13-96-077I -
I
I
I
I
I -
I
i
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
i
i
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I -
I
I
I
I
I
I
I
I
I _
I _
I
I
I
"p, io '
N M V LO
I
J Z Z Z Z Z
I -
I
I
I
I
i
i
I
I
I
I
I
I
I �
I
I T!
I p
I Ln
I o
I o
I o
I IT
I p 7 7
(D tfi U U
00 Uj
(D ��U ± ±W �Nrn qrM
I NF- NZLL(, tL I-
Li Li L.L.
I �tnoLL L LQ_CrCrX =X
I CL v�E»EnQQESE»E»v�t»f%
I
Ivi
I
I o�
I 0
I a
I
i
I �
I +;
I N
I cD
I C
I
I a
I �
I �
I �
I j
I Ln
I �
o
EA M \ C
I C\j CV : 'A'% --
IZ \o ='mCrv)
\U - ^lids
fA N N -O fA iA
I
I
I
I -
I --
I
I
I -
I
I
I
I
I
I
I
I
I �
I�
I
I �
I4-
I
I
I
I
I
I
I
I
LEGEND FOR ROOF PLAN SHEET SPECIFIC NOTES
NEW CONSTRUCTION ROOF DRAIN (SEE DETAIL 13/A8.2) RD ® 751. GUTTER WITH DOWNSPOUT. SEE SPECIFICATION SECTION 07 7100 FOR ADDITIONAL INFORMATION.
ABOVE FINISH ROOF AFR 752. MECHANICAL LOUVER. SEE MECHANICAL DRAWINGS FOR DETAILS. REFER TO STRUCTURAL DRAWINGS FOR INSTALL BRACING.
DEPTH OF TAPERED ROOF INSULATION (COMPLY WITH NOTE 704/X1.3) +2" ROOF WALKWAY (SEE SPECIFICATION SECTION 07 5216) 753. ROOF TOP UNITS. SEE MECHANICAL AND STRUCTURAL DRAWINGS AND OMPLY WITH N TES 702, 703 AND 705 ON SHEET X1.3. Q
754. TOILET EXHAUST RAINCAP. SEE MECHANICAL DRAWINGS FOR DETAILS.
DOWNWARD DIRECTION OF ROOF SLOPE (COMPLY WITH NOTE 704/X1.3) A 1 SCREEN WALL ON ROOFTOP (SEE DETAIL 5/A8.2) SW 755. STYRENE- BUTADIENE - STYRENE MODIFIED BITUMEN MEMBRANE ROOF SYSTEM. REFER TO SPECIFICATION SECTION 07 5216.
OVERFLOW ROOF DRAIN (SEE DETAIL 13/A8.2) ORD 0 & 756. ROOF EDGE DETAIL WITH 4" CANT AT PERIMETER OF ENTIRE ROOF. ZS EE
ROOF CURB SHEET SPECIFIC KEYNOTE 40g 757. ROOF TO WALL TRANSITION. SEE DETAIL 5/A3.24.
758. WALKWAY PADS. SEE SPECIFICATION SECTION 07 7100 AND DETAIL 10/A8.2. VERIFY EXACT LOCATION WITH ARCHITECT PRIOR TO
SETTING.
MOUNTING POINTS FOR WINDOW WASHER EQUIPMENT (SEE DETAIL 12/A8.2) Q
759. LADDER STAND-OFF PROTECTOR AND SAFETY TIE-OFF. REFER TO DETAIL 1/A8.2.
HORIZONTAL LIFELINE CABLE ROUTE FOR WINDOW WASHER EQUIPMENT / i \ 760. SHEET METAL SPLASH PAN. SEE SPECIFICATION SECTION 07 6200 FOR ATTACHMENT REQUIREMENTS.
NOTE: 761. CONCRETE CANOPY ROOF WITH SLOPE IN CONCRETE WITH DIRECT APPLIED MODIFIED BITUMEN ROOF SYSTEM. REFER TO STRUCTURAL
DRAWINGS AND BUILDING SECTIONS.
