12-464R-0021 1 2 I 3
EXIST 6711-C.U.-
TO REMAINL
EXISTING CONC.
TO REMA EXR WALL TO STAIR TO REMAIN
NL PLANTER WALL r0
REMAIN.
TOP OF WALL IST - -2 — EXISTNs PLANTER I
TO REMAIN. I �IF 4
ELEV• +2 -0" - - - � 1 `^
\NY
4 \ STARTER NEW STARTEFI / �O -
NEW CMUU WIALr - - - NEW CMU
WALL — — —
C EXISTING CM WALL TO BE T WALL \ \ ® — . , EXISTING CMIU WALL TO BE PARTIALLY
PARTIALLY DEMOLISHED �V_ +3 -8' L 1 F:- DEMOLISHED r0 MATCH NEW PERIMETER
TO MATCH NEW PERIMETER \ I / FENCE ELEVATION.
, FENCE ELEVATION. 1
NEW WF -24 TO NEW U F -24 TO
MATCH EXISTING I ®I MATCH EXISTING
1/OF CMU PIER — — — — — — — —
ELEV, 46 -0" NEW F -35 NEW F -35 T /OF CMU PIER
ELEV. 46 -0"
CUT EXISTING SLAB BACK AS
NEW ALUMINUM GATE BY REQUIRED FOR NEW FTC.
SPECIALTY ENGINEER INSTALLATION AND REPAIR
SUBMIT SHOP DRAWINGS SEE DETAIL 6/6-2
FOR APPROVAL
i
PARTIAL FOUNDATION FRAMING PLAN "TYPE 11 1311
SCALE: 1/4 " =1' -0"
B
A
TYPICAL FOUNDATION PLAN NOTES:
L NEW CONCRETE SLAB TO CONSIST OF 6' CONC, REINFORCED w/ (2) LAYERS OF bxb wL4 x wL4 WWP. OVER 6 MIL VAPOR BARRIER OVER
COMPACTED TERMITE TREATED SOIL
2. COORDINATE THIS DRAWING w/ ARCHITECTS DRAWINGS AND DOOR/ WNDOW MANUFACTURER FOR DOOR AND WINDOW ROUGH OPENINGS
DIMENSIONS 4 LOCATIONS-
3- COORDINATE TOP OF SLAB WITH FINAL FLOOR FINISHES, SLAB RECESSES, AND FLOOR SLOPES PER THE ARCHITECTS DRAWINGS
4. TOP OF FINISHED SLAB RM ELEV. - 0' -0" (UNLESS NOTED OTHERWISE). (TO MATCH EXISTING SLAB) TOP OF FOOTING ELEV. 4-0"
5 ALL FOOTINGS ARE CENTERED BENEATH BEARING WALLS AND COLUMNS, TYPICAL OR UNLESS NOTED OTHERWISE.
b_ EPDXY DOIJEL ALL NEW RENF• w/4' EMBEDMENT TO EXISTING GONG WHERE NEW FOUNDATIONS MEET EXISTING FOUNDATIONS
'L DO NOT INSTALL EXPANSION BOLTS OR TAPCONS INTO MORTAR JOINTS OR MASONRY WEBS. INSTALL BOLTS DIRECTLY M THE MIDDLE
OF GROUT FILLED CELLS OR INTO CONCRETE
T.O ALUMINUM FENCE
ELEV. + 6'- OVABOVE FINISHED
GRADE
8 "x8" CONC. CAP
w/ (2) 5 CONT,
1 8" CMU WALL REINF, W/ 5
VERT, s 24" MAX, oz IN
GROUTED CELL
EXISTING CONC. SLAB
TO REMAIN.
T.O. SLAB,
REF. 40' -0"
COMPACT CLEAN FILL
mod•
�i
0 �
ALUMINUN FENCE BY
OTHERS (CONTRACTOR TO
SUBMITT SHOP DRAWINGS TO EA.R.
FOR APP-)
ELEV, +3' -811/ ABOVE
FINISHED GRADE.
09 LADDER TYPE JOINT
REINFORCING 9 16" oz-
VERTICAL SPACING. TYP.
EXISTING OR NEW CONC.
