HomeMy WebLinkAbout05020084-Truss InfoHO 230600
11-07-08
E1 OVERHANGS
10 10000 10000
DG 16-06-06
JOB ~ '
ZARING-YARDLEY C OR F-A
DG 16-06-06
H
F
12X16=
11-09-00
3X6
23-
-07
" 3'PLY TRUSS '*
CSI SIZE LUMBER 1.15FB
TOP 0 61 2X 4 SP-#2 1720
BTM 0 65 2X 8 SP-~2 1360
REP
LATE RA.L BRAC
BTM
583
PLF)
676 .7
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
A 9956 3-15 C 5650 3~ 8
HEMEEE FORCES ' EACH PLY
-731
07
E-D
LL DEFL ~ 0.09" ( BEG-SPA~/360
SPA/~/DHFL (DL+LL) ~ 999
PLATES ARE FOH EACH PLY
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER
INCLUDES 15 0% INCREASE
NOTES:
I. TRUSSES M~uNUFACTURED BY
DAVIDSON INDUSTRIES
BTM CND 3 3 0
WEES ~ 1 ~ 0
PLUS CLUSTERS OF NAILS
I I{HIP 311000 7.25
DG 10-03-03
B
ZARING-¥ARDLEY C OR F-A0001907
HO 6-10-08
I j C
BiR
Version 39.6.S
3~23-98
SIZE LUMBER FB
TOP 0,69 2X 4 SP-~2 1500
BTM 0.48 2X 6 SP-~i 1650
WBS 0.81 2X 4 SP-~3 850
EXCEPTIONS:
2X 4 SP-#2 1500
LUMBER STRESS INCREASE: 15.0%
LATERAL PEACING:
ENORD - CONTINUOUS
ONE B
LOADING LIVE (PLF
TOP CED 40.0
BTM CED 0.0
EXCEPTIONS:
B-C 80.0 40.0
CONCENTRATED LOADS (LBS1
B 255 LIVE
B 127 (DEAD
SUPP
REACT WIDTH
LBS IN-SX
2583 3- 8
35 C 95
0.47 283
8.60 3340 C 1444 -7991
0 69 3340 C 7991 -9194
0.67 2575 C 9194 439
BOTTOM CHORDS
0.40 1931 T 373 -2537
-2622
DL+LL DEFL IN B-I
SPA-N/DEFL IDL+LL~ 999
PLATING CONFORMS TO TPI
(GROSS AREA METHOD}
VERIFY PLATE VALUES WITH
TEK~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
3T TYPE PLATE SIZE X Y
A 4010 6 00 X 7.00 CTR CTR
B 515i 5 00 X S 00 CTR CTR
C 4010 5.00 Xl0.00 3.5 2,5
D 4000 3 00 X 6,00 CTR CTR
E 1030 4,00 X 4.00 CTR CTR
F 1050 5.00 X10.00 6.5 CTR
G 1170 8.00 X 8.00 CTR 5.0
H 1030 5 00 X 8.00 CTR CTR
~ 1001 3.00 X 6,00 CTR CTR
J 1130 8.00 Xl0 00 CTR 5.f
K 4100 3.00 X 4.00 CTH CTR
NOTES:
i. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
UBC ANSI/TPI 1-1995).
3. EMPIRICAL ANALOG IS USED.
4. END VERTICAL(S} NOT
DESIGNED FOR WIND EXPOSURE.
53 PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS.
6. GIRDER CONDITION:
HALF NIP GIRDER WITH
NIP-Rg~FTEES
OPEN PACE COMMON JACKS.
SIEDER SETBACK 6,00 f~.
FABRICATOR NOTES
1.ALL CONTINUOUS LATERAL
BRACES MUST BE RESTRAINED
TO PREVENT LATERAL MOVEMENT
DF THE BRACE IF ALL BRACED
MEMBERS BUCKLE iN THE SAME
DIRECTION. SEE HIE-91
SUMMARY SHEET FRAME 4
(ORANGE SHEET) OR BUILDING
DESIGNER REQUIREMENTS.
QUAN TYPE VERHANGS
1 HHIP 31.1000 7.25 0 0
DG 13-05-06
HO 2-02-07
4x6~
JOB
ZARING-YARDLEY C OR
5xSr~
10-05-01
5x6 =
HO 8-06-00
C
E S1 F
5xl0~- 3x6= ~x6~
D
21-04-15
.642
CSI SIZE LUMRER 1.1SFB
0 61 2X 4 BP-#2 1720
BTM 0.68 2X 4 BP-#2 1720
WBS 0.96 1720
EX'CEPTIONS
~.j 980
NEPBTITIVE MEMBER STRESS USED,
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
LOAD CASE #]
LUMBER STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PBF}
TOP CHD 20.0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 20.0 40.0
SUPPORT CRITERIA
JT TYPE BOBZ VERT WIDTH
LBS LBS IN-SX
A PIN 0 1273 3- 8
D NORZ RLR 0 1273 3- 8
2SI P(LBS) M~iST M~2ND
)P
854
1298 C 1772 -1460
0.54 1108 C 1737 -3086
0,61 1096 C 3086 -3556
0.59 132 C -1064 276
BOTTOM CHOP. OS
0.60 1069 T 946 -2332
3 1224 T 2332 551
1224 T -551 -2654
2654 ~363
WEBS
0
0
179 T
273 C
581 T
22 E
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED ON ~YP LU~BER
PLATES - 20 GAUGE TL-20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1030~ 924 P~I PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 4010 4.00 X 6.00 ITR CTR
B 5101 4 00 X 6.00 2.9 1.8
C 4000 3.00 X 6,~0 CTR CTR
D 4010 5.00 X 6~00 CTR CTR
E 107£ 5,00 X10.00 CTR CTR
F 1010 4,00 X 6 00 CTR CTR
G 1012 4.00 X 6,00 CTR CTR
E 111[ 5,00 X 8.00 CTR 3.0
I 1010 5.00 X 5,00 CTR CTR
J 4100 3.00 X 4.00 CTR CTR
Si 1100 3.0¢ X 6.00 CTR 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,1908 EDITN
TRUSS. IS DESIGNED AS A
MAIN ~IND~FORCE RES SYSTEM
WIND SPEED - 00 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
HCRIZONTAL LOAD OF 480 LBS.
7. FASTEN TRUSS TO BRG A
FOR 234 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
8. FASTEN TRUSS TO BRG D
FOE 240 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
FABRICATOR NOTES:
1.ALL CONTINUOUS LATERAL
BRACES MUST BE RESTRAINED
TO PREVENT LATERAL MOVEMENT
OF THE BRACE rE ALL BRACED
IN THE SAME
JMMARY SHEET FRAME 4
BET) OR BUILDING
iGNER REQUIREMENTS.
JUN ?. ~ 19~
SPAN P1 -}Il
1 H}IIP 311000 7.25
H
OVERHANGS JOB
0 0
4x6~-
B
MARK
5x6=
A
TC
13-02-03
E
18-07-13
O
39.642
CSI SIZE LUMBER 1,ISFB
BTM 0.55. 2X 4 SP-~2 1720
EXCEPTIONS:
-K 2X 4 SP~~3 980
LATERAL BRACING:
TOP CHORD ~ CONTINUOUS
BTM CHORD - CONTINUOUS
ONE BRACE - A-H E~E I-F
LOAD CASE ~1
LUMBER STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
40.0
PE NORZ VENT WIDTH
PIN LBS LBS IN-SX
A ) 1273 3- 8
D EORZ RLR 3 1273 ~- 8
MMMBR CSI P(LBS M~iST M@2ND
TOP CHORDS
K-H 0.51 103 T -475 1543
B-B 0.53 1184 C 3058 -1489
B-I 0.40 1004 C 1779 -2182
I-J 0.47 843 C 2182 ~2745
J-C C.45 159 ~ -835 159
BOTTOM CHORDS
MEMBR
134 T
240 T
437 C
1224 C
LL DEFL : ]FA~/350
SPAN/DEFL 999
PLATING CONFORMS TO TPI
IGROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE~LOK CORPORATION
GRIP BASED ON SYF LUMBER
PLATES - 20 GAUGE TL'20
GRIPPING 561~393 PSI PER PAIR
INCSUDES 15.0% INCREASE
TENSION 1030- 924 PLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 4010 4.00 X 6 00 CTR CTR
B 5101 4 00 X 6 00 2.9 1.8
C 4000 3.00 X 6.00 CTR CTR
D 4010 5,00 X 6.00 CTN CTR
E 11~0 7 O0 X 8.00 CTR CTE
F 1010 5 00 X 6.00 CTR CTR
G 1001 2.00 X 4,00 CTR CTR
E 1073 5,00 X12.00 CTE CTR
[ 1013 5.00 X 6.00 CTR CTE
J ~010 5,00 X ~.00 CTR CTR
~ 4100 3.00 X R CTR
NOTES
1 TRUSSES M~NUFACTUREE BY -
DAVIDSON INDUSTRIES
2 ANALYSIS CONFORMS TO
EMPIRICAL ANALOG IS USED
W~NE LOADS - UB~,1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES
WIND SPEED - 80 MPB
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY ~ C
OCCUPANCY CATEGORY - l
5. UNBALANCED LOADS CEECKBD
(UMBLN LD FAC = 1.00, 0.00).
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL ,LOAD OF 5~1 LBS
-. FASTEN TRUSS TO BRG A
FOR 240 LBS OF UPLIFT
WHILE PERMITTING NO UPWANI
MOVEMENT OF WALL OR BEG,
8, FASTEN TRUSS TC BEG D
FOR 269 LBS OF UPLIFT
WHILE PERMITTING NO UPWAE£
MOVEMENT OF WALL OR BRG.
