12-559R-006r
BUILT —UP ROOFING S" k. ^ _ r"'' - ^' ^^
GRADE PLYWOOD FAS
DECK. SEE STRUCTUR
SPECIFICATIONS FOR 1
4" WIDE CONCEALED
JOINT SPLICE
COATINUOUS
TO PROPER WIDTH.
1-1/2- SS RING SHA
PROVIDED AT EVERY
r
10'-0"
BRACING AT PERIMETI
O
FASTENED TO EXISTIN
WALL, SEE STRUCTUR
CDX OHO H
THE METAL DECK.
DRILLING
EXISTING MASONRY
9
COMPONENT
TYPE
REQUIRED
ATTACHMENT
RATE OF APPLICATION
DECK
Wood
Per Code
BASESHEET
GAFGLASR Strataventg)
One (1) ply
Drill -TecTM Standard
8" o.c. in 4 rows:
EliminatorT "t Nailable Base
Fasteners with 3" plates
One raw is in the 2" side lap
Sheet
The other rows are equally
ASTM D4897
■
spaced approx 9" o.c. in the
l�
field of the base sheet
PLYSHEET
RUBEROID9 SBS Heat-
One (1) ply
Heat Welded
Fully Adhered
WeldTM Smooth
ASTM D6164
CAPSHEET
RUBER01C SBS Heat-
One (1) ply
Heat Welded
Fully Adhered
WcIdTFt Plus FR
ASTM D6164
•
FLASHING
GAFGLASR #75 Base Sheet
One (1) ply
Mechanically fastened
Per GAFT) or code requirements
31fBHH
ASTM D4601
•
RUBEROIEW SBS Heat-
One (1) ply
Heat Welded
Fully Adhered
WeIdTAI Smooth
i
.
CD
ASTM D6164
CNI
C:)
a.
wcn6
Cn
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RUBEROIDO SBS Heat-
One (1) ply
Heat Welded
Fully Adhered
CV)
WeIdTAr Plus FR
ca
"It
ASTM D6164
GUARANTEE
WeatherStopperOD Diamond
Twenty (20)
GUARANTEE FEE IS
Pled eTM Guarantee
Xears
APPLICABLE
All GGAF@ accessories shall be used where applicable.
This system shall be installed by a GAF@ Master or Master Select"' Contractor.
7 Roof S ecification nts
a -12 NOTE:
1. ROOF SPECIFICATIONS ARE BASED ON GAF'S
MANUFACTURER SPECIFICATIONS. GC TO
PROVIDE ROOFING AS SPECIFIED OR AN EQUAL
APPROVED BY THE OWNER AND ARCHITECT.
2. NOA: 08- 1028.02, PAGE 9 OF 36
2 Wall Section 3/4"
A -12
22 GAUGE STAINLESS GUTTER
22 GAUGE STAINLESS
STEEL 4 "0 DOWNSPOUT
14 GAUGE STAINLESS STEEL
DOWNSPOUT HANGER, TYPICAL
14 GAUGE STAINLESS
STEEL DOWNSPOUT SHOE
CONCRETE SPLASH BLOCK
I EXISTING ROOF SURFACE BELOW
1. BASE /PLY SHEET(S) TURNED OVER EDGE
A MINIMUM OF 1 1/2" (38mm) OR
THICKNESS OF WHICHEVER IS GREATER.
2. FOR DRAINAGE OVER EDGE, USE METAL
WITHOUT GRAVEL STOP LIP,
4 Perimeter Gutter Detail NTS
A -12
NAIL 8" O.C.
NOTE:
1. BASE /PLY SHEET(S) TURNED OVER EDGE A MINIMUM OF 1 1/2"
(38mm) OR THICKNESS OF NAILER WHICHEVER IS GREATER OR A
SEPARATION MEMBRANE SHEET IS INSTALLED AS SHOWN
2. THIS DETAIL SHOULD BE USED ONLY WHERE WATER DRAINS AWAY
FROM EDGE.
3. PRIME BOTH SIDES OF FLANGE AND SET IT IN ROOF CEMENT ON
MOP MB, COLD MB SA, MB AND BUR. SET PRIMED FLANGE IN HEAT
SOFTENED MEMBRANE ON TORCH APP AND HEAT —WELD SBS SYSTEMS.
Flat Edge
FLashina Detail NTS
A -12
GUTTER SYSTEM NTH
CLOSED ENDS TO FASTEN r
O WOOD BLOCKING
WOOD BLOCKIVG
EXISTING MASONRY WALL
METAL DECK
METAL SET IN MASTIC WITH
MOP APPLIED MEMBRANES
—PRIME FLANGE BEFORE
STRIPPING
—DO NOT USE MASTIC WITH
TORCH APPLIED MEMBRANES
JOINT COVER 4" TO 6" WIDE
—SET IN MASTIC
NAILS APPROX. 3" O.C.
