05-1333(2)-005(4) 3/4" DIAM. x 7" LOIN BOLTS
3" HOOK.
3/4" THICK PLATE. -\
TYP. j-
TYP.
CONCRETE FILLED
Fr 46 KSI STEEL COLUMN.
SEE COLUMN SCHEDULE
STEEL COLUMN CAP
DETAIL
N.T.S.
FOR COMMON FLOOR TRUSSES USE ONE
USP TAM 16 STRAP w/ 5 -10d TO TRUSS
3/4" PLYWOOD DIAPH
® INT. SUPP
EDGES,
PLYWOOD SH
MEETING REQUIRE
2nd. FLOOR
ELEV.= +12'-8" o
O
J W
w�
v7
0
O ~
3.
,PR
w/ (2 AND 1(62) DI
NAIL SHEATHING T
0
RAGM w/ 10d NAILS ® 6" o.c.
ORTS AND 4" o.c. AT PANEL
EDGE BLOCKING 2' NOMINAL.
ALL BE GLUED W ADHESIVES
MENTS OF AFG- 1 (TYPICAL). JN 11
D_
W
o PREFAB ENG. WOOD
TRUSSES 0 24 "o.c.
m
OVIDE 2 "x4" PT BLOCKING BETWEEN
EACH TRUSSES. FASTEN BLOCKING
AM. TAPCONS x 3-1/2"I-G. TO CMU
6d NAILS TOE NAILED ® EACH END.
BLOCKING W /10d NAILS ® 4" oc.
WOOD FLOOR CONNECTION
(PERPENDICULAR TO WALL)
N.T.S.
V 1/4�
3" 3" 4 -1/2 "DIAM x 5" WELDED
NELSON STUDS.
FIELD VERIFY DIMENSION i / -
VERIFY DIMENSION WITH
TRUSS MANUCTACTURER "
3 -1/2' FOR 2 MEMBER--, , a t a "
5" FOR 3 MEMBER A �. o
FIELD VERIFY DIMENSION
12x8 "x.75" EMBEDDED /
STEEL PLATE W1 /222 777 SECTION A �Q
DIAM x 5 "LONG
HEADED STUDS. NOTE:
- ALL EXPANSION BOLTS TO BE HILTI KWIK BOLT 11. 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 REQUIREO.
STEEL BUCKET DETAIL 6
SCALE: 1 " =1' -0" —
-#6 CAD 40" oc
TYPICAL SECOND FLOOR
WALLS. U.O.N.
SPLICES TO BE 42"
TOP OF T.B.
ELEV.= +12'-4"
`— TB
#5 ® 48" oc UON
TYPICAL FIRST FLOOR
SEE FOUNDATION
PLANS FOR SPACING
6' BUCKET SPECIFICATION:
i+ - 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.
3 O 0 - ALL BOLT HOLES TO BE 7/8" DIAM. FOR 3/4" DIAM. BOLTS.
h BUCKET UPLIFT CAPACITY FOR TWO MEMBER:
- FROM NOS TABLE 83B ONE 3/4- DIAM. THRU BOLT IN
12' 12 - DOUBLE SHEAR,EQUAB:
2 3 LOAD PERPENDICULAR TO GRAIN = 1,330 LBS
h LOAD PARALLEL TO GRAIN = 2,550 LBS
4° �+ - 1MTH 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 C:)
N.T.S. S -2
VERIFY DIMENSION NTHR
jFOR "M3 MEMBER 2 MEVBER
500
1
TYP
1831
2
G =1907#
0I�I�) m
5.
2" 2" 3•
- ALNL EXPANSION BOLTS TO BE HILTI KWIK BOLT II 5/8" DIAM.
ALL 1/2" DIAM THRU BOLTS TO BE ASTM A307.
ALL 1/4" THICK 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 3/4" DIAM. FOR 5/8" DIAM. BOLTS.
USE PLYWOOD FILLERS WHEN REQUIRED.
- - ALLOWABLE GRAVITY LOADS FOR SPECIFIED BOLT (MIN. EMBEDMENT 4 -3/4 ")
CAPACITY = 8.000 LBS
HANGER DETAIL 3
SCALE: N.T.S. S -2
ELEV. 12' -4" --J�
T.O. CONC. BEAM 500
1010 1 1010
2 TYP 2
G =1052# G =1052#
-1 TB -1 B -16 C8
O 'O O O 'O O M11111RIMM1111111 Q-M"
O
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I o pTyp O $4 2 4
G =1907#
I
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TOP OF CONC. BE ,M
1500
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CT-y! P
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ELEV. +12' -4"
TOP OF CONC. BEAM
—j
TYP r`
TB -1
IX r 2 2 "x8r�T WOOD LEDGER I N A M 101 ` I I U 1 #4 ®16" o.c. TEMP.
O -2
TA 410 O O FOR SCUPPER LOCATION
r T �, D TO ONCR AM 6 C1
I I I V{I 5[,$ UTA. HI EXP.,IORS =1050 6 I ( I I I ( SEE ARCHITECTURAL PLANS
r G =1.5K TYP 1 o C. MIN. EMB. 4 -0 G 1052# ( I
1#4 012" o.c. TOP X 4' -0 "LONG
W 190 ACI HOOK 8" LONG
1 #4 ® 12" o.c. TOP
/ Im I I $fir I I I I I I I I I I I I at<° m s w /so ACI HOOK a" LONG
/ O ON 1 1
" THICK CONCRETE SLAB S -5
_ate — —L . =2 "x6 LATERAL BRAE ®1 ' =0" o — — — _a — /
/ w — —
/ Z) 1 #4 REINFORCING BAR
tog ® 12" OC BOTTOM.
