05-1502-002EXISTING WALL TO
REMAIN,
r
POST RAIL" EXTRA STRONG
STEEL PIPE FULLY WELDED
ALL AROUND
%EXISTING CONCRETE
✓ LANDING TO REMAIN,.
N" "I
*---- PROVIDE $I6 "x b "x b In"
STEEL PLATE W/ 2 -3 /6" DIAM.
EXPANSION BOLTS W/ 5"
EMBEDMENT,
CONNECTION DETAIL
SCALEd I/2"•1' -O"
- PROVIDE 3 /6"x 4 "x4" STEEL PLATE
W/ 1 -3 /6" EXPANSION BOLT W15"
EMBEDMENT.
5
5 -3
n
1IERTICAL STL PIPE BELOW.
PROVIDE I In ' DIAM.
EXTRA STRONG STEEL
S,l PIPE FULLY WELDED ALL.
AROUND.,
EXISTING
CONCRETE WALL
t0 REMAIN,
CONNECTION DETAIL
SCALE:I 1n ""1' -O"
EXISTING CONCRET
(LANDING SEE PLAA
�t
EXISTING CONCI
STAIRS TO RV
CONNECTION DETAIL
SCALE:1 In " "r -a°
TOP RAIL EXTRA I V DIAM. EXTRA
STRONG STEEL PIPE STRONG -i STEEL PIPE
FULLY WELDED ALL
AROUND,
3 /a "x4 "x 12 In "!' STEEL PLATE
W12 -3 /a" EXPANSION BOLT 0
SIDE W/ 5" EMBEDMENT
PROVIDE Ys "x4 "x121"
I M 4,, 3" 4" PLATE FULLY WELDED.
12" 3/a "x4 "x12#" STEEL PLATE
W/ 2-3/6" EXPANSION BOLT
SIDE W/ 5" EMBEDMENT
S -3
CONNECTION DETAIL r
SCALE:( in " "I' -0"
RAILING NOT SHOWN
FOR CLARITY,
STING
SONRT WALL
REMAIN.
ROVIDE 318 "x 4 "6" STEEL PLATE
1,1 -3 /a" EXPANSION BOLT W/ 5"
1BEDMENT.
(RE-4/,S-3)
CONNECTION DETAIL
SCALE:1
EXISTING COh
LANDING SEE
STEEL PLAlc wi
DIAM. BOLTS W/ 5"
EMBEDMENT.
(RE:8 /S--3)
CONNECTION DETAIL
SCALEa
POST RAIL EXTRA STRONG
STEEL PIPE FULLY WELDED
ALL AROUND.
SION
"
PROVIE
BRACKET SEE
Wl 2 -3 /6" E.
W)
EXIE
W
EXISTING CONCRETE
LANDING TO REMAIN.
PROVIDE 3/6 "x 4 "x
STEEL PLATE W/2 -3/8"
DIAM. EXPANSION BOLTS
W /5" EMBEDMENT.
CONNECTION DETAIL
SCALE:[
PROv1pE yr SADDLE
7 BRACKET SEE CONFIGURATION
W/ 2 -3 /t" EXPANSION BOLT
EXISTING N 4" W/ 5" EMBEDMENT
CONCRETE WALL STAGGERED,
TO REM
3.
REMAIN.
N
4
b„ 2
!IVu.
v
t.
,LL
t
+`--` POST RAIL EXTRA STRONG
STEEL PIPE FULLY WELDED
ALL AROUND.
CONNECTION DETAIL
SCALEJ
JUAN FERNANDEZ-- BARQUIN, P.E.
STRUCTURAL ENGINEER P.E. # 40114
THRESHOLD INSPECTOR # 0947
2520 N.W. 97th AVENUE, SUITE #240
DORAL, FLORIDA, 33172
PfIONE: 786-336-0881, FAX: 786- 336 -0884
jfbeng*bellsouth.net
i
SADDLE tRACKET ALL
FULLY WELDED.
Lij
U
co
THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW NEW StAIR GUARD 15 WI:Tta HANDRAILS^
ONLY, THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION D E TA I L5 OE r
DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS
ARE OBTAINED. JOB YMCA
w
PRINTS I REVISIONS LOCATION 4300 5W 58 th Avenue, Miami
6y
DATE TO DATE EY RDATE N Rev O CR" DESCRIPTION CUSTOMER'
k Q ARCHT / ENGR.
I I
AGERO ENTERFR15'F , INC.
A 14323 SLU 139' CT
MIAMI, EL 3318(
/� Tel: (30511- 2322ax;1305��i1 -2323
I� MADE— ....M CHECKED— DATE SEQ.
1. 1 J050 — - 5�4EET"3f�EV "
m
m
r
POST RAIL" EXTRA STRONG
STEEL PIPE FULLY WELDED
ALL AROUND
%EXISTING CONCRETE
✓ LANDING TO REMAIN,.
N" "I
*---- PROVIDE $I6 "x b "x b In"
STEEL PLATE W/ 2 -3 /6" DIAM.
EXPANSION BOLTS W/ 5"
EMBEDMENT,
CONNECTION DETAIL
SCALEd I/2"•1' -O"
- PROVIDE 3 /6"x 4 "x4" STEEL PLATE
W/ 1 -3 /6" EXPANSION BOLT W15"
EMBEDMENT.
5
5 -3
n
1IERTICAL STL PIPE BELOW.
PROVIDE I In ' DIAM.
EXTRA STRONG STEEL
S,l PIPE FULLY WELDED ALL.
AROUND.,
EXISTING
CONCRETE WALL
t0 REMAIN,
CONNECTION DETAIL
SCALE:I 1n ""1' -O"
EXISTING CONCRET
(LANDING SEE PLAA
�t
EXISTING CONCI
STAIRS TO RV
CONNECTION DETAIL
SCALE:1 In " "r -a°
TOP RAIL EXTRA I V DIAM. EXTRA
STRONG STEEL PIPE STRONG -i STEEL PIPE
FULLY WELDED ALL
AROUND,
3 /a "x4 "x 12 In "!' STEEL PLATE
W12 -3 /a" EXPANSION BOLT 0
SIDE W/ 5" EMBEDMENT
PROVIDE Ys "x4 "x121"
I M 4,, 3" 4" PLATE FULLY WELDED.
12" 3/a "x4 "x12#" STEEL PLATE
W/ 2-3/6" EXPANSION BOLT
SIDE W/ 5" EMBEDMENT
S -3
CONNECTION DETAIL r
SCALE:( in " "I' -0"
RAILING NOT SHOWN
FOR CLARITY,
STING
SONRT WALL
REMAIN.
ROVIDE 318 "x 4 "6" STEEL PLATE
1,1 -3 /a" EXPANSION BOLT W/ 5"
1BEDMENT.
(RE-4/,S-3)
CONNECTION DETAIL
SCALE:1
EXISTING COh
LANDING SEE
STEEL PLAlc wi
DIAM. BOLTS W/ 5"
EMBEDMENT.
(RE:8 /S--3)
CONNECTION DETAIL
SCALEa
POST RAIL EXTRA STRONG
STEEL PIPE FULLY WELDED
ALL AROUND.
SION
"
PROVIE
BRACKET SEE
Wl 2 -3 /6" E.
W)
EXIE
W
EXISTING CONCRETE
LANDING TO REMAIN.
PROVIDE 3/6 "x 4 "x
STEEL PLATE W/2 -3/8"
DIAM. EXPANSION BOLTS
W /5" EMBEDMENT.
CONNECTION DETAIL
SCALE:[
PROv1pE yr SADDLE
7 BRACKET SEE CONFIGURATION
W/ 2 -3 /t" EXPANSION BOLT
EXISTING N 4" W/ 5" EMBEDMENT
CONCRETE WALL STAGGERED,
TO REM
3.
REMAIN.
N
4
b„ 2
!IVu.
v
t.
,LL
t
+`--` POST RAIL EXTRA STRONG
STEEL PIPE FULLY WELDED
ALL AROUND.
CONNECTION DETAIL
SCALEJ
JUAN FERNANDEZ-- BARQUIN, P.E.
STRUCTURAL ENGINEER P.E. # 40114
THRESHOLD INSPECTOR # 0947
2520 N.W. 97th AVENUE, SUITE #240
DORAL, FLORIDA, 33172
PfIONE: 786-336-0881, FAX: 786- 336 -0884
jfbeng*bellsouth.net
i
SADDLE tRACKET ALL
FULLY WELDED.
Lij
U
co
THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW NEW StAIR GUARD 15 WI:Tta HANDRAILS^
ONLY, THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION D E TA I L5 OE r
DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS
ARE OBTAINED. JOB YMCA
w
PRINTS I REVISIONS LOCATION 4300 5W 58 th Avenue, Miami
6y
DATE TO DATE EY RDATE N Rev O CR" DESCRIPTION CUSTOMER'
k Q ARCHT / ENGR.
I I
AGERO ENTERFR15'F , INC.
A 14323 SLU 139' CT
MIAMI, EL 3318(
/� Tel: (30511- 2322ax;1305��i1 -2323
I� MADE— ....M CHECKED— DATE SEQ.
1. 1 J050 — - 5�4EET"3f�EV "
v
t.
,LL
t
+`--` POST RAIL EXTRA STRONG
STEEL PIPE FULLY WELDED
ALL AROUND.
CONNECTION DETAIL
SCALEJ
JUAN FERNANDEZ-- BARQUIN, P.E.
STRUCTURAL ENGINEER P.E. # 40114
THRESHOLD INSPECTOR # 0947
2520 N.W. 97th AVENUE, SUITE #240
DORAL, FLORIDA, 33172
PfIONE: 786-336-0881, FAX: 786- 336 -0884
jfbeng*bellsouth.net
i
SADDLE tRACKET ALL
FULLY WELDED.
Lij
U
co
THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW NEW StAIR GUARD 15 WI:Tta HANDRAILS^
ONLY, THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION D E TA I L5 OE r
DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS
ARE OBTAINED. JOB YMCA
w
PRINTS I REVISIONS LOCATION 4300 5W 58 th Avenue, Miami
6y
DATE TO DATE EY RDATE N Rev O CR" DESCRIPTION CUSTOMER'
k Q ARCHT / ENGR.
I I
AGERO ENTERFR15'F , INC.
A 14323 SLU 139' CT
MIAMI, EL 3318(
/� Tel: (30511- 2322ax;1305��i1 -2323
I� MADE— ....M CHECKED— DATE SEQ.
1. 1 J050 — - 5�4EET"3f�EV "