SLAB. SEE PLAN.
• BELOW GRADE
04 TRAI TOP AND BOTTOM
AT 12" O.C.
CLR TYR (3) 5 CONT, TOP
SEE PLAN 4 BOTTOM
NEW W30 FTG,
SEE PLAN.
T/ CMU PIER ELEV_ 46' -0"
ABOVE GRADE.
all CMU WALL REINS W/ 5
VERT. A 24" MAX, oz IN
GROUTED CELL
o
Q
In
GRADE,
ii
u
r
3" CLR_ TYR
ELEV. +3 -8' W I \ NEW WF -24 TO
I ® I I MATCH EXISTING
T /OF CMU PIER — — — — — — —
ELEVr 46 -0" NEW F -35 NEW F -35 T /OF CMU PIER
Y1' STRIP W/ PAVERS. Fl Fy 46 -0■
GUT EXISTING SLAB BACK A$
NEW ALUMINUM GATE BY REWIRED FOR NEW FTC.
SPECIALTY ENGINEER INSTALLATION AND REPAIR
SUBMIT SHOP DRAWINGS SEE DETAIL 6/8-2
FOR APPROVAL
PARTIAL FOUNDATION FRAMING PLAN "TYPE 11$111
SCALE: 1/4"=V-0"
TYPICAL FOUNDATION PLAN NOTES
L NEW CONCRETE SLAB TO CONSIST OF 6" CONC. REINFORCED w/ (2) LAYERS OF 6x6 wL4 x wL4 WWF OVER 6 MIL VAPOR BARRIER OVER
COMPACTED TERMITE TREATED SOIL.
2. COORDINATE THIS DRAWING w/ ARCHITECTS DRAWINGS AND DOOR / WINDOW MANUFACTURER FOR DOOR AND WINDOW ROUGH OPENINGS
DIMENSIONS 4 LOCATIONS.
3 COORDINATE TOP OF SLAB WITH FINAL FLOOR FINISHES, SLAB RECESSES, AND FLOOR SLOPES PER THE ARCHITECTS DRAWINGS.
4. TOP OF FINISHED SLAB REF. ELEV. - 0' -0" (UNLESS NOTED OTHERWISE), (TO MATCH EXISTING SLAB) TOP OF FOOTING ELEV. 4-0"
5 ALL FOOTINGS ARE CENTERED BENEATH BEARING WALLS AND COLUMNS, TYPICAL OR UNLESS NOTED OTHERWISE.
6. EPDXY DOWEL ALL NEW RENT w/4" 8 BEDr'ENT TO EXISTING CONE WHERE NEW FOUNDATIONS FEET EXISTING FOUNDATIONS
7, DO NOT INSTALL EXPANSION BOLTS OR TAPCONS INTO MORTAR JOINTS OR MASONRY WEBS INSTALL BOLTS DIRECTLY N THE MIDDLE
OF GROUT FILLED CELLS OR INTO CONCRETE
_ 8 'x32 ' CONE CAP
BEAM w/ (4) 5 EACH WAY
A MID DEPTH.
(4) MI6 VERT_ IN GROUTED
CELL
09 LADDER TYPE JOINT
REINS =tls* • 16" oz-
VERTICAL SPACING. TYP,
EXISTING OR NEW coNc.
SLAB SEE PLAN.
3/4 ",
PREFAB 22 gga_ GALV. STEEL
1/8" WIDE, 1/4 SLAB DEPTH CUT ALTERNATE WIRE FORM TO BE- INSTALLED AS
SAW CUT WITHIN 18 �xs. AT CONTROL JOINT
WELDED WIRE FABRIC PER MANUFACTURER'S SPECS.
FILL SAWCLlT WITH CONSTRUCTION JOINT DETAIL
NON - SHRINK GROUT CAS REQ'D)
CONTRACTION JOINT DETAIL
G.J. ON PLANS AS INDICATED
SECTION
NOTE: (F.B.C. 109.3.6.4.4) "TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE
APPLICABLE FIRE - SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633 OF THE FLORIDA STATUES."
