05-1333-003(4) 3/4' DIAM. x 7' LONG J HOOK.
3/4' THICK PLATE.
TYP. 1/4
TYP." — 4
CONCRETE FILLED
F� 46 KSI STEEL COLUMN.
SEE COLUMN SCHEDULE
STEEL COLUMN CAP
DETAIL
N.T.S.
f
1.�
16O 40" o.c. VERTICAL
YPICAL SECOND FLOOR
WALLS. U.N.O.
SPLICES TO BE 42"
PERIMETER NAILING
10d NAILS 0 4 "o.c.
2X4 PT WOOD NAILER
ATTACHED TO MASONRY BLOCK
W_ /1 /4"DIA„MOC 2.75" LONG TAPCONS
'C
I� iN� � 10d NAILS ® 6 "o. c.
INT. SUPPORTS
(TYPICAI 1
NOTE:
TRUSS MANUFACTRUER TO PROVIDE
,STOP OF T.B.
�
VERTICAL MEMBER ® STEEL
—
ELEV.- +12' -4' '''
n
w o Z 0...
COLUMN CONNECTOR
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W10 w0
H 0 (n
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#6 VERTICAL SEE
2 "x6" LATERAL BRACING
® 10'- 0 "o.C.
TYP
PLANS FOR LOCATION
w/ 2 -16d NAILS EA. TRUSS
1/4"
AND SPACING
"x1/4' STL COLUMN
Q
4
ATT �pED MASO�RY NAILER
.5'x3.5
Ld
W
�2�
Fy-46 KSI
W/ 1/4"X2-3/4 LONG
W
DIAM TAPCON SCREWS ® EACH
LATERAL
O
BRACE OCCURANCE
* 3.5' FOR 2 MEMBER GIRDER
* 5" FOR 3 MEMBER GIRDER WOOD FLOOR CONNECTION
DETAIL (PARALLEL TO WALL)
N.T.S. S -2 N.T.S. `
BUCKET SPECIFICATION:
- ALL 12' DIAM. HIGH STRENGTH THRU BOLTS TO BE A307 BOLTS.
- ALL 1' 4' THICK STEEL PLATES TO BE ASTM A36.
- ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL
OR BETTER.
- 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS.
- ALL BOLT HOLES TO BE 5/8' DIAM. FOR 1/2' DIAM. BOLTS.
FOR COMMON FLOOR TRUSSES USE ONE
USP TAPL16 STRAP wl 5 -10d TO TRUS .
3/4" PLYWOOD DIAPHRAGM w 10d NAILS ® 6" O.C.
® INT. SUPPORTS AND 4" o.c. AT PANEL
EDGES, EDGE BLOCKING 2' NOMINAL.
PLYWOOD SHALL BE GLUED W/ ADHESIVES
MEETING REQUIREMENTS OF AFG -01 (TYPICAL).
2nd. FLOOR _
ELEV.= +12'-8"
o o PREFAB ENG. WOOD
0 o: TRUSSES 0 24 "o.c.
3
PROVIDE 2 "x4" PT BLOCKING BETWEEN
EACH TRUSSES. FASTEN BLOCKING
w/ (2) 3/16" DIAM. TAPCONS x 3 -1 2 "LG. TO CMU
AND (2) 16d NAILS TOE NAILED @ EACH END.
NAIL SHEATHING TO BLOCKING W /10d NAILS ® 4" oc.
—1#4 016" o.c. TEMP.
C1 FOR SCUPPER LOCATION
SEE ARCHITECTURAL PLANS
x_1#44 012' o.c. TOP X 4' -0 "LONG
W /90 ACI HOOK 8' LONG
-,-1 #4 0 12' o.c. TOP
1 #4 REINFORCING BAR
0 12" OC BOTTOM.
--114 012" o.c. TOP X 4' -0 "LONG
W 190 ACI HOOK 8' LONG
C1
1
"EOR" 3OMEMBER gE `� Tn' ,
5" L _ — S -2 -2 CONCRETE CATILEVER
- #6 ®40" OC 2' 2" 2' 2' 2' 3' 1831 B -1 6ER- TRUSS STAIR LANDING 016" o.c. TEMP.
TYPICAL SECOND FLOOR I - ALL
NOTE:- BOLTS TO BE HILTI KHAK BOLT II 5/8" DIAM. 2
WALLS. U.O.N. = G =1907# pN TB 1 #4 ®12' o.c. TOP X 4' -0 "LONG
" = N - ALL 1/2' DIAM THRU BOLTS TO BE ASTM A307. 1 LB C� W/90 ACI HOOK 8 LONG
SPLICES TO BE 42 ALL 1/4' THICK STEEL PLATES TO BE ASTM A36. Cl ® ��— � —��
v? v - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER. ST 0 2ND TOP OF KNEE
- 1/4' FILLET WELD FOR ALL PLATE CONNECTIONS. �FLQOR VEL G =6.3K _ O O WALL 14 -6
} - ALL BOLT HOLES TO BE 3/4" DIAM. FOR 5/8' DIAM. BOLTS.
