13-240-0271
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TOP CONT.
MID CONT.
❑ DL REACTION: 678 LB
LL REACTION: 543 LB
NET UPLIFT REACTION: 1,050 LB
1 DL REACTION: 1,630 LB
LL REACTION: 1,310 LB
NET UPLIFT REACTION: 2,230 LB
PREFAB. WD TRUSSES
0 24" (BY DELEGATED
ENGINEER) (TYP.)
PLYWOOD SHEATHING
(REFER TO NOTE 2) (TYP.)
0 DL REACTION: 1,750 LB
LL REACTION: 1,400 LB
NET UPLIFT REACTION: 2,270 LB
PREFAB. WD JACK TRUSS
GIRDER (BY DELEGATED
ENGINEER) (TYP.)
PRE — FABRICATED WOOD TRUSSES:
1. SHALL BE DESIGNED AND FABRICATED IN
ACCORDANCE WITH THE TRUSS PLATE INSTITUTE
(T.P.I.), LATEST EDITION. TRUSSES TO BE ERECTED
FOLLOWING THE GUIDELINES OF THE WTCA Sc T.P.I.
PUBLICATION BCSI 131 -11. SUBMIT LAYOUT PLAN AND
INDIVIDUAL DRAWINGS FOR EACH DIFFERENT TRUSS,
SIGNED AND SEALED BY A FLORIDA REGISTERED
PROFESSIONAL ENGINEER, FOR APPROVAL BY
STRUCTURAL ENGINEER PRIOR TO FABRICATION.
2. PROVIDE J" PLYWOOD SHEATHING OVER ALL TRUSSES
SPACED AS SHOWN ON PLANS. PLYWOOD
CLASSIFICATION SHALL BE "C" OR BETTER AND THE
EXPOSURE SHALL BE EXTERIOR. INSTALL PANELS
STRENGTH DIRECTION PERPENDICULAR TO TRUSSES.
3. NAILING REQUIREMENTS:
NAIL TYPES: RING SHANK
NAIL SIZE: 8d NAILS
NAIL SPACING: 4" O.C. AT PANEL EDGES; 6"
ELSEWHERE
4. X❑ INDICATES WOOD CONNECTOR. REFER TO
SCHEDULE.
PROVIDE (2) 30 "x30"
#5 CORNER BARS AT
OUTSIDE OF TIE BEAM
(TYP. AT EA. CORNER)
U DL REACTION: 247 LB
TB 1 LL REACTION: 197 LB
— — — — — — — — NET UPLIFT REACTION: 482 LB
II � it
II I
0
II II �
a
PREFAB. WD JACK TRUSS
0 24" (BY DELEGATED
ENGINEER) (TYP.)
IREFAB. WDjRUSS GIRDER (BY DELEGAT D ENGINEER
II
2❑ DL REACTION: 488 LB
LL REACTION: 390 LB
NET UPLIFT REACTION: 850 LB
II II
C6
II II
II II
2" 1 X
j 21"
II I
MIN. 2x4 BOTT. CHORD
BRACING (BY DELEGATED
ENGINEER) (MIN. 2 ROWS)
r l I i I (TYP.)
m
II
II II
F e -2 — — -r
(EL +11: -0"
I I I
1 1 N
1' -3"
(TYP.)
— E L. 11 0 ") I
II
PREFAB. WD PIGGYBACK T SS GIRDER Y DELEGATED ENGINE ()
II ,�
1❑ DL REACTION: 1,880 LB I I cn
LL REACTION: 1,510 LB
NET UPLIFT REACTION: 2,550 LB I IN o
m
B -2 —2 I
(EL. +10' 6 ") — I — (EL. +10' 6 ") —
\---M DL REACTION: 232 LB
LL REACTION: 185 LB
NET UPLIFT REACTION: 377 LI
1' -2"
F
(2) 3x8
5 1
S3.1
• ww• •
• • V
I
o-
CONNECTOR ALLOWABLE LOAD VALUES (LBS)
REINFORCING
STIRRUPS
DESCRIPTION
I M
PREFAB. WD PIGGYBACK
�� SIZE ��
b x d
fi
O �FI
LATERAL LOAD
of I
TRUSSES 0 24" (BY
1
00'�
Nuo 0
UPLIFT
DOWN
DELEGATED ENGINEER) (TYP.)
