HomeMy WebLinkAbout05050006-Truss InfoMONO
__
4
TC
408 01DREES_"SAVOY" EL: A
DRESAVOY
4-04-00
4.04-D0
UniStar -- Version 40.0.412
RUN DATE: 9-19-01
CSI S~ZE LUMBER 1.15FB
TOP 0.13 21 4 BP-#1 2130
TM 0.11 21 4 SP-#1 2130
BS 0.04 21 4 SP-~3 980
REPETITIVE MEMBER STRESS USED,
LATEP~AL BRACING:
TOP CHORE - CONTINUOUS
BTM CHORD - CONTINUOUS
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 8.0
MEMBR CSI P (LBS) M%1ST M~2ND
TOP CHORDS
A-B 0.13 37 C -53 92
BOTTOM C/{ORDS
DL+LL DEFL = 0,02~ IN A-B
LL DEFL = 0.00" · BRG-SP~d~f360
SPAN/DEFL (DL+LL) = 999
PLATING CONFORMS TO TPI
(GROSS AREA ~ETBOD)
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER
PLATES - 20 GAUGE TL-20
GRIPPING 561-393 PSI PER PAIR
INCLUDE~ 15.0% INCREASE
TENSION 1030~ 924 PLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZH X Y
A 2001 3.00 X 6.80 7,9 3.1
B 4200 2.00 X 4.0C CTR ~ ~TR
C 4594 3.00 X 4.00 2,0 2.~
OC1
NOTES:
1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED.
WIND LOADS - UBC, 1988 EDITN
TRUSS IS DESIGNBD AS A
MAIN WIND-FORCE RES BYSTE~
WIND SPSHE - 80 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY ~ C
OCCUPANCY CATEGORY
(UNBLN LD FAC = 1~00,
FABRICATOR NOTES:
i.BOTTOM CHORD LOADING SHOWN
INCLUDES 10 PSF LIVE LOAD.
2.IF NONE OF TNE REACTIONS
SHOWN IN THE "LOAD CASE #1"
~ JCL1 403143.6193 706 0 DREES" AVOY" EL: A~RESAVOY
UniStar ~- Version 40.0.412
CSI SIZE LUMBER FE'
TOP 0.11 2X 6 SP-~I 1650
LUMBER STRESS INCREASE: ~5.0%
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24 0 IN.
LOADING LIVE DEAD PSF)
TOP CHD 20.0 8.0
BTM CHD 0.O 15.0
TOTAL 20.0 23.0 43.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-EX LBS IN-EX
FABRICATOR NOTES:
1.BOTTOM CHORD LOADING SHOWN
INCLUDES 10 PSF LIVE LOAD
2.IF NONE OF THE REACTIONS
SHOWN IN THR 'LOAD CASE Ri"
SECTION OF THIS DRAWING ARB
NEGATIVE THE "FASTEN TRUSS
FOR UPLIFT" NOTES IN THE
"NOTES:" SECTION OF THIS
DRAWING ARE THE RESULT OF
WIND DESIGN ANE MAY BE
IGNORED WHERE A CHECK CF
THE BLDS CODE ROOF TIE-DOWE
SECT DOES NOT RESULT IN THE
REQUIREMENT OF ROOF TIES
NOTES: 1. TRUSSES MANUFACTURED BY -
DAVIDSON ~NDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED.
FABRICATOR NOTES
1.BOTTOM CHORD LOADING SHOWN
INCLUDES 10 PEP LIVE LOAD.
2.IF NONE OF TBE REACTIONS
SHOWN IN THE "LOAD C~SS ~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 WHERE A CHECK OF
THE BLDG CODE ROOF TIE-DOWN
SECT DOES NOT RESULT IN THE
REQUIREMENT OF ROOF TIES.
3 FLAT 210608 420G
A
0 ~SAVOY" EL: A_ DRESAVO¥
H I J
B1L B1L
TC
* 3-PLY TRUSS *
CSI SIZE L~IMBER
OP 0,33 2X 6 SP-#I
TM 0,95 2XI0 SP-#2 1210
WSS 0.92 2X 4 SP-~3 980
EXCEPTIONS:
A-G 2X 4 SP-~I 2130
E-B SAME AS A-G
LUMBER STRESS I~CREASE: '15.0%
· REPETITIVE MEMBER STRESS USED.
LATEP~L BRACING:
TOP CHORD - CONTINUOUS
B'/94 CHORD - CONTINUOUS
TRUSS SPACING - 12.0 IN.
