13-1329R-013C-2
�
` 11
MASONRY WALLS ARE NOT TO BE COMPLETED UN11L
-A INDICATES #4 HAIRPIN
U-1
U4
`
THE FLOOR ABOVE HAS BEEN POURED, CABLES
--
INDICATES #5 TOP BARS
/- `'~- ^-^-~-~^- ~- '-'-`-~-`-'-^-`-~-`~-'-~-`-�-' �'
' /1
AND #4 @ 12" o.c. TRANSV. BOTT. LANDINGS SHALL BE
S~ CONCRETE W/#5 0G~ o.o. EACH WAY(U.N'{1).
W
.0
. BOTH EDGES OF EVERY OPENING AND A�
TENSIONED AND ALL SHORES AND RESHORES REMOVED.
,
�� TOP BARS K� 1�c��.
^ "
�14' LONG �/ 1D- HOOK)
` ' ^
~
13) INDICATES 8 0� CONCRETE WALL �/�5 �NO"o/c E.W. EF
~��-�'
INDICATED PER THE MASONRY WALL SCHEDULE
'
CA
[----INDICATES #5 TOP BARS 012^o' c ' /6^ LONG W/1O" HOOK)
GENERATOR NTH
GENERAL CONTRACTOR TO PROVIDE 3/4° RECESS FOR
<
INTERIOR MASONRY ARE TO STOP 1/- ~
SHOWN OTHERWISE.
0
LIMITS OF CONSTRUCTION
MASONRY AT SLAB EDGES O� STEPS (TYP\
` ''^
- BARS ARE INDICATED ON PLAN'
I
'
___��� INDICATES �5 TOP BARS 4� 12o.c. (1O' LONG)
DIMENSION MAY VARY,
15),ALLPARAPETWALLS AREMW-4-TYP{CALU.N.O'
5c
INTERIOR MASONRY TYPE (W�-1\ UNLESS SHOWN
` ~
��mmr�r�� �s �np �^nn m^�~ /°,' /nuevv/,n~ umnm
11)
FOR EXTERIOR WALL SEGMENTS B^ LONG OR LESS
^n/^f1cmr rn `^'^`' noc^//u,r om.�
^
SLABO
C-2
�
u
`~
` 11
MASONRY WALLS ARE NOT TO BE COMPLETED UN11L
-A INDICATES #4 HAIRPIN
Q)
STAIRS SHALL BE G" CONCRETE 0G" oc LONQ T.
`
THE FLOOR ABOVE HAS BEEN POURED, CABLES
--
INDICATES #5 TOP BARS
/- `'~- ^-^-~-~^- ~- '-'-`-~-`-'-^-`-~-`~-'-~-`-�-' �'
' /1
AND #4 @ 12" o.c. TRANSV. BOTT. LANDINGS SHALL BE
S~ CONCRETE W/#5 0G~ o.o. EACH WAY(U.N'{1).
W
.0
. BOTH EDGES OF EVERY OPENING AND A�
TENSIONED AND ALL SHORES AND RESHORES REMOVED.
,
�� TOP BARS K� 1�c��.
^ "
�14' LONG �/ 1D- HOOK)
` ' ^
~
13) INDICATES 8 0� CONCRETE WALL �/�5 �NO"o/c E.W. EF
~��-�'
INDICATED PER THE MASONRY WALL SCHEDULE
'
6"jCIP'CONC. STAIR EXTEND CONCRE'
[----INDICATES #5 TOP BARS 012^o' c ' /6^ LONG W/1O" HOOK)
10\
GENERAL CONTRACTOR TO PROVIDE 3/4° RECESS FOR
<
INTERIOR MASONRY ARE TO STOP 1/- ~
SHOWN OTHERWISE.