1 � 7
-COMPACT CLEAN FILL
CONT. TOP AND BOTTOM CONE
,A
TD_ ALUMINUM FENCE
ELEV. + V- 0VA15OVE FINISHED
GRADE.
ALLIII FENCE BY
OTHERS. (CONTRACTOR TO
SUBMITT SHOP DRAWINGS TO E.O.R
FOR APP)
REMOVE TOP PORTION
OF WALL
NEW 8 "1 CONC. CAP
w/ (2) 5 CONT. Ak T.Q. WALL
ELEV, +3' -8"/ ABOVE
• • 4 FINISHED GRADE.
EXISTING 5 VERT. A 24"
OC. STEEL REINFORCING EXISTING 8" CMU WALL t0
TO REMAIN. GUT 2" BELOW
TOP OF CAP_ REMAIN AFTER REMOVING
TOP OF WALL
EXISTING 4" CONC. SLAB EXISTING 4" CONE SLAB
TO REMAIN. TO REMAIN.
TA_ SLAB
REF
T.O. FTC. REF. -1' -6"
BELOW GRADE
EXISTING 24 "x24 "xCONT.
WALL FOOTING TO REMAIK
"ECTION
(1) 04 CONT,
03 x 121G. A 24"oa.
EPDXY DOWEL, 3" EMBED.
3" 611 NEW SLAB, w/ WIRE MESH.
zl�
EXISTING SLAB —"
� / /� / /� / /� / / \_' CLEAN FALL
ROUGHEN SURFACE TO MIN.
I/8" AMPLITUDE
SECTION
3/4'a l'-O"
I
/EXISTING STRUCTURE
4
j
EXISTING R
TO REMAIN, I I I
I
I�
- - - EXISTING llF 24 ------ 7
STARTER I I EXISTING STEEL
L 8T COLUMIN I I cOLll"N 4 FOOTWI TO
� 24 WFt2 T I REMAIN. II
a MATCH I IS Nd
- -- CMU ® L—
EXISTING CMU WALL TO BE \ �
PARTIALLY DEMOLISHED r ®Ir
TO MATCH NEW PERIMETER
FENCE ELEVATION. I I EXISTNCs
I I UUF -24
T /OF CMU PIER - - -- - - --I
ELEV, 46 -01 NEW F -35 NEW F -35
NEW ALUMIMJ'1 GATE BY t /OF CMl1 PIER
SPECIALTY ENGINEER
SUBMIT SHOP DRAWINGS ELEV, 46 -0'
FOR APPROVAI. CUT EXISTING SLAB BACK AS
REQUIRED FOR NEW FTC.
INSTALLATION AND REPAIR
SEE DETAIL 6/S -2
PARTIAL FOUNDATION FRAMING PLAN "TYPE Ilc 11
SCALE: 1/4"=1'-0"
TYPICAL FOUNDATION PLAN NOTES;
L NEW CONCRETE SLAB TO CONSIST OF 6" CONC. REINFORCED w/ (2) LAYERS OF 6xb wl.4 x w1A W1UF. OVER 6 MIL VAPOR BARRIER OVER
COMPACTED TERMITE TREATED SOIL
I COORDINATE THIS DRAWING: w/ ARCHITECTS DRAWINGS AND DOOR/ WINDOW MANUFACTURER FOR DOOR AND WINDOW ROUGH OPENINGS
DIMENSIONS 4 LOCATIONS
3, COORDINATE TOP OF SLAB WITH FINAL FLOOR FINISHES, SLAB RECESSES, AND FLOOR SLOPES PER THE ARCHITECTS DRAWINGS
4. TOP OF FINISHED SLAB REF ELEV, - 0' -0" (UNLESS NOTED OTHERWISE). (T0 MATCH EXISTING SLAB) TOP OF FOOTING ELEV. 4-0'
5 ALL FOOTINGS ARE CENTERED BENEATH BEARING WALLS AND COLUMNS, TYPICAL OR UNLESS NOTED OTHERWISE.
6. EPDXY DOWEL ALL NEW REW w/4" EMBEDMENT TO EXISTING CONC. WHERE NEW FOUNDATIONS MEET EXISTING FOUNDATIONS
'L DO NOT INSTALL EXPANSION BOLTS OR TAPCONS INTO MORTAR JOINTS OR MASONRY WEBS, INSTALL BOLTS DIRECTLY N THE MIDDLE
OF GROUT FILLED CELLS OR INTO CONCRETE
+3x12" LONG DOWEL DRILLED
AND EPDXIED MT WALL AT
16" O.C. VERTICALL (4" EMS-)
MATCH EXISTING .ice
t
w -
STARTER
COLUM SEE
PLAN. .