012" o.c. TOP X V -0 "LONG
/ C1 W/90 ACI HOOK 8" LONG
TRUS MANU CTRU TO P OVIOE
/ VERTI AL M BER ® STEEL _ O TB -1
i 3 1 I I I COLUMN CONNECTOR I I 1 15 1 1 1 I l
G =7
/ .1K =t6. S 2 3 0 0
S -2
S -2 � CONCRETE CATILEVER
D S
_ _ -M-ER L -TRUS- — — — — STAIR LANDING
® a 1#4 016" o.c. TEMP.
N TB 1#4 012" o.c. TOP X 4' -0 "LONG
O O W /90 ACI HOOK 8" LONG
/ ®TA IS ® 2ND I ~ -B.+ —�1 - TOP OF KNEE
j FLOOR EVEL G -6.3K — O O WALL 14 -6'
r M GIRDER TRUSS
t 1#4 0 12" o.c. TOP
/ 2 2 "x E" RT WOOD R DER N 5 W /90 ACI HOOK 8 LONG
r q K LTly. g In Cg 1 #4 REINFORCING BAR
5 ,>3 BIA. E AN RS I I I ' I I S 2 N ® 12 OC BOTTOM.
1 O.C. MIN. EMB. 4 - ' R„G NOTE: I TOP OF CONC. BEAM
m TRUSS MANUF CTRUER /TO PROVIDE ELEV. +11' -11'
w LB. VERTICAL MEM ®STEEL
COLUMN CONNE= C8 2
N
SS MANUFACTRUER TO R OVIDE CO 1 #4 012" o.c. TOP X 4' -0 "LONG
W /90 ACI HOOK 8" LONG
/ TICAL MEMBER ® STEEL O O
/, Ct COLUMN CONNECTOR Tg_8
L.B.
"
f II =6m o
5 THICK CONCRETE SLAB
S- S -2 — Nm
— 2M CARDER TRUSS 003 O TB -7 TB -7
0 0
- 6
/ c =2.9K ® G=7. 3K I I I I 2 "xs" PT LEDGER I I I I I I I I I I
r l I I I I I I I I I I I5 ,8 E IA o onNC XF�TE S c 2.oK
®1 O.C. MI EM 4-
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i 3® LB. -2 x _LATE AL BR ICE ® 10 0 o.c.
fi W
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ci x: / =3070# N A A �AJ.PJPE D TO C CRETE EAM ? �c
O �_1 6 TYP Wo D AMI�IL FAXP, - CHOR
p Rxcp I ®t C1 =1050 O
® 1 N ® B -8
1241 B_ 8
B -1 1
TYP 1241 2 2 "8 " PT L -- -- -- LB. -- -- — O CID
°0 of
TYP �)5� DIA� Lll CEX . S S 2 = S? 2
;I a I `j ®" 12' c. MI .EMB. -a I I 2 I
m -- — — — — — — -- - — — -- M I I I I I I I I I I I I I I I I i I I I
1 op
N m I I m 2 "X4 "P WOOD NAILE
,x ATTACHED TO ONCRE O
N W /1/4 DIAM 2 -3/ LONG
m I TAPCO S GG®6 oc NAI B -15 C5 B -15
W� Od IIN LS N 4�ER
I 1600 1
� 2 m
Ct TYP _
(Y- LB.= "x4" TERAL RACE 6' -0 0. _- -_- - -_ -- - O _ 800 w
o 1 2 "x4" -BRACT G m 1 m
160 0 O : - o.c. AX. TYP 0
Cli Io
TYP +0
Wj0 O ELEV. +9' -7" > O
Omw O L.B. TOP OF CONC. BEAM -1 a
Uj
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O O O O O O O O O O ! O O O O
GjRD ER JUSS O TFIRE 1111011 111110 (O
TB -1 T8- ABO • B o RB- STRUCTURAL ENGINEERS � � 1,1111
8F8- B BE N 6 B W Alex Kondrat - P.E. #58086 ;� �,��`�>, tiC `'•
12900 S1rY 128 Street, Suite 104 °�``.`° *1 "' '•'
500 t 241 3795 C3 8 -10 C3 2 4 5 Miami, Florida 33186 = A =�,; �'��,` ;: ri,.��
TYP TYP 4 = 4# Ph. (786) 293 -2888 Fax. (786) 293 -2878 o % 3795
G =3953# b ELEV. 12' -4" 4 = ;
C R LRAMI�IC PI A 4,�.:
ELEV. 12' -4" T.O. CONC. BEAM G =3953# � N f 1 C � � 1
T.O. CONC. BEAM 500 I �j J FLOOR ��_ f� U ..
TYP
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DATE 05 -06 -05
SCALE AS SHOWN
DRAWN JC
JOB 0504
SHEET
S 2
SHEET 2 OF 6
REG. No. 10, 154
PERIMETER NAILING
#6 ® 40" o.c. VERTICAL
10d NAILS ® 4 "o.c.