"
MASONRY AT SLAB EDGES O� STEPS (TYP\
` ''^
- BARS ARE INDICATED ON PLAN'
,
'
___��� INDICATES �5 TOP BARS 4� 12o.c. (1O' LONG)
15),ALLPARAPETWALLS AREMW-4-TYP{CALU.N.O'
5c
INTERIOR MASONRY TYPE (W�-1\ UNLESS SHOWN
` ~
��mmr�r�� �s �np �^nn m^�~ /°,' /nuevv/,n~ umnm
11)
FOR EXTERIOR WALL SEGMENTS B^ LONG OR LESS
^n/^f1cmr rn `^'^`' noc^//u,r om.�
u
`~
` 11
MASONRY WALLS ARE NOT TO BE COMPLETED UN11L
-A INDICATES #4 HAIRPIN
Q)
STAIRS SHALL BE G" CONCRETE 0G" oc LONQ T.
`
THE FLOOR ABOVE HAS BEEN POURED, CABLES
--
INDICATES #5 TOP BARS
/- `'~- ^-^-~-~^- ~- '-'-`-~-`-'-^-`-~-`~-'-~-`-�-' �'
' /1
AND #4 @ 12" o.c. TRANSV. BOTT. LANDINGS SHALL BE
S~ CONCRETE W/#5 0G~ o.o. EACH WAY(U.N'{1).
W
.0
. BOTH EDGES OF EVERY OPENING AND A�
TENSIONED AND ALL SHORES AND RESHORES REMOVED.
,
�� TOP BARS K� 1�c��.
^ "
�14' LONG �/ 1D- HOOK)
` ' ^
~
13) INDICATES 8 0� CONCRETE WALL �/�5 �NO"o/c E.W. EF
~��-�'
INDICATED PER THE MASONRY WALL SCHEDULE
'
EXTERIOR MASONRY WALLS ARE TYPE (MW-2) UNLESS
[----INDICATES #5 TOP BARS 012^o' c ' /6^ LONG W/1O" HOOK)
10\
GENERAL CONTRACTOR TO PROVIDE 3/4° RECESS FOR
<
INTERIOR MASONRY ARE TO STOP 1/- ~
SHOWN OTHERWISE.
"
MASONRY AT SLAB EDGES O� STEPS (TYP\
` ''^
- BARS ARE INDICATED ON PLAN'
,
'
___��� INDICATES �5 TOP BARS 4� 12o.c. (1O' LONG)
15),ALLPARAPETWALLS AREMW-4-TYP{CALU.N.O'
5c
INTERIOR MASONRY TYPE (W�-1\ UNLESS SHOWN
` ~
��mmr�r�� �s �np �^nn m^�~ /°,' /nuevv/,n~ umnm
11)
FOR EXTERIOR WALL SEGMENTS B^ LONG OR LESS
^n/^f1cmr rn `^'^`' noc^//u,r om.�
u
`~
` 4\ ALL MASONRY WALLS T0 HAVE A REINFORCED,
T-4 INDICATES
/2\ #4 DIAGONAL TOP
8c BOTTOM. (5' LONG)
17) INDICATES 8" CONCRETE CRASH WALL �/�4 �@°o.c
`
' GROUT FILLED CELL ATE�RY�RNER.
. ` "
�` ` EkCEPT'THE)\REA OVER 'THE ' `-` ` ` ^� lND|CATE�`�TDD'RA{L �HEAR'REINFORCING.'', `''
\���#/
' TANK CURB 8c FASTENED ANGLE TO SLAB Y0/3/4° D)A� BOLTS �/ B" �WBE0 V0/H|[D HIT ADHESIVE !
` ' ° � ` -' -- ' _
`` SYSTEM. THERE }S A TOTAL OF � ANGLES PER ��PE�'��-1OAN����TOT�[
/- `'~- ^-^-~-~^- ~- '-'-`-~-`-'-^-`-~-`~-'-~-`-�-' �'
' /1
� =�� E.F. �R�CAL AND #4 ��2"�� E.F. HORIZONTAL
W
.0
. BOTH EDGES OF EVERY OPENING AND A�
/ INDICATES
,
�� TOP BARS K� 1�c��.
