miramar, fl | official website
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Creative Intentions 5771 S.W. 38th St. Davie, Fl. 33314 L. Hugh Anglin 4987 N. University Dr. Suite 15B Lauderhill, Fl. 33351 Project Address: 6243 S.W. 26th St. Miramar, Fl. 33023 Project: Proposed New 9 unit Multi-Family Condos Legal Description: MIAMI GARDENS ESTATES SEC 2 22-33 B LOT 27 BLK 8 List of Variances:
Side setback: On the east side (opposite the building). From the “D” curb to the property line is 3’-0” (requirement 5’-0” per Land Development code Sec. 715 table Building Placement and Character) Paved Sidewalk: The proposed sidewalk width is 3’-0” instead of the standard 5’-0” or 6’-0” per Miramar Land Development code Sec. 901.4 (c ) Landscape: Pedestrian landscape along building façade per Sec. 901.4 (a) (not provided) 1 street tree provided on the right of way instead of 2. Currently the proposed fire hydrant and FDC are in the location of the designated area for the 2nd street tree. Bougainvillea Spectabilis provided on the West side of the property line with a trellis to make up for the insufficient space for shade trees because of the narrow lot size. G10 OPZ Miramar, LLC is proposing a 9 unit multi-family project at an address located in Miramar’s TOC district. On the ground floor there will be (2) 2 bedroom, 2 bathroom units with a garage and (1) 3 bedroom, 3 bathroom unit no garage. The 2nd and 3rd floors will have (6) 2 story, 3 bedroom, 2.5 bathrooms units. This project is very similar to an approved project named “The Palms” in Miramar. The project is on a site that is large enough to allow 9 units with a density unit of 23 D/U per acre. The site limitations is the narrow and elongated shape. Because of the shape of the site we are asking for zoning variances for the side setback on the east side of the property (parking lot side), the size of the property side walk (36”), and a variance on the landscape allocations. As per the developer’s research the site size, cost of construction, and rate of return is best suited for a 9 unit or more project. Asking for the above variances will assist in the development of the project and continue the revitalization this area in the City of Miramar. Thank you
CS-1
G10 MIRAMAR APARTMENTS
SCOPE OF WORK
PROPOSED MULTI-FAMILY RESIDENTIAL UNIT (9 UNITS)
OCCUPANCY GROUP
R-2
ZONING CLASSIFICATION
TOCRM
TYPE OF CONSTRUCTION
TYPE VB
CURRENT CODE
FBC 2014, NFPA 1 & 101, FFPC 2012, NEC 2008
DRAWING INDEX
CS-1 COVE
SP-1 PROPOSED SITE PLAN
FP-1 FIRE PROTECTION DURING CONSTRUCTION
FP-2 PERMANENT FIRE PROTECTION
FP-3 FIRE NOTES & DETAILS
LS-1 LANDSCAPE PLAN
IR-1 IRRIGATION PLAN
C-1 SITE PAVING, GRADING, DRAINAGE, & UNDERGROUND PLUMBING
C-2 PAVING & DRAINAGE DETAILS
E-0 SITE ELECTRICAL & PHOTOMETRIC STUDY
A-1 1ST, 2ND, 3RD FULL BUILDING FLOOR PLAN
A-2 UNITS 1, 2, & 3 FLOOR PLANS
A-3 ELEVATIONS
A-4 ENLARGED ELEVATION DETAILS
A-5 DUMPSTER DETAILS
S-0 STRUCTURAL NOTES
S-1 FOUNDATION, 2ND FLOOR FRAMING, & 2ND FLOOR COLUMN PLANS
S-2 3RD FLOOR FRAMING, 3RD FLOOR COLUMN PLANS & BEAM DETAILS
S-3 ROOF DECK FRAMING PLAN, ROOF FRAMING PLAN, & BEAM DETAILS
S-4 SECTION DETAILS
S-5 SECTION DETAILS
S-6 DETAILS
S-7 DETAILS
LOT AREA: N/A 15184 SQFT. 15184 SQFT.
LOT WIDTH: 70' 83.45' 83.45'
LOT COVERAGE: 50% MAX (7592SQFT) N/A 28% (4251 SQFT)
GREEN SPACE REQUIREMENT 15% MIN.(1562.5SQFT) N/A 29%(4462SQFT)
SIDEWALK 835 SQFT.
STREET (ASPHALT) 6471 SQFT.
DENSITY 25DU / ACRE N/A 23DU / ACRE
PRINCIPLE FRONT N/A N/A 0"
SIDE 5' N/A 5'
REAR 10' MIN. N/A 10'
BUILDING DISPOSITION
LOT OCCUPATION:
BUILDING SETBACK: T3 L ONLY
PRINCIPLE BUILDING 3 STORIES & 35' MAX N/A 3 STORY - 30' @ EAVE
BUILDING HEIGHT:
SPACES 18 P.S. N/A 18 P.S.
PARKING:
TOCRM ZONE: EXISTING: PROPOSED:
OWNER
G10 OPZ MIRAMAR, LLC
9480 NE 2 AVE #56
MIAMI FL 33138
PH: 305.479.9857
DESIGNER
CREATIVE INTENTIONS
4944 S.W. 31ST TER.
FT. LAUDERDALE, FL 33312
PH: 305.298.1666
PROJECT ENGINEER
RODRIGUEZ & ANGLIN
PROFESSIONAL DESIGN, INC.
1933 N.W. 184TH WAY
PEMBROKE PINES, FL. 33029
PH: 305.748.4913
STRUCTURAL CONSULTANT
ROBERT CAMACHO
1555 BONAVENTURE BLVD.
WESTON, FL 33325
PH: 954.636.3606
LEGAL DESCRIPTION
MIAMI GARDENS ESTATE SEC 2 22-33 B
LOT 16 BLK 12
FOLIO# 5141 25 04 1670
ALLOCATED PARKING SPACES
14 SPACES
3 GARAGES
1 HANDICAP SPACE
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*01-16-20
20' PAVEMENT
(50' TOTAL R/W.)
14.5' PARKWAY
5' U.E
LOT 28
BLOCK 8
LOT 26
BLOCK 8
x
8
.
5
5
'
8
.
7
0
'
x
x
8
.
5
0
'
x
8
.
7
0
'
x
8
.
0
0
'
8
.
0
0
'
x
8
.
1
0
'
x
18
6.2
5'
18
6.0
2'
75'
S.W. 26TH ST.
75'
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
17
3'-0"
16'-0"
24'-0"
3'-0"
25'-5"
3'-6"
9 UNIT M
ULTI-FAMILY
BUILDING
3 STORIES
NO
P
AR
KIN
G
NO
P
AR
KIN
G
6'-3
"
6'-9
"
17
'-6
"
18
'-9
"
25
'-0
"
24'-1"
R
4
0
'-
0
"
R
4
0
'-
0
"
R
5
'
-
0
"
8'-5"
11'-4"
4" x 2
1
2
" x 2
1
2
" FIRE DEPARTMENT
CONNECTION W/ CHECK VALVE.
PROPOSED FIRE HYDRANT
TYPE "D" CURB PLANE
(ONLY A VISUAL TO SHOW FDC & FIRE HYDRANT
ON SAME PLANE)
(ONLY A VISUAL TO SHOW FDC & FIRE HYDRANT
TYP. PARKING STALL DETAIL
2'-0"
HC SIGN DET.
DECORATIVE POLE SUPPORT
12"x36" CONC. FTG.
3'-0"
7'-0"
1'-0"
BACKGROUND
BACKGROUND
SYMBOL/BORDER
WHITE REFLECTIVE
REFLECTIVE BLUE
LEGEND/BORDER
BLACK OPAQUE
REFLECTIVE WHITE
1'-0"
1'-6"
PERMIT
TOW AWAY ZONE
FINE UP TO $250
PARKING BY
DISABLED
ONLY
SP-1
SITE DATA
ZONING CLASSIFICATION TOCRM
LOT AREA PROVIDED 13987 SQFT. (.321ACRES)
PROPOSING 9 UNITS
(1) 3 BEDROOM 3 BATH
(2)2 BEDROOM 2 BATH
(6) 3 BEDROOMS 2.5 BATH
UNIT PER ACRE CALCULATIONS
LAND 13987 SQFT.
ADDITION OF STREET SPACE 1875 SQFT
15867 SQFT = .364 ACRES
9 UNITS = 25 DU/ACRE
2/2 UNITS 1 - 1176 SQFT.
3/2.5 UNIT 2 - 1197 SQFT.
3/2.5 UNIT 3 - 1265 SQFT
BUILDING HEIGHT 3 STR
PROPOSED SITE PLAN
1/8"=1'
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*01-16-20
20' PAVEMENT
(50' TOTAL R/W.)
14.5' PARKWAY
5' U.E
FIR. 1/2"
No I.D.
FIR. 1/2"
No I.D.
(PRM)
No I.D.No I.D.
LOT 28
BLOCK 8
LOT 26
BLOCK 8
x
8
.
5
5
'
8
.
7
0
'
x
x
8
.
5
0
'
x
8
.
7
0
'
x
8
.
0
0
'
8
.
0
0
'
x
8
.
1
0
'
x
186.25'
186.02'
75'
S.W. 26TH ST.
75'
12' X 30' COMMAND POST
W/ PHONE CONNECTION
PAVEMENT RESTORATION
(SEE STANDARD DETAIL)
SADDLE & VALVE
4" UG LINE CLASS 52
DUCTILE IRON PIPE
4" RPBFP WITH TAMPER SWITCH.
PROPOSED FIRE HYDRANT
4" x 2
1
2
" x 2
1
2
" FIRE DEPARTMENT
CONNECTION W/ CHECK VALVE.
24'-0"
ROADWAY
FIRE ACCESS ROAD
DURING CONSTRUCTION
(SEE DETAIL - SHEET FP-3)
4" UG LINE CLASS 52
DUCTILE IRON PIPE
6" X 6" TEE
6" CITY CW MAIN
FP-1
FIRE PROTECTION DURING CONSTRUCTION
1/8"=1'
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
CREATIVE INTENTIONS
5771 S.W. 38TH ST.
DAVIE, FL. 33314
305.298.1666
14.5' PARKWAY
5' U.E
No I.D.No I.D.
LOT 28
BLOCK 8
LOT 26
BLOCK 8
8
.
7
0
'
x
x
8
.
5
0
'
x
8
.
7
0
'
x
8
.
0
0
'
8
.
0
0
'
x
8
.
1
0
'
x
186.25'
186.02'
75'
S.W. 26TH ST.
75'
x
8
.
7
0
'
PAVEMENT RESTORATION
(SEE STANDARD DETAIL)
SADDLE & VALVE
4" UG LINE CLASS 52
DUCTILE IRON PIPE
4" RPBFP WITH TAMPER SWITCH.
PROPOSED FIRE HYDRANT
4" x 2
1
2
" x 2
1
2
" FIRE DEPARTMENT
CONNECTION W/ CHECK VALVE.
4" UG LINE CLASS 52
DUCTILE IRON PIPE
6" X 6" TEE
8" DOUBLE STRIP
YELLOW (30')
24" WHITE STRIP BAR
R
4
0
'-
0
"
R
5
0
'
-
0
"
R
5
0
'-
0
"
R
4
0
'
-
0
"
LADDER SPACE
FIR
E LA
NE
FIR
E LA
NE
FP-2
PERMANENT FIRE PROTECTION
1/8"=1'
FIRE SPRINKLER
PROVIE NFPA 13 FIRE SPRINKLERS
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
CREATIVE INTENTIONS
5771 S.W. 38TH ST.
DAVIE, FL. 33314
305.298.1666
FP-3
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
CREATIVE INTENTIONS
5771 S.W. 38TH ST.
DAVIE, FL. 33314
305.298.1666
20' PAVEMENT
(50' TOTAL R/W.)
14.5' PARKWAY
5' U.E
LOT 28
BLOCK 8
LOT 26
BLOCK 8
BLOCK 8BLOCK 8
BLOCK 8
x
8
.
5
5
'
8
.
7
0
'
x
x
8
.
5
0
'
x
8
.
7
0
'
x
8
.
0
0
'
8
.
0
0
'
x
8
.
1
0
'
x
186.25'
186.02'
75'
S.W. 26TH ST.
75'
24
BS
1
PM
1
CE
9
CC
10
CC
64
CHI
9 UNIT M
ULTI-FAMILY
BUILDING
3 STORIES
1
PLANT LIST
TREES & PALMS
QTY KEY BOTANICAL NAME COMMON NAME DESCRIPTION
SHRUBS & GROUND COVER
QTY KEY BOTANICAL NAME COMMON NAME DESCRIPTION
NOTE: * DENOTES NATIVE SPECIES
19
CHI *64
Chrysobalanus icaco Cocoplum 3 GAL, 24" HT
NOTE: PALM MIN. SIZE 6" DBH X 16' OA HT
PM* Peltophorum
Yellow Poinciana 16' HT 4" dbh
CC
Chamaedorea Cataractarum Cat Palm 3 GAL
1 CE* Conocarpus Erectus
Silver Buttonwood 12' HT 2" dbh
24 BS* Bougainvillea Spectabilis
Thorny Ornamental Vine 6' HT 2" dbh
1
4
" X 3" TAPCON SCREWW
INTO CONC. WALL
1
4
" SCREW & NUT
BRACKET ATTACHED
TO WOOD TRELLIS
W/ SCREWS
(ANGLE BRACKET)
PROPOSED WOOD TRELLIS
LS-1
LANSCAPE PLAN
1/8"=1'
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*01-16-20
TREE PROTECTION GUIDELINES:
MARK TREES W/ TO BE SAVED W/ SURVEYOR FLAGGING
OR RIBBON
CONSTRUCT BARRICADES AROUND THE TREES TO
ESTABLISH A TREE PROTECTION ZONE
PLACE TREE PROTECTION AROUND BARRICADE
INCLUDE TREE PROTECTION CLAUSE IN THE
CONSTRUCTION CONTRACT
FERTILIZE PROTECTED TRESS
DESIGNATE A CORRIDOR FOR SITE ACCESS.
PREFERABLY IN NON-TREE ZONE
WOOD TRELLIS DETAILS
N.T.S.
20' PAVEMENT
(50' TOTAL R/W.)
14.5' PARKWAY
5' U.E
LOT 28
BLOCK 8
LOT 8
BLOCK 8
LOT 7
BLOCK 8
x
8
.
5
5
'
8
.
7
0
'
x
x
8
.