LOADING LIVE DEAD (PSF)
TOE CHD 0.0 0,0
BTM CHD 0.0 0,0
TOTAL 0.0 0.0 0.0
DL+LL DEFL = 0.33" AT F NOTES:
LL DEFL = 0,17~ < BRG-SPANt360
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 PAI~
INCLUDES 15.0% INCREASE
TENSION 1030- 924 PLI PER PAIR
SHEAR 9?0- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
4010 5.00 X12.00 3.5 2.5
4010 5,00 Il2.00 3.5 2.5
C 4000 3,00 X 6.00 CTR CTR
D 4000 3.00 X 6.00 CTR CTR
H 1050 lO,B0 X12.00 8.5 CTR
F 1170 12.00 X16,00 CTR 8,8
G 1030 10.0O X12.00 3,5 CTR
H 1150 8.00 X10,00 CTR 5.0
I 1001 3.00 X 6,00 CTR CTR
J 1030 4.00 X 6.~ CTR CTR
1. TRUSSES MANUFACTURED BY
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
UBC (ANSI/TP] 1~1995) .
3. EMPIRICAL ANALOG IS USED
4. TRUSS IS DESIGNED FOR
NO CEILING LOAD,
5. TIE-IN LOADS SHOWN WITHOUT
D~J4AGE TO TRUSS.
f, PREVENT TRUSS ROTATION AT
ALL HEARING LOCATIONS.
7. PROVIDE DRAINAGE TO
PREVENT WATER ' '
NEGATIVE THE "FASTEN TRUSS
DP. AWING.
10 MONO 80908 8
912 408 DREES "SAVOY" EL:
A DRESAVOY
3X4~
C
3X4~-
)8
9-08
UniStar -~ Version 40.0.412
RUN DATE: 9-19-01
CSI SIZE LUMBER 1.15FB
TOP 0.2I 2X 4 SP-~I . 2130
BTM 0.33 2X 4 SP-~I 2130
LATERAL BRACING:
TOP CHORD - CONTIh~3OUS
BTM CHORD ~ CONTINUOUS
TRUSS SPACING - 24 0 IN.
LOAD CASE ~1
LUMBER STRESS INCREASE: 15 0%
PLATE STRESS INCREASE: 15.0%
LO~DING LIVE DE~ (PSF)
TOP CHD 20.0 8,0
BTM CHD 0.0 15.0
TOTAL 20.0 23.0 43 0
SUPPORT CRITERIA
JT REACT WIDT~ JT REACT EIDTH
LBS IN-EX LBS IN-EX
A 426 3- S C 400 3- 8
DL+LL DEFL = 0.24" IN A-C
LL DEFL · BRG-SPAN/360
SPA~/DEFL {DL+LL] = 434
PLATING CONFORMS TO
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER
PLATES .- 20 GAUGE TL-20
GRIPPING 561-39~ 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 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 X ~.00 CTR CTR
E 4100 2.00 X 4.00 CTN CTR
NOTES:
1. TRUSSES MANUFACTURED BY
DAVIDS0~ INDUSTRIES
2.ANALYSIS CONFORMS TO
UBC (ANSI~TPI 1-1995
3. EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UBC.1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 00 HPS
SP
180700
3-00-00F
8 0
DG 23-02-07
HO 1-06-00
912 DREES "SAVOY"
E
F 5
8x12~
EL: A DRESAVOY
C
D
UniStar -- VerSion 40~.0.412
RUN -DATE: 9-19-01
CSI SIZE LUMBER ~.15FB
TOP 0,37 2X 4 SP-~I 2130
BTM 0 40 2X 4 SP-ffl 2130
PLATING CONFORMS TO TPI NOTES: .
(GROSS AREA METHOD) 1. TRUSSES ~L~TdFACTURED BY -
VERIFY P~TE VALUES ~ITE DAVIDSON INDUSTRIES
TEE-LOK CORPORATION 2, A/~ALYSIS CONFORMS TO
GRIP BASED ON SYP LUMBER UBC (ANSI/TPI 1-1995).
PLATES - 20 GAUGE TL-20 3. EMPIRICAL ANALOG IS USED.