^ "
�14' LONG �/ 1D- HOOK)
` ' ^
~
13) INDICATES 8 0� CONCRETE WALL �/�5 �NO"o/c E.W. EF
~��-�'
INDICATED PER THE MASONRY WALL SCHEDULE
'
----- INDICATES
�5 TOP BARS
7) ALL RE|NF. BARB ON PLAN ARE �� U.W.D. AMOUNT OF
''' ' ' '
<
INTERIOR MASONRY ARE TO STOP 1/- ~
14\ DRILL 8 EPDXY REBAR 5" |N7D CONCRETE.
- BARS ARE INDICATED ON PLAN'
BELOW CONCRETE SLAB ABOVE.
------ INDICATES
#5 BOTTOM BARS
15),ALLPARAPETWALLS AREMW-4-TYP{CALU.N.O'
[/ k
�
\
/
�
�
)
J| W ------ I.
,v------
VW0|UK1� NO[LO(OK� 0u UQ J�OCJ�--O
|N|�U� OF TENDONS SHALL |W E�CH NOTE. A W
�
0
i 74Sohenba avenue, suite 112i
� mltamontesphngs,8327O1
:
phone: 407.830.1400
>
, tax 407830/4143
AA0OO2731
� v*wvvforumarchiteoture.com
�
����Uth Miami, ��
_ FL
�
,
SET DISTRIBUTIONS:
A SHEET REVISIONS:
10125113 Im
4: F-
03/12114 110 1 PST emclomrds
04107114 15 Mir-1
06118114 16 -Shd
07/31114 17 Cmne
0=14 18 Plina
/ 6] r«»wuE CONTROL JOINTS BETWEEN MASONRY ktV wcwu/r-0 ffzj °' u /ur m, 13u//mw
� 16) PROVIDE L6x4xl/2"x12" LQ GALVANIZED STEEL ANGLES 0EA, ENDS 8b W|Dp0MTS OF INTERIOR GENERATOR/RUE _ `.�
------ u/uEcnum |Hxu»un Surrux| COLUMNS (PER AQ 18'124)
-
i�
. ` "
�` ` EkCEPT'THE)\REA OVER 'THE ' `-` ` ` ^� lND|CATE�`�TDD'RA{L �HEAR'REINFORCING.'', `''
\���#/
' TANK CURB 8c FASTENED ANGLE TO SLAB Y0/3/4° D)A� BOLTS �/ B" �WBE0 V0/H|[D HIT ADHESIVE !
` ' ° � ` -' -- ' _
`` SYSTEM. THERE }S A TOTAL OF � ANGLES PER ��PE�'��-1OAN����TOT�[
/- `'~- ^-^-~-~^- ~- '-'-`-~-`-'-^-`-~-`~-'-~-`-�-' �'
' /1
3211 M W WE 200 UC #0004386
' SEE Ty�|�AL DETA|L ON SHEET �4O1
'
LONG �0E &c 2 PER SHORT �TEN !
' `TOR
-'/�\
^--^
(561)835.9W4 FAX(561)835-8255 JOB # 379.049
7) ALL RE|NF. BARB ON PLAN ARE �� U.W.D. AMOUNT OF
' E CURBS TO THE ANGLES �� FASTENERS INCLUDED WITH EQUIPMENT CURB BY �ANUFACTURER. �ENER �/ �
.��
v^ =�j
- BARS ARE INDICATED ON PLAN'
\_ ` FUEL TANK MAXIMUM SERVICE WE|GHT(WET)=2.Q0O LBS. FUEL TANK SERVICE WE|GHT(WET)=3.34O LBS. �` , �^
'
Based on Architectural Backgrounds Dated 10-28-131
i 74Sohenba avenue, suite 112i
� mltamontesphngs,8327O1
:
phone: 407.830.1400
>
, tax 407830/4143
AA0OO2731
� v*wvvforumarchiteoture.com
�
����Uth Miami, ��
_ FL
�
,
SET DISTRIBUTIONS:
A SHEET REVISIONS:
10125113 Im
4: F-
03/12114 110 1 PST emclomrds
04107114 15 Mir-1
06118114 16 -Shd
07/31114 17 Cmne
0=14 18 Plina