tile or shingle roof 5 · 2019. 11. 14. · lot 11 blk 792 2197 br\revit\10796 2197 br.rvt a-2 br...
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-
5"
12"5"
12"
5"
12"
5"
12"
5"
12"
5"
12"
5"
12"
5"
12"
5"
12"
5"
12"
5"
12"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
TOP OF BEAM (ENTRY)ELEV. @ 12'-8"
TOP OF BEAM (ENTRY)ELEV. @ 12'-8"
TILE OR SHINGLE ROOF
2-25 SH 2-26 SH3080 ENTRY
16080 OHGD
8'-0
"
4" RAISED DECO
BANDING
1'-4"
1'-4"
1'-4"
8'-0
"10
'-4
"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
TILE OR SHINGLE ROOF
25 SH 25 SH 2-35 SH 2-35 SH 2-35 SH
8'-0
"
1'-4"1'-4"
DECO TEXTURE FINISH
OVER CONC BLOCK
8'-0
"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
TOP OF BEAM (ENTRY)ELEV. @ 12'-8"
DECO TEXTURE FINISH
OVER CONC BLOCK
25 SH
TILE OR SHINGLE ROOF
8'-0
"
8"1'-4"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
TOP OF BEAM (ENTRY)ELEV. @ 12'-8"
TILE OR SHINGLE ROOF
1'-4"
DECO TEXTURE FINISH
OVER CONC BLOCK
8" 8"
8'-0
"
48" x 16"
1'-4"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
1/4" = 1'-0"
Z:\M
ASTER\2
018 B
UIL
DERS\2
018 D
R H
ORTO
N\S
UBDIV
ISIO
NS\D
EEP C
REEK S
OUTH\1
0796
LOT 1
1 B
LK 7
92 2
197 B
R\R
EVIT
\10796 2
197 B
R.r
vt
A-1 BR
ELEVATION
21
97
MO
DEL
JWC
JSL
03/27/19
LOT:
11
BLO
CK:
79
2
SU
BD
IVIS
ION:
DEEP C
REEK S
OU
TH
AD
DRS
: 2
21
0 B
ONN C
OURT
D.R
.H.
#:
57
97
00
01
6G
CD
JO
B #
10
79
6
1/4" = 1'-0"
FRONT ELEVATION "BR"
1/4" = 1'-0"
REAR ELEVATION "BR"
1/4" = 1'-0"
LEFT ELEVATION "BR"
1/4" = 1'-0"
RIGHT ELEVATION "BR"
-
WH
HB
HB
OR DOORS
21" MIN. TO
FIXTURES, WALLS 1'-9"
8'-0
"36" MAX.
OR DOORS
21" MIN. TO
FIXTURES, WALLS
MIN.
1'-0"
19
" M
IN.
19
" M
IN.
15" MIN.
TO FINISH
FRONT ELEVATION SIDE ELEVATION
WATER CLOSET CLEARANCE DETAIL
8'-0
"
FRONT ELEVATION SIDE ELEVATION
VANITY SINK CLEARANCE DETAIL
4"
2'-5
1/2
"
8'-0
"
VARIES
4"
2'-5
1/2
"VARIE
S
VARIES
8'-0
"
MIRROR
FAUCET
KICK PLATE
FAUCET
MIRROR
1'-4" 10'-10" 1'-4" 6'-2" 5'-10" 1'-4" 9'-0" 1'-4" 2'-2" 16'-0" 1'-4" 1'-4"
8"
55
'-6
"
15'-8" 21'-0" 21'-4"
58'-0"
REF. SPACE
DBL.
SIN
KAH
U
5'-0" TUB/ SHWR
MIR.
MIR
.
58'-0"
8"
2'-2
"1
'-4
"4
'-1
0"
8"
46
'-6
"
56
'-2
"
56
'-2
"
10
'-0
"
16
'-0
1/2
"4
'-2
"5
'-3
"
9'-11" 3'-6" 5'-3" 2'-2"
1'-4
"8
'-2
"6
"1
8'-1
1 1
/2"
2'-1
0"
2'-8
1/2
"1
2'-0
"
7'-4" 11'-4 1/2" 7'-4" 11'-1 1/2" 20'-10"
18
'-8
1/2
"1
7'-9
1/2
"
RUN ELECTRIC IN CONDUIT
FOR KITCHEN ISLAND
PROVIDE 1/4" WATER LINE
@ REF. SPACE FOR ICE
MAKER
RECESS SGD 1-1/2" FOR CONCRETE LANAI.
RECESS 2-1/2" FOR PAVER LANAI OR
WHERE IMPACT WINDOWS ARE REQUIRED.
4" SLAB W/ 2,500 PSI CONC. W/ 6X6 #
10/10 W.W.M. REINFORCING OVER 6
MILL VISQUEEN BARRIER ON
MECHANICALLY COMPACTED FILL @ 95%.
PROVIDE TERMITE TREATMENT WITH
"BORA CARE"
THE FINISH FLOOR SLAB SHALL BE SET
ABOVE BASE FLOOD ELEVATION PER FEMA
FLOOD MAP PLUS 1'-0" FREEBOARD PER
FBCR R322.2.1. SEE SITE PLAN BY OTHERS
ELEV. @ 0'-0"
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
5 1/2" 3'-5" 13'-7 1/2"
43'-3 1/2" 14'-8 1/2"
LOWEST POINT OF GARAGE SHALL BE SET ABOVE
BASE FLOOD ELEVATION PER FEMA FLOOD MAP
6" X 12" RECESS
16'-0" X 8'-0" O.H.G.D.
WASHER
TIL
E S
HW
R
RECES
S 3
-1/2
"
14
'-4
"1
3'-6
1/2
"1
0'-1
1/2
"1
7'-6
"PAVERS BY OTHERS
PAVERS BY OTHERS
3'-4"
SET A/C PAD ABOVE
FLOOD W/ 1'-0"
FREEBOARD PER
FBCR R322.2.1
SET W/H ABOVE FLOOD W/ 1'-0"
FREEBOARD PER FBCR R322.2.1
SLO
PE
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Z:\M
ASTER\2
018 B
UIL
DERS\2
018 D
R H
ORTO
N\S
UBDIV
ISIO
NS\D
EEP C
REEK S
OUTH\1
0796
LOT 1
1 B
LK 7
92 2
197 B
R\R
EVIT
\10796 2
197 B
R.r
vt
A-2 BR
SLAB & PLUMBING PLAN
21
97
MO
DEL
JWC
JSL
03/27/19
LOT:
11
BLO
CK:
79
2
SU
BD
IVIS
ION:
DEEP C
REEK S
OU
TH
AD
DRS
: 2
21
0 B
ONN C
OURT
D.R
.H.
#:
57
97
00
01
6G
CD
JO
B #
10
79
6
1/4" = 1'-0"
SLAB & PLUMBING PLAN "BR"
-
WH
HB
HB
TOILET PAPER ROLL
2'-6"
1'-8"
TOWEL BAR
4'-0"
3'-2"
MIN.
4"
MIN.
4"
BATHROOM NOTES
ALL TUB DECKS @ 21" A.F.F
ALL BLOCKING TO BE PT IN SHOWERS
TOWEL BAR
TP TOILET PAPER
TB
INTERIOR DOOR SCHEDULE
MARK
1
2
3
DOOR WIDTH NOTES
P.K. = POCKET DOOR
B.F. = BI-FOLD DOOR
B.P. = BI-PASS DOOR
L.V. = LOUVERED DOOR
4
5
6
7
8
3'-0"
2'-8"
2'-6"
2'-4"
2'-0"
1'-8"
1'-6"
2'-10"
CABINET BACKINGKITCHEN
MASTER BATH
GUEST BATH
LAUNDRY ROOM
UPPER TOP @ 84" BASE TOP @ 35"
UPPER
UPPER
UPPER TOP @ 84"
BASE TOP @ 35"
BASE TOP @ 31"
BASE
PLAN NOTES
1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR
ALL WINDOWS AND DOORS
2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT
PER FLORIDA BUILDING CODE R 308.4.2.
3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER
PER FLORIDA BUILDING CODE R 308.4.5.
4) NON BEARING INTERIOR FRAME WALLS SHALL BE
FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL
NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)
5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD
GARAGE DOOR HARDWARE
6) KITCHEN KNEE WALL TO BE FRAMED W/ TOP @
34 1/2" A.F.F.
7) INSTALL SMOOTH WALLS IN KITCHEN AND ALL
BATHROOM AREAS
8) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES
@ 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG
RESISTANT PER SEC. 702.3.5
9) THE GARAGE SHALL BE SEPARATED FROM THE
RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM
BOARD APPLIED TO THE GARAGE SIDE. GARAGES
BENEATH HABITABLE ROOMS SHALL BE SEPARATED
WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD
OR EQUIVALENT. WHERE THE SEPARATIION IS A
FLOOR - CEILING ASSEMBLY, THE STRUCTURE
SUPPORTING THE SEPARTION SHALL ALSO BE
PROTECTED BY NOT LESS THAN 1/2" GYPSOM BOARD
OR EQUIVALENT
10) INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN
LIVING AND GARAGE PER FLORIDA BUILDING CODE
R302.1.5.
11) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUST
COMPLY WITH R612.2 MIN 24" SILL HEIGHT OR
PROVIDED WITH AN APPROVED WINDOW FALL
PRVENTION DEVICE
12) ALL CLOSET SHELVES TO BE 12". ALL PANTRY &
LINEN TO BE (4)-16" SHELVES 18" 0.F.F. W/ 15"
INCREMENT.
FACE OF OUTSIDE WALL TO FACE OF STUD WALL FACE OF STUD TO FACE OF STUD
1/2"
3 1/2"
1/2"
FACE OF EXTERIOR WALL
1/2"
3 1/2"
1/2"TYPICAL DIMENSION STRING
DOOR HEADERS6'-8" BI-FOLD
6'-8" SWING
8'-0" SWING
HEADER HEIGHT 82" A.F.F.
