12-559-018CDNIINLIOUS P.T. 2X12 olnxn r^ nnnnrn
WIDTH.
M -WELD SNAP -ON COI
IN 10' -0" LENGTHS (S'
WELDED IN 5' -0" LEND
CONCEALED JOINT SPLI
FORMED SIDEWALLS FO
20GA GALV CLIP, 12" '
#9 x 1 -1/2" SS SORE'
PROVIDED (4 PER CLIP
1 -1/2" SS RING SHAN
(2 PER CLIP & SPLICE
CONTINUOUS P.T. 1 "X2'
PAINT EXPOSED SURFA
CONTINUOUS SEALANT
STUCCO WITH PAINT FII
Detail 3"
A -11
PATCH STUCCO AND PAINT TO MATCH
ADJACENT FINISH, TYPICAL.
CONTINUOUS SEALANT
COUNTERFLASHING ATTACHED PER
MANUFACTURER'S RECOMENDATIONS
MASONRY WALLS TO BE PRIMED PRIOR TO
FLASHING
ENERGYGUARD CANT STRIP SET IN
BITUMEN, SEE SPECIFICATIONS
RUBEROID / GAFGLAS BASE FLASHING
FASTENED PER MANUFACTURER'S
RECOMENDATIONS, TYPICAL.
RUBEROID / GAFGLAS MEMBRANE
BASE /PLY SHEETS
ROOF INSULATION TAPERED TO SCUPPER,
TYPICAL.
4 Detail 311
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BUILT -UP ROOFING SYSTEf' ^`"'^ T` ^rr^
INSULATION OVER 3/4" E)
PLYWOOD FASTENED TO 3'
SEE STRUCTURAL DRAWIN(
SPECIFICATIONS FOR DETA
PATCH STUCCO AND PAIN'
ADJACENT FINISH, TYPICAL
REMOVE EXISTING STUCCO
EXPOSED MASONRY WALL
REQUIRED FOR NEW GYPSL
STRUCTURE, ROOF MATEF
FLASHING, TYPICAL.
CONTINUOUS L3X3X1/4" A
BRACING AT PERIMETER F�
EXISTING CONCRETE WALL
EXISTING ELEVATOR SHAFT
OPENING TO BE BLOCKED -
COORDINATE WITH STRUCTI
PLANS. SEE PLAN FOR N
LOCATION OF VENT, TYPCI,
5/8" CDX PLYWOOD FASTS
THE METAL DECK. W/ #12
DRILLING SCREWS AT 6" 0
5/8" GYPSUM BOARD ON
STRIPS WITH R -5 INSULAT
EXISTING CONCRETE EYELIE
LIGHT FIXTURE TO BE REM
EXISTING SMOKE DETECTOF
EXISTING CONTROLS ARE T
RELOCATED TO NEW GYPSt
TYPICAL.
EXISTING ELEVATOR DOOR
OPENING TO REMAIN AS IE
5/8" GYPSUM BOARD CEIL
FASTENED WITH DRYWALL
24" O.C. REFER TO DETAIL
EXISTING CONCRETE SLAB
NOTE: ALL FASTENERS TO
GALVANIZED, TYPICAL
2 Wall Section 3/411
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NEW PARAPET WALL/
OVERHANG BEYOND.
EXISTING STRUCTURAL
WALL.
22 GAUGE STAINLESS
STEEL CONDUCTOR HE
22 GAUGE STAINLESS
STEEL 4 "0 DOWNSPOU'
14 GAUGE STAINLESS
STEEL DOWNSPOUT HA
BUILT -UP ROOFING SYSTEM OVER TAPERED
INSULATION OVER 3/4" EXTERIOR GRADE
PLYWOOD FASTENED TO 3" METAL DECK.
SEE STRUCTURAL DRAWINGS AND
SPECIFICATIONS FOR DETAILS.
SNAP ON COPING CAP.
PAINT FINISH OVER 3/4" STUCCO OVER
FELT - BACKED GALVANIZED METAL LATH,
FASTENED TO 3/4" EXTERIOR GRADE
PLYWOOD.
L4x4x1 /4" TYPICAL AT PERIMETER, SEE
STRUCTURAL DRAWINGS
CONTINUOUS PLASTIC CORNER
BEAD, TYPICAL
5/8" CDX PLYWOOD FASTENED TO
METAL DECK W/ #12 SELF
DRILLING SCREWS AT 6" O.C.
ALONG THE RIBS ® 12" O.C.
ATTACH STOREFRONT ACCORDING
TO NOA SPECIFICATIONS, TYPICAL.
5/8" GYPSUM BOARD CEILING
FASTENED WITH DRYWALL SCREWS AT
24" O.C. REFER TO DETAIL 6 /A -10.
NEW IMPACT STOREFRONT SYSTEM, SEE
NOA SCHEDULE ON i -SHEET
NEW FLOOR FINISH
ATTACHMENTS ACCORDING TO NOA SPECIFICATIONS
EXISTING CONCRETE SLAB
NOTE: ALL FASTENERS TO BE
GALVANIZED, TYPICAL
3
-1
SLOPE
CONTINUOUS ROOF
SEE SPECIFICATIONS
SLOPE 1/4-
. , CANT STRIP SET I
DRAIN BITUMEN, SEE SPECIFICATIONS TO 3s
- -._ --
TOP OF BEARING
4
i�
GO
NT
1 Wall Section 3/4t1
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FRONT VIEW
Downspout Detail 1 1/2"
A -11
FORBES
ARCHITECTS
architecture
land planning
retail design
space planning
_ - - - c -)nstru -coon mar7gement
45- 5 "pouae de lean -L) Iva.
SURe 100
coral gables, florida 33148
tel : 305. 445.0849
fax; 305-444-5557
florida registration
no. AA -F000104
m
I s MIAMI
`G DEPT.
r`
^ ° AL y CTION
D qy
ROOFING CONTRACTOR TO
SUBMIT SPECIAL CONDITION
DETAILS TO ARCHITECT FOR
APPROVAL, TYPICAL.
22 GAUGE 8 "D X 12"W
X 14 "D STAINLESS
STEEL CONDUCTOR HEAD
NEW ROOF OVERHANG.
REFER TO PLAN.
22 GAUGE STAINLESS
STEEL 4 "0 DOWNSPOUT
14 GAUGE STAINLESS
STEEL DOWNSPOUT
HANGER
NEW STRUCTURAL WALL
14 GAUGE STAINLESS
STEEL DOWNSPOUT SHOE
NEW CONCRETE SPLASH
BLOCK
EXISTING FLOOR
STRUCTURE
O O 0 a O O O a
O a a O a O O 0
O O a 0 0 0 O 0
0 a a 0 o a 0 0
a a O O a O O O
O a O O O O a 0
o a o a 0 O o a
O O O O O a a O
:$
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-... ®.
John Roberts"'torbes
AR0009810-
OWNERSHIP AND USE OF THE DDCUMENTS:
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 OWNER AND /OR
TENANT SHALL ONLY BE PERMITTED TO RETAIN
COPIES OF THESE DRAWINGS. SCHEDULES.
SPECIFICATIONS AND EXPRESSED IDEAS FOR
INFORMA71ON 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
EXCEPT BY AGREEMENT IN WRITING AND WITH
APPROPRIATE COMPENSATION TO FORBES
ARCHITECTS. COPYRIGHT Q 2012. JOHN
FORBES, INC., dba FORBES ARCHITECTS.
ALL RIGHTS RESERVED.
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11070
Revisions
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Commission
11070
Revisions
Sheet
A -11
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