9+ 1•�j
TYPICAL SECOND FLOOR
2X4 PT WOOD NAILER
WALLS. U.N.O.
ATTACHED TO MASONRY BLOCK
b+
SPLICES TO BE 42"
W/1/4" DIAM X 2.75" LONG
TAPCONS
SCREWS ® 6" OC.
15+
EL_nd FLOOR 2 -8
10d NAILS @ 6 "o.c.
INT. SUPPORTS
(TYPICAL)
NOTE:
TRUSS MANUFACTRUER TO PROVIDE TOP OF T. B.
VERTICAL MEMBER ® STEEL
ELEV.= +12'-4"
•`
r
In O z }_--
1 .
Q
COLUMN CONNECTOR
w O J a o_
(n J W
8
T
0 Of
3.
w
I- °o V) U-
#6 VERTICAL SEE
2 "x6" LATERAL BRACING
® 10 "- 0 "o.c.
1/4" �TYP
PLANS FOR LOCATION
w/ 2 -16d NAILS EA. TRUSS
AND SPACING
5 "x3.5 "x1/4" STL COLUMN
PROVIDE 2X4 MASONRY WOOD NAILER
0 LL
Fy=46 KSI
W/ (2) 1/4 "X2- 3 /4 "LONG
DIAM TAPCON SCREWS ® EACH LATERAL
BRACE OCCURANCE
* 3.5" FOR 2 MEMBER CARDER
* 5" FOR 3 MEMBER GIRDER
WOOD FLOOR
C
DETAIL
(PARALLEL TO WALL)
N.T.S. S -2
N.T.S.
c
BUCKET SPECIFICATION:
- ALL 1/2- 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.
0
RAGM w/ 10d NAILS ® 6" o.c.
ORTS AND 4" o.c. AT PANEL
EDGE BLOCKING 2' NOMINAL.
ALL BE GLUED W ADHESIVES
MENTS OF AFG- 1 (TYPICAL). JN 11
D_
W
o PREFAB ENG. WOOD
TRUSSES 0 24 "o.c.
m
OVIDE 2 "x4" PT BLOCKING BETWEEN
EACH TRUSSES. FASTEN BLOCKING
AM. TAPCONS x 3-1/2"I-G. TO CMU
6d NAILS TOE NAILED ® EACH END.
BLOCKING W /10d NAILS ® 4" oc.
WOOD FLOOR CONNECTION
(PERPENDICULAR TO WALL)
N.T.S.
V 1/4�
3" 3" 4 -1/2 "DIAM x 5" WELDED
NELSON STUDS.
FIELD VERIFY DIMENSION i / -
VERIFY DIMENSION WITH
TRUSS MANUCTACTURER "
3 -1/2' FOR 2 MEMBER--, , a t a "
5" FOR 3 MEMBER A �. o
FIELD VERIFY DIMENSION
12x8 "x.75" EMBEDDED /
STEEL PLATE W1 /222 777 SECTION A �Q
DIAM x 5 "LONG
HEADED STUDS. NOTE:
- ALL EXPANSION BOLTS TO BE HILTI KWIK BOLT 11. 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 REQUIREO.
STEEL BUCKET DETAIL 6
SCALE: 1 " =1' -0" —
-#6 CAD 40" oc
TYPICAL SECOND FLOOR
WALLS. U.O.N.
SPLICES TO BE 42"
TOP OF T.B.
ELEV.= +12'-4"
`— TB
#5 ® 48" oc UON
TYPICAL FIRST FLOOR
SEE FOUNDATION
PLANS FOR SPACING
6' BUCKET SPECIFICATION:
i+ - 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.
3 O 0 - ALL BOLT HOLES TO BE 7/8" DIAM. FOR 3/4" DIAM. BOLTS.
h BUCKET UPLIFT CAPACITY FOR TWO MEMBER:
- FROM NOS TABLE 83B ONE 3/4- DIAM. THRU BOLT IN
12' 12 - DOUBLE SHEAR,EQUAB:
2 3 LOAD PERPENDICULAR TO GRAIN = 1,330 LBS
h LOAD PARALLEL TO GRAIN = 2,550 LBS
4° �+ - 1MTH 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 C:)
N.T.S. S -2
VERIFY DIMENSION NTHR
jFOR "M3 MEMBER 2 MEVBER
500
1
TYP
1831
2
G =1907#
0I�I�) m
5.
2" 2" 3•
- ALNL EXPANSION BOLTS TO BE HILTI KWIK BOLT II 5/8" DIAM.
ALL 1/2" DIAM THRU BOLTS TO BE ASTM A307.
ALL 1/4" THICK 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 3/4" DIAM. FOR 5/8" DIAM. BOLTS.
USE PLYWOOD FILLERS WHEN REQUIRED.
- - ALLOWABLE GRAVITY LOADS FOR SPECIFIED BOLT (MIN. EMBEDMENT 4 -3/4 ")
CAPACITY = 8.000 LBS
HANGER DETAIL 3
SCALE: N.T.S. S -2
ELEV. 12' -4" --J�
T.O. CONC. BEAM 500
1010 1 1010
2 TYP 2
G =1052# G =1052#
-1 TB -1 B -16 C8
O 'O O O 'O O M11111RIMM1111111 Q-M"
O
O 1
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I o pTyp O $4 2 4
G =1907#
I
m
ELEV. +- 12' -4"
TOP OF CONC. BE ,M
1500
2 10-0)] TYP
t`
- I
m
500
CT-y! P
I
C0
ELEV. +12' -4"
TOP OF CONC. BEAM
—j
TYP r`
TB -1
IX r 2 2 "x8r�T WOOD LEDGER I N A M 101 ` I I U 1 #4 ®16" o.c. TEMP.