DRILL AND EPDXIED
COLUMN VERT. INTO
EXISTING (5" EMB-)
EXISTING
CMU WALL
ol
SEE FTC DOWEL TOP 4 BTM. nINF
SEE INTO EXISTING FOOTING
AND SET w/ 2 PART EPDXY_
"ECTION
CITY OF SOUTFI MIAIljj
BUILDING BBB °T.
STRUCTURAL
SECTION
Y;
NON
STRUCTURAL ENGINEERS " "'' " 2
6635 W. Commercial Blvd. 02-C� (/
Suite 215 'A varolVa z, P.E. z
Tamarac, FL 33319
Ph: (954) 731 -2511 '�.; FL,IPE- #60843
Fax: (954) 731 -2591 !' f-L-.• CA # 27446
d ,
C
B
A
;DESGN TEAR,;• _
'OLIO, PULIDO, AID'
ARCHITECTURE - PLANNING
12721 S.W. 30 ST. MIAMI, FL 3317
PH: (305) 505 -6910 - AR93904^
i
)JECT:
CLIENT:
CHRIS BARTLETT
JCB CONTRACTING INC.
631 SE 5TH TERRACE
POMPANO BEACH, FL
PROJECT:
NEW ALUMINUM FENCE
AND GATE TO:
RED ROAD COMMONS
6600 RED ROAD
SOUTH MIAMI, FL 33146
MANAGMENT:
#
.
DATE
1
BOARD REVIEW
COMMENTS
07.27.12
2
JOB SITE COND.
02.07.13
a
DATE: 09.12.2012
PROJECT No.: 077 -12
DRAWN BY: L.L.
CHECKED BY: A.V.
COPYRIGHT JULIO PULIDO ARCHITECT, 2012
C
d'
°'
•d
I
°
°.
3" CLR_ TYR
ELEV. +3 -8' W I \ NEW WF -24 TO
I ® I I MATCH EXISTING
T /OF CMU PIER — — — — — — —
ELEVr 46 -0" NEW F -35 NEW F -35 T /OF CMU PIER
Y1' STRIP W/ PAVERS. Fl Fy 46 -0■
GUT EXISTING SLAB BACK A$
NEW ALUMINUM GATE BY REWIRED FOR NEW FTC.
SPECIALTY ENGINEER INSTALLATION AND REPAIR
SUBMIT SHOP DRAWINGS SEE DETAIL 6/8-2
FOR APPROVAL
PARTIAL FOUNDATION FRAMING PLAN "TYPE 11$111
SCALE: 1/4"=V-0"
TYPICAL FOUNDATION PLAN NOTES
L NEW CONCRETE SLAB TO CONSIST OF 6" CONC. REINFORCED w/ (2) LAYERS OF 6x6 wL4 x wL4 WWF OVER 6 MIL VAPOR BARRIER OVER
COMPACTED TERMITE TREATED SOIL.
2. COORDINATE THIS DRAWING w/ ARCHITECTS DRAWINGS AND DOOR / WINDOW MANUFACTURER FOR DOOR AND WINDOW ROUGH OPENINGS
DIMENSIONS 4 LOCATIONS.
