rake truss · l:\0-new data\1-master 2019\2019-builders\dr horton 2019\subdivisions\meadowood town...
TRANSCRIPT
5"12"
5"12"
5"12"
5"12"
5"12"
5"12"
5"12"
5"12"
5"12"
5"12"
5"12"
5"12"
5"12"
5"12"
5"12"
4"12"
3"12"
5"12"
5"12"5"
12"
4"12"
3"12"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAMELEV. @ 8'-8"
TOP OF BEAMELEV. @ 8'-8"
2ND FINISH FLOORELEV. @ 10'-0"
2ND FINISH FLOORELEV. @ 10'-0"
TRUSS BEARINGELEV. @ 18'-0"
TRUSS BEARINGELEV. @ 18'-0"
8070 OHGD 3068 ENTRY 1/2 33 SH 8070 OHGD 8070 OHGD
35 SH 35 SH 25 SH 25 SH35 SH 35 SH 25 SH
25 SH35 SH 35 SH
8070 OHGD 8070 OHGD 1/2 33 SH 3068 ENTRY 8070 OHGD
TILE ROOF
RAKE TRUSS
1'-0"
RAKE TRUSS
1'-0"1'-0"1'-0"
7'-4
"
6'-8
"
4" DECOR BAND
SHUTTERS
6" DECOR BAND
4" DECOR BAND
6" DECOR BAND 6" DECOR BAND
SHUTTERS
4" DECOR BAND
SHUTTERS
6" DECOR BAND
4" DECOR BAND
6" DECOR BAND
ELEV. @ -1'-0" B.F.F.
AVERAGE ROAD CENTERLINE ELEVATION
(40
'-0
" ALL
OW
ABLE
)
29
'-7
13
/32
"
(30
'-0
" ALL
OW
ABLE
)
23
'-3
45
/64
"
3068 ENTRY 3068 ENTRY 3068 ENTRY 3068 ENTRY
UNIT A UNIT B UNIT B UNIT B UNIT B UNIT A
INWALL WEEP
SCREED
INWALL WEEP
SCREED
INWALL WEEP
SCREED
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAMELEV. @ 8'-8"
TOP OF BEAMELEV. @ 8'-8"
2ND FINISH FLOORELEV. @ 10'-0"
2ND FINISH FLOORELEV. @ 10'-0"
TRUSS BEARINGELEV. @ 18'-0"
TRUSS BEARINGELEV. @ 18'-0"
TILE ROOF
35 SH25 SH 35 SH
2-4068 SL GL DR2-4068 SL GL DR2-4068 SL GL DR2-4068 SL GL DR2-4068 SL GL DR2-4068 SL GL DR
1'-0"1'-0"1'-0"
25 SH25 SH25 SH25 SH25 SH25 SH25 SH
1'-0"
DECO TEXTURE FINISH OVER
CONC BLOCKDECO TEXTURE FINISH OVER
CONC BLOCK
6'-8" T
YP.
BOTTOM OF VENT SHALL BE LOCATED NO
MORE THAN 3'-0" BELOW THE RIDGE PER
R806.2.2
3'-0
" M
AX
4" SLEEVES FOR HVAC GAS
LINES, PLACE IN 1ST FLOOR
BEAM BEFORE POUR
4" SLEEVES FOR HVAC GAS
LINES, PLACE IN 1ST FLOOR
BEAM BEFORE POUR
4" SLEEVES FOR HVAC GAS
LINES, PLACE IN 1ST FLOOR
BEAM BEFORE POUR
4" SLEEVES FOR HVAC GAS
LINES, PLACE IN 1ST FLOOR
BEAM BEFORE POUR
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAMELEV. @ 8'-8"
TOP OF BEAMELEV. @ 8'-8"
2ND FINISH FLOORELEV. @ 10'-0"
2ND FINISH FLOORELEV. @ 10'-0"
TRUSS BEARINGELEV. @ 18'-0"
TRUSS BEARINGELEV. @ 18'-0"
1'-0" 1'-0"
TILE ROOF
35 SH 25 SH
25 SH
7'-4
"
6'-8
"
DECO TEXTURE FINISH OVER
CONC BLOCK
7'-4
"
7'-4
"
WHERE ROOF FRAMING CONFLICTS WITH THE ROOF
VENTS, INSTALLATION OF THE VENT MORE THAN
3'-0" BELOW THE RIDGE IS ALLOWED PER R806.2.2
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAMELEV. @ 8'-8"
TOP OF BEAMELEV. @ 8'-8"
2ND FINISH FLOORELEV. @ 10'-0"
2ND FINISH FLOORELEV. @ 10'-0"
TRUSS BEARINGELEV. @ 18'-0"
TRUSS BEARINGELEV. @ 18'-0"
25 SH35 SH
25 SH
TILE ROOF
1'-0"
7'-4
"
1'-0"
6'-8
"
DECO TEXTURE FINISH OVER
CONC BLOCK
7'-4
"
7'-4
"
WHERE THE ROOF FRAMING CONFLICTS WITH THE ROOF
VENTS, INSTALLATION OF THE VENT MORE THAN 3'-0"
BELOW THE RIDGE IS ALLOWED PER R806.2.2
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
3/16" = 1'-0"
L:\0
-New D
ata
\1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N
2019\S
UBDIV
ISIO
NS\M
EAD
OW
OO
D T
OW
N H
OM
ES\1
1549 L
OT 1
21-1
26 M
EAD
OW
OO
D
THO
WNHO
USE\R
EVIT
\MEAD
OW
OO
D L
OT 1
21-1
26 A
1-A
10 P
ERM
IT.r
vt
A-1
ELEVATION
TO
WNHO
MES
MEAD
OW
OO
D
JWC
JSL
03/11/20
LOT:
12
1-1
22
-12
3-1
24
-12
5-1
26
SUBD
IVIS
ION: M
EAD
OW
OO
D
AD
DRS:
150
25
,15
02
1,1
50
17
,15
01
3,1
50
09
,15
00
5
WIL
D F
LOW
ER C
IR.