O -2
TA 410 O O FOR SCUPPER LOCATION
r T �, D TO ONCR AM 6 C1
I I I V{I 5[,$ UTA. HI EXP.,IORS =1050 6 I ( I I I ( SEE ARCHITECTURAL PLANS
r G =1.5K TYP 1 o C. MIN. EMB. 4 -0 G 1052# ( I
1#4 012" o.c. TOP X 4' -0 "LONG
W 190 ACI HOOK 8" LONG
1 #4 ® 12" o.c. TOP
/ Im I I $fir I I I I I I I I I I I I at<° m s w /so ACI HOOK a" LONG
/ O ON 1 1
" THICK CONCRETE SLAB S -5
_ate — —L . =2 "x6 LATERAL BRAE ®1 ' =0" o — — — _a — /
/ w — —
/ Z) 1 #4 REINFORCING BAR
tog ® 12" OC BOTTOM.
012" o.c. TOP X V -0 "LONG
/ C1 W/90 ACI HOOK 8" LONG
TRUS MANU CTRU TO P OVIOE
/ VERTI AL M BER ® STEEL _ O TB -1
i 3 1 I I I COLUMN CONNECTOR I I 1 15 1 1 1 I l
G =7
/ .1K =t6. S 2 3 0 0
S -2
S -2 � CONCRETE CATILEVER
D S
_ _ -M-ER L -TRUS- — — — — STAIR LANDING
® a 1#4 016" o.c. TEMP.
N TB 1#4 012" o.c. TOP X 4' -0 "LONG
O O W /90 ACI HOOK 8" LONG
/ ®TA IS ® 2ND I ~ -B.+ —�1 - TOP OF KNEE
j FLOOR EVEL G -6.3K — O O WALL 14 -6'
r M GIRDER TRUSS
t 1#4 0 12" o.c. TOP
/ 2 2 "x E" RT WOOD R DER N 5 W /90 ACI HOOK 8 LONG
r q K LTly. g In Cg 1 #4 REINFORCING BAR
5 ,>3 BIA. E AN RS I I I ' I I S 2 N ® 12 OC BOTTOM.
1 O.C. MIN. EMB. 4 - ' R„G NOTE: I TOP OF CONC. BEAM
m TRUSS MANUF CTRUER /TO PROVIDE ELEV. +11' -11'
w LB. VERTICAL MEM ®STEEL
COLUMN CONNE= C8 2
N
SS MANUFACTRUER TO R OVIDE CO 1 #4 012" o.c. TOP X 4' -0 "LONG
W /90 ACI HOOK 8" LONG
/ TICAL MEMBER ® STEEL O O
/, Ct COLUMN CONNECTOR Tg_8
L.B.
"
f II =6m o
5 THICK CONCRETE SLAB
S- S -2 — Nm
— 2M CARDER TRUSS 003 O TB -7 TB -7
0 0
- 6
/ c =2.9K ® G=7. 3K I I I I 2 "xs" PT LEDGER I I I I I I I I I I
r l I I I I I I I I I I I5 ,8 E IA o onNC XF�TE S c 2.oK
®1 O.C. MI EM 4-
d O
1 ON r r .- r LB. m
i 3® LB. -2 x _LATE AL BR ICE ® 10 0 o.c.
fi W
r OD �
247 I I ?¢ I G =1. K TYP —+ —) i— f- —I- —I — —i —l— �--, »� —1— �-- -{}�im —I—
0.
G =3070# ( I m o I 2 4 7 1 1 1 1 ( (2 2 "x8" PT LEDG I It I- B•2 x8 LARAL BRACE ®10 o.ar. a O
ci x: / =3070# N A A �AJ.PJPE D TO C CRETE EAM ? �c
O �_1 6 TYP Wo D AMI�IL FAXP, - CHOR
p Rxcp I ®t C1 =1050 O
® 1 N ® B -8
1241 B_ 8
B -1 1
TYP 1241 2 2 "8 " PT L -- -- -- LB. -- -- — O CID
°0 of
TYP �)5� DIA� Lll CEX . S S 2 = S? 2
;I a I `j ®" 12' c. MI .EMB. -a I I 2 I
m -- — — — — — — -- - — — -- M I I I I I I I I I I I I I I I I i I I I
1 op
N m I I m 2 "X4 "P WOOD NAILE
,x ATTACHED TO ONCRE O
N W /1/4 DIAM 2 -3/ LONG
m I TAPCO S GG®6 oc NAI B -15 C5 B -15
W� Od IIN LS N 4�ER
I 1600 1
� 2 m
Ct TYP _
(Y- LB.= "x4" TERAL RACE 6' -0 0. _- -_- - -_ -- - O _ 800 w
o 1 2 "x4" -BRACT G m 1 m
160 0 O : - o.c. AX. TYP 0
Cli Io
TYP +0
Wj0 O ELEV. +9' -7" > O
Omw O L.B. TOP OF CONC. BEAM -1 a
Uj
r
O �oul-) m
I 00
CD ° AI ex Kon dra t & Associates In c.