3 COORDINATE TOP OF SLAB WITH FINAL FLOOR FINISHES, SLAB RECESSES, AND FLOOR SLOPES PER THE ARCHITECTS DRAWINGS.
4. TOP OF FINISHED SLAB REF. ELEV. - 0' -0" (UNLESS NOTED OTHERWISE), (TO MATCH EXISTING SLAB) TOP OF FOOTING ELEV. 4-0"
5 ALL FOOTINGS ARE CENTERED BENEATH BEARING WALLS AND COLUMNS, TYPICAL OR UNLESS NOTED OTHERWISE.
6. EPDXY DOWEL ALL NEW RENT w/4" 8 BEDr'ENT TO EXISTING CONE WHERE NEW FOUNDATIONS FEET EXISTING FOUNDATIONS
7, DO NOT INSTALL EXPANSION BOLTS OR TAPCONS INTO MORTAR JOINTS OR MASONRY WEBS INSTALL BOLTS DIRECTLY N THE MIDDLE
OF GROUT FILLED CELLS OR INTO CONCRETE
_ 8 'x32 ' CONE CAP
BEAM w/ (4) 5 EACH WAY
A MID DEPTH.
(4) MI6 VERT_ IN GROUTED
CELL
09 LADDER TYPE JOINT
REINS =tls* • 16" oz-
VERTICAL SPACING. TYP,
EXISTING OR NEW coNc.
SLAB SEE PLAN.
3/4 ",
PREFAB 22 gga_ GALV. STEEL
1/8" WIDE, 1/4 SLAB DEPTH CUT ALTERNATE WIRE FORM TO BE- INSTALLED AS
SAW CUT WITHIN 18 �xs. AT CONTROL JOINT
WELDED WIRE FABRIC PER MANUFACTURER'S SPECS.
FILL SAWCLlT WITH CONSTRUCTION JOINT DETAIL
NON - SHRINK GROUT CAS REQ'D)
CONTRACTION JOINT DETAIL
G.J. ON PLANS AS INDICATED
SECTION
NOTE: (F.B.C. 109.3.6.4.4) "TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE
APPLICABLE FIRE - SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633 OF THE FLORIDA STATUES."
1 � 7
-COMPACT CLEAN FILL
CONT. TOP AND BOTTOM CONE
,A
TD_ ALUMINUM FENCE
ELEV. + V- 0VA15OVE FINISHED
GRADE.
ALLIII FENCE BY
OTHERS. (CONTRACTOR TO
SUBMITT SHOP DRAWINGS TO E.O.R
FOR APP)
REMOVE TOP PORTION
OF WALL
NEW 8 "1 CONC. CAP
w/ (2) 5 CONT. Ak T.Q. WALL
ELEV, +3' -8"/ ABOVE
• • 4 FINISHED GRADE.
EXISTING 5 VERT. A 24"
OC. STEEL REINFORCING EXISTING 8" CMU WALL t0
TO REMAIN. GUT 2" BELOW
TOP OF CAP_ REMAIN AFTER REMOVING
TOP OF WALL
EXISTING 4" CONC. SLAB EXISTING 4" CONE SLAB
TO REMAIN. TO REMAIN.
TA_ SLAB
REF
T.O. FTC. REF. -1' -6"
BELOW GRADE
EXISTING 24 "x24 "xCONT.
WALL FOOTING TO REMAIK
"ECTION
(1) 04 CONT,
03 x 121G. A 24"oa.
EPDXY DOWEL, 3" EMBED.
3" 611 NEW SLAB, w/ WIRE MESH.
zl�
EXISTING SLAB —"
� / /� / /� / /� / / \_' CLEAN FALL
ROUGHEN SURFACE TO MIN.
I/8" AMPLITUDE
SECTION
3/4'a l'-O"
I
/EXISTING STRUCTURE
4
j
EXISTING R
TO REMAIN, I I I
I
I�
- - - EXISTING llF 24 ------ 7
STARTER I I EXISTING STEEL
L 8T COLUMIN I I cOLll"N 4 FOOTWI TO
� 24 WFt2 T I REMAIN. II
a MATCH I IS Nd
- -- CMU ® L—
EXISTING CMU WALL TO BE \ �
PARTIALLY DEMOLISHED r ®Ir
TO MATCH NEW PERIMETER
FENCE ELEVATION. I I EXISTNCs
I I UUF -24
T /OF CMU PIER - - -- - - --I
ELEV, 46 -01 NEW F -35 NEW F -35
NEW ALUMIMJ'1 GATE BY t /OF CMl1 PIER
SPECIALTY ENGINEER
SUBMIT SHOP DRAWINGS ELEV, 46 -0'
FOR APPROVAI. CUT EXISTING SLAB BACK AS
REQUIRED FOR NEW FTC.
INSTALLATION AND REPAIR
SEE DETAIL 6/S -2
PARTIAL FOUNDATION FRAMING PLAN "TYPE Ilc 11
SCALE: 1/4"=1'-0"
TYPICAL FOUNDATION PLAN NOTES;
L NEW CONCRETE SLAB TO CONSIST OF 6" CONC. REINFORCED w/ (2) LAYERS OF 6xb wl.4 x w1A W1UF. OVER 6 MIL VAPOR BARRIER OVER
COMPACTED TERMITE TREATED SOIL
I COORDINATE THIS DRAWING: w/ ARCHITECTS DRAWINGS AND DOOR/ WINDOW MANUFACTURER FOR DOOR AND WINDOW ROUGH OPENINGS
DIMENSIONS 4 LOCATIONS
3, COORDINATE TOP OF SLAB WITH FINAL FLOOR FINISHES, SLAB RECESSES, AND FLOOR SLOPES PER THE ARCHITECTS DRAWINGS
4. TOP OF FINISHED SLAB REF ELEV, - 0' -0" (UNLESS NOTED OTHERWISE). (T0 MATCH EXISTING SLAB) TOP OF FOOTING ELEV. 4-0'
5 ALL FOOTINGS ARE CENTERED BENEATH BEARING WALLS AND COLUMNS, TYPICAL OR UNLESS NOTED OTHERWISE.
6. EPDXY DOWEL ALL NEW REW w/4" EMBEDMENT TO EXISTING CONC. WHERE NEW FOUNDATIONS MEET EXISTING FOUNDATIONS
'L DO NOT INSTALL EXPANSION BOLTS OR TAPCONS INTO MORTAR JOINTS OR MASONRY WEBS, INSTALL BOLTS DIRECTLY N THE MIDDLE
OF GROUT FILLED CELLS OR INTO CONCRETE
+3x12" LONG DOWEL DRILLED
AND EPDXIED MT WALL AT
16" O.C. VERTICALL (4" EMS-)
MATCH EXISTING .ice
t
w -
STARTER
COLUM SEE
PLAN. .
DRILL AND EPDXIED
COLUMN VERT. INTO
EXISTING (5" EMB-)
EXISTING
CMU WALL
ol
SEE FTC DOWEL TOP 4 BTM. nINF
SEE INTO EXISTING FOOTING
AND SET w/ 2 PART EPDXY_
"ECTION
CITY OF SOUTFI MIAIljj
BUILDING BBB °T.
STRUCTURAL
SECTION
Y;
NON
STRUCTURAL ENGINEERS " "'' " 2
6635 W. Commercial Blvd. 02-C� (/
Suite 215 'A varolVa z, P.E. z
Tamarac, FL 33319
Ph: (954) 731 -2511 '�.; FL,IPE- #60843
Fax: (954) 731 -2591 !' f-L-.• CA # 27446
d ,
C
B
A
;DESGN TEAR,;• _
'OLIO, PULIDO, AID'
ARCHITECTURE - PLANNING
12721 S.W. 30 ST. MIAMI, FL 3317
PH: (305) 505 -6910 - AR93904^
i
)JECT:
CLIENT:
CHRIS BARTLETT
JCB CONTRACTING INC.
631 SE 5TH TERRACE
POMPANO BEACH, FL
PROJECT:
NEW ALUMINUM FENCE
AND GATE TO:
RED ROAD COMMONS
6600 RED ROAD
SOUTH MIAMI, FL 33146
MANAGMENT:
#
REVISIONS
DATE
1
BOARD REVIEW
COMMENTS
07.27.12
2
JOB SITE COND.
02.07.13
DATE: 09.12.2012
PROJECT No.: 077 -12
DRAWN BY: L.L.
CHECKED BY: A.V.
COPYRIGHT JULIO PULIDO ARCHITECT, 2012
SHEET TITLE:
IPARTIA
PLANS ter,
DETAILS"':
r_
SHEET No: {/i _ . • �.
S=2
K
sr s . cna4 T