HomeMy WebLinkAbout05030147-Truss info P1-H1 OVERHANGS
10 0 0
DG 17-08-09
4x4
B
HO 9-00
11- 7-10
G
C
PLATE STRESS INCREASE; 15,0%
LOADING LIVE DEAD (PLF
LBS IN-
288
G-B 0.26 279 T 1288 -491
B-H 0 22 282 T 488 -1028
SPAN/DEFL {DL+LL) = 999
PLATES ARE FOR EACH PLY
PLATING CONEORMS TO TPI
(~ROSS 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
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 5 3.6
B 3001R 4.00 X 4.00 1,8 CTR
C 2002 5.00 X 6.00 1,3 2.0
D 1001 3 00 X10.00 CTR CTR
E 1070 7,00 X 8 00 CTR CTR
F 1001 3 00 X 6.00 CTR CTR
G 1050 5,00 X 6.00 CTR CTR
H 1050 4.00 X 6,00 CTR CTR
S1 1100 5,00 X 6.00 CTR 0.2
~.ALL FILLER AND BLOCKING
MEMBERS NOT A PART OF THE
STRUCTURAL ~NALYEIS TO BE
PLATED WITH 1.5" x 4"
PLATES MINIMUM,
NOTES: 1. TRUSSES MANUFACTURED BY
DAVIDSON INDUSTRIES
2, ANALYSIS CONFORMS TO
3 EMPIRICAL ANALOG IS USED.
4. WIND LOADS - UBC,1908 ED~TN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPB
~TM OHO 2 72S-~
WEBS i 4.0-~- /
/
FABRICATOR NOTES:
1,tF NOHE OF THE R~ACTIONS
SHOWN IN THE "LOAD CASE
SECTION OF THIS DRAWING ARE
NEGATIVE THE "FASTEN TRUSS
FOR UPLIFT" NOTES IH THE
"NOTES:" SECTION OF THIS
DRAWING ABE THE RESULT OF
WIND DESIGN AND MAY BE
IGNORED WHERE A CHECK OF
THE BLDG CODE ROOF TIE-DOWN
SECT DOES WOT RESULT IN THE
REQUIREMENT OF ROOF TIES,
i OVERHANGS
8 0 0
DG 20-00-11
MARINa HARTWICKE-A ZRHWL942
4x6 H
E
DG 12-00-15
HO
B
7xS~
* '2-PLY TRUSS *
CHI SIZE LUMBER 1,15FB
TOP 0 25 2X 6 SP-#i 1900
BTM 0,98 2X 8 SP-~2 1380
WBS 0~99 2X 4 SP~#3 980
MEMBR M~2ND
= '378 T
D-G = 1240
DL+LL DEFL ~ 0./9" IN
LL DEFL = 0.13" < BRG~SPAN/360
SPAlg/DEFL (DL+LL) = 999
PL4%TES ARE FOR EACH PLY
PITTING CONFORMS TO WPI
(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
NOTES: 1, TRUSSES ~Lkb~3FACTUNED BY
DAVIDSON INDUSTRIES
21 A/~ALYSIB CONFORMS TO
3. EMPIRICAL AIgALOG IS USED.
4, WIND LOADS - UBC, 1988 EDITN
TRUSS IS DESIGNED AS A
Y~IN WIND-FORCE RES SYSTEM
WIND SPEED - 8C MPH
TOP CHORD - CONTI~UJOUS INCLUDES 15*0% INCREASE
BTM CHORD - CONTINUOUS TENSION 1030- 924 PLI PER PAIR
ONE BRACE - E D ~' ~ SHEAR 970- 498 PLI PER PAIR
CASE #
LUMBER STRESS INCREASE: 15,0%
P~ATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD {PSF)
RIGHT
MEMBER FORCES - EACH FLY
MEMBR CHI F LBS) M@IST M@2ND
TOP CHORDS
F-A 0,25 3178 C 2450 1381
6. UNBALA/gCED LOADS CHECEED
(UNBLN LD FAC = 1.00, 0.~0) .
7. TIE-IN LOADS SHOWN WITHOUT
D~MAGE TO TRUSS.
8. PREVENT TRUSS ROTATION AT
JT TYPE PLATE SIZE X Y ALL BEARING LOCATIONS.
A 1001 3 00 X 6 00 CTR CTR 9. ANCHOR TRUSS FOR A TOTAL
B 3001R 4 00 X 6.00 CTR CTR MOHIZ
D 1074 S.00 X 8,00 CTR CTR 10.
E 1091 6 00 X 7 00 3 5 3 0 FASTEN TRUSSES TOGETHER
F 2002 7 00 X 8 00 2.6 3,0 10d NAILS AS EAGH LAYER IH
HO 40004111R 3~[0000 xX 6610000 CTR2"0 CTR2'5 APPLIED, STAGGERED AS FOLLOWS
00 X10.00 6.1 2.5 TOP CMD 2 12.0
FABRICATOR NOTES:
1.IF NONE OF THE REACTIONS
SHOWN IN THE "LOAD CASE ~i"
SECTION OF THIS DEAWING 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 BLDG CODE ROOF TIE-DOWN
SECT DOES NOT RESULT IN THE
TYPE SPAN P1-H1 OVERI{ANGS
4.3 320000 8 912 912
~ HARTWICKE-A ZRHWL942
DG 19-05-04
HO 4-07
16-00-00
D
4x6=
B1R
3x6~
C
on 40.0.312
00
SIZE LUMBER 1.15FB
2x 4 SF-~2 1720
SP~ 1720
SP-~3 980
SP-#2 1720
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
.4.0 IN.