82 1/2" A.F.F.
98 1/2" A.F.F.
HEADER HEIGHT
HEADER HEIGHT
15'-8" 21'-0" 16'-3 1/2" 5'-0 1/2"
14
'-5
"3
'-4
"5
'-4
"2
'-9
"2
0'-8
"
1'-4" 10'-10" 1'-4" 4'-10" 1'-4" 5'-10" 1'-4" 9'-0" 1'-4" 20'-10"
56
'-2
"
12
'-3
"2
'-4
"8
"3
'-1
1 1
/2"
12
'-1
0 1
/2"
4'-5
"1
0'-0
"
12'-8" 6'-1" 5'-7" 5'-10" 2'-4" 4'-4" 21'-2"
12
'-1
1/2
"4
'-0
"9
"1
1'-4
"2
'-4
"2
'-8
"1
'-5
"7
'-0
"1
3'-1
0 1
/2"
15'-8" 21'-0" 21'-4"
DINING ROOM
KITCHEN
LIVING ROOM
BEDROOM #2
BEDROOM #3
BATH #2
FLEX ROOM
FOYER
ENTRY
LAUNDRY2 CAR GARAGE
W.I.C.
MASTER BATH
MASTER SUITELANAI
9'-4" FLAT CEILING
W.I.C.
W.I.C.
W.I.C.
58'-0"
5'-6
"3
'-1
1/2
"4
'-0
"3
'-5
1/2
"5
'-9
1/2
"2
'-1
0"
9'-10" 10'-2" 1'-0"
REF. SPACE
2
DBL.
SIN
K
OVERH
EAD C
ABIN
ETS
2x6 KNEE WALL
34 1/2" TALL 2
2
2
6
2
2
AH
U
2
2
2
2
2
6
2
2
2
2
2
2
1
3
A
B
DD
EE
E
D
5'-0" TUB/ SHWR
MIR.
MIR
.
5'-6" 3'-3" 3'-11" 4'-0" 2'-3" 5'-5" 12'-6"
6'-0
"2
'-7
1/2
"
12'-9" 6'-11"
36'-10" 10" 5'-8" 5'-8" 5'-0" 4'-0"
22" X 48"
ATTIC ACCESS
MIN. R-13 OR
BETTER INSULATION
12'-8" FLAT CEILING
SEE NOTE #9
SEE NOTE #10
58'-0"
9'-0
"4
7'-2
"
56
'-2
"
18
'-2
1/2
"2
8'-3
1/2
"5
'-6
"3
'-6
"
5'-0" 10'-0" 6'-4"
34
'-2
"2
1'-4
"8
"
8" 3'-0" 4'-6" 9'-4" 2'-2" 16'-0" 1'-4" 1'-4"
3'-8" 9'-10"
ESCAPE
EGRESS
EG
RES
S
12'-5" 3'-3"
WASHER DRYER
8"
3'-6
" 1'-4
"5
'-6
"
2'-11 1/2" 2'-8" 3'-2 1/2" 0" 3'-10" 6'-1" 5'-6 1/2" 5'-10" 6'-8" 8'-4" 12'-10 1/2"
12" SHELF
12" SHELF
12" SHELF
12" SHELF
12" SHELF
12" SHELF
12" S
HELF
12" S
HELF
12" S
HELF
12" S
HELF
12" S
HELF
12" S
HELF
1'-4
"8
'-2
"6
"
TIL
E S
HW
R
RECES
S 3
-1/2
"
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING9'-4" FLAT
CEILING
9'-4" FLAT CEILING
12'-0" FLAT CEILING
C
A-3 ARA A-3 BRA
SAFTEY G
LAZED
PANTRY
6" WALL
3'-4"
12" S
HELF
LINEN
LINEN
PAVERS BY OTHERS
PAVERS BY OTHERS
2'-11" 4'-0 1/2" 2'-5"
9'-4 1/2"
VERIFY LOCATION
WITH SITE PLAN, AC
UNIT NOT TO
ENCROACH EASEMENT
1'-3 1/2"
1
1
8'-0" TALL DOORS
FINISH FLOORELEV. @ 0"
TOP OF BEAM (MAIN)ELEV. @ 9'-4"
6" 8'-2" 1'-4"
1'-4
"8
'-0
"
2-4080 SL GL DR
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Z:\M
ASTER\2
018 B
UIL
DERS\2
018 D
R H
ORTO
N\S
UBDIV
ISIO
NS\D
EEP C
REEK S
OUTH\1
0796
LOT 1
1 B
LK 7
92 2
197 B
R\R
EVIT
\10796 2
197 B
R.r
vt
A-3 BR
FLOOR
21
97
MO
DEL
JWC
JSL
03/27/19
LOT:
11
BLO
CK:
79
2
SU
BD
IVIS
ION:
DEEP C
REEK S
OU
TH
AD
DRS
: 2
21
0 B
ONN C
OURT
D.R
.H.
#:
57
97
00
01
6G
CD
JO
B #
10
79
6
DOOR SCHEDULEMARK DESCRIPTION MANUFACTURER WIDTH HEIGHT COMMENTS QTY
1 16080 OHGD 16'-0" 8'-0" 1
2 3080 ENTRY 3'-0" 8'-0" 1
3 2-4080 SL. GL.
DR.
8'-0" 8'-0" 1
WINDOW SCHEDULE MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS QTY
A 2-25 SH 5'-1" 6'-2" 1
B 2-26 SH 6'-2" 6'-2" 1
C 48" X 16" FIXED GLASS 1'-4" 4'-0" 1
D 25 SH 5'-1" 2'-11" 3
E 2-35 SH 5'-1" 8'-10" 3
SQUARE FOOTAGE
ENTRY AREA 121 SF
LANAI AREA 210 SF
GARAGE AREA 446 SF
LIVING AREA 2196 SF
TOTAL AREA 2973 SF
OPT IMPACT GLASS MAY BE INSTALLED IN
LIEU OF SHUTTERS VERIFY W/ CONTRACT
1/4" = 1'-0"
FLOOR PLAN "BR"
1/2" = 1'-0"A-3 BR
A LANAI ELEVATION
-
WH
HB
HB
DINING ROOM
KITCHEN
LIVING ROOM
BEDROOM #3
BATH #2
FLEX ROOM
FOYER
ENTRY
LAUNDRY2 CAR GARAGE
W.I.C.MASTER BATH
MASTER SUITE
LANAI
W.I.C.
RID
GE
HIPH
IP
HIPH
IP
HIP
HIP
HIP
HIP
HIP
HIP
RID
GE
RID
GE
RIDGE
VALLEY
VALLEY
VALLEYV
ALLE
Y
12'-8" FLAT CEILING
BEDROOM #2
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT
CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
12'-0" FLAT CEILING
W.I.C.
PANTRY
MODEL 2197 B: ATTIC VENTILATION FBCR R806
SOFFIT ONLY (1/150) WITH ROOF VENTS (1/300)
AREAS (SQ. FT.) ATTIC VENTILATION REQUIRED ATTIC VENTILATION REQUIRED
MARK SOFFIT
3287.1 SQ. FT.
ATTIC AREA/150
6.99% -.-- SQ. FT. -.-%
COORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS
(R.V.)
ROOF VENTS ARE NOT REQUIRED
32" BASE
22
-3/8
" BASE
LOMANCO 770-D
0.97 SQ. FT. FREE AIR
(NO ROOF VENTS)
21.9 SQ.FT.
"SOFFIT ONLY" QUALIFIES
SOFFIT MODEL
ACM QUAD 4, FULL VENT,
NARROW PATTERN,
8.15% FREE AIR FLOW
ATTIC
313.3 SQ. FT.
MIN AIR FLOW OF SOFFIT
ROOF VENT MODEL
1st STORY
REQ'D AIR FLOW
OF SOFFIT
QUAD 4 SOFFIT
HAS
8.15%
ATTIC AREA/300QUANTITY OF
ROOF VENTS
-
BEARING HEIGHT
= BEARING @ 9'-4"
= BEARING @ 12'-8"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Z:\M
ASTER\2
018 B
UIL
DERS\2
018 D
R H
ORTO
N\S
UBDIV
ISIO
NS\D
EEP C
REEK S
OUTH\1
0796
LOT 1
1 B
LK 7
92 2
197 B
R\R
EVIT
\10796 2
197 B
R.r
vt
A-4 BR
ROOF
21
97
MO
DEL
JWC
JSL
03/27/19
LOT:
11
BLO
CK:
79
2
SU
BD
IVIS
ION:
DEEP C
REEK S
OU
TH
AD
DRS
: 2
21
0 B
ONN C
OURT
D.R
.H.
#:
57
97
00
01
6G
CD
JO
B #
10
79
6
1/4" = 1'-0"
ROOF PLAN "BR"
-
WH
HB
HB
33
3
33
TV
TV
TV
TV
T3
T
P
P
P
3 3
3
3
TV
J
ELECTRICAL NOTES:
ALL OUTLETS IN WET AREAS AND ALL
ALL ELECTRICAL EQUIPMENT TO BE SET AT
ARC-FAULT CIRCUIT-INTERRUPTERS AND TAMPER
RESISTANT RECEPTACLES SHALL BE INSTALLED
INSTALL PHONE AND T.V PER CONTRACT.
IN DWELLING UNITS PER N.E.C 210.12 AND 406.11
OR ABOVE BASE FLOOD ELEVATION.
EXTERIOR OUTLETS TO BE GFI'S.
NOTE: NOT ALL SYMBOLS ARE USED FOR THIS
PROJECT.