O O O O O O O O O O ! O O O O
GjRD ER JUSS O TFIRE 1111011 111110 (O
TB -1 T8- ABO • B o RB- STRUCTURAL ENGINEERS � � 1,1111
8F8- B BE N 6 B W Alex Kondrat - P.E. #58086 ;� �,��`�>, tiC `'•
12900 S1rY 128 Street, Suite 104 °�``.`° *1 "' '•'
500 t 241 3795 C3 8 -10 C3 2 4 5 Miami, Florida 33186 = A =�,; �'��,` ;: ri,.��
TYP TYP 4 = 4# Ph. (786) 293 -2888 Fax. (786) 293 -2878 o % 3795
G =3953# b ELEV. 12' -4" 4 = ;
C R LRAMI�IC PI A 4,�.:
ELEV. 12' -4" T.O. CONC. BEAM G =3953# � N f 1 C � � 1
T.O. CONC. BEAM 500 I �j J FLOOR ��_ f� U ..
TYP
REVISION BY
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DATE 05 -06 -05
SCALE AS SHOWN
DRAWN JC
JOB 0504
SHEET
S 2
SHEET 2 OF 6
REG. No. 10, 154
WOOD FLOOR CONNECTION
(PERPENDICULAR TO WALL)
N.T.S.
V 1/4�
3" 3" 4 -1/2 "DIAM x 5" WELDED
NELSON STUDS.
FIELD VERIFY DIMENSION i / -
VERIFY DIMENSION WITH
TRUSS MANUCTACTURER "
3 -1/2' FOR 2 MEMBER--, , a t a "
5" FOR 3 MEMBER A �. o
FIELD VERIFY DIMENSION
12x8 "x.75" EMBEDDED /
STEEL PLATE W1 /222 777 SECTION A �Q
DIAM x 5 "LONG
HEADED STUDS. NOTE:
- ALL EXPANSION BOLTS TO BE HILTI KWIK BOLT 11. 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 REQUIREO.
STEEL BUCKET DETAIL 6
SCALE: 1 " =1' -0" —
-#6 CAD 40" oc
TYPICAL SECOND FLOOR
WALLS. U.O.N.
SPLICES TO BE 42"
TOP OF T.B.
ELEV.= +12'-4"
`— TB
#5 ® 48" oc UON
TYPICAL FIRST FLOOR
SEE FOUNDATION
PLANS FOR SPACING
6' BUCKET SPECIFICATION:
i+ - 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.
3 O 0 - ALL BOLT HOLES TO BE 7/8" DIAM. FOR 3/4" DIAM. BOLTS.
h BUCKET UPLIFT CAPACITY FOR TWO MEMBER:
- FROM NOS TABLE 83B ONE 3/4- DIAM. THRU BOLT IN
12' 12 - DOUBLE SHEAR,EQUAB:
2 3 LOAD PERPENDICULAR TO GRAIN = 1,330 LBS
h LOAD PARALLEL TO GRAIN = 2,550 LBS
4° �+ - 1MTH 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 C:)
N.T.S. S -2
VERIFY DIMENSION NTHR
jFOR "M3 MEMBER 2 MEVBER
500
1
TYP
1831
2
G =1907#
0I�I�) m
5.
2" 2" 3•
- ALNL EXPANSION BOLTS TO BE HILTI KWIK BOLT II 5/8" DIAM.
ALL 1/2" DIAM THRU BOLTS TO BE ASTM A307.
ALL 1/4" THICK 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 3/4" DIAM. FOR 5/8" DIAM. BOLTS.
USE PLYWOOD FILLERS WHEN REQUIRED.
- - ALLOWABLE GRAVITY LOADS FOR SPECIFIED BOLT (MIN. EMBEDMENT 4 -3/4 ")
CAPACITY = 8.000 LBS
HANGER DETAIL 3
SCALE: N.T.S. S -2
ELEV. 12' -4" --J�
T.O. CONC. BEAM 500
1010 1 1010
2 TYP 2
G =1052# G =1052#
-1 TB -1 B -16 C8
O 'O O O 'O O M11111RIMM1111111 Q-M"
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I
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ELEV. +- 12' -4"
TOP OF CONC. BE ,M
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500
CT-y! P
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ELEV. +12' -4"
TOP OF CONC. BEAM
—j
TYP r`
TB -1
IX r 2 2 "x8r�T WOOD LEDGER I N A M 101 ` I I U 1 #4 ®16" o.c. TEMP.
O -2
TA 410 O O FOR SCUPPER LOCATION
r T �, D TO ONCR AM 6 C1
I I I V{I 5[,$ UTA. HI EXP.,IORS =1050 6 I ( I I I ( SEE ARCHITECTURAL PLANS
r G =1.5K TYP 1 o C. MIN. EMB. 4 -0 G 1052# ( I
1#4 012" o.c. TOP X 4' -0 "LONG
W 190 ACI HOOK 8" LONG
1 #4 ® 12" o.c. TOP
/ Im I I $fir I I I I I I I I I I I I at<° m s w /so ACI HOOK a" LONG
/ O ON 1 1
" THICK CONCRETE SLAB S -5
_ate — —L . =2 "x6 LATERAL BRAE ®1 ' =0" o — — — _a — /
/ w — —
/ Z) 1 #4 REINFORCING BAR
tog ® 12" OC BOTTOM.