FABRICATOR NOTES:
1.ALL CONTINUOUS LATERAL
BRACES MUST BE RESTRAINEE
TO PREVENT LATERAL MOVEMENT
OF THE BRACE IF ALL BRACED
MEMBERS BUCKLE IN TEE SAME
DIRECTION_ SEE HIB-91
SUMMARY SHEET FRAME 4
(ORANGE SHEET) OR BUILDING
DESIGNER REQUIREMENTS
JUN 2
)LEY C OR F-A000IPC7
DG 20-01-09
HO 4-07
5X6~ 12
8
31-10-00
M~2ND
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP ED ON SYP LUMBER
E TL-20
GRIPPING 56t-393 PSI PER PAIR
98 PLI PER PAIR
JT TYPE
$ 3110
~E HORZ MERT WIDTH C
X
Y
CTE CTR
CTR 1.9
4.6 3.1
CTR 3.5
CTR 3.5
CTR CTR
CTE CTB
CTR 3.0
CTR CTR
CTR CTR
CTR 0.2
NOTES
1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. A~ALYS'IB 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 - 80 MPB
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY ' C
OCCUPANCY CATEGORY - 1
5. UNBALANCED LOADS CHECKED
UNBLN LD FAC = 1.00,
6. FASTEN TRUSS TO BRG A
FOR 258 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
7. FASTEN TRUSS TO BRG C
FOR 259 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
FABRICATOR NOTES:
1.ALL CONTINUOUS LATERAL
BRACES MUST BE RESTRAINED
TO PREVENT LATERAL MOVEMENT
OF THE BRACE IF ALL BRACED
MEMBERS BUCKLE IN THE SANE
DIRECTION. SEE HIB-91
SUMMARY SHEET FRAME 4
(ORANGE SHEET) OR BUILDING
DESIGNER REQUIREMENTS.
JUN ~ 3 1999
i SP
311000 7.25 0 10000
OARB
ING-YARDLEY C OR F-A0001907
3x10~
B
7x8~- E
5x8 --
EXCEPTIONS:
~REASE: 15.0%
~S USED.
- CONTINUOUS
BRACE -
BTM CHD 0,0 20.0
TOTAL 40.0 40.C 80.0
~ONCENTRATEE LOADS (LBS
B 200 (LIVE
B 100 (DEAD)
C 200 (LIVE)
2 100 (DEAD)
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SE LBS IN-SX
A 2384 3- 8 D 2299 3- 8
LEFT RIGHT
EEL 0IN - 3SX
MBR CSI P(LBS) M~IST M@2ND
TOP CHORDS
199 -2293
4 -4684
-4776
-37
~2 C 2063 126
0,42 3631 C -126 ~1076
BOTTOM CHORDS
MSMBR CSI P LBS) M@IST M~2ND
F-E 0.68 3938 T 3548 -1745
2436 T
118 C
DL+LL DEFL = 0 29" IN F-E
LL DEFL = 0.13" ¢ BHG~SP~N/360
~SPAN/DEF~ (DL+LL)~ ~99
PLATING CONFORMS TO TPI
GROSS AREA METHOE
VERIFY FLATE VALUES WITH
THE-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 4000 3.00 E 6.00 CTR CTR
B 5102 5.00 X 6.00 CTR ~TR
C 5102 5.00 X 8.00 CTR CTR
D 2013 3.00 El0.00 8.1 2,4
E 1070 5.00 X 8.00 CTR CTH
F 1110 7 O0 X 8,00 CTR 5,0
G 1070 5 00 X12 00 CTR CTH
H 1010 4.00 X 6 00 CTR CTR
NOTES:
1. TRUSSES MANUFACTURED BY -
DAVIDGO~ INDUSTRIES
2. ANALYSIS CONFORMS TO
EMPIRICAL ANALOG IS USED.
4. PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS
5. PROVIDE DRAINAGE TO
PREVENT WATER BONDING
FABRICATOR NOTES
1.ALL CONTINUOUS LATERAL
BRACES MUST BE RESTRAINED
TO PREVENT LATERAL MOVEMENT
DF THE BRACE IF ALL BRACED
MEMBERS BUCKLE IN TEE SAME
DIRECTION. SEE HIB-91
SUMMARY SHEET FRAME 4
(ORANGE SHEET) OH BUILDING
DESIGNER REQUIREMENTS.
JUN Z S 1~
311000 7.25
5xSr=
B
OVER_HANGS JOB
0 10000 ZARING-YARDLEY C OR F-A0001907
2x4 5xS----
HO 4-07
G
5Xl0~ 4X4=
r -~ version 39.6.2
3-20-98
2SI SIZE LUMBER 1.15FB
.52 2X 4 SP-#2 1720
58 2X 4 SP-#2 1920
WBS 0.98 2X 4 SP-~2 1720
98O
r SAME AS
TOP CHORD CONTINUOUS
BTM CHORD - CONTINUOUS
ONE BRACE -
TRUSS SPACING - 24.0 IN.
LOAD CASE
D HORZ RLR 0
LEFT RIGHT
HEEL 0IN - 3SX
BOTTOM CHORDS
A-G 0.42 1005 T 599 -1349
G-F 0.45 1129 T 1349 -50S
)9 201 0 0
261 T
G-B = 555 T
F-I = 432 C 363 T
E~C = 354 T 2 C
DL+LL DEFL E-D
LL DEFL = )AN/260
SPAN/DEFL (DL+LL) = 999
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 I030- 924 PLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 4010 4.00 X 6.00 CTR CTR
B 5150 5.00 X 8.00 2 2 2.1
C 5150 5.00 X 8.00 2.2 2.0
D 2001 4.00 X 6.00 4.7
E 1050 4.00 X 4 00 CTR CTR
F 1170 5 00 X10,0B cTR 3.0
G 1030 4 00 X 4.00 CTR CTR
H 1030 4.00 X 6.00 CTR CTR
I 1001 2 00 X 4.00 CTR CTR
J 1001 2 00 ~ 4.00 CTR CTR
K 4100 3.00 ~ 4.00 CTR CTR
NOTES:
i. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. A/qALYSIS CONFORMS TO
UBC (A~SI/TPI 1-1995).
3 EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UBC, 1988 KDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEAN R00~ HEIGHT - 25
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
5. UNBALANCED LOADS CHECREI
(UNBLN LD FAC = 1.00. 0.00}.
6. PROVIDE DRAINAGE TO
PREVENT WATER PONDING.
7 FASTEN TRUSS TO BRG A
FOR 233 LBS OF UPLIFT,
WHILE PERMITTING ND UPWARD
MOVEMENT UP WALL OR BNG,
FASTEN TRUSS TC BRG D
FOR 262 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BEG.
FABRICATOR NOTES:
1,ALL CONTINUOUS LATERAL
BRACRS MUST BE RESTRAINED
TO PREVENT LATERAL MOVEMENT
OF THE BRACS IF ALL BRA~ED~
MEMBERS BUCKLE IN THE SAME
DIRSCTIDN. SEE HIB~91
SUMMARY SHEET FRAME 4
ORANGE SHEET) OR BUILDING
DESIGNER REQUIREMENTS.
311000 7.25 0 10000 ZARING-yARDLEY C OR F-A0001907
H
5x8=
B
DG
HO 4-07
A
11-00-07
G F E
4x6---- 5x10~ 2x4
8-00-09
4x6~
DATE: 3-20-98
CSI SIZE LUMBER
E-I SAME AS A-J
1720
1720
1720
99O
TOP CHORD - CONTINUODS
BTM CHORD - CONTINUOUS
ONE BRACE - A-H
TRUSS SPACING - 24,0 IN,
LOAD CASE ~1
LUMBER STRESS INCREASE:
LOADING LIVE DEAD (PSF
TOP CED
BTM CHD
TOTAL
A PIH 0 1273 3- 8
D HO~Z RLK 0 1337 3- 8
LEFT BIGHT
HEEL 0IN - 3SX
2ND
968
B 63
M@2ND
SPAN/DEFL (DL+LL) ~ 95-~
PLATING 'CONFORMS TO TPI
IGROSS AREA METNOD)
NOTES:
1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TC
UBC (A!qSI/TPI 1-1995) .
3. EMPIRICAL ANALOG IS USED.
4. WIND LOADS ~ UBC,i988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FOKCE RES SYSTEM
WIND SPEED ~ 80 MPB -
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
X Y
A 4010 4.00 X 6 00 CTR CTR
B 5150 5.00 X 8~00 2,2 2,1
C 5101 4.00 X 6,00 2 6 1.8
D 2001 4.00 X 6.00 4.7 3.1
E 1001 2,00 X 4.00 CTR CTR
F 1170 5,00 X10~00 CTR 3~0
G ~030 4 00 X 6 00 CTR CTR
H I012 4.00 X 6,00 CTR CTR
I t050 4 OO X 4.00 CTR CTR
J 4100 3.00 X 4.00 CTR CTR
GRIp BASED ON SYP LUMBER
PLATES - 20 GAUGE TL-20 OCCUPANCY CATEGORY -
GRIPPING 561-393 PSI PER PAIR 5. UNBALANCED LOADS CHECKED
INCLUDES 15.0% INCREASE (UNBLN LD FAC = 1.00,
R ~. ANCHOR TRUSS FOR A TOTAL
SHEAR 970- ~I PER PAIR HORIZONTAL LOAE OF 101 LBS.
7~ PROVIDE DRAINAGE TO
PREVENT WATER PONDING.
8 FASTEN TRUSS TO BRG A
FOR 245 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVBMENT OF WALL OR BRG.
9~ FASTEN TRUSS TO BBG D
FOR 272 LBS DF UPLIFT
WHILE PERMITTINQ NO UPWARD
MOVEMENT OF WALL OR ERG.
FABRICATOR NOTES:
1.ALL CONTINUOUS LATERAL
BRACES MUST BE RESTP~AINBD
TO PREVENT LATERAL MOVEMENT
OF THE BRAC~ IF ALL BRACED
MEMBERS BUCKLE IN THE SAME
187 T
453 C
JUN ~ S
SP 311000 7.25 0 10000
DG 17~04~05
HO 2-02-07
7.25
B
OR F-A0001907
T10
DG
HO 4-07
J
8
4×4 ~
4x6~
TC 13-09-09
B1R
E
BTM
Version 39,6.2 MEMBE
3~20-98
A-I 220 T
294 C
0 DL+LL DEFL ~ 0.15" IN
~ LL DEFL = 0,05" < BEG-SPAN/360
REPETITIVE MEMBER STRESS USES. SPAN/DEFL (DL+LL) = 999
LUMBER STRESS INCREASE: 15.0%
LOADING LIVE DEAD {PSF)
TOP CHD 20,0 10.0
SSI P{LBS) M@IST M@2ND
0.30 1284 C
C
-1648
966
WEBS
PLATING CONFORMS TO TP]
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LON CORPORATION
GRIP BASED ON SYP LUMBER
PLATES - 20 GAUGE TL-20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION ~030- 924 ~LI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 4010 4 00 X 6.00 CTR CTE
NOTES:
1. TRUSSES MANUFACTURED BY
DAVIDSON INDUSTRIES
2. ANALYSIS.CONFORMS TO
UBC (ANSI/TPI 1-1985 .
3 EMPIRICAL ANALOG IS USED.
4. WIND LOADS ~ UBC,1988 EDITN
~RUSS IS DESIGNED AS A
~LkIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPN
MEAN ROOF HEIGHT -
EXPOSURE CATEGORY - C
OCCUPANCY CATEG¢~Y -
5. UNBALANCED LOADS CHECKED
(UNBLN LD FAC = 1.00.
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 114 LBS.
7. PROVIDE DRAINAGE TO
PREVENT WATER PONDING.
8. FASTEN TRUSS TS BEG A
FOR 254 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL DR BEG.
9. FASTEN TRUSS TO BEG D
FOR 279 LBS DF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BEG.
FABRICATOR NOTES:
1.ALL CONTINUOUS LATERAL
RACES MUST BE RESTRAINED
O PREVENT LATERAL MOVEMENT
OF THE BRACE IF ALL BRACED
MEMBERS BUCKLE IN THE SAME
DIRECTION. SEE HIB-91
~UMMARY SHEBT FRAME 4
(ORANGE SNEET) OR BUILDING
DESIGNER REQUIREMENTS.
JUN ~ ~ 1999
TYPE 'SPA-N P1-Hi
DUAL 311000 7.25
OVERHA/gGS
0 10000
JOB blA~
ZARING-YARDLEY C OR F-A0001907 TI1
6x7~ DG 20-01-09
B HO 4-07
2x4
12 N 2x4
7.25 I 12
2U 78
\\
4x6=
TC 15-03-01
16-06-15
39.6.2
BER 1,15FB
~2 i720'
1720
78 2X 4 SP-#2 1720
EXCEPTIONS:
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
LOAD CASE
DL+LL DEFL = 0.30" IN
LL DEFL = 0.06" < BEG-SPAN/360
SPAig/DEFL (DL+LL) = 999
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VA3~UES WITH
TEE-LOK CORPORATION
GRIP BASED DN SYP LUMBER
PLATES - 20 GAUGS TL-20
GRIPPING 561~393 PSI PER PAIR
INCLUDES 15,0% IMCREASE
NOTES:
1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
UBC {ANSI/TPI 1-1995).
3. EMPIRICAL ANALOG iS USED.
~. WIND LOADS - UBC 1988 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. UNBALANCED LOADS CHECKED .
(UNBLN LD FAC = 1.00, 0.00).
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 120 LBS.
~. FASTEN TRUSS TO BRG A
FOR 258 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
8. FASTEN TRUSS TO ERG C
FOR 281 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BHG.
HEEL
LEFT
J 1102 5,00 X 6.30 CTR 3.5
K 4100 3.00 X 4.00 CTR CTR
Si 1100 3.00 X 6.00
FABRICATOR NOTES:
1.ALL CONTINUOUS LATERAL
BRACES MUST BE RESTRAINED
TO PREVENT LATERAL MOVEMENT
DF THE BRACE IF ALL BRACED
~EMBERS BUCKLE IN TNB SANE
DIRECTIDN. SEE HIE-91
SUMMARY SHEET FRAME 4
ORANGE SHEET) OR BUILDING
DESIGNER REQUIREMENTS.
WEBS
3~ T o o JUN
OVERHANGS
10 10000 0
OR F~A0001907
HO 6-10-00
B
T12
TC ~ 1200
'RUN D~TE: 3-20-98
SIZE LUMBER
2X 4 BP-#2
'.2
980
BTM CHORD - CONTINUOUS
G - 24.0 IN.
SE #1
LOADING LIVE DEAD (PSF)
TOP CND 20 0 t0 0
BTM CHD 0.0 10,0
TOTAL 20.0 20.0 40.0
SUPPORT CRITERIA
JT TH
MEMBR CSI P(LBS) M~IST M~2ND
TOP CHORDS
D-B 0,45 112 C 1032 0
BOTTOM CHORDS
A-C 0.37 0 ~ -699 0
DL~LL DEFL = 0423" IN D-B
LL DEFL ~ BRG-SpA/~/360
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY ELATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER
PLATES - 20 GAUGE TL-20
GRIPPING 561-293 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1030- 924 PLI PER PAIR
SHEAR 9 ~8 PLI PER PAIR
A 401 'TH CTR
B
C
D 4100 2.00 X 4.00 CTH CTR
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
WIND SPEED - 80 MPB
.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 0.47 INCHES OF
BORZ. MOVEMENT AT JOINT B
-. ANCHOR TRUSS FOR A TOTAI
HORIZONTAL LOAD OF 239 LBS
~. FASTEN TRUSS TO BRG B
FOR 146 LBS OP UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL DR RRG.
SPAN P1 -H1
904005. 8697
3x6H
C
9-04-O0
RUN DATE:
CSI SIZE LUMBER FB
TOP 0.73 2X 6 SP~I 1650
wES 0.02 . 2X 6 SP~l 1650
LUMBER E: 15.0%
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
tRUSS SPACING - 24.0 IN.
LIVE
TOTAL 20 .0
LINEAR
ALONG C-
AT C
AT B 52.0 26.0
MEMBR
CSI P(LBS) M~IST M@2ND
TOP CHORDS
O 0
PLATING CONFORMS TO TPI
(GROSS AREA ~ETSOD)
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED ON SYP LU~BER
PLATES ~ 20 GAUGE TL-20
GRIPPING 5617393 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1030- 924 PLI PER PAIR
SHEAR 970- 498 ELI PER PAIR
JT TYPE PLATE SIZE X Y
A
B
C 4100 3.00 X 6.00 CTR CTR
NOTES:
i. TRUSSES MANUFACTURED BY
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG~ IS USED.
DL+LL DEFL = 0.40" IN
LL DEFL < BRG-SPAN/360
SPAN/DEFL (DL+LL) = 278
JUN ~ ~ 1999
SPAN
~0000
P1 -H1 OVERHANGS
10 10000 0
ZARING-YARDLEY C OR F-A0001907
EOB6-10-00
MARK
T14
5-06-12
2X4
D
C
UniS 39.6.2
BWTM
BS 980
~OP CEORD - CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24,0 IN.
LOAD CASE '~1
LUMBER STRESS INCREASE: 15,0%
LOADING LIVE DEAD (PSF
TOP CHD R0 0 10,O
BTM CHD 0.0 10 0
TOTAL 20.0 20,0 40,0
SUPPORT CRITERIA
MEMBR CSI P(LBS) MOIST MO2ND
TOP CEORDS
18 0
?OM CHORDS
0.25 0
WEBS
0.10 299 T 0 0
DL+LL DEFL = 0.09" IN D-B
LL DEFL ¢ BRG-SPAN/360
DL+LL HORZ = 0.34'=AT B
SPAN/DEFL iDL+LL) 839
PLATIN(
GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE~LOK CORPORATION
GRIP BASED ON SYP LUMBEE
PLATES '- 20 GAUGE TL-20
~RIPPING 561-393 PSI PER PAIR
INCLUDES 1510% INCREASE
TENSION 10307 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
C
D 4100 2,00 X 4.00 CTE CTR
NOTES: 1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICA3~ ANALOG'IS USED.
4. WIND LOADS - UBC.1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
TYPE SPA/g Pl-t~l OV~:F,ku~N~
JCA2 60000 l0 10000 0
2X4
4~0 03 D
F-A0001907
ZARING-YARDLEY C OR
HO
)8
TOP 0~16 2X
BTM 0,17 2X 4
2X 4 SP
PETITIVE MEMBER STRESS USED.
- CONTINUOUS
BTM CHORD - CONTINUOUS
D
40.0
REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN*SN
8
PLATING CONFORMS TO TPI
(GROSS AREA METHOD
VERIFY PLATE VALUES WITH
TEE~ LOK CORPORATION
GRIP BASED, ON SYP LUMBER
PLATES ~ 2~ GAUGE TL-2~
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 4000 3.00 X 4,00 cTR CTR
H
C
D 4100 2.00 X 4,00 CTE CTN
NOTES:
i TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
UBC IANSIZTPI 1-1995).
3. EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UBC, 1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
MEMBE CS]
A-D ].05
1178
97 T 0
DL~LL DEFL ~ 0.05" IN
LL DEFL < BRG-SPAN~360
SPAN/DEFL (DL+LLI = 999
SPAN Fl-H1 .OVERHANGS JOB MA~a%
60000 10 10000 0 ZARING-YARDLEY C OR F-A0001907 T16
3-01-12
2X4
TC I2-00
4-05~02
HO 6-10-01
DATE: 3-20-98
CSI SIZE LUMBER 1.15FB
0 11 2X 4 SP-~2 1720
BTM 0 14 2X 4 SP-#2 1720
CONTINUOUS
- 24.0 IN.
LUMBER 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 REACT WIDTH JT REACT WIDTH
B 61 3- 8
SLATING CONFORMS TO TPI
GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
JT TYPE PLATE SIZE X Y
A 4000 3.00 X 4,00 CTR CTR
B
C
D 4100 2.00 X 4.00 CTE CTN
1. TRUSSES MANUFACTURED BY ~
DAVIDSON INDUSTRIES .
2. kNALYSIS CONFORMS TO
3. EMPIHICAL ANALOG IS USED.
4. WIND LOADS -UBC 1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPN
MEAN ROOF HEIGHT ' 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
BOTTOM CHORDS
A-C 0.14 0 T 336
WEBS
A~D = 159
DL+LL DEFL = ~ A-C
LL DEPL < BEG-SPAN/360
SPAN/DEFL IDL+LL) = 999
1 JCA2
10715
7.25 DLEY C OR F-A000_1907
7.26
2X 4 SP~~2 1720
2X 4 SP-#2 1720
TRUSS SPACING
LOAD CASE ~1
LBS IN-SX LBS IN-SE
MEMBR CSI P(LBS) M~iST M~2ND
TOP CHORDS
D-B 0.28 62 C 280 0
BOTTOM CROEDS
A-C 0.26 0 T -539 0
WEBS
A-D 0.14 447 C 0 0
DL+LL DEFL = 0.07~' IN
LL DEFL < BRG-SPAN/360
DL+LL RORZ = 0.37' AT D
SPAN/DEFL {DL+LL} = 796
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 i030- 924 PLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE E Y
A 4000 3.00 X 4.00 CTR CTE
E
C
D 4100 2.00 X 4.00 CTE CTH
NOTES: 1, TRUSSES MANUFACTURED BY
DAVIDSON INDUSTRIES
2. A/~ALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED.
~. WIND LOADS - UBC.1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEAN ROOF HEIGHT ~ 25'
EXPOSURE CATEGORY * C
OCCUPA~NCY CATEGOEY - i
5. UNBALANCED LOADS CHECKED
UNELN LD FAC = 1,00, 0.00 .
6. BUILDING DESIGNEE IS
RESPONSIBLE FOR ADEQUATE
DESIGN OF TRUSS TO ERG
PLATE CONNECTION WHICH
ALLOWS 0.37 INCHES OF
BORZ. MOVEMENT AT JOINT B
7. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 156 LBS.
8. FASTEN TRUSS TO BRG B
FOR 97 LBS OF UPLIFT,
WHILE PERMITTING NO UPWAH£
MOVEMENT OF WALL OR BEG.
9. FASTEN TRUSS TO BEG C
FOR k12 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG,
~ b ~4_N £'IP~: ~ p~-k~ r.~
I JCA2 10715 7.25
3-05-04
TC
BC
39.6.2
~UN DATE: 3
CSI SIZE LUMBER 1,15FB
TOP 0 09 2X 4 SP-#2 1720
BTM 0 11 2X 4 SP-#2 ~720
WBS 0.05 2X 4 SP-#3 980
REPETITIVE MEMBER STRESS USED.
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD ~ CONTINUOUS
20.0 40,0
SUPPORT CRITERIA
REACT WIDTH JT REACT WIDTH
LBS IN~SX LBS IN-SX
83 3- 8 B 55 3- B
PLATING CONFORMS TO TPI
(GROSS AREA .METHOD)
VERIFY PLATE VALUES WITH
TEE-LOS 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- 49? PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 4000 3.00 X 4.00 CTR CTR
B
NOTES:
1. TRUSSES M/~NUFACTURED BY
DAVIDSON INDUSTRIES
2 A/gALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED.
4 WIND LOADS ~ UBC,1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEEE - 80 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY -
5. UNBALANCED LOADS CHECKED
(UNBLN LD F~C = 1.00,
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 103 LBS.
7. FASTEN TRUSS TO BRG B
FOR 65 LBS OF UPLIFT,
WHILE PERMITTING NO UPWAED
MOVEMENT OF WALL OR BRG.
MEMBR liLBS) M@iST M~2ND
TOP CHORDS
0.09 39 C 757 0
BOTTOM CHORDS
WEBS
A~D 0.05 77 C 0 0
DL%LL DEFL = 0.00" IN D-B
LL DEFL < BRG-SPA~N/360
sPAN/DEFL {DL+LL)~ 999
JUN Z 5 1999
BO 6-07
B
5-06-07
TC
3X6=
A
C
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
PLA
{GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LOK COR~ORAT10N
JT TY Y
A 2002 3 1.5
NOTES:
1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
UBC (kNSI/TPI 1-1995).
34 EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UBC,i988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
LEFT RIGHT
HEEL lin - 14SX
,BOTTOM CHORDS
A-C 0.26 0 T ~1338 0
WEBS
SPAN/DEFL (DL+LL) = 391
QU~ TYPE SPAN P1-H1
JCA2 60000 10
OVERF~/~NGS
o
DG 8~02-00
HO 6-07
9~06-07
ZARING-YARDLEY C OR F-A0001907
6-00-00
T20
UniStar -- Version 39.6.2
RUN DATE: 3-20-98
TOP
BTM 0.2E
WDG~A
EPETITIVE MEMBER STRESS USED.
CONTINUOUS
LOAD
TOP CHD 20.0
BTM cND 0.0
TOTAL
SUPPORT CRITERIA
~EACT
20 0 40.0
(GROSS ~EA METHOD)
VERIFY PLATE VALUES WITH
.TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER '
PLATES - 20 GAUGE TL-20
GRIPPING 561-393 pSI PER PAIR
INCLUDBS 15.0% INCREASE
tENSION 103C- 924 PLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2002 3.00 X 6.00 2.0 1,5
B
NOTES:
1. TRUSSES ML~NUFACTURED BY -
DAVIDSON INDUSTRIES
2.. ANALYEIS CONFORMS TO
LEFT RIGHT
HEEL liN - 14SX
P(LBS} M@iST M@2ND
TOP CHORDS
0.41 92 C -524 0
BOTTOM CHORDS
DL+LL DEFL = 0.18" IN A-B
LL DEFL = 0.02" c BRG-SPAN/360
SPAN/DEFL (DL+LLI = 391
5-06-00
A
22-¸
SI SIZE LUMBER FB
TOP 0.72 2X 8 S~-~2 1200
LUMBER STRESS INCREASE:
PLATING CONFORMS TO TPI
[GRbSS AREA METNOD)
VERIFY PSATE VALqES WITH
TEE-LOK CORPORATION
GRIP ~ASEb DN STP LUMBER '
NOTES:
1. TRUSSES MB~NUFACTURED BT -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USEE.
- CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN.
LOADING LIVE DEAD (PSF)
TOP'CED 20 0 10.0
BTM CHD 0.0 10.0
TOTAL 20.0 2].0 40.0
EXCEPTIONS:
LINEAR VARIATION
26.0
X
M~2ND
0
DL+LL DEFL = 0,23" IN ArB
LL DEFL [ BRG-SPAN/360
SPAN/DEFL IDL+LLI ~ 508
6000a
-H1 OVERHANGS
10 10000 0
DG 6-00-09
HC 6-07
3x6~
HO 5-06-07
UniStar -- Version 39.6.2
RUN DATE:
1720
4 BP-#2 1720
2X 4 SP-~2
USED.
TOP CHORD - CONTINUOUS
BTM CHORD * CONTINUOUS
TRUSS SPACING - 24.0 IN,
LOAD CASE ~1
LUMBER STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 10.0
BTM CHD 0.0 I0 0
P~TING CONFORMS TO TPI
{GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
RIP BASED ON SYP LUMBER
LATES - 20 GAUGE TL-2O
GRIPPING 561-~93 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1030- 924 PLI PER PAIR
SHEAR 970- 499 PLI PER PAIR
JT TYPE PLATE SIZE
A 2002 3.00 X 6.00 2.X0 1~5
B
C
NOTES: 1 .TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TC
UBC (~SI/TPI 1-1995).
3. EMPIEICAL ~dgALOG IS USED. '
4. WIND LOADS - UBC,1988 EDITE
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEAN ROOF SEIGHT - 25
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY -
5 UNBALANCED LOADS CBBCKED
· UNBLN LD FAC = 1.00, 0.0t
6. ANCBOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 141 LBS.
7. FASTHN TKUBE TO BEG B
FOE ~6 LBS OF UPLIFT.
WHILE PERMITTING NO UPWAED
MOVEMENT OF WALL OR BEG,
RIGHT
JUN 2 ~, 1999
......... ,1 -Hr OVERHANGS- ~J6~ MARK
10 10000 0 ZARING-yARDLEY C OR F-A0001907 T23
R
HO 5-06-06
20-90
SIZE LUMBER 1.15FB
2X 4 SP-~2 172{
BTM 0.14 2X 4 SP-~2 1720
WDG~A 2X 4 SP-~2
PAL BRACING:.
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN.