D.R
.H.
#:
57
96
30
12
1-1
22
-12
3-1
24
-12
5-1
26
G.C
.D.
11
54
9
3/16" = 1'-0"
FRONT ELEVATION
3/16" = 1'-0"
REAR ELEVATION
3/16" = 1'-0"
LEFT ELEVATION
3/16" = 1'-0"
RIGHT ELEVATION
WHWH
WH
WHWH WH
HB
HB
HB
HB
HB
HB
2 31 4 5 6 7
B
A A
A
B
A
A B
A
AA
B
4'-0" 12'-0" 8'-0" 12'-0" 8'-0" 12'-0" 8'-0" 12'-0" 8'-0" 12'-0" 8'-0" 12'-0" 4'-0"
120'-0"
1'-4"
5'-8"
7'-0"
45'-4"
4'-0"
56'-4"
2'-8"
1'-4"
1'-4" 8'-0" 8" 2'-3 1/2" 3'-5" 4'-3 1/2"
10'-0" 1'-4" 7'-4" 1'-4" 1'-10" 8'-0" 2'-2" 8" 6'-4" 1'-0"1'-0" 6'-4" 8" 2'-2" 8'-0" 1'-10" 1'-10" 8'-0" 2'-2" 8" 6'-4" 1'-0"1'-0" 6'-4" 8" 2'-2" 8'-0" 1'-10" 1'-4" 7'-4" 1'-4" 10'-0"
4'-5 1/2" 3'-5" 2'-1 1/2" 8" 8'-0" 1'-4"
1'-4"
2'-8"
52'-4"
4'-0"
56'-4"
5'-8"
1'-4"
9'-0" 8'-2" 2'-10" 5'-10" 8'-2" 6'-0" 6'-0" 8'-2" 5'-10" 5'-10" 8'-2" 6'-0" 6'-0" 8'-2" 5'-10" 2'-10" 8'-2" 9'-0"
6'-6" 2'-2 1/2" 11'-3 1/2" 5'-5" 2'-7" 10'-1" 1'-11" 1'-11" 10'-1" 2'-7" 5'-5" 5'-5" 2'-7" 10'-1" 1'-11" 1'-11" 10'-1" 2'-7" 5'-5" 10'-6" 3'-0" 6'-6"
15'-10"
8'-10"
20'-8"
8'-8"
11'-1 1/2" 10" 6'-0" 2'-0 1/2" 3'-4" 3'-8" 4'-10" 6'-3 1/2"
1'-10 1/2" 1'-10 1/2"
6'-3 1/2" 4'-10" 3'-8" 3'-4" 3'-4" 3'-8" 4'-10" 6'-3 1/2"
1'-10 1/2"1'-10 1/2"
6'-3 1/2" 4'-10" 3'-8" 3'-4" 2'-0 1/2" 6'-0" 10" 11'-1 1/2"
5 1/2" 3'-5" 4'-1 1/2" 4'-1 1/2" 3'-5" 5 1/2"
2'-0"
1'-4"
6'-8"
5'-2 1
/2"
9'-2"
19'-8"
1'-8"
2'-8"
6'-10"
18'-6"
2'-0"
1'-4"
6'-8"
5'-2 1
/2"
9'-2"
19'-8"
1'-8"
2'-8"
6'-10"
18'-6"
DBL
SIN
K
REF. SPACE
SINK SINK
REF. SPACE
DBL
SIN
K
REF. SPACE
DBL SINK
SINK
REF. SPACE
DBL
SIN
K
SINKSINK
REF. SPACE
DBL
SIN
K
SINK
REF. SPACE
19'-8"
1'-8"
2'-8"
6'-10"
18'-6"
2'-0"
1'-4"
6'-8"
5'-2 1
/2"
9'-2"
2'-0"
1'-4"
6'-8"
5'-2 1
/2"
9'-2"
5 1/2" 3'-5" 4'-1 1/2" 4'-1 1/2" 3'-5" 5 1/2"
19'-8"
1'-8"
9'-6"
18'-6"
20'-8"
24'-8"
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%.
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"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%.
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"
120'-0"
STANDARD SGD RECESS 1-1/2".
IMPACT GLASS SGD RECESS 2-1/2".
STANDARD SGD RECESS 1-1/2".
IMPACT GLASS SGD RECESS 2-1/2".
#5 VERTICAL @ DOT LOCATION (7'-4" O.C.
MAX AT INTERIOR) IN GROUTED CELL W/ 7"
HOOK INTO BOND BEAM
RECESS AT GARAGE DOOR
PER DETAIL
RECESS AT GARAGE DOOR
PER DETAIL
RECESS AT GARAGE DOOR
PER DETAIL RECESS AT GARAGE DOOR
PER DETAIL RECESS AT GARAGE DOOR
PER DETAIL
RECESS AT GARAGE DOOR
PER DETAIL
ELEV. @ 0'-(-4")
SLO
PE 2
"
ELEV. @ 0'-(-4")SLO
PE 2
"ELEV. @ 0'-(-4")
SLO
PE 2
"
ELEV. @ 0'-(-4")
SLO
PE 2
"
ELEV. @ 0'-(-4")
SLO
PE 2
"
ELEV. @ 0'-(-4")
SLO
PE 2
"
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")ELEV. @ 0'-(-4")ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
PROVIDE 1/4" WATER LINE @
REF SPACE FOR ICE MAKER
PROVIDE 1/4" WATER LINE @
REF SPACE FOR ICE MAKER
PROVIDE 1/4" WATER LINE @
REF SPACE FOR ICE MAKER
PROVIDE 1/4" WATER LINE @
REF SPACE FOR ICE MAKER
PROVIDE 1/4" WATER LINE @
REF SPACE FOR ICE MAKER
SET A/C PAD ABOVE FLOOD W/
1'-0" FREEBOARD PER FBCR
R322.2.1
SET A/C PAD ABOVE FLOOD W/
1'-0" FREEBOARD PER FBCR
R322.2.1
SET A/C PAD ABOVE FLOOD W/
1'-0" FREEBOARD PER FBCR
R322.2.1
DW
DWDWDW
DW
RANG
E
RANG
E
RANG
E
RANG
E
RANG
E
RANG
E
SET W/H ABOVE FLOOD W/ 1'-0"
FREEBOARD PER FBCR R322.2.1
SET W/H ABOVE FLOOD W/ 1'-0"
FREEBOARD PER FBCR R322.2.1SET W/H 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
SET W/H 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
A
B
AAA
AAA
AA
#5 VERTICAL @ DOT LOCATION (7'-4" O.C.