20.0 40.0
CRITERIA
JT REACT WIDTH
LBS IN-SX LBS IN-SX
A 1332 3- 8 C 1332 3- 8
LEFT RIGHT
HEEL 0IN - 3SX 0IN - 3SX
MEMBR CSI P(LBS) M@iST M~2ND
TOP CHoRDs
A-F 0 81 1714 C 1448 -4374
F-B 0 81 1519 C 4374 -2526
B-G 0.81 1519 C 2526 ~4374
D D-C
G-SPAN/360
SPAN/DEFL (DL+LL) = 999
PLATING CONFORMS TO TPI
(GROSf AREA METHOD)
VERIFY. pLATE VALUES WITH · '
TEE~LOK CORPORATION
GRIP BASED ON SYP LUMBER
PLATES - 20 GAUGE TL-20
GHIFPIHG 561-393 ~I PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1030- 924 PLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
3.00 X 6.00 4.9 2,5
A 2001
B 3010 5 00 X 6,00 CTR 2,B
C 2001 3.00 X 6.00 4.9 2,5
D 1010 4.00 X 6.00 CTR CTR
H 1010 4,00 X 6.00 CTR CTR
F 1102 5.00 X 8.00 CTR 3.1
G 1102 5.00 X 8.00 CTR 3,1
Si 1100 ].00 X 6.00 2TH 0,2
NOTES: 1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED
TRUSS IS DESIGNED ~S A
MAIN WIND-FORCE RES SYSTEM
FABRICATOR NOTES:
1.IF NONE OF THE REACTIONS
SHOWN IN THE "LOAD CASH #1"
SECTION OF THIS DP. AWING ARE
NEGATIVE THE "FASTEN TRUSS
FOR UFLIFT" NOTES IN THE
"NOTES~" SECTION OF THIS
FEB 0 1 2OOl
4x6= 3X6=
16-00-00
4x6~
15-09-00
SIZE B
TOP 0,81
BTM 0.72
NBS 0.53 980
1720
REPETITIVE MEMBER STRESS USE~.
LATERAL BRACING:
TOP CHORD - CONTINUOUS
TOTAL 40.0
F(LBS) M@IST M®2ND
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 PAIN
INCLUDES 15.0% INCREASE
TENSION 1030- 924 PLI PEN PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2001 3.00 X 6.00 4.7 2,6
B 3010 5.00 X 6.00 CTR 2.2
C 2)02 5.00 X 6.00 1.9 2.1
D 1010 4.00 X 6.00 CTR CTR
B 1010 4.00 X 6.00 CTN CTR
F 1102 5 00 X 8.00 CTR 3.1
G 100I 2.00 E 4.00 CTR CTR
Si 1100 3.00 X 6.00 CTR 0.2
NOTES: 1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL /~NALOG IS USED.
4. WIND 50ADS - 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
6. ANCHOR TEUBS FOR A TOTAL
HORIZONTAL LOAD OF 108 LBS.
7. FASTEN TRUSS TO BEG A
FOR 276 LEE OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BEG
S. FASTEN TRUSS TO BEG C
FOR 256 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
FABRICATOR NOTES:
1.IF NONE OF TEE REACTIONS
SHOWN IN TEE "LOAD CASE #1"
SECTION OF THIS DP. AWING ARE
NEGATIVE THE "FASTEN TRUSS
FOE UPLIFT" NOTES £N THE
"NOTES:" SECTION OF THIS
DRAWING ARE THE RESULT OF
THE BLDG CODE ROOF TIE-DOWN
SECT DOES NOT RESULT IN THE
REQUIREMENT OF ROOF TIES.
FEB t) 1 20Ol
)6
-02-02
5x10~-
6-05-0~
31-09-00
G
DATE: 11-30-
LBS IN-SX
0 1322 3- 8
3-8
RIGHT
P M~2ND
-3812
-1907
-1794
159
-1260
-268
-1125
K-B
SPAN/DEFL {D
pLATING CONFORMS TO TP.I
(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 X Y
A 2001 3.00 X 6100 4.9 2,5
B 5101 4
C 5094 7 00 X 8,00 4.0 3.5
D 3001 4 00 X 6 00 CTR CTR
E 5094 7,00 X 8.00 4.0 3.5
F 4000 3 00 X 6 00 CTR CTR
G 4010 4 00 X 6 00 CTR CTR
H 1070 5 00 X 8.00 CTR CTR
I 1070 5.00 X10.00 CTR CTR
I 1001 2 O0 X 4.00 CTR CTR
K 1050 4 00 X 4 00 CTR CTR
S1 1100 3,00 X 6.00 CTR 0 2
FEB O ~. 2001
NOTES: 1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRICAL /tNALOG IS USED.
4 WIND LOADS - UBC, 1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
FABRICATOR NOTES:
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 WHERE A CHECK OF
THE BLDG CODE ROOF TIE-DOWN
SECT DOES NOT RESULT IN TEE
REQUIREMENT OF ROOF TIES
~'-~.ALL CONTINUOUS LATERAL
BP, ACES MUST BE RESTRAINED
TO PREVENT LATERAL MOVEMENT
OF THE BRACE IF AJ~L BRACED
SPAN P1 -H1 OVERIiANG S
310900 B 0 912 )42
SP
DG 15-05-05
NO 4-07
4x6~
2x4 IJ
5x8= G
4x6~
4-05.15 4-05-15 3-07-09
).312
11-30-0,
SIZE LUMBER T.lSFB
2X 4 SP~2 1720
2X 4 SP-~2 1720
15.0%
15,0%
LOADING
VERT WIDTH
CONFORMS TO TEl
GROSS AREA METHOD)
VERIFY pLATE VALUES HITS
TEE-LOK CORPORATION
GRIP EASED ON EYE LUMB~R
PLATES ~' 20 GAUOB TL-20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 103a~ 924 ELI PER pAIR
NOTES:
1. TRUSSES M3~NUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSES 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 SYSTE~
WIND SPEED - 80 ~PN
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 501 LBS.
