD)
FABRICATOR NOTES:
1.BOTTOM CHORD LOADING SHOWN
INCLUDES 10 PSF LIVE LOAD.
2.IF NONE OF THE REACTIONS
SHOWN IN THE "LOAD CASE #1"
SECTION OF THIS DRAWING ARE
NEGATIVE THE "FASTEN TRUSS
FOR UPLIFT" NOTES IN THE
"NOTES:" SECTION OF THIS
DRAWING APE THE RESULT OF
WIND DESIGN AND MAY BE
IGNORED WHERE A CHECK Of
THE BLDG CODE ROOF TIE-DOWN
SECT DOES NOT RESULT IN THE
REQUIREMENT OF ROOf TIES.
NOTES
l. TRUSSES MANUFACTURED BY
DAVIDSON ~NDUSTRIES
2. ANALYSIS CONFORMS TO
USC (ANSI/TPI 1-1995}.
3. EMPIRICAL ANALOG IS USED,
FABRICATOR NOTES:
1.BOTTOM CHORD LOADING SHOWN
INCLUDES 10 PSP LIVE LOAD.
2.IF NONE OF THE REACTIONS
SHOWN IN THE "LOAD CASE ~1"
SECTION OF THIS DRAWING ARE
NEGATIVE THE "FASTEN TRUSS
FOR UPLIFT" NOTES IN THE
"NOTES:" SECTION OF THIS
DRAWING ARE THE RESULT OF
WIND DESIGN AND MAY BE
IGNORED WRERE A CHECK OF
THE BLDG CODE ROOF TIE-DOWN
SECT DOES NOT RESULT IN THE
REQUIREMENT OF ROOF TIES.
3 FLAT 210608 4200 0 0 DREES "SAVOY" EL: A DRESAVOY ~
3X611~ ~ 3X61
UniStar -- Version 40.0.412
RUN DATE: 9-19-01
* 3-PLY TRUSS
CSI SIZE LUMBER 1,15FB
TOP 0.83 2X 6 SP-~I 1900
BTM 0.95 2X10 SP-~2 121£
WB8 0.92 2X 4 SP-~3 980
EXCEPTIONS:
A-G 2X 4 SP-~I 2130
E-B SAME AS A-G
LUMBER STRESS INCREASE: 15,0%
REPETITIVE MEMBER STRESS USED.
I~TERAL BRACING:
TOP CHORD - CONTI~JJONS
STM CHORD - CONTINUOUS
TRUSS SPACING - 12.0 IN,
LOADING LIVE DEAD {PSF}
TOP CHD 0.0 0.0
BTM CHD
TOTAL 0.$ 0.0 0.0
EXCEPTIONS:
D-C 537.0 488.0
DL+LL DEFL = ].33" AT F
LL DEFL = 0~i7" < BEG-SPAN/36(
SPAN/DEFL DL+LL) ~ 783
PLATES ARE FOR EACH PLY
PLATING CONFORMS TO TPI
(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 970- 498 PLI PER PAIR
JT TYPE PLATE SIEE X Y
A 4010 5.00 X12~00 3.5 2.5
E 4010 5.00 X12.00 3.5 2.5
C 4000 3.00 X 6~00 CTR CTE
D 4000 3.00 X 6.00 CTR CTR
E 1050 10.00 X12.00 8.5 CTR
F 1170 12.00 X16.00 CTR 8.8
G 1030 10~00 X12.00 3~5 CTR
H 1150 8.00 Xl0.0O CTR 5.0
I 1001 3.00 X 6 00 CTR CTR
J 1030 4.00 X 6 00 CTR CTR
NOTES:
]. TRUSSEB MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
UBC ANSI/TPI 1-1995).
3. EMPIRICAL ANALOG IS USED.
TRUSS IS DESIGNED FOR
NO CEILING LOAD,
5. TIE-IN LOADS SHOWN WITGOUT
DAMAGE TO TRUSS.
6. PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS.
7. PROVIDE DRAINAGE TO
PREVEN~ WATER ~ u ~ -
A~-~ 8. 3 COMPLETE TRUSSEB REQUIRED
/ FASTEN TRUSSES TOGETHER W/
16d NAILS AS EACH LAYER IS
APPLIED,STAGGERED AS FOLLOW
MEMBER ROWS SPACING(IN
TOP CMD 2 12.0
BTM CMD 3 6.5
WEBS I 12.0
PLUS CLUSTERS OF NAILS IF
SHOWN.
