12-559-0163 40� _- Ic
�
1 DIA. u`
�
GALVANIZED HANDRAIL
YVKH PANT FINISH T
GALVANIZED BRACKET `~
ARM SUPPORT
GALVANIZED WALL
BRACKET PLATE
TAPCON TO
CONCRETE WALL
Handrail Section 6"
\t1O
ENTIRE BUILDING
TO RECEIVE NEW PAINT FINISH. COLOR TO \
MATCH EXISTING. SEE SPECIFICATIONS \
'
r3-'� Handrail Elevation 611
HATCH INDICATES AREA OF CRACKED OR
CHIPPED STUCCO TO BE REPAIRED AND
PAINTED TO WATCH EXISTING. SEE
SPECIFICATIONS
CONTINUOUS 1-1/2-0 -
METAL GUARDRAIL NTH
]J BRACKET 8*K» 1 1/2" DIAMETER GALVANIZED STEEL
VV/ PAINT FINISH. PIPE SET IN GROUT INSIDE EXISTING �
PIPE OPENING ON SLAB. SLOPE OUT �
l} CONCRETE WALL EXPOSED PORTION OF GROUT T0 SHED
WATER AWAY FROM PIPE, TYPICAL
- Rail Elevation 1/2"
NOTE:|
1. ALL STEEL TO BE GALVANIZED |
2. USE ALL NON-CORROSIVE FASTENERS
!
TOP OF STAR ROOF SLAB
E,.S.".G ..°".^"..."^ --_ - +61'-6 '_
WIRE GUARD RAIL TO
REMAIN AS |S. TYPICAL
AIK TOP OF SLAB, LEVEL D
_________________ _ 11111JOP OF SLAB LEVEL 5
| TOP OF SLAB LEVEL 4
-----------------1--
CON11NUOUS 1-1/2"0
METAL GUARDRAIL NTH
PAINT FINISH AT 42` A.F.F
CONTINUOUS 1-1/2^0
METAL HANDRAIL WITH
PAINT FINISH AT 34^ A.F'F
1/2^ METAL PICKETS
SPACED T0 PREVENT
PASSAGE OF A 4^0 SPHERE,
WITH PAINT FINISH
EXIST1NG STAR STRUCTURE
TO REMAIN AS |S^ TYPICAL,
UNLESS NOTED OTHERWISE
ri_'� Rail Elevation 1/2"
NOTE:
T. ALL STEEL TOBEGALVANIZED
2. USE ALL NON-CORROSIVE FASTENERS
.^4 ^
^
.
u
^=^°' '"'""""`
/ V-xoLc,) 011UvncL, m
�
3TRUCTURE ABOVE @ 24. °
.NUFACTURER
AND A3TN C636. .° °
"
^�
}GE WIRE AT4+��C.
MAN TEE BY USG. OR
-
�
CROSS CHANNEL OR u
TOP OF SLAB, LEVEL 1 ` � APPROVED EQUAL, AT �
Olb "FELEVA11ON +0'-0"
4O^ O.C.
\ /
GYPSUM BOARD CEILING
EXISTING GUTTER AND RAIN WATER --� -��~~~-- FASTENED WITH DRYWALL
�«
LEADER ABOVE GROUND TO BE U����� ~��� 3CREvYS AT 24^ O.C.
REPLACED WITH A NEW STAINLESS STEEL U"u��*UU��o
SYSTEM OF SAME SIZE AS EXISTING,
RECONNECT NEVYLEADER TO LOW STORM WATER DRAINAGE SYSTEM
GROUND, TYPICAL ^`~~~~~�_� `�_�/ `{-10) GC TO PROVIDE SUBMITTAL FOR GYPSUM BOARD
CEILING HANGER SYSTEM AND CONFIRM WIRE
tit nEmuvEu DETAIL u�/� /u/*-/u """"= o .m%,Acr/xoLc m /nc m*mvrxW/umLNZ)
.T0p OF STAIR ROOF SLAB GUIDELINES. CC MAY SUBMIT ALTERNATE FRAMING '
. -.�._ ......... .~.._....^-._-...- -_____ OL
^°^c=U Railing Notes
��~�� �kUU ��,�~U^
U���U ��UU U���kUUD���«�~
~ ~~ .��~°~
TYPICAL RAILING NOTES FOR ALL RAILINGS:
1. GUARDRAIL SHALL RESIST LOAD OF 50
POUNDS PER LINEAL FOOT APPLIED IN
ANY DIRECTION AT TOP OF RAIL.