7. pROVIDE DP~AINAGE TO
FEB 0 i
FANRIC~TOR NOTES:
1.IF NONE OF THE REACTIONS
SHOWN IN THE "LOAD CASE #3
SECTION OF THIS DRAWING ARS
8
-A ZRHWL942
40.0
VERT WIDTH
LBS IN-SX
PIN 0 1322 3- 8
-2822
~2673
C-D S 51 812
D-E 0 45 815
E-F 0 22 111 C 93
BOTTOM CHORDS
A-J Q.57 1529 T 1602 -1571
J-S1 0 52 1287 T 157~ 280
T -280 -4E2
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE~LOK CORPORATION
GRIP BASED ON SYP LUMBER
NOTES:
1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
FABRICATOR NOTES:
3.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 TEE 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
.ALL CONTINUOUS LATER3%L
BKACES MUST BE RESTRAINED
TO pREVENT LATERAL MOVEMENT
THE BRACE IF ALL BRACED
FEB 0 1 2~1 DIRECTION. ESE ~E-51
400~c
0
B 12
K
F~/tRTWICKE- A ZP, HWL 942
DG 9-05-10
E
4x6~
5X8~
5x6=
10xl2=
SP-#i 1650
SP-~3 850
SAME AS A-F
STRESS INCREASE: 15.0%
: 15.0%
PORT CRITERIA
TYPE HOEZ VERT WIDTH
LES LES IN-SX
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
WIND SPEED - 80 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY ~ C
OCCUPANCY CATEGORY -
S. UNBALANCED LOADS CHECKED
(UNBLN LD FAC = 1.00. 0.00).
~ TIE-IN LOADS SHOWN WITHOUT
DAMAGE TO TRUSS.
7. PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS,
8. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 334 LBS.
9. PROVIDE DMAINAGE TO
PREVENT WATER FORDING.
FABRICATOR NOTES:
1.IF NONE OF THE REACTIDNS
SHOWN IN TEE "LOAD CASE
SECTION OF THIS DP. AWING 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
TEE BLDG CODE ROOF TIE-DOWN
SECT DOES NOT RESULT IN TEE
REQUIREMENT OF ROOF TIES.
~ ALL CONTINUOUS LATERAL
BRACES MUST BE RESTRAINED
TO pREVENT LATERAL MOVEMENT
OF THE BRACE IF ALL BRACED
MEMBERS SUCKLE IN THE SD24E
DIRECTIOn. SEE HIB-91
SL~RY SHEET FPd%ME 4
AND BUILDING DESIGNER
REQUIREMENTS.
775 T
SPAN Fl-H1
MONO 60300 10 )42
OVE PJ{A/{G S JOB
912 0
5-08-09
£
3x6 I
6-00-00
UniStar -- Version 40.0,312
RUN DAT~
CPI FB
TOP 0.56 Sp-#2 1500
BTM 0 64 2X 8 SP2260MP 2250
WBS 0.15 SX 4 SP-#3 850
WDG~A 2X 4 SP-#S
BTM C
TRUSS
9 2 518.4
HORE VERT WIDTH
LEFT RIGHT.
A-C
C-B
292 C
-605
-268
PLATING CONFORMS TO TP!
(GROSS ARm METHOD)
VERIFY pLJ~TE VALUES WITE
TEE-LOK CORPORATION .
GRIP EASED ON SYF LUMPER
PLATES - 20 GAUGE TL-20
GRIPPING S61-393 PSI PER PAIR
INCLUDES 15 0% INCREASE
TENSION 1030- 924 PLI PER ~AIR
SEE~J{ 970- 498 PLI PER pAIR
JT TyPE pLATE SIZE X T
A 2002 4 00 X 6.00 3.3 2.2
B 4200 2.00 X 4.00 CTR CTR
C 4000 3.00 X 6.00 CTR CTE
FEB 0 ! 20~1
NOTES:
1, TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
EMPIRICAL ANALOG 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. END VERTICAL(S) NOT
DESIGNED FOR WIND E~POSURE.
6. FASTEN TRUSS TO BRG A
FOR 391 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BEG.
7. FASTEN TRUSS TO BRG C
FOR 371 LBS CF UPLIFT,
WSILE pERMITTING NO UPWARD
MOVEMENT OF WALL OR BEG,
COMMON GI R/DRR TYPE-
TIE-IN TRUSSES ON BTM CPD
WITH SPAN OF 23.922 ft.
F~/RRICATOR NOTES:
1.IF NONE OF THE REACTIONS
SHOWN IN THE "LOAD CASE ~1"
SECTION OF THIS DRAWING ARE
NEGATI~/E THE "FASTEN TRUSS
FOR UPLIFT" NOTES IN THE
'NOTES "SECTION OF THIS
DP~WING ~RE TEE RESULT OF
WI~D DESIGN AND MAy BE
IGNORED WHERE A CHECK OF
TEE SLDG CODE ROOF TIE-DOWN
SECT DOES NOT RESULT IN TEE
REQUIREMENT OF ROOF TIES.
P1-H1
2469
-A ZRHWL942
5-0
-01
9-07-04
-04 -
t0.0,3
FB
1650
LUMBER STRESS INqREABE: 15 0%
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
IN.
(PSF)
TOP CHD
2C.0
ALONG A-B
AT A
AT B 58.0 29.0
SUPPORT CRITERIA
JT REACT WIDTH JT P~AUT WIDTH
LBS IM-SX LES IN-EX
A ~10 3- 8 B 529 3- 8
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
~EE~LOK CORPORATIO~
BASED ON SYP LUMBER
NOTES:
1. TRUSSES ~NUFACTURED BY -
DAVIDSON INDUSTRIES
· 2. ANALYSIS CONFORMS TO
UBC {ANSI/TPI i~1995
~3. EMPIRICAL ANALOG IS USED.