LOAD CASE ~1
LUMBER STRESS INCREASE: 15.0~
LOADING LIVE DEAD (PSF)
TOP CHD 20 0 10.0
BTM CHD 0.0 lO,0
TOTAL 20.0 20 0 40 0
SUPPORT CRITERIA
JT TYPE HORZ VERT WIDTH
LBS IN-BX
A 209 3- 8
B HORZ RLR 89 3- 8
C HORZ RLR 53 3- 8
LEFT RIGHT
14SX
CSI P(LB$ M~IST M@2ND
TOP CHORDS
).13 42 C 30 0
BOTTOM CHORDS
0.14 0 T 139 0
WEBS
LL DEFL = 0.00" < BRG-SPAN/360
SPAN/DEFL IDL+LL) ~ 999
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER
PLATES - 2¢ GAUGE TL~20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15.0% I~CREABE
TENSION 1030- 924 PLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE
A 2002
B
C
PLATE SIZE X Y
3.00 X 6.00 2.0 1.5
NOTES:
1 tRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
UBC IANSI/TPI 1-1995
3. EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UBC~1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORC5 RES SYSTEM
WIND SPEED - -80 MPH
MEAN ROOF HEIGHT - 25
EXPOSURE CATEGORY - C
DCCUPANCY CATEGORY - 1
5. UNBALANCED LOADS CHECKED
JUN ~ S 199~]
P1 -HI OVERHA/~GS
50000 lO 10000 0
MARK
;-YARDLEY C OR F
1-06-02 A
HO 5-06-05
TC 12-00 1-02-01
4-09-15
6-00-00 --
ers 2
SIZE LUMBER 1.15FB
BP-#2 1720
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
ING - 24.0 IN.
'ABE #1
E: 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 TRITERIA
BOEZ VERT WIDTH
LBS IN~SX
128 3- 8
C EORZ RLR
CONDITION(S) (DIM. GIVEN TO
OF BEARING
INSET NOTES
4.0 IN 2X 6 WEDGE
LEFT RIGHT
HEEL lIN - 14EX
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEH-LOK CORPORATION
GRIP BASED ON SYP LUMBER
PLATES - 20 GAUGE TL-20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 1S.0% INCREASE
NOTES: 1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UBC,1908 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 M~H
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
5. UNBALANCED LOADS CHECKED
UNBLN LD FAC= 1 00, 0.00).
LL DEFL < BEG-SPAN/360
SPAN/DEFL {DL4LL) = 999
JUN ~ ~ 1999
I OVERHANGS
JCA2 10900 8 10000 ZARING-YARDLEY
DG 6-06-00 HO 1-06-07
HO 4-07
3-10-05
A
niStar ~- Version 39.6.2
RUN DATE: 3-20-98
CSI SIZE LUMBER 1.15FB
TOP 0.25' 2X 4 SP-~2 1720
~TM 0.29 2X 4 BP-~2 1720
REPETITIVE MEMBER STRESS USED.
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN.
SUPPORT CRITERIA
WIDTH JT REACT WIDTH
IN~SX LBS IN-SR
B 120 3- 8
RIGHT
PLATING CONFORMS TO TPI
GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LOB CORPORATION
GRI~ BASED ON SYP LUMBER
JT TYPE PLATE SIZE X Y
A 2001 2.00 X 4.00 4.6 2.7
B
C
NOTES:
t. TRUSSES MANUFACTUREE BY
DAVID~ON INDUSTRIES
2. ANALYSIS CONFORMS TC
UBC ANSI/TPI 1-1995).
3. EMPIRICAL A/~ALOG IS USED
4. WIND LOADS - UBC,1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPR
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 k TOTAL
HORIZONTAL LOAD OF 146 LBS
7. FASTEN TRUSS TO BRG B
FOR 86 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
8. FASTEN TRUSS TO BRG C
FOR 81 LBS OF UPLIFT,
~SILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
CSI P(LBS) M@iST M@2ND
TOP CHORDS
6.25 61 C -1054 0
BOTTOM CHORDS
C 0.29
SPAN P1 -H1 OVERHANGS
8 10000 0
DG 3-06-00
H£ 4-07
2-02-05
MARK
ZARING-YARDLEY C OR F-A0001907 T26
NO 1-06 -07
2x4~
)C
39.6.2
RUN DATE: 3-20-98
CSI SIZR LUMBER 1.15PB
TOP 0.07 2X 4 SP~#2 1720
BTM 0 06 2X 4 SP*~2~ 1720
REPETITIVE, MEMBER STRESS USED
LATERAL BRACING:
TOP CHOR~ - CONTINUOUS
BTM CHORD " CONTINUOUS~
TRUSS SPACING - 24.0 IN.
LOAD CASB ~1
LUMBER STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0
BTM CND 0.0
TOTAL 0.0
SUPPORT CRITERIA
jT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
A 161 3- 8 B 63 3- 8
C 37 3- 8
LEFT RIGHT
HEEL 0IN - 4SX
P(LBS) M@IST M@2ND
TOP CHORDS
32 C -131 0
T -292 0
WEBS
(DL+LL) = 999
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LOR CORPORATION
GRIP BASED ON SYP LUMBER
PLATES - 20 GAUGE T~-20
GEIPPING 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 2.00 X 4.00 4.6 2 ?
C
NOTES:
1. TRUSSES MANUFACTURED BY
DAVIDSON INDUSTRIES
2 ANALYSIS CONFORMS TO
USC (ANSI/TPI 1-1995 .
3 EMPIRICAL ANALOG IS USED.
4 WIN~ LOAD~ - USC, [988 EDITN
TRUSS IS DESIGNED AS
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
ME~dg ROOF EEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
UNBALANCED LOADS CHECKED
(UNBLN LD FAC = 1.00-
QUltN TYP OVERHANGS
7 MONO 160200 7.25 10000 0
DG
HO 4-05
ZARING~yARDLEY C OR
F
MARK
F-A000!907 T28
Star -- Version 39.6 2
SIZE LUMBER 1,15FB
TOP 0,33 2X 4 SP-~2 1720
RBBBTITIVE MEMBER STRESS USED.
LATERAL BRACING
TOP CHORD ~ CONTINUOUS
BTM CNORD - CONTINUOUS
ONE BRACE - F-C C-B
- 24.0 IN.
LUMBER STRESS INCREASE: 15.0%
LOADING LIVE DEAD {PSF)
TOP CHD 20.0 10.0
BTM CED 0.0 10,0
TOTAL 20.0 20.0 40.0
A
HORZ VERT WIDTH
BIN
0 646 3 - 8
LEFT RIGHT
HEEL 0IN - 4SX
IMBE CSI P(LBS) M@IST M@2ND
TOP CHORDS
B 0.30 802 C 436 -1747
F 0.33 614 C 1747 -1975
MEMBE CSI 9(LBS) M41ST M~ND
F-C = 574 C
DL~LL DEFL = 0.10' IN A-D
LL DEFL - 0.01'" · BEG-SPAN/360
SPAN/DEFL (DL*LL) = 999
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP RASED 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 P~I PER PAIR
JT TYPE PLATE SIZE X Y
A 2001 3 00 X 4.00 4.7 3.0
B 4200 2,00 X 4 Oo CTR CT4
C ~010 4 00 X 6 00 ~TE CTB
D 1010 4.00 X 4.00 CTR CTR
E 1102 5 00 X 6 00 CTR 3.0
F 1D10 4. )C X 6.00 2TR CTE
NOTES:
1 TRUSSES Fd~NUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED
4. WIND LOADS - UBC, i~B8 EDITH
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
FABRICATOR MOTBS:
ALL CONTINUOUS LATERAL
BRACES MUST BE RESTRAINED
TO PREVENT LATERAL MOVEMENT
OF THE BRACE IF ALL BRACED
MEMBERS BUCKLE IN THE SAME
44~ T ~UN 2 ~
2 sczs 9o8oo zoooo oooo Zm ZNG-Ym DL ¥ c OR F- 000 0
HO 4-13 HO 4-13
MARK
T29
2X4~
5
)9.6.2
CSI ' SIZE LUMBER l~15FB
TOP 0.25 2X 4 SP"#2 i720
BTM 0 56 2X 4 SP-~ ~720
WBS 0.43 2X 4 SP-~3 980
REPETITIVE
TOP CHORD - CONTINUOUS
BTM CHORD -
MAX DIST FOR TEE FOLLOWING
LUMBER STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CBD 20 0 10.0
BTM CHD 0.0 10 0
TOTAL 20 0 20,0 40 0
SUPPORT CHITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN"SX
DL+LL DEFL ~ 0~21" IN D-C
LL DEFL 0.}7" G-SP /3 0
SPAN/DEFL (D +LL) 999
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 S61-393 PSI PER PAIR
INCLUDES 15~0~ INCREASE
TENSION FLI PER PAIR
SHEAR
JT TYPE
B 3001
C 2101 0
D 6070 6,)0 X 7.00 .TR 3.
E 1001 2.0C X 4 00 CTR CTR
F 1001 2.0~ X 4 00 CTR CTR
1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2, ANALYSIS CONFORMS TO
UBC (ANSItTPI 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 ~ ~0 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 392 LBS.
7. FASTEN TRUSS TC BEG A
FOR 123 LBS OF UPLIFT.
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BHG.
8. FASTEN TRUSS TO BRG C
FOR 123 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG,
HEEL 0IN - 4SX
MEMBE CSI P LBS) M~IST M~2ND
TOP CHORDS
1620 C 1118 -1171
1195 C 1191 -1013
24 1195 C 1013 -1171
!5 1620 C 1171 ~118
BOTTOM CHORDS
-D 0.56 1345 T 17~3 -1190
D-C 0,56 1345 T 1190 -1783
-" JUN
)800 10 0 0 ~ C OR F-AG
DG 13-00-11 B DG 13-00-11
HC 4~13 HO 4-13
F
TC
B2
9-10-00 9-10-00
9-10-00 9-10-00
19-08-00
3x6-.~
C
Car -- Version 89.6.2
TOP CHORD - CONTINUOUS
BTM CHORD -
MAX DIST FOR THE FOLLOWING
MEMBERS IS 110 IN~
A-D
MAX DIST FOR ALL OTHER
MEMBERS IS 120 IN.