5
0
'
x
8
.
7
0
'
x
8
.
0
0
'
8
.
0
0
'
x
8
.
1
0
'
x
186.25'
186.02'
75'
S.W. 26TH ST.
75'
9 UNIT M
ULTI-FAMILY
BUILDING
3 STORIES
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
5' R
10.5' R
7.5' R 5' R 5' R 5' R 5' R 5' R 5' R 8' R
7.5' R
IR-1
LANSCAPE PLAN
1/8"=1'
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*01-16-20
SPRINKLER LEGEND:
SPRINKLER INSTALLATION DETAIL
PUMP DIMENSIONS
ELECTRICAL NOTES
IRRIGATION WIRING DIAGRAM
2
ZONE# ZONE DATA FLOW
ZONE 1 (21) 180 @.71 = 14.91
ZONE 2 (21) 180 @.71 = 14.91
ZONE 3 (9) 180 @.71 = 6.39 , (9) SIDE STRIPS @.9= 8.1
TOTAL = 14.49
ZONE 4 (11) SIDE STRIPS @ .9 = 9.9, (2) 180 @ .71 = 1.4
TOTAL = 11.3
NOTES:
“AS PER SECTION 816.10.1.2.1 OF CITY‘S LAND DEVELOPMENT CODE, NEW RESIDENTIAL BUILDINGS SHALL HAVE THE
LOWEST FLOOR ELEVATED TO OR ABOVE THE ELEVATION REQUIRED IN THE FLORIDA BUILDING CODE, THE BASE FLOOD
ELEVATION PLUS 1 FOOT, OR 18 INCHES ABOVE THE HIGHEST ROAD CROWN ELEVATION OF THE CENTERLINE OF THE
ADJACENT STREET, WHICHEVER IS HIGHER”.
THESE PLANS UTILIZE OUTDATED NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD), PROVIDING BROWARD COUNTY
CONVERSION FACTOR TO CURRENT NORTH AMERICAN VERTICAL DATUM OF 1888 (NAVD) AS FOLLOWING. NAVD 88 =
NGVD 29 - 1.51 FT.
GENERAL NOTES:
1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING
UTILITIES PRIOR TO ORDERING STRUCTURES OR THE BEGINNING OF CONSTRUCTION.
2. EXTREME CAUTION SHALL BE EXERCISED DURING DIGGING TO ENSURE SAFE
OPERATION AND PROTECTION OF EXISTING INFRASTRUCTURE.
3. ALL APPROPRIATE UTILITY OWNERS AND LOCAL AUTHORITIES SHALL BE NOTIFIED IN
WRITING A MINIMUM OF 72 HOURS IN ADVANCE.
4.
STORM WATER POLLUTION PREVENTION PLAN IS PERFORMANCE BASED. IT MEANS,
THAT IF THE CONTRACTOR PROPERLY INSTALLED ALL SWPPP DEVICES AND THEY
FAILED TO FUNCTION FOR ANY REASON - OWNER WILL BEAR FULL RESPONSIBILITY TO
NOTIFY FDEP AND REPLACE DEVICES WITH WORKING ALTERNATIVE AS SOON AS
POSSIBLE.
6'-1"
6'-0" T
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20' P
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T
(50' T
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/W
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14.5' P
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5' U
.E
LO
T 28
BLO
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8
LO
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8
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.
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'
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'
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'
x
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x
186.25'
186.02'
75'
S.W
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T.
75'
15
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TR
EN
CH
C
C
DD
4"x212"x212" F
IR
E
DE
PA
RT
ME
NT
CO
NN
EC
TIO
N
WIT
H C
HE
CK
VA
LV
E.
6"x6" T
EE
6"-4
" T
AP
PIN
G
SA
DD
LE
&
V
ALV
E
PU
BLIC
S
ID
EW
ALK
C
UR
B
RA
MP
(C
R2
1), P
ER
F
DO
T
ST
AN
DA
RD
IN
DE
X N
O. 304
6" S
OLID
W
HIT
E, T
YP
IC
AL
(T
HE
RM
OP
LA
ST
IC
)
4" U
G LIN
E
CLA
SS
5
2
DU
CT
IL
E IR
ON
PIP
E
4" R
PB
FP
W
IT
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TA
MP
ER
S
WIT
CH
.
DU
MP
ST
ER
EN
CL
OS
UR
E
1
C-1
1
C-1
3" F
D
2" P
VC
T
O V
ALV
E
& W
AT
ER
M
ET
ER
6"-4" T
AP
PIN
G
SA
DD
LE
&
VA
LV
E
PU
BL
IC
S
ID
EW
ALK
C
UR
B
RA
MP
(C
R2
1), P
ER
F
DO
T
ST
AN
DA
RD
IN
DE
X N
O. 3
04
4"-3"
RE
DU
CE
R
6" S
AN
LA
TE
RA
L
3" R
IS
ER
W
M
AIN
DR
AIN
, C
ON
TR
OL
VA
LV
E, F
LO
W &
TA
MP
ER
S
WIT
CH
4" S
D
780 S
F
4" S
D
1169
S
F
2 W
AY
C
.O
.
TO
G
RA
DE
2 W
AY
C
.O
.
TO
G
RA
DE
3" S
AN
3" S
AN
C.O
.IN
V =
6.0'
HB
C.O
.IN
V
=4
.82
'
C.O
.IN
V
=4
.3
2'
C.O
.IN
V
=3
.8
2'
6" C.O.
2" B
AC
KF
LO
W
PR
EV
EN
TE
R
50'-0
" P
VC
@
1
.0
CO
NC
. F
EN
CE
10 M
ET
ER
B
AN
K
ELE
CT
RIC
AL LO
AD
CE
NT
ER
C-1
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*01-16-20
20' PAVEMENT
(50' TOTAL R/W.)
14.5' PARKWAY
5' U.E
LOT 28
BLOCK 8
x
8
.
5
5
'
8
.
7
0
'
x
x
8
.
5
0
'
x
8
.
7
0
'
x
8
.
0
0
'
8
.
0
0
'
x
8
.
1
0
'
x
18
6.2
5'
18
6.0
2'
75'
S.W. 26TH ST.
75'
.5
.6
.5
.5
.9
1
1.2
.9
.6.91.31.62.84.13.12.1
1.31.61.83.65.84.02.8.2
2.12.12.14.18.26.26.2.3
1.81.91.93.86.14.83.3.2
1.61.41.73.84.94.32.5.2
.5
6.64.12.63.12.82.71.91.6.2
.9
6.64.12.63.12.4211.4.2
.9
4.72.71.91.92.02.51.81.5.1
.5
5.03.92.63.12.54.12.61.7.1
.7
6.94.73.03.83.86.14.83.3.2
.9
6.34.12.6.3
.7
.2
4.83.52.31.92.33.72.61.3.1
.7
.9
.7
.51.82.63.12.82.8.2.1
.5
.3
.9
.9
4.73.12.32.02.54.53.63.4.1
.5
.1
.5
.1
.7
.9
.1
.5
.3
.5
6.34.12.83.1.3
.7
.2
.9
.1
.7
.1
.5
.7
.9
.2
.7
.5
.5
6.6
.9
.7
.5
4.12.63.12.82.71.91.6
6.64.12.63.12.4211.4
4.72.71.91.72.01.3.8.5.1
5.8
.1
4.02.42.02.33.62.72.5
6.64.53.95.2.3
2.84.18.26.26.2
.511.81.92.33.86.14.83.3
6.64.12.63.12.82.71.91.6.2
4.83.52.31.92.33.72.61.3.1
4.93.12.6
.7
2.84.18.26.26.2
5.33.92.63.14.17.85.95.9.2
5.74.12.83.13.86.75.04.7.2
.1
.1
.1
3.97.85.95.95.7
3.92.52.9
6.94.73.03.83.86.15.75.7
4.18.26.26.2
3.16.55.14.3 6.34.12.83.1
6.64.53.02.72.25.24.03.3
6.14.32.93.02.03.52.21.7
4.03.12.52.11.91.21.01.0
3.16.55.14.3 6.34.12.83.1
4.18.26.26.2
.3 3.97.85.95.9
6.34.12.84.0
3.36.95.55.3 5.73.92.52.9
6.24.02.73.83.86.15.75.7
5.33.72.22.12.95.34.43.9
9 UNIT M
ULTI-FAMILY
BUILDING
3 STORIES
20' PAVEMENT
(50' TOTAL R/W.)
14.5' PARKWAY
5' U.E
LOT 28
BLOCK 8
x
8
.
5
5
'
8
.
7
0
'
x
x
8
.
5
0
'
x
8
.
7
0
'
x
8
.
0
0
'
8
.
0
0
'
x
186.25'
186.02'
75'
S.W. 26TH ST.
75'
1.7
H-9
H-9
H-9
H-9
H-9
H-7
H-7
H-7
H-7
H-6
H-6
H-6
H-6
CONNECT TO
TIME SENSOR
9 UNIT M
ULTI-FAMILY
BUILDING
3 STORIES
E-0
SITE PLAN PHOTOMETRIC STUDY
1/8"=1'
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*01-16-20
STATISTICS
DESCRIPTION AVG. MAX MIN. MAX / MIN. AVG / MIN.
PED. / PARKING 3.2 11.6 1.01 11.49:1 3.17:1
PROPERTY LINE MAX .5FC SPILLOVER
SPILLOVER ON THE EAST SIDE OF THE SITE (LIGHT FROM
3' HIGH BILLBOARD. 6' CONC. WALL PROPOSED ON THE
EAST SIDE).
LUMINAIRE SCHEDULE
LITHONIA LIGHTING
HFR 400M (400W)
LITHONIA LIGHTING
DSXB LED BOLLARD LIGHTING
36" HEIGHT
SITE PLAN ELECTRICAL
1/8"=1'
1 CAR PARKING
14.5' PARKWAY
5' U.E
FIR. 1/2"
No I.D.
FIR. 1/2"
No I.D.
(PRM)
FIR. 1/2"
No I.D.
BLOCK 8
8
.
7
0
'
x
x
8
.
5
0
'
x
8
.
0
0
'
8
.
0
0
'
x
8
.
1
0
'
x
18
6.2
5'
18
6.0
2'
75'
75'
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
W/D
GARAGE
KITCHEN
DINING ROOM
UNIT 1
1000 SQFT.
BEDROOM 2
BEDROOM 1
BATHROOM 1
LIVING
ROOM
LIVING
ROOM
AHU
W/D
LIVING
ROOM
BEDROOM 2
LIVING
ROOM
KITCHEN
BEDROOM 1
BATHROOM 1
DINING ROOM
UNIT 1
1209 SQFT.
AHU
BEDROOM 3BATHROOM 3
W/D
GARAGE
KITCHEN
DINING ROOM
UNIT 1
1000 SQFT.
BEDROOM 2
BEDROOM 1
BATHROOM 1
LIVIN
G
ROOM
LIVIN
G
ROOM
AHU
PROPOSED
MAILBOXES
PROPOSED
MAILBOXES
PROPOSED
MAILBOXES
20' PAVEMENT
14.5' PARKWAY
5' U.E
FIR. 1/2"
No I.D.
FIR. 1/2"
No I.D.
(PRM)
FIR. 1/2"
No I.D.
BLOCK 8
8
.
7
0
'
x
x
8
.
5
0
'
x
8
.
0
0
'
8
.
0
0
'
x
8
.
1
0
'
x
18
6.2
5'
18
6.0
2'
75'
75'
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
AHU-2
AHU-3
W/D
W/D
AHU-2
AHU-3
W/D
W/D
AHU-2
AHU-3
W/D
W/D
20' PAVEMENT
14.5' PARKWAY
5' U.E
FIR. 1/2"
No I.D.
FIR. 1/2"
No I.D.
(PRM)
FIR. 1/2"
No I.D.
LOT 28
BLOCK 8
8
.
7
0
'
x
x
8
.
5
0
'
x
8
.
0
0
'
8
.
0
0
'
x
8
.
1
0
'
x
186.25'
186.02'
75'
75'
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
16
A-1
PROPOSED 1ST FLOOR PLAN
1/8"=1'
PROPOSED 2ND FLOOR PLAN
1/8"=1'
PROPOSED 3RD FLOOR PLAN
1/8"=1'
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*10-20-19
W/D
GARAGE
KITCHEN
DINING ROOM
UNIT 1
1000 SQFT.
BEDROOM 2BEDROOM 1
BATHROOM 1
LIVING
ROOM
LIVING
ROOM
AHU
6
6
6
6
6
7
7
3
3
1
2
1
8
7
3 BANK WALL
MOUNTED
MAILBOXES
1
EGRESS WINDOW
EGRESS WINDOW
1
S-4
1
2
"
1.5"
23'-11"
58
'-0
"
150 A
ELEC PANEL
4
9'-11"
4"
2'-0"
4"
10'-0"
14
'-3
"
4"
6'-0
"
4"
3'-6
"4
'-1
0"
14
'-8
"
4"
2'-8
"
8"
9'-0
"
8'-7"
4"
3'-4"
4"
4'-2"
4"
5'-6"
9'-0
"
8"
11
'-8
"6
'-0
"
8"
3'-6
"
8"
5'-0
"
4"
4'-6
"
4"
14
'-3
"
8"
22'-7"
2'-6"
4"
4'-1" 2'-6" 13'-2"
3'-5"
8"
3'-2"
4"
3'-5"
UNIT 2
1ST FLOOR
579 SQFT.
DINING ROOM
UNIT 3
1ST FLOOR
639 SQFT.
LIVING ROOM
KITCHEN
LIVING ROOM
DINING ROOM
23'-10"
4'-0"
24'-1"
14'-9"
STAIRS
UP
2'-4"
4"
7'-1"
16'-11"
4'-0"
24'-1"
STAIRS
UP
EXTERIOR STAIRS
UP
KITCHEN
BALCONY
BALCONY
1
3
3
4
3'-0"
3'-0"
20'-11"
3'-0"
8'-0"
8"
3'-6"
8"
23'-10"
6"
3'-0"
8"
2'-4" 4" 7'-1"
4"
14'-0"
3'-0"
8'-0"
19'-10"
8"
4'-0"
3'-6"
4'-0"
8"
16'-11"
1
4
4
4
2
4
4
4
4
AHU-2
AHU-3
W/D
W/D
1
S-4
1
2
"
1
2
"
25'-5"
28'-8"
1
2
"
1
2
"
150 A
ELEC.PANEL
150 A
ELEC.PANEL
16'-6"
4'-0"
19'-1"
14'-9"4'-0"
19'-1"
UNIT 3
2ND FLOOR
674 SQFT.
BEDROOM 1
BEDROOM 2
BEDROOM 3
BATHROOM 2
BATHROOM 1
CL
CL
W.I.C.