SURFACE MOUNTED CEILING LIGHT
TELEVISION RECEPTION OUTLET
AC/DC SMOKE DETECTOR
TO BE INTERCONNECTED
WALL MTD. BRACKET LIGHT
DIMMER SWITCH
3 WAY SWITCH
SINGLE POLE SWITCH
TELEPHONE OUTLET
MOTION SENSOR SWITCH
A/C DISCONNECT
DUPLEX FLOOD LIGHT
TRACK MTD. LIGHTS
EXHAUST FAN
PUSH BUTTON (PB) / DOOR BELL (DB)
RECESSED LIGHT
1/2 SWITCHED DUPLEX OUTLET
DUPLEX RECEPTACLE OUTLET
4-PLEX RECEPTACLE OUTLET
220 V RECEPTACLE OUTLET
SINGLE RECEPTACLE OUTLET
DUPLEX RECEPTACLE AT ELEV. A.F.F.
ELECTRICAL PANEL
ELECTRICAL METER
120 V JUNCTION BOX
DUPLEX RECEPTACLE - ABOVE COUNTER
3
D
SD
TV
ELECTRICAL LEGEND
2' UNDER COUNTER LIGHT
4' FLUORESCENT LIGHT
INTERCOMIC
KP
KEYPAD
ANY RESIDENT HAVING A FOSSIL-BURNING
HEATER OR APPLIANCE, A FIREPLACE, OR
AN ATTACHED GARAGE SHALL HAVE AN
OPERATIONAL CARBON MONOXIDE ALARM
INSTALLED WITHIN 10 FEET OF EACH
ROOM USED FOR SLEEPING PERPOSES.
PER RULE 9B-3.04.72
SD (SMOKE DETECTOR)
SCD (CARBON MONOXIDE/ SMOKE
DETECTOR)
AFF
MS
INSTALL ALL ELECTRICAL PER NEC 2014
SCD
T
LIGHTING SCHEDULE
200 AMP SERVICE
TAG
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
QUANTITY PRODUCT
(17)
(1)
(3)
(14)
(3)
(X)
(X)
(2)
(X)
(1)
(X)
(X)
(X)
(X)
(X)
(X)
(X)
(RECESSED CANS)
(VAPORS)
(PENDANT LIGHT
(10" MUSHROOMS)
(24" 3 LT)
(36" 4 LT)
(NOT USED)
(COACH LIGHTS)
(COACH LIGHTS)
(J BOX)
(4' FLUORESCENT)
(2' FLUORESCENT)
(5LT CHANDELIER)
(3 LT)
(PENDANT/ NOOK)
(X)
(X)
200 AMP ELECTRICAL RISER DIAGRAM
200 AMP
PANELM
(2) 4/0 AL & (1) 1/0 AL
OR CU EQUIVALENT
#6 CU MIN. TO (2) GROUND RODS,
AT LEAST 6FT APART.
POWER CO.
A/C DISCONNECT
A/C DISCONNECT
EXH. FAN
EXH. FAN
EXH. FANGFI
GFI
GFI
GFI
GFI
GFI
GFI GFI
ELECTRIC METER
200 AMP PANEL
D
D
D
D
D
D
D
GFI
WP
GFI
@ 42" A.F.F.
GFI
@ 42" A.F.F.
GFI
GFI
GFI
WP
GFI
WP
KEYLESS
SDSD
SD
SD
SD
SD
SD
PRE-WIRE FOR
FAN (TYP)
PRE-WIRE FOR
FAN (TYP)
PRE-WIRE FOR
FAN (TYP)
PRE-WIRE FOR
FAN (TYP)
PRE-WIRE FOR
FAN (TYP)
ATTIC
LIGHTGFI
STUB OUT FOR
GARAGE DOOR
OPENER
DB
D
D
A
HH
A
OPT.
A
OPT.
A
OPT.A
OPT.
C
C
C
B
VP
A
A
A
A
A
A
D
A
A
D
D
D
D
D
PRE-WIRE FOR
FAN (TYP)
A
A
A
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Z:\M
ASTER\2
018 B
UIL
DERS\2
018 D
R H
ORTO
N\S
UBDIV
ISIO
NS\D
EEP C
REEK S
OUTH\1
0796
LOT 1
1 B
LK 7
92 2
197 B
R\R
EVIT
\10796 2
197 B
R.r
vt
A-5 BR
ELECTRICAL
21
97
MO
DEL
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JSL
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LOT:
11
BLO
CK:
79
2
SU
BD
IVIS
ION:
DEEP C
REEK S
OU
TH
AD
DRS
: 2
21
0 B
ONN C
OURT
D.R
.H.
#:
57
97
00
01
6G
CD
JO
B #
10
79
6
1/4" = 1'-0"
ELECTRICAL PLAN "BR"
-
RESIDENTIAL SPECIFICATIONS
1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT
THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL
REPORT ALL DISCREPENCIES BETWEEN THE DRAWINGS AND EXISTING
CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.
2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK
ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,
HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO
ATTACH AND ACCOMMODATE OTHER WORK.
3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED
TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR
SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT
DETAIL IS SHOWN.
4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE
FOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000
PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO
THE DESIGNER PRIOR TO COMMENCING WORK.
5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUCTION WITH JOB
SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL,
PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR
SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON
STRUCTURAL DRAWINGS.
6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE
ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS
SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY
AND EQUIVALENT STRENGTH PRODUCT.
ALL BOLTS, NUTS, WASHERS, STRAPS AND FASTENERS INCLUDING
NAILS, SHALL BE HOT MOPED DIPPED GALVANIZED OR STAINLESS STEEL
CONTINUOUS ANCHORAGE SHALL BE PROVIDED BETWEEN ALL TRUSSES,
WALL SECTIONS, BEAMS, POSTS AND FOOTINGS WITH USE OF STRAPS
AND CONNECTORS AS SPECIFIED HEREIN.
7. TREATED WOOD REQUIREMENTS:-
ALL TREATED WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,
OR NATURALLY RESISTANT TO DECAY.
ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR
PRESSURE TREATED.
8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER
THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILTY
TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF
THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE
NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS.
9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.
SHALL BE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
10. LANAI CEILINGS & COVERED ENTRY CEILINGS
1X4 STRIPPING @ 16" O.C. FASTENED WITH 2-8d NAILS TO EACH TRUSS. 5/8"
EXTERIOR GYP. BOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALL
SCREWS @ 6" O.C. EDGE AND FIELD.
GENERAL NOTES
1
ROOF SHEATHING
SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.
INSTALL PANELS WITH LONG DIMENSION PLACED PERPENDICULAR TO TRUSSES.
A 1/8" SPACE BETWEEN ADJACENT SHEETS SHALL BE MAINTAINED . INSTALL "H"
CLIPS AT UNSUPPORTED PANEL EDGES. THE ROOF SHEATHING SHALL BE NAILED WITH
8d RING SHANK NAILS @ 4" O.C. EDGE AND 6" O.C. FIELD. ENSURE THAT ALL NAILS
PENETRATE THE TOP CHORD OF THE TRUSSES WITHOUT SPLITTING. RING SHANK NAILS
PER R803.2.3.1 - 0.113" NOMINAL SHANK DIAMETER, RING DIAMETER OF 0.012"
OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL
ROUND HEAD, 2" NAIL LENGTH.
FLASHING
FLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL 0.0179" THICK,
26 GAUGE AZ50 ALUM ZINC, OR GALVANIZED STEEL 0.0179" THICK, 26 GAUGE
ZINC COATED G90. FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP
SYSTEM ROOF SHEATHING MANUFACTURES PUBLISHED REQUIREMENTS. ALL
FLASHING AND INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).
DRIP EDGE
DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLES ROOFS,
LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM
OF 1/2" BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINMUM
OF 2". DRIP EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL
BE A MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
GENERAL ROOF ASSEMBLY
2
INSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE
LAYER APPLICATION UNDER TILE ROOF.
THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLY
WITH THE PROVISIONS OF R905.3 F.B.C.
MARKING: EACH ROOF TILE SHALL HAVE A PERMANENT
MANUFACTURER'S IDENTIFICATION MARK.
APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTEN
APPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALL
INCLUDED BUT NOT BE LIMITED TO THE FOLLLOWING:
1. TILE PLACEMENT AND SPACING,
2. ATTACHMENT SYSTEM NECESSARY TO COMPLY
WITH CURRENT WIND CODE,
A. AMOUNT AND PLACEMENT OF MORTART
B. AMOUNT AND PLACEMENT OF ADHESIVE
C. TYPE, NUMBER, SIZE AND LENGTH OF FASTENERS AND CLIPS.
3. UNDERLAYMENT
4. SLOPE REQUIREMENT.
CLAY AND CONCRETE ROOF TILE SPECS
4
SHINGLES
15# FELT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL
ASPHALT SHINGLES SHALL HAVE SELD-SEALING STRIPS OR BE
INTERLOCKING AND COMPLY WITH ASTM D 225 OR D 3462, AND
SHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6
FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS
PER SHNGLE TAB, AND SHALL IN NO CASSE BE FASTENED WITH
LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURE.
INSTALLATION SHALL COMPLY WITH MANUFACTURES REQUIREMENTS
FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS
DETERMINED BY ASTM D 3161.
FASTENERS
FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F
1667, AND SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS
STEEL OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE
(0.105") WITH A MINIMUM 3/8" DIAMETER HEAD SHANK AND SHALL
BE A LENGTH TO PENTRATE THE SHEATHING
THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED
THE REQUIREMENTS OF ASTM A 641, CLASS 1, OR EQUAL, AND
SHALL BE CORROSION RESTITANT BY ELECTRO GALVANIZATION,
MECHANICAL GALVANIZATION, HOT DIPPED GALVANIZATION OR
SHALL BE MADE OF STAINLESS STEEL, NON-FERROUS METAL
ASPHALT SHINGLE ROOF SPEC'S
3
A.P.A. RATED STURDI-FLOOR, EXPOSURE 1, TONGUE & GROOVE EDGES
SPAN RATING 48/24 OR BETTER, GLUED AND NAILED
FLOOR SHEATHNG AT 2ND FLOOR
5
R310.2.1 MINMUM OPENING AREA- ALL EMERGENCY ESCAPE AND RESCUE
OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF
5.7 SQUARE FEET (0.530 m2).
EXCEPTION- GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET
CLEAR OPENING OF 5 SQUARE FEET (0.465 m2).