TRUSS SPACING - 24.0 IN
LOAD CASE #1
LUMBER STRESS INCREASE: 15.0%
LOADING LIVE DEAD {PSF)
TOP CHD 20.0 10,0
BTM CHD ~.0 10,0
TOTAL 20,0 20~0 40.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-S~
PL~ITING 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 SIZE
A 2101 3.00 X 6.00
B 3001 5 00 X 6.00 CTR 2.1
C 2111 3.00 X 6.00 5.0 2.0
D 6070 6 00 X 7 00 CTR 3.8
E 1001 2.00 X 4,00 CTR CTR
F 1001 2.00 X 4.00 CTR CTR
NOTES
DAVIDSON INDUSTRIES
2. A/qALYSIS ~ONFORMS TO
3 EMPIRICAL ANALOG ~S USED
4. WIND LOADS - UBC.1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEAN ROOF HEIGHT - 25
EXPOSURE CATEGORY - C
5 UNBALANCED LOADS CHECKED
(UNBLN LD FAC ~ !~00, 0.00
6. kNCHOR TRUSS FOE A TOTAL
HOHIEONTAL LOAD OF 353 LBS.
7. FASTEN TRUSS TO BEG A
FOR 109 LBS OF UPLIFT,
~HILE PERMITTING NO UPWARD
~OVEMENT OF WALL OR BEG.
8 FASTEN TRUSS TO BEG C
FOR 109 LBS OF UPLIFT,
WHILE PERMITTING NO UPWAR5
MOVEMENT OF WALL OH BEG.
LEFT RIGHT
- 4SX 0IN * 4SX
BS) M~iST M~2N6
TOP CHORDS
A-E 0.25 1622 C 1120 -1171
E~B 0.24 1197 C 1171 -1014
B-F 0,24 1197 C 1014 -1171
F-C 0,29 1621 ~ 1171 -1120
BOTTOM CHORDS
A-D 0.56 1348 T 1783 ~1190
352 C D-B = 1244 T
352 C
DL+LL DEFL = 0.21" IN D-C
LL DEFL = 0.07" < BEG-SPAN/360
SPAN/DEFL (DL+LL) = 999
0000 7.25 10000 10000 )R F-A0001907 T32
K T1
B C
4x6
A
6x7
E
DG 19-07-04
190 4-07
4x6~ 12
8
3L 4x6=
D
tar ~- Version 39 6.2
MHMBR CSI P(LBS) NOTES:
WEBS
UN DATE: 3-23-98
CSI SIZE LUMBER 1.15FB
2X 4 BP-#2 1720
2X 4 SP-#2 1720
2X 4 SP-#2 1720'
EXCEPTIONS:
L-J '2X 4 SP-#3 980
S-O SAME AS L-J
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
ONE BRACE - K-I
CASE ~1
LUMBER STRESS INCREASE: 15.0%
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
LBS IN~SX LBS IN-EX
A 859 3- 8 D 943 3- 8
E 2004 3- ~
MEMRR CSI P(LBS) M~IST M~2ND
TOP CEOHDS
A-L 0,32 1102 C 500 -1887
L~E 0,32 909 C 1867 -1571
K-B 0.26 328 C 1571 -t369
B-M 0.71 330 T -457 1051
M-C 0.71 334 T -1051 795
C-N 0.43 456 C 2579 -1245
N-O 0.33 999 C 1245 -1925
0.33 1178 C 1925 -681
BOTTOM CHORDS
.44 952 T 359 -1507
J-I 0 37 613 T 1507 -760
I-F 0.29 279 T 760 -1204
E-H 0.32 397 T 0 -1458
R-G 0.38 651 T 1458 -1286
G-D 0.41 989 T 1286 -533
TRUSSES MANUFACTURED BY -
E-F 0.33 1E32 C
L-J = 295 C J-K = 446 T
PLATING CONFORMS TO T~
iGROSS AREA METHOD}
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATIQN
GRIP BASED ON SYP LUMBER
PLATES - 20 GAUGE TL-20
3RIPPING 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 4.00 X 6.00 5 I 3.3
B 5150 5.00 X 8.00 2.2 2.1
C 5150 5,00 X10.00 2 6 1,8
D 2001 4 00 X 6.00 4.7 3.1
E 4010 6.00 X 7.00 CTR CTR
F 8010 6 00 X 7.00 CTR CTR
G 1110 5.00 X 8.00 CTR 3.0
H 1050 4 00 X 6.00 2,5 CTR
1030 ~.00 X 6.00 CTB CTR
3 1110 5.00 X 8.00 ~ ~TR 3.0
L CTR CTR
M 1001 2 CTR CTR
N 1010 4 CTR CTR
O 1102 5
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UBC,1988 EDITH
TBUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPB
ME~ ROOF HEIGHT - 25'
EXPOSURE CATEGORY ~ C
OCCUPANCY CATEGORY - 1
5. UNBALANCED LOADS CHECKED
(UNBLN LI FAC ~ 1.00. 0.00) .
6. PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS.
U. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 121 LBS.
9, PROVIDE DRAINAGE TO
PREVENT WATER PONDING.
9. FASTEN TRUSS TO BRG A
FOR 256 LBS OF UPLIFT
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR ERG.
10. FASTEE TRUSS TO BRG D
FOR 302 LBS OF UPLIFT.
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG,
11, FASTB~ TRUSS TO BRG E
FOR 231 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG
FABRICATOR NOTES:
1.ALL CONTINUOUS LATERAL
BRACES MUST BB RESTRAINED
TO PREVENT LATERAL MOVEMENT
DF THE BRACE IF ALL BRACED
MEMBERS BUCKLE IN THE SAMS
DIRECTION SEE HIB-91
SUMMARY SHEET FRAME 4
(ORANGE SHEET) OR BUILDING
DESIGNER REQUIREMENTS.
TYPE SPAN OVERHANGS
SP 460000 7.25 10000 0
DG 22' 93-10
HO 4-06
7,25
L
5xl0=
C
J
E
F
6x7
18-11-02
22-00-08
8-05-03
G
18-07-11
4x6~
UniStar -- Version 39.6.2
RUN DATE: 3-23-98
CSI SIZE LUMBER 1.18FB
TOP '0~46 2X 4 SP-~2 1720
BTM 0.55 2X 4 SP-~2 1720
WBS 0.77 2X 4 ~ 2 172)
EXCEPTIONS
L-J 980
G-O SAME AS L-J
REPETITIVE MEMBER STRESS USED
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
6NE BRACE - R-I B-F F-~
TWO
TRUSS SPACING ~ IN.
LOAD CASE ~1
LUMBER STRESS INCREASE:
LOADING LIVE DEAD (PSP)
TOP CND 20.0 10.0
0
BTM CED 0.0
TOTAL 20.0 0 40.0
SUPPORT CRITi
JT TYPE ~IDTH
MEMBR CSI P(LBS) M®iST M~2ND
2 0.32 311 -248 762
36 353 T -731 1726
44 914 C 2162 -2578
44 1124 C 2578 -694
BOTTOM CHORDS
A-J 0.55 896 T 242 -2238
J-I 0.47 490 T 2238 -889
MEMBR CSI P(LES} M@iST M~2ND
I-F 0.30 142 T 675 1326
E-H 0.24 232 T O -1168
H-G 8.46 586 T 1168 -2054
G-D C~53 947 T 2054 -388
E-F 0 37 1158 C
0 2157
5-J = 349 C J-K = 532 T
E-I = 653 C I-B = 611 T
B-F = 838 C P-M = 309 C
DL+LL DEFL = 0120" IN A-J
LL DEFL = 0,03" < BRG-SPAN~360
8PAN/DEFL (DL~LL) = 999
PLATING CONFORMS TO TPI
(GROSS AREA METHOD,
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER
JT TYPE PLATE SIZE X Y
A 2001 4.00 X 6.00 5,1 3.3
B 8150 5.00 X 8.00 2.2
C 5150 5 00 X10 O0 2.6 1.8
D 2001 4,00 X 6.00 4,7 3.1
E 4010 6 00 X 7 00 CTE CTR
F 8010 6.00 X ~.00 CTR CTR
G lllO 5 O0 X S,0O CTR 3-0
H 1050 5 00 X 6 O0 CTR CTR
I 1030 4.00 X 6 00 3.5 CTR
J 1110 5.00 X 8.00 CTR 3~0
K 1110 5.00 X 8 00 CTR 3.0
L 1001 2.00 X 4.00 CTR CTR
M 1001 3.00 X 6.00 CTR CTR
N 1110 6.00 X 7,00 CTR CTR
0 100t 2.00 X 4.00 CTR CTR
NOTES:
t. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2 ANALYSIS CONFORMS TO
UBC (ANSI/TPI t-1995
SMPIBICAL ARALOG IS USED..
4 WIND LOADS - UBC,1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANCY CATEGORY - 1
5 UNBALANCED LOADS CSECKEE
(UNBLN LD FAC = 1.00. 0.00).
S, PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS.
7. A/~CHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 110 LBS.
8. PROVIDE DRAINAGE TO
PREVENT WATER FUNDING.
9. FASTEN TRUSS TO BRG A
FOR 239 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
10. FASTEN TRUSS TO BEG £
FOR 269 L~ OF UPLIFT
WHILE PERMITTING NC UPWARD
MOVEMENT OF WALL OR ERG.
11. FASTEN TRUSS TO SRG E
FOR 284 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BEG
FABRICATOR NOTES:
1.ALL CONTINUOUS LATERAL
BRACES MUST BE RESTRAINED
TO PREVENT LATERAL MOVEMENT
OF THE BRACE I5 ALL BRACEI
MEMBERS BUCELE iN TEE SAME
DIRECTION. SEE BIB-91
SUMMARY SHEET FRAME 4
(ORANGE SHEET) ~R BUILDING
DESIGNER REQUIREMENTS.