8"
4
4
4
LINEN
AC CHASE
10
'-0"
4"
3'-0"
4"
11
'-0"
4"
3'-0
"
3'-0"
4"
4'-4"
6"
4'-4"
4"
11'-4"
10
'-0"
4"
3'-0"
4"
8'-6
"
4"
2'-2
"
4"
3'-0
"
4"
2'-0"
4"
10'-9"
4'-10
"
4"
4'-10
"3'-4"
4"
11
'-0"
4"
3'-0
"
8'-0"
3'-0"
3'-0"
8'-0"
UNIT 3
2ND FLOOR
674 SQFT.
BEDROOM 1
BEDROOM 2
BEDROOM 3
BATHROOM 2
BATHROOM 1
CL
CL
W.I.C.
8"
4
4
4
LINEN
AC CHASE
10
'-0
"
4"
3'-0
"
4"
11'-0
"
4"
3'-0
"
3'-0"
4"
4'-4"
6"
4'-4"
4"
11'-4"
10
'-0
"
4"
3'-0
"
4"
8'-6"
4"
2'-2"
4"
3'-0
"
10'-9"
4"
2'-0"
4"
10'-9"4'-1
0"
4"
4'-1
0"
3'-4
"
4"
11'-0
"
4"
3'-0
"
8'-0"
3'-0"
3'-0"
8'-0"
2HR FIRE RATED (MIN.) CMU WALL
1
S-4
1
S-3
1
2
"
28
'-8"
25'-5"
5
5
10'-9"
1
2
"
1
2
"
1
2
"
1
2
"
1
2
"
DOOR SCHEDULE
MARK WIDTHLOCATION TYPEHEIGHT THICK. HEADMAT'L. THRESH.
REMARKSJAMB
1 NEW EXT. DOOR3'-0" 6' - 8" 1
3
4
"
METAL
2 NEW INT. DOOR2'-8" 6' - 8" 1
3
4
"
WOOD WOOD WOOD WOOD
3
NEW INT. BI-FOLD DOOR3'-0" 6' - 8" 1
3
4
"
WOOD WOOD WOOD WOOD
MATERIAL
WINDOW SCHEDULE
MARKLOCATION WIDTH HEIGHT TYPE REMARKS
1
VARIES
2
VARIES
METAL H.S.
50"
METAL
3
BATHROOM37"
26"
METAL
74"
50"
FIXED
H.S.
53"
4
5
6
VARIES37"
38"
METAL H.S.
7
8
LIVING ROOM
38"
METAL H.S.53"
NEW INT. POCKET DOOR2'-8" 6' - 8" 1
3
4
"
WOOD WOOD WOOD WOOD
4 NEW EXT. SLIDING DOOR6'-0" 6' - 8" 1
3
4
"
METAL GLASS GLASS GLASS
5
VARIES37"
38"
METAL FIXED
NEW INT. DOOR3'-0" 6' - 8" 1
3
4
"
WOOD WOOD WOOD WOOD
6
7 NEW GARAGE ENTRY DR3'-0" 6' - 8" 1
3
4
"
METAL METAL METAL METAL
8 NEW GARAGE DOOR3'-0" 6' - 8" 1
3
4
"
METAL METAL METAL METAL
GLASS GLASS GLASS
LIVING ROOM26"
38"
METAL H.S.
W/D
LIVING
ROOM
BEDROOM 2
LIVING
ROOM
KITCHEN
BEDROOM 1
BATHROOM 1
DINING ROOM
UNIT 1
1209 SQFT.
AHU
BEDROOM 3
BATHROOM 3
6
6
6
6
7
7
3
3
1
2
1
3 BANK WALL
MOUNTED
MAILBOXES
1
EGRESS WINDOW
EGRESS WINDOW
1
2
"
1
EGRESS WINDOW
6
6
4
150 A
ELEC PANEL
23'-11"
58'-0"
9'-11"
4"
2'-0"
4"
10'-0"
14'-3"
4"
6'-0"
4"
3'-6"
4'-10"
14'-0"
8'-7"
4"
3'-4"
4"
4'-2"
11'-0"
6'-0"
8"
3'-6"
8"
5'-0"
4"
4'-6"
14'-3"
8"
2'-8"
4"
10'-0"
10'-0"
15'-7"
4"
2'-0"
4"
4'-4"
2'-6"
4"
12'-5"
3'-5"
8"
3'-2"
4"
3'-5"
A-2
PROPOSED FLOOR PLAN UNIT 1
1/4"=1'
PROPOSED FLOOR PLAN UNIT 2 - 1ST FLOOR PLAN
1/4"=1'
PROPOSED FLOOR PLAN UNIT 2 - 2ND FLOOR PLAN
1/4"=1'
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*10-20-19
1 02/21/2019
PROPOSED FLOOR PLAN UNIT 1.2 (NO GARAGE)
1/4"=1'
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*10-20-19
10
'-0
"
34
'-8
"
31
'-1
"
10
'-8
"1
0'-5
"
4
12
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
WINDOW
EGRESS
WINDOW
EGRESS
WINDOW
4'-5
"2
'-1
0"
4'-5
"2
'-1
0"
4'-5
"2
'-1
0"
R16'-6"
R
5
'-5
"
R
2
'-
8
"
R
5
'-5
"
R
2
'-
8
"
R20'-6"
R
5
'-
5
"
R
2
'-
8
"
9'-1" 14'-6" 5'-2" 3'-6" 5'-0" 10'-9" 19'-3" 13'-7" 5'-1" 3'-6" 5'-1" 10'-9" 19'-3" 13'-7" 5'-2" 3'-6" 5'-1" 10'-10" 9'-11"
9'-6" 14'-2" 10'-8" 14'-2" 16'-1" 24'-4" 13'-8" 21'-7" 14'-2" 10'-6" 14'-4" 9'-6"
EGRESS
WINDOW
4'-5
"2
'-1
0"
4
12
35'-0"
4
12
6'-4"
5'-0"
1'-0"
4
12
4
12
BUILDING
NAME
BRONZE LETTERING
WITH BACK LIGHTING
2'-2"
3'-8"
10'-4"
10'-0"
10'-9"
31'-1"
20'-4"
10
'-0
"
34
'-8
"
31
'-1
"
10
'-8
"
10
'-5
"
4
12
ACCESS LADDER
3'-2
"3
'-6
"
3'-2
"3
'-6
"
3'-2
"3
'-6
"
3'-2
"3
'-6
"
3'-2
"3
'-6
"
3'-2
"3
'-6
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
3'-2
"4
'-0
"
3'-2
"4
'-0
"
3'-2
"4
'-0
"
3'-2
"4
'-0
"
3'-2
"4
'-0
"
3'-2
"4
'-0
"
3'-2
"4
'-0
"
3'-2
"4
'-0
"
3'-2
"4
'-0
"
3'-2
"4
'-0
"
3'-2
"4
'-0
"
3'-2
"4
'-0
"
4'-2
"2
'-6
"
2'-2
"4
'-6
"
3'-2
"3
'-6
"
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
WINDOW
R
8
'-1
"
6'-2" 12'-2" 8'-4" 9'-8" 13'-0" 14'-2" 12'-2" 8'-4" 9'-8" 13'-0" 14'-2" 12'-2" 8'-4" 9'-8" 13'-0" 7'-9"
6'-10" 15'-11" 10'-8" 15'-11" 14'-10" 15'-11" 10'-8" 15'-11" 14'-10" 15'-11" 10'-8" 15'-11" 7'-9"
3'-2
"3
'-6
"
3'-2
"3
'-6
"
4'-2
"2
'-6
"
2'-2
"4
'-6
"
3'-2
"3
'-6
"
EGRESS
WINDOW
R
8
'-1
"
3'-2
"
4'-2
"2
'-6
"
2'-2
"4
'-6
"
3'-2
"3
'-6
"
EGRESS
WINDOW
R
8
'-1
"
3'-2
"3
'-6
"
3'-2
"3
'-6
"
3'-6
"
A-3
FRONT ELEVATION (EAST)
3/16"=1'
SIDE ELEVATION (NORTH)
3/16"=1'
SIDE ELEVATION (SOUTH)
3/16"=1'
BACK ELEVATION (WEST)
1/4"=1'
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*10-20-19
10
'-0
"
34
'-8
"
31
'-1
"
10
'-8
"1
0'-5
"
4
12
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
EGRESS
DOOR
R16'-6"
R
5
'-5
"
R
2
'-
8
"
9'-1" 14'-6" 5'-2" 3'-6" 5'-0"
9'-6" 14'-2" 10'-8"
4
12
3'-0"
3'-4
"
8"
ARCHITECTURAL RELIEF & TRIMINGS
AROUND WINDOWS (WHITE)
DECORATIVE WOOD BEAMS ABOVE
WINDOW
4" WHITE TRIMINGS AROUND
THE WINDOW
7"
6"
6'-4"
1"
2"
6"
2'-3"
CANTILEAVERED BALCONIES
WITH BLACKDECORATIVE I
RON RAILINGS
36" OVERHANG OVER THE
BALCONIES
4" WHITE TRIMMING AROUND THE WINDOWS
CANTILEAVERED BALCONIES
WITH BLACKDECORATIVE I
RON RAILINGS
8" THICK ARCHITECTURAL RELIEF AT
THE MIDDLE OF THE BUILDING. THE
ARCHITECTURAL RELIEF WILL HAVE
6" WHITE TRIM AROUND THE DESIGN
4" WHITE TRIMMING AROUND THE WINDOWS
4"
ARCHITECTURAL RELIEF & TRIMINGS
AROUND SLIDING GLASS DOORS (WHITE)
ARCHITECTURAL RELIEF & TRIMINGS
AROUND SLIDING GLASS DOORS (WHITE)
1
2
" REVEALS TYP. ON 1ST FLOOR
1'-3"
1'-3"
PROJECT
NAME
BRONZE LETTERING
WITH BACK LIGHTING
3'-5
"
3'-8"
A-4
ENLARGE ELEVATION (DETAIL)
1/4"=1'
ENLARGE ELEVATION (DETAIL)
1/4"=1'
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*10-20-19
11'-4"
11
'-3
"
A-5
DUMPSTER FLOOR PLAN
1/4"=1'
DUMPSTER FRONT ELEVATION
1/4"=1'
1 DUMPSTER SIDE ELEVATION
1/4"=1'
2 DUMPSTER REAR ELEVATION
1/4"=1'
3
DUMPSTER WALL SECTION
N.T.S.
4 DUMPSTER WALL SECTION
N.T.S.
5 DUMPSTER ENCLOSURE SLAB SECTION
N.T.S.
6 CAP FLASHING DETAIL
N.T.S.
7
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*10-20-19
A. CONCRETE AGAINST AND PERMANENTLY EXPOSED
C. NOT EXPOSED TO WEATHER OR IN CONTACT W/GROUND
PRIMARY REINFORCEMENT, TIES, STIRRUPS & SPIRALS
D. REINFORCING TO BE SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING
C. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185
B. CONCRETE EXPOSED TO EARTH / WEATHER (FORMED FACES)
E. ALL BOTTOM BARS SHALL BEAR6" MINIMUM OVER SUPPORTS.
ALL EXTERIOR CONCRETE MASONRY LOAD BEARING WALLS SHALL BE REIN
LADDER TYPE HORIZONTAL JOINT REINFORCEMENT @ EVERY SECOND COURSE
FORCED W/1- #5 VERTICAL BAR IN GROUTED CELL @ MAX. 48" O.C. & NO. 9
ALL REINFORCED CONCRETE BLOCK CELLS SHALL BE FILLED W/ 3000 PSI
ALL BAR SPLICES SHALL BE LAPPED 48 BAR DIAM. UNLESS OTHERWISE SPECIFIED
CONCRETING. DRILLING OR PUSHING INTO SPACE SHALL NOT BE ALLOWED.
DOWELS WHERE APPLICABLE SHALL BE SECURED IN PLACE PRIOR TO
TERMITE PROTECT'N. NOTES
GROUT WHERE APPLICABLE.
OR 16" O.C. VERTICALLY.
SPECIFIED.
b. #5 BARS AND SMALLER
b. BEAMS AND COLUMNS
a. STRUCTURAL SLABS AND WALLS
c. SLABS ON GRADE
6. STRUCTURAL STEEL
(FORMED FACES)
TO EARTH (UNFORMED FACES)
a. #6 BARS AND LARGER
1 1\2"
1 1/2"
3/4"
1 1/2"
3"
2"
GENERAL STRUCTURAL NOTES
A. THE CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS ON THE STRUCTURAL DRAWINGS AND VERIFY
SAME ON THE ARCHITECTURAL SET. ARCHITECTURALDETAILS SUCH AS; SLAB DEPRESSIONS, WATER
PROOFING, CURBS, MECHANICAL OPENINGS, FASCIA FRAMING AND BRACING SHALL BE INSTALLED AS SHOWM
ON THE ARCHITECTURAL SETS.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND BRACING TO ENSURE SAFE WORKING
CONDITIONS AT ALL TIMES. ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING CODE.
A. ALL CASTI-IN-PLACE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH (f'c) AT 28
DAYS OF 3000 PSI.
B. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-72 SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDINGS. STRENGTH (f'c) AT 28 DAYS OF 3000 PSI.
A. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 318-83.
B. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615 GRADE 60, UNLESS
OTHERWISE NOTED.
A. HOLLOW CONCRETE MASONRY UNITS SHALL BE OF A QUALITY OF AT LEAST EQUAL TO THAT REQUIRED BY
ASTM C90 "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY
B. ALL MORTARS SHALL COMPLY WITH THE PROPERTY AND PROPORTION SPECIFICATIONS OF ASTM C270.
EXCEPT THAT SLAG CEMENTS SHALL NOT BE USED MORTAR FOR EXTERIOR WALLS SHALL BE TYPE 'M'. FOR
INTERIOR LOAD BEARING WALLS, THE MORTAR SHALL BE TYPE 'M' OR 'S'. FOR INTERIOR WALLS ABOVE GRADE
AND NOT SUPPORTING LOADS, THE MORTAR SHALL BE TYPE 'M', 'S' OR 'N' TO THAT REQUIRED BY ASTM C90
"STANDARD SPECIFICATIONS FOR HOLLOW
C. WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY. TWO CELLS AT THE SETTING LOCATION SHALL BE
FILLED WITH CONCRETE.
