12-192-0026
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Level 6
Elevator #3 R
GC TO PROVIDE NEW ROOF, SEE
4/A -2. PROVIDE TAPERED 1
INSULATION FOR A MINIMUM 16"
PER 1' -0" CONTINUOUS SLOPE
EXISTING ROOF DRAIN TO BE REPLACED
BY GAF METAL SCUPPER OR APPROVED
EQUAL, SEE DETAIL 2/A -2
PROVIDE STAINLESS STEEL SCUPPER
BOX AND 4" RAIN WATER LEADER DOWN
TO CONCRETE SPLASH BLOCK AT DECK
SURFACE, SEE DETAIL 6/A -2
EXISTING ROOFING TO BE
REMOVED TO CONCRETE DECK
CONTRACTOR REMOVE AND SEAL
EXISTING 2 "0 PVC OVERFLOW
PIPE AND PENETRATION
Y 4. > X/'
Level 6
Elm
PROVIDE STAINLESS STEEL SCUPPER
BOX AND 4" RAIN WATER LEADER DOWN
TO CONCRETE SPLASH BLOCK AT DECK
SURFACE, SEE DETAIL 6/A -2
EXISTING ROOF DRAIN TO BE REPLACED
BY GAF METAL SCUPPER OR APPROVED
EQUAL, SEE DETAIL 2/A -2
GC TO PROVIDE NEW ROOF, SEE
4/A -2. PROVIDE TAPERED
INSULATION FOR A MINIMUM 1/8"
PER 1' -0" CONTINUOUS SLOPE
EXISTING ROOFING TO
BE REMOVED TO 1
CONCRETE DECK
f Plan 1/16°
PROVIDE STAINLESS STEEL
SCUPPER BOX AND 4"
RAIN WATER LEADER DOWN
TO CONCRETE SPLASH
BLOCK AT DECK SURFACE,
SEE DETAIL 6/A -2
CONTRACTOR REMOVE AND SEAL---X
EXISTING 2 "0 PVC OVERFLOW
PIPE AND PENETRATION
Level 6
Stair #2 R
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1 Floor Plan 1/16°
GENERAL NOTES: 1
1. ALL ROOF SLOPES ARE TO BE 1/8" PER
1' -0" MINIMUM.
2. ALL CRICKET DRAINS TO BE AT A 45' ANGLE
AND SLOPE 1/2" PER 1' -0 ".
3. GC TO SUBMIT SPECIFIC CONDITION DETAILS
FOR EACH TYPICAL CONDITION PER ROOF
MANUFACTURER TO MAINTAIN WARRANTEE.
4
A -1
Stair
No 2
wl�_ ZONE 3
WIND PRESSURE SCHEDULE:
ZONE WIND SPEED
3 287.0 PSF
NOTE: PRESSURE BASED ON
19OMPH WIND SPEED.
VALUES INDICATED ARE NET UPLIFT.
EXPOSURE FACTOR C IMPORTANCE
FACTOR = 1.0
100 SQ FT PER ASCE 7 -05
c `f Wind Pressure
ZONE 3--
Roof Plan NTS
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EXISTING ROOF DRAIN TO BE REPLACED
BY GAF METAL SCUPPER OR APPROVED
EQUAL, SEE DETAIL 3/A -2
GC TO PROVIDE NEW ROOF, SEE
4/A -2. PROVIDE TAPERED
INSULATION FOR A MINIMUM 1/8"
PER 1' -0" CONTINUOUS SLOPE
EXISTING ROOFING TO 1
BE REMOVED TO
CONCRETE DECK
Level 6
Stair #1 R
BUILDING DEPT.
STRUCTL'Iii'. - SECTION
GC TO PROVIDE NEW ROOF, SEE
4/A -2. PROVIDE TAPEREqBE
INSULATION FOR A MINIM
PER 1' -0" CONTINUOUS
EXISTING ROOF DRAIN TREPLACED BY GAF META
SCUPPER OR APPROVED
EQUAL, SEE DETAIL 2/A -2
PROVIDE STAINLESS STEEL SCUPPER BOX
AND 4" RAIN WATER LEADER DOWN TO
CONCRETE SPLASH BLOCK AT DECK
SURFACE, SEE DETAIL 6/A -2
EXISTING ROOFING TO
BE REMOVED TO
CONCRETE DECK
CONTRACTOR REMOVE AND SEAL
EXISTING 2 "0 PVC OVERFLOW
PIPE AND PENETRATION
FORBES
=ARCHITECTS
_architecture
land planning
retail design
_space planning
corstruction - management
4565 00-1 de 4eon blvd.
suite 100
coral gables, florlda 33146
te1:305.446.0849
fa x: 305 444 5557
florida registration
no. AA - F000104
O O O O O O a O
O O • O O O • O
O " • O O O a O
O O O O O O O O
O • • O O • " O
O O O O O a O O
O O • O O O O O
e e e e o e e •
t` V 1
nf.
John Roberts Forbes
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 /OR
TENANT SHALL 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 PATH
APPROPRIATE COMPENSAT!Q14 TO FORBES
ARCHITECTS COPYRIGHT 2009, JOHN
FORBES. INC., dba FORBES ARCHITECTS
ALL RIGHTS RESERVED.
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Date
01 -12 -12
Commission
11070
Revisions
Q 01 -24 -12 ADDENDUM #1
Sheet
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