R310.2.1 MINMUM OPENING HEIGHT- THE MINIMUM NET CLEAR OPENING
HEIGHT SHALL BE 24 INCHES (610mm).
R310.2.1 MINMUM OPENING WIDTH- THE MINIMUM NET CLEAR OPENING
WIDTH SHALL BE 20 INCHES (508mm).
R310.1.1 OPERATIONAL CONSTRAINTS- EMERGENCY ESCAPE AND RESCUE
OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM
WITHOUT THE USE OF KEYS OR TOOLS.
R310.2.3 WINDOW WELLS- THE MINIMUM HORIZONTAL AREA OF THE WINDOW
WELL SHALL BE 9 SQUARE FEET (0.84 m2), WITH A MINIMUM HORIZONTAL
PROJECTION AND WIDTH OF 36 INCHES (914mm). THE AREA OF THE WINDOW
WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE
FULLY OPENED.
MINIMUM EGRESS WINDOW DETAIL
1'-8" MIN.
2'-0
" M
IN.
3'-8
" M
AX.
FINISH FLOOR
5.7 SQ. FT.
CLEAR OPENING
R703.4 - WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED BY THE WINDOW
OR DOOR MANUFACTURER OR BY THE FLASHING MANUFACTURER, "PAN FLASHING" SHALL BE
INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL
BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE
EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE.
OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OF PROTECTION AT THE
HEAD AND SIDES.
"PAN FLASHING" IS A GENERIC TERM THAT USED TO REFER TO "METAL PAN FLASHING".
HOWEVER MANY MODERN MATERIALS HAVE BEEN DEVELOPED FOR THE SAME FUNCTION
SUCH AS:
- FLEXIBLE PEEL AND STICK FLASHING MEMBRANE
-FLUID APPLIED FLASHING
FOR SUCH PRODUCTS FOLLOW THE MANUFACTURER'S INSTALLATION REQUIREMENTS
FOR IN-DEPTH FLASHING INSTRUCTIONS, REFER TO THE FOLLOWING PUBLICATIONS:
FMA/AAMA 100
FMA/AAMA 200
FMA/WDMA 250
FMA/AAMA/WDMA 300
INSTALL "PAN" FLASHING AT THE WINDOW SILL
OPENING FOR WINDOW OR DOOR
WHERE "PAN" FLASHING IS
USED AT THE SILL, ALSO
INCORPORATE FLASHING
OR PROTECTION AT THE
HEAD AND SIDES
THE FLASHING INSTRUCTIONS FROM THE WINDOW/ DOOR MFR., OR THE FLASHING MFR.,
SHALL SUPERCEDE THIS DETAIL
PAN FLASHING PER R703.4
SCALE: N.T.S.
WALL SHEATHING
WITH HOUSE WRAP
OR ZIP SYSTEM
WALL SHEATHING
PAPER BACK
METAL LATH
MID WALL
WEEP SCREED
OVER FELT STRIP
MASONRY NAIL
6" WIDE FELT
MASONRY WALL
WOOD FRAMING EITHER
FLOOR TRUSS OR GABLE
END TRUSS
FELT AND
WEEP SCREED
WO
OD F
RAM
EM
ASO
NRY W
ALL
CORNER OF
BUILDING
CORNER BEAD
MITER OUT CORNER
BEAD AT MID WALL
WEEP SCREED
CAULK CENTER JOINT
IN MID WALL WEEP
SCREED 2" IN EA.
DIRECTION AT CORNER
CORNER OF
BUILDING
FULLY EMBED BACK FACE
OF WEEP SCREED IN
CAULK. LET OOZE OUT AT
CORNER AND SCREED 2"
MIN. WIDTH
WIRE LATH
WITH FELT
OVER FRAME
WALL
EXPANSION JOINT
EXPANSION JOINT OVER
WIRE LATH
DECO. TEXTURE FINISH
OVER WIRE LATH
WO
OD F
RAM
EM
ASO
NRY W
ALL
MASONRY WALLMASONRY WALL
DECO. TEXTURE FINISH
OVER WIRE LATH
EXPANSION JOINT
MASONRY WALL
EXPANSION JOINT
AMICO M-TYPE
CONTROL JOINT
AMCJM-780 OR
APPROVED EQUAL
OVER LATH (CUT
LATH BEHIND
CONTROL JOINT 1/4"
MIN. GAP) LOCATE
OVER STUD ONLY
AND PER NOTE 1
*
*NOTE 1:(AT WOOD
FRAME ONLY)
MAX OF 144 SQ. FT.
BETWEEN CONTROL
JOINTS. NOT GREATER
THAN 18'-0" O.C. MAX
AREA RATIO OF
CONTROL JOINTS-2-2/1 TO 1
WIRE THE CONTROL
JOINT TO LATH WITH
18 GA. GALVANIZED
WIRE AT 7' O.C. MAX.
WIRE LATH
OVER FELT
FELT PAPER
FRAME WALL
FELT STRIP
WIRE LATH OVER
MID WALL
WEEP SCREED
OVER FELT STRIPMID WALL
WEEP SCREED
OVER FELT STRIP
MITER OVER SCREED
FELT STRIP
OVER BLOCK WALL
BUILDING
MASONRY WALL
MID WALL WEEP SCREED DETAIL
WEEP SCREED DETAILINSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE
WOOD STUD FRAMING IS ABOVE MASONRY WALLS.
GABLE WALL ROOF
EXTERIOR
ATTICATTICEXTERIOR
HOUSE WRAP
EXTERIOR PLYWOOD W/
RADIANT BARRIER ON
ATTIC SIDE
EXTERIOR STUD
WALL OR TRUSS
RADIANT BARRIER
GLUED TO PLYWOOD
TOP CHORD
RADIANT BARRIER: SCALE: N.T.S.NOTE: EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVE
RADIANT BARRIER AND HOUSE WRAP.
8"X8"X16" CONC. BLOCK
CONCRETE FOOTING SEE
FOUNDATION PLAN FOR
SIZE AND REINFORCING.
PRECAST CONCRETE SILL 1/2" DRYWALL W/ TEXTURED WALLS
WOOD BASE
1X2 P.T. FURRING STRIPS @ 24" O.C.
W/ INSULATION (MIN. R4.1)
4" CONC. SLAB ON 6 MIL.
VISQUEEN VAPOR BARRIER ON
MECHANICALLY COMPACTED FILL
@ 95%.
DECO. CEMENT FINISH
PER ASTM C-926
SILL SET IN MORTAR
R=30 FIBERGLASS
BATT INSULATION
1X4 P.T. STRIP
VENTED SOFFIT
SHALL MEET R703.1.2.1
SEE TABLE 3 ON S-3
DRYWALL CEILING
PER NOTE 9 IN
TABLE 1 ON A-6
GRADE
PROVIDE TERMITE TREATMENT
WITH "BORA CARE".
SLOPE TO EXTERIOR
ROOF SHEATHING PER SCHEDULE 2/S-3.
AND PER NOTES IN TABLE 2 ON A-6
TILE ROOF PER NOTE 4 ON A-6.
OR SHINGLE ROOF PER NOTE 3 ON A-6
EMBEDDED STRAP AT EACH
TRUSS PER ROOF FRAMING PLAN.
FLASHING AND
DRIP EDGE PER NOTES
IN TABLE 2 ON A-6
WINDOW, SEE SCHEDULE AND PLAN.
PRECAST LINTEL
SEE FRAMING PLAN
WINDOW BUCKS SEE TABLE 2 ON A-6
1X4 P.T. BUCK W. BED OF
CONTINUOUS CAULK UNDER
PROVIDE VENTILATION
PER R806.1
8"X8" CONTINUOUS
BOND BEAM W/
1 #5, GROUT SOLID
WOOD TRUSSES @ 24" O.C. (TYPICAL)
DESIGNED BY DELEGATED TRUSS ENGINEER.
2X6 MIN. SUB FASCIA
4"
MIN
.
12"
MIN
.D
W
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Z:\M
ASTER\2
018 B
UIL
DERS\2
018 D
R H
ORTO
N\S
UBDIV
ISIO
NS\D
EEP C
REEK S
OUTH\1
0796
LOT 1
1 B
LK 7
92 2
197 B
R\R
EVIT
\10796 2
197 B
R.r
vt
A-6
SECTIONS
21
97
MO
DEL
JWC
JSL
03/27/19
LOT:
11
BLO
CK:
79
2
SU
BD
IVIS
ION:
DEEP C
REEK S
OU
TH
AD
DRS
: 2
21
0 B
ONN C
OURT
D.R
.H.
#:
57
97
00
01
6G
CD
JO
B #
10
79
6
-
WH
HB
HB
1'-8
"
FIN. GRADE
#5 DOWEL WITH
7" HOOK, EMBED
5" MIN.
2 #5 CONT. W/
3" CLEAR COVER.
1'-0"
1'-0"
MIN
.
2'-1
"
1'-8
"
FIN. GRADE
#5 DOWEL WITH
7" HOOK, EMBED
5" MIN. BELOW
GARAGE FLOOR
2 #5 CONT. W/
3" CLEAR COVER.1'-0"
1'-0"
MIN
.
7 5/8"
.
VARIES WITH
SLOPE OF FLOOR
CURB IS OPTIONAL & NOT INCLUDED
IN FOOTING DIMENSIONS
2'-1
"
(2) #5 RODS CONT. W/
3" CLEAR COVER
1'-0
"
1'-4"
3" CLEAR COVER2 #5
8"
1'-4"
3" CLEAR COVER(1)- #5
8"
8"
8"X8" CONC. RIBBON
W/ 1 #5 ROD CONT.