STAGGERED
RUBEROID / GAFGLAS
FLASHING MEMBRANE
RUBEROID / GAFGLAS
MEMBRANE
BASE / PLY SHEET(S)
CDX PLYWOOD SHEATHING
METAL DECK
CONTINUOUS CLEAT WITH 1"
MINIMUM LEG
GC TO PROVIDE NEW ROOF, SEE _ -
2/A -12. SLOPE ROOF ASSEMBLY FGR
A MINIMUM 1/4" PER 1' -0" "
NEW GUTTER SYSTEM
WITH CLOSED ENDS
PROVIDE NEW STAINLESS STEEL GUTTER
AND 4" RAIN WATER LEADER DOWN TO
EXISTING ROOF SURFACE BELOW, NEW
RAIN WATER LEADER TO BE OFFSET
2' -0" MIN TO AVOID EXISTING DOOR
OPENING BELOW, SEE DETAIL 4/A -12
EXISTING ROOF TO REMAIN AS IS
UNLESS OTHERWISE NOTED
EXISTING RAIN WATER I
CONDUCTOR AND DOWNSPOUT
Incinerator Room
Roof Plan 1/16"
NOTES: GENERAL
1. ALL ROOF SLOPES O 1'-0" MINIMUM.
GC TO SUBMIT SPECIFIC CONDITION DETAILS FOR EACH
TYPICAL CONDITION PER ROOF MANUFACTURER TO MAINTAIN
SEE 6/A -12 FOR F - --
ASSEMBLY DETAIL
FASTEN NAILER W11
EXPANSION BOLTS
WASHERS AT 24 01
IMBEDMENT INTO E)
CONCRETE OR FILU
CONTINUOUS SEALA
TYPICAL
CONTINUOUS L4X4X
AT PERIMETER FAS'
CONCRETE WALL, SI
EXISTING MASONRY
WALL TO REMAIN
NEW W— FLANGE BE,
SEE STRUCTURAL
5/8" CDX PLYWOOE
THE METAL DECK. 1
DRILLING SCREWS A
s Detail 31'
A -12
SEE 4/A-5 O. ROOF
ASSEMBLY DETAIL
FASTEN NAILER WITH %- DIAM
EXPANSION BOLTS
WASHERS AT 24 OC WITH 3"
WBEDMENT INTO EXISTING SOLIF
CONCRETE OR r CELL
24GA GALVANIZED CLEAT
FORMED IN 10' -0" LENGTHS
22 GAUGE STAINLESS GUTTER
5/8" CDX PLYWOOD FASTENED TO
THE METAL DECK. W/ #12 SELF
DRILLING SCREWS AT 6" Q.C.
CONTINUOUS L4X4X1/4" ANGLE BRACING
AT PERIMETER FASTENED TO EXISTING
CONCRETE WALL, SEE STRUCTURAL
14 GAUGE STAINLESS STEEL
DOWNSPOUT HANGER, TYPICAL
22 GAUGE STAINLESS STEEL
4 "0 DOWNSPOUT
EXISTING MASONRY
WALL TO REMAIN
NEW W— FLANGE BEAM,
SEE STRUCTURAL
Detail 3"
A -12
'Cll Y
7 P� F�
�e
BY
WIM
I
■
FORBES
ARCHITECTS
architecture
land planning
retail design
space planning
construction management
4565 ponce de [eon blvd.
suite 100
coral gables, florlda 33146
te1 :305.446.0649
fax :305.444.5557
fiorlds registration
no. M - F000104
O O O O @ O O O
O O O O O O O O
O O O O O 4 O O
O O O O ® O O O
O O O O O O O O
O O O O O O O 4
O O O O O O O O
. (^ ' • to
aEC
John `Roberj:q,e cb8s
AR0009810
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 OWNER AND /O2
TENANT SMALL ONLY BE PERMITTED TO RETAIN
COPIES OF THESE DRAWINGS, 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
EXCEPT BY AGREEMENT IN WRITING AND WITH
APPROPRIATE COMPENSATION TO FORBES
ARCHITECTS, COPYRIGHT Q2012. JOHN
FORBES. INC.. dba FORKS ARCHITECTS,
ALL RIGHTS RESERVED.
Date
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02 -22 -12
Commission
11070
Revisions
04 -12 -12 ADDENDUM #1
Sheet
A -12
12 Of 12
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02 -22 -12
Commission
11070
Revisions
04 -12 -12 ADDENDUM #1
Sheet
A -12
12 Of 12