REFER TO SHEET X1.3 FOR GENERAL NOTES WHICH
APPLY TO THIS NEW CONSTRUCTION FLOOR PLAN. 762. VERTICAL RIGGING SLEEVE. REFER TO SPECIFICATION SECTION 112423.
763. CONCRETE STRUCTURAL RIB. SEE STRUCTURAL DRAWINGS.
764.4 "H X 12 "W HOLE IN STRUCTURAL RIB FOR DRAINAGE. ROOFING MATERIAL TO CONTINUE THROUGH OPENING.
765. SCREEN WALL. SEE DETAIL 5/A8.2 AND STRUCTURAL DRAWINGS.
766. SURFACE MOUNTED RAIN METER. REFER TO LANDSCAPE DRAWINGS.
767. VENT THROUGH ROOF. SEE PLUMBING DRAWINGS.
0
1
1 1.1 1.2 2 2.1 3 5 5.1 5.2 6 10 12 3.2 16 20 21 23 24
J I
A3.10 I I
I I I 1 196' -3" OVERALL 1 `
1
I� I I j I I I II
' - - - - -I- - - - - -- ---- - 1- -
----------------------- - - - -' I-------------------------------
------ 1 - - - - - - - - - - - - - - - - - - - - - - - - - - _1--------- _ _ _ _ _ - _ - _ _ _ - - - _ - - _ - _
I III I I li I I � 1 I
1
I I I 1
,Ij II I I j j I I
11 I
-"' - - -- A.1
1 111 � I I I I I I
I'0 I I PARKING DECK BELOW
I Ijf j l I� I I
3' -71
4 -17" 5z'
I
it I TOP 01 ROOF CA - 49' -2" f °
(IXCLU qING STUCCQ FINISH) 1 ,
g I --------------------------------------------------------------------------------------------- - - - - -- -
- -- - -- --- r--- r-- ,- - - - -,- - - - - -- - -- ------- - - - - -- - -- - - - -- - - - - - -- - - -- -------------- - - - - -- ----- -------------------- - - -- ------------------------------------------------------------------------------- i------------ - - - - -- I - - - --
I I' 5' -1 "I 756
_ __ I I
1
I _ - ` � / _ - -\ I +7.75 ; I I PARK LOWED I 1
I
a� 1
A3.0 I i +7. s �i ' I I\
I
I�, j
' , 1
I I B.1
I I I v z 11 21' -21 13' -0" 32' -35' -712 ! 8' -8" 5 °
4 a - - --
I I I
A3.23 TOP OF ROOF I I ! j Q �; 1 N 2 I I I
CURB - 49' -2"
(EXCLUDING
STUCCO FINISH) I I I j I I I� ( RD ORD I '- " !
' � TOP OF ROOF CURB - 49 2 I I
(EXCLUDING STUCCO FINISH)
SLOPE 1/4") _ +2 SLOE 1/4"
I: FOOT MIN. B FOOT
MIN. i
1 1 '
j I z
91
-------------- i -------------+ ----------------------- aI -------------- II --------------------- - - - - - ---------
= � -
Wo ; I I j I I
a 2
o -7,i jai +7-/ - _ - -- n rO,
-� c
N
- -- � - - - --
1
D I 1%4" 767 I I II I SW o I I I I
FOO
r� TOP OF ROOF CURB - 49' -2" 1 I 1
00 IN I I I 755 754 (EXCLUDING STUCCO FINISH) I I I
°i I I II I I I IrT A3.11
757
1 I I I -- I-- - - - - -f -
I - v z --------------- - - - - -- -=------ - - - - -- -
�. _1 764 - -- -
RIDGE 3' -0" I ®3' -0" •-' 767 - - - -_ - - - - - -- --- - - - - -- I -------- - - - - -- - - -TOP OF ROOF CURB- 49'- 2" - - -- I I
E - I I - , - - _- 752 ^ 1 753 LEA a0 O I z I I SLOPE 1/4" (EXCLUDING STUCCO FINISH)
in
a H 1 FOOT MIN.