GRIPPING 561-393 PSI PER PAIR 4. WIND LOADS - UBC,1988 EDITN
INCLUDES 15.0% INCREASE TRUSS IS DESIGNED AS A
TENSION 1030- 924 PLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 4203 2,00 E 4,00 CTR CTR
B 4110 5,00 X10.00 2.S' CTR
C 4200 3.00 X 6.00 CTR CTR
D 4214 5 00 X 6 00 2.5 CTR
E 7050 5.00 X10.O0 CTR CTE
F 7093 8,00 X12.00 6.0 3.5
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 ~PH
MEAN ROOF HEIGHT - 25
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
E. END VERTICAL(S) NOT
DESIGNED FOR WIND EXPOSURE.
6. UNB;~LANCED LOADS CHECKED
(UNBLN LD FAC ~ 1.00, 0.00).
' 10 SP 150200 8 0 0 DREES "SAVOY" EL: A DRESAVOY Tll
DG 7-08-08
HO 4-11-09
B
DG 11-09-12
HO 8-11
5x6~
3x4 II
3X4~
12-00-08
40,0.412
CSI SIZE LUMBER 1.15FB
TOP 0.85 2X 8 BP-#2 1380
BTM 0.46 2X 4 SP-~I 2130
WBS 0.26 2X 4 SP-~3 980
EXCEPTIONS:
· F-B 2X 4 SP-#I 2130
C~B 2X 4 SP-~2 1720
REPETITIVE MEMBER ETEESE USED.
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - COHTINUOUS
TRUES SPACING - 24.0 IN.
LOAD CASE ~1
LUMBER STRESS INCREASE: 15*0%
LOADING LIVE DEAD (PSF}
LEFT RIGHT
HEEL 0IN - 0SX
MEMBR CSI P(LBS) MGIST MG2ND
TOP CHORDS
F-E 0.11 353 C 0 8
DL+LL DEFL = 0.63" IN B-E
LL DEFL = 0.24" < BEG-SPAN/360
DL+LL HOEZ = 0,2~" AT D
SPA3~/DEFL {DL+LL) = 287
PLATING CONFORMS TO TPI
{GROSS AREA METHOD)
VERIFY PLATE VALUES WITE
TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER
PLATES - 20 GAUOE TL~20
GRIPPING 561-393 'PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1030- 924 PLI, PER PAIR.
SHEAR 9~0~ 49~ PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 4000 3,00 X t.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
P 4110 3.00 X 4.00 'CTR CTR
NOTES: 1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. WIND LOADS - UBC,1988 EDITH
TRUSS IS DESIGNE[ AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY ~ C
OCCUPANCY CATEGORY -
DESIGNED FOR WIND EXPOSURE.
5, UNBALANCED LOADS CHECKED
{UNBLN LD FAC = 1.00, 0.00).
6. BUILDING DESIGNER
DESIGN OF TRUSS TO BEG
PLATE CONNECTION WHICH
ALLOWS 0.29 INCHES OF
HORZ. MOVEMENT AT JOINT D
7. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 231 LBS,
E. FASTEN TRUSS TO BRG A
FOR 147 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRS
9. FASTEN TRUSS TO ERG D
FOR 136 LEE OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVBNF~T OF WALL OR BEE.
"NOTES:' SECTION OF THIS
DUAL 351100 8 912
~EES "SAVOY" EL: A
5X6~
B
DRESAVOY
/
T13
UniStar -- Version 40.0.412 MEMBR CSI P(LBS) M~iST M@2ND
RUN DATE 9~19~01 C-E 0.08 205 T 0 0
H-G = 28~ C G-I = 548 T
CSI SIZE LUMBER
TOP 0.36 2X 4 SP-~]
BTM 0,64 2X 4 SP-#I
WBS 0.96 2X 4 SP-~3
EXCEPTIONS:
G~I 2X 4 SP-#2 1720
LOAD CASE ~1
1.15FB [-D = 635 C D-B 1120 T .
