13-119-001v
STAIR 1 SIXTH FLOOR
SCALE: 114'= 1' -0'
3" HANDRAIL
STAIR 2 SIXTH FLOOR
SCALE: 1/,C= 1' -0'
4
STAIR 3 SIXTH FLOOR
SCALE: 1 /,C'= 1' -0'
4'-0" MAX
1Y250Y25c 6" STL POST
IV (Ili "7 V STL CAP
® lY2 0 HANDRAIL
`V) RETURN END
TO POST
® 1'-0
Y2 W' STL PICKETS @ 4" MAX OC TO-1
REJECT A 4"0 SPHERE. PICKETS TO
SUPPORT 25 PSF
TO REJECT A 6 "0 SPHERE
IYVAV1 KIii"STL CHANNEL
TOP OF STAIRS
SCALE: 3/,V= F-a'
JJ 11 11/"�I \✓1�lllV
STAIR 1 2nd THROUGH 5th FLOOR
SCALE: 114'- 1'-0"
36'
STAIR z' 2nd THROUGH 5th FLOOR
SCALE 114 '= 1'-U'
STAIR 3 2nd THROUGH 5th FLOOR
SCALE 114'= 1'4'
36 "H F
CHANNEL \-TO REJECT A 40 SPHERE -
TYP RAILING DETAIL
SCALE 314'= 1'-U'
STAIR 1 FIRST FLOOR
SCALE: 1/4 '= 1' -0'
4•-u' FAAA
IY,'h1YJ'SWSTLCAP IVIXIY2*A6 STL POST
471-1 RAILING
4
lz' m
UP
17' 0
36 "H HANDRAIL
zv f �
UP N
36 "H HANDRAIL
CHANNEL \-TO REJECT A 40 SPHERE -
TYP RAILING DETAIL
SCALE 314'= 1'-U'
STAIR 1 FIRST FLOOR
SCALE: 1/4 '= 1' -0'
STAIR 2 FIRST FLOOR
SCALE: 114'= I'-U'
r 36 "H HANDRAIL
471-1 RAILING
4
lz' m
UP
17' 0
36 "H HANDRAIL
zv f �
UP N
36 "H HANDRAIL
STAIR 2 FIRST FLOOR
SCALE: 114'= I'-U'
r 36 "H HANDRAIL
STAIR 3 FIRST FLOOR
SCALE: 1/4 '= 1'-U'
STEEL HANDRAIL WO SCHEDULE
' } 40 PIPE (O.D. = 1.66 ")
J
U.
U-
0 W
f- O
co
/6'0 STEEL HANDRA
BRACKET
(3) 5116 "0X% - EMBED
TAPCONS @ EACH BRACKET
HANDRAIL DETAIL
SCALE: 314'= 1'-17'
NOrE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.
STAIRS LANDING
SCALE: 314'= I'-0"
RAILING GENERAL NOTES:
1. ALL RAILING MEMBERS TO BE STEEL. ALL TUBES TO BE ASTM A500 Gr. B. ALL PIPES TO BE ASTM A53
Gr. B. (MIN. Fy = 46 KSI) ALL PLATES & ANGLES TO BE ASTM A36.
2. ALL FASTENERS TO BE STAINLESS STEEL.
3. EDGE DISTANCE FOR ALL ANCHORS AS PER MANUFACTURES SPECIFICATIONS.
4. ALL CONNECTIONS TO BE FULLY WELDED:
TYP
' /a'
5. ALL WELDS TO COMPLY WITH THE AWS CODE (LATEST EDITION).
6. ALL WELDS COVERED WITH CORROSION RESISTANT COATING.
7. ALL STRUCTURES DESIGNED', IN ACCORDANCE WITH 2010 FLORIDA BUILDING CODE, ASCE7 -10
AND AISC MANUAL OF STEEL CONSTRUCTION.
8. LOADING:
• POINT LOAD = 200 LB
• UNIFORM LOAD = 50 LB /FT
• PICKETS = 25 PSF
9. NOTIFY ENGINEER OF ANY ERRORS /OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS
NOT UNDERSTOOD.
10. CONTRACTOR TO FIELD VERIFY SUBSTRATE CONDITIONS PRIOR TO FABRICATION AND PRIOR TO
ATTACHING FRAMEWORK. SHOULD SUBSTRATE CONDITIONS IN THE FIELD DIFFER FROM THOSE
NOTED ON PLAN, ENGINEER MUST BE NOTIFIED BEFORE PROCEEDING.
11. CONCRETE GROUT SHALL BE DURA -ROK, BY ADHESIVES TECHNOLOGY.
SUBMITTAL DOCUMENT REVIEW
FORBES ARCHITECT'S WINN ' r;MIAt FZCIAL INC.
SUhM f TAL REVIEW
ACCEPTED AS SUBMITTED SU13Mf1TALttf
OACCEPTED AS NOTED •1EVIEV4W BY•
:DKIT ACCEPTED- REMMT ()ATE: ` , -
hese doctunents havf• been reviewed for conformance
tth design concept and Intent in general compliak*,
12ft *ACE : ttt the contract doc.r,rnE•nts The SUBCONTRACTOR
4�CCEY TrA A 1 E FOR tpsponsiblefor comfinimiq all duantttes and dimensions,
;O iFQ I�AESCE lulTq TIDE DESIGN CQPSCEPT - abncation and constrw lrl In n,Nthods and coordination
IMLY. THE =TflAA<C70W &IE REWOMSIBLE ,f this trade with all otrlf -r q,plit cable trades.
FOR ALL DUAOTITtES, 130933IONS AND ieview of these doctjrnt- f 6-o% not rPliPve the
OTI4IR REWAAW- 1175 SET FORTH BY THE - ,IJRr,r1NTRACTOR titan (.o/plume with the
contract documents.
4'-0" MAX
1Y25tIY2'Ve' STL CAP
\� 1Y2'0 HANDRAIL
IV5,1 I V%6" STL POST
VV2 STL f1CKETS @ 4" MAX OC TOE
REJECT A 4 SPHERE. PICKETS TO
SUPPORT 25 PSF
TO REJECT 60 SPHERE
11Y2XI'Ve' STL CHANNEL
BOTTOM OF STAIRS
SCALE: 314'= 1'-U'
I dY Ve" STL CAP
HANDRAIL WHERE
REQUIRED
Ne xIN" STL BRACKET
AT EACH POST
vl I I 1Y2"A1Y2'50 ' STL POST
NON - SHRINK GROUT
CONCRETE SLAB OR
STAIR TREAD
En En
4" MN
STAIR POST
SCALE: 1 112'= 1'-0"
RN END TO POST
0
An
V'AlY2 Va' STL CAP
1Y' 1KIV Did' STL POST
I- SHRINK GROUT
CONCRETE SLAB
RAILING POST
SCALE: 1 112'= 1' -0'
Constal Construction Company Architect:
Project:
Submittal: sHF{- 1r�P�'� PILE - c�r7l� pt 1
0 -00 Coral Gables, FL 33146 VECx�
Date: Received: -
Contractor:
Date Sent to A/E: �- � _
Coastal Construction Company
Dater lved from A/E: 5959 Blue Lagoon Drive, Suite 200
( :viewed Miami, FL 33126
O Reviewed as Noted
( ) Revise and Resubmit
Subcontractor:
Reviewed By: L r,,Jy\,0'Lr
Date: - l The purpose of this submitt review is solely to ascertain gcl ^oral conformance with the contract
documents, and is not to be construed as acceptance of re.--,ponsibiltty for design or intent. Approval
of this submittal does not relieve the subcontractor or vendor c[ cont, actual responsibility for quanti-
ties, dimensio �no f rfTlatnae,„ )h,(5:e contract decurnents. Items noted as "by others" will be
provided o4pys sFit r ) f c Tact documents.
Sl
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-GE
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�i
•
•
ill
0-1
2
ev
V
lz'
471-i RA LING
®4"
17'
lz' m
UP
17' 0
36 "H HANDRAIL
STAIR 3 FIRST FLOOR
SCALE: 1/4 '= 1'-U'
STEEL HANDRAIL WO SCHEDULE
' } 40 PIPE (O.D. = 1.66 ")
J
U.
U-
0 W
f- O
co
/6'0 STEEL HANDRA
BRACKET
(3) 5116 "0X% - EMBED
TAPCONS @ EACH BRACKET
HANDRAIL DETAIL
SCALE: 314'= 1'-17'
NOrE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.
STAIRS LANDING
SCALE: 314'= I'-0"
RAILING GENERAL NOTES:
1. ALL RAILING MEMBERS TO BE STEEL. ALL TUBES TO BE ASTM A500 Gr. B. ALL PIPES TO BE ASTM A53
Gr. B. (MIN. Fy = 46 KSI) ALL PLATES & ANGLES TO BE ASTM A36.
2. ALL FASTENERS TO BE STAINLESS STEEL.
3. EDGE DISTANCE FOR ALL ANCHORS AS PER MANUFACTURES SPECIFICATIONS.
4. ALL CONNECTIONS TO BE FULLY WELDED:
TYP
' /a'
5. ALL WELDS TO COMPLY WITH THE AWS CODE (LATEST EDITION).
6. ALL WELDS COVERED WITH CORROSION RESISTANT COATING.
7. ALL STRUCTURES DESIGNED', IN ACCORDANCE WITH 2010 FLORIDA BUILDING CODE, ASCE7 -10
AND AISC MANUAL OF STEEL CONSTRUCTION.
8. LOADING:
• POINT LOAD = 200 LB
• UNIFORM LOAD = 50 LB /FT
• PICKETS = 25 PSF
9. NOTIFY ENGINEER OF ANY ERRORS /OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS
NOT UNDERSTOOD.
10. CONTRACTOR TO FIELD VERIFY SUBSTRATE CONDITIONS PRIOR TO FABRICATION AND PRIOR TO
ATTACHING FRAMEWORK. SHOULD SUBSTRATE CONDITIONS IN THE FIELD DIFFER FROM THOSE
NOTED ON PLAN, ENGINEER MUST BE NOTIFIED BEFORE PROCEEDING.
11. CONCRETE GROUT SHALL BE DURA -ROK, BY ADHESIVES TECHNOLOGY.
SUBMITTAL DOCUMENT REVIEW
FORBES ARCHITECT'S WINN ' r;MIAt FZCIAL INC.
SUhM f TAL REVIEW
ACCEPTED AS SUBMITTED SU13Mf1TALttf
OACCEPTED AS NOTED •1EVIEV4W BY•
:DKIT ACCEPTED- REMMT ()ATE: ` , -
hese doctunents havf• been reviewed for conformance
tth design concept and Intent in general compliak*,
12ft *ACE : ttt the contract doc.r,rnE•nts The SUBCONTRACTOR
4�CCEY TrA A 1 E FOR tpsponsiblefor comfinimiq all duantttes and dimensions,
;O iFQ I�AESCE lulTq TIDE DESIGN CQPSCEPT - abncation and constrw lrl In n,Nthods and coordination
IMLY. THE =TflAA<C70W &IE REWOMSIBLE ,f this trade with all otrlf -r q,plit cable trades.
FOR ALL DUAOTITtES, 130933IONS AND ieview of these doctjrnt- f 6-o% not rPliPve the
OTI4IR REWAAW- 1175 SET FORTH BY THE - ,IJRr,r1NTRACTOR titan (.o/plume with the
contract documents.
4'-0" MAX
1Y25tIY2'Ve' STL CAP
\� 1Y2'0 HANDRAIL
IV5,1 I V%6" STL POST
VV2 STL f1CKETS @ 4" MAX OC TOE
REJECT A 4 SPHERE. PICKETS TO
SUPPORT 25 PSF
TO REJECT 60 SPHERE
11Y2XI'Ve' STL CHANNEL
BOTTOM OF STAIRS
SCALE: 314'= 1'-U'
I dY Ve" STL CAP
HANDRAIL WHERE
REQUIRED
Ne xIN" STL BRACKET
AT EACH POST
vl I I 1Y2"A1Y2'50 ' STL POST
NON - SHRINK GROUT
CONCRETE SLAB OR
STAIR TREAD
En En
4" MN
STAIR POST
SCALE: 1 112'= 1'-0"
RN END TO POST
0
An
V'AlY2 Va' STL CAP
1Y' 1KIV Did' STL POST
I- SHRINK GROUT
CONCRETE SLAB
RAILING POST
SCALE: 1 112'= 1' -0'
Constal Construction Company Architect:
Project:
Submittal: sHF{- 1r�P�'� PILE - c�r7l� pt 1
0 -00 Coral Gables, FL 33146 VECx�
Date: Received: -
Contractor:
Date Sent to A/E: �- � _
Coastal Construction Company
Dater lved from A/E: 5959 Blue Lagoon Drive, Suite 200
( :viewed Miami, FL 33126
O Reviewed as Noted
( ) Revise and Resubmit
Subcontractor:
Reviewed By: L r,,Jy\,0'Lr
Date: - l The purpose of this submitt review is solely to ascertain gcl ^oral conformance with the contract
documents, and is not to be construed as acceptance of re.--,ponsibiltty for design or intent. Approval
of this submittal does not relieve the subcontractor or vendor c[ cont, actual responsibility for quanti-
ties, dimensio �no f rfTlatnae,„ )h,(5:e contract decurnents. Items noted as "by others" will be
provided o4pys sFit r ) f c Tact documents.
Sl
EP
-GE
�p
�i
•
•
ill
0-1
2
ev
V