r2 762 I 751 � -
I 767 ® I ® SLOPE J/4",% `� SLOPE 11 4"
767 FOOT h1lIN. FOOT MIN.
- -- - -- -- - - -- I - - ±4 - - ±? 1 760 - - - - - -- Z -- - - -- - - - -- - e a - 756 I - 2
- - - .� `"- =- - :° SLOPE 1 4" RD SLOPE 1 4" 1 1 1 I `t
= 'SLOPE 1 4" w ' - - - - - .... ... ...... SW �-� OR �- I +2 ORD I I' w 3.2
tO I I 754 a o FOOT MIN.
FOOT MIN. , I I a �-
FOOT MIN. 1, +2
�? I I °2 0° I I I°
4 "X4 "SUMP 765 I I I N'Q I I I
AREA (IYP.) RD
ORD1
1 SLOPE 1 4" SLOPE 1 4" I
A3.10 76 I � � j i. 758 .i r. f II f RD f I I
766 FOOT MIN. FOOT MIN.
+2 SW I + a F- w I I I' SLOPE 1 4" +2 • SLOPE 1/4" I +8.75--\, I
- - I - - - - - - - I w o L v z + FOOT MIN. FOOT IN.
G.3 -- - -- -- - - -- -- I o i 2 I I I W I ORD I I
I I TOP OF ELEVATOR w 1 , I 1
1 I 757 PENTHOUSE SLAB -
0 CL
+52' -9" z 755 I I I j I 'i'� I 767 ; I ao
G.2
A3.12 _ -- - - --
I
+8.25 L ! I I co
1 �� II �
N SLOPE 4 j a o I N 1 I I I I z I I
�� 756
-� FOOT MIN. ° 1 1 I °w � I - _ 4 - - -. ---- p-- -{� - -- - - - -p- --a- - �} - --{} _ --------- - - --t-- � -� - - - - - - -- --- - - -p -- - -- }-- -;�
I u 1 1 _ W
- ' - - - -1- 1- -- BOTTO OFRO�OF - - - - -- _ \� "� � - - -J--
H -- -- - - -- Y TO� OF ROOF CL10 49 2
I I PY 49'-8" 757 757 En 1 756 +7 I (E)(C�UDING STY, CCO FINISH)1 I I 1 756 En u. I I I
1
- -- - -- -- __= - - -- - - - -- ----- - - - - -- ---------- - - - - -- -- -- ----- - - - - -- -- - -- ------ - - - - -- - -- -- - - - - -- -------------- - - - - -- - -- - - - -- - - - - -- - -- - - - -- ----- - - - - -- ------------------------ - - - - -- ---------- ,--- - - - - -- f- - - --
00
1
M I I I I I II 1 I I I
„I I I I I 1 1 I II I I I I
TOP OF ROOF CANOPY - 50'-0" "5"-3" 4'-3" � 7' -11" � 52' -8" 1 1116'-6" 91-8" '
1 1 1 1 1 I 1 1 1 1 1 1
I I I I 196' -3" OVERALL
4 7 8 9 11 2.1 13 14. 16. 16. 19 21 22 24
1 3 4 2 1 2 3 TRUE
.10
NORTH
A3.11 A3.11 �•0 A3.1 A3.10 A3.10
0 4' 8' 16'
INNER --- JEENNEENEEL-
Copyright 2012 Gresham, Smith and Partners. All KIgnts Keservea.
• •
• • •
•
Design Services
For The Built
Environment
0
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
0
G R E S H A M
S M I T A N D
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034 /CA3806
IB26000797/LC26000381
w 1:
.� �
'R - 171 m
�� _0 W Q
• =3 U)
O
0
Cc Lo
0 _
W u7 0
U)
SEAL: Kristin S. Herman -Druck
AR95172
3
REVISION
No. - Date - Revision
1& 2/01/2013 ADDENDUM #1
ROOF PLAN
A205
FILE: 9080a25a.dgn
PROJECT: 29080.00
DATE: 12/14/2012