FABRICATOR NOTES:
1.IF NONH OF THE REACTIONS
SHOWN IN TEE "LOAD CASE
SECTION OF THIS DP. AWING 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 NHERE A CHECK OF
THE BLDG CODE ROOF TIE-DOWN
SECT DOES NOT RESULT IN THE
REQUIREMENT OF ROOF TIES.
TOP CHORDS
A-B 0.99 52 T 0 0
BOTTOM CHORDB WEBS
FEB D 1 2iX)l
60300 10 912 ( HARTWICKE-A ZRHWL942
DG 6-01-04
5-09-09
F
4-03-13
C
1-08-03
6-00-00
.0.312
TOP 0 25 2X 4 SP-#2 1720
BT~ 0.18 '2k 4 S~ 1720
WBS 0.09 2X 4 SF-~3 980
REPETITIVE MEMBER STRESS USED
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
LOAD CASE ~1
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
TOP CF~D 20.0 10.0
BTM CHD 0 0 10.O
TOTAL 20.0 20.0 40,0
JT REACT WIDTH
LBS IN-SX
B 122 3- 8
60 3- 8
F-B 0,25
BOTTOM CHORDS
E-C 0,18 0 T -125
WESS
E-F = 351 T
M~RND
0
0
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 ~70- 498 PLI PER PAIR
JT TYPE PLATE SIZE
B
C
S
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,1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
DL+LL DEFL ~ 0,D7" IN E-C
LL DEFL < BRG-SPA/~/3B0
SFA~/DEFL (DL+LL) = 999 /
I JCA2 60300 10 912 0 ;KE-A ZRR~rL 942
HO 5-08-09
9-12
6-00-00
6-00-00
UniStar -- V 0.312
E: 11-30-00
BOTTOM CHORDS
.15 0 T 273 0
PLATING CONFORMS TO
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASHD ON SYP LUMBER
PLATES - 20 GAUGE TL-20
GRIPPING 561~393 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1030~ 924 RLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE X Y
B
C
F
NOTES: 1. TRUSSES MANUFACTURED BY
DAVIDSON INDUSTRIES
2. A~ALYSIS CONFORMS TO
F~BRICATOH NOTES:
1 IR NONE OF THE REACTIONS
SHOWN IN TEE "LOAD CASE ~1"
SECTION OF THIS DRy'WING ARE
NEGATIVE THE "FASTEN TRUSS
FOR UPLIFT" NOTES IN THE
FEB 0 1 20ffl
OVER/{ANG$ JOB MARK
1 JCA2 60300 10 912 0 ZARIIgG HARTWICKE-A ZRI{WL942 NJ3
1-11-14
E
HO 5-08-08
C
LUMBER 1 15FB
08 2X 4 BP-#2 1720
BTM 0.14 2X 4 BP-#2 1720
NBS 0.09 2X 4 EP-~3 980
REPETITIVE MEMBER STRESS USED~
LATERAL BRACING~
TOP CHORD - CONTINOOUE
BTM CHORD - CONTINq3OUS
TRUSS SPACING - 24.0 IN.
LOAD CASE ~1
LUMBER STRESS INCREASE: 15.0%
FLkTE STRESS INCREASE: 15.0%
r CRITERIA
3- 8
CSI P(LBS) M~IST M@2ND
TOP CHORDS
0.08 25 T -295 0
0
266 T
PLATING CONFORMS TO
(GROSS AREA METHOD~
VERIFY PLATE VALUES WITH
TEE-LOS CORPORATION
RIP BASED ON SYP LU~IBSR
LATES - 20 GAUGE TL-20
GRIPPING 561-393 PE~ PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1030- 924 PLI PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATS SIZE X Y
B
C
F
NOTES: 1. TRUSSES ~L~-NUFACTUEED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFOP34S TO
FABRICATOR NOTES:
1.IF NONE OF THE REACTIONS
SHOWN IN TEE "LOAD CASE ~1"
SECTION OF THIS DRAWING ~d~E
NEGATIVE THE "FASTEN TRUSS
FOR UPLIFT" NOTES IN THE
"NOTES:" SECTION OF THIS
DRAWING ARE TEE RESULT OF
FEB 0 1 28D1
i JCA2 10807
8 912 0
ZARING HARTWICKE-A
HO 1-06-01
ZRHWL942
UniStar -- VerSion 40.0.312
RUN DATE: 11-30-00
CSI SIZE LUMBER 1.15FB
TOP 0.24 2X 4 SP-~2 1720
BTM 0.27 2X 4 SP-#2
LATERAL
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 10.0
TOTA~ 20.0 20 0 40.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT wIDTH
LES IN-EX LBS IN-EX
LEFT RIGHT
HEEL 0IN - 3EX
MEMBR CSI P LBS M@IST M~2ND
TOP CHORDS
2 -997 0
CHOPDS
0.27 0 T -1662 0
WEBS
SPAN/360
/DEFL (DL.
PLATING CONFOP34S TO TPI
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED ON SYP LURER
JT TYPE PLATE SIZE X Y
A 2001 3.00 X 4.00 4.7 3,3
B
C
NOTES:
i TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. A/gALYSIS CONFOR~4S TO
3 EMPIRIC-AL ANALOG tS USED.
4. WIND LOADS - UBC, 1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
EXPOSURE CATEGORY - C
OCCUP~CY CATEGORY -
5. UNBAL~NCED LOADS CHECKED
(UNBLN LD FAC = 1.00,
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 139 LBS.
7_ FASTEN TRUSS TO BRG 8
FOR 84 LBS OF UPLIF~
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
E* FASTEN TRUSS TO BRG C
FOR 80 LBS OF UPLIFT,
WHILE PERMITTING NO UPW~D
MOVEMENT OF WALL OR ERG.