1" 3"
8"
8"
PAVERSSAND
TYPE LENGTH WIDTH DEPTH
2'-6" 2'-6"
3'-0"3'-0"
3'-6"3'-6"
4'-0"4'-0"
5'-0"5'-0"
A
B
C
D
E
1'-0"
1'-0"
1'-0"
1'-2"
1'-2"
3-#5 3-#5
4-#5 4-#5
4-#5 4-#5
5-#5 5-#5
6-#5 6-#5
-
-
-
-
-
REMARKSLONG WAY SHORT WAY
BOTTOM REINF.
PAD FOOTING SCHEDULE
US
ED
TYPE LENGTH WIDTH DEPTH
CONT. 1'-4"
1'-8"
1'-0"
1'-4"
1'-4"
F1
F2
F3
F4
F5
1'-8"
1'-0"
1'-0"
2-#5
SHAPE
WALL FOOTING SCHEDULE
US
ED BOTTOM
REINFORCING
F6
F6A
TE
CONT.
CONT.
CONT.
CONT.
CONT.
CONT.
CONT.
1'-4"
0'-8"
0'-8" 0'-8"
0'-8"
1'-8"
0'-10"
0'-8"
2-#5
2-#5
2-#5
2-#5
2-#5
1-#5
1-#5
ADD CURB TO
GARAGE, SEE
DETAIL
FOUNDATION PLAN
PLAN NOTES:
1. TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0"
2. "F#" DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET.
3. PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING
TO BOND BEAM.
4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY
EXTEND BEYOND FACE OF WALL.
5. FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/
DOOR SUPPLIER.
6. PROVIDE PRESSURE TREATED BUCKS AT WINDOWS/ DOORS PER DETAIL 7/S-3.
SCALE: 1/4" = 1'-0"
1'-4" 10'-10" 1'-4" 6'-2" 5'-10" 1'-4" 9'-0" 1'-4" 2'-2" 16'-0" 1'-4" 1'-4"
8"
55
'-6
"
15'-8" 21'-0" 21'-4"
58'-0"
REF. SPACE
DBL.
SIN
KAH
U
5'-0" TUB/ SHWR
MIR.
MIR
.
58'-0"
8"
2'-2
"1
'-4
"4
'-1
0"
8"
46
'-6
"
56
'-2
"
56
'-2
"
10
'-0
"
16
'-0
1/2
"4
'-2
"5
'-3
"
9'-11" 3'-6" 5'-3" 2'-2"
1'-4
"8
'-2
"6
"7
'-6
"1
1'-5
1/2
"2
'-1
0"
2'-8
1/2
"1
2'-0
"
7'-4" 11'-4 1/2" 7'-4" 11'-1 1/2" 20'-10"
18
'-8
1/2
"1
7'-9
1/2
"
RUN ELECTRIC IN CONDUIT
FOR KITCHEN ISLAND
PROVIDE 1/4" WATER LINE
@ REF. SPACE FOR ICE
MAKER
RECESS SGD 1-1/2" FOR CONCRETE LANAI.
RECESS 2-1/2" FOR PAVER LANAI OR
WHERE IMPACT WINDOWS ARE REQUIRED.
4" SLAB W/ 2,500 PSI CONC. W/ 6X6 #
10/10 W.W.M. REINFORCING OVER 6
MILL VISQUEEN BARRIER ON
MECHANICALLY COMPACTED FILL @ 95%.
PROVIDE TERMITE TREATMENT WITH
"BORA CARE"
THE FINISH FLOOR SLAB SHALL BE SET
ABOVE BASE FLOOD ELEVATION PER FEMA
FLOOD MAP PLUS 1'-0" FREEBOARD PER
FBCR R322.2.1. SEE SITE PLAN BY OTHERS
ELEV. @ 0'-0"
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
5 1/2" 3'-5" 13'-7 1/2"
43'-3 1/2" 14'-8 1/2"
LOWEST POINT OF GARAGE SHALL BE SET ABOVE
BASE FLOOD ELEVATION PER FEMA FLOOD MAP
6" X 12" RECESS
16'-0" X 8'-0" O.H.G.D.
WASHER
F3
F3
F3
F3
F3 F3
F3
F3 W
/ C
URB
F6A
F6A
F6A
F6A
F3F3
F3
F3
F3
P P
P
P
PAVERS BY OTHERS
PAVERS BY OTHERS
SET A/C PAD ABOVE
FLOOD W/ 1'-0"
FREEBOARD PER
FBCR R322.2.1
#5 BAR IN GROUTED CELL, LAP
25" WITH #5 DOWEL OUT OF
SLAB WITH 7" HOOK INTO TOP
OF BOND BEAM 4'-0" O.C. MAX.
8F8-1B SET AT GARAGE DOOR HEAD
HEIGHT, ADD COURSING AS, REQUIRED
TO 8X8 BOND BEAM W/ 1#5, TOP @
9'-4" GROUT SOLID
NOTE: INSTALL 1-3/8" THICK
SOLID WOOD DOOR BETWEEN
LIVING & GARAGE PER R302.5.1
AA
AA
TIL
E S
HW
R
REC
ES
S 3
-1/2
"
8'-9
1/2
"
A
A
A
EXTEND SLAB
UNDER FALSE
COLUMNS
PROVIDE SAWCUTS IN
SLAB PER 5/S-3
F3
F3F3
F3
A
A
A
SLO
PE
SET W/H ABOVE FLOOD W/ 1'-0"
FREEBOARD PER FBCR R322.2.1
A
7'-0"7'-0"
A
14
'-4
"1
3'-6
1/2
"1
0'-1
1/2
"1
7'-6
"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Z:\M
ASTER\2
018 B
UIL
DERS\2
018 D
R H
ORTO
N\S
UBDIV
ISIO
NS\D
EEP C
REEK S
OUTH\1
0796
LOT 1
1 B
LK 7
92 2
197 B
R\R
EVIT
\10796 2
197 B
R.r
vt
S-1 BR
FOUNDATION PLAN
21
97
MO
DEL
JWC
JSL
03/27/19
LOT:
11
BLO
CK:
79
2
SU
BD
IVIS
ION:
DEEP C
REEK S
OU
TH
AD
DRS
: 2
21
0 B
ONN C
OURT
D.R
.H.
#:
57
97
00
01
6G
CD
JO
B #
10
79
6
1/2" = 1'-0"
"F3" FOOTING
1/2" = 1'-0"
"F3" WITH CURB
1/2" = 1'-0"
"F5" FOOTING
1/2" = 1'-0"
"F6" STEP DOWN
1/2" = 1'-0"
"F6A" STEP DOWN
1/2" = 1'-0"
"P" PAVERS DETAIL
1/4" = 1'-0"
FOUNDATION PLAN "BR"
-
WH
HB
HB
A1
A2
A3
A4
A5
A6
A7
A8
A9
A10
A11
A12
A13
A14
A15
A16
A17
A18
A19
A20
A21
A22
A23
J6 J6
J6
J6
J4 J4
J4
J4
J2
J2
J2
J2
CJ1
2CJ1
2
CJ1
2
J6
J6
J4
J4
J2
J2
B1
B2
B3
J3
J4
J2
J2
J4
J4
J2
J2
CJ9
CJ9
C1
C2
J4
J4
J2
J2
J4
J2
J2
J4A
CJ9
CJ9
MG
1
M1 M
2
V2
V3
V4
V5
V2
EJ8
EJ8
EJ6
EJ6
TRUSS STRAPPING TO MASONRY
MAX TRUSS UPLIFT
@ 24" OC (LBS)CONNECTOR FASTENER
1615
1870
2430 (1 PLY)
2800 (2 PLY)
3170 (2 PLY)
5005
(1) HTA16-18
(1) HTA20
(2)HTA16- 18
(2)HTA16 -18
(2) HTA20
HTT45
10-10dx1/2", EMBED 4"
10-10dx1/2", EMBED 4"
10-10dx1/2", EMBED 4"
10-10dx1/2", EMBED 4"
10-10dx 1/2", EMBED 4"
5/8"ø ATR, EPOXY 12"
INSTALL HTA
16-18 AT ALL
TRUSSES TO
1615 lb UPLIFT.
FOR HIGHER
UPLIFTS, SEE
NOTES ON PLAN.
NOTES:
1. PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING
POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED
TRUSS DESIGN PACKAGE AND SUITABLE FOR THE GEOMETRY. EMBED STRAP
ON -C/L OF WALL.
2. CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS
SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED
INSTUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE
ENGINEER OF RECORD.
3. WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL
RETROFIT STRAP PER 2/S-4.
4. ' ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR.
INSTRUCTIONS. REV2
TRUSS STRAPPING TO STUDWALL/ WOOD BEAM
MAX TRUSS UPLIFT
@ 24" OC (LBS)CONNECTOR FASTENER
1005
2010
3015
1285
2570
3855
5140
(1)MTW16
(2) MTW16
(3) MTW16
(1) HTW20
(2) HTW20
(3) HTW20
(4) HTW20
12-10dX1~1/2"
12-10dX1~1/2"
12-10dX1~1/2"
24-10dX1~1/2"
24-10dX1~1/2"
24-10dX1~1/2"
24-10dX1~1/2"
INSTALL AT ALL
TRUSSES TO
1005 lb UPLIFT.
FOR HIGHER
UPLIFTS, SEE
NOTES ON
PLAN.
NOTES:
1. PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING
POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED
TRUSS DESIGN PACKAGE.
2. CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS
SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED
INSTUCTIONS. REV2
ROOF SHEATHING
8d RING SHANK @
6" O.C.
16d NAILS
@ 8" O.C.
2" X () BLOCKING W/
BEVEL CUT TOP
ROOF TRUSS
BEVELLED BLOCKING DETAIL
PLAN NOTES:
1. ROOF TRUSS BEARING ELEVATION VARIES, SEE
LEGEND.
2. ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED
BYA DELEGATED TRUSS ENGINEER PER DESIGN
CRITERIA ON SHEET S-3.
3. PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS
SHEET.
4. FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-3.
5. 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE
DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET.
6. AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND
BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 11/S-3.
WALL ABOVE WITH BOND
BEAM AT TOP
#5 VERTICAL, ABOVE
LINTEL ONLY WHERE
NOTED ON PLAN
'1B' DENOTES 1#5 BOTTOM
WITH 7" HOOK EACH END OR
EXTEND 24" BEYOND OPENING.
'0B' DENOTES "NO REBAR"
8" PRECAST LINTEL
GR
OU
T S
OLID
1'-4"
GR
OU
TE
D
1#5 TOP
1#5 BOTTOM
8F8-1B
8F8-0B
8F16-1B/1T
PRECAST LINTEL SCHEDULE
AT SWING DOORS, USE 2" RECESS STYLE
LINTEL IF NEEDED FOR ROUGH OPENING.
LINTELS BEAR 4" MIN. EACH END
DINING ROOM
KITCHEN
LIVING ROOM
BEDROOM #3
BATH #2
FLEX ROOM
FOYER
ENTRY
LAUNDRY 2 CAR GARAGE
W.I.C.
MASTER BATH
MASTER SUITE
LANAI
W.I.C.
RID
GE
HIPH
IP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
RID
GE RID
GE
RIDGE
VALLEY
VALLEY
VALLEYV
ALLE
Y
8F8-0B
8F8-0B
8F8-0B8F8-0B8F8-0B
8F8
-0B
ATTIC ACCESS
8F8
-0B
8F16-1B/1T
8F8-1B8F8-1B
8F8-1B
8F8
-1B
8F8-0B
12'-8" FLAT CEILING
THE GARAGE SHALL BE SEPARATED FROM THE
RESIDENCE & ATTIC BY NOT LESS THAN 1/2" GYPSUM
BOARD APPLIED TO THE GARAGE SIDE. GARAGES
BENEATH HABITABLE ROOM SHALL BE SEPARATED WITH
NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-
CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE
SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS
THAN 1/2" GYPSUM BOARD OR EQUIVALENT
CORNER BARS IN
BOND BEAM PER
DETAIL 8/S-3
8F8-1B SET AT GARAGE DOOR HEAD
HEIGHT, ADD COURSING AS REQUIRED TO
8X8 BOND BEAM W/ 1 #5 TOP @ 9'-4"
GROUT SOLID
(+33.5 -36.3) WIND
PRESSURES PER ASCE7-10
160 MPH, EXPOSURE C AND
CONVERTED TO ALLOWABLE
STRESS DESIGN PRESSURES
USING 0.6W LOAD FACTOR.
(Vasd=124 MPH, RISK CAT II,
ENCLOSED, kd=0.85, H-15')
WHERE ROOF SHEATHING
CONTACTS ONLY THE EDGE
OF THE ROOF TRUSSES,
INSTALL BEVELLED BLOCKING
PER DETAIL THIS SHEET (DR
HORTON REQUIREMENT)
8X8 CONTINUOUS
MASONRY BOND BEAM
AT TOP OF WALL W/ 1#
5 BAR. PROVIDE
CORNER BARS PER
8/S-3
(+33.5 -36.3)
(+33.5 -36.3) (+33.5 -36.3) (+28.2 -31.5)
(+33.5 -44.8) (+33.5 -36.3)(+33.5 -36.3)
(+33.5 -36.3)(+33.5 -36.3)
(+3
3.5
-3
6.3
)
(+3
3.5
-3
6.3
)
(+3
3.5
-3
6.3
)
BEDROOM #2
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT
CEILING
9'-4" FLAT CEILING
12'-0" FLAT CEILING
W.I.C.
PANTRY
9'-4" FLAT CEILING
8F8
-0B
#5 VERTICAL @ DOT LOCATION (48"
O.C. MAX) IN GROUTED CELL W/ 7"
HOOK INTO BOND BEAM
2-HTA16-18
@ B1
SIMPSON HGUM5.25X11-SDS @
GIRDER B1. MUST BE
SIMPSON,NOT USP. GROUT CELLS
SOLID @ HANGER
HTA16-18 TYPICAL AT
ALL TRUSSES EXCEPT
AS NOTED AT GIRDERS
2-HTA16-18
@ A23
HTA16-18 TYPICAL
AT EACH TRUSS
2-HTA16-18
@ A23
2-HTA16-18
@ A1
8F8-1B8F8-1B
BEARING HEIGHT
= BEARING @ 9'-4"
= BEARING @ 12'-8"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Z:\M
ASTER\2
018 B
UIL
DERS\2
018 D
R H
ORTO
N\S
UBDIV
ISIO
NS\D
EEP C
REEK S
OUTH\1
0796
LOT 1
1 B
LK 7
92 2
197 B
R\R
EVIT
\10796 2
197 B
R.r
vt
S-2 BR
ROOF FRAMING PLAN
21
97
MO
DEL
JWC
JSL
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LOT:
11
BLO
CK:
79
2
SU
BD
IVIS
ION:
DEEP C
REEK S
OU
TH
AD
DRS
: 2
21
0 B
ONN C
OURT
D.R
.H.
#:
57
97
00
01
6G
CD
JO
B #
10
79
6
1/4" = 1'-0"
ROOF FRAMING PLAN "BR"
KNEEWALL UP TO
TRUSS BEARING
TRUSS BEARING CONDITIONS AND STRAPPING
IS BASED ON TRUSS LAYOUT PREPARED BY
SCOSTA JOB# 44134B DATED: 08/13/18
REVISED: 10/28/18
-
”
”
” ”
”
”
AutoCAD SHX Text2
AutoCAD SHX Text6
AutoCAD SHX Text10
AutoCAD SHX TextDESIGN CRITERIA: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL 1. FLOOR & ROOF UNIFORM LOADS: ELEVATED FLOORS: LIVE LOAD 40 PSF, DEAD LOAD 20 PSF ROOF: LIVE TOP CHORD 20 PSF LIVE BOTTOM CHORD 10 PSF (NON-CONCURRENT w/ TCLL) CEMENT ROOF TILE DEAD LOAD 25 PSF TOTAL SHINGLE/METAL ROOFING DEAD LOAD 15 PSF TOTAL MINIMUM DEAD LOAD FOR WIND: TC 5 PSF, BC 5 PSF DEFLECTION CRITERIA: FLOOR L/480 LIVE, L/360 TOTAL ROOF L/240 LIVE, L/180 TOTAL 2. WIND LOADS: WIND DESIGN PER, ASCE7-10 BASIC WIND SPEED (ASCE7-10) 160 MPH NOMINAL WIND SPEED (Vasd TABLE R301.2.1.3) 124 MPH BUILDING CATEGORY II IMPORTANCE FACTOR 1.00 EXPOSURE C MEAN ROOF HEIGHT = 15 FT ROOF PITCH 5/12 ENCLOSURE CLASS. ENCLOSED INTERNAL PRES. COEFF. +/- 0.18 WINDOW/DOOR DESIGN WIND PRESSURE, SEE TABLE IN DETAIL 3. SOFFITS - PER R703.1.2.1, ALL SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED IN TABLE R301.2(2) FOR WALLS. 3. REINFORCED CONCRETE: DESIGN AS PER ACI 318-14 REQUIRED COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE f'c = 2500 PSI 3~8" MINIMUM THICKNESS REINFORCED WITH 6x6 w1.4xw1.4 WWF OR FIBERMESH. CONVENTIONAL SHALLOW FOOTINGS f'c = 2500 PSI BEAMS AND COLUMNS f'c = 3000 PSI ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS 3" SLAB ON GRADE CENTERED BEAMS 1~8" COLUMNS 1~8" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. REINFORCING STEEL - ASTM A615 GRADE 40 FOR #3 GRADE 60 FOR #4 TO #11 WELDED WIRE FABRIC - ASTM A185 SPLICES IN REINFORCING, SHALL BE 40 BAR DIAMETERS. NON-CONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING IS NOT SPACED MORE THAN 5" APART FOR #5 BARS. FORMWORK AND SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS REACHED AT LEAST 2/3 OF THE REQUIRED 28 DAY STRENGTH. 4. REINFORCED MASONRY: DESIGN PER ACI 530-13 REQUIRED COMPRESSIVE STRENGTHS: MASONRY WALLS f'm = 1500 PSI REINFORCING STEEL - ASTM A615 GRADE 60. SPLICES IN REINFORCING, SHALL BE 48 BAR DIAMETERS. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. ALL CELLS BELOW FINISHED GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AT DOT LOCATIONS ON PLAN. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" OC VERTICALLY, UNLESS NOTED OTHERWISE. IN ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE AND BELOW OPENINGS, EXTENDING AT LEAST 24" BEYOND THE OPENING. LAP JOINT REINFORCING 6" MINIMUM. 5. DELEGATED-ENGINEERED WOOD ROOF TRUSSES: ALL WOOD ROOF TRUSSES SHALL BE DESIGNED BY A DELEGATED TRUSS ENGINEER PER RULE 61G15-31.003 OF THE FLORIDA ADMINISTRATIVE CODE. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." FOR OTHER BRACING REQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. 6. FOUNDATION: CONVENTIONAL SHALLOW CONCRETE FOOTINGS SOIL BEARING CAPACITY 2000 PSF THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL CONDITIONS FOR THE INTENDED STRUCTURE AND ASSUMED SOIL BEARING CAPACITY. IT IS RECOMMENDED THAT A GEOTECHNICAL FIRM BE HIRED TO PERFORM A SITE EVALUATION. 7. DIMENSIONS: VERIFY ALL DIMENSIONS WITH HOUSE PLANS. SEE HOUSE PLANS, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 8. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER FOR REVIEW FOR ALL STRUCTURAL ELEMENTS UTILIZING PREFABRICATED COMPONENTS. ONE SET OF SIGNED & SEALED TRUSS ENGINEERING SHALL BE DELIVERED TO THE ENGINEER OF RECORD FOR THE STRUCTURE PER FLORIDA ADMINISTRATIVE CODE 61G15-30.005 AND 61G15-31.003.