~E PJ~G S ~
0 7.25___10000 0 ZARING YARDLEY C __OR F-A0001907
UG 22-07-05
C HO 4-07
3U 6x7~ 12
N
6
J H B2L G
.1-02 6-05-03
22-00-08
BRG-SPAN 360
PLATING CONFORMS TO TPI
(GROSS AREA METHOD
TEE-LOK CORPORATION
GEIP BASED ON SYP LUMBER
PLATES - 20 GAUGE TL-20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15 0% INCREASE
NTINUOUS SHEAR 970- 498 PLI PER PAIR
CHORD - CONTINUOUS
I ~ H-I B-F P-M JT TYPE RLATE SIZE X Y
{-C E~N A 2001 6.00 X 6.00 5.1 3.3
B 5150 5,00 X 8.00 2,2 2.L
C 5150 5 00 Xl0 00 2.6 1.8
D 2001 4.00 X 6 00 4.~ 3.1
R 4010 6 00 X 7 00 CTR CTR
0% F 8010 6.00 X 7,00 CTR CTR
G 1110 5.00 X 8.00 CTR 3,0
H 1050 5 00 X 6.00 CTR CTR
I 1030 4 00 X 6 00 3.5 CTR
~ J 1110 5 00 K 8 00 CTR 3.0
iRITRRIA K 1110 5.00 X 8,00 CTR 3.0
CTR CTR
CTR
· CTR
JUN ~.
NOTES:
i. TRUSSES MANUFACTURE5 BY -
DAVIDSON INDUSTHIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED·
4. WIND LOADS - UBC.1968 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEEE - 80 MPH
MEAN ROOF SBIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPA/gCY 2ATEOORY - 1
5. UNBALANCED LOADS CHECKED
(UNBLN LD FAC = 1.00, 0.00).
6. PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS.
7. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 110 LBS.
6. PROVIDE DRAINAGE TO
PREVENT WATER RONDING.
9. FASTEN TRUSS TO BEG A
FOR 239 LBS OF UPLIFT.
WHILE PERMITTING NO UPWARD
MOVEMENT OF HALL OR BRG
10. FASTEN TRUSS TO BEG 5
FOR 269 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
lk FASTEN TRUSS TO BRG E
FOR 284 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG
FABRICATOR NOTES:
I.FOR CAP TRUSS DESIGN SEE
DRAWING(S) CA~ ·
2.APPLY 2X4 RU-~L-~_~_" o.c.
ON TOP OF BASE TRU~. NAIL
TO BASE TRUSS WITH (2 16d
NAILS EACH, TOE-NAIL CAP
TRUSS TO EACH PURLIN WITH
(3) 10d NAILS. INSTALL
CONTINUOUS DIAGONAL BRACING
AT 45 DEG. TO BOTTOM OF
BASE TRUSS FLAT TOP CHORD
IN CAP AREA
3,ALL CONTINUOUS LATERAL
BRACES MUST BE RESTRAINED
TO PREVENT LATERAL MOVEMENT
OF TEE BRACE IF ALL BRACED
MEMBERS BUCKLE IN THE SAME
DIRECTION. SEE HIB-91
SUMMARY SHEET FRAME 4
'ORANGE SHEET) OR BUILDING
DESIGNER REQUIREMENTS
'1 OVERF. ANGS MARK
0 0 : OR F-A0001907 CAP1
,DG 2~05-01
DG 2-06-15 HO 4-07
HO 4-06
C
2-00-06 3-08 -04 1-11-111-09'15 ~8-03
UniStar -- Version 39,6.2
23-98
;SI SIZE LUMBER 1.15FB
TOP 0 09 2x 4 SP-#2 1720
BTM 0 03 2X 4 SP-~2 1720
WBS 3.02 2X 4 GP-#3 980
REPETITIVE MEMBER STRESS USED~
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
TRGSS SPACING - 24~0 IN.
LOAD CASE #1
LUMBER STRESS INCREASE: 15 0%
LOADING LIVE DEAD (PSF)
TOP CED 20 0 10 O
BTM CWD 0.0 10,0
TOTAL 20.0 A 20.0 40.0
JNTS A & C
HEEL
RIGHT
- 4SX 0IN - 4SX
MEMBR CSI P(LBS) M~IST M®2ND
TOP CHORDS
E-A 0.04 14 T 0 -195
A-G 0.03 32 C 114 -204
D-B 0.03
B-C 0.03
132 C E-H 126 C
SPAN/DEFL (DL+LL)= 999
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEB-LOK CORPORATION
GRIP BASED ON GYP 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' 2013 2.00 X 4.00 4,8 2,4
B 1001 2.00 X 4.00 CTR CTR
C 2001 2 00 X 4.00 4.6 2,7
D 1001 2.00 X 4.00 CTR CTR
E
F
G 5101 4,~0 X 4.0G CTR CTR
H 5~01 4.90 X 4.00 CTR CTR
NOTES:
1, TRUSSES M~NUFACTURED BY ~
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UEC,1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND S~EED - 80 MPH
ME~,N ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
OCCUPANC~ CATEGORY - 1 .
5. UNBALANCED LOADS CHECKED
UNBLN LD FAC ~ 1.00, 0.00),
6. PROVIDE DRAINAGE TO
PREVENT WATER PONDING
FASTEN TRUSS TO BRG A
FOR 53 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR ERG.
8. FASTEN TRUSS TO BRG C
FOR 55 LBS OF UPLIFT.
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OH BRG.
FABRICATOR NOTES:
1.FOR BASE TRUSS DESIGN SEE
2.APPLY 2X4 PURLINS ~" o.c.
ON TOP OF BASE TRUSS. NAIL
TO BASE TRUSS WITH (2) 16d
NAILS EACH. TOE-NAIL CAP
TRUSS TO EACH PURLIN WITH
(3} 10d NAILS. INSTALL
CONTINUOUS DIAGON;tL BRACING
AT 45 DEG. TO BOTTOM OF
BASE TRUSS FLAT TOP CHORD
IN CAP AREA.
JUN
4x6=
7.25
OVERHANGS
10000 0
T
12 5x8~
K
F
6x7 '
5x10=
6~
DG 22-07-05
HO 4-07
4x6=
D
Version 39.6.2 DL+LL DEFL - 0 20" IN A-J
~UN DATE: 3-23-98 LL DRFL = 0.03" ~ BRG-SPAN/360
SPAN/DEPL IDL+LL) = 999
CSI SIZE LUMBER 1.15FB
TOP 0.46 ' 2X 4 SP-~2 1720 PLATING CONFORMS TO TPI
BTM 0 55 2X 4 SP-~2 1720 (GROSS AREA METNOD)
WBS 0.77 2X 4 SP-~2 1720 VERIFY PLATE VALUES WITH
EXCEPTIONS: ' - ,. TEE~LOK CORPORATION
L-J 2k 4 BP-#3 980 GRIP BASED ON SYP LUMBER '
G-O SAME AS L-J PLATES - 20 GAUGE TL-20
REPETITI;E MEMBER STRESS USED. GRIPPING 561-393 PSI PER FAIR
INCLUDES 15 02 INCREASE
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
= 532 T
K-I = = 611 T
B-F = 838 C = 309 C
E-C = 922 C = 645 T
H-N = 605 C N-B = 510 T
G-O = 333 C
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 5 1 3,3
B 5150 5 O0 X
C 5150 5 00 X10,00 2,6 1.8
D 2001 4 00 X 6 00 4.7 3,1
E 4010 6 00 X 7 00 CTR CTB
F 8010 6,00 X 7 00 CTR CTR
G 1110 5.00 X 8,00 CTR 3.0
H 1050 5,00 X 6.00 CTR CTR
I 1030 4,00 X 6 0S 3.5 CTR
J 1110 5,00 X 8.00 CTR 3.0
K 1110 5.00 X 8.00 CTR 3,0
L 1001 2,00 X 4.00 CTR CTR
M 10Gl 3,00 X 6.00 CTR CTR
N 1110 6 00 X 7,00 CTE CTR
O 1001 2 00 X 4,00 CTR CTH
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.1988 EDITN
TRUSS IS DESIGNED AS A
MAIN .WIND-FORCE RES SYSTEM
WIND SPEEE - 80 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY
OCCUPANCY CATEGORY
5. UNBALANCED LOADS CHECKED
(UNBLN LD FAC~ 1.00.
6. PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS.
7. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 110 LBS
8. PROVIDE DRAINAGE TO
PREVENT WATER PONDING.
9. FASTEN TRUSS TO BRG A
FOR 239 LBS OF UPLIFT
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BEG.
10. FASTEN TRUSS TO BEG D
FOR 269 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OH BRG.
11. FASTEN TRUSS TO BEG E
FOE 284 LBS OF UPLIFT
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
FABRICATOR NOTES
1.FOR CAP TRUSS DESIGN SEE
~N TOP OF BASE TRUSS. NAIL
TO BASE TRUSS WITB (2 16d
NAILS EACH. TOE-NAIL CAP
tRUSS TO EACH PURLIN WITH
(3) I0d NAILS. INSTALL
CONTINUOUS DIAGONAL BRACINQ
AT 45 DEG. TO BOTTOM OF
BASE TRUSS FLAT TOP CHORD
IN CAP AREA.