A. STRUCTURAL STEEL WORK SHALL COMPLY WITH AISC "SPECIFICATIONS FOR THE DESIGN FABRICATIONS
AND ERECTIONS FOR BUILDINGS" AS IT APPEARS ON THE MANUAL OF STEEL CONSTRUCTION, LATEST EDITION.
B. STRUCTURAL STEEL SHAPES, BARS' PLATES AND PIPES SHALL CONFROM TO ASTM A36. fy = 36 KSI.
LUMBER USED FOR JOIST, RAFTERS, TRUSSES, COLUMNS, BEAMS AND OTHER STRUCTURAL MEMBERS SHALL
BE OF A STRESS GRADE NOT LESS THAN 1000 PSI NOMINAL EXTREME FIBER STRESS IN BENDING, fb. USE
SOUTHERN PINE #1 OR BETTER.
ALL PLYWOOD TO BE APA RATED SHEATHING WITH MINIMUM 8 SQUARE FEET AND A MINIMUM DIMENSION IN
ANY DIRECTION OF 3". INSTALL WITH JOINTS STAGGERED OVER 2 OR MORE SUPPORTS WITH FACE GRAIN
PERPRENDICULA R TO FLOOR / ROOF SUPPORTS.
PLYWOOD AT ROOF DIAGPHRAM SHALL BE APA RATED EXTERIOR GRADE PLYWOOD MINIMUM
5
8
" THICK WITH
32/16" SPAN RATING. NAILING SHALL BE 10d NAILS @ 6" O.C. @ ALL SUPPORTS & @ GABLE EDGES W/10d NAILS @
4" O.C. @ BOUNDARY. LUMBER USED FOR JOIST, RAFTERS, TRUSSES, COLUMNS, BEAMS AND OTHER ALL WOOD
IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
R44O4.3.3.1.2: SPLICES IN REINFORCING BARS SHALL BE NOT LESS THAN 36 BAR - AND REINFORCEMENT SHALL
BE CONTINIOUS AROUND ALL CORNERS AND CHANGES IN DIRECTION. CONTINUITY SHALL BE PROVIDED AT
CORNERS OR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND THE CORNER 48- BAR
OR BY ADDING MATCHING REINFORCED STEEL. WHICH SHALL EXTEND 48 BAR - FROM EACH CORNER OR
CHANGE IN DIRECTION. WHEN THREE OR MORE BARS ARE REQUIRED , THE BARS SHALL BE HELD IN PLACE
AND ALIGNED BY TRANSVERSE BARS SPACED NOT MORE THAN 4 FEET APART.
ALL BUILDINGS SHALL HAVE PRE-CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN
TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRIC. AND CONSUMER
SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE-CONTRUCTION SOIL TREATMENT FOR
PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING
STATEMENT:
"THE BUILDING HAS RECIEVED A COMPLETE TREATMENT FOR PREVENTION OF SUBTERRANEAN
TERMITES TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS BY THE FLORIDA DEPT. OF AGRIC.
AND CONSUMER SERVICES "THE BUILDING HAS RECIEVED A COMPLETE TREATMENT"
SOIL STATEMENT
THE SOIL HAS BEEN OBSERVED TO BE SAND AND ROCK WITH A BEARING CAPACITY OF 2000PSF. A SIGNED AND SEALED
STATEMENT WILL BE SUBMITTED TO THE CHIEF BUILDING OFFICER AFTER THE GROUND HAS BEEN BROKEN ATTESTING
THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE
DESIGN BASED
T1
GT1
PRE-ENGINEERED TRUSSES @ 24" O.C.
USE SIMPSON STRONG TIE DETAL 20 W/ 18- 10D NAILS TO WOOD RAFTERS (TYP.) FL
11473
PRE-ENGINEERED GIRDER TRUSS
USE SIMPSON STRONG TIE META 20 DOUBLE STRAP W/ 14- 16D NAILS TO WOOD
RAFTERS (TYP.) FL 11473
GT2
PRE-ENGINEERED GIRDER TRUSS
USE SIMPSON STRONG TIE META 20 DOUBLE STRAP W/ 14- 16D NAILS TO WOOD
RAFTERS (TYP.) FL 11473
GT3
PRE-ENGINEERED GIRDER TRUSS
USE SIMPSON STRONG TIE META 20 DOUBLE STRAP W/ 14- 16D NAILS TO WOOD
RAFTERS (TYP.) FL 11473
PRE-ENGINEERED TRUSSES @ 24" O.C.
CONNECTED TO GIRDER TRUSS 3. CONNECTION PROVIDED BY TRUSS COMPANY
T4
GT4
PRE-ENGINEERED TRUSSES @ 24" O.C.
USE SIMPSON STRONG TIE DOUBLE MTS 16 W/ 8- 10D NAILS TO WOOD RAFTERS & BEAM
(TYP.) FL 11473
TOP OF BM. ELEV.
#3@12"
SW
FOOTING SCHEDULE
ELEVATION
TOP OF FTG.
- 1'-0"
-
MARK
TE-8
WF-36
SIZE
8"x8"
12"x 36"
BOTT
SW
TOP
LW
REINFORCEMENT
LW
1- #5
4-#5
(ABOVE FIN. FL.)
VARY
VARIES
DTB
TB
TIES
2-#52-#5
MIDTOP
2-#5
BOTT.
TRANSVERSE
REMARKS
BALANCE @ 48" O.C.
4-#3 TIES @ 12" O.C. @ CORNERS
BEAM SCHEDULE
SIZEMARK
REINFORCEMENT
REMARKS
#4@48"
- 1'-0"F-1 48"X48"X24" 6-#5
8"x12"TB-2
*
2-#5
2-#5
BALANCE @ 48" O.C.
4-#3 TIES @ 12" O.C. @ CORNERS
6-#5 6-#5 6-#5
30'-11"
8"x12"TB-3
*
2-#5
2-#5
BALANCE @ 48" O.C.
4-#3 TIES @ 12" O.C. @ CORNERS
8"x16"20'-8"
TB-4
*
2-#5
2-#5
BALANCE @ 48" O.C.
4-#3 TIES @ 12" O.C. @ CORNERS
2-#5
10'-8"
VARIES
8"x16"TB-5
*
2-#5
2-#5
BALANCE @ 48" O.C.
4-#3 TIES @ 12" O.C. @ CORNERS
2-#5
- 1'-0"WF-16 12"x 16" 2-#5
8"x16"
*
2-#5
2-#5
2-#5
20'-8"
12"x20"TB-6
*
2-#5
2-#5
BALANCE @ 48" O.C.
4-#3 TIES @ 12" O.C. @ CORNERS
4-#520'-8"
COLUMN SCHEDULE
REINFORCEMENT
SIZEMARK
8" x 12"
8"x8"
C-1
FC
LOCATION
SEE PLAN
TIES
#3@ 12"
ELEVATION
- 1'-0"
VERT.
1- #5
4- #5
COLUMN TOP OF FTG.
REMARKS
1- #5 IN FILLED CELLSEE PLAN - 1'-0"
MARK
FILLED CELL (TYP.)
C-24"X4" SEE PLAN - - -
STEEL COLUMN
WRAPPED W/ PLYWOOD
8" x 14"C-3
SEE PLAN #3@ 12"- 1'-0" 4- #5
8" x 17"C-4
SEE PLAN #3@ 12"- 1'-0" 6- #5
8" x 8"C-5
SEE PLAN #3@ 12"- 1'-0" 2- #5
ROOFING NOTES
GENERAL CONTRACTOR SHALL PROVIDE DROPPED TIE-BEAM
W/2- #5 TOP, 2- #5 MIDDDLE & 2- #5 BOTTOM @ ALL NEW DOOR/WINDOW OPENINGS
GENERAL CONTRACTOR SHALL COORDINATE W/TRUSS MANUFACTURER
WORK OPENINGS THRU. TRUSSES. SHOP DRAWINGS SHALL BE SUBMITTED
AND MECHANICAL CONTRACTOR THE PROVISION OF ALL A/C DUCT
BY THE ARCHITECT/ENGINEER OF RECORD
SHOP DRAWINGS SHALL BE SUBMITTED BY CONTRACTOR FOR APPROVAL
ALL OVERHANGS SHALL BE 2'-0" EXCEPT WHERE NOTED.
LAYOUT OF ROOF TRUSSES SHALL BE DESIGNED BY TRUSS MANUFACTURER
AND THE ACTUAL SLOPE IN SITE. APPROVAL OF TRUSS PLAN BY THE ARCH
GENERAL CONTRACTOR SHALL COORDINATE W/TRUSS MANUFACTURER
THE VERIFICATION OF THE SLOPE OF EXISTING ROOF & CONTACT ARCH/ENG.
ABOUT ANY DISCREPANCIES BETWEEN THE SLOPE SHOWN ON DRAWINGS
/ENG. SHALL NOT RELEASE THE TRUSS MANUFACTURER /CONTRACTOR FROM
THEIR RESPONSIBILITY IN VERIFYING THE ROOF SLOPE.
TOP CHORD DEAD LOAD
BOTT. CHORD DEAD LOAD
TOP CHORD LIVE LOAD
BOTT. CHORD LIVE
GRAVITY LOAD
BUILDING CATEGORY
EXPOSURE CATEGORY
DIST. FROM OCEANLINE
WALL HEIGHT
WIND SPEED
DEAD LOAD
BUILDING TYPE
WIND DURATION
WIND LOADING CRITERIA
WIND LOAD CRITERIA
= ASCE 7- 10
= 1.0 MI
= 1.33
= AS SHOWN
= 170 MPH
= 10 PSF
= ENCLOSED
= C
= II
= 30 PSF
= 15 PSF
= 10 PSF
= 0 PSF
S-0
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*10-20-19
NOTE:
PROVIDE FIRE-RETARDANT WOOD ON ALL WOOD PRODUCTS
WF
-3
6
1
S-4
C-1
C-1
C-1
C-1
C-1
C-1
C-1
C-1
C-1
1.5"
1.5"
C-1
C-1
C-1
C-1
C-1
C-1
C-4
C-3 C-3
C-1
4" FIBERGLASS CONC. SLAB W/
OVER VAPOR BARRIER ON CLEAN
FILL COMPACTED TO MIN. 95%
DRY DENSITY. SOIL SHALL BE
PROTECTED AGAINST
SUBTERRANEAN TERMITES (TYP.)
4" FIBERGLASS
CONC.
4" FIBERGLASS
CONC.
4" FIBERGLASS CONC. SLAB W/
OVER VAPOR BARRIER ON CLEAN
FILL COMPACTED TO MIN. 95%
DRY DENSITY. SOIL SHALL BE
PROTECTED AGAINST
SUBTERRANEAN TERMITES (TYP.)
4" FIBERGLASS CONC. SLAB W/
OVER VAPOR BARRIER ON CLEAN
FILL COMPACTED TO MIN. 95%
DRY DENSITY. SOIL SHALL BE
PROTECTED AGAINST
SUBTERRANEAN TERMITES (TYP.)
4" FIBERGLASS CONC. SLAB W/
OVER VAPOR BARRIER ON CLEAN
FILL COMPACTED TO MIN. 95%
DRY DENSITY. SOIL SHALL BE
PROTECTED AGAINST
SUBTERRANEAN TERMITES (TYP.)
4" FIBERGLASS CONC. SLAB W/
OVER VAPOR BARRIER ON CLEAN
FILL COMPACTED TO MIN. 95%
DRY DENSITY. SOIL SHALL BE
PROTECTED AGAINST
SUBTERRANEAN TERMITES (TYP.)
C-1
C-1
C-1
C-1
C-1
C-1
C-1
1.5"
1.5"
C-4
C-3 C-3
C-1
4" FIBERGLASS CONC. SLAB W/
OVER VAPOR BARRIER ON CLEAN
FILL COMPACTED TO MIN. 95%
DRY DENSITY. SOIL SHALL BE
PROTECTED AGAINST
SUBTERRANEAN TERMITES (TYP.)
4" FIBERGLASS
CONC.
4" FIBERGLASS CONC. SLAB W/
OVER VAPOR BARRIER ON CLEAN
FILL COMPACTED TO MIN. 95%
DRY DENSITY. SOIL SHALL BE
PROTECTED AGAINST
SUBTERRANEAN TERMITES (TYP.)
4" FIBERGLASS CONC. SLAB W/
OVER VAPOR BARRIER ON CLEAN
FILL COMPACTED TO MIN. 95%
DRY DENSITY. SOIL SHALL BE
PROTECTED AGAINST
SUBTERRANEAN TERMITES (TYP.)
C-5
C-5
C-5
4
S-4
1
S-5
2
S-5
2
S-6
3
S-5
6" CONC. CANTILEVERED BALCONY
1
S-6
6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY
1
S-4
4
S-4
1
S-5
2
S-5
TB-3TB-3
TB-3
TB-3
TB-3
TB-3
TB-3
TB-3
TB-3
TB-3
TB-3
TB-3
DTB (DROP DOWN TIE BEAM TYP.)
TB-2
TB-2
TB-2
TB-2
TB-2
TB-2
TB-2
TB-2
TB-2
TB-2
TB-2
TB-2
TB-2TB-2
TB-2
TB-2
TB-2
TB-2
TB-2
TB-2
TB-2
TB-2
TB-2 TB-2 TB-2 TB-2 TB-2 TB-2
S-6
2
3
S-5
6" CONC. CANTILEVERED BALCONY
1
S-6
C-1
C-1
C-1
C-1
6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY
1
S-4
4
S-4
1
S-5
2
S-5
S-6
2
3
S-5
S-1
FOUNDATION PLAN
3/16"=1'
N
2ND FLOOR FRAMING PLAN
3/16"=1'
N
2ND FLOOR COLUMN PLAN
3/16"=1'
N
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*10-20-19
SEE SHEET S-3 FOR TIE-BEAM DETAILS
1
S-6
1
S-4
4
S-4
1
S-5
2
S-5
S-6
TB-4
TB-4
TB-4
TB-4
TB-4TB-4
TB-4
TB-4
TB-5
TB-5
6" CONC. CANTILEVERED BALCONY
6" CONC. CANTILEVERED BALCONY
6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY
6" CONC. CANTILEVERED BALCONY
2
1
S-6
TB-4
TB-4
TB-4
TB-4TB-4
TB-4
TB-4
TB-5
TB-5
6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY
1
S-6
TB-4
TB-4
TB-4
TB-4TB-4
TB-4
TB-4
TB-5
TB-5
6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY
CMU SEPARATING WALL CMU SEPARATING WALL
PRE-ENGINEERED WOOD TRUSSES @ 24" O.C.
