03-1559-024I
FIN 5L,45 ELEV
a
+2 4'� (o
I
$ "I _011
111 1 1-10 +14'
I
REVISION BY
1
1/213/04 PERMIT REVISION
U 0 C,
Q U
2
4/113/04 owner REVISION
3
610104 REVIEW
WRAF FLASHING ALONG SIDES OF
1/1522/04 RE V IEW
SCUPPER MIN 4" BELOW STUCCO
10
1/1/05 CITY OF BOUTH MIAMI REVi
311,
CAULK NOTCH AT
WRAP GALV FLASHING FROM INSIDE
R
END OF FLASHING
5CUPPER DOWN WALL AND RETURN MIN 4'
BELOW GRANULAR CAP SHEET ON ROOF DECK
PRE-C,46T CONC
PROVIDE 855 GRANULAR CAP SHEET FLASHING
SCUPPER WITH
OVER GALV FLA5PING AND RETURN DOWN WALL
OPEN TOP(TYF)
TO WRAP MIN 4" OVER ROOF CAP 5PEET
FOUNDATION WATERPROOFING TO
WATER DRIP
CUT- IN REGLET
CONSIST or- WATERPROOFING mEm5RANE
MECHANICALLY ATTACHEr-) TO CONIC
CONTINUOUS GALV METAL FLASHING
WALL, A SEPARATION LAYER AND A
TERMINATE WATERPROOFING
PROTECTION LAYER ADJACENT TO
MEMBRANES UNDER FLASHING WITH
5ACKFILL. U5E "SARNAFIL' WATERPROOFING
-4
SYSTEM ORARCHITECT APPROVED EQUAL.
17�
SUBMIT COMPLETE SHOP DWG'S TO
4
ARCHITECT FOR APPROVAL.
5TRUCT CONIC ROOF
PECK
41.
CONIC WALL AS PER
STRUCT DW63'5
TYP EMER.
OVERFLOW
SCUPPER
WATER STOP AS
PER 6TRUCT DW3'5
M
I M
IY—SCALE:
WATER STOPAS PER
1-1/2"
1'— 0
STRUCT DWG'S
ROOF MEMBRANES
TO TUCK UNFER COLLAR
"PORTALS PLUS' OR EQUAL
4
CLAMPMIN 2' WITH CONT
ROOF DRAIN W/STRAINER
SEALANT AROUND
COLLAR CLAMP RING
4
R OFINGSYSTEM AS PER
4
PLANS
4'
WATERPROOF UNDER& IDEE
4.1
1 4
�W
OF SLAB AT AND BELOZ
4
WATER TABLE. SUBMIT
4
COMPLETE MEM5RANE 5HOP
DWG'S TO ARCH TO APPROVE
4.
CONTINUOUS PERFORATED PVC PIFE ALONG
V
BASE OF FOOTING.
ROOF DRAIN PAN
CONCRETE SLAB
(REFER TO 5TRUCT. DWG6.)—
RAIN WATER LEADER
(REFER TO PLUMBING DWG5.)
WATERPROOFING
TERMINATION AT GRADE
BELOW GR
ROOFING
(�)__SCALE:
1-1/2" 1'-0"
SCALE: 3/4 V_V
TYP ROOF
DRAIN
I
FIN 5L,45 ELEV
a
+2 4'� (o
I
$ "I _011
111 1 1-10 +14'
I
15790 SW 88TH AVE
MIAMI, FL 33157
AR 0017521
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED TO: ARCHITECTURAL,
SURVEYING, STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, & WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND/OR MATERIALS FURNISHED
ON THE JOB.
All graphic materia I appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
al common low, statutory and other
reserved rights.
Z
�A' Al'
SEAL:
J
U)
0�
UJ
ry >
LU 0 — D U)
LL Z
LL 06
LL Z z LL
0 . O� ()
0 — 2
U. (n <
UJ UJ
z co 0
NORTH
DRAWN BY:
MER
DATE:
4/19/04
SCALE:
AS NOTED
SHEET NO.:
A-11T
REVISION BY
1
1/213/04 PERMIT REVISION
2
4/113/04 owner REVISION
3
610104 REVIEW
5
1/1522/04 RE V IEW
10
1/1/05 CITY OF BOUTH MIAMI REVi
311,
R
15790 SW 88TH AVE
MIAMI, FL 33157
AR 0017521
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED TO: ARCHITECTURAL,
SURVEYING, STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, & WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND/OR MATERIALS FURNISHED
ON THE JOB.
All graphic materia I appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
al common low, statutory and other
reserved rights.
Z
�A' Al'
SEAL:
J
U)
0�
UJ
ry >
LU 0 — D U)
LL Z
LL 06
LL Z z LL
0 . O� ()
0 — 2
U. (n <
UJ UJ
z co 0
NORTH
DRAWN BY:
MER
DATE:
4/19/04
SCALE:
AS NOTED
SHEET NO.:
A-11T