FABRICATOR HOTES:
1.BOTTOM CHORD LOADING SHOWN
INCLUDES 10 PSF LIVE LOAD.
oc'r o
MONO 80908 8
7-08-05
912 ~R_EES "SAVOY" EL:
DG 12~01-09 SO 7-08-05
HO 1-10-0£
2X4
B
C
A DRESAVOY
UniStar -- ~ers±on 40.0.412
RUN DATE: 9-19 91
CSI SIZE LUMBER 1.15FB
TOP 0.21 2X 4 SP-~i 2130
BTM 0.33 2X 4 SP-~I 2130
WBS 0.33 2X 4 EP-43 980
EXCEPTIONS:
C-B 2X 4 SP-42 1720
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 DF~D (PSF}
TOP CHD 20.0 8.0
BTM CHD 0.0 15.0
TOTAL 20.0 23.0 43.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
D-C = 229 C
DL+LL DEFL ~ 0.24 IN A-C
LL DSFL < ERG-SPAN/360
EPAR/DEFL (DL+LL) = 434
PLATING CONFORMS TO TPI
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 t5.O% INCREASE
TENSION 1030- 924 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 4010 3.00 X 4~00 CTR CTR
B 4200 2.00 X 4.00 CTR CTR
C 4010 3.00 X 4.00 CTR CTR
D 1012 4.00 ~ 4,00 CTR CTR
E 4100 2.00 X 4,00 CTR CTR
NOTES:
i. TRUSSES MANUFACTURED BY
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
UBC ANSI/TPI 1-1995)
3. EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UBC, t988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY C
OCC~3PANCY CATEGORY - 1
5. U~BALANCED LOADS CHECKED
(UNBLN LD FAC = 1,00, 0.00)
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 452 LBS.
7. FASTEN TRUSS TO ERG A
FOR 68 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARE
FABRICATOR NOTES:
1.BOTTOM CHORD LOADING SHOWN
INCLUDES 10 PSF LIVE LOkD.
10 SP 180700
3-00-00E
8 0
DS 23 02-07
HO 1-06-00
B
9 t 2~S
"SAVOY" EL: A DRESAVO~
H
F
8x12~
B2
E
5Xl0=
B3
D
UniStar ~- Version 40.Q.412
RUN DATE: 9-19-01
CHI SIZE LUMBER 1.15FB
TOP 0.37 2X 4 SP-$1 2130
LOAD CASE $1
PLATING CONFORMS TO TPI
GROSS AREA METHOD
VERIFY PLATE VALUES WITH
TEE-LOK CORPO~ATION
GRIP BASED ON SYP LUMBER
PLATES ~ 20 GAUGE TL-20
GRIPPING 56I~393 SSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1035- 924 PLI PER PAIR
SHEAR 970- 496 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 4203 2.00 X 4.00 CTR CTR
B 4110 5.00 X10.00 2.5 CTR
C 4200 3.00 X 6.00 CTR CTR
D 4214 5~00 X 6.00 2.5 CTR
E 7050 S O0 Xl0.00 CTR CTR
F 7093 S O0 X12.00 6.0 3.5
G 1001 2 00 X 4.00 CTR CTR
E 1110 6.00 E 7.00 CTR CTR
I 1050 5.00 X 6.00 CTR CTR
OCT 0 2001
NOTES:
1. TRUSSES MANUFACTURED BY
DAVIDSON INDUSTRIES
2.A~NALYSIS CONFORMS TO
UBS (ANSI/TPI 1-1995
3,EMPIRICAL ANALOG IS USED.
4. WIND LOADS -UBC, 19S5 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY -
5. END VERTICAL(S) NOT
DESIGNED FOR WIND EXPOSURE.
6. IKN~SAL~%NCED LOADS CHECKED
{UNBL4~ LD FAC ~ 1.00,
7. BUILDING DESIGNER IS
RESPONSIBLE FOR ADEQUATE
DESIGN OF TRUSS TS BRG
PLATE CONNECTION WHICH
ALLOWS 0.26 INCHES OF
EOEZ. MOVEMENT AT JOINT D
8, /%NCROR TRUSS FOR A TOTAL
BORIEONTAL LOAD OF 467 LBS.