2. PICKETS SHALL BE CAPABLE OF
RESISTING A UNIFORM HORIZONTAL LOAD
OVER THE GROSS AREA OF NOT LESS
THAN 25 POUNDS PER SQUARE FOOT,
WITHOUT RESTRICTION BY DEFLECTION,
BUT OF NOT LESS STRENGTH THAN
REQUIRED TO RESIST APPLICABLE WIND
LOADS.
J. HANDRAILS SHALL BE CONSTRUCTED TO
RESIST A LOAD NOT LESS THAN 200
POUNDS APPLIED IN ANY DIRECTION AND
ANY POINT DN THE RAIL.
4. VERTICAL PICKETS SHALL REJECT A FOUR
INCH DIAMETER OBJECT.
5. THE TRIANGLE OPENINGS FORMED BY THE
R|8ER, TREAD AND BOTTOM ELEMENT OF
A GUARDRAIL AT THE OPEN SIDE OF THE
STAIR SHALL BE OF SUCH A SIZE THAT
WILL REJECT A 3!X-INCH DIAMETER
OBJECT.
6. THE BOTTOM RAIL SHALL NOT BE MORE
THAN TWO INCHES ABOVE THE SLAB
7. THE CLEAR SPACE BETWEEN HANDRAILS
AND WALL SHALL BE 1 1/2' |N.
O. ENDS OF HANDRAILS SHALL BE EITHER
ROUNDED OR RETURNED SMOOTHLY TO
FLOOR
3. CONTRACTOR TO SUBMIT SHOP DRAWINGS
FOR ALL STAIRS, RAILINGS AND
GUARDRAILS
u
~ ° 'u
�
LE)
CEILING AS SCHEDULED
EX|3TNG CONCRETE OR
CMU WALL, TYPICAL
-- - ~ ~ - - ~ ~ - - - - `- `_- -
_
ARCHITECTS
a~ m,- t - �^ e` - ^ ^ tmv.~ ` c -l- - - o° m o
/a"u nr;�mm- -
o
retail design "�v*cw planning - _ -u
_qnm,ucuun m
- -u- - v~ - `
v
u- ~, -
e
m` ~ ~ - `
°
n~ " ~ " t
~*sue do loon blvd, cnm/oameu,flvrida3o14 e
lei :xus~wn~un*n
/ ax: 000w+5nar
nmmammist,anun
no. AA-F000104
~ "
^ ~ ~
~ °
" " "
~ ^ ^ " ~
^
° ° ° " ^ " " "
AV
It
John Roberts Forbes
AR000emo
cwxnc omuu/mk2 k.vun/,*n ~ ` qr ELEVATION f61.-6 ~ ~ ~ ^ ~
~r~Tun~n ~ n~P7 ' ~^rr'~^,~u'u~P~m`r ' ='~nn n"r"'o° =^^`."
WA 111.2 11 OR 00*131lu I"
CONTINUOUS SEALANT
AT ALL JOINTS, TYPICAL
EXTEND FURRING STRIPS
AND INSULATION TO
UNDERSIDE OF ROOF DECK
-FELEVATION (SEE "
�
1/�~ APPROVAL PRIOR TO PROCEEDING ��H °
TO RECEIVE NEW PAINT FINISH. COLOR TO EXISTING HORIZONTAL
5/�^ GYPSUM BOARD ON 7/O^ METAL
CONSTRUCTION.
' ^
mx/Cn EmS//ma SEE SpEunCx/mmS � � FURRING AT 2'-0" O.C.
REMAIN AS IS, TYPICAL
~ 0P OF SLAB LEVEL 0 FINISH AS SCHEDULED
_______________________________ ___
`rELEVA TI ON +48'-1O 1/2^ �
� J POLYI5OCYANURATE RIGID
INSULATION BOARDS TO DECK ABOVE
TOP OF SLAB LEVEL 5 ° All ATTACHED W/ POWER ACTIVATED ' --------------------------------�--- ��|| 1| FASTENERS TO EXISTING CONCRETE | |
ELEVATION +�9'-2^ ~ � �'�U�j| BLOCK. TYPICAL
EXISTING -----� c----HATCH INDICATES AREA OF CRACKED OR----/ U �^� =
~�."�""=` �� �����
TO REMAIN AS IS CHIPPED STUCCO TO BE REPAIRED AND Uuu���w"��"
/ PANTED TO MATCH B�S�N(l SEE North Elevation � ~~~'��^
EXISTING WINDOW SYSTE�----� / �p[C|RCA�DNS / 8 � U~&��U�UU ��U���y���U��K� 1/1|�" � 1173,~=4���°~=~
TO REMAIN AS IS
ALL EXISTING EXPOSED ELECTRICAL----
CONDUIT AND LOW VOLTAGE CABLING
ALONG COURTYARD WALLS TO BE
REMOVED FOR PAINTING AN RE-STRAPPED
AND RE-INSTALLED ALONG WALL AFTER
PAINTING. SEE ELECTRICAL DRAWINGS
EN11HE BUILDING COURTYARD/EXTERIOR-
TO RECEIVE NEW PAINT FINISH. COLOR TO
MATCH EXISTING. SEE SPECIFICATIONS
Ai, TOP OF SLAB, LEVEL 5
QN
�
_ __________________________________ /m~m���v��
HATCH INDICATES AREA OF CRACKED
OR CHIPPED STUCCO TO BE
REPAIRED AND PAINTED TO MATCH
EXISTING. SEE SPECIFICATIONS
EXISTING GUTTER AND RAIN WATER LEADER ABOVE
GROUND TO BE REPLACED WITH A NEW STAINLESS
STEEL SYSTEM OF SAME SIZE AS EX|STINC,
RECONNECT NEW LEADER TO EXISTING STORM WATER
DRAINAGE SYSTEM BELOW GROUND, TYPICAL ^ ~ .
EXISTING STEEL GUARD CABLE END TO
BE REMOVED, SEE DETAIL 18/A-10
EXISTING EXPOSED
ELEVATION +19'-10^ TENSION CABLE ENDS T0
BE CUT FLUSH WITH WALL,
GROUND/FILED. PATCH
| | TOP OF SLAB, EVEL 2 AND PAINTED TO MATCH
-------------------------------- --- ��������'��]������� EXISTING COLUMN FINISH
ELEVATION +10'-2"
TOP OF SLAB, LEVEL 1
U 4�� ^
�� �����
Uwo���oo��"
rq_`� Southeast Elevation 1/16"
ELEVATION +0'-0"
It
ri_o`� Existing Conditions 1/16"
OWNERSHIP AND USE OF THE DOCUMENTS:
THESE DRAWINGS, SCHEDULES, SPECIFICATIONS
AND EXPRESSED IDEAS AS INSTRUMENTS OF
SERVICE ARE AND SHALL REMAIN THE
PROPERTY OF FORBES ARCHITECTS WHETHER
THE PROJECT FOR WHICH THEY ARE PREPARED
IS EXECUTED OR NOT. THE OMER AND/OR
TENANT SHALL ONLY BE PERMITTED TO RETAIN
COPIES OF THESE DRAWNGS. SCHEDULES,
SPECIFICATIONS AND EXPRESSED IDEAS FOR
INFORMATION AND REFERENCE. THE DRAWINGS,
SCHEDULES, SPECIFICATIONS AND EXPRESSED
IDEAS SHALL NOT BE USED BY THE OWNER
AND/OR TENANT ON OTHER PROJECTS, FOR
ADDITIONS TO THIS PROJECT OR FOR
COMPLETION OF THE PROJECT BY OTHERS
APPROPRIATE COMPENSATION TO FORBES
ARCHITECTS, COPYRGHT@2012, JOHN
ALL RIGHTS RESERVED-
Date
. " .
CD ce)
cc
�
C1,11
cc co E
U)
02-22-12
Co08OOiSSiUn
11070
Revisions
04-24-12 ADDENDUM #2
Sheet
A-1 0
10 of 11
PAINT FINISH AT 42" &EF
CONTINUOUS 1-1/2"0
METAL HANDRAIL WITH
PAINT FINISH AT 34" A.F.F
1/2" x 1/2" METAL PICKETS
SPACED TO PREVENT
PASSAGE OF A 4"0 SPHERE,
NTH PAINT FINISH
EXISTING STAIR STRUCTURE
TO REMAIN AS IS, TYPICAL,
V\. GALVANIZED PIPE
UNLESS NOTED OTHERWISE
|
W/ PAINT FINISH
-D WALL
PLATE
]J BRACKET 8*K» 1 1/2" DIAMETER GALVANIZED STEEL
VV/ PAINT FINISH. PIPE SET IN GROUT INSIDE EXISTING �
PIPE OPENING ON SLAB. SLOPE OUT �
l} CONCRETE WALL EXPOSED PORTION OF GROUT T0 SHED
WATER AWAY FROM PIPE, TYPICAL
- Rail Elevation 1/2"
NOTE:|
1. ALL STEEL TO BE GALVANIZED |
2. USE ALL NON-CORROSIVE FASTENERS
!
TOP OF STAR ROOF SLAB
E,.S.".G ..°".^"..."^ --_ - +61'-6 '_
WIRE GUARD RAIL TO
REMAIN AS |S. TYPICAL
AIK TOP OF SLAB, LEVEL D
_________________ _ 11111JOP OF SLAB LEVEL 5
| TOP OF SLAB LEVEL 4
-----------------1--
CON11NUOUS 1-1/2"0
METAL GUARDRAIL NTH
PAINT FINISH AT 42` A.F.F
CONTINUOUS 1-1/2^0
METAL HANDRAIL WITH
PAINT FINISH AT 34^ A.F'F
1/2^ METAL PICKETS
SPACED T0 PREVENT
PASSAGE OF A 4^0 SPHERE,
WITH PAINT FINISH
EXIST1NG STAR STRUCTURE
TO REMAIN AS |S^ TYPICAL,
UNLESS NOTED OTHERWISE
ri_'� Rail Elevation 1/2"
NOTE:
T. ALL STEEL TOBEGALVANIZED
2. USE ALL NON-CORROSIVE FASTENERS
.^4 ^
^
.
u
^=^°' '"'""""`
/ V-xoLc,) 011UvncL, m
�
3TRUCTURE ABOVE @ 24. °
.NUFACTURER
AND A3TN C636. .° °
"
^�
}GE WIRE AT4+��C.
MAN TEE BY USG. OR
-
�
CROSS CHANNEL OR u
TOP OF SLAB, LEVEL 1 ` � APPROVED EQUAL, AT �
Olb "FELEVA11ON +0'-0"
4O^ O.C.
\ /
GYPSUM BOARD CEILING
EXISTING GUTTER AND RAIN WATER --� -��~~~-- FASTENED WITH DRYWALL
�«
LEADER ABOVE GROUND TO BE U����� ~��� 3CREvYS AT 24^ O.C.
REPLACED WITH A NEW STAINLESS STEEL U"u��*UU��o
SYSTEM OF SAME SIZE AS EXISTING,
RECONNECT NEVYLEADER TO LOW STORM WATER DRAINAGE SYSTEM
GROUND, TYPICAL ^`~~~~~�_� `�_�/ `{-10) GC TO PROVIDE SUBMITTAL FOR GYPSUM BOARD
CEILING HANGER SYSTEM AND CONFIRM WIRE
tit nEmuvEu DETAIL u�/� /u/*-/u """"= o .m%,Acr/xoLc m /nc m*mvrxW/umLNZ)
.T0p OF STAIR ROOF SLAB GUIDELINES. CC MAY SUBMIT ALTERNATE FRAMING '
. -.�._ ......... .~.._....^-._-...- -_____ OL
^°^c=U Railing Notes
��~�� �kUU ��,�~U^
U���U ��UU U���kUUD���«�~
~ ~~ .��~°~
TYPICAL RAILING NOTES FOR ALL RAILINGS:
1. GUARDRAIL SHALL RESIST LOAD OF 50
POUNDS PER LINEAL FOOT APPLIED IN
ANY DIRECTION AT TOP OF RAIL.
2. PICKETS SHALL BE CAPABLE OF
RESISTING A UNIFORM HORIZONTAL LOAD
OVER THE GROSS AREA OF NOT LESS
THAN 25 POUNDS PER SQUARE FOOT,
WITHOUT RESTRICTION BY DEFLECTION,
BUT OF NOT LESS STRENGTH THAN
REQUIRED TO RESIST APPLICABLE WIND
LOADS.
J. HANDRAILS SHALL BE CONSTRUCTED TO
RESIST A LOAD NOT LESS THAN 200
POUNDS APPLIED IN ANY DIRECTION AND
ANY POINT DN THE RAIL.
4. VERTICAL PICKETS SHALL REJECT A FOUR
INCH DIAMETER OBJECT.
5. THE TRIANGLE OPENINGS FORMED BY THE
R|8ER, TREAD AND BOTTOM ELEMENT OF
A GUARDRAIL AT THE OPEN SIDE OF THE
STAIR SHALL BE OF SUCH A SIZE THAT
WILL REJECT A 3!X-INCH DIAMETER
OBJECT.
6. THE BOTTOM RAIL SHALL NOT BE MORE
THAN TWO INCHES ABOVE THE SLAB
7. THE CLEAR SPACE BETWEEN HANDRAILS
AND WALL SHALL BE 1 1/2' |N.
O. ENDS OF HANDRAILS SHALL BE EITHER
ROUNDED OR RETURNED SMOOTHLY TO
FLOOR
3. CONTRACTOR TO SUBMIT SHOP DRAWINGS
FOR ALL STAIRS, RAILINGS AND
GUARDRAILS
u
~ ° 'u
�
LE)
CEILING AS SCHEDULED
EX|3TNG CONCRETE OR
CMU WALL, TYPICAL
-- - ~ ~ - - ~ ~ - - - - `- `_- -
_
ARCHITECTS
a~ m,- t - �^ e` - ^ ^ tmv.~ ` c -l- - - o° m o
/a"u nr;�mm- -
o
retail design "�v*cw planning - _ -u
_qnm,ucuun m
- -u- - v~ - `
v
u- ~, -
e
m` ~ ~ - `
°
n~ " ~ " t
~*sue do loon blvd, cnm/oameu,flvrida3o14 e
lei :xus~wn~un*n
/ ax: 000w+5nar
nmmammist,anun
no. AA-F000104
~ "
^ ~ ~
~ °
" " "
~ ^ ^ " ~
^
° ° ° " ^ " " "
AV
It
John Roberts Forbes
AR000emo
cwxnc omuu/mk2 k.vun/,*n ~ ` qr ELEVATION f61.-6 ~ ~ ~ ^ ~
~r~Tun~n ~ n~P7 ' ~^rr'~^,~u'u~P~m`r ' ='~nn n"r"'o° =^^`."
WA 111.2 11 OR 00*131lu I"
CONTINUOUS SEALANT
AT ALL JOINTS, TYPICAL
EXTEND FURRING STRIPS
AND INSULATION TO
UNDERSIDE OF ROOF DECK
-FELEVATION (SEE "
�
1/�~ APPROVAL PRIOR TO PROCEEDING ��H °
TO RECEIVE NEW PAINT FINISH. COLOR TO EXISTING HORIZONTAL
5/�^ GYPSUM BOARD ON 7/O^ METAL
CONSTRUCTION.
' ^
mx/Cn EmS//ma SEE SpEunCx/mmS � � FURRING AT 2'-0" O.C.
REMAIN AS IS, TYPICAL
~ 0P OF SLAB LEVEL 0 FINISH AS SCHEDULED
_______________________________ ___
`rELEVA TI ON +48'-1O 1/2^ �
� J POLYI5OCYANURATE RIGID
INSULATION BOARDS TO DECK ABOVE
TOP OF SLAB LEVEL 5 ° All ATTACHED W/ POWER ACTIVATED ' --------------------------------�--- ��|| 1| FASTENERS TO EXISTING CONCRETE | |
ELEVATION +�9'-2^ ~ � �'�U�j| BLOCK. TYPICAL
EXISTING -----� c----HATCH INDICATES AREA OF CRACKED OR----/ U �^� =
~�."�""=` �� �����
TO REMAIN AS IS CHIPPED STUCCO TO BE REPAIRED AND Uuu���w"��"
/ PANTED TO MATCH B�S�N(l SEE North Elevation � ~~~'��^
EXISTING WINDOW SYSTE�----� / �p[C|RCA�DNS / 8 � U~&��U�UU ��U���y���U��K� 1/1|�" � 1173,~=4���°~=~
TO REMAIN AS IS
ALL EXISTING EXPOSED ELECTRICAL----
CONDUIT AND LOW VOLTAGE CABLING
ALONG COURTYARD WALLS TO BE
REMOVED FOR PAINTING AN RE-STRAPPED
AND RE-INSTALLED ALONG WALL AFTER
PAINTING. SEE ELECTRICAL DRAWINGS
EN11HE BUILDING COURTYARD/EXTERIOR-
TO RECEIVE NEW PAINT FINISH. COLOR TO
MATCH EXISTING. SEE SPECIFICATIONS
Ai, TOP OF SLAB, LEVEL 5
QN
�
_ __________________________________ /m~m���v��
HATCH INDICATES AREA OF CRACKED
OR CHIPPED STUCCO TO BE
REPAIRED AND PAINTED TO MATCH
EXISTING. SEE SPECIFICATIONS
EXISTING GUTTER AND RAIN WATER LEADER ABOVE
GROUND TO BE REPLACED WITH A NEW STAINLESS
STEEL SYSTEM OF SAME SIZE AS EX|STINC,
RECONNECT NEW LEADER TO EXISTING STORM WATER
DRAINAGE SYSTEM BELOW GROUND, TYPICAL ^ ~ .
EXISTING STEEL GUARD CABLE END TO
BE REMOVED, SEE DETAIL 18/A-10
EXISTING EXPOSED
ELEVATION +19'-10^ TENSION CABLE ENDS T0
BE CUT FLUSH WITH WALL,
GROUND/FILED. PATCH
| | TOP OF SLAB, EVEL 2 AND PAINTED TO MATCH
-------------------------------- --- ��������'��]������� EXISTING COLUMN FINISH
ELEVATION +10'-2"
TOP OF SLAB, LEVEL 1
U 4�� ^
�� �����
Uwo���oo��"
rq_`� Southeast Elevation 1/16"
ELEVATION +0'-0"
It
ri_o`� Existing Conditions 1/16"
OWNERSHIP AND USE OF THE DOCUMENTS:
THESE DRAWINGS, SCHEDULES, SPECIFICATIONS
AND EXPRESSED IDEAS AS INSTRUMENTS OF
SERVICE ARE AND SHALL REMAIN THE
PROPERTY OF FORBES ARCHITECTS WHETHER
THE PROJECT FOR WHICH THEY ARE PREPARED
IS EXECUTED OR NOT. THE OMER AND/OR
TENANT SHALL ONLY BE PERMITTED TO RETAIN
COPIES OF THESE DRAWNGS. SCHEDULES,
SPECIFICATIONS AND EXPRESSED IDEAS FOR
INFORMATION AND REFERENCE. THE DRAWINGS,
SCHEDULES, SPECIFICATIONS AND EXPRESSED
IDEAS SHALL NOT BE USED BY THE OWNER
AND/OR TENANT ON OTHER PROJECTS, FOR
ADDITIONS TO THIS PROJECT OR FOR
COMPLETION OF THE PROJECT BY OTHERS
APPROPRIATE COMPENSATION TO FORBES
ARCHITECTS, COPYRGHT@2012, JOHN
ALL RIGHTS RESERVED-
Date
. " .
CD ce)
cc
�
C1,11
cc co E
U)
02-22-12
Co08OOiSSiUn
11070
Revisions
04-24-12 ADDENDUM #2
Sheet
A-1 0
10 of 11