MAX AT INTERIOR) IN GROUTED CELL W/ 7"
HOOK INTO BOND BEAM
UNIT A
UNIT B UNIT BUNIT B UNIT B
UNIT A
PROVIDE TERMITE TREATMENT
WITH "BORA CARE"PROVIDE TERMITE TREATMENT WITH
"BORA CARE"
STANDARD SGD RECESS 1-1/2".
IMPACT GLASS SGD RECESS 2-1/2".
PROVIDE 1/4" WATER LINE @
REF SPACE FOR ICE MAKER
LOWEST POINT OF GARAGE SHALL BE
SET ABOVE BASE FLOOD ELEVATION
PER FEMA FLOOD MAP
LOWEST POINT OF GARAGE SHALL BE
SET ABOVE BASE FLOOD ELEVATION
PER FEMA FLOOD MAP
LOWEST POINT OF GARAGE SHALL BE
SET ABOVE BASE FLOOD ELEVATION
PER FEMA FLOOD MAP
P
P P P P
P
F8
W/ OPTIONAL
CURB
#5 @ 48" O.C. AT EXTERIOR
WALLS TYPICAL
F2
B
P
P
F4F4
F2
F2
B
B
SAWCUT SLAB
PER 5/S-1
F4
SAWCUT SLAB PER
5/S-1
F6
A
F9
F7
PPPPP
F1
F1
F1
F1
F6
F6F6F6
SAWCUT SLAB PER
5/S-1
F1
F1
F1
F2
BB
B
F4
#5 @ 48" O.C. AT
EXTERIOR WALLS TYPICAL
F8F8
F5F7F7F5F7
F7
F7
F7
F7A
F7A
F9
F7A
F7A
F8
W/ OPTIONAL
CURB
F4
W/ CURB
F7A
F5F7A
F2
F6
AA A
F8
W/ OPTIONAL
CURB
F7A
F7A
F5F7A
F7AF7F7A
F8
W/ OPTIONAL
CURB
F9
F4
W/ CURB
F4F4
F9F9F9
P
F2F1
DW
A
B
1'-8
"
FIN. GRADE
#5 DOWEL WITH
7" HOOK, EMBED
5" MIN.
2 #5 CONT. W/
3" CLEAR COVER. 12" @ 'F3'
1'-0"
MIN
.
25
" LA
P
16" @ 'F4'
1'-8
"
FIN. GRADE
#5 DOWEL WITH
7" HOOK, EMBED
5" MIN. BELOW
GARAGE FLOOR
2 #5 CONT. W/
3" CLEAR COVER.12" @ 'F3'
1'-0"
MIN
.
7 5/8"
.
VARIES WITH
SLOPE OF FLOOR
CURB IS OPTIONAL & NOT INCLUDED
IN FOOTING DIMENSIONS
2'-1
"
16" @ 'F4'
(2) #5 RODS CONT.
W/ 3" CLEAR COVER
1'-0
"
16" @ 'F5'
20" @ 'F6'
OPTIONAL CURB
AT GARAGE
3" CLEAR COVER2 #5
1'-0
"
1'-4"
#5 DOWEL AT
MASONRY
WALLS ONLY
8"X8" CONC. FTG.
W/ 1 #5 ROD CONT.
1" 3"
8"
8"
PAVERSMORTAR
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
F7
F7A
CONT.
CONT.
CONT.
CONT.
CONT.
CONT.
CONT.
1'-8"
1'-8"
0'-8" 0'-8"
1'-0"
1'-8"
0'-10"
0'-8"
2-#5
2-#5
2-#5
2-#5
2-#5
2-#5
1-#5
ADD CURB TOGARAGE, SEEDETAIL
F8 CONT. 1'-9" 1'-8" 3-#5
F9 CONT. 2'-2" 1'-8" 4-#5
NOTE: REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT
CORNERS AND INTERSECTIONS. ADD CORNER BARS 25"X25" AT
EACH LONGITUDINAL SEE BAR 6/S-1.
FOUNDATION PLAN
PLAN NOTES:
1. TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0"2. FOOTING MAY BE STEPPED DOWN TO ACCOMODATE SLOPE IN FINISHED GRADE PER
DETAIL 6/S-1.
3. "F#" DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET.4. # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET.
5. PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM
FOOTING TO TIE BEAM.
6. ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY EXTEND BEYOND FACE OF WALL.
7. FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH
WINDOW/ DOOR SUPPLIER.8. PROVIDE PRESSURE TREATED BUCKS AT WINDOWS/ DOORS PER DETAIL 7/S-1.
SCALE: 1/4" = 1'-0"
1'-8
"
FIN. GRADE
#5 DOWEL WITH
7" HOOK, EMBED
5" MIN.
3 #5 CONT. @ F8
4#5 CONT @ F9 W/
3" CLEAR COVER.21" @ 'F8'
1'-0"
MIN
.
25
" LA
P
26" @ 'F9'
#5 @ 16" O.C.
OPTIONAL CURB
AT GARAGE
6"
10
"
FIN. GRADE
2 #5 BARS
CONT.