9. FASTEN TRUSS TO BRG D
FOR 361 LBS OF UFLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
FABRICATOR NOTES:
1. BOTTOM CHORD LOADING SHOWN
INCLUDES 10 PBF LIVE LOAD.
2.IF NONE OF THE REACTIONS
SHOWN IN THE "LOAD CASE #1'
SECTION OF THIS DRAWING ARE
NEGATIVE THE 'FASTEN TRUSS
FOR UPLIFT" NOTES IN THE
"NOTES:" SECTION OF THIS
D~AWING APsE THE RESULT OF
WIND DESIGN A~D ~L~Y BE
IGNORED WHERE A CHECK OF
THE BLDG CODE ROOF TIE-DOWN
SECT DOES NOT RESULT IN THE
REQUIREMENT OF ROOF TIES.
~3.ALL CONTINUOUS ~TERAL
BRACES MUST BE RESTRAINED
TO PREVENT L~TERAL MOVEMENT
OF THE BRACE IF ALL BRACED
MEMBERS BUCKLE IN THE SAME
DIRECTION. SEE HIB-91
SUMMARY SHEET FRAME 4
AND BUILDING DESIGNER
REQUIREMENTS.
' ~10 SP 15~200
8 0
DG 7-08-08 B
~SAVOY"
EL: A DRESAVOY ~
5X6~
E
TC 3-01-08 12-00-08
40.0.412
RUN DATE: 9-I9-0i
CS/ SIZE LUMBER 1.15FB
TOP 0.85 2X 8 SP-~2 1380
BTM 0.46 2X 4 SP-~I 2130
NBS 0.26 2X 4 SP R3 980
EXCEPTIONS:
F-B 2X 4 SP-~I 2130
C~B 2X 4 SP"~2 1720
REPETITIVE MEMBER STRESS USED.
LATER3%L BR3%CING:
TOP CHORD - CONTIN130US
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN.
LOAD CASE RI
LUMBER STREBS INCREASE:
ELATE STRESS INCREASE:
OADING LIVE DEAD (PSF}
LEFT RIGHT
~-F 2 682 C F-C = 495 T
PLATING CONFORMS TO TPI
(GROSS AREA METHOD
VERIFY PLATE VALUES WITH
TEE-LOK CORPOP~TION
GRIP BASED OM SYP LUMBER
PLATES - 20 GAUGE TL~20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 103(- 924 PLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 4000 3.00 X 4.00 CTR CTR
B 3202 4,00 X 6.00 3.0 4.0
C 1030 3.00 X 4~00 CTR CTR
D
E 2001 5.00 X 6.00 4.5 3.5
F 4110 3.00 X 4.00 CTR CTR
OCT o
NOTES
1 TRUSSES ~ANUFACTURED BY
DAVIDSON INDUSTRIES
ANALYSIS CONFORMS TO
WIND LOADS - UBC. 1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIN~FORCE RES SYSTEM
WIND SPEE[ ~ 80 MPH
MEAN ROOF HEIGN5 - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY
4 END VERTICALIS) NOT
DESIGNBD FOR WINE EXPOSURE.
5. UNBALd%NCED LOADS CHECKED
(UNBLN LD FAC = 1.00,
6 BUILDING DESIGNEE IS
RESPONSIBLE FOR ADEQUATE
DESIGN OF TRUSS TO BRO
PI~TN CONNECTION WHICH
ALLOWS 0~29 INCHES OF
HORZ. MOVEMENT AT JOINT D
7. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 231 LBS.
5. FASTEN TRUSS TO BRG A
FOR 147 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
9. FASTEN TRUSS TO BRG D
FOR 136 LBS OF UPLIFT,
MOVZMEHT OF W~J~L OR BRG.
FABRICATOR NOTRE:
B.IF NONE OR THE REACTIONS
SHOWN IN THE "LOAD CASE ~1"
SECTION OF THIS DRAWING ARE
NEGATIVE ThE "FASTEN TRUSS
FOR UPLIFT" NOTES IN THE
"NOTES:" SECTION OF THIS
DRAWING ARE THE RESULT OF
WIND DESIGN /~ND MAY BE
IGNORED WHERE A CHECK OF
THE 8LDG CODE ROOP TIE-DOWN
SECT DOES NOT RESULT IN THE
REQUIREMENT OF ROOF TIES.