012" o.c. TOP X V -0 "LONG
/ C1 W/90 ACI HOOK 8" LONG
TRUS MANU CTRU TO P OVIOE
/ VERTI AL M BER ® STEEL _ O TB -1
i 3 1 I I I COLUMN CONNECTOR I I 1 15 1 1 1 I l
G =7
/ .1K =t6. S 2 3 0 0
S -2
S -2 � CONCRETE CATILEVER
D S
_ _ -M-ER L -TRUS- — — — — STAIR LANDING
® a 1#4 016" o.c. TEMP.
N TB 1#4 012" o.c. TOP X 4' -0 "LONG
O O W /90 ACI HOOK 8" LONG
/ ®TA IS ® 2ND I ~ -B.+ —�1 - TOP OF KNEE
j FLOOR EVEL G -6.3K — O O WALL 14 -6'
r M GIRDER TRUSS
t 1#4 0 12" o.c. TOP
/ 2 2 "x E" RT WOOD R DER N 5 W /90 ACI HOOK 8 LONG
r q K LTly. g In Cg 1 #4 REINFORCING BAR
5 ,>3 BIA. E AN RS I I I ' I I S 2 N ® 12 OC BOTTOM.
1 O.C. MIN. EMB. 4 - ' R„G NOTE: I TOP OF CONC. BEAM
m TRUSS MANUF CTRUER /TO PROVIDE ELEV. +11' -11'
w LB. VERTICAL MEM ®STEEL
COLUMN CONNE= C8 2
N
SS MANUFACTRUER TO R OVIDE CO 1 #4 012" o.c. TOP X 4' -0 "LONG
W /90 ACI HOOK 8" LONG
/ TICAL MEMBER ® STEEL O O
/, Ct COLUMN CONNECTOR Tg_8
L.B.
"
f II =6m o
5 THICK CONCRETE SLAB
S- S -2 — Nm
— 2M CARDER TRUSS 003 O TB -7 TB -7
0 0
- 6
/ c =2.9K ® G=7. 3K I I I I 2 "xs" PT LEDGER I I I I I I I I I I
r l I I I I I I I I I I I5 ,8 E IA o onNC XF�TE S c 2.oK
®1 O.C. MI EM 4-
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i 3® LB. -2 x _LATE AL BR ICE ® 10 0 o.c.
fi W
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ci x: / =3070# N A A �AJ.PJPE D TO C CRETE EAM ? �c
O �_1 6 TYP Wo D AMI�IL FAXP, - CHOR
p Rxcp I ®t C1 =1050 O
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1241 B_ 8
B -1 1
TYP 1241 2 2 "8 " PT L -- -- -- LB. -- -- — O CID
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TYP �)5� DIA� Lll CEX . S S 2 = S? 2
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,x ATTACHED TO ONCRE O
N W /1/4 DIAM 2 -3/ LONG
m I TAPCO S GG®6 oc NAI B -15 C5 B -15
W� Od IIN LS N 4�ER
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� 2 m
Ct TYP _
(Y- LB.= "x4" TERAL RACE 6' -0 0. _- -_- - -_ -- - O _ 800 w
o 1 2 "x4" -BRACT G m 1 m
160 0 O : - o.c. AX. TYP 0
Cli Io
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Wj0 O ELEV. +9' -7" > O
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O O O O O O O O O O ! O O O O
GjRD ER JUSS O TFIRE 1111011 111110 (O
TB -1 T8- ABO • B o RB- STRUCTURAL ENGINEERS � � 1,1111
8F8- B BE N 6 B W Alex Kondrat - P.E. #58086 ;� �,��`�>, tiC `'•
12900 S1rY 128 Street, Suite 104 °�``.`° *1 "' '•'
500 t 241 3795 C3 8 -10 C3 2 4 5 Miami, Florida 33186 = A =�,; �'��,` ;: ri,.��
TYP TYP 4 = 4# Ph. (786) 293 -2888 Fax. (786) 293 -2878 o % 3795
G =3953# b ELEV. 12' -4" 4 = ;
C R LRAMI�IC PI A 4,�.:
ELEV. 12' -4" T.O. CONC. BEAM G =3953# � N f 1 C � � 1
T.O. CONC. BEAM 500 I �j J FLOOR ��_ f� U ..
TYP
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DRAWN JC
JOB 0504
SHEET
S 2
SHEET 2 OF 6
REG. No. 10, 154
HANGER DETAIL 3
SCALE: N.T.S. S -2
ELEV. 12' -4" --J�
T.O. CONC. BEAM 500
1010 1 1010
2 TYP 2
G =1052# G =1052#
-1 TB -1 B -16 C8
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TOP OF CONC. BE ,M
1500
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CT-y! P
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ELEV. +12' -4"
TOP OF CONC. BEAM
—j
TYP r`
TB -1
IX r 2 2 "x8r�T WOOD LEDGER I N A M 101 ` I I U 1 #4 ®16" o.c. TEMP.