12 Nrl
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1
TOP CONT.
MID CONT.
SIZE
SPACING
121" I
TB -1
I
8 "x12"
(2) #5
(2) #5
-
WI I
I I
I
O HILTI HIT ICE /HIT HY150 (OR EQUIV.) EMBED. 5"
TB —1
META12
11473.17
PIREFAB. WD RUSS GIRDER (BY D - . _ — —
— — — . _
(EL.
_
+1 9)
— — — — — ..
WD 3x8 0 16"
TB -2
+11' -O"
Ki
(2) #5
—
— — — —
r
— ,--I
RAKED BEAM RB -1
AT 13"
*REFER TO 1/S3.1
0
u
E(1)F#5
(4) J SDS SCREWS (OR EQUIV.) INTO TRUSS.
4�
HGAM10
RB -1
II
II
(2) #5
(2) #5
-
#3
�
II
TI
[3 DL REACTION: 250 LB
835
918
(4) 1 of x1 SDS SCREWS (OR EQUIV.) INTO TRUSS
I I
HTSM16
LL REACTION: 200 LB
1,175
B -1
+11' -0"
8 3'x34"
I
NEI UPLIFT EACTION: 325 LB
#3
AT 15"
-
(8) 10d NAILS INTO TRUSS
®
LTS16
E(1) F#5
m
I I
I
-
N
CqL
*VARIES
8 "x12"
f I
I
II `
-
#3
N
*REFER TO PLAN
En
N
I(
TB -2
B -1
TB 2
TA
❑
RE
CTION:
300
L REACTION:
240
7'
NET UPLIFT
RE
10
: 430
LB
II
PREFAB. WD PIGGYBACK T SS GIRDER Y DELEGATED ENGINE ()
II ,�
1❑ DL REACTION: 1,880 LB I I cn
LL REACTION: 1,510 LB
NET UPLIFT REACTION: 2,550 LB I IN o
m
B -2 —2 I
(EL. +10' 6 ") — I — (EL. +10' 6 ") —
\---M DL REACTION: 232 LB
LL REACTION: 185 LB
NET UPLIFT REACTION: 377 LI
1' -2"
F
(2) 3x8
5 1
S3.1
• ww• •
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I
o-
CONNECTOR ALLOWABLE LOAD VALUES (LBS)
REINFORCING
STIRRUPS
DESCRIPTION
MARK
PREFAB. WD PIGGYBACK
�� SIZE ��
b x d
fi
O �FI
LATERAL LOAD
REMARKS
TRUSSES 0 24" (BY
111111111111
Vf
00'�
Nuo 0
UPLIFT
DOWN
DELEGATED ENGINEER) (TYP.)
PERPENDICULAR
W
Z
BOT. CONT.
TOP CONT.
MID CONT.
II
PREFAB. WD PIGGYBACK T SS GIRDER Y DELEGATED ENGINE ()
II ,�
1❑ DL REACTION: 1,880 LB I I cn
LL REACTION: 1,510 LB
NET UPLIFT REACTION: 2,550 LB I IN o
m
B -2 —2 I
(EL. +10' 6 ") — I — (EL. +10' 6 ") —
\---M DL REACTION: 232 LB
LL REACTION: 185 LB
NET UPLIFT REACTION: 377 LI
1' -2"
F
(2) 3x8
5 1
S3.1
• ww• •
• • V
BEAM SCHEDULE '
o-
CONNECTOR ALLOWABLE LOAD VALUES (LBS)
REINFORCING
STIRRUPS
DESCRIPTION
MARK
ELEV.
TOP OF BEAM
�� SIZE ��
b x d
fi
O �FI
LATERAL LOAD
REMARKS
•
111111111111
Vf
00'�
Nuo 0
UPLIFT
DOWN
PARALLEL
PERPENDICULAR
W
Z
BOT. CONT.
TOP CONT.
MID CONT.
SIZE
SPACING
-
TB -1
+111-01,
U.N.O. ON
8 "x12"
(2) #5
(2) #5
-
#3
AT 12"
DROP TIE BEAM AT OPENINGS;
O HILTI HIT ICE /HIT HY150 (OR EQUIV.) EMBED. 5"
PLAH
META12
11473.17
1,450
--
340
725
REFER TO 7/S3.1
TB -2
+11' -O"
*8 "x28"
(2) #5
(2) #5
-
#3
AT 13"
*REFER TO 1/S3.1
0
u
E(1)F#5
(4) J SDS SCREWS (OR EQUIV.) INTO TRUSS.
4�
HGAM10
RB -1
VARIES
8 "x12"
(2) #5
(2) #5
-
#3
AT 12"
-
--
835
918
(4) 1 of x1 SDS SCREWS (OR EQUIV.) INTO TRUSS
5❑
HTSM16
11473.11
1,175
B -1
+11' -0"
8 3'x34"
(2) #6
(2) #5
#3
AT 15"
-
(8) 10d NAILS INTO TRUSS
®
LTS16
E(1) F#5
775
--
-
B -2
*VARIES
8 "x12"
(2) #5
(2) #5
-
#3
AT 5"
*REFER TO PLAN
WOOD CONNECTOR SCHEDULE
o-
CONNECTOR ALLOWABLE LOAD VALUES (LBS)
MARK
DESCRIPTION
NOA # /FL #
NAIL SIZE k QUANTITY
647
fi
O �FI
LATERAL LOAD
LATERAL LOAD
•
111111111111
Vf
00'�
Nuo 0
UPLIFT
DOWN
PARALLEL
PERPENDICULAR
W
Z
1Q
MGT
11470.7
3,296
--
-
_
22 1 O NAILS INTO DBL TRUSS
"
uj
Q
t O V .�
CD
�
O HILTI HIT ICE /HIT HY150 (OR EQUIV.) EMBED. 5"
META12
11473.17
1,450
--
340
725
(7) 10dx1j" NAILS INTO TRUSS
3❑
LGUM26 -2 -SDS
11473.12
1,430
5,595
-
_
(4) "X4" TITEN HD ANCHORS (OR EQUIV.) INTO CONC.
"x2j"
0
u
(4) J SDS SCREWS (OR EQUIV.) INTO TRUSS.
4�
HGAM10
11473.6
850
(4) j' x2j" TITEN SCREWS (OR EQUIV.) INTO CONC.
--
835
918
(4) 1 of x1 SDS SCREWS (OR EQUIV.) INTO TRUSS
5❑
HTSM16
11473.11
1,175
--
-
_
(4) j "x2{" TITEN SCREWS (OR EQUIV.) INTO CONC.
(8) 10d NAILS INTO TRUSS
®
LTS16
10456.30
775
--
-
-
(6) 10d NAILS INTO EACH TRUSS (12 TOTAL)
(ALL 3x8 RAFTERS
HALL BE NO. 1 GRADE
DL REACTION: 990 LB
LL REACTION: 790 LB
NET UPLIFT REACTION: 1,150 LB
5j D REACTION: 98 L
REACTION
• 478
NET UPLIF : 24 LB
(AT EAC EXI . TRUSS
LOCAT N; ' MAX. SPC.)
DL REACTION: 59 6 LB
LL REACTION: /415 LH
NET UPLIFT ACTION: 924 LB
DL REACTION: 627 LB
LL REACTION: 502 LB
NET UPLIFT REACTION: 1,130 LB
J
EXIST. PREFAB. WD
TRUSSES 0 24" (F.V.)
(TYP.)
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Job No. 12 -018 F
Date 02/18/13
Scale SHOWN
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Sheet No.
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Job No. 12 -018 F
Date 02/18/13
Scale SHOWN
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Sheet No.
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