13-96-108I
I
I
I
I
I
I
I
I
I
I
I
I -
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
I
I -
I
I
I
I
I
I
I -
I
I
I
I
I
I
I
I
I
I -
� � '89, '8"
I N PM Q In
J J J J J J
_60-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I C
I �
I p
N
I Q
I o
I m
o
I m
I p L .L7
C,
I �p LW Q W N N EA EA iA EA fA
CD W oNI'�QLfi
I C\j L LO LL W Li- L
�r —W C> UaWWWWW
InOLL_ L Ld.O�o-fafxqr_
I dt»E»tl�Qat»EAt»EAEAH3
I
I
I �
a�
I �
I �
I �
I
I
I
I �
I }
I CL
I N
cD
I C
I �
I o..
Lo
I �
I aa)
I �
I �
I +
I In
I
I C
I1d), 1�1W 0
Icr- or•: 0
Iz fir- JWN
C) m IX
EA N cv ao fA EA
I _
I
I
I
I
I •
I -
I
I
I'
I
I
I
I
I
I �
I I7D
I
I •�
14-
I
I
I
I
I
I
---------- - - - - --
D
COL
PRE - FINISHED ALUMINUM
COL
A
0
COPING ASSEMBLY.
G
BACKER SHEET PARADIENE 20 SA FULLY
E
S H
CONTINUOUS ANGLED PRESSURE
M
ADHERE.
M I
T
I TREATED WOOD BLOCKING.
A N
2X CONTINUOUS PRESSURE TREATED
P
Q
CONTINUOUS PRESSURE
j
WOOD BLOCKING ATTACHED TO
S
j TREATED WOOD BLOCKING
CONTINUOUS SEALANT j
CONCRETE WITH HILTI KWIK BOLT ��
5/8 DIA. X 2 3/4 EMBEDMENT AT 16
INSULATED METAL CURB.
ATTACHED TO CONCRETE
I
O.C. STAGGERED.
0
WITH HILTI KWIK BOLT
cia
0) S
PARAPRO 123 FLASHING
5/8" DIA. X 2 3/4"
ALUMINUM EDGE
CAP SHEET FULLY ADHERE
LLI
MEMBRANE.
��
CONTINUOUS WIND 1 S EMBEDMENT @ 16 O.C.
LOPE
FLASHING. SET IN
cn
CLEAT FASTENED I
STAGGERED.
FULL BED OF I
PLY SHEET FULLY ADHERE
2 X PRESSURE TREADED
AT 12" O.C. TO WOOD
PARAPRO 123 FLASHING
INDUSTRIAL ROOF I
4"
COVER BOARD
WOOD NAILER'
BLOCKING.
MEMBRANE.
CEMENT. FASTEN
AT 3" O.C. STAGGERED.
BACKER SHEET. PARADIENE
APPROVED FASTENER AT 8 " O.C.
— — - -- — --------------------------------
- - - - --
20 SA FULLY ADHERE TO
ToP of CONCRETE — — _ gQ,(�y,�pagADIENE2Q�A EULLY — - -
CONTINUOUS WIND
CLEAT FASTENED
CONTINUOUS SEALANT.
SURFACESAND HORIZONTAL
EL + 49 -2" ( ADHERE TO VERTICAL AND HORIZONTAL
%---
AT 12" O.C. TO WOOD. I
APPROVED FASTENER
BACKER SHEET PAPADIENE
tD j SURFACES.
I
AT 8" O.C.
20 SA FULLY ADHERE.
p ° PRIME MASONRY AND CONCRETE
° I SURFACES AS RECOMMENDED BY
ROOFING MANUFACTURER.
D
TOP OF CONCRETE _ _ _ I
EL + S2' -9"
COUNTER FLASHING. °0 Go
FIBER CANT.
CONTINUOUS SEALANT
I
y' PLY SHEET FULLY ADHERE.
AT ALL EDGES, BOTH D
cv p
p D
CONTINUOUS SEALANT.
SIDES. I
CAP SHEET FULLT ADHERE.
� D - D
� D � D
IV ,
4" FIBER CANT.
I °
D D D
2" 4"
° \
I
I
CONTINUOUS SEALANT.
D
STUCCO FINISH.
4
STUCCO FINISH. D °
° °
��
I '
PLY SHEET FULLY ADHERE.
BACKER SHEET. PARADIENE j
TAPERED INSULATION.
I D
D D D
CAP SHEET FULLY ADHERE.
20 SA FULLY ADHERE TO �
CONCRETE SLAB �
---------
$�;L OP OF ROOF SLAB _ — _ — _
VERTICAL AND HORIZONTAL • I
AND BEAM.
+ 471-10"
COVER BOARD.
SURFACES.
R
D
TAPERED INSULATION.
COVER BOARD.
TAPERED INSULATION. I
° °
° °
CONCRETE SLAB.
TOP OF ROOF SLAB
I p
EL + 4T -10"
,
3/8" "V" CONTROL JOINT L
I'
PRODUCT NUMBER 2075 °
BY PLASTIC COMPONENTS,
INC. INSTALL PER
MANUFACTURE'S D D
RECOMMENDATIONS. I
NOTES:
NOTES:
NOTES:
1. PREPARE GRANULE SURFACES UNDER FLASHING BY TORCH PREPARATION.
1. PRIMER IS REQUIRED FOR ALL FLASHING REINFORCING AND STRIPPING PLY APPLICATIONS.
1. APPLY GRANULE SURFACED FLASHING SHEETS IN PA -828 FLASHING CEMENT OR SFT CEMENT. SFT CEMENT IS
2. PRIMER IS INDICATED TO MAINTAIN PROPER ADHESION. COMPLY WITH MANUFACTURER REQUIREMENTS.
2. SEPARATE DISSIMILAR METAL TYPES SUBJECT TO ELECTROLYTIC REACTION.
REQUIRED FOR VERAL ALUMINUM AND STAINLESS STEEL FLASHING SHEETS.
