13-872-012STEEL COLUMN SCHEDULE
MARK REMARKS
SIZE BASE PLATE CAP PLATE
3� HSS 3" X 3" X 1/4" PL 5/8" x 10" x 10" W/ PL 5/8" x 8" x 10" W/
(4) 3/4 "0 HS x 6" LONG (2) 3/4 "0 HS x 6" LONG
COLUMN SCHEDULE
REINFORCING
MARK REMARKS
SIZE VERT. TIES
SC 8" X 12" 4 #5 #3 ®8" ECNT 4 "JRINFORIG M 0 COLUMN
C 12" X 12" 4 #6 #3 0 12" MASONRY COLUMN
C1 8" X 8" 4 #5 #2 0 8" PASONRY COLUMN
C2 8" X 16" 4 #6 #3 0 8" MASONRY COLUMN
SOIL STATEMENT:
BASED UPON VISUAL INSPECTION THE SOIL CONSISTS OF SAND, OR SAND AND ROCK WITH AN
ALLOWABLE BEARING CAPACITY OF 2000 PSF. A LICENSED ARCHITECT OR A REGISTERED PROFESSIONAL
ENGINEER SHALL INSPECT THE SOIL CONDITIONS BEFORE THE PLACEMENT OF ANY FOUNDATION.
SOIL TREATMENT FOR TERMITES SHALL BE DONE BY A LICENSED PEST CONTROL FIRM AND SHALL BE
APPLIED TO MEET MINIMUM REGULATIONS. TREATED AREA MUST BE COVERED AFTER APPLICATION TO
PREVENT DISTURBANCE OF TREATMENT BY HUMAN OR ANIMAL CONTACT. A CERTIFICATE OF SOIL
TREATMENT SHALL BE SUPPLIED TO THE BUILDING DEPARTMENT AND TO THE OWNER.
KEY NOTES
#5 VERTICAL IN CONCRETE FILLED MASONRY CELL 0 32" O.C. (3 BARS AT ALL CORNERS) & LAP
REBAR A MINIMUM OF 48 BAR DIAMETERS. FILL CELLS W/ 3,000 PSI PEAROCK CONCRETE HAVING
A MINIMUM SLUMP OF 9 ". POUR MASONRY CELLS PRIOR TO POURING TIE — BEAMS. SAID TIE —DOWNS 2
SHALL BE PROVIDED AT ALL CORNERS AND TO EITHER SIDE OF A DOOR OR WINDOW OPENING s -7
(TYP.) FOR OPENINGS LARGER THAN 4' -0 ", PLACE 2 #6 EACH SIDE OR AS SHOWN ON PLANS.
8" CMU BLOCK W/ 9 GA. GALVANIZED LADDER —TYPE HORIZONTAL REINFORCEMENT EVERY OTHER
COURSE,
4" CONCRETE SLAB ON GRADE W/ WWF 6 "x6" W1,4xW1,4 OVER 9 MIL VAPOR BARRIER, ON 6"
MIN. OF COMPACTED GRANULAR SOIL BASE. FINISH TO BE SELECTED BY OWNER.
3A FLAT PRE -FAB WOOD TRUSSES AT 24" O.C. (MAX.)
SMOOTH 5/8" STUCCO FINISH ON CONCRETE / CMU.
PAINT FINISH SATIN AND COLOR BENJAMIN MOORE ALBESCENT OC -40.
ALUMINUM STANDING SEAM ROOF SYSTEM SS 675 FOR ALEICOR METAL PRODUCTS (DOVE GRAY COLOR)
OR APPROVED EQUIVALENT ON ONE LAYER OF 90# MINERAL SURFACED PAPER HOT MOPPED TO ONE
LAYER OF 30# ASPHALT FELT PAPER TIN TAGGED TO 5/8" CDX EXTERIOR PLYWOOD SHEATHING
(STAGGERED). NAILING PATTERN FOR ROOF SHEATHING SHALL BE 10d NAILS @ 4" O.C. AT SUPPORTED
EDGES & AT INTERMEDIATE SUPPORTS. PROVIDE MIAMI —DARE COUNTY PRODUCT APPROVAL.
HARDIE PLANK SIDING OVER CONC. /CMU WALL OR 4" WIDE CONTINUOUS STUCCO BANDING
PAINTED WITH BENJAMIN MOORE ALBESCENT OC -40.
4" WIDE SMOOTH STUCCO BANDING AT SELECTED WINDOWS, DOORS, AND OPENINGS TYP.
(BENJAMIN MOORE SUPER WHITE INT —RM).
BRICK VENEER BASE WALL OR CHIMNEY STONE — "BROUO" ROMA BRICK BY EL DORADO STONE.
12" RAISED STUCCO BAND, PAINT FINISH TO BE SELECTED BY OWNER
A LEDGER 'A': (2) 2x8 P.T. CONT. LEDGER W/ 3/4 "0 HILT] KWIK Q C
BOLT 3 0 16" O.C., 6 -3/4" EMBEDMENT. I— — I— — —�
LEDGER 'B': (2) 200 P.T. CONT. LEDGER W/ 3/4 "0 HILTI KWIK [E::4
BOLT 0 16" O.C., 6 -1/2" EMBEDMENT.
F LEDGER "C ": (2)2x6 P.T. CONT, W/ 5/8 "0 KWIK BOLT 3 0
C 24" O.C., ON FILLED CELLS, 5" EMBEDMENT.
3/4" COX PLYWOOD SHEATHING W/ 10d NAILS ® 6" ON
SUPPORTS & BLOCKING.
NUVUE E TO TRUSSNOA MODEL NVRT-16 W/ (7) # 2- 0130.34) (TWISTED)O T ALL OL I DPI.ATES (7) 10d NAILS
o0 • "
•
❑ R
1'_D" r•
SC P
1 " "1 "
7
Q
1
• • BASE PLATE COLN. a
d-
8" CAP PLATE COLN,(�)
C1
R
•
00
I-
C2
EXIST. CONIC,
F00TING TO REMAIN
5
S -3
I
LIMIT OF EXIST. FLO
EXIST. CONC.
FOOTING TO REMAIN
6
S -3
C1 WF 16 C1
FLOOR J01 T o 16" O.C.
1
1 FOUNDATION PLAN Y - °* -1" ' S33�
q2 S -6
SCALE: 1/4" = 1' -0"
2
S -8
4931_ SW 74 Cobrf
~111ami,- FL33155 "
786.615.2943
786.a45;2945-Fax
cbravogurvanx. cm;
AA26002656
IB26001472
Carlos J. Bravo, R.A. AR17584
THE DESIGNS AND DRAWINGS PRESEXT HEREIN ARE THE SOLE
PROPERTY OF URV" INC. AND MAY NOT BE COPIED OR
DUPLICATED "OUT SPECIFIC WRfTTEN PERMISSION OF
URNANx,. INC...
..
,eiar$
:SEAL
IN TAY PROFESSIONAL JUDGEMENT AND TO THE BEST OF
sPECWY KN N N aNED E11EF. coM SO ALL
APPLICABLE BUILDING CODES„
Consultant:
Addition /Renovation
for
Salcines / Gonzalez
Residence
7800 SW 58 Ct.
South Miami, FL 33143
Owner:
Jacqueline A. Salcines &
Rodolfo R. Gonzalez
7800 SW 58 Ct.
South Miami, FL 33143
(305) 669 -5236
Permit Set
REVISIONS
NO I DATE I DESCRIPTION
I,
IATE /4 i
DRAWN BY B.P. 1362
REVIEWED PROJECT
R.:4
FOOTING
SCHEDULE
MARK
SIZE
REINFORCING
REMARKS
WF -16
16"x12
2 #5 BOTT. CONT.
T.O F EL. = -1 — OR TO TCH EXISTING)
PR(��%IDE 4'X4' 5 OR ER S
WF -24
24 #x12"
3 #5 BOTT.
CONT., #4 ® 24"
O.C. TRANSV.
WF -30
30 "x12"
REINF :3 #5 BOTT. CONT. & 40
36" O.0 TRANSV
TE
8 "x12"
2 #5 CONT.
MONOLITHIC FOOTING
A
3'- 0 "x3'- O "x1' -0"
4
#5 BOTT. EACH WAY
T.O. FOOT, ELEV.=- 3' -10"
�B
5'- 6 "x5'- 6 "x1' -2"
#5 @ 10"
O.C. TOP & BOTT.
EACH WAY
T.O. FOOT. ELEV.=- 3' -10"
�C
6'- 0 "x6'- O "x1' -8"
6 #5
TOP & BOTT. EACH
WAY
�D
4'- O "x4'- 0 "x1' -0"
5 #5
TOP & BOTT. EACH
WAY
SOIL STATEMENT:
BASED UPON VISUAL INSPECTION THE SOIL CONSISTS OF SAND, OR SAND AND ROCK WITH AN
ALLOWABLE BEARING CAPACITY OF 2000 PSF. A LICENSED ARCHITECT OR A REGISTERED PROFESSIONAL
ENGINEER SHALL INSPECT THE SOIL CONDITIONS BEFORE THE PLACEMENT OF ANY FOUNDATION.
SOIL TREATMENT FOR TERMITES SHALL BE DONE BY A LICENSED PEST CONTROL FIRM AND SHALL BE
APPLIED TO MEET MINIMUM REGULATIONS. TREATED AREA MUST BE COVERED AFTER APPLICATION TO
PREVENT DISTURBANCE OF TREATMENT BY HUMAN OR ANIMAL CONTACT. A CERTIFICATE OF SOIL
TREATMENT SHALL BE SUPPLIED TO THE BUILDING DEPARTMENT AND TO THE OWNER.
KEY NOTES
#5 VERTICAL IN CONCRETE FILLED MASONRY CELL 0 32" O.C. (3 BARS AT ALL CORNERS) & LAP
REBAR A MINIMUM OF 48 BAR DIAMETERS. FILL CELLS W/ 3,000 PSI PEAROCK CONCRETE HAVING
A MINIMUM SLUMP OF 9 ". POUR MASONRY CELLS PRIOR TO POURING TIE — BEAMS. SAID TIE —DOWNS 2
SHALL BE PROVIDED AT ALL CORNERS AND TO EITHER SIDE OF A DOOR OR WINDOW OPENING s -7
(TYP.) FOR OPENINGS LARGER THAN 4' -0 ", PLACE 2 #6 EACH SIDE OR AS SHOWN ON PLANS.
8" CMU BLOCK W/ 9 GA. GALVANIZED LADDER —TYPE HORIZONTAL REINFORCEMENT EVERY OTHER
COURSE,
4" CONCRETE SLAB ON GRADE W/ WWF 6 "x6" W1,4xW1,4 OVER 9 MIL VAPOR BARRIER, ON 6"
MIN. OF COMPACTED GRANULAR SOIL BASE. FINISH TO BE SELECTED BY OWNER.
3A FLAT PRE -FAB WOOD TRUSSES AT 24" O.C. (MAX.)
SMOOTH 5/8" STUCCO FINISH ON CONCRETE / CMU.
PAINT FINISH SATIN AND COLOR BENJAMIN MOORE ALBESCENT OC -40.
ALUMINUM STANDING SEAM ROOF SYSTEM SS 675 FOR ALEICOR METAL PRODUCTS (DOVE GRAY COLOR)
OR APPROVED EQUIVALENT ON ONE LAYER OF 90# MINERAL SURFACED PAPER HOT MOPPED TO ONE
LAYER OF 30# ASPHALT FELT PAPER TIN TAGGED TO 5/8" CDX EXTERIOR PLYWOOD SHEATHING
(STAGGERED). NAILING PATTERN FOR ROOF SHEATHING SHALL BE 10d NAILS @ 4" O.C. AT SUPPORTED
EDGES & AT INTERMEDIATE SUPPORTS. PROVIDE MIAMI —DARE COUNTY PRODUCT APPROVAL.
HARDIE PLANK SIDING OVER CONC. /CMU WALL OR 4" WIDE CONTINUOUS STUCCO BANDING
PAINTED WITH BENJAMIN MOORE ALBESCENT OC -40.
4" WIDE SMOOTH STUCCO BANDING AT SELECTED WINDOWS, DOORS, AND OPENINGS TYP.
(BENJAMIN MOORE SUPER WHITE INT —RM).
BRICK VENEER BASE WALL OR CHIMNEY STONE — "BROUO" ROMA BRICK BY EL DORADO STONE.
12" RAISED STUCCO BAND, PAINT FINISH TO BE SELECTED BY OWNER
A LEDGER 'A': (2) 2x8 P.T. CONT. LEDGER W/ 3/4 "0 HILT] KWIK Q C
BOLT 3 0 16" O.C., 6 -3/4" EMBEDMENT. I— — I— — —�
LEDGER 'B': (2) 200 P.T. CONT. LEDGER W/ 3/4 "0 HILTI KWIK [E::4
BOLT 0 16" O.C., 6 -1/2" EMBEDMENT.
F LEDGER "C ": (2)2x6 P.T. CONT, W/ 5/8 "0 KWIK BOLT 3 0
C 24" O.C., ON FILLED CELLS, 5" EMBEDMENT.
3/4" COX PLYWOOD SHEATHING W/ 10d NAILS ® 6" ON
SUPPORTS & BLOCKING.
NUVUE E TO TRUSSNOA MODEL NVRT-16 W/ (7) # 2- 0130.34) (TWISTED)O T ALL OL I DPI.ATES (7) 10d NAILS
o0 • "
•
❑ R
1'_D" r•
SC P
1 " "1 "
7
Q
1
• • BASE PLATE COLN. a
d-
8" CAP PLATE COLN,(�)
C1
R
•
00
I-
C2
EXIST. CONIC,
F00TING TO REMAIN
5
S -3
I
LIMIT OF EXIST. FLO
EXIST. CONC.
FOOTING TO REMAIN
6
S -3
C1 WF 16 C1
FLOOR J01 T o 16" O.C.
1
1 FOUNDATION PLAN Y - °* -1" ' S33�
q2 S -6
SCALE: 1/4" = 1' -0"
2
S -8
4931_ SW 74 Cobrf
~111ami,- FL33155 "
786.615.2943
786.a45;2945-Fax
cbravogurvanx. cm;
AA26002656
IB26001472
Carlos J. Bravo, R.A. AR17584
THE DESIGNS AND DRAWINGS PRESEXT HEREIN ARE THE SOLE
PROPERTY OF URV" INC. AND MAY NOT BE COPIED OR
DUPLICATED "OUT SPECIFIC WRfTTEN PERMISSION OF
URNANx,. INC...
..
,eiar$
:SEAL
IN TAY PROFESSIONAL JUDGEMENT AND TO THE BEST OF
sPECWY KN N N aNED E11EF. coM SO ALL
APPLICABLE BUILDING CODES„
Consultant:
Addition /Renovation
for
Salcines / Gonzalez
Residence
7800 SW 58 Ct.
South Miami, FL 33143
Owner:
Jacqueline A. Salcines &
Rodolfo R. Gonzalez
7800 SW 58 Ct.
South Miami, FL 33143
(305) 669 -5236
Permit Set
REVISIONS
NO I DATE I DESCRIPTION
I,
IATE /4 i
DRAWN BY B.P. 1362
REVIEWED PROJECT
R.:4