13-01-09
R1L B1M
SI D
G 3x6---- 5Xl0~-
DG 21-05-04
5x6%
SiR
F
3x4 [
E
TCm 18-11-11 __ 16-11-05
35-11-00
-- 35-11-00
UniStar -- Version 4C.0.412
RUN DATA: 9-19-01
CHI SIZE LUMBAR 1.15FB
E OB 0,36 2X 4 SP-~i 2130
TM 0.64 2X 4 SP-#I 2130
WBS 0.96 2X 4 EP-~3 980
EXCAPTIONS:
G-t EX 4 SP-~2 172f
J-F SAMA AS
I-D 2X 4 SP-#i 2130
D-B D~J SAME AS
REPETITIVE MEMBER STRESS USED.
LATERAL BRACING:
TOP CHORD ~ CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN
LOAD CASE gl
LUMBER STRESS INCREASE: 15.0%
PI~%TE STRESS INCREASE: 15.0%
WIDTH
LES IN-EX
1E93 3- 8
LEFT RIGHT
MAMBR CSX E(LHB) M~IST M@2ND
TOP CHORDS
A-N 0,36 2165 C 2325 -1916
H-I 0.35 1966 O 1916 ~2264
I-E 0.34 1317 C 2264 -1687
S-J 0.35 1317 C 1588 -2324
~-K 0.35 1661 C 2324 -1667
K-E 0 22 9i T -980 183
BOTTOM CHORDS
A-G 0.64 1798 T 2704 -2417
G-S1 0.55 1454 T 2417 786
SI-D 0.59 1454 T -786 -2736
D-F 0.57 1327 T 2736 -2270
F-C 0.51 1310 T 2270 -655
WEBS
MEMBR CSI P(LBS) M~iST M~2ND
C-E 0.08 207 T 0 0
H-G 287 C G-I 548 T
I-D 635 C D-B 1120 T
DL+LL DEFL = 0.26" IN D-F
LL DEFL = 0.08" < BRG-SPAN/IS0
SPAN/DEFL (DL+LL~ = 999
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PI~XTE VALUES WITH
TAE-LOK CORPORATION
GRIP BASED ON SYP LUMBER
PLJ%TEE - 20 GAUGE TL-20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1030- 924 PLI PER PAIR
SHEAR 370- {98 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2001 4.~0 X 6.00 2.7 1.8
B 3001 E.00 X 5.00 CTR 2.2
C 4010 4.00 X 6.00 CTR CTR
D 1070 5.00 X10,00 CTR CTR
E 4100 3.00 X 4.80 CTR CTE
F 1110 5*00 X 6.00 CTR 3.0
G 1010 4.00 X 4,00 CTR CTR
NOTES: 1. TRUSSES MANUFACTURED BY
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
WINE SPEED ~ 80 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
5. UNBALANCED LOADS CHECKED
(UNBLN LD FAC ~ 1.00, 0.00}.
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 107 LBS.
7. FASTEN TRUSS TO ERG A
FOR 312 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
8. FASTEN TRUSS TO BRG C
FOR 304 LBS OF UPLIFT.
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
FABRICATOR NOTES:
1.BOTTOM CEOP~D LOADING SHOWN
INCLUDES 10 PSF LIVE LOAD.
2,IF NONE OF TEE REACTIONS
SHOWN IN THE "LOAJO CASE ~1"
SECTION OF TMIA D}~AWING ARA
~9 SP 351100
8 912
3-00-00F
i0E
DG 23-00-14
HO 5'12
A
~ __j 4
912 ~ "SAVOY"
EL: A DRESAV0~ Ti~
DG 21-05-04
p-k~D' so 1-i0-0C
M
B3L
B3R
H
20-01-08
C
UniStar -~ Version 40.0,412
RUN DATE: 9-19-01
CSI SIZE LUMBER I . 15FB
TOP 0.72 2X 4 SP-#i 2130
BTM 0.98 2X 4 SP~i 2130
WBS 0.90 2X 4 SP-~3 980
WDG@A 2X 4 SP-#i
EXCEPTIONS:
K-E 2X 4 SP~2 I720
E-B M-S N-C SAME AS K-E
E-L 2X 4 SF-~i 2130
D-E I-B I-M SAME AS E-L
REPETITIVE MEMBER STRESS USED.