DTB (DROP DOWN TIE BEAM TYP.)
3
S-5
C-1
C-1
C-1
C-1
C-1
C-1
6" CONC. CANTILEVERED BALCONY
6" CONC. CANTILEVERED BALCONY
6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY
6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY 6" CONC. CANTILEVERED BALCONY
2 HR FIRE RATED WALL
W/ SOOUND INSULATION
2 HR FIRE RATED WALL
W/ SOOUND INSULATION
2 HR FIRE RATED WALL
W/ SOOUND INSULATION
4 HR FIRE RATED CMU BLOCK WALL
4 HR FIRE RATED CMU BLOCK WALL
S-2
3RD FLOOR FRAMING PLAN
3/16"=1'
N
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*10-20-19
3RD FLOOR COLUMN PLAN
3/16"=1'
N
1
S-4
4
S-4
1
S-5
2
S-5
S-6
2
PRE-ENGINEERED WOOD TRUSSES @ 24" O.C.
TB-2
TB-2
TB-2
TB-2
TB-2TB-2
TB-2
TB-3
TB-3
24
'-1
1 4
"
171'-3"
GT2
T4
T4
T4T4 T4
T4
T4
T4
T4
T4
GT3
GT3
GT3
GT3
T4
T4
T4T4 T4
T4
T4
T4
T4
T4
T4
T4
T4T4
T4
T4
T4
T4T4
T4
T4
T4
T4T4
T4
R.D. R.D. R.D.R.D.R.D.
T1T1T1 T1 T1 T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1 T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1 T1 T1 T1 T1T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1
GT3
GT3
GT2
GT2
GT2
GT2
GT2
GT2
GT2
GT2
GT1
GT1
GT1
GT1
GT2
GT2
GT2
GT2
GT2
GT2
GT2
GT2
GT2 GT2
GT2
GT2
GT2
GT2
GT2
GT2
GT2
GT2
GT2
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
1
4
": 12
3
S-4
171'-1"
18'-2"9'-4"
1'-4"
9'-4"36'-2"9'-4"
1'-4"
9'-4"19'-6"2'-2"13'-10"9'-4"
1'-4"
9'-4"21'-4"
29
'-5
"
10'-2" 9'-4" 1'-10" 9'-4"
1'-4"
9'-4" 2'-0" 9'-4" 5'-6" 55'-7" 8'-2" 9'-4" 1'-10" 9'-4"
1'-4"
9'-4" 2'-0" 9'-4" 6'-11"
29
'-5
"
171'-1"
9'-5
"
10'-0"
10
'-0
"1
0'-0
"
10'-0"
2'-0"
2'-0
"
TB
TB
TB
TBTB TB
TB
TB TB
TB
TB
TB
TB
TBTBTBTB
TBTB
TBTB
TB
TB
TB
TB
TB
TB
TB
TB
1
S-3
2
S-3
3
S-5
4
S-4
1
S-5
2
S-5
T1
GT1
PRE-ENGINEERED TRUSSES @ 24" O.C.
USE SIMPSON STRONG TIE DETAL 20 W/ 18- 10D NAILS TO WOOD RAFTERS (TYP.) FL
11473
PRE-ENGINEERED GIRDER TRUSS
USE SIMPSON STRONG TIE META 20 DOUBLE STRAP W/ 14- 16D NAILS TO WOOD
RAFTERS (TYP.) FL 11473
GT2
PRE-ENGINEERED GIRDER TRUSS
USE SIMPSON STRONG TIE META 20 DOUBLE STRAP W/ 14- 16D NAILS TO WOOD
RAFTERS (TYP.) FL 11473
GT3
PRE-ENGINEERED GIRDER TRUSS
USE SIMPSON STRONG TIE META 20 DOUBLE STRAP W/ 14- 16D NAILS TO WOOD
RAFTERS (TYP.) FL 11473
PRE-ENGINEERED TRUSSES @ 24" O.C.
CONNECTED TO GIRDER TRUSS 3. CONNECTION PROVIDED BY TRUSS COMPANY
T4
GT4
PRE-ENGINEERED TRUSSES @ 24" O.C.
USE SIMPSON STRONG TIE DOUBLE MTS 16 W/ 8- 10D NAILS TO WOOD RAFTERS & BEAM
(TYP.) FL 11473
1'-0"
1'-0"
3'-0"
4"
8"
5
8
" TYPE "X" GYPSUM BOARD FASTENED TO 3
5
8
"
25 GA. METAL STUDS @ 24" O.C. W/ 1" DRYWALL
SCREWS @ 12" O.C. &
1
2
" FROM CORNERS
3
5
8
"- 25 GA. METAL RUNNER ATTACHED TO CMU
WALL W/
1
4
" X 2" TAPCON SCREWS @ 24" O.C.
4" CONC. SLAB W/ #5 REBARS @ 10" O.C. EA. WAY
36" x 12" CONC. BEAM W/ 6- #5 TOP & BOTTOM
FIRST 3' #3 STIRRUP @ 6" O.C. REST @ 10" O.C.
4" CONC. SLAB W/ #5 REBARS @ 10" O.C. EA. WAY
36" x 12" CONC. BEAM W/ 6- #5 TOP & BOTTOM
FIRST 12 #3 STIRRUP @ 6" O.C. REST @ 12" O.C.
6"
5
8
" TYPE "X" GYPSUM BOARD FASTENED TO 3
5
8
"
25 GA. METAL STUDS @ 24" O.C. W/ 1" DRYWALL
SCREWS @ 12" O.C. &
1
2
" FROM CORNERS
8" X 12" CONC. BEAM W/
6- #5 REBARS W/ #3 STIRRUPS @ 12" O.C.
1'-0"
8"
12
5
8" X 16" CONC. BEAM W/ 6 #5 REBARS &
#3 STIRRUPS @ 12" O.C.
PRE-ENGINEERED TRUSSES @ 24" O.C. ANCHORED
TO (2)2" x 8"P.T. WOOD LEDGER W/ USP HUS 28 W/
22- 16D NAILS INTO (2)2"X8"P.T. WOOD LEDGER &
8- 16D NAILS INTO TRUSSES (TYP.)
(2)2" X 8" P.T. WOOD LEDGER ANCHORED TO CONC.
BEAM W/
1
2
" BOLTS
@ 12" O.C. & 6" FROM EA. EDGE
1'-3
"
1
2
" PLYWOOD OVER 1- LAYER OF 90# FELT OVER
1
2
" DUROCK NAILED
TO WOOD JOISTS @ 6" O.C. @ EDGES & 6" O.C. @ INTERMEDIATE
SUPPORTS
PRE-ENGINEERED WOOD JOISTS @ 24"
2" X 4" P.T. WOOD DIAPHRAGM BLOCKING ANCHORED TO CONC. TIE-BEAM W/
1
4
" X 6" TAPCON SCREWS @ 8" O.C.
8" X 15" CONC. BEAM W/ 6 #5 REBARS &
#3 STIRRUPS @ 12" O.C.
5
8
" TYPE "X"DRYWALL CEILING ON
1" X 3" FURRING STRIPS @ 16" O.C.
PRE-ENGINEERED TRUSSES @ 24" O.C. ANCHORED TO (2)2" x 8"
P.T. WOOD LEDGER W/ USP HUS 28 W/ 22- 16D NAILS INTO (2)2"X8"
P.T. WOOD LEDGER & 8- 16D NAILS INTO TRUSSES (TYP.)
(2)2" X 8" P.T. WOOD LEDGER ANCHORED TO CONC. BEAM W/
1
2
" BOLTS
@ 12" O.C. & 6" FROM EA. EDGE
S-3
ROOF DECK FRAMING PLAN
3/16"=1'
N
NOTE
ROOF PITCH TO BE 5:12 PITCH
ROOF FRAMING PLAN
3/16"=1'
N
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*10-20-19
TB-2 DETAIL
3/4"=1'
TB-3 DETAIL
3/4"=1'
TB & TB-4 DETAIL
3/4"=1'
TB-5 DETAIL
3/4"=1'
8" X 16" CONC. BEAM W/ 6 #5 REBARS &
#3 STIRRUPS @ 12" O.C.
1
2
" PLWD. NAILED TO P.T. WOOD TRUSSES
24" O.C. W/ 6- 8D NAILS W/
1
4
" STUCCO
FIN. W/ 4" CONT. SCREEN VENT
(SCREEN TO HAVE MAXIMUM OPENINGS
1
8
" FBCR 2010 4409.13.3.2.3)
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" PRESSURE - TREATED WOOD BASE
1
2
" PLYWOOD OVER 1- LAYER OF 90# FELT OVER
1
2
" DUROCK NAILED
TO WOOD JOISTS @ 6" O.C. @ EDGES & 6" O.C. @ INTERMEDIATE
SUPPORTS
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM, & MID POINT
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" PRESSURE - TREATED WOOD BASE
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM,
& MID POINT
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" PRESSURE - TREATED WOOD BASE
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM, & MID POINT
4" FIBERGLASS CONC. SLAB OVER VAPOR BARRIET
ON CLEAN FILL COMPACTED TO MIN. 95% DRY DENSITY.
SOIL SHALL BE PROTECTED AGAINST
SUBTERRANEAN TERMITS
(WF-36) 12" X 36" CONC. CONTINUOUS FOOTING W/
4- #5 REBAR
5
8
" TYPE "X" GYPSUM BOARD FASTENED TO 3
5
8
"
25 GA. METAL STUDS @ 24" O.C. W/ 1" DRYWALL
SCREWS @ 12" O.C. &
1
2
" FROM CORNERS
5
8
" TYPE "X"DRYWALL CEILING ON
1" X 3" FURRING STRIPS @ 16" O.C.
8'-6
"
8'-1
0"
36
" R
EB
AR
S
PL
IC
E
36
" R
EB
AR
S
PL
IC
E3
6" R
EB
AR
S
PL
IC
E
1'-0
"
3/4
"
1ST FLOOR
2ND FLOOR
3RD FLOOR
1'-0
"
8'-8
"
8" X 12" CONC. BEAM W/ 4- #5 REBARS
W/ #3 STIRRUPS @ 12" O.C.
10
'-0
"1
0'-8
"1
0'-1
"
SPANISH "S" TILES OVER 1-30# FELT TIN CAPPED @ 6"
O.C. TO
5
8
" EXT. GRADE PLWD. NAILED TO RAFTERS W/
8D RING SHANK NAILS @ 6" O.C. @ ALL SUPPORTS &
GABLE EDGES W/ 10D NAILS @ 4" O.C.
3" X 3" - 26 GA. GALV. MET.
DRIP EDGE NAILED @4" O.C.
1" X 1" NAILER
12
5
1'-0
"
3'-0"
PRE-ENGINEERED TRUSSES @ 24" O.C. ANCHORED TO (2)2" x 8"
P.T. WOOD LEDGER W/ USP HUS 28 W/ 22- 16D NAILS INTO (2)2"X8"
P.T. WOOD LEDGER & 8- 16D NAILS INTO TRUSSES (TYP.)
4" CONC. SLAB W/ #5 REBARS @ 10" O.C. EA. WAY
PRE-ENGINEERED WOOD TRUSSES
1'-4
"
2" X 4" P.T. WOOD DIAPHRAGM BLOCKING ANCHORED TO CONC. TIE-BEAM W/
1
4
" X 6" TAPCON SCREWS @ 8" O.C.
12
5
PRE-ENGINEERED WOOD TRUSSES
PROVIDE METAL FLASHING
1
2
" STUCCO ON GALV. WIRE MESH OVER
1- LAYER OF 30# FELT OVER
5
8
" EXT.
GRD. PLWD. NAILED TO 2" X 4" PRE-ENGINEERED
WOOD TRUSSES @ 4" O.C. (SEC. R4409.9.3 & 4409.9.4)
2"X4" P.T. WD. PL. ANCH. TO GIRDER TRUSS W/ 16D
NAILS @ 24" O.C.
2"X4" PRE-ENGINEERED TRUSSES@ 24" O.C.
ANCHORED TO 2" X 4" P.T. WD BOTTOM PLATE
W/ SIMPSON STRONG TIE TSP ANCHOR
W/ 9- 10D X 1
1
2
" NAILS TO WD. STUD & 6- 10D
NAILS TO TOP & BOTTOM PLATE (TYP.)
FL 13872
BLT-UP 3 PLY ROOF OVER 30# RELT HOT-
MOPPED TO 1- 90# FELT TINCAPPED @ 6" O.C.
TO
5
8
" EXT. GRD. PLWD. NAILED W/ 8D RING SHANK
NAILS @ 6" O.C. @ ALL SUPPORTS & W/ 10D
NAILS @ 4" O.C. @ PNL EDGES
(SEE ROOF PLAN FOR SLOPE)
GIRDER TRUSS
5
8
" TYPE "X"DRYWALL CEILING ON
1" X 3" FURRING STRIPS @ 16" O.C.
8" X 16" CONC. BEAM W/ 6 #5 REBARS &
#3 STIRRUPS @ 12" O.C.
PRE-ENGINEERED TRUSSES @ 24" O.C. ANCHORED
1'-0
"
3'-0"
4"
36" x 12" CONC. BEAM W/ 6- #5 TOP & BOTTOM
FIRST 3' #3 STIRRUP @ 6" O.C. REST @ 10" O.C.
8"
1'-0
"
1'-8
"
3
5
8
"- 25 GA. METAL RUNNER ATTACHED TO CMU
WALL W/
1
4
" X 2" TAPCON SCREWS @ 24" O.C.
48"X 48" X 24" CONC. FOOTING
W/ 6- #5 BARS TOP & BOTTOM
& EACH WAY
4- #5 VERTICAL REBAR TIE INTO
FOUNDATION & TIE BEAM
12" X 12" CONC. COLUMN
W/ 4- #5 REBARS
12" X 20" CONC. BEAM W/ 8- #5 REBARS (TB-6)
36
" M
IN
.