3. SEPARATE DISSIMILAR METAL TYPES SUBJECT TO ELECTROLYTIC REACTION.
2. SEPARATE DISSIMILAR METAL TYPES SUBJECT TO ELECTROLYTIC REACTION.
4. ALL PRACTICES PERTAINING TO NRCA CERTA GUIDELINES SHALL BE FOLLOWED WHEN TORCHING METHODS ARE
EMPLOYED. THIS INCLUDES PERFORMING A FIRE WATCH FOLLOWING ANY TORCH APPLICATIONS. ALWAYS HAVE
APPROVED FIRE- EXTINGUISHING EQUIPMENT NEARBY.
ROOF EDGE DETAIL
EDGE FLASHING DETAIL
CURB DETAIL
1
SCALE:3 " =1' =0"
SCALE:3 " =1' =0"
SCALE:3 " =1' =0"
1
1
4 1/2 "
STOREFRONT DOOR.
SEE SCHEDULE ON
1" S_ L��
A9.1.
' . C
EXTERIOR INTERIOR
«� ; . •e
41/2-
G '
BOTTOM RAIL SWEEP, STOREFRONT MULLION BEYOND.
REFER TO
MODEL 209V BY PEMKO. ALIGN WITH INTERIOR EDGE OF
STRUCTURAL DRAWINGS
THRESHOLD.
FOR ADDITIONAL
INFORMATION,
DOOR STOP BEYOND.
STOREFRONT. SEE
D /S -10
FRONT MOUNTED BOTTOM
SPECIFICATION SECTION
RAIL SWEEP, MODEL 345 AV TILE OVER THINSET.
08 4113 AND DETAIL
BY PEMKO. SEE D2.1
E/A3.4. z
5/16" RECESS IN CONCRETE
CONCEALED CLOSER.
1/2" HIGH ADA COMPLIANT SLAB FOR RECESSED FLOOR
ALUMINUM THRESHOLD,
STUCCO FINISH
GRID,
ON BOTH SIDES.
MODEL 2006 AT BY PEMKO.
SET IN FULL BED OF
TOP RAIL RAIN CAP
-
SEALANT. Q RECESSED FLOOR GRILLE.
MODEL 347 A AND
SEE 5/A8.15. TOP OF FLOOR
68 AR BY PEMKO.
�
SEALANT GRILLE TO ALIGN WITH
TOP OF DOOR THRESHOLD
AND TOP OF FINISHED FLOOR
TILE.
ALIGN ALIGN
TOP OF ROOF INTERIOR COCRE E
-- ,------- -------- - - - - -- - -- ------ , - - - -- - - -_o
TOP OF EXTERIOR CONCRETE SLAE i .�
J / A Z�
EL- 0'' =1n' z
EXTERIOR
INTERIOR
4 1/2 " 3' -0"
END STUCCO
4" BELOW GRADE
TILE OVER THINSET.
SEE D2.1
TOP OF FIRST FLOOR
- _ — _ — —_ —_ —_ _ —_ —_—
EXTERIOR CONCRETE D D D
STOREFRONT DOOR.
SEE DOOR SCHEDULE
a. +o'-o� - - -- ---------------------- -- ---------------
SLAB.
ON A9.1.
1/22- EXPANSION JOINT. D
I I I I I I I I I I I I I I I I I I I I I I
I
INTERIOR CONCRETE , ,
I I I I I I I I I I I I I I I I I I I I
SLAB..
III III III III III III III III
III III
i
II
':�•: •:�':'':.....
II I III Ie. e e. e
III
D D D D D D D
I I I I - .- • .e� • : ' • . • •:� • • III
I I
o e e e e a e•
FRONT ENTRY DOOR THERSHOLD DETAIL
FRONT DOOR HEAD DETAIL
GARDEN LOW WALL
4
5
"
SCALE: 3 " =1' =0"
SCALE: 3 =1 =0
SCALE:1 =1' =0"
Copyright 2012 Gresham, 5mltn ana Farmers. All Kignts Keservea.
Design Services®
For The Built
Environment
0
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034 /CA3806
IB26000797/LC26000381
0
G
R
E
S H
A
M
S
M I
T
A N
D
P
A
R
T N
E R
S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034 /CA3806
IB26000797/LC26000381
SEAL: Kristin S. Herman -Druck
AR95172
• 'ti
Or
z1,
REVISION
I No. — Date — Revision I
I 1.1�j 1 02/01/2013 1 ADDENDUM NO.1 I
SECTION DETAILS
A3.21
FILE: 908OA320.dgn
PROJECT: 29080.00
DATE: 12/14/2012
I:
it�
M
Q
O
t\ U_
O
0
Ln
cia
0) S
x
LLI
o
cn
SEAL: Kristin S. Herman -Druck
AR95172
• 'ti
Or
z1,
REVISION
I No. — Date — Revision I
I 1.1�j 1 02/01/2013 1 ADDENDUM NO.1 I
SECTION DETAILS
A3.21
FILE: 908OA320.dgn
PROJECT: 29080.00
DATE: 12/14/2012