2130 D-J = 445 C J-F = 220 T
2130 F-K = 185 T K~C = 1827 C
980
DL+LL DEFL = 0.26" IH D-F
LL DEFL = 0.08" < BRG~SPAN 360
SPAN/~EFL (DL+LL¥ = 999
PLATING CONFORMS TO TPI
(GROSS AREA METHOD]
VERIFY PLJ%TB VALUES WITE
TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER
PLATES - 20 GAUGE TL-20
GRIPPING 561-393 FSI PER PAI~
INCLUDES 15.0% INCREASE
TENSION 1030- 924 P~I 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
E 3001 S,OO X 6.00 CTR 2.2
C 4010 4.00 X 6.00 CTR CTE
D 1070 5.00 X10.00 CTR CTR
E 4100 3.00 X 4 0S CTR CTR
F 1110 5.00 X 6 00 CTR 3.0
G 1010 4.00 X 4.00 CTR CTR
H 1102 5.00 X 6 00 CTR 3.C
I 1010 4.00 X 6.00 CTR CTR
J 1110 5.00 X 6.00 CTR 3.~
g 1012 4~00 X 6.00 CTR CTR
El 1100 3.00 I 6.00 CTR 0,2
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
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY ~ C
OCCUPANC~ CATEGORY - 1
5. UNBALANCED LOADS CEECKED
(UNBLN LD FAC ~ 1.00, 0.00)~
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 107 LBS,
7, FASTEN TRUSS TO BRG A
FOR 312 LBS OF UPLIFT,
WHILE PEP34ITTINS NO UPWARD
MOVEMENT OF WALL OR BEG,
S. FASTEN TRUSS TO BRG C
FOR 30~ LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
9 SP 351100 8 912 912~AVOY" EL: A DRESAVOY T14
13-01-09
3-00-00F
7X8~-
B
DG 21-05-04
UniStar -- Version 40.0 412
RUN DATE 9-i9-01
CSI SIZE LSMSER 1.I5FB
DL+LL DEFL = 0,52" IN F-E
LL DEFL = 0.23" < BRG~SPAN/360
DL+LL RORZ = 0,34"=AT C
SPAN/DEFL (DL+LL) 827
PLATING CONFORMS TO TPI
(GROSS AREA METHOD]
VERIFY PLATE VALUES WITH
TSB-LOK CORPORATION
GRIR BASED ON SYP LUMBER
NOTES: 1. TRUSSES MANUFACTURED BY -
DAVIDSOR 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
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
5 UNBALANCED LOADS CHECKED
OF THE BRACE IF ;~LL BRACED
MEMBERS BUCKLE IN THE SAME
DIRECTION. SEE HIB-91
RH~UIEEM~TS.
1
DUAL 351100 8 912
9~SAVOY" EL: A DRESAVOY
8
J
B1M
SI D F C
19-11-11
UniStar - ~ 43.0~412
RUN DATE: 9~19-01
CSI SIZE LUMBER 1.15FB
TOP 0 36 2X 4 SP-#I 2130
BTM 0.64 2X 4 SP-~I 2130
WBS 0.96 2X 4 SE-~3 980
EXCEPTIONS:
G-I 2X 4 SF-~2 1720
J-F SAME AS
I-D 2X 4 SP~#I 2130
D-B DWJ SAME AS
REPETITIVE MEMBER STRESS USED.
LOAD CASE
LD~MBER STRESS INCREASE: 15.01
PLATE STRESS INCREASE; 15.01
LOADING ' LIVE DEAD (PSF)
TOP CHD 20 0
BTM CHD 0,0 15 0
TOTAL 20.0 23.0 43.0
SUPPORT CRITERIA
JT P~EACT WIDTN JT REACT WIDTH
LBS IN-EX LBS IN-EX
A 1593 3- S C 1593 3- 8
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER
PSATES - 20 GAUGE TL-20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15.04 INCREASE
TENSION ~030~ 924 PLI PER PAIR
SHEAR 970- 498 ELI PER PAIR
JT TYPE P~ATB SIZE - X Y
A 2001 4~00 X. 6~00 2.7 1.8
9 3001 5.00 X 6.OO 'CTR 2.2
LATERAL BRACING: C 4010 4.00 X 6,00 CTR CTR
TOP C"HORD - CONTINUOUS D 1070 5.00 X10.00 CTR CTR
BTM CHORD - CONTINUOUS E 4100 3.00 X 4.00 CTR CTR
ONE BRACE - I-D D~B D-J ~ F 1110 5.00 X 6.00 CTR 3.0
NOTES: 1. TRUSSES MAK~JFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
USC (ANSI/TPI 1-1995).
3. EMPIRICAL ANALOG IS USED.
4 WIND LOADS -UBC 1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPR
MEA/~ ROOF HEIGHT - 25'
EXPOSURE dATEGORY ~ C
OCCUPANCY CATEGORY -
5. UNBALANCED LOADS CHECKED
DL+LL DEFL ~ 0~26" IN D-F
LL DEFL ~ 0.08" < ~RG-SPA/~/360
EPAN/DEFL (DL+LL} 999
~00~ ~]~/1] NO~GIAYG [00C 8C~ ~TC XT~ 60:[~ N0~ C0/CO/~0