O -2
TA 410 O O FOR SCUPPER LOCATION
r T �, D TO ONCR AM 6 C1
I I I V{I 5[,$ UTA. HI EXP.,IORS =1050 6 I ( I I I ( SEE ARCHITECTURAL PLANS
r G =1.5K TYP 1 o C. MIN. EMB. 4 -0 G 1052# ( I
1#4 012" o.c. TOP X 4' -0 "LONG
W 190 ACI HOOK 8" LONG
1 #4 ® 12" o.c. TOP
/ Im I I $fir I I I I I I I I I I I I at<° m s w /so ACI HOOK a" LONG
/ O ON 1 1
" THICK CONCRETE SLAB S -5
_ate — —L . =2 "x6 LATERAL BRAE ®1 ' =0" o — — — _a — /
/ w — —
/ Z) 1 #4 REINFORCING BAR
tog ® 12" OC BOTTOM.
012" o.c. TOP X V -0 "LONG
/ C1 W/90 ACI HOOK 8" LONG
TRUS MANU CTRU TO P OVIOE
/ VERTI AL M BER ® STEEL _ O TB -1
i 3 1 I I I COLUMN CONNECTOR I I 1 15 1 1 1 I l
G =7
/ .1K =t6. S 2 3 0 0
S -2
S -2 � CONCRETE CATILEVER
D S
_ _ -M-ER L -TRUS- — — — — STAIR LANDING
® a 1#4 016" o.c. TEMP.
N TB 1#4 012" o.c. TOP X 4' -0 "LONG
O O W /90 ACI HOOK 8" LONG
/ ®TA IS ® 2ND I ~ -B.+ —�1 - TOP OF KNEE
j FLOOR EVEL G -6.3K — O O WALL 14 -6'
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r q K LTly. g In Cg 1 #4 REINFORCING BAR
5 ,>3 BIA. E AN RS I I I ' I I S 2 N ® 12 OC BOTTOM.
1 O.C. MIN. EMB. 4 - ' R„G NOTE: I TOP OF CONC. BEAM
m TRUSS MANUF CTRUER /TO PROVIDE ELEV. +11' -11'
w LB. VERTICAL MEM ®STEEL
COLUMN CONNE= C8 2
N
SS MANUFACTRUER TO R OVIDE CO 1 #4 012" o.c. TOP X 4' -0 "LONG
W /90 ACI HOOK 8" LONG
/ TICAL MEMBER ® STEEL O O
/, Ct COLUMN CONNECTOR Tg_8
L.B.
"
f II =6m o
5 THICK CONCRETE SLAB
S- S -2 — Nm
— 2M CARDER TRUSS 003 O TB -7 TB -7
0 0
- 6
/ c =2.9K ® G=7. 3K I I I I 2 "xs" PT LEDGER I I I I I I I I I I
r l I I I I I I I I I I I5 ,8 E IA o onNC XF�TE S c 2.oK
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fi W
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ci x: / =3070# N A A �AJ.PJPE D TO C CRETE EAM ? �c
O �_1 6 TYP Wo D AMI�IL FAXP, - CHOR
p Rxcp I ®t C1 =1050 O
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B -1 1
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°0 of
TYP �)5� DIA� Lll CEX . S S 2 = S? 2
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,x ATTACHED TO ONCRE O
N W /1/4 DIAM 2 -3/ LONG
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W� Od IIN LS N 4�ER
I 1600 1
� 2 m
Ct TYP _
(Y- LB.= "x4" TERAL RACE 6' -0 0. _- -_- - -_ -- - O _ 800 w
o 1 2 "x4" -BRACT G m 1 m
160 0 O : - o.c. AX. TYP 0
Cli Io
TYP +0
Wj0 O ELEV. +9' -7" > O
Omw O L.B. TOP OF CONC. BEAM -1 a
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O O O O O O O O O O ! O O O O
GjRD ER JUSS O TFIRE 1111011 111110 (O
TB -1 T8- ABO • B o RB- STRUCTURAL ENGINEERS � � 1,1111
8F8- B BE N 6 B W Alex Kondrat - P.E. #58086 ;� �,��`�>, tiC `'•
12900 S1rY 128 Street, Suite 104 °�``.`° *1 "' '•'
500 t 241 3795 C3 8 -10 C3 2 4 5 Miami, Florida 33186 = A =�,; �'��,` ;: ri,.��
TYP TYP 4 = 4# Ph. (786) 293 -2888 Fax. (786) 293 -2878 o % 3795
G =3953# b ELEV. 12' -4" 4 = ;
C R LRAMI�IC PI A 4,�.:
ELEV. 12' -4" T.O. CONC. BEAM G =3953# � N f 1 C � � 1
T.O. CONC. BEAM 500 I �j J FLOOR ��_ f� U ..