1'-3"
RECESS
1'-0"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
L:\0
-New D
ata
\1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N
2019\S
UBDIV
ISIO
NS\M
EAD
OW
OO
D T
OW
N H
OM
ES\1
1549 L
OT 1
21-1
26 M
EAD
OW
OO
D
THO
WNHO
USE\R
EVIT
\MEAD
OW
OO
D L
OT 1
21-1
26 A
1-A
10 P
ERM
IT.r
vt
A-2
FOUNDATION
TO
WNHO
MES
MEAD
OW
OO
D
JWC
JSL
03/11/20
LOT:
12
1-1
22
-12
3-1
24
-12
5-1
26
SUBD
IVIS
ION: M
EAD
OW
OO
D
AD
DRS:
150
25
,15
02
1,1
50
17
,15
01
3,1
50
09
,15
00
5
WIL
D F
LOW
ER C
IR.
D.R
.H.
#:
57
96
30
12
1-1
22
-12
3-1
24
-12
5-1
26
G.C
.D.
11
54
93/16" = 1'-0"
FOUNDATION PLAN
1/2" = 1'-0"
'F3' OR 'F4' FOOTING
1/2" = 1'-0"
'F3' OR 'F4' W/ CURB AT GARAGE
1/2" = 1'-0"
'F5' OR 'F6' FOOTING
1/2" = 1'-0"
'F7' STEP DOWN 1/2" = 1'-0"
'P' PAVERS DETAIL ENTRY/ LANAI
1/2" = 1'-0"
'F8' OR 'F9' FOOTING
1/2" = 1'-0"
GARAGE DOOR RECESS
WHWH
WH
WHWH WH
HB
2 31 4 5 6 7
GARAGE
KITCHEN
GREAT ROOM
LANAI
GREAT ROOM
LANAI
KITCHEN
GARAGE
1/2
BATH
1/2
BATH
FOYER
GREAT ROOM
LANAI
KITCHEN
GARAGE
1/2
BATH
FOYER
GREAT ROOM
LANAI
KITCHEN
GARAGE
1/2
BATH
FOYER
GREAT ROOM
LANAI
KITCHEN
GARAGE
1/2
BATH
FOYER
GARAGE
KITCHEN
GREAT ROOM
LANAI
1/2
BATH
8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT
CEILING
8'-8" FLAT CEILING8'-8" FLAT
CEILING
8'-8" FLAT
CEILING
8'-8" FLAT
CEILING
8'-8" FLAT
CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING 8'-8" FLAT CEILING
8'-8" FLAT CEILING8'-8" FLAT CEILING 8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT
CEILING
8'-8" FLAT
CEILING
8'-8" FLAT CEILING 8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT
CEILING
8'-8" FLAT
CEILING
8'-8" FLAT
CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING8'-8" FLAT CEILING
8'-8" FLAT CEILING8'-8" FLAT CEILING
2X6 KNEEWAL
34-1/2" HIGH
2X6 KNEEWAL
34-1/2" HIGH
2X6 KNEEWAL
34-1/2" HIGH
2X6 KNEEWAL
34-1/2" HIGH
2X6 KNEEWAL
34-1/2" HIGH
2X6 KNEEWAL
34-1/2" HIGH
PANTRYPANTRYPANTRYPANTRY
PANTRY PANTRY
OVERHEAD
CABIN
ETS
OVERHEAD
CABIN
ETS
OVERHEAD
CABIN
ETS
OVERHEAD
CABIN
ETS
OVERHEAD
CABIN
ETS
OVERHEAD
CABIN
ETS
A/C COMPRESSORS @ FINISH FLOOR LVL.
PROVIDE CONC. PAD (VERIFY SIZE)
COMPRESSOR UNIT TO BE ANCHORED
TO CONC. PAD W/ 3-1/2" TAPCONS
A/C COMPRESSORS @ FINISH FLOOR LVL.
PROVIDE CONC. PAD (VERIFY SIZE)
COMPRESSOR UNIT TO BE ANCHORED
TO CONC. PAD W/ 3-1/2" TAPCONS
A/C COMPRESSORS @ FINISH FLOOR LVL.
PROVIDE CONC. PAD (VERIFY SIZE)
COMPRESSOR UNIT TO BE ANCHORED
TO CONC. PAD W/ 3-1/2" TAPCONS
NOTE: 2 HR FIREWALLS
NO GAPS OVER 1/4" ARE
PERMITTED IN THE TOP,
BOTTOM, OR END. ALL
GAPS TO BE CAULKED
WITH FIRE CAULK
UNIT A UNIT #B UNIT #B UNIT #AUNIT #B
UNIT #B
8'-8" FLAT CEILING 8'-8" FLAT CEILING8'-8" FLAT CEILING8'-8" FLAT CEILING8'-8" FLAT CEILING8'-8" FLAT CEILING
DW
DWDWDWDW
FOYER8'-8" FLAT
CEILING
FOYER8'-8" FLAT CEILING
ENTRY8'-8" FLAT CEILING
ENTRY ENTRY ENTRYENTRY
ENTRY
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
8'-8" FLAT CEILING
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
UP
UP UPUP UP
UP
DW
1. Concrete Blocks* - Various designs. Classification D-2 (2 hr.)
See Concrete Blocks category for list of eligible manufacturers.
2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). vertical joints staggered.
3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification if used. where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1).
4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification.
5. Foamed Plastic* - (Optional-Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1).
ATLAS ROOFING CORP - "EnergyShield Pro Wall Insulation" and EnergyShield Pro 2 Wall Insulation."
HUNTER PANELS - Type Xci-Class A, Xci 286
THE DOW CHEMICAL CO - Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP)
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
Bearing Wall Rating - 2 HR.Nonbearing Wall Rating - 2 HR.