10
'-8
"
1'-8
"
2ND FLOOR 8" CMU BLOCK WALL
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-5 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" PRESSURE - TREATED WOOD BASE
36
" R
EB
AR
S
PLIC
E
9'-0
"
1ST FLOOR
2ND FLOOR
4" CONC. SLAB W/ #5 REBARS @ 10" O.C. EA. WAY
1'-0
"
3'-0"
4"
8"
36" x 12" CONC. BEAM W/ 6- #5 TOP & BOTTOM
FIRST 12 #3 STIRRUP @ 4" O.C. REST @ 12" O.C.
8" X 12" CONC. CAP BEAM W/ 4- #5 REBARS
W/ #3 TIES @ 48" O.C.
EXTENDED CMU WALL FOR
PARAPET.
GOURT FILLED CELL
(2)2" X 8" P.T. WOOD LEDGER ANCHORED TO CMU WALL W/
1
2
" BOLTS
@ 12" O.C. STAGGERED & 6" FROM EA. EDGE
PRE-ENGINEERED TRUSSES @ 24" O.C. ANCHORED TO (2)2" x 8"
P.T. WOOD LEDGER W/ USP HUS 28 W/ 22- 16D NAILS INTO (2)2"X8"
P.T. WOOD LEDGER & 8- 16D NAILS INTO TRUSSES (TYP.)
PROVIDE METAL
FLASHINH
SPANISH "S" TILES OVER 1-30# FELT TIN CAPPED @ 6"
O.C. TO
5
8
" EXT. GRADE PLWD. NAILED TO RAFTERS W/
8D RING SHANK NAILS @ 6" O.C. @ ALL SUPPORTS &
GABLE EDGES W/ 10D NAILS @ 4" O.C.
8" X 16" CONC. BEAM W/ 6 #5 REBARS &
#3 STIRRUPS @ 12" O.C.
1
2
" PLWD. NAILED TO P.T. WOOD TRUSSES
24" O.C. W/ 6- 8D NAILS W/
1
4
" STUCCO
FIN. W/ 4" CONT. SCREEN VENT
(SCREEN TO HAVE MAXIMUM OPENINGS
1
8
" FBCR 2010 4409.13.3.2.3)
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" PRESSURE - TREATED WOOD BASE
1
2
" PLYWOOD OVER 1- LAYER OF 90# FELT OVER
1
2
" DUROCK NAILED
TO WOOD JOISTS @ 6" O.C. @ EDGES & 6" O.C. @ INTERMEDIATE
SUPPORTS
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM, & MID POINT
PRE-ENGINEERED WOOD JOISTS @ 24"
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" PRESSURE - TREATED WOOD BASE
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM, & MID POINT
4" FIBERGLASS CONC. SLAB OVER VAPOR BARRIET
ON CLEAN FILL COMPACTED TO MIN. 95% DRY DENSITY.
SOIL SHALL BE PROTECTED AGAINST
SUBTERRANEAN TERMITS
(WF-36)
12" X 36" CONC.
CONTINUOUS
FOOTING W/
4- #5 REBAR
1
2
" EXT. GRADE PLWD. NAILED TO P.T. WOOD TRUSSES
24" O.C. W/ 8D NAILS @ 8" O.C. W/
1
2
" STUCCO ON
GALV. WIRE MESH OVER 1- LAYER OF 30# FELT
8'-6"
8'-11"
36" R
EB
AR
S
PLIC
E
36" R
EB
AR
S
PLIC
E36" R
EB
AR
S
PLIC
E
1'-0"
3/4"
1ST FLOOR
2ND FLOOR
3RD FLOOR
1'-0"
8'-8"
8" X 12" CONC. BEAM W/ 4- #5 REBARS
W/ #3 STIRRUPS @ 12" O.C.
10'-0"
10'-8"
10'-5"
3'-0"
PRE-ENGINEERED TRUSSES @ 24" O.C. ANCHORED TO (2)2" x 8"
P.T. WOOD LEDGER W/ USP HUS 28 W/ 22- 16D NAILS INTO (2)2"X8"
P.T. WOOD LEDGER & 8- 16D NAILS INTO TRUSSES (TYP.)
(2)2" X 8" P.T. WOOD LEDGER ANCHORED TO CONC. BEAM W/
1
2
" BOLTS
@ 12" O.C. & 6" FROM EA. EDGE
4" CONC. SLAB W/ #5 REBARS @ 10" O.C. EA. WAY
1'-4"
2" X 4" P.T. WOOD DIAPHRAGM BLOCKING ANCHORED TO CONC. TIE-BEAM W/
1
4
" X 6" TAPCON SCREWS @ 8" O.C.
5'-11"
36" R
EB
AR
S
PLIC
E1'-0"
3/4"
3'-0"
#5 REBAR @ 12" O.C.
6" INTO CONC. TIE-BEAM
#5 REBAR @ 12" O.C.
11"
6.73"
EXTERIOR STAIRS (TYP.)
SPANISH "S" TILES OVER 1-30# FELT TIN CAPPED @ 6"
O.C. TO
5
8
" EXT. GRADE PLWD. NAILED TO RAFTERS W/
8D RING SHANK NAILS @ 6" O.C. @ ALL SUPPORTS &
GABLE EDGES W/ 10D NAILS @ 4" O.C.
3" X 3" - 26 GA. GALV. MET.
DRIP EDGE NAILED @4" O.C.
1" X 1" NAILER
12
5
PRE-ENGINEERED WOOD TRUSSES
PROVIDE METAL FLASHING
1
2
" STUCCO ON GALV. WIRE MESH OVER
1- LAYER OF 30# FELT OVER
5
8
" EXT.
GRD. PLWD. NAILED TO 2" X 4" PRE-ENGINEERED
WOOD TRUSSES @ 4" O.C. (SEC. R4409.9.3 & 4409.9.4)
2"X4" P.T. WD. PL. ANCH. TO TRUSSES W/ 2- 16D
NAILS @ EACH TRUSS
2"X4" PRE-ENGINEERED TRUSSES@ 24" O.C.
ANCHORED TO 2" X 4" P.T. WD BOTTOM PLATE
W/ SIMPSON STRONG TIE TSP ANCHOR
W/ 9- 10D X 1
1
2
" NAILS TO WD. STUD & 6- 10D
NAILS TO TOP & BOTTOM PLATE (TYP.)
FL 13872
5
8
" TYPE "X"DRYWALL CEILING ON
1" X 3" FURRING STRIPS @ 16" O.C.
BLT-UP 3 PLY ROOF OVER 30# RELT HOT-
MOPPED TO 1- 90# FELT TINCAPPED @ 6" O.C.
TO
5
8
" EXT. GRD. PLWD. NAILED W/ 8D RING SHANK
NAILS @ 6" O.C. @ ALL SUPPORTS & W/ 10D
NAILS @ 4" O.C. @ PNL EDGES
(SEE ROOF PLAN FOR SLOPE)
8" X 16" CONC. BEAM W/ 6 #5 REBARS &
#3 STIRRUPS @ 12" O.C.
PRE-ENGINEERED TRUSSES @ 24" O.C. ANCHORED
TO (2)2" x 8"P.T. WOOD LEDGER W/ USP HUS 28 W/
22- 16D NAILS INTO (2)2"X8"P.T. WOOD LEDGER &
8- 16D NAILS INTO TRUSSES (TYP.)
(2)2" X 8" P.T. WOOD LEDGER ANCHORED TO CONC.
BEAM W/
1
2
" BOLTS
@ 12" O.C. & 6" FROM EA. EDGE
5
8
" TYPE "X" GYPSUM BOARD FASTENED TO 3
5
8
"
25 GA. METAL STUDS @ 24" O.C. W/ 1" DRYWALL
SCREWS @ 12" O.C. &
1
2
" FROM CORNERS
3
5
8
"- 25 GA. METAL RUNNER ATTACHED TO CMU
WALL W/
1
4
" X 2" TAPCON SCREWS @ 24" O.C.
1'-8
1 2
"
8"
8"
1'-0"
1'-0"
1'-0"
S-4
WALL SECTION (TYP.)
3/4"=1'
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*10-20-19
WALL SECTION (TYP.)
3/4"=1'
1
2
EXTENDED WALL DETAIL
3/4"=1'
3
WALL SECTION (TYP.)
3/4"=1'
4
1
2
" PLWD. NAILED TO P.T. WOOD TRUSSES
24" O.C. W/ 6- 8D NAILS W/
1
4
" STUCCO
FIN. W/ 4" CONT. SCREEN VENT
(SCREEN TO HAVE MAXIMUM OPENINGS
1
8
" FBCR 2010 4409.13.3.2.3)
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" PRESSURE - TREATED WOOD BASE
1
2
" PLYWOOD OVER 1- LAYER OF 90# FELT OVER
1
2
" DUROCK NAILED
TO WOOD JOISTS @ 6" O.C. @ EDGES & 6" O.C. @ INTERMEDIATE
SUPPORTS
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM, & MID POINT
PRE-ENGINEERED WOOD JOISTS @ 24"
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" PRESSURE - TREATED WOOD BASE
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM, & MID POINT
4" FIBERGLASS CONC. SLAB OVER VAPOR BARRIET
ON CLEAN FILL COMPACTED TO MIN. 95% DRY DENSITY.
SOIL SHALL BE PROTECTED AGAINST
SUBTERRANEAN TERMITS
(WF-36) 12" X 36" CONC. CONTINUOUS FOOTING W/
4- #5 REBAR
8'-6"
8'-10"
36" R
EB
AR
S
PLIC
E
36" R
EB
AR
S
PLIC
E36" R
EB
AR
S
PLIC
E
1'-0"
3/4"
1ST FLOOR
2ND FLOOR
3RD FLOOR
1'-0"
8'-8"
8" X 12" CONC. BEAM W/ 4- #5 REBARS
W/ #3 STIRRUPS @ 12" O.C.
10'-0"
10'-8"
10'-3"
SPANISH "S" TILES OVER 1-30# FELT TIN CAPPED @ 6"
O.C. TO
5
8
" EXT. GRADE PLWD. NAILED TO RAFTERS W/
8D RING SHANK NAILS @ 6" O.C. @ ALL SUPPORTS &
GABLE EDGES W/ 10D NAILS @ 4" O.C.
3" X 3" - 26 GA. GALV. MET.
DRIP EDGE NAILED @4" O.C.
1" X 1" NAILER
12
5
3'-0"
PRE-ENGINEERED WOOD TRUSSES
1'-4"
2" X 4" P.T. WOOD DIAPHRAGM BLOCKING ANCHORED TO CONC. TIE-BEAM W/
1
4
" X 6" TAPCON SCREWS @ 8" O.C.
PROVIDE METAL FLASHING
1
2
" STUCCO ON GALV. WIRE MESH OVER
1- LAYER OF 30# FELT OVER
5
8
" EXT.
GRD. PLWD. NAILED TO 2" X 4" PRE-ENGINEERED
WOOD TRUSSES @ 4" O.C. (SEC. R4409.9.3 & 4409.9.4)
2"X4" P.T. WD. PL. ANCH. TO TRUSSES W/ 2- 16D
NAILS @ EACH TRUSS
2"X4" PRE-ENGINEERED TRUSSES@ 24" O.C.
ANCHORED TO 2" X 4" P.T. WD BOTTOM PLATE
W/ SIMPSON STRONG TIE TSP ANCHOR
W/ 9- 10D X 1
1
2
" NAILS TO WD. STUD & 6- 10D
NAILS TO TOP & BOTTOM PLATE (TYP.)
FL 13872
8" X 16" CONC. BEAM W/ 6 #5 REBARS &
#3 STIRRUPS @ 12" O.C.
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
1
2
" EXT. GRADE PLWD. NAILED TO P.T. WOOD TRUSSES
24" O.C. W/ 8D NAILS @ 8" O.C. W/
1
2
" STUCCO ON
GALV. WIRE MESH OVER 1- LAYER OF 30# FELT
PRE-ENGINEERED TRUSSES @ 24" O.C. ANCHORED
TO (2)2" x 8"P.T. WOOD LEDGER W/ USP HUS 28 W/
22- 16D NAILS INTO (2)2"X8"P.T. WOOD LEDGER &
8- 16D NAILS INTO TRUSSES (TYP.)
(2)2" X 8" P.T. WOOD LEDGER ANCHORED TO CONC.
BEAM W/
1
2
" BOLTS
@ 12" O.C. & 6" FROM EA. EDGE
1'-3"
1
2
" PLYWOOD OVER 1- LAYER OF 90# FELT OVER
1
2
" DUROCK NAILED
TO WOOD JOISTS @ 6" O.C. @ EDGES & 6" O.C. @ INTERMEDIATE
SUPPORTS
PRE-ENGINEERED WOOD JOISTS @ 24"
2" X 4" P.T. WOOD DIAPHRAGM BLOCKING ANCHORED TO CONC. TIE-BEAM W/
1
4
" X 6" TAPCON SCREWS @ 8" O.C.
8" X 16" CONC. BEAM W/ 6 #5 REBARS &
#3 STIRRUPS @ 12" O.C.
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C. EMBEDDED 2" INTO CONC. DECK
W/ EPOXY & 6" INTO TIE-BEAM
4" PRESSURE - TREATED WOOD BASE
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM,
& MID POINT
5
8
" TYPE "X" DRYWALL CEILING ON
1" X 3" FURRING STRIPS @ 16" O.C.
2ND FLOOR
PRE-ENGINEERED TRUSSES @ 24" O.C. ANCHORED TO (2)2" x 8"
P.T. WOOD LEDGER W/ USP HUS 28 W/ 22- 16D NAILS INTO (2)2"X8"
P.T. WOOD LEDGER & 8- 16D NAILS INTO TRUSSES (TYP.)
(2)2" X 8" P.T. WOOD LEDGER ANCHORED TO CONC. BEAM W/
1
2
" BOLTS
@ 12" O.C. & 6" FROM EA. EDGE
4" CONC. SLAB W/ #5 REBARS @ 10" O.C. EA. WAY
8" X 16" CONC. BEAM W/ 6 #5 REBARS &
#3 STIRRUPS @ 12" O.C.
PRE-ENGINEERED TRUSSES @ 24" O.C. ANCHORED
TO (2)2" x 8"P.T. WOOD LEDGER W/ USP HUS 28 W/
22- 16D NAILS INTO (2)2"X8"P.T. WOOD LEDGER &
8- 16D NAILS INTO TRUSSES (TYP.)
(2)2" X 8" P.T. WOOD LEDGER ANCHORED TO CONC.
BEAM W/
1
2
" BOLTS
@ 12" O.C. & 6" FROM EA. EDGE
5
8
" TYPE "X"DRYWALL CEILING ON
1" X 3" FURRING STRIPS @ 16" O.C.