3.ALL CONTINUOUS LATERAL
BRACES MUST BE RESTRAINED
TO PREVENT LATERAL MOVEMENT
OF THE BRACE IF ALL BRACED
12-09-09
SPAN P1-H1 OVERF~A/~GS JOB
7.25 10000 0 ZARING-YARDLEY C OR F-A0001907
DG 12-10-10 DG 22-07-06
HO 4-06 K HO 4-07
7. 25 8
2x4 %
J
MARK
T36
5C
E O
B3R
G
4x6=
18-07-12
8-10-04
4x6~
;.6.2
-23-98
CS/ 1.15FE
1720
1720
1720
EXCEPTIONS:
;TRESS INCREASE: 15.0%
20.0 20.0 40.0
JT REACT WIDTH JT REACT WIDTH
LBS IN-SX LBS IN-SX
A 543 3- 8 C 572 3- 8
O 2629 3- 8
RIGHT
QIN - 3SX
P(LBS) M@iST M~2ND
[266 C 535 -2449
757 C 2449 -1799
-520
-739
-1956
E-Q 0.48 -377
-487
0.46 853 C
BOTTOM CHORDS
A-F 0.50 ~193 T -157 -1562
F-E 0 52 106 C 716 -2116
D-O 0 13 427 C 0 -771
3 0.18 357 C 722 -1010
0.43 356 T 997 -2162
50 723 T 2162 -210
0 4013
DL+LL DBFL ~ 0.22
LL DEFL = 0.08" · BRG-SPAN/360
SPAN/DEFL (DL+LL) ~ 999
PLATING CONFOP34S TO TPI
GROSS AREA METHOD)
VERIFY PLATE VALUBS WITH
TEE~LOH 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 2101 4.00 X 6 00 9 4 3.0
B 1150 8.00 X10.00 CTR 3.5
C 2001 4 00 X 6.00 4.7
D 4010 7.00 X 8.00 3.5
E 8010 5 00 X 8.00 3.8 CTE
F 6010 · 6.00 X 7.00 CTR 3.8
G 1010 4 00 X 6 00 CTB CTR
H 1001 3,00 X 6.00 CTR CTR
I 1001 2 00 X 4 00 CTB CTR
J 1001 2.00 X 4.00 CTR CTE
K 1001 3.00 X 6.00 CTR CTE
L 1110 5.00 X 8,00 CTR 3.0
M 1110 6,00 X 7.00 CTR CTE
0 1070 8.00 X1].00 CTR 3.5
P 5110 6.00 X 7,00 2.8 i 8
Q 5150 5.08 Xl0.00 2.6 1.8
NOTES:
1. TRUSSES MANUFACTURED BY
DAVIDSON INDUSTRIES
2. A/qALYSIS 2ONFORMS TO
UBC (A/~SI/TPI 1-1995
3. EMPIRICAL ANALOG IS USED
4. WIND LOADS ~ UBC 1988 EDITN
TRUSS IS DESIGNED AS A
MAIN .NIND-FORCE RES SYSTEM
WIND'SPEED - 80 MPE
MEAN ROOF HEIGHT 25
EXPOSURE CATEGORY
OCCUPANCY CATEGORY
5. UNBALANCED LOADS CHECKED
(UNBLN LD FAC = 1.00.
6. PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS.
~. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 109 LBS.
8. PROVIDE DRAINAGE TO
PREVENT WATER PONDING.
9. FASTEN TRDSS TO BEG A
FOR 199 LBS OF UPLIFT
WHILE PERMITTING NO UPWARD
MOVEMBNT OF WALL OR BRG.
10. FASTEN TRUSS TO BRG C
FOR 259 LBS OF UPLIFT
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR ERG.
11. FASTEN TRUSS TC BEG O
FOR 407 LBS OF UPLIFT
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BEG.
FABRICATOR NOTES:
1 FOR CA8 TRUSS DESIGN SEE
ON TOP DF BASE TRU~ BAIL
TO BASE TRUSS WITH 2} 16d
NAILS EACH TOE-NAIL CAP
TRUSS TO EACH PURLIN WIT~
3) 10d NAILS. INSTALL
CONTINUOUS DIAGONAL BRACING
AT 45 DEG. TO BOTTOM OF
BASE TRUSS PLAT TOP CHORD
IN CAP AREA.
3.ALL CONTINUOUS LATERAL
JUN 2 ~ 1999
SPAN P1 -Hi OVERF~.~NGS
30503 7.25 0 0
DG 4-05-01
HO 4-06
7.25
3-07-06
4x6~
I~%RK
OR F-A000~
DG 4-01-11
HO 4-07
3-03-03
CSI SIZE LUMBER 1.15FB
TOP 0 10 2X 4 SP-~2 2720
BTM 0.00 2X 4 SP~#2 1720
WES 0.02 2X 4 SP-~3 980
REPETITIVE MEMBER STRESS USED.
LATERAL BRACING:
TOP CHORD - CONTINUOUS
CHORD - CONTINUOUS
~PACING - 24 0 IN.
LOAD CASE ~1
LUMBER STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF
TOP CHD 20.0 10 0
BTM CHD 0.0 10.0
20.0 20.0 40.0
CONTINUOUS BETWEEN JNTS A & C
LEFT RIGHT
SX 0IN - 4SX
FOP CHORDS
BOTTOM CHORDS
0.08 82 T -248 -408
0.08 82 T 408 151
WEBS
90 C
SPAN/DEFL (DL+LL] = 999
PLATING CONFORMS TO TPI
(GROSS AREA METHODi
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED ON SYP LUMBER.
PLAT'ES - 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 2013 2,00 X 4~00 4.8 2.4
B 3203 4;00 X 6.00 CTR CTR
C 2001 9,00 X 4.00 4.6 2.7
E
F
G 1001 2.00 X 4.00 CTR CTR
NOTES:
1 TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
GBC ANSI/TPI 1-1995
B, EMPIRICAL A/~ALOG IS USED.
WIND LOADS - UBC, 1988 EDITN
TRUSS IS DESIGNED 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
UNBLN LD FAC = 1.0£
6. FASTEN TRUSS TO BRG A
FOR 76 LBS OF UPLIFT,
WNILS PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG
7. FASTSN TRUSS TO ERG C
FOR 77 BBS IF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG,
FABRICATOR NOTES:
L.FOR BASE TRUSS DESIGN SEE
ON TOP OF BASE TRUSS NAIL
NAILS EACH, TOE-NAIL CAP
TRUSS TO EAC~ PURLIN WITH
5] lOd NAILS. INSTALL
CONTINUOUS DIAGONAL BRACING
AT 45 DEG. TO BOTTOM OF
BASE TRUSS FLAT TOP CHORD
IN CAP AREA.
SPAN P1 -H1 OVERHANGS ~
170500 7.25 10000 A0001907 ~
DG 20-[6-07 RS 10~08-08
5x6'
A
5
C
tar -- version 39.6.2 DL+LL DEFL = 0.40" IN D-C
LL DEFL ~ 0.16" < BRG-SPAN/360
DL+LL BORZ = 0.26" AT C
CSI SIZE LUMBER 1.15~S SPAN/DEFL (DL+LL}. ~ 528
TOP 0.43 2X 4' SP-~2 1720
BTM 0.78 2X 4 SP-#2 1720 PLATING CONFORMS TO TPI
WBS 0 66 2X 4 SP-#2 [720 GROSS AREA METHOD)
EXCEPTIONS VERIFY PLATE VALUES WITH
E-D 2X 4 SP~3 980 TEE-LOK CORPORATION
D-F S~ME AS S-D GRIP BASED ON SYP LUMBER
REPETITIVE MEMBER STRESS USED.
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
ONE BRACE -
TRUSS SPACING - 24 . 0
LOAD CASE ~1
LLUMEEK STRESS INCREASE: 18.0%
OADING LIVE DEAD (PSF)
BTOP CHD 20.0 IQ 0
TM CED 0.0 10.0
TOTAL 20,0 20.0 40.0
SUPPORT CRITERIA
JT TYPE HORZ VSRT WIDTH
PLATES - 20 SAUGE TL-20
GRIPPING 56t~393 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1030- 924 FLI PER PAIR
SMEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
2101 4,00 X 6,00 9.5 3.0
~ 4200 3.00 X 6.00 CTR CTR
C 4213 4.00 X 6.00 3.0 CTR
D 6010 6 00 X 7.00 CTR 3.8
E 1102 5,00 X 6.00 CTR 3.0
F 1010 5.00 X 8.00 CTR CTR
LEPT RIGHT
HEEL 0IN - 4SX
MEMBR CSI P(LBS) M~IST M@2ND
TOP CHORDS
A-R 0.42 2412 C 1855 ~845
E-F 0.43 1925 C 845 -2353
F-B 0.39 246 C -1081 89
BOTTOM 2HORDS
A-D 0.78 2236 T 320 -1968
JUN ~
NOTES
1~ TRUSSES ~ANUFACTURED B~ -
DAVIDSON INDUSTRIES
2. ~ALYSIS CONFORMS TO
USC (/~NSI/TPI 1-1995
3. EMPIRICAL PJ~ALOG IS USED.
4 WIND LOADS - UBC ~98E EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED ' 80 MPS
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 ~ONNECTION WHICH
ALLOWS 0.26 INCHES OF
NORZ. MOVEMENT AT JOINT C
7. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 648 LBS.
]. FASTEN TRUSS TO ERG A
FOR 134 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OB BRG.
9. FASTEN TRUSS TO BRG C
FOR 296 LBS OF UPLIFT
WHILE FERMITTING NO UPWARD
~OVEMENT DF WALL OR BRG.
FABRICATOR NOTES:
1.ALL CONTINUOUS LATERAL
BRACES MUST BE EESTRAINSD
TO pREVENT LATERAL MOVEMENT
OF THE BRACE IF ALL BRACED
MEMBERS RUCKLS IN TEE SANE
DIRECTION. SEE HIS-91
SUMMARY SHEET FRAME 4
[ORANGE SHEETI OR BUILDING
DESIGNER HEQUIREMENTS.