T
USE PLYWOOD FILLERS WHEN REQUIRED. WR 1 1;�4 ®12" o.c. TOP
TOP OF T.B. - ALLOWABLE GRAVITY LOADS FOR SPECIFIED BOLT (MIN. EMBEDMENT 4 -3/4') 2 2 "x8' T WOOD LEDGER W /90 ACI HOOK 8' LONG
ELEV.= +12'-4- h CAPACITY � 8,000 Les E TEg A � �� 1 #4 REINFORCING BAR
HANGER DETAIL 3 n 81A. ��i ., A N RS � N ® 12 OC BOTTOM.
1 o.c. MI EMB. 4- 1 TOP OF CONC. BEAM
SCALE: N.T.S. 5--2 m E ELEV. +11 TB P;(I LB.I- n�l
WOOD FLOOR CONNECTION
(PERPENDICULAR TO WALL)
N.T.S.
3' 3' 4-1/2 'DIAM x Y WELDED
NELSON STUDS.
FIELD VERIFY DIMENSION
VERIFY DIMENSION WITH c Z w D
TRUSS MANUCTACTURER 5 it
3 -1/2' FOR 2 MEMBER--
5' FOR 3 MEMBER
Q.
FIELD VERIFY DIMENSION
12' 8' 75' EMBEDDED /
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—1#4 016" o.c. TEMP.
C1 FOR SCUPPER LOCATION
SEE ARCHITECTURAL PLANS
x_1#44 012' o.c. TOP X 4' -0 "LONG
W /90 ACI HOOK 8' LONG
-,-1 #4 0 12' o.c. TOP
1 #4 REINFORCING BAR
0 12" OC BOTTOM.
--114 012" o.c. TOP X 4' -0 "LONG
W 190 ACI HOOK 8' LONG
C1
1
"EOR" 3OMEMBER gE `� Tn' ,
5" L _ — S -2 -2 CONCRETE CATILEVER
- #6 ®40" OC 2' 2" 2' 2' 2' 3' 1831 B -1 6ER- TRUSS STAIR LANDING 016" o.c. TEMP.
TYPICAL SECOND FLOOR I - ALL
NOTE:- BOLTS TO BE HILTI KHAK BOLT II 5/8" DIAM. 2
WALLS. U.O.N. = G =1907# pN TB 1 #4 ®12' o.c. TOP X 4' -0 "LONG
" = N - ALL 1/2' DIAM THRU BOLTS TO BE ASTM A307. 1 LB C� W/90 ACI HOOK 8 LONG
SPLICES TO BE 42 ALL 1/4' THICK STEEL PLATES TO BE ASTM A36. Cl ® ��— � —��
v? v - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER. ST 0 2ND TOP OF KNEE
- 1/4' FILLET WELD FOR ALL PLATE CONNECTIONS. �FLQOR VEL G =6.3K _ O O WALL 14 -6
} - ALL BOLT HOLES TO BE 3/4" DIAM. FOR 5/8' DIAM. BOLTS.
T
USE PLYWOOD FILLERS WHEN REQUIRED. WR 1 1;�4 ®12" o.c. TOP
TOP OF T.B. - ALLOWABLE GRAVITY LOADS FOR SPECIFIED BOLT (MIN. EMBEDMENT 4 -3/4') 2 2 "x8' T WOOD LEDGER W /90 ACI HOOK 8' LONG
ELEV.= +12'-4- h CAPACITY � 8,000 Les E TEg A � �� 1 #4 REINFORCING BAR
HANGER DETAIL 3 n 81A. ��i ., A N RS � N ® 12 OC BOTTOM.
1 o.c. MI EMB. 4- 1 TOP OF CONC. BEAM
SCALE: N.T.S. 5--2 m E ELEV. +11 TB P;(I LB.I- n�l
WOOD FLOOR CONNECTION
(PERPENDICULAR TO WALL)
N.T.S.
3' 3' 4-1/2 'DIAM x Y WELDED
NELSON STUDS.
FIELD VERIFY DIMENSION
VERIFY DIMENSION WITH c Z w D
TRUSS MANUCTACTURER 5 it
3 -1/2' FOR 2 MEMBER--
5' FOR 3 MEMBER
Q.
FIELD VERIFY DIMENSION
12' 8' 75' EMBEDDED /
X X. SECTION A
STEEL PLATE WL '" nc
DIAM x LONC
HEADED STUDS. NOTE:
- ALL EXPANSION BOLTS TO BE HILTI KWIK BOLT II. 3/4• DIAM.
W/ 4-3/4' MIN EMBED.
- ALL THRU BOLTS TO BE ASTM A307.
- ALL STEEL PLATES TO BE ASTM A36.
- ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER.
- 1/4' FILLET WELD FOR ALL PLATE CONNECTIONS.
- ALL BOLT HOLES TO BE 7/8' DIAM. FOR 3/4' DIAM. BOLTS.
- USE PLYWOOD FILLERS WHEN REQUIRED.
