04-1660(3)-010• • r • v Y Y •••!•
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Y W W W •
u Y
f Y Y Y Y
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TOP OF � Y • ��7(,JBrE' OR�'tRI�LE
MEMBER GIRDER " Y •
CONCRETE
BEAM
� �-.3"X 3, X 1 411 OR
1 1 II II 11
1 �
\-1,211# OR 3/4 "# WEDGE A.B.
11112 "(T`f=.)
1 ENSlO>`I CA '4CIT� OF 5%. 5
1) POLE Anet= .451 Tn2
2) 114" 4ret = .L (0.25)= .609 Tn2
3) POLE Anet= (3- 0.813X0.1875)= 410 Tn2
4) 1/4" z� Anst= 1. (0.25)= .54-1 Tnz
4LLCUU45L.E TEN51ON 57RE55= 0.45x30000= 18200 psi
1) 0.451 Tn2(I6200 x 2 ANGLES)= 1480 &*
2) O.ro09 Tn2 = 19732*
3) 0.410 Tn2 = 132,540
4) 05471 Tn2 = 11123*
4.5. C4774C,IT1" I N C0NCiE- T'='--.
CAPACITY
ULTIMATE WORKING OF 2 BOLTS
1/2 "0 BOLT 8818* --- 2205* 4410'"
3/4 "0 BOLT 18892* 4723* 9440*
WELD CAPACITY TO BE SAME AS BASE METAL.
0.101 X 21 X 311ro = 2.18 kip /fn
5OLT 5t 4 �F, GOVERNS!
TRU55 GIRDER T.C. JJ000 5E,41;;'.INCi G,4F,4CIT'T -
ARE A
SINGLE MEMBER= 1.5(4)T (oTn2
DOUBLE = 3(4)= 12Tn2
TRIFLE - 45(4)= 18Tn2
ASSUME SO, PINE T.G., NDS -91, Fc= 5 &5psl,
GAFACITIES. SINGLE MEMBER= C(oX5Ca5X1,6)= 5424*
DOUBLE = (12) 1 1 = 10848*
TRIPLE = 08) = 16272*
* OF MEMBERS U.L. CAPACITY
BOLT SIZE ANGLE SIZE (GIRDER) (5ERV. LOAD5)
2- 1/2 "0 2�- 3 "X3 "X3 /V' 2 4410*
2- 3/4 "0 2�- 3 "X3 11X3/18" 2 944(0*
SECTION
SLAB REI
SEE SECOND FLC
REINF. PLAN (S-
±10�8'
2ND. FLR.
3 /lro"
lia "� POLES
FOR I &d NAILS
GONG. T.E3•
CP'c= 3000 i✓'s
- -- r0374 " FOR 3/4114'
NOTE: OTHER FACE OF TRU55 SIMILAR'.
E 7 A 1 L N.T.S.
SPECIAL BRACKET DETAIL
SCALE: 1 " = l'—O"
C 0.
co
TOP OF
CONCRETE
BEAM I I I I I I
I I /4" (TYP.) I I /4" (TYP.)
r� 5 . ,A
12 1 12 .
3" 34 3" 3„ 4 3"
10 3/4" 3" 3"
3 „, 44 3„
TWO PLY TRUSS THREE PLY TRUSS
(MAX UPLIFT 5,8000 (MAX UPLIFT 7,4000 10 3/4”
DI D2 THREE PLY TRUSS D3
�G (MAX UPLIFT 13,5000
SCHEDULE
,MARK DESCRIPTION MARK DESCRIPTION
1
ANGLE 3 "X3 "X1/4" W /EXTENDED LEG (Fy =36 KSI) SEE DWG.
5
3/4" DIAM., HILTI DWIK BOLT 11 (CARBON STEEL), 2 RE'Q
2
STEEL PLATE 9- 3/4 "X4 "X1/4" (Fy =36 KSI)
6
PREFABRICATED TWO OR THREE PLY TRUSS
j
STEEL PLATE 1 1- 1 /4 "X4 "X3 /8" (Fy= 36 KSI)
%
MIN. 5/8" EXTERIOR GRADE PLYWOOD, SEE PLAN FOR NAILING REQ'MTS
4
ONE (A), 5/8" DIAM, THRU BOLT FOR TWO PLY TRUSS
8
MIN. E "X12" CONCRETE TIE BEAM (Fc= 3,000 PSI, MINIMUM)
4- 106x1 -1/2"
EACH TRUSS
ONE (1), 3/4" DIAM. THRU BOLT FOR THREE PLY TRUSS
9
CONCRETE MASONRY BLOCK
Tt U55 A \C-IOP 5G1-IE DULc
SCALE: 3/4 " =1' --Q" S -4 SEE FOUND, PLAN FILL ' - --
4*5 BARS
CONC. TIE BEAM
1% IN
BLOCK
FILLED CELL
5
=1 011LF� OFD N NC::
SCALE: 3/4" = 1' -0II
STANDARD HOOK
2ND. FLR.
A
CONCRETE BLOCK WALL
TOP BARS, SEE PLAN
7" CONC. SLAB
#4(�16 TEMP.
r �
•
BOTT. BARS
SEE FRAMING PLAN
4+t5 EARS
CONC. 51L.
1016 I'.
1=11 1
CONC
�„ C
�4c�1
-8"
III
CONC
BECTON
SCALE: 3/4 " =1'-0„ S -4
TOP BARS, SEE PLAN
SCALE: /411 11-�II
5.5" CONC. SLAB
3 1/2" DROP --
SLOPE �—
BOTT. BARS
SEE FRAMING PLAN
SEE TYP. DROP
OVER OPENING FOR
REINF. (S -3)
SECTION
C TI O I V SCALE: 3/4 „ ^1' -01' S -4
CONC. BLOCK WALL
4@16 TEMP.
2ND, FLR, I
CONCRETE BEAM (8-4)
SEE SCHEDULE
AM
PA5TENER5
DATE:
STRAW
TYRE
5EAT PLATE
STR,4F
UPLIFT
F'IRODUCT CONTFPOL N.O.AI.
A
1 -DTG
4- 106xI -1/2"
9- 106x1 -1/2"
1410
01.0- 124,06
F3
2 -DTC
4- 106x1 -1/2"
EACH TRUSS
9- 10dxl -1/2"
EACH TRUSS
1410
(EACN)
01.0724.0(o
C
TA 16
6-106
83P
00- 0913.0 1
D
USG -ro
4 - 3/4" EXPANSION BOLTS
14,400
SEE 5PECI,4L BRACKET
SCALE: 3/4 " =1' --Q" S -4 SEE FOUND, PLAN FILL ' - --
4*5 BARS
CONC. TIE BEAM
1% IN
BLOCK
FILLED CELL
5
=1 011LF� OFD N NC::
SCALE: 3/4" = 1' -0II
STANDARD HOOK
2ND. FLR.
A
CONCRETE BLOCK WALL
TOP BARS, SEE PLAN
7" CONC. SLAB
#4(�16 TEMP.
r �
•
BOTT. BARS
SEE FRAMING PLAN
4+t5 EARS
CONC. 51L.
1016 I'.
1=11 1
CONC
�„ C
�4c�1
-8"
III
CONC
BECTON
SCALE: 3/4 " =1'-0„ S -4
TOP BARS, SEE PLAN
SCALE: /411 11-�II
5.5" CONC. SLAB
3 1/2" DROP --
SLOPE �—
BOTT. BARS
SEE FRAMING PLAN
SEE TYP. DROP
OVER OPENING FOR
REINF. (S -3)
SECTION
C TI O I V SCALE: 3/4 „ ^1' -01' S -4
CONC. BLOCK WALL
4@16 TEMP.
2ND, FLR, I
CONCRETE BEAM (8-4)
SEE SCHEDULE
AM
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