AutoCAD SHX Text8
AutoCAD SHX Text7
AutoCAD SHX Text1
AutoCAD SHX Text5
AutoCAD SHX Text4
AutoCAD SHX TextNOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 20' X 20' MAXIMUM SQUARES. 2) SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT.
AutoCAD SHX Text~w" DEEP SAWCUT w/ ELASTOMERIC SEALANT
AutoCAD SHX TextSLAB ON GRADE, SEE PLAN
AutoCAD SHX Text%%USLAB SAWCUT DETAIL
AutoCAD SHX TextSCALE: NTS
AutoCAD SHX Text%%UCORNER BARS
AutoCAD SHX TextSCALE: NTS
AutoCAD SHX Text%%USTEP FOOTING
AutoCAD SHX TextSCALE: NTS
AutoCAD SHX TextFINISHED GRADE, SEE SITE PLAN
AutoCAD SHX Text3" CLEAR COVER TO REINFORCING
AutoCAD SHX TextEMBED DOWELS 5" WITH 10" STD HOOK
AutoCAD SHX TextMONOLITHIC FOOTING, SEE PLAN
AutoCAD SHX TextDOWEL TO MATCH WALL REINFORCING, LAP 25"
AutoCAD SHX TextVARIES
AutoCAD SHX Text%%UMONOLITHIC FOOTINGS
AutoCAD SHX TextSCALE: 3/4" = 1'-0"
AutoCAD SHX Text%%UINTERIOR
AutoCAD SHX TextB
AutoCAD SHX TextA
AutoCAD SHX Text%%UEDGE
AutoCAD SHX Text%%UGARAGE
AutoCAD SHX TextD
AutoCAD SHX Text%%USTEPDOWN
AutoCAD SHX TextC
AutoCAD SHX Text3" COVER
AutoCAD SHX TextMAINTAIN FOOTING WIDTH & DEPTH AT ALL VERT. AND HORIZ. SEGMENTS
AutoCAD SHX TextFOOTING REINF., SEE PLAN. LAP 40 BAR DIAMETERS
AutoCAD SHX TextMAINTAIN RUN TO RISE OF 2:1 OR MORE
AutoCAD SHX Text%%UFOOTING
AutoCAD SHX Text%%UPLAN VIEW
AutoCAD SHX TextFOOTING REINF., SEE PLAN
AutoCAD SHX TextLAP CORNER BARS 40 BAR DIAMETERS
AutoCAD SHX TextCONCRETE FOOTING, SEE PLAN
AutoCAD SHX TextSCALE: NTS
AutoCAD SHX Text%%UROOF DECK NAILING PATTERN
AutoCAD SHX Text%%UTYPICAL
AutoCAD SHX Text%%UPLAN
AutoCAD SHX Text%%UHOUSE
AutoCAD SHX Text8d RING SHANK NAILS 6" O.C. EDGE AND 6" OC FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS WITHOUT SPLITTING.
AutoCAD SHX Text#5 CORNER BAR, 25"x25"
AutoCAD SHX TextMASONRY BOND BEAM, TYPICAL
AutoCAD SHX Text%%UCORNER
AutoCAD SHX Text%%UCORNER BAR DETAIL IN BOND BEAMS
AutoCAD SHX TextSCALE: 3/4" = 1'-0"
AutoCAD SHX TextSCALE: 3/4" = 1'-0"
AutoCAD SHX Text#5 CORNER BAR, 25"x25"
AutoCAD SHX TextMASONRY BOND BEAM, TYPICAL
AutoCAD SHX Text%%UINTERSECTION
AutoCAD SHX Text11
AutoCAD SHX TextNOTE: THIS BUCK FASTENING DETAIL IS INTENDED FOR FLANGED WINDOW/DOOR PRODUCTS THAT FASTEN THRU THE FLANGE WITH WOOD SCREWS TO THE BUCK. FOR WINDOW/DOOR PRODUCTS THAT DO NOT HAVE A FLANGE AND FASTEN INSTEAD OUTWARD THRU THE FRAME, USE MASONRY SCREWS PER MFR. THAT ARE LONG ENOUGH TO PENETRATE 2-1/4" INTO THE MASONRY. IN THIS CASE, THE BUCK MATERIAL IS SIMPLY A SPACER AND MAY BE 1x4 OR 1x6 OR OMITTED ENTIRELY AND THE SPACER MAY BE TACKED IN PLACE WITH MASONRY NAILS OR PINS.
AutoCAD SHX Text%%UBUCK FASTENING
AutoCAD SHX Text8" CMU WALLS
AutoCAD SHX Text~4"x3~w" TAPCON @ 24" OC, 3 SCREWS MIN. (SEE NOTE)
AutoCAD SHX Text2x4 or 2x6 P.T. BUCK @ FLANGED WINDOWS (SEE NOTE)
AutoCAD SHX Text8" CMU, SEE PLAN FOR REINFORCING
AutoCAD SHX Text%%UGARAGE DOOR
AutoCAD SHX Text~8"~D EXPANSION BOLT, 4" MIN. EMBEDMENT, SPACE 24" OC AND 12" FROM TOP & BOT.
AutoCAD SHX Text2x8 OR 2x6 P.T. SYP#2
AutoCAD SHX Text2x2x~2" WASHER
AutoCAD SHX Text3
AutoCAD SHX Text5
AutoCAD SHX Text+33.5 -36.3
AutoCAD SHX Text(Vasd=124 MPH, RISK CAT II, ENCLOSED, kd=0.85, h=15')
AutoCAD SHX TextINTERIOR ZONE 4
AutoCAD SHX Text+33.5 -36.3
AutoCAD SHX Text(SEE PLAN FOR OTHER SPECIFIC PRESSURES)
AutoCAD SHX Text1) TABLE MAY BE USED FOR ANY SIZE WINDOW OR DOOR IN EACH TYPE. 2) USE "INTERIOR ZONE 4" PRESSURES UNLESS WINDOW OR DOOR IS LOCATED WITHIN THE "END ZONE 5" (SEE DIAGRAM BELOW), THEN USE THE HIGHER PRESSURES UNDER THE "END ZONE 5" COLUMN. 3) ALL GLASS / GLAZING SHALL BE IMPACT RATED OR USE IMPACT RATED SHUTTERS. 4) SUBMIT PRODUCT APPROVALS TO THE BUILDING DEPARTMENT AS REQUIRED BY THE LOCAL JURISDICTION. 5) MANUFACTURED SOFFIT PRODUCTS SHALL BE INSTALLED PER MFR ENGINEERING SPEC SHEETS.
AutoCAD SHX TextWINDOW/DOOR/SOFFIT DESIGN WIND PRESSURES
AutoCAD SHX TextTO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
AutoCAD SHX TextWIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED
AutoCAD SHX Text* ON IRREGULAR SHAPED BUILDINGS, THERE IS NO GUIDANCE IN THE CODE FOR HOW FAR A CORNER MUST PROTRUDE FROM THE MAIN BUILDING TO BE CONSIDERED 'ZONE 5'. WE HAVE CHOSEN >15'. THIS IS SUBJECT TO JUDGEMENT CALL BY THE AUTHORITY HAVING JURISDICTION.
AutoCAD SHX TextIN ZONE 5, MANUFACTURED SOFFIT PRODUCTS MAY REQUIRE ADDITIONAL BATTONS OR FASTENING PER MFR ENGINEERING SPEC SHEETS TO MEET THE PRESSURE REQUIREMENTS.
AutoCAD SHX Text4
AutoCAD SHX Text5
AutoCAD SHX Text5
AutoCAD SHX Text%%UPLAN
AutoCAD SHX Text5
AutoCAD SHX Text4
AutoCAD SHX Text%%UHOUSE
AutoCAD SHX Text%%UTYPICAL
AutoCAD SHX Text5
AutoCAD SHX Text4
AutoCAD SHX Text4
AutoCAD SHX Text5
AutoCAD SHX Text8' OR 9' GARAGE DOORS
AutoCAD SHX TextTYPICAL WINDOWS & DOORS
AutoCAD SHX Text16' OR 18' GARAGE DOORS
AutoCAD SHX TextSOFFIT
AutoCAD SHX TextTYPE
AutoCAD SHX TextEND ZONE 5 PRESSURES OCCUR AT "PRIMARY" OUTSIDE CORNERS OF BUILDING (BOLD LINES)
AutoCAD SHX TextFACE OF WALL
AutoCAD SHX TextMEASURED FROM
AutoCAD SHX TextZONE
AutoCAD SHX Text4
AutoCAD SHX TextINTERIOR ZONE 4 PRESSURES
AutoCAD SHX Text5
AutoCAD SHX Text4
AutoCAD SHX Text5
AutoCAD SHX Text5
AutoCAD SHX Text5'-0"
AutoCAD SHX TextWIDTH = ______
AutoCAD SHX Text4
AutoCAD SHX Text5
AutoCAD SHX Text+33.5 -44.8
AutoCAD SHX TextEND ZONE 5
AutoCAD SHX Text+33.5 -44.8
AutoCAD SHX Text+29.4 -33.3
AutoCAD SHX Text+28.2 -31.5
AutoCAD SHX TextEND
AutoCAD SHX TextAt Exterior Stud Walls and Gable Ends with Wall Sheathing, apply plaster over metal lath over water resistive barrier as follows: Plaster R703.7.2: 3-coat 7/8" thick : 3-coat 7/8" thick thick portland cement based plaster per ASTM C926. Metal Lath R703.7.1: Self furring paper : Self furring paper backed 2.5lb diamond mesh metal lath per ASTM C847, G60 galvanized, fastened per ASTM C1063 with 1-1/2” long, 11 gage nails long, 11 gage nails with 7/16” head (roofing head (roofing nails) at 7” oc, or 1-1/2” long, 16 gage oc, or 1-1/2” long, 16 gage long, 16 gage staples at 6” oc, into the framing oc, into the framing members (ie, the nails or staples must align with and penetrate 3/4” into the framing into the framing studs). Water Resistive Barrier (WRB) R703.7.3: : Water-resistive vapor-permeable barrier with a performance at least equivalent to 2 layers of Grade D paper. The individual layers shall be installed independently. An approved house wrap may be used for the 1st layer and metal lath with approved paper backing may be the 2nd layer (Note: ZIP wall sheathing with seam tape qualifies as the first layer).