STEEL BUCKET DETAIL 6
SCALE. 1' -1' -0' _ 2
D'
#5 0 48" oc LION \ %N l
TYPICAL FIRST FLOOR / O 1#4 ®12" o.c. TOP X 4' -0 "LONG
ELEV. +12' -4" W 190 ACI HOOK 8" LONG
SEE FOUNDATION SS MANUFACTRUER TO OVIDE
PLANS FOR SPACING TOP OF CONC. BE M RTICAL MEMBER ® STEEL 3 O O
ELEV. 12' -4" C1� COLUMN CONNECTOR �4 TB- •
n. I n 5 THICK CONCRETE SLAB
6" BUCKET SPECIFICATION:
it - ALL 3/4" DIAM. THRU BOLTS TO BE ASTM A307.
- ALL 1/4" STEEL PLATES TO BE ASTM A36.
- ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL
OR BETTER.
- 1/4" FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS.
0 - ALL BOLT HOLES TO BE 7/8" DIAM. FOR 3/4" DIAM. BOLTS.
3° BUCKET UPLIFT CAPACITY FOR TWO MEMBER:
- FROM NDS TABLE 836 ONE 3/4'- DIAM. THRU BOLT IN
12 fi' 12 - DOUBLE SHEAR,EQUALt: 0
LOAD PERPENDICULAR T GRAIN = 1.330 LBS
3,
LOAD PARALLEL TO GRAIN = 2,550 LBS
-WITH SHORT DURATION LOAD FACTOR CD =1.33
USING 1.3 FACTOR,1,330 LBS x 1.3 = 1,729 LBS /BOLT
4* * 2" FOR 1 MEMBER
4" FOR 2 MEMBER
5" FOR 3 MEMBER
STEEL COLUMN NOTE:
SEE PLANS FOR SIZE TRUSS MANUFACTRUER TO PROVIDE
AND REINF. VERTICAL MEMBER 0 STEEL
COLUMN CONNECTOR
DETAIL
N.T.S. S -2
G =3070#
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X X. SECTION A
STEEL PLATE WL '" nc
DIAM x LONC
HEADED STUDS. NOTE:
- ALL EXPANSION BOLTS TO BE HILTI KWIK BOLT II. 3/4• DIAM.
W/ 4-3/4' MIN EMBED.
- ALL THRU BOLTS TO BE ASTM A307.
- ALL STEEL PLATES TO BE ASTM A36.
- ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER.
- 1/4' FILLET WELD FOR ALL PLATE CONNECTIONS.
- ALL BOLT HOLES TO BE 7/8' DIAM. FOR 3/4' DIAM. BOLTS.
- USE PLYWOOD FILLERS WHEN REQUIRED.
STEEL BUCKET DETAIL 6
SCALE. 1' -1' -0' _ 2
D'
#5 0 48" oc LION \ %N l
TYPICAL FIRST FLOOR / O 1#4 ®12" o.c. TOP X 4' -0 "LONG
ELEV. +12' -4" W 190 ACI HOOK 8" LONG
SEE FOUNDATION SS MANUFACTRUER TO OVIDE
PLANS FOR SPACING TOP OF CONC. BE M RTICAL MEMBER ® STEEL 3 O O
ELEV. 12' -4" C1� COLUMN CONNECTOR �4 TB- •
n. I n 5 THICK CONCRETE SLAB
6" BUCKET SPECIFICATION:
it - ALL 3/4" DIAM. THRU BOLTS TO BE ASTM A307.
- ALL 1/4" STEEL PLATES TO BE ASTM A36.
- ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL
OR BETTER.
- 1/4" FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS.
0 - ALL BOLT HOLES TO BE 7/8" DIAM. FOR 3/4" DIAM. BOLTS.
3° BUCKET UPLIFT CAPACITY FOR TWO MEMBER:
- FROM NDS TABLE 836 ONE 3/4'- DIAM. THRU BOLT IN
12 fi' 12 - DOUBLE SHEAR,EQUALt: 0
LOAD PERPENDICULAR T GRAIN = 1.330 LBS
3,
LOAD PARALLEL TO GRAIN = 2,550 LBS
-WITH SHORT DURATION LOAD FACTOR CD =1.33
USING 1.3 FACTOR,1,330 LBS x 1.3 = 1,729 LBS /BOLT
4* * 2" FOR 1 MEMBER
4" FOR 2 MEMBER
5" FOR 3 MEMBER
STEEL COLUMN NOTE:
SEE PLANS FOR SIZE TRUSS MANUFACTRUER TO PROVIDE
AND REINF. VERTICAL MEMBER 0 STEEL
COLUMN CONNECTOR
DETAIL
N.T.S. S -2
G =3070#
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SHEET 2 OF 6
Miami, Florida 33186 f
Ph. (786) 293 -2888 Fax. (786) 293 -2878
2ND FLOOR FRAMING P LA �. -4 A
REG. No. 10, 154
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DRAWN JC
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SHEET
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SHEET 2 OF 6
Miami, Florida 33186 f
Ph. (786) 293 -2888 Fax. (786) 293 -2878
2ND FLOOR FRAMING P LA �. -4 A
REG. No. 10, 154
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