TYP
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DRAWN JC
JOB 0504
SHEET
S 2
SHEET 2 OF 6
REG. No. 10, 154
G =1907#
I
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ELEV. +- 12' -4"
TOP OF CONC. BE ,M
1500
2 10-0)] TYP
t`
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500
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TOP OF CONC. BEAM
—j
TYP r`
TB -1
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O -2
TA 410 O O FOR SCUPPER LOCATION
r T �, D TO ONCR AM 6 C1
I I I V{I 5[,$ UTA. HI EXP.,IORS =1050 6 I ( I I I ( SEE ARCHITECTURAL PLANS
r G =1.5K TYP 1 o C. MIN. EMB. 4 -0 G 1052# ( I
1#4 012" o.c. TOP X 4' -0 "LONG
W 190 ACI HOOK 8" LONG
1 #4 ® 12" o.c. TOP
/ Im I I $fir I I I I I I I I I I I I at<° m s w /so ACI HOOK a" LONG
/ O ON 1 1
" THICK CONCRETE SLAB S -5
_ate — —L . =2 "x6 LATERAL BRAE ®1 ' =0" o — — — _a — /
/ w — —
/ Z) 1 #4 REINFORCING BAR
tog ® 12" OC BOTTOM.
012" o.c. TOP X V -0 "LONG
/ C1 W/90 ACI HOOK 8" LONG
TRUS MANU CTRU TO P OVIOE
/ VERTI AL M BER ® STEEL _ O TB -1
i 3 1 I I I COLUMN CONNECTOR I I 1 15 1 1 1 I l
G =7
/ .1K =t6. S 2 3 0 0
S -2
S -2 � CONCRETE CATILEVER
D S
_ _ -M-ER L -TRUS- — — — — STAIR LANDING
® a 1#4 016" o.c. TEMP.
N TB 1#4 012" o.c. TOP X 4' -0 "LONG
O O W /90 ACI HOOK 8" LONG
/ ®TA IS ® 2ND I ~ -B.+ —�1 - TOP OF KNEE
j FLOOR EVEL G -6.3K — O O WALL 14 -6'
r M GIRDER TRUSS
t 1#4 0 12" o.c. TOP
/ 2 2 "x E" RT WOOD R DER N 5 W /90 ACI HOOK 8 LONG
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5 ,>3 BIA. E AN RS I I I ' I I S 2 N ® 12 OC BOTTOM.
1 O.C. MIN. EMB. 4 - ' R„G NOTE: I TOP OF CONC. BEAM
m TRUSS MANUF CTRUER /TO PROVIDE ELEV. +11' -11'
w LB. VERTICAL MEM ®STEEL
COLUMN CONNE= C8 2
N
SS MANUFACTRUER TO R OVIDE CO 1 #4 012" o.c. TOP X 4' -0 "LONG
W /90 ACI HOOK 8" LONG
/ TICAL MEMBER ® STEEL O O
/, Ct COLUMN CONNECTOR Tg_8
L.B.
"
f II =6m o
5 THICK CONCRETE SLAB
S- S -2 — Nm
— 2M CARDER TRUSS 003 O TB -7 TB -7
0 0
- 6
/ c =2.9K ® G=7. 3K I I I I 2 "xs" PT LEDGER I I I I I I I I I I
r l I I I I I I I I I I I5 ,8 E IA o onNC XF�TE S c 2.oK
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0.
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ci x: / =3070# N A A �AJ.PJPE D TO C CRETE EAM ? �c
O �_1 6 TYP Wo D AMI�IL FAXP, - CHOR
p Rxcp I ®t C1 =1050 O
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1241 B_ 8
B -1 1
TYP 1241 2 2 "8 " PT L -- -- -- LB. -- -- — O CID
°0 of
TYP �)5� DIA� Lll CEX . S S 2 = S? 2
;I a I `j ®" 12' c. MI .EMB. -a I I 2 I
m -- — — — — — — -- - — — -- M I I I I I I I I I I I I I I I I i I I I
1 op
N m I I m 2 "X4 "P WOOD NAILE
,x ATTACHED TO ONCRE O
N W /1/4 DIAM 2 -3/ LONG
m I TAPCO S GG®6 oc NAI B -15 C5 B -15
W� Od IIN LS N 4�ER
I 1600 1
� 2 m
Ct TYP _
(Y- LB.= "x4" TERAL RACE 6' -0 0. _- -_- - -_ -- - O _ 800 w
o 1 2 "x4" -BRACT G m 1 m
160 0 O : - o.c. AX. TYP 0
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TYP +0
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Omw O L.B. TOP OF CONC. BEAM -1 a
Uj
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CD ° AI ex Kon dra t & Associates In c.
O O O O O O O O O O ! O O O O
GjRD ER JUSS O TFIRE 1111011 111110 (O
TB -1 T8- ABO • B o RB- STRUCTURAL ENGINEERS � � 1,1111
8F8- B BE N 6 B W Alex Kondrat - P.E. #58086 ;� �,��`�>, tiC `'•
12900 S1rY 128 Street, Suite 104 °�``.`° *1 "' '•'
500 t 241 3795 C3 8 -10 C3 2 4 5 Miami, Florida 33186 = A =�,; �'��,` ;: ri,.��
TYP TYP 4 = 4# Ph. (786) 293 -2888 Fax. (786) 293 -2878 o % 3795
G =3953# b ELEV. 12' -4" 4 = ;
C R LRAMI�IC PI A 4,�.:
ELEV. 12' -4" T.O. CONC. BEAM G =3953# � N f 1 C � � 1
T.O. CONC. BEAM 500 I �j J FLOOR ��_ f� U ..
TYP
REVISION BY
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DATE 05 -06 -05
SCALE AS SHOWN
DRAWN JC
JOB 0504
SHEET
S 2
SHEET 2 OF 6
REG. No. 10, 154