142
3
Horizontal Section
Design No. U905
7-5/8"
3/4"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
3/16" = 1'-0"
L:\0
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3/16" = 1'-0"
1ST FLOOR PLAN
BUILDING CODE ANALYSISAPPLICABLE CODES:
FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL
I. OCCUPANCY CLASSIFICATION R-3
TYPE OF CONSTRUCTION V-B
FIRE SEPARATION DISTANCE = 5' TO PROPERTY LINE
10'-0" BUILDING SEPERATION
II. WIND DESIGN CRITERIA ASCE7-10, 160 MPH (Vasd = 124 MPH), EXPOSURE C.
III. ALLOWABLE HEIGHTS & BUILDING AREAS (PER FCB-B 504.3-504.4-506.2)
ALLOWED PROPOSED
BUILDING HEIGHT# OF STORIESAREA: PER STORY
403U
28.0'2
2 31 4 5 6 7
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
BEDROOM #3
BEDROOM #2
MASTER SUITE
LOFT
WIC WIC
WIC
MASTER
BATH
MASTER
BATH
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
WIC
MASTER
BATH
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
WIC
MASTER
BATH
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
WIC
MASTER
BATH
BEDROOM #3
BEDROOM #2
MASTER SUITE
LOFT
WICWIC
MASTER
BATH
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT
CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
NOTE:
DRYER VENT EXTENDING MORE THAN 25'-0" TO HAVE A
BOOSTER FAN.
NOTE:
HIGH OUTPUT CLOTHES DRYER TO BE USED REFER TO ATTAHCED CUTSHEETS
ALL METAL CHIMNEYS FOR LOW-HEAT APLANCES EXTEND 3' ABOVE THE ROOF
4'-0
"5
2'-4
"
56
'-4
"
20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"
120'-0"
LAUNDRY
BATH #28'-0" FLAT
CEILING
BATH #2
8'-0" FLAT CEILING
LAUNDRY
A/H
A/H
A/HA/HA/H
A/H
LAUND
RY
LAUND
RY
LAUND
RY
LAUND
RY
UNIT A UNIT AUNIT B UNIT B UNIT B UNIT B
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
DO
WN
DO
WN
DO
WN
DO
WN
DO
WN
DO
WN
8'-0" FLAT CEILING8'-0" FLAT CEILING
8'-0" FLAT CEILING8'-0" FLAT CEILING8'-0" FLAT CEILING8'-0" FLAT CEILING
8'-0" FLAT CEILING8'-0" FLAT CEILING
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
3/16" = 1'-0"
L:\0
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03/11/20
LOT:
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G.C
.D.
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54
9
3/16" = 1'-0"
2ND FLOOR PLAN
WH
UP11'-1 1/2" 5'-0 1/2" 3'-10"
21
9'-0"
7'-7 1
/2"
4'-4 1
/2"
2'-4"
2'-0"
4'-2"
15'-10"
12'-0" 4'-2" 3'-10"
10"
RANG
E
REF. SPACE
9'-0" 8'-2" 2'-10"
GARAGE
KITCHEN
GREAT ROOM
LANAI
GARAGE
1/2
BATH
8'-2" 3'-10"
1'-4"
2'-8"
34'-4"
11'-0"
5'-8"
1'-4"
7'-0"
45'-4"
4'-0" 1'-4" 8'-0" 3'-2" 3'-0" 1'-6" 3'-0"
1'-4" 7'-4" 1'-4"
20'-0"
10'-0" 10'-0"
12" SHLVNG
8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT
CEILING
8'-8" FLAT CEILING
4'-0" 12'-0" 4'-0"
56'-4"
34
3
3
C
SINK
B
12
3
2X6 KNEEWAL
34-1/2" HIGH
PANTRY
OVERHEAD
CABIN
ETS
5'-9" 6'-8 1/2" 7'-6 1/2"
3'-3"
ESCAPE
FOYER
ENTRY
MINIMUM R-13 OR BETTER
INSULATION
SEE NOTE 10
MIR
8'-8" FLAT CEILING
8'-8" FLAT
CEILING
3'-6"
2'-10 3/8"
21
12" SHLVNG
DRYERWASHER
12" SHLVNG
FIBERGLASS SHWR
SIN
KSIN
K
12" SHLV
NG
12" SHLV
NG
12" SHLV
NG
SIN
K
5'-0" TUB/SHWR
BEDROOM #3
BEDROOM #2
MASTER SUITE
LOFT
WIC WIC
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING 8'-0" FLAT CEILING
8'-0" FLAT
CEILING
MASTER
BATH
12" SHLVNG
6'-10" 3'-10" 3'-4" 6'-0"
2'-8" 3'-8" 1'-10" 4'-2" 3'-10" 3'-10"
3'-5 1
/2"
3'-6 1
/2"
7'-5"
2'-0"
3'-7 1
/2"
3'-6"
5'-10 1
/2"
10'-4"
2'-4 1
/2"
3'-9 1
/2"
6'-5"
12'-4" 3'-10" 3'-10"
4
4
4
4
4
4
4
4
4
8
4
4
1
1
4
A
CA
A
22'-10 1
/2"
12'-1"
17'-4 1
/2"
52'-4"
4'-0"
56'-4"
10'-4" 9'-8"
20'-0"
A/H
1'-5 1/2" 5'-4 1/2" 13'-2"
EGRESS
MIR
.
LAUNDRY
EG
RESS
MIR
.
EGRESS
44
CABINET BACKING
KITCHEN
MASTER BATH
GUEST BATH
LAUNDRY ROOM
UPPER TOP @ 84" BASE TOP @ 35"
UPPER
UPPER
UPPER TOP @ 84"
BASE TOP @ 35"
BASE TOP @ 31"
BASE
VINYL SHELF NOTES:1. ALL CLOSET SHELVES TO BE 12"
2. AL PANTRY & LINEN TO BE (4) 16"
SHELVES 18" A.F.F. W/ 15" INCREMENT.
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) 2X6 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" GYPSUM BOARD
OR EQUIVALENT
10) INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN
LIVING AND GARAGE PER FLORIDA BUILDING CODE
R302.5.1.
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) DOOR FROM GARAGE TO HOUSE: 83-1/2" HEADER.
13) ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO BE
INSTALLED AT OR ABOVE FLOOD PLUS 1'-0" FREEBOARD.
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
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"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
L:\0
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ata
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TO
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03/11/20
LOT:
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-12
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SUBD
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DRS:
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.D.
11
54
9
3/16" = 1'-0"
1ST FLOOR PLAN - UNIT A
3/16" = 1'-0"
2ND FLOOR PLAN - UNIT A
DOOR SCHEDULEMARK DESCRIPTION HEIGHT WIDTH COMMENTS QTY
1 3068 ENTRY 6'-8" 3'-0" 6
2 8070 OHGD 7'-0" 8'-0" 6
3 2-4068 SL GL DR 6'-8" 8'-0" 6
WINDOW SCHEDULE MARK DESCRIPTION WIDTH HEIGHT COMMENTS QTY
A 35 SH 4'-6" 5'-3" 10
B 1/2 33 SH 2'-2" 3'-2" 2
C 25 SH 3'-1" 5'-3" 16
UNIT A
UNIT A ENTRY 40 SF
UNIT A LANAI 140 SF
UNIT A GARAGE 234 SF
UNIT A 1ST FLOOR LIVING 673 SF
UNIT A 2ND FLOOR LIVING 1007 SF
GRAND TOTAL 2094 SF
WH
UP
HB
11'-10 1/2" 4'-3 1/2" 3'-10"
2 3
2'-0"
1'-4"
16'-8"
4'-4"
11'-6 1
/2"
13'-5 1
/2"
8'-0" 7'-10" 4'-2"
DBL
SIN
K
REF. SPACE
5'-10" 8'-2" 6'-0"
GREAT ROOM
LANAI
KITCHEN
GARAGE
1/2
BATH
FOYER
1'-10" 8'-0" 2'-2" 8" 6'-4" 1'-0"
20'-0"
12'-0" 8'-0"
8'-8" FLAT CEILING8'-8" FLAT
CEILING
8'-8" FLAT
CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING
4'-0" 12'-0" 4'-0"
4
3
3
4
12" SHLVNG
SINK
2
3
2X6 KNEEWAL
34-1/2" HIGH
PANTRY
3'-4" 3'-8" 4'-10"
3
1
DW
2'-1" 3'-4 3/16"
3'-4 1
/2"
14'-9 1
/2"
6'-8 1
/2"
3'-10"
2'-8"
1'-8"
19'-8"
3'-5 1
/2"
MIR
ESCAPE
MIR.
MINIMUM R-13 OR BETTER
INSULATION
SEE NOTE 10
8'-8" FLAT CEILING
ENTRY
RANG
E
4 5
5'-10" 6'-4" 3'-10" 4'-0"
3'-8" 3'-10" 3'-9" 6'-0" 2'-9"
9 1/2" 5'-0" 1/2" 4'-8" 1'-0"1'-0" 7'-6"
4
4
8
4
4
4
4
4
4 4
4
4
12" SHLV
NG
5'-0" TUB/S
HW
R
SINK
12" SHLV
NG
WASHER
DRYER
FIBERGLASS SHWR
12" SHLVNG
SIN
KSIN
K
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
WIC
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT
CEILING
MASTER
BATH
4
4
3'-11"
8'-0"
4'-5 1
/2"
2'-8"
1'-0"
3'-2 1
/2"
5'-6"
9'-5 1
/2"
9'-1 1
/2"
11'-1 1
/2"
5'-8"
2'-6"
5'-11 1
/2"
4'-0" 3'-6" 2'-2" 10'-4"
C
A
11'-7 1/2" 8'-4 1/2"
20'-0"
C
6'-10"
C
A/H
EGRESS
MIR.
MIR.
MIR.
EGRESS EGRESS
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
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) 2X6 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" GYPSUM BOARD
OR EQUIVALENT
10) INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN
LIVING AND GARAGE PER FLORIDA BUILDING CODE
R302.5.1.
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) DOOR FROM GARAGE TO HOUSE: 83-1/2" HEADER.
13) ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO BE
INSTALLED AT OR ABOVE FLOOD PLUS 1'-0" FREEBOARD.
CABINET BACKING
KITCHEN
MASTER BATH
GUEST BATH
LAUNDRY ROOM
UPPER TOP @ 84" BASE TOP @ 35"
UPPER
UPPER
UPPER TOP @ 84"
BASE TOP @ 35"
BASE TOP @ 31"
BASE
VINYL SHELF NOTES:1. ALL CLOSET SHELVES TO BE 12"
2. AL PANTRY & LINEN TO BE (4) 16"
SHELVES 18" A.F.F. W/ 15" INCREMENT.
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"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
L:\0
-New D
ata
\1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N
2019\S
UBDIV
ISIO
NS\M
EAD
OW
OO
D T
OW
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OM
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1549 L
OT 1
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26 M
EAD
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1-A
10 P
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vt
A-3.4
FLOOR
TO
WNHO
MES
MEAD
OW
OO
D
JWC
JSL
03/11/20
LOT:
12
1-1
22
-12
3-1
24
-12
5-1
26
SUBD
IVIS
ION: M
EAD
OW
OO
D
AD
DRS:
150
25
,15
02
1,1
50
17
,15
01
3,1
50
09
,15
00
5
WIL
D F
LOW
ER C
IR.
D.R
.H.
#:
57
96
30
12
1-1
22
-12
3-1
24
-12
5-1
26
G.C
.D.
11
54
9
3/16" = 1'-0"
1ST FLOOR PLAN - UNIT B3/16" = 1'-0"
2ND FLOOR PLAN - UNIT B
UNIT B
UNIT B ENTRY 64 SF
UNIT B LANAI 140 SF
UNIT B GARAGE 256 SF
UNIT B 1ST FLOOR LIVING 650 SF
UNIT B 2ND FLOOR LIVING 933 SF
GRAND TOTAL 2044 SF
DOOR SCHEDULEMARK DESCRIPTION HEIGHT WIDTH COMMENTS QTY
1 3068 ENTRY 6'-8" 3'-0" 6
2 8070 OHGD 7'-0" 8'-0" 6
3 2-4068 SL GL DR 6'-8" 8'-0" 6
WINDOW SCHEDULE MARK DESCRIPTION WIDTH HEIGHT COMMENTS QTY
A 35 SH 4'-6" 5'-3" 10
B 1/2 33 SH 2'-2" 3'-2" 2
C 25 SH 3'-1" 5'-3" 16
WHWH
WH
WHWH WH
HB
H10
Bk1 Bk2 Bk2 Bk2 Bk2Bk1 Bk2 Bk2Bk2
Bk2
J13-2
2
J5-4
J3-1
1
J1-22 (4)J10-24 (3)J11-23 (2)J10-24 (2)
J6-25 (3)J7-25 (3)J8-25 (3)J7-25 (2)
Bk2 Bk2
Bk1
Bk2 Bk2
Bk2
Bk1Bk2 Bk2Bk2
Bk2
J13-2
2
J5-4
J3-1
1
J1-22 (4)J10-24 (2)J10-24 (3) J11-23 (2)
J6-25 (3) J7-25 (2)J7-25 (3) J8-25 (3)
Bk1 Bk2 Bk2 Bk2 Bk2Bk1 Bk2 Bk2Bk2Bk2
Bk2
J13-2
2
J5-4
J3-1
1
J1-22 (4)
J10-24 (3)J11-23 (2)J10-24 (2)
J6-25 (3)J7-25 (3)J8-25 (3)J7-25 (2)
Bk2 Bk2
Bk1
Bk2 Bk2
Bk2
Bk1Bk2 Bk2
Bk2
Bk2
J13-2
2
J5-4
J3-1
1
J1-22 (4)
J10-24 (2)J10-24 (3) J11-23 (2)
J6-25 (3) J7-25 (2)J7-25 (3) J8-25 (3)
Bk1 Bk1 Bk2Bk2 Bk2 Bk1
Bk1 Bk1
Bk2
Bk2 Bk2 Bk1 Bk1
Bk2
Bk2 Bk2
Bk2
Bk1 Bk1 Bk1
J2-1
1
J14-22 (5)
J12-23 (3)
J15-21 (6)
J9-25 (7)
J4-7 (10)
Bk1
Bk1
Bk2
Bk2 Bk1 Bk1
Bk1 Bk1 Bk1
Bk2
Bk2 Bk2
Bk2
Bk1 Bk1 Bk2 Bk2
Bk2
Bk1 Bk1
J2-1
1
J14-22 (5)
J12-23 (3)
J15-21 (6)
J9-25 (7)
J4-7 (10)
Bk1
A-B
M1
A-BM3
A-BM2
B-BM3
B-B
M1 B-BM2
B-BM4
B-BM3
B-B
M1
B-BM2
B-BM4
B-BM3
B-B
M1
B-BM2
B-BM4
B-BM3
B-B
M1
B-BM2
B-BM4
A-B
M1
A-BM3
A-BM2
16"
BCI/4
500
THIS A
REA
16"BCI/4500
THIS AREA
16"
BCI/4
500
THIS A
REA
16"BCI/4500
THIS AREA
16"
BCI/4500
THIS AREA
16"
BCI/4
500
THIS A
REA
16"BCI/4500THIS AREA
16"BCI/4500
THIS AREA
WS WSWS
WS
WS WS
WS WS WS WS WS WS WS WS WS WS WS WS WS
WS WS WS WS WS WS WS WS WS WS WS WS WSWS WS WS WS WS WS WS WS
WS WS WS
WSWS
WS WS WS
WSWS
WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS
WS WSWS
WS WS
WS WS WS
WS WS
WS
WS
WS WS WS WS WS WSWS
WSWS
M3
M1 M1
M2
M3
M1M1
M2
BEARING HEIGHT
= TOP OF BOND BEAM @ 10'-0"
AND @ 18'-0"
= BEARING @ 8'-8" W/ U301 TO
UNDERSIDE OF ROOF DECK
= BEARING @ 8'-8"
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
2.
DRAFTSTOPPING
R302.12 DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE
THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED
SPACE OF A FLOOR /CEILING ASSEMBLY, DRAFTSTOPS SHALL BE
INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES
NOT EXCEED 1,000 SQUARE FEET (92.9m2). DRAFTSTOPPING SHALL
DIVIDE THE COCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.
WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE
AND CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE
PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING
CIRCUMSTANCES:
1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING.
2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE
OPEN WEB OR PERFORATED MEMBERS.
R302.12.1 MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE
LESS THAN 1/2" (12.7mm) GYPSUM BOARD, 3/8" (9.5mm) WOOD
STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY
SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE
FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE
BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE
MAINTAINED.
PLAN NOTES:
1. ROOF AND FLOOR TRUSS BEARING ELEVATION VARIES,
SEE LEGEND.
2. ROOF AND FLOOR 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 AND FLOOR 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.
7. "SW" DENOTES PLYWOOD SHEARWALL PER SCHEDULE
THIS SHEET.
2 31 4 5 6 7
GARAGE
KITCHEN
GREAT ROOM
LANAI
GREAT ROOM
LANAI
KITCHEN
GARAGE
1/2
BATH
1/2
BATH
FOYER
GREAT ROOM
LANAI
KITCHEN
GARAGE
1/2 BATH
FOYER
GREAT ROOM
LANAI
KITCHEN
GARAGE
1/2
BATH
FOYER
GREAT ROOM
LANAI
KITCHEN
GARAGE
1/2
BATH
FOYERGARAGE
KITCHEN
GREAT ROOM
LANAI
1/2
BATH
8'-8" FLAT CEILING
8'-8" FLAT
CEILING
8'-8" FLAT CEILING
8'-8" FLAT
CEILING
8'-8" FLAT CEILING8'-8" FLAT
CEILING
8'-8" FLAT
CEILING
8'-8" FLAT
CEILING
8'-8" FLAT
CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING 8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT
CEILING
8'-8" FLAT
CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT
CEILING
8'-8" FLAT
CEILING
8'-8" FLAT
CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING8'-8" FLAT CEILING8'-8" FLAT CEILING8'-8" FLAT CEILING
8'-8" FLAT CEILING
(2)-2X8 LEDGER BOTTOM @ 8'-8" W/
5/8" X 8" EXPANSION BOLT @ 24"
O.C. LOCATE BOLTS TO AVOID
TRUSSES. MTS16 STRAP AT TRUSS
(2)-2X8 LEDGER BOTTOM @ 8'-8""
W/ 5/8" X 8" EXPANSION BOLT @ 24"
O.C. LOCATE BOLTS TO AVOID
TRUSSES. MTS16 STRAP AT TRUSS
8F16-1
B/1
T
8F16-1B/1T
8F16-1B/1T 8F16-1B/1T8F16-1B/1T
8F16-1B/1T 8F16-1B/1T
8F16-1
B/1
T
8F16-1B/1T8F8-1B8F8-1B8F8-1B8F8-1B
8F16-1
B/1
T
8F8-1B
AT GARAGE DOOR SET 8" X 8" PRECAST LENTIL W/ (1) #5 @
DOOR HEAD HEIGHT. ADD COURSING AS NEEDED W/ 8" X 8"
BOND BEAM W/ (1) #5 TOP @ 10'-0", GROUT SOLID TYP.
AT GARAGE DOOR SET 8" X 8" PRECAST LENTIL W/ (1) #5 @
DOOR HEAD HEIGHT. ADD COURSING AS NEEDED W/ 8" X 8"
BOND BEAM W/ (1) #5 TOP @ 10'-0", GROUT SOLID TYP.
AT GARAGE DOOR SET 8" X 8" PRECAST LENTIL W/ (1) #5 @
DOOR HEAD HEIGHT. ADD COURSING AS NEEDED W/ 8" X 8"
BOND BEAM W/ (1) #5 TOP @ 10'-0", GROUT SOLID TYP.
(2)-2X8 LEDGER
BOTTOM @ 8'-8"
(2)-2X8 LEDGER TOP
@ 10'-0"
(2)-2X8 LEDGER TOP
@ 10'-0"
(2)-2X8 LEDGER
BOTTOM @ 8'-8"
(2)-2X8 LEDGER TOP
@ 10'-0"
(2)-2X8 LEDGER BOTTOM @ 8'-8" W/
5/8" X 8" EXPANSION BOLT @ 24"
O.C. LOCATE BOLTS TO AVOID
TRUSSES. MTS16 STRAP AT TRUSS
(2)-2X8 LEDGER BOTTOM @ 8'-8" W/
5/8" X 8" EXPANSION BOLT @ 24"
O.C. LOCATE BOLTS TO AVOID
TRUSSES. MTS16 STRAP AT TRUSS
8'-8" FLAT CEILING
8'-8" FLAT CEILING8'-8" FLAT CEILING 8'-8" FLAT CEILING
8'-8" FLAT CEILING8'-8" FLAT CEILING
UNIT A UNIT AUNIT B UNIT B UNIT B UNIT B
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
8F8-0B 8F8-0B
ENTRYENTRY
8F8-0
B
8F8-1B
(2)-2X8 LEDGER TOP
@ 10'-0"
3-2X4 POST, NO
STRAPS
ENTRYENTRY
ENTRY ENTRY(2)-2X8 LEDGER TOP
@ 10'-0"
(2)-2X8 LEDGER TOP
@ 10'-0"
(2)-2X8 LEDGER TOP
@ 10'-0"
(2)-2X8 LEDGER TOP
@ 10'-0"
(2)-2X8 LEDGER TOP
@ 10'-0"
(2)-2X8 LEDGER TOP @
10'-0"
(2)-2X8 LEDGER TOP @
10'-0"
(2)-2X8 LEDGER TOP
@ 10'-0"
(2)-2X8 LEDGER TOP
@ 10'-0"
8'-8" FLAT CEILING
DO
WN
8F8-0B8F8-0B
DO
WN
DO
WN
DO
WN
DO
WN
DO
WN
8F8-1B8F8-1B8F8-1B8F8-1B8F8-1B
(2)-2X8 LEDGER TOP
@ 10'-0"
8F8-0B8F8-0B
U301 2 HOUR ASSEMBLY WITHIN EAVE
AND TO THE UNDERSIDE OF ROOF DECK
ROOF SHEATHING SHALL BE FIRE RETARDANT
TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF
DIVIDING WALL PER FBC 706.4.1.1
ROOF SHEATHING SHALL BE FIRE RETARDANT
TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF
DIVIDING WALL PER FBC 706.4.1.1
ROOF SHEATHING SHALL BE FIRE RETARDANT
TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF
DIVIDING WALL PER FBC 706.4.1.1
8F8-0
B
3-2X4 POST, NO
STRAPS
2-2X12 HEADER
NO STRAP
2-2X12 HEADER
NO STRAP2-2X12 HEADER
NO STRAP
2-2X12 HEADER
NO STRAP
8F16-1
B/1
T
8F16-1B/1T
8F8-0B 8F8-0B
1
A4.2
1
A4.2
1
A4.2
3
S-2
3
S-2
3
S-2
3
S-2
3
S-2
3
S-2
2X4 SPF #2 @ 16" O.C.
BLOCKING @ MID POINT
PT SILL W/ 10d CONCRETE
NAILS @ 6" O.C. NO
STRAPS
2X4 SPF #2 @ 16" O.C.
BLOCKING @ MID POINT
PT SILL W/ 10d CONCRETE
NAILS @ 6" O.C. NO
STRAPS
ROOF SHEATHING SHALL BE FIRE RETARDANT
TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF
DIVIDING WALL PER FBC 706.4.1.1
ROOF SHEATHING SHALL BE FIRE RETARDANT
TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF