14-17-026m
� Cr
Cr
a.
. �
�
o �
~- Cl)
E2 LL
c- o
0) 111
�
It
o
0 W
�o �
-*~ Cr
:3
~
� W
�Sr CL
co
CL
so
Cr CC in
a.
�
0 �
o< 0
v v
�
�
�
SBLM Architects
11430 N Kendall Drive, Suite 31
Miami, FL 33176
Telephone 305 412 9187
Fax 305 412 6731
EQUIPMENT G.C. VERIFY
AL To BE
TIC
BAR 3 �-O VERTICAL TO BE \—(1) NEW 1/4* x 5" WIDE REINFORCING PLATE REINFORCEMENT APPLIES
ALIGNED DIRECTLY BELOW L6X4 X (FULL LENGTH OF JOIST) CENTERED 1/16' TO (2) JOISTS AND IS TO
SUPPORTnING NEW UNIT ON JOIST AT UNDERSIDE OF BOTTOM CHORD. 1* 0 12" ox- BE CENTERED ON JOISTS)
PERIMETER. THESE BARS ARE (2) NEW ADD-L STEEL (TYP.) - --------------- I
SA
IN LIEU OF I= AT THIS NEW BAR 3/40 VERTICAL TO BE ALIGNED DIRECTLY BELOW L6X4
LOCATION ONLY.
SUPPORTING NEW UNIT PERIMETER. THESE BARS ARE IN LIEU
OF = AT THIS LOCATION ONLY.
SIDE ELEVATION
PREPARE AND PAINT ALL NEW REINFORCEMENT TO E)aSTING tLOTE.
JOIST TO MATCH EASTING COLOR AND CONDITION. PREPARE AND PAINT ALL NEW REINFORCEMENT TO EXISTING N.T.S.
EXIS71NG STEEL JOIST
TO REMAIN (TYP)
V1 a f4fA 'I
Al
MfffiT WT
CC NOTE:
- "
,
'
. .
ROOF TOP EQUIPMENT
J~ WIDE x 14 GA. STRAP
- -- - - - - - -
- - -- - ~ '-
12" O.C.
MANUFACTURERS RECOMMENDATIONS
�
ATBRACKET
BRACING AT 4'-0' O.C. MAX.
-
0 12" O.C. AT BRACKET
PREFAB METAL CURB BRACKET
REFER TO EQUIPMENT SHOP DWGS
ANCHOR PREFAB
_
METAL CURB THROUGH
"J"
14 GA (MIN) 'T 'CLOSURE CONT.
Lo
(°"~ OF 2 S'""'" PER SIDE) "
BY GENERAL CONTRACTOR
TEK SCREWS SPACED 0.12"O.C.
e/METAL DECK TO ANGLE
f
,�78-6 \TO "J* 'CLOSURE.
FOR INSULATION
REF. ARCH DWG'S
7
- - - - -
- - - - -
--' -
--'- --- ---'
TO REMAIN. (30K) X LENGTH OF JOIST AT TOP.
l
1 1* 0 12' ox.
~~^-- NEW ST�ELANG�� SUPPORTING PERIMETER DF NEW RTU
�
(SEE ROOF OPENING REPAIR DETAIL)
STEB- ANCLE -/
--' - - -~ -
BELOW CURB
(SEE ROOF OPENING
|-
RO0FOPEN|NG---°-
DETAIL)
RTU CURB ATTACHMENT
TO ANGLE DETAIL
SCALE N.T.S.
4E
ROOF TOP
N
T
-
17
FOR A DISTANCE OF 20
FEET FROM EACH ENDS
(2 NEW
(2) NEW
L2)x2xl /4 x LENGTH
SEE TYP DETAIL FOR ATTACHME
FOR ATTACHME
OF JOIST TO BE
N3/16
NEW
0 Fj
ENDS
EXIST. STEEL JOIST
OF JOIST (TYP-)
OF CURB TO ANGLE FRAME
fT
F
TO REMAIN (30K)
ANGLE FRAME BENEATH NEW
14 GA (MIN)
ROOF TOP UNITS.
3
CLOSURE CONT.
NEW ADDL (2) L2x2xl/4 DIAGONAL MEMBERS REINFORCEMENT TO
(SEE RTU CURB ATTACHMENT TO
TT TITO
BY G.C. ALL AROUND
TYPICAL
FOLLOW PROFILE OF EACH WEB MEMBERS OF EMSTING JOISTS 1-0 B�EN
N �EW
41S S T)
ANGLE DETAIL THIS SHEET)
I
I
REINFORCED. PROVIDE THIS REINFORCEMENT FOR 20 FEET FROM EACH
-
(TyP. F
SBLM Architects
11430 N Kendall Drive, Suite 31
Miami, FL 33176
Telephone 305 412 9187
Fax 305 412 6731
EQUIPMENT G.C. VERIFY
AL To BE
TIC
BAR 3 �-O VERTICAL TO BE \—(1) NEW 1/4* x 5" WIDE REINFORCING PLATE REINFORCEMENT APPLIES
ALIGNED DIRECTLY BELOW L6X4 X (FULL LENGTH OF JOIST) CENTERED 1/16' TO (2) JOISTS AND IS TO
SUPPORTnING NEW UNIT ON JOIST AT UNDERSIDE OF BOTTOM CHORD. 1* 0 12" ox- BE CENTERED ON JOISTS)
PERIMETER. THESE BARS ARE (2) NEW ADD-L STEEL (TYP.) - --------------- I
SA
IN LIEU OF I= AT THIS NEW BAR 3/40 VERTICAL TO BE ALIGNED DIRECTLY BELOW L6X4
LOCATION ONLY.
SUPPORTING NEW UNIT PERIMETER. THESE BARS ARE IN LIEU
OF = AT THIS LOCATION ONLY.
SIDE ELEVATION
PREPARE AND PAINT ALL NEW REINFORCEMENT TO E)aSTING tLOTE.
JOIST TO MATCH EASTING COLOR AND CONDITION. PREPARE AND PAINT ALL NEW REINFORCEMENT TO EXISTING N.T.S.
EXIS71NG STEEL JOIST
TO REMAIN (TYP)
V1 a f4fA 'I
Al
MfffiT WT
CC NOTE:
- "
,
'
. .
ROOF TOP EQUIPMENT
��O °-`
TO PREFAB METAL CURB AS PER
12" O.C.
MANUFACTURERS RECOMMENDATIONS
�
ATBRACKET
-
0 12" O.C. AT BRACKET
PREFAB METAL CURB BRACKET
REFER TO EQUIPMENT SHOP DWGS
ANCHOR PREFAB
_
METAL CURB THROUGH
"J"
14 GA (MIN) 'T 'CLOSURE CONT.
..�. �
'
BY GENERAL CONTRACTOR
SBLM Architects
11430 N Kendall Drive, Suite 31
Miami, FL 33176
Telephone 305 412 9187
Fax 305 412 6731
EQUIPMENT G.C. VERIFY
AL To BE
TIC
BAR 3 �-O VERTICAL TO BE \—(1) NEW 1/4* x 5" WIDE REINFORCING PLATE REINFORCEMENT APPLIES
ALIGNED DIRECTLY BELOW L6X4 X (FULL LENGTH OF JOIST) CENTERED 1/16' TO (2) JOISTS AND IS TO
SUPPORTnING NEW UNIT ON JOIST AT UNDERSIDE OF BOTTOM CHORD. 1* 0 12" ox- BE CENTERED ON JOISTS)
PERIMETER. THESE BARS ARE (2) NEW ADD-L STEEL (TYP.) - --------------- I
SA
IN LIEU OF I= AT THIS NEW BAR 3/40 VERTICAL TO BE ALIGNED DIRECTLY BELOW L6X4
LOCATION ONLY.
SUPPORTING NEW UNIT PERIMETER. THESE BARS ARE IN LIEU
OF = AT THIS LOCATION ONLY.
SIDE ELEVATION
PREPARE AND PAINT ALL NEW REINFORCEMENT TO E)aSTING tLOTE.
JOIST TO MATCH EASTING COLOR AND CONDITION. PREPARE AND PAINT ALL NEW REINFORCEMENT TO EXISTING N.T.S.
EXIS71NG STEEL JOIST
TO REMAIN (TYP)
V1 a f4fA 'I
Al
MfffiT WT
CC NOTE:
- "
,
'
. .
ROOF TOP EQUIPMENT
��O °-`
TO PREFAB METAL CURB AS PER
12" O.C.
MANUFACTURERS RECOMMENDATIONS
�
ATBRACKET
-
0 12" O.C. AT BRACKET
PREFAB METAL CURB BRACKET
REFER TO EQUIPMENT SHOP DWGS
ANCHOR PREFAB
METAL CURB THROUGH
"J"
14 GA (MIN) 'T 'CLOSURE CONT.
CLOSURE AND METAL
BY GENERAL CONTRACTOR
TEK SCREWS SPACED 0.12"O.C.
e/METAL DECK TO ANGLE
f
,�78-6 \TO "J* 'CLOSURE.
FOR INSULATION
REF. ARCH DWG'S
7
METAL ROOF DECK
~~^-- NEW ST�ELANG�� SUPPORTING PERIMETER DF NEW RTU
�
(SEE ROOF OPENING REPAIR DETAIL)
STEB- ANCLE -/
BELOW CURB
(SEE ROOF OPENING
|-
RO0FOPEN|NG---°-
DETAIL)
RTU CURB ATTACHMENT
TO ANGLE DETAIL
SCALE N.T.S.
TYP
4 14
TYP
METAL DECK
SEE MECH. DWGS 4-
F_ OR OPENING SIZ
-TYPICAL 4 SIDES
(4 REQUIRED) J L
JOIST SIZE
1'�C.TO VERIFY AND LOCATE ALL ROOFTOP
MECHANICAL UNITS AND OPENINGS AS REQUIRED.
2' SEE MECH. DWQS FOR OPENING SIZE & LOCATION.
J- PROVIDE L3 v 3 x 5/16 AT ROOF SUMPS
TYPICAL ROOF OPENING REPAIR DETAIL
^
N.T.S.
"
PERMIT S)IFF
FCPE CONSULTANTS, LLC
DAM
� .
.�
+
�
�
/�lv,� ,
�n� . ^
~
epkE
�
