04-1660(2)-011- --
UPL IFi ANCOE�A� �K T51>ti
J v
4 "w. x 114 rcp , IE
L
DOUE5LE OR TRIPLE.
TOP OF ' I`"f =M3cR GIRCER
CONCRETE
2�3 "X 3 "X 3 /!n" OR
BEAM I / I / -43 "X 3"X 1/4"
"0 OR 3j4 "0 WEDGE A.B.
-14-41 1/2 "( TY P.)
TENSION CAFACIT"r OF STL. A 'S
1) 311 & "2�. HOLE Arat = (3- 0.5 &3X0.Ia15)= .451 Tn2
2) 1/4" 2 _ 1'1� Anet = (0.25)= . &09 Tn2
3) 3116 "4-- 13/16 "O POLE Anet= (3- 0.a13X0.1a15)= .410 Tn2
4) 1/4" 2�_ ,L An t = 1-. (0.25)= 541 Tn2
AL LOWAE3LE TENSION STRESS= 0.45X39,000= 16200 psi
1) 0.451 Tn2(19,200 x 2 ANGLES)= 14a0&*
2) 0.609 Tn2 = 19132*
3) 0.410 Tn2 = 132a4*
4) 0.541 Tn2 = 11123*
4.5. CAFACIT"t' IN CONCRETE:
CAPACITY
ULTIMATE 110RKING CE 2 BOLTS
1/2 "0 BOLT a81a* —j 2205* 4410*
3/4 "0 BOLT Ia892* 4123# 9446*
WELD CAPACITY TO BE SAME AS BASE METAL.
0.101 X 21 X 31I& = 2.10 kip /!n
I3oLr SI (EAR GOVEW151
TRUSS CsISPEF T.C. WOOD 5EARING GAPACITY-
AREA
SINGLE MEMBER= ).5(4)= &Tn2
DOUBLE = 3(4)= 12Tn2
TRIFLE - 4.5(4)= Wn2
ASSUME SO. PINE T.C., ND5 -91, Fc= S &5pal, L.D.F. =1.9,
CAPACITIES: SINGLE MEME3EFR= ( &X5 &5X 1.6)= 5424*
DOUBLE " _ (12) I 10a4a*
TRIPLE = (1a) = 1 &212*
OP MEMBERS U.L. CAPACITY
BOLT SIZE ANGLE SIZE (GIRDER) (5ER1/. LOAD5)
2- 1/2 "0 2�.3 "X3 "X3/19," 2 44100
2- 3/4 "(0 2�_ 3 "X3 "X3116" 2 9446*
SECTION
SLAB REI
SEE SECOND FLC
REINF. PLAN (S-
+10'-8'
2ND. FLR.
3/1
'I/8 "o HOLE$
FCPR Irod NAILS
CONC. T.B.
lP'c= 3000 1,/ 4'1/2" FOR ' '/2 "0,
-- 9,3/4" FOR 3/41i0
NOTE: OTHER FACE OF TRUSS SIMILAR
SPECIAL BRACKET DETAIL
DETAIL N.T.S.
SCALE: 1" = 1' -0"
J J J
9 3/4" 11 1/41/4" - 1111 1/4" iv
TOP OF Q-) - js
CONCRETE 191
BEAM I
/4° (TYP.)- /4" (TYP.)
-�
:`.4 ll
5 ,� : l q F I
1 - 3" 3„
1
2 12
3" 34 3" 3„ 4 3„
9 1/4" 10 3/4"
3" 41 3„
TWO PLY TRUSS THREE PLY TRUSS
(MAX UPLIFT 5,800 #) (MAX UPLIFT 7,400 #) 10 3/4"
D 1 D 2 THREE PLY TRUSS D 3
11JJ (MAX UPLIFT 13,500 #)
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 II (CARBON STEEL), 2 RE'Q
2
STEEL PLATE 9- 3/4 "X4 "X1/4" (Fy =36 KSI)
6
PREFABRICATED TWO OR THREE PLY TRUSS
3
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. 8 "X12" CONCRETE TIE BEAM (Fc= 3,000 PSI, MINIMUM)
C
ONE (1), 3/4" DIAM. THRU BOLT FOR THREE PLY TRUSS
9
CONCRETE MASONRY BLOCK
TRU55 ANCHOR 5CHEDULE-E-
SCALE: 3/4 " =1' -0" S-4 SEE FOUND. PLAN FILL
4S BARS
CONC. TIE BEAM
CONC.
TIE 5E Ai l D ROF r,)V7-fR OFEN INS
SCALE: 3/4" a 1' -0"
STANDARD HOOK
2ND. FLR.
0
a
d `
SECTION
CONCRETE BLOCK WALL
-TOP BARS. SEE PLAN
- 7" CONC. SLAB
#416 TEMP.
d
BOTT. BARS
SEE FRAMING PLAN
SEE TYP. DROP
OVER OPENING FOR
REINF. (S -3)
2
ix6 IN
BLOCK
FILLED CELL
r-.
5
443 F^ AFQ9
CONC. 3LH
I "6 I
PH I
CONC
7" C
#4@1
-8"
;a
CONC
SECTION 6
SCALE: 3/4 " =1' -0" S-4
TIE BEAD DfR0F OVER OFENINC;
SCALE: 3/4" = I' -0"
CONC. BLOCK WALL
5.5" CONC. SLAB
#4Q16 TEMP.
3 1 /2" DRO
SLOPE 2ND. FLR.
o o '
i .
�__BOTT. BARS
SEE FRAMING PLAN
TOP BARS. SEE PLAN
SECTION 4
SCALE: 3/4 " =1' -0" S -4
CONCRETE BEAM (8-4)
SEE SCHEDULE
AM
7
FA6TENEIR6
STRAP
TYF"'E
SEAT PLATE
STRAP
UPLIFT
PRODUCT CONTROL N.O.A.
A
I- 1)TC
4- 1001x1 -112"
9- 1001x1 -1/2"
1410
01.0124.0ro
E3
2 -DTC
4- I0elxl -1/2"
EACH TRU55
9- 1001x1 -1/2"
EACH TF:U56
1410
(EACH)
01.0124.0ro
C
TA to
r0 -loci
a30
00- 0913.01
D
USC -0
4 - 3/4" EXPAN510N B0LT5
14,400
SEE SPECIAL E31RACKET
SCALE: 3/4 " =1' -0" S-4 SEE FOUND. PLAN FILL
4S BARS
CONC. TIE BEAM
CONC.
TIE 5E Ai l D ROF r,)V7-fR OFEN INS
SCALE: 3/4" a 1' -0"
STANDARD HOOK
2ND. FLR.
0
a
d `
SECTION
CONCRETE BLOCK WALL
-TOP BARS. SEE PLAN
- 7" CONC. SLAB
#416 TEMP.
d
BOTT. BARS
SEE FRAMING PLAN
SEE TYP. DROP
OVER OPENING FOR
REINF. (S -3)
2
ix6 IN
BLOCK
FILLED CELL
r-.
5
443 F^ AFQ9
CONC. 3LH
I "6 I
PH I
CONC
7" C
#4@1
-8"
;a
CONC
SECTION 6
SCALE: 3/4 " =1' -0" S-4
TIE BEAD DfR0F OVER OFENINC;
SCALE: 3/4" = I' -0"
CONC. BLOCK WALL
5.5" CONC. SLAB
#4Q16 TEMP.
3 1 /2" DRO
SLOPE 2ND. FLR.
o o '
i .
�__BOTT. BARS
SEE FRAMING PLAN
TOP BARS. SEE PLAN
SECTION 4
SCALE: 3/4 " =1' -0" S -4
CONCRETE BEAM (8-4)
SEE SCHEDULE
AM
7
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