FEB 0 1 20Gq
JCA2 10807 8 )42 l~J12
2-01-04
912 0
DG 3-04-03
HO 4-07
HO 1-06-01
rsion 40.0.312
RUN DATE: 11-30-00
2X 4
BTM 0.06 2X 4 17
~IVE MBMBER STRESS USED
~ATEPu%L' BRACING:
TOP CHORD '- CONTINUOUS
BTM CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN.
LOAD CASE #1
LUMBER STRESS INCREASE: 15.0%
PLATS STRESS INCREASE:
ING LIVE F)
.0 40.0
DL+LL DEFL ~ 0.00'
DEFL < BRG-S~
RIGHT
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY pLATE VALUES WITH
TEE-LOK CORPORATION
JT TYPE PLATE SIZB X Y
A 2001 3.00 X 4.00 4.7 3.3
B
C
NOTES: 1. TRUSSES ~L~-NUFACTURED BY -
DAVIDEON INDUSTRIES
2 ~tNALYSIS CONFORMS TO
3. EMPIRICAL ANALOG IS USED.
4 WIND LOADS - UBC.I988 EDITN
FABRICATOR NOTES:
1.IF NONN 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 TEE ~tESULT OF
WIND DESIGN AND MAY BE
FEB 0 ! 2801
330102 8 0 0 -A
6X7~-
ZRHWL942
DG 19-08-12
HO 1-03-07
F C S1
E
Verslon 40.0.312 PLATING CONFORMS TO TPI
.1~30-00 (GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
CSI SIZE LUMBER 1,1SFB TEE-LOK CORPOP~TION
p 75 2X 4 SP~#2 1720 GRIP BASED ON SYP'LUMBRR
LOADING
WIDTH
PIN
H HORZ RLR O 956 3
MEMBR CSI P [ST M@2bFD
E-B -2744
-3957
NOTES:
I. TRUSSES M~UFACTUEED BY '
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
UBC (A/~SI~TPI 1-1995).
3. EMPIRICAL ANALOG IS USED,
4. RIND LOADS - UBC,1988 EDITN
TRUSS IS DESIGNED AS A
MAIN EIND-FORCE RES SYSTEM
FABRICATOR NOTES:
1 IF NONE OF T~ REACTIONS
SHOWN IN THE LOAD CASE %1"
FEB 0 ! ~
~102 8 0 ZARING HARTWICKE- A ZR/4WL942
B DG 12-10-09
) 8-04-13
11-09 -13
A
UniSEa
RUN DATE: i1-30-00
,CEI SIZE LUMBER 1.15FB
TOP 0.79 2X ~ SP-#2 1720
TRUSS SPACING - 24.0 IN.
LOAD CASE #1
-1425
-411
0 0
PLATING CONFORMS TO
(GROSS AREA METHOD)
VERIFY PLATE VALUES WITH
TEE~LOK CORPORATION
GRI~ BASED ON SYP LUMBER
PLATES - 20 GAUGE TL-20
GRIPPING 561-393 PSI PER PAIR
INCLUDES 15.04 INCREASE
TENSION 1030~ 924 P~I PER PAIR
SHEAR 970- 498 PLI PER PAIR
JT TYPE PLATE SIZE E Y
A 1091 5 S0 X10 SO 5.0 8.5
B 3010 6.00 X 7.00 CTR 1 9
~ 1001 2.00 X 4,00 CTR CTR
E 4110 -4.00 X 6.00 2,9 CTR
F 4000 3.00 X 4.00 CTR CTR
G 4100 2 00 X 4,00 CTR CTR
H 4010 5.00 X 6.00 CTR CTR
S1 1100 3.00 R 4.00 CTR 0.2
NOTES: 1. TRUSSES MANUFACTURED BY -
~AVIDSON INDUSTRIES
2. ANALYSIS-CONFORMS TO
3. EMPIRICAL ANALOG IS USED,
WIND LOADS - UEC,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, UNBALJkNCED LOADS CHECKED
(UNBLN LD FAC = 1.00. 0.00).
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 459 LBS.
7 DUE TO TRUSS CONFIGURATION
TAKE EXTRA CARE IN HANDLING.
FABRICATOR NOTES:
1.IF NONE OF THE REACTIONS
SHOWN IN THE ~LOAD CASE 81"
180600
8 912 0 ZARING HARTWICKE-A
DG 23-03-04
HO 1-02-07
F
ZRHWL942
HO 13-06-07
3x6
12
T
13-08-12
2X4 I]
C
~A D 4x6=
3x4~- 4x4~-
18-06-00
CHI SIZE LUMBER 1.15FB
TOP 0.53 2X 4 SP-#2 1720
BTM 0 53 2X 4 SP-~2 1720
WBS 0.52 2X 4 SP-~2 1720
PLATING CONFOP~S TO TP1
'GROSS AREA METHOD)
FERIFY pLATE ~ALUES WITH
TEE-LOS CORPOP~ATION
GRIP BASED ON SYP LUMBER
GRIPPING 561-393 PSI PER PAIR
EXCEPTIONS: INCLUDES 15 0% INCREASE
A-G 2X 4 SP-~3 98C TENSION 1030- 924 PLI PER PAIR
B-D SAME AS A-G SHEAR 970- 498 PLI PER PAIR
REPETITIVE MEMBER STRESS USED.
JT TYPE PLATE SIZE X Y
LATEP~AL BRACING: A 4010 B.00 ~X 4.00 CTR 2TR
TOP CEORD CONTINUOUS B 4200 3.00 X 6~00 CTR C~
BTM CHORD - CONTINUOUS C 4010 4.00 X 6.00 CTR C
ONE BEACE ~ A-B F-C E-B------~-- D 1010 4.00 X 4,00 CTR CTR
- H-B E 1012 3.00 X 4 00 CTR CTR
~EUSS SPACING - 24.0 IN.