116 T -1067 452
156 -954
10 C 0 -1670
2411 -878
0 3S8
0 0
1372 T
183 C
1488 T
473 -C
788 C
DL+LL DEFL = 0 52" IN F-E
LL DEFL = 0.23" < BRS-SPAN/360
DL+LL EORZ = 0.34" AT C
SPAN/DEFL (DL+LL) = 827
PLATING CONFORMS TO TPI
GROSS AREA METEOD)
VERIFY PLJ%TE 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 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2102 5.00 Xl0.00 2.1 1,9
@B 3030 6.00 X 7.00 2.2 1,0
C 4010 4.00 X 6.00 CTR CTR
NOTES:
1. TRUSSES MANUFACTURED BY
DAVIDSON INDUSTRIES
2. ANALYSIS COMFORMS TO
UBC ANSI/TPI 1-1995
EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UBC, 1988 EDITH
TRUSS IS DESIGNED AS
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
5 UNBALANCED LOADS CHECKED
(UNBLN LD FAC = 1.00 0.00) .
6. BUILDING DESIGNER IS
RESPONSIBLE FOR ADEQUATE
DESIGN OF TRUSS TO BRG
PLATE CONNECTION WHICH
ALLOWS 0.34 INCHES OF
NORZ. MOVEMENT AT JOINT C
7. A/qCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 107 LES.
8. FASTEN TRUSS TO ERG A
FOR 312 I~S OF UPLIFT,
WHILE PERMITTING NO UPWAP~
MOVEMENT OF WALL OR BRG.
9. FASTEN TRUSS TO ERG C
FOR 304 LBS OF UPLIFT,
MOVEMENT OF WP~LL OR BRG.
FABRICATOR NOTES:
1.BOTTOM C~OR/3 LOADING SHOWN
2.IF NONE OF THE REACTIONS
SECTION OF' THIS DRAWING ARB
NEGATIVE THE "FASTEN TRUSS
"NOTES:" SECTION OF THIS
DRAWING ARE THE RESULT OF
EUILDIND DESIGNEE
351100 8 912
HO 5-12
ElL B1M
SI D
3 3X6z 5Xl0Z
TC o~ 18-11-11 _~
BC 35-11-00
35-11-00
F /~c
5X6---- 4X6~-
RUN DATE: 9-1)-01
CSI SIZE LUMBER 1.15FB
TOP 0.36 2X 4 SP-~i 2130
WBS 0.96 2X 4 SP-~3 980
EXCEFTIONS:
D-B D-J SAME AS I-D
K-C
LOAD CASE ~1
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
PLATING CONFORMS TO TPI
3ROSS AREA METHOE
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER
PLATES - 2C GAUGE TL-20
GRIPPING 561-393 PS] PER PAIR
INCLUDES 15,0% I~CREASE
TENSION 1030- 924 PLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2001 4.00 X 6.00 2.7 1.8
3001 5.00 X 6,00 CTR 2.2
4010 4.00 X 6.00 CTR CTR
1070 5^00 X10*0H CTR CTR
4100 3.00 X 4.08 CTR CTR
1110 5.00 X 6.0H CTR 3.0
G 1010 4.00 X 4.00 CTR CTR
H 1102 5.00 X 6.00 CTR 3.0
I 1010 4.00 X 6.00 CTR CTR
d 1110 5.00 X 6.00 CTR 3.0
K 1012 4.00 X 6.00 CTR CTR
S1 1100 3.00 X 6.00 CTR 0.2
OCT 3 0 3]01
NOTES:
1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UBC, 1988 EDITN
TRUSS IS DESIINED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY - 1
5. UNBALANCED LOADS CHECKED
(IINELN LD FAC = 1.00
6. ANCHOR TRUSS FOR A tOTAL
HORIZONTAL LOAD OF 107 LBS.
7. FASTEN TRUES TO BRG A
FOR 312 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
8. FASTEN TRUSS TO BRG C
FOR 304 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BEG.
FABRICATOR NOTES:
1.BOTTOM CHORD LOADING SHOWN
INCLUDES 10 FSF LIVE LOAD.
~ 3 .ann co~I~JOUS LATEm~