AutoCAD SHX Text%%URETROFIT UPLIFT CONNECTOR SCHEDULE
AutoCAD SHX TextNOTES: 1) WHERE EMBEDDED STRAP IS MISSING OR MIS-LOCATED, PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE USP. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. 3) CONCRETE SCREW SHALL BE WEDGE-BOLT+, TITEN, TAPCON OR EQUIVALENT.
AutoCAD SHX Text1-HTWM16 or 20
AutoCAD SHX Text2-LUGT2
AutoCAD SHX TextHGT-2/3
AutoCAD SHX Text2-HTWM16 or 20
AutoCAD SHX TextCONNECTOR
AutoCAD SHX Text1-HTWM16 or 20
AutoCAD SHX TextRETROFIT STRAPS TO CONCRETE/MASONRY
AutoCAD SHX TextTO 9790
AutoCAD SHX TextTRUSS UPLIFT (LBS)
AutoCAD SHX TextTO 1145
AutoCAD SHX TextTO 4520
AutoCAD SHX TextTO 2290
AutoCAD SHX TextTO 3610
AutoCAD SHX TextTO 1145
AutoCAD SHX Text@ 24" OC
AutoCAD SHX TextHTT16
AutoCAD SHX Text8-10dx1~8", 4-~4x2~4 CONCRETE SCREW
AutoCAD SHX TextEPOXY 12" EMBED WITH USP SET.
AutoCAD SHX Text8-10dx1~8", 4-~4x2~4 CONCRETE SCREW
AutoCAD SHX Text8-10dx1~8", 4-~4x2~4 CONCRETE SCREW
AutoCAD SHX Text16-16d, 7-~4"x2~4" CONCRETE SCREW
AutoCAD SHX Text18-10d, ~0"~D ALLTHREAD, DRILL
AutoCAD SHX Text& EPOXY 10" EMBED w/ USP SET.
AutoCAD SHX TextTWO ~w"~D ALTHREAD, DRILL &
AutoCAD SHX TextSHEATHING SCHEDULE
AutoCAD SHX TextFLOOR
AutoCAD SHX TextN/A
AutoCAD SHX TextEXTERIOR STUD WALL
AutoCAD SHX TextROOF
AutoCAD SHX TextEXTERIOR CEILING AND SOFFIT
AutoCAD SHX TextOPTIONS: 1) 1x4 STRIPPING @ 16"OC w/ 2-8d NAILS TO EACH TRUSS, ~0" EXTERIOR GYPBOARD CEILING, FASTEN w/8d NAILS OR 1~0" DRYWALL SCREWS @ 6"OC EDGE & FIELD. 2) ~6" BC PLYWOOD NAILED w/ 6d COMMON @ 6" OC EDGE & FIELD. 3) VINYL OR ALUMINUM PERFORATED SOFFIT INSTALLED PER MANUFACTURER INSTRUCTIONS TO MEET WIND PRESSURES PER R703.1.2.1.
AutoCAD SHX TextA.P.A. RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER. FASTEN WITH 8d RING SHANK NAILS @ 6" O.C. EDGE AND 6" O.C. FIELD.
AutoCAD SHX Text(RING SHANK NAILS PER R803.2.3.1: 0.113" NOMINAL SHANK DIAMETER, RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL ROUND HEAD, 2" NAIL LENGTH)
AutoCAD SHX TextNOTE: EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED : EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED HERE MEET THE DESIGN WIND PRESSURES PER R703.1.2.1.
AutoCAD SHX Text7/16" ZIP SYSTEM WALL SHEATHING BY HUBER ENGINEERED WOODS LLC, NAILED W/ 8d COMMON WIRE @ 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. INSTALL SHEATHING AND SEAM TAPE IN STRICT ACCORDANCE WITH MFR. WRITTEN INSTRUCTIONS.
AutoCAD SHX Text(WHEN ~8" ZIP BRAND ROOF SHEATHING IS USED, H-CLIPS ARE NOT REQUIRED) REQUIRED)
AutoCAD SHX Text%%UOUTLOOKER DETAIL
AutoCAD SHX TextSCALE: N.T.S.
AutoCAD SHX Text13
AutoCAD SHX Text%%UFULL HEIGHT WALL SECTION
AutoCAD SHX TextSCALE: 3/4" = 1'-0"
AutoCAD SHX Text2x4 OUTLOOKER @ 24" O.C.
AutoCAD SHX TextROOF SHEATHING, SEE SCHEDULE
AutoCAD SHX Text3-12d TOE NAILS
AutoCAD SHX TextWALL SHEATHING
AutoCAD SHX TextTOP CHORD OF GABLE END TRUSS
AutoCAD SHX Text12
AutoCAD SHX Text2x4 BLOCK AT SHEATHING JOINT
AutoCAD SHX Text9
AutoCAD SHX Text8"x8" BOND BEAM w/ 1-#5
AutoCAD SHX Text#5 VERTICAL IN GROUTED CELL AT DOT LOCATIONS ON PLAN
AutoCAD SHX Text7" STANDARD HOOK INTO TOP OF BOND BEAM (MAY USE 7"x25" BENT BAR)
AutoCAD SHX Text#5 VERT. AT INTERSECTION OF BOND BEAM w/ 7" HOOK AT TOP
AutoCAD SHX TextHOOK BAR INTO TOP OF UPPER BOND BEAM
AutoCAD SHX Text%%USTEPPED BOND BEAM & REINFORCING
AutoCAD SHX TextMASONRY WALL
AutoCAD SHX TextVERTICAL BAR IN GROUTED CELL, SEE PLAN
AutoCAD SHX TextSCALE: 3/4" = 1'-0"
AutoCAD SHX TextUPPER BOND BEAM, SEE PLAN
AutoCAD SHX TextLAP CORNER BARS 40 BAR DIAMETERS
AutoCAD SHX TextBEARING
AutoCAD SHX TextHOOK OR CORNER BAR
AutoCAD SHX TextVERTICAL BOND BEAM, 8"x8" CMU w/ #5 VERTICAL
AutoCAD SHX TextLINTEL AT LANAI OR ENTRY, '8F16-1B/1T' (8"x16" FILLED SOLID, 1#5 BOTTOM, 1-#5 TOP)
AutoCAD SHX Text%%UTHIS DETAIL ONLY USED
AutoCAD SHX Text%%UON ELEVATION F
AutoCAD SHX TextAPPROVED ISOLATION PLATE
AutoCAD SHX Text8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 6/S-3
AutoCAD SHX Text#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)
AutoCAD SHX Text12
AutoCAD SHX TextEMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP
AutoCAD SHX Text#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
AutoCAD SHX TextSOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-3
AutoCAD SHX TextWOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER
AutoCAD SHX TextROOF SHEATHING, SEE SCHEDULE 2/S-3
AutoCAD SHX Text5
AutoCAD SHX TextTRUSS BEARING
AutoCAD SHX TextSEE PLAN
AutoCAD SHX TextFINISHED GRADE, SEE SITE PLAN
AutoCAD SHX Text3" CLEAR COVER TO REINFORCING
AutoCAD SHX TextEMBED DOWELS 5" WITH 10" STD HOOK
AutoCAD SHX TextMONOLITHIC FOOTING, SEE PLAN
AutoCAD SHX TextDOWEL TO MATCH WALL REINFORCING, LAP 25"
AutoCAD SHX Text2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
AutoCAD SHX TextLADDER STYLE JOINT REINFORCING @ 16" O.C.
AutoCAD SHX TextS-3
AutoCAD SHX Text3
AutoCAD SHX TextREVISIONS
AutoCAD SHX TextBY
AutoCAD SHX TextSHEET
AutoCAD SHX TextSCALE
AutoCAD SHX TextDATE
AutoCAD SHX TextCHECKED
AutoCAD SHX TextDESIGN/DRAWN
AutoCAD SHX TextDWB/GH
AutoCAD SHX TextDWB
AutoCAD SHX Text03/27/19
AutoCAD SHX TextVARIES
AutoCAD SHX TextDR10796
AutoCAD SHX TextSHEET OF 3
AutoCAD SHX Text(239) 549-4554
AutoCAD SHX TextCA# 8829
AutoCAD SHX TextSTRUCTURAL
AutoCAD SHX TextSYSTEMS
AutoCAD SHX TextOF NORTH FLORIDA
AutoCAD SHX Text1634 S.E. 47th STREET, SUITE #3
AutoCAD SHX TextCAPE CORAL, FL 33904
AutoCAD SHX TextSTRUCTURAL ENGINEERING:
AutoCAD SHX TextBUILDER:
AutoCAD SHX Text2210 BONN COURT PUNTA GORDA, FLORIDA LOT: 11 SUBDIVISION: DEEP CREEK SOUTH
AutoCAD SHX TextSTRUCTURAL DETAILS
AutoCAD SHX TextMODEL 2197 B
AutoCAD SHX TextDESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
AutoCAD SHX TextFOR SCOSTA TRUSSES, ELEVATION B, JOB # 44134B, DATED: 08/13/18, REVISED: 10/28/18
AutoCAD SHX TextJOB NO.
10796 2197 BR.pdfSheetsA-1 BR - ELEVATIONA-2 BR - SLAB & PLUMBING PLANA-3 BR - FLOORA-4 BR - ROOFA-5 BR - ELECTRICALA-6 - SECTIONSS-1 BR - FOUNDATION PLANS-2 BR - ROOF FRAMING PLAN
DR10796 S-3.pdfSheets and ViewsLayout1SHEET1
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