LOAD CASE #1
LUMBER STRESS £NCREASE: 15,0%
PLATE STRESS INCREASE: 15.0%
LOADING ~IVE DEAD PSF)
TOP CED 20.0 10.0
BTM CHD 0.0 I0.0
TOTAL 20 0 20 0 40.0
SUPPOET CRITERIA
JT TYPE EORZ VBRT WIDTH
LBS LBS IN-SX
A PIN 0 809 3~ 8
F 1110 5.00 X 9.00 CTR
G 4100 2.00 X 4.00 CTR CTR
CSI P(LBE) M@iBT M@BND
TOP CHORDS
0 35 145 C 970 ~2125
0 53 S18 C 2125 -3135
0.52 81 C -223~ 0
BOTTOM CHORDS
53 642 T 541 ~2427
.48 378 T 2427 0
WEBS
500 T A-E ~ 668 C
234 T D-F ~ 445 T
DL+LL DEFL = 0.25" IN D-C
LL DEFL = 0.02" < BEG-SP~N/360
SPAN/DEFL (DL+LL) = 916
FEB 0 t 3)01
NOTES:
1 . TRUSSES ~tANUFACTURBD BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
UBC (A3~SI/TPI 1-1995).
3. EMPIRICAL ANALOG IS USBD.
4. WIND LOADS - UBC,1988 EDITN
FABRICATOR NOTES:
l. IF NONE OF THE REACTIONS
SHOWN IN THE "LO/rD CASE %1"
SECTION OF THIS DEAWING ARE
NEGATIVE THE "FASTEN TRUSS
FOR UPLIFT" NOTES IN THE
"NOTES:" SECTION OF THIS
SP 260500 10
912 0 ZARING HARTWICKE-A
6X7~
B
H
ZRHWL942
DG 17-04-15
BO 7-09
J
TC
B3
B2
13~04.04 13-00-12
3-08 4-10-07
26-[5-00 ~
RUN DATE: 11-30-00
CSI SIZE LUMBER 1.15FB
TOP 0.75 1720
BTM 1.00 1720
EXCEPTI 1720
MEMBER STRESS USED.
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINGOUS
RIGHT
1ST M~2ND
5 3063 C -1117 -3600
0.39 )62 T 1192 -321
)0 2601 T -1729
WEBS
MEMBR CS/ P LBS) M~IST M@2ND
G-H .= 209 T H-F = 419 C
DL+LL DEFL ~ 0.40" IN N-B
LL DEFL = 0 16" < BRG-SP~tN/360
DL+LL BORZ = 3.30" AT C
SPAN/DEFL (DL+LL) = 792
pLATING C0NFOR34S T~ TPI
(GROSS AREA METHOD)
VERIFY pLATE VALUES WITH
TE~-LOK CORPORATIOE
GRIP BASED ON SYP LUMBER
JT TYPE PLATS SIZE X Y
@B 3050 6.00 X 7.00 3.6 1.5
C *3-pLATES ON EACH SIDE*
#1 2109 6 O0 X 7 00 14.4
NO~ES:
1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO -
UBC (ANEI/TPI 1-1995)
~. EMPIRICAL ANALOG IS USED.
· WIND LOADS - UBC.1988 EDITN
TRUSS IS DHSIGNBD AS A
ZARING HARTWICKE-A
6x7~
ZRHWL942
RS 7-09
11-07-10
2-09-08S
2-09-08D
TC
B
12-03-08
4-09-07
-05-00 ~
CSI SIZE LUMBER 1.15FB
0.75 2R 4 SP-#2 1720
1720
EXCEPTIONS:
H~F 2X 4 SP-~2 1720
F-B B-E SAME AS H-F
REPETITIVE MEMBER STRESS USED.
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
ONE BRACE - H-F ~ -/~
~RUSS SPACING - 24.0 IN.
LOAD CASE ~
LEFT RIGHT
LBS) M@IST M@2ND
TOP CHOP~DS
1241 C 1817 -3057
86I C 3057 -1162
1502 C 2543 -973
1500 C 973 1117
3063 C -111u -3600
0.75 2293 T 178
1.00 2501 T -1729 -2896
WENS =
DL+LL DEFL = 0.40" IN M-B
LL DEFL ~ 0 16~ < BRG-SPAN/360
DLeLL EORZ ~ 0.30" AT C
SPAN/DNFL (DL+LL) = 792
PLATING CONFORMS TO TPI
(GROSS A~EA METHOD)
VERIFY PLATE VALUES ~ITN
TEE-LOK CORPOHATION
GRIP BASED ON SYP LUMBER
PLATE5 - 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 4 O0 X 4.00 2.1 2.1
@B 3050 6 00 X 7 O0 3.6 145
C *3-PLATES ON EACH SIDE*
~1 2109 6.00 X 7.00 14,4 2.3
#2 2600 2.00 E 4 O0 16.5
#3 2600 2 00 X 4.00 25.9 1.0
D 7001 5.00 X 8.00 CTR CTH
E 7093 7.00 X 8.00 5 3 3.5
F 5093 5.00 X 6.00 3.0 1.8
G 1001 2 00 X 4 00 CTR CTR
H 1050 3.00 X 4.00 CTH CT@
I 1001 2.00 X 4.00 CTR CTR
J 1050 4.00 CTR CTR
· 1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFORMS TO
3. EMPIRIC~J~ ANAL4DG IS USED.
4. HIND LOADS - UBC, 1988 EDITS
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 = 1.00,
6. BUILDING DESIGNER IS
RESPONSIBLE FOR ADEQUATE
DESIGN OF TRUSS TO BRG
PLATE CONNECTION WHICH
ALLOWS 0.30 INCHES OF
HORZ. MOVEMENT AT JOINT C
7. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 499 LBS.