BLT-UP 3 PLY ROOF OVER 30# RELT HOT-
MOPPED TO 1- 90# FELT TINCAPPED @ 6" O.C.
TO
5
8
" EXT. GRD. PLWD. NAILED W/ 8D RING SHANK
NAILS @ 6" O.C. @ ALL SUPPORTS & W/ 10D
NAILS @ 4" O.C. @ PNL EDGES
(SEE ROOF PLAN FOR SLOPE)
8"
5
8
" TYPE "X" GYPSUM BOARD FASTENED TO 3
5
8
"
25 GA. METAL STUDS @ 24" O.C. W/ 1" DRYWALL
SCREWS @ 12" O.C. &
1
2
" FROM CORNERS
4" CONC. SLAB W/ #5 REBARS @ 10" O.C. EA. WAY
36" x 12" CONC. BEAM W/ 6- #5 TOP & BOTTOM
FIRST 3' #3 STIRRUP @ 6" O.C. REST @ 10" O.C.
1'-0"
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" PRESSURE - TREATED WOOD BASE
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM, & MID POINT
4" FIBERGLASS CONC. SLAB OVER VAPOR BARRIET
ON CLEAN FILL COMPACTED TO MIN. 95% DRY DENSITY.
SOIL SHALL BE PROTECTED AGAINST
SUBTERRANEAN TERMITS
36" R
EB
AR
S
PLIC
E1'-0"
3/4"
8" X 20" CONC. BEAM W/
8 #5 REBARS W/ #3 STIRRUPS @ 12" O.C.
1'-0"
1'-4"
8" X 16" CONC. BEAM W/ 8 #5 REBARS &
#3 STIRRUPS @ 12" O.C.
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" PRESSURE - TREATED WOOD BASE
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM,
& MID POINT
5
8
" TYPE "X"DRYWALL CEILING ON
1" X 3" FURRING STRIPS @ 16" O.C.
2ND FLOOR
PRE-ENGINEERED TRUSSES @ 24" O.C. ANCHORED TO (2)2" x 8"
P.T. WOOD LEDGER W/ USP HUS 28 W/ 22- 16D NAILS INTO (2)2"X8"
P.T. WOOD LEDGER & 8- 16D NAILS INTO TRUSSES (TYP.)
1'-3"
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" PRESSURE - TREATED WOOD BASE
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM, & MID POINT
36" R
EB
AR
S
PLIC
E1'-0"
3/4"
8" X 20" CONC. BEAM W/
8 #5 REBARS W/ #3 STIRRUPS @ 12" O.C.
1'-0"
1'-4"
8" X 16" CONC. BEAM W/ 8 #5 REBARS &
#3 STIRRUPS @ 12" O.C.
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" PRESSURE - TREATED WOOD BASE
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM,
& MID POINT
5
8
" TYPE "X"DRYWALL CEILING ON
1" X 3" FURRING STRIPS @ 16" O.C.
2ND FLOOR
PRE-ENGINEERED TRUSSES @ 24" O.C. ANCHORED TO (2)2" x 8"
P.T. WOOD LEDGER W/ USP HUS 28 W/ 22- 16D NAILS INTO (2)2"X8"
P.T. WOOD LEDGER & 8- 16D NAILS INTO TRUSSES (TYP.)
1
2
" PLYWOOD OVER 1- LAYER OF 90# FELT OVER
1
2
" DUROCK NAILED
TO WOOD JOISTS @ 6" O.C. @ EDGES & 6" O.C. @ INTERMEDIATE
SUPPORTS
2" X 4" P.T. WOOD DIAPHRAGM BLOCKING ANCHORED TO CONC. TIE-BEAM W/
1
4
" X 6" TAPCON SCREWS @ 8" O.C.
3RD FLOOR3RD FLOOR
5
8
" TYPE "X" GYPSUM BOARD FASTENED TO 2"
25 GA. METAL RUNNERS @ 24" O.C. W/ 1" DRYWALL
SCREWS @ 12" O.C. &
1
2
" FROM CORNERS
4" CONC. SLAB W/ #5 REBARS @ 10" O.C. EA. WAY
1'-0"
4"
1'-0"
4"
4" CONC. SLAB W/ #5 REBARS @ 10" O.C. EA. WAY
5
8
" TYPE "X" GYPSUM BOARD FASTENED TO 3
5
8
"
25 GA. METAL STUDS @ 24" O.C. W/ 1" DRYWALL
SCREWS @ 12" O.C. &
1
2
" FROM CORNERS
36" x 12" CONC. BEAM W/ 6- #5 TOP & BOTTOM
FIRST 3' #3 STIRRUP @ 6" O.C. REST @ 10" O.C.
3
5
8
"- 25 GA. METAL RUNNER ATTACHED TO CMU
WALL W/
1
4
" X 2" TAPCON SCREWS @ 24" O.C.
5
8
" TYPE "X" GYPSUM BOARD FASTENED TO 3
5
8
"
25 GA. METAL STUDS @ 24" O.C. W/ 1" DRYWALL
SCREWS @ 12" O.C. &
1
2
" FROM CORNERS
36" x 12" CONC. BEAM W/ 6- #5 TOP & BOTTOM
FIRST 3' #3 STIRRUP @ 6" O.C. REST @ 10" O.C.
3
5
8
"- 25 GA. METAL RUNNER ATTACHED TO CMU
WALL W/
1
4
" X 2" TAPCON SCREWS @ 24" O.C.
BLT-UP 3 PLY ROOF OVER 30# RELT HOT-
MOPPED TO 1- 90# FELT TINCAPPED @ 6" O.C.
TO
5
8
" EXT. GRD. PLWD. NAILED W/ 8D RING SHANK
NAILS @ 6" O.C. @ ALL SUPPORTS & W/ 10D
NAILS @ 4" O.C. @ PNL EDGES
(SEE ROOF PLAN FOR SLOPE)
8" X 16" CONC. BEAM W/ 8 #5 REBARS &
#3 STIRRUPS @ 12" O.C.
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM,
& MID POINT
5
8
" TYPE "X"DRYWALL CEILING ON
1" X 3" FURRING STRIPS @ 16" O.C.
8" X 16" CONC. BEAM W/ 8 #5 REBARS &
#3 STIRRUPS @ 12" O.C.
1
2
" PLWD. NAILED TO P.T. WOOD TRUSSES
24" O.C. W/ 6- 8D NAILS W/
1
4
" STUCCO
FIN. W/ 4" CONT. SCREEN VENT
(SCREEN TO HAVE MAXIMUM OPENINGS
1
8
" FBCR 2010 4409.13.3.2.3)
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" PRESSURE - TREATED WOOD BASE
1
2
" PLYWOOD OVER 1- LAYER OF 90# FELT OVER
1
2
" DUROCK NAILED
TO WOOD JOISTS @ 6" O.C. @ EDGES & 6" O.C. @ INTERMEDIATE
SUPPORTS
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM, & MID POINT
PRE-ENGINEERED WOOD JOISTS @ 24"
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" PRESSURE - TREATED WOOD BASE
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM,
& MID POINT
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" PRESSURE - TREATED WOOD BASE
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM, & MID POINT
4" FIBERGLASS CONC. SLAB OVER VAPOR BARRIET
ON CLEAN FILL COMPACTED TO MIN. 95% DRY DENSITY.
SOIL SHALL BE PROTECTED AGAINST
SUBTERRANEAN TERMITS
(WF-36) 12" X 36" CONC. CONTINUOUS FOOTING W/
4- #5 REBAR
5
8
" TYPE "X" GYPSUM BOARD FASTENED TO 3
5
8
"
25 GA. METAL STUDS @ 24" O.C. W/ 1" DRYWALL
SCREWS @ 12" O.C. &
1
2
" FROM CORNERS
5
8
" TYPE "X"DRYWALL CEILING ON
1" X 3" FURRING STRIPS @ 16" O.C.
8'-6
"
8'-1
0"
36
" R
EB
AR
S
PL
IC
E
36
" R
EB
AR
S
PL
IC
E3
6" R
EB
AR
S
PL
IC
E
1'-0
"
3/4
"
1ST FLOOR
2ND FLOOR
3RD FLOOR
1'-0
"
8'-8
"
8" X 12" CONC. BEAM W/ 6- #5 REBARS
W/ #3 STIRRUPS @ 12" O.C.
10
'-0
"1
0'-8
"1
0'-3
"
3'-0"
PRE-ENGINEERED TRUSSES @ 24" O.C. ANCHORED TO (2)2" x 8"
P.T. WOOD LEDGER W/ USP HUS 28 W/ 22- 16D NAILS INTO (2)2"X8"
P.T. WOOD LEDGER & 8- 16D NAILS INTO TRUSSES (TYP.)
(2)2" X 8" P.T. WOOD LEDGER ANCHORED TO CONC. BEAM W/
1
2
" BOLTS
@ 12" O.C. & 6" FROM EA. EDGE
4" CONC. SLAB W/ #5 REBARS @ 10" O.C. EA. WAY
1'-4
"
2" X 4" P.T. WOOD DIAPHRAGM BLOCKING ANCHORED TO CONC. TIE-BEAM W/
1
4
" X 6" TAPCON SCREWS @ 8" O.C.
SPANISH "S" TILES OVER 1-30# FELT TIN CAPPED @ 6"
O.C. TO
5
8
" EXT. GRADE PLWD. NAILED TO RAFTERS W/
8D RING SHANK NAILS @ 6" O.C. @ ALL SUPPORTS &
GABLE EDGES W/ 10D NAILS @ 4" O.C.
3" X 3" - 26 GA. GALV. MET.
DRIP EDGE NAILED @4" O.C.
1" X 1" NAILER
12
5
PRE-ENGINEERED WOOD TRUSSES
PROVIDE METAL FLASHING
1
2
" STUCCO ON GALV. WIRE MESH OVER
1- LAYER OF 30# FELT OVER
5
8
" EXT.
GRD. PLWD. NAILED TO 2" X 4" PRE-ENGINEERED
WOOD TRUSSES @ 4" O.C. (SEC. R4409.9.3 & 4409.9.4)
2"X4" P.T. WD. PL. ANCH. TO TRUSSES W/ 2- 16D
NAILS @ EACH TRUSS
2"X4" PRE-ENGINEERED TRUSSES@ 24" O.C.
ANCHORED TO 2" X 4" P.T. WD BOTTOM PLATE
W/ SIMPSON STRONG TIE TSP ANCHOR
W/ 9- 10D X 1
1
2
" NAILS TO WD. STUD & 6- 10D
NAILS TO TOP & BOTTOM PLATE (TYP.)
FL 13872
5
8
" TYPE "X"DRYWALL CEILING ON
1" X 3" FURRING STRIPS @ 16" O.C.
BLT-UP 3 PLY ROOF OVER 30# RELT HOT-
MOPPED TO 1- 90# FELT TINCAPPED @ 6" O.C.
TO
5
8
" EXT. GRD. PLWD. NAILED W/ 8D RING SHANK
NAILS @ 6" O.C. @ ALL SUPPORTS & W/ 10D
NAILS @ 4" O.C. @ PNL EDGES
(SEE ROOF PLAN FOR SLOPE)
8" X 16" CONC. BEAM W/ 6 #5 REBARS &
#3 STIRRUPS @ 12" O.C.
PRE-ENGINEERED TRUSSES @ 24" O.C. ANCHORED
TO (2)2" x 8"P.T. WOOD LEDGER W/ USP HUS 28 W/
22- 16D NAILS INTO (2)2"X8"P.T. WOOD LEDGER &
8- 16D NAILS INTO TRUSSES (TYP.)
(2)2" X 8" P.T. WOOD LEDGER ANCHORED TO CONC.
BEAM W/
1
2
" BOLTS
@ 12" O.C. & 6" FROM EA. EDGE
36" x 12" CONC. BEAM W/ 6- #5 TOP & BOTTOM
FIRST 3' #3 STIRRUP @ 6" O.C. REST @ 10" O.C.
8"
6"
1'-0
"
S-5
WALL SECTION (TYP.)
3/4"=1'
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*10-20-19
1 WALL SECTION (TYP.)
3/4"=1'
4WALL SECTION (TYP.)
3/4"=1'
2
SEE FTG. SCHED.
3"
3"
SC
HE
D.
WOOD BASE
@ 16" O.C.
2-#5 BOTT.
VA
RIE
S
2- #5 TOP
VA
RIE
S
2-#5 MIDDLE
GLASS WINDOW
5"
CONCRETE SLAB
VA
RIE
S P
ER
C
EIL
IN
G P
LA
N
BOTTOM OF EXISTING
3 5/8" 25 GA. METAL STUD
TOP RUNNER
PLATE ANCHOR TO SLAB
3 5/8" 25 GA. METAL BOTT.
W/ 1/4" TAPCON SCREWS
@ 24" O.C. ROOM SIDE OF
3 5/8" STUDS @ 16" O.C.
FIN. FLOOR
1/2" DRYWALL ON BOTH
SIDES OF 3 5/8" STUDS @
16" O.C.
5"
BOTT. CHORD OF TRUSS
ROOM SIDE OF 3 5/8""
1/2" DUROCK ON BATH
HEIGHT OF 72" OVER
CERAMIC TILES TO A
25 GA. STUDS @ 16" O.C.
8'-0"
3 5/8" 25 GA. METAL STUD
TOP RUNNER
PLATE ANCHOR TO SLAB
3 5/8" 25 GA. METAL BOTT.
W/ 1/4" TAPCON SCREWS
@ 24" O.C. ROOM SIDE OF
2" x 4" STUDS @ 16" O.C.
R
=
V
A
R
IE
S
3'-0"
BENT @ CORNERS E.W. & #3 TIES @ 12" O.C.)
16"
#5 BARS @ 6" O.C. E.W.
\"
8"
7 1/2"
HO
OK
6"
6"
FIN. FLOOR
4" P.T. WD. BASE
5/8" TYPE "X" GYPSUM BOARD
(EMBEDMENT) CONC. EXPANSION TYPE ANCHORS
PROVIDE A MINIMUM OF (4) FOUR 1/2" DIA. X 3"
AT EACH JAMB AND @ 4'-0" O.C. MAX. AT
HEADER ABOVE.
NOTE:
STUCCO FINISH
LINE OF 2" X 6" P.T. WOOD BUCK ABV.
LINE OF CONCRETE BEAM ABV.
2" X 6" P.T. WOOD BUCK ATTACHED TO CONC.
C
L
WOOD DOOR STOP
COLUMN
WITH VERT. RODS
8"x24" CONC. TIE COLUMN
INSTALLATION FOR LOAD REQUIREMENTS.
GARAGE DOOR ASSEMBLY AS PER PRODUCT
COL. OR 4\" EMBEDMENT INTO FILLED CONC. UNIT MASONRY COL.
W/MIN. 1\" ~ WASHER AND MIN. 2\" EMBEDMENT INTO CONC.
LITERATURE AND MIAMI-DADE COUNTY APPROVAL.
TO CENTERLINE OF 3/8" ~ HILTO KWICK BOLT II
1'-9"
FTG.
REINFORCEMENT
2" x 4" WD. BLOCKING
4" WIDE PARTITION @ 16" O.C.
6" WIDE PARTITION @ 24 " O.C.
4"
3/4" PLWD. SHELF. W/PLASTIC
2"x4" WD BACKING BETWEEN
PLAST. LAM. OR MARBLE FIN.
SHAPED STUDS @ 16" O.C.
3 5/8" OR 5 5/8" 20 GA. CHANNEL
DRAWER ON SLIDING HDWR.
2"x4" WD BACKING BETWEEN
CLIPS IN 1" INCREMENTS.
METAL STANDARDS W/ADJUST.
3/4" PLWD. SHELF. W/PLASTIC
2'-8"
1'-6
"
STUDS
LAMINATE FINISH
2'-0"
1'-0"
LAMINATE FINISH
TOP OF PLATE
2'-6
"
STUDS
TOP OF PLATE
8" X 16" CONC. BEAM W/ 6 #5 REBARS &
#3 STIRRUPS @ 12" O.C.
1
2
" PLWD. NAILED TO P.T. WOOD TRUSSES
24" O.C. W/ 6- 8D NAILS W/
1
4
" STUCCO
FIN. W/ 4" CONT. SCREEN VENT
(SCREEN TO HAVE MAXIMUM OPENINGS
1
8
" FBCR 2010 4409.13.3.2.3)
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1
2
" DRYWALL ON P.T . FURRING STRIPS 16" O.C.
R-4.1 INSULATION
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" PRESSURE - TREATED WOOD BASE
1
2
" PLYWOOD OVER 1- LAYER OF 90# FELT OVER
1
2
" DUROCK NAILED
TO WOOD JOISTS @ 6" O.C. @ EDGES & 6" O.C. @ INTERMEDIATE
SUPPORTS
1" X 3" P.T. WOOD FIRE STOPS @ CEILING, BOTTOM, & MID POINT
PRE-ENGINEERED WOOD JOISTS @ 24"
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
5
8
" STUCCO FIN. ON 8" CONC. BLOCKWALL
W/ No.9 LADDER TYPE HORIZ. JT. REINF. @
16" O.C.
1- #5 VERT. IN GROUTED CELL EA.
SIDE OF OPENINGS, @ CORNERS & MAX
48" O.C.
4" FIBERGLASS CONC. SLAB OVER VAPOR BARRIET
ON CLEAN FILL COMPACTED TO MIN. 95% DRY DENSITY.
SOIL SHALL BE PROTECTED AGAINST
SUBTERRANEAN TERMITS
(WF-36)
12" X 36" CONC.
CONTINUOUS
FOOTING W/
4- #5 REBAR
1
2
" EXT. GRADE PLWD. NAILED TO P.T. WOOD TRUSSES
24" O.C. W/ 8D NAILS @ 8" O.C. W/
1
2
" STUCCO ON
GALV. WIRE MESH OVER 1- LAYER OF 30# FELT
8'-6
"
8'-1
1"
36
" R
EB
AR
S
PL
IC
E
36
" R
EB
AR
S
PL
IC
E
36
" R
EB
AR
S
PL
IC
E
1'-0
"
3/4
"
1ST FLOOR
2ND FLOOR
3RD FLOOR
1'-0
"
8" X 12" CONC. BEAM W/ 4- #5 REBARS
W/ #3 STIRRUPS @ 12" O.C.
10
'-0
"1
0'-8
"
10
'-5
"
1'-0
"
3'-0"
PRE-ENGINEERED TRUSSES @ 24" O.C. ANCHORED TO (2)2" x 8"
P.T. WOOD LEDGER W/ USP HUS 28 W/ 22- 16D NAILS INTO (2)2"X8"
P.T. WOOD LEDGER & 8- 16D NAILS INTO TRUSSES (TYP.)
(2)2" X 8" P.T. WOOD LEDGER ANCHORED TO CONC. BEAM W/
1
2
" BOLTS
@ 12" O.C. & 6" FROM EA. EDGE
4" CONC. SLAB W/ #5 REBARS @ 10" O.C. EA. WAY
1'-4
"
2" X 4" P.T. WOOD DIAPHRAGM BLOCKING ANCHORED TO CONC. TIE-BEAM W/
1
4
" X 6" TAPCON SCREWS @ 8" O.C.
SPANISH "S" TILES OVER 1-30# FELT TIN CAPPED @ 6"
O.C. TO
5
8
" EXT. GRADE PLWD. NAILED TO RAFTERS W/
8D RING SHANK NAILS @ 6" O.C. @ ALL SUPPORTS &
GABLE EDGES W/ 10D NAILS @ 4" O.C.
3" X 3" - 26 GA. GALV. MET.
DRIP EDGE NAILED @4" O.C.
1" X 1" NAILER
12
5
PRE-ENGINEERED WOOD TRUSSES
5
8
" TYPE "X"DRYWALL CEILING ON
1" X 3" FURRING STRIPS @ 16" O.C.
8" X 16" CONC. BEAM W/ 6- #5 REBARS &
#3 STIRRUPS @ 12" O.C.
PRE-ENGINEERED TRUSSES @ 24" O.C. ANCHORED
TO (2)2" x 8"P.T. WOOD LEDGER W/ USP HUS 28 W/
22- 16D NAILS INTO (2)2"X8"P.T. WOOD LEDGER &
8- 16D NAILS INTO TRUSSES (TYP.)
(2)2" X 8" P.T. WOOD LEDGER ANCHORED TO CONC.
BEAM W/
1
2
" BOLTS
@ 12" O.C. & 6" FROM EA. EDGE
8"
8"
EXTERIOR PORCHINTERIOR
36" x 12" CONC. BEAM W/ 6- #5 TOP & BOTTOM
FIRST 3' #3 STIRRUP @ 6" O.C. REST @ 10" O.C.
2'-7"
ARCH BEAM MIN. 8" X 12" W/ 6- #5 REBARS @ PEAK ARCH
CMU WALL BEYOND
S-6
COLUMN REBAR SPLICE
N.T.S.
DOOR/WINDOW DROP T.B. DETAIL
N.T.S.
WINDOW/ DOOR JAMB DETAIL
N.T.S.
WINDOW SILL/HEAD DETAIL
3/4"=1'
PARTITION WALL DETAIL
N.T.S.
BATHROOM PARTITION WALL DETAIL
N.T.S.
RAILING DETAIL
N.T.S.
ARCH BEAM DETAIL
N.T.S.
CANTILEAVER SLAB DETAIL
N.T.S.
GARAGE DOOR JAMB DETAIL
N.T.S.
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*10-20-19
CROSS BRACING DETAIL
N.T.S.
FOUNDATION CORNER BAR DETAIL
N.T.S.
CABINET DETAIL
N.T.S.
WALL SECTION (TYP.)
3/4"=1'
1
2 HOUR FIRE RATED WALL ANSI/ UL 263 - BXUV7 404
ELECTRICAL FIRE PENETRATION - XHEZ.W-L-3001
SEE ATTACHMENTS TO PLANS
1
WALL SECTION (TYP.)
3/4"=1'
2
7'-0" M
IN
8'-0" M
AX
_________
EX
AC
T H
EIG
HT
FR
OM
F
LO
OR
TO
T
OP
O
F
RO
OF
H
AT
CH
6'-0"
TY
P2'-2"
3'-3"
1'-1"
9'-2"
SP
LIC
E W
HE
N H
EIG
HT
EX
CE
ED
S 24'-0"
16"
#5
#5 @ 12" O.C.
2- #5 CONT.
11" (TYP.)
12"
12"
6.73" (TYP.)
#5 DOWELS @ 24" O.C.
6.73" (TYP.)
#5 @ 12" O.C.
6" INTO EX CONC.
WALL W/ EPOXY
#5 @ 12" O.C.
123456789101112131415161718
16'-6"
3'-6"
19
1
23456788910111213141516
16'-9"
3'-0"
STRINGER W/16- 16d NAILS
TYPICAL STAIRS SECTIONAL DETAIL
W/4- \"x 10" LONG BOLTS & TO
USP "SGP3" ANCH. TO 12"x12"x2"
3/4" = 1'-O"
8" CONC. BLOCKWALL
6.6
6"
2- 2"x12" P.T. STRINGERS EQUALLY SPACED
@ EA. JST. & STRINGER
SIMPSON 'U214' HANGERS
SEE DETAIL 1/ SHEET S-8
2- 2"x12" JST
CONC. BLKWALL
W.I. H'RAIL
2"x6" FIRESTOP
11"
W/CONC.
4"~ SCHED. 40 STL. COL. FILLED
1
2
" THRU BOLTS (TYP.)
1
2
" ANCHOR BOLTS IN CONC. COLUMN
6" EMBEDDED W/ EPOXY
CONC.
WALL
(2)2" X 12" P.T. WOOD BEAM /
PRE-ENGINEERED GIRDER TRUSS
11"
1
2
" THICK X 12" LONG X 12" HIGH
GALVANIZED STEEL "U" BRACKET
W/ FLANGES ON EACH SIDE
PARADIENE20(fullyadhere)
4lb.LEADFLASHING(30"X30"
primeandsetinmastic)
PARADIENE20(39"X39",fullyadhere
lapaminimumof4"beyondlead)
MASTIC(setallrooflayersinmastic
6"arounddrainperimeter)
PARADIENE30FR
STRAINER&CLAMPINGRING
4"
RIGIDINSULATION(slopetodrain)
CAUTION:SIPLASTRECOMMENDSTHATALLPRACTICESPERTAININGTONRCACERTAGUIDELINESBEFOLLOWEDWHENTORCHINGMETHODSAREEMPLOYED.THISINCLUDESPERFORMINGAFIREWATCHFOLLOWING
ANYTORCHAPPLICATIONS.ALWAYSHAVEAPPROVEDFIRE-EXTINGUISHINGEQUIPMENTNEARBY.
APPROVEDCOVERBOARD
NOTES:
1.
WHEREPRIMERISINDICATEDTOMAINTAINPROPERADHESION,USEPA-1125ORPA-917LSPRIMER.CONTACTSIPLASTFORSPECIFICREQUIREMENTS.
2. ROOFDRAINCOMPONENTSANDINSTALLATIONGUIDELINESARESUPPLIEDBYTHEDRAINMANUFACTURER.
3.REQUIREMENTSANDRECOMMENDATIONSDETAILEDINTHECURRENTSIPLASTSPECIFICATIONSSHALLAPPLYINADDITIONTOTHEABOVEDRAWING.
4.
PA-1021PLASTICCEMENT,PA-828FLASHINGCEMENT,SFTCEMENT,ORPS-715NSELASTOMERICSEALANTISREQUIREDWHEREMASTICISINDICATED.
PARADIENE20
LEADFLASHING
PARADIENE20
MASTIC(shadedarea)
PARADIENE30FR
CLAMPINGRING
OVERHEADVIEW
1"X1" GALV. STEEL RAILING ARC
WELDED TO 4" X 4" GALV. STL PLATE
ANCHORED TO EX CONC. W/
2-
1
2
" BOLTS W/
1
16
" THK X
1
2
" WASHER
W/ NEOPRENE GASKET & ARC WELDED
TO EXISTING RAILING (TYP.)
INTERMEDIATE RAILINGS
@ 4" O.C. (TYP.)
4'-9"
4" (TYP.)
EXISTING RAILING
4" X 4" GALV. STL PLATE ARC
WELDED TO NEW RAILING
ANCHORED TO 4" CONC. SLAB
W/
1
2
" BOLTS W/
1
16
" THK X
1
2
" WASHER
W/ NEOPRENE GASKET
INTERMEDIATE
RAILING
(DESIGN PROVIDED BY
RAILING MANUFACTURER)
NEW 1" X 1" STAINLESS
STEEL RAILING
EX. 4" CONC.
PROPOSED RAILING
INTERMEDIATE
RAILING
(DESIGN PROVIDED BY
RAILING MANUFACTURER)
INTERMEDIATE
RAILING
(DESIGN PROVIDED BY
RAILING MANUFACTURER)
1
2
" X
1
2
" GALV.
STEEL INTERMEDIATE
RAILING @ 4" O.C.
4" CONC. SLAB
3'-6
"
1
S-7
2
S-7
6"
11" X 1" GLAV.
STL. HORIZONTAL
RAILING
(DESIGN PROVIDED BY
RAILING MANUFACTURER)
1
S-7
1" X 1" GLAV.
STL. HORIZONTAL
RAILING
(DESIGN PROVIDED BY
RAILING MANUFACTURER)
4"
3'-6
"
4"
3'-0
"
3'-6
"
6'-1
"
6'-0
" T
.O
. C
MU
6'-1
" T
.O
. T
OP
P
LA
TE
C-1
S-7
ACCESS LADDER DETAIL
N.T.S.
EXTERIOR STAIR SECTION
N.T.S.
EXTERIOR STAIRS
1/2" = 1'-0"
INTERIOR STAIRS (TYP.)
1/2" = 1'-0"
INTERIOR STAIR SECTIONAL DETAIL
N.T.S.
STAIR CONNECTION DETAIL
3/4" = 1'-0"
SEAL:
ADDRESS:
PROJECT:
DRAWN BY:
DATE:
JOSEPH F. BERNARD JR.
REVISIONS:
SHEET NO.
6243 S.W. 26TH ST.
MIRAMAR, FL. 33023
OWNER:
G10 OPZ MIRAMAR, LLC
PROPOSED 9 UNIT CONDO
BUILDING
07-01-2019
No. 0063844
* *
STATE OF
*10-20-19
ROOF DRAIN DETAIL
N.T.S.
RAILING DETAIL (TYP.)
1 1/2" = 1'
DETAIL (TYP.)
1 1/2" = 1'
INTERMEDIATE RAILING
1 2