8. FASTEN TRUSS TO BRG A
FOR 158 LBS OF UPLIFT.
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR
9. FASTEN TRUSS TO BRG C
FOR 146 LBS OF UPLIFT,
WHILE pERMITTING NO UPWAED
MOVEMENT OF WALL OH BHG.
1.IF NONE OF THE P~EACTIONS
6-07-10
39-08E
PI-H1 OVERHANGS JOB
10 912 912 ZARING HARTWICKE-A ZRI{WL942
5X6~
DG 9-10-14 DG 9-10-14
HO 6-01 NO 6-01
10 G
7-64-04
00-15
6-10
· Version 40.0.312
I SIZE LUMBER 1.15FB
TOP 0.19 2X 4 SP-#2 1720 -
BTM 0 36 2X 4 SP-#2 1720
WBS 0 36 2X 4 6P-#3 980
· iiNL~FTssX RIGRT
lin - 8SX
?(LBS) MR1ST MR2ND
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
2500 6.00 X 7.00 0.9 7.6
3010 5.00 X 6.00 CTR 2,1
NOTES: 1. TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. A~ALY$IS 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 MPH
MEAN ROOF HEIGHT - 25'
EXPOSURE CATSGORY - C
OCCUPANCY CATEGORY - 3
5. UNBAI~ANCED LOADS CHECKED
IUNRLN LE FAC = 1.00, 0.00).
HORIZONTAL LOAD OF 295 LBS,
FOR 93 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
8. FASTEN TRUSS TO BEG C
FOR 93 LBS OF UPLIFT,
FABRICATOR NOTES:
1.IF NONE OF THE REACTIONS
SHOWN IN THE "LOAD CASE #1"
SECTION OF THIS DP~AWING ARS
DL+LL DEFL = 0.21" IN E-D
fDEFL (DL+LL) = 855
I SP 140808 10 912
-A ZRHWL942
6-07-10
2-09-05E
HO 6-01
7-04-04
B3
6-11-12
CSI
2X
5
980
USED.
0.0
A
C HORS RLR
627 3- 8
9HT
HEEL lIN - 8SX ~SX
P(LBS) M@iST MG2ND
TOP CHORDS
0.18 1518 C 902 471
897 T
DL+LL DEFL ~ 0,18" IN E-D
LL DEFL = 0.08" < BEG-SPAN/360
SPAN/DEFL (DL+LL) = 932
PLATING CONFORMS TO TPI
(GROSS AREA METHOD)
VERIFY pLATS VALUES WITH
TSR-LOK CORPORATION
GRIP BASED ON SYP LUMBER
JT TYPE PLATE SIZE X Y
A *2~PLATES ON EACH SIDE*
~1 2114 4.00 X 6 00 1.7 1.2
~2 2500 6.00 X 7~08 0.9 7.6
B 3010 5.00 X 6.00 CTR 2.1
C -3-PLATES ON EACH SIDE*
#1 2109 5 00 R 8 00 15.1 2.8
#2 2600 2 00 X 4 00 14.7 1.0
~3 2600 2 00 X 4 00 24 2 1,0
D 7010 4 00 X 6 00 CTR CTR
E 7010 4.00 X 6 00 CTR CTR
F 1001 2 00 X 4~00 CTR CTR
U 1001 2.00 X 4.00 CTR CTR
NOTES:
1. TRUSSES MANUFACTURED BY -
DAVIDSOH 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 - 80 MPE
MEAN ROOF HEIGET - 25'
FABRICATOR NOTES:
1.IF NONE OF THE REACTIONS
SHOWN IN THE "LOAD CASE #1"
SECTION OF THIS DRAWING ARE
NEGATIVE THE "FASTEN TRUSS
FOR UPLIFT" NOTES IN TEE
"NOTES:" SECTION OF THIS
DP. AWING ARE TF~ RESULT OF
WIND DRSIGN A-ND MAY BE
IGNORE~ WHERE A CHECK OF
THE RLDG CODE ROOF TIS-DOWN
SECT DOES HOT RESULT IN THE
REQUIREMENT OF ROOF TIES,
· H1 OVERHANGS JOB
10 0
24.2
210800
DG 16-02-04
HO 3-00-00
5x6~-
B
F
2
2x4 H
H
10-10-00
C
Unistar -- Version 40.0.312
RUN DATE: 11-30-00
· CS~ SIZE LUMPER I 15FB
TOP '0.38 ' 2X 4 SP-~B 1720
SP-#2 1720
SP-~2 1720
TIONS:
0.59 S -610
NEBS
16 347 T 0
16 347 T 0
764 C E-D ~ T
396 T D-F - 254 T
764 C
DL+LL DEFL = 0.25" IN D-C
LL DEPL ~ 0.01" < BRG-SPAN/360
SFAN/DEFL (DLeLL)~ 999
PL~TING. CONFOP~4S TO TPI
{GROSS AREA METHOD} .
VERIFY ~LATE VALUES WITH
TEE-LOK CORPORATION
GRIP BASED ON SYP LL94BER
JT TYPE PI~TE SIZE X Y
A 4010 4.00 X 4.00 CTR CTR
B 3001 5.90 X 6.00 CTR 2.1
C 4010 4.00 X 4,00 CTE CTR
D 1170 5.00 X 8,00 CTR -3.0
E 1012 4,00 X 6.00 CTR CTR
F 1012 4 00 X 6.00 CTR CTR
G 4100 2,00 X 4.00 CTR CTR
E 4100 2.00 E 4.00 CTR CTR
NOTES: 1. TRUSSES MANUFACTURED BY
DAVIDSON INDUSTRIES
S. ANALYSIS CONFORMS TO
3. SMPIRIC.~L ANALOG IS USED.
4, WIND LOADS - UBC,1988 EDITH
TRUSS IS DESIGNED AS A
MEIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
MEA~{ ROOF HEIGHT - 2S'
EXPOSURE CATEGORY - C
OCCUP~CY CATEGORY -
5. UNBALA/{CED LOADS CHECKED
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 540 LBS.
DUE TO TRUSS COEFIGUPU~TIOE
TAKE EXTRA CARE IN HANDLING.
DUE TO OVERALL HEIGHT~TO-
LENGTE R-~TIO, QUAL~ FIED
8. FASTEN TRUSS TO BEG A
FOR 120 LES OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR ERG.
9, FASTEN TRUSS TO BRG C
FOR 120 LBS OF UPLIFT,
WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BEG.
FEB 0 1 2i3{)1
FABRICATOR NOTES:
i*IF NO~E OF TEE REACTIONS
SHOWN IN THE "LOAD CASE ~1"
SECTION OF THIS DP. AWING ARE
NEGATIVE THE "FASTEN TRUSS
FOR UPLIFT" NOTES IN THE
"NOTES? SECTION OF THIS
DHAWING ARE THE RESULT OF
WIND DESIGN AND MAY BE
IGNORED WHERE A CHECK OF
THE BLDG CODP ROOF TIE-DOWN
SECT DOES NOT RESULT IN THE
REQUIREMENT OF ROOF TIES.
2~--2.ALL CONTINUOUS LATERAL
BRACES MUST BE RESTRAINED
TO PREVENT LATERAL MOVEMENT
OF THE BRACE IF ALL BRACED
MEMBERS BUCKLE IN THE SAME
DIRECTION. PES HIB-91
210800
DG 16-02-04
ES 3-00-00
JOB
F
ZRHWL942
DG 16-02-04
ES 3~00-00
0-05
2X4
C
0-00
H-G 2X 4 SP-~3 980
20 0 20 0 40 0
SUPPORT CRITERIA
JT TYPE HORZ VENT WIDTH
MEMBR CSI p LBS) MV1ST M%END
TOP CHORDS
G-E 0.37 125 T -413 1307
+LL DEFL ~ 0.25" IN D~C
HEFL ~ 0.01" · BRG-SP/tN/360
A~/DEFL {DL+LL)' 999
PLATING CONFORMS TO TPI
(GROSS AREA METHOD}
VERIFY PLATE VALUES WITH
TEE-LOS CORPORATION
@RIP BASE~ ON EYE 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
B 3001 5 00 X 6.00 CTR 2.1
C 4010 4 00 X 4 00 CTR CTR
D 1150 5 00 X 8.00 CTR
.03P 4.00 X 4.00 CTR CTR
F 1012 4.00 X 6,00 CTR CTR
G 4100 2.00 X 4.00 CTR CTR
H 4010 4.00 X 4,00 CTE CTR
I 4100 2.00 X 4.00 CTV CTR
FEB 0 ! ~
NOTES: 1. TRUSSES RANUFACTURE~ BY -
DAVIDSON INDUSTNIES
2. ANALYSIS CONFORMS TO
4. WIND LOADS ~ UBC,1988 EDITN
TRUSS IS DESIGNED AS A
MAIN WIND-FORCE RES SYSTEM
WIND SPEED - 80 MPH
EXPOSUP~ CATEGORY - C
OCCUPA/~CY CATEGORY - 1
5. UNBALANCED LOADS CHECKED
(UNBLN LD FAC =
6. ANCHOR TRUSS FOR A TOTAL
HORIZONTAL LOAD OF 540 LBS.
5 DUE TO TRUSS CONFIGURATION
TAKE EXTRA CARE IN HANDLING
DUE TO OVERALL HEIGHT-TO-
LENGTH RATIO, QUALIFIED
DESIGN OF PERMANENT
BP. ACING IS REQUIRED.
8. FASTEN TRUSS TO BRG
FOR 120 LBS OF UPLIFT,
WHILE pERMITTING HO UPWARD
MOVEMENT OF WALL OR ERG.
9. FASTEN TRUSS TO BRG C
FOR 120 LBS OF UPLIFT.
WHILE PERMITTING NO UPWAH5
MOVEMENT OF WALL OR BEG.
FABRICATOR NOTES:
1.lR NONE OF THE P~ACTIONS
SHONN IN THE "LOA/) CASE #1"
SECTION OF THIS DP. AWING ARE
TYPE SPAN P1-H1
4.3 210800 10
OVERHANGS
0 0
DG 16-02-04
EO 3-00-00
5X8=
B
~ ZRHWL942
DG 16-02-04
HO 3-00-00
12-00-05
f
C
UniStar -- Version 40.0.3
RUN DATE: 11-30-00
CSI SIZE LUMBER 1.15FB
LL DEFL = 0.11'I < BRG-SPAN/360
SpAN/DEFL 'DL+LL)= 999
PLATES AHE FOR EACH PLY
pLATING CONFORMS TO TPI
(GROSS AP~EA METHOD)
NOTES: 1, TRUSSES MANUFACTURED BY -
DAVIDSON INDUSTRIES
2. ANALYSIS CONFOP34S 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 MPW
WHE$ i 4.0 ~
FABRICATOR NOTES:
1,IF NONE OF THE REACTIONS
SHOWN IN THE "LOAD CASE #1"
SECTION OF THIS DRAWING ARE
NEGATIVE THE "FASTEN TRUSS
UPLIFT" NOTES IN THE
"NOTRS:" SECTION OF THIS
DP3%WING ARE THE RESULT OF
BLOC~-~" LONG REQUI~ED AT
BEARING AT JOINT(S) ~
LOCATE AS SHOWN WITHB-B~K
BLOCH TO TRUSS WITH (~)
DNI~IYZ "- (INI JqO$([IAV(I O~,I, Sgg~TST XW~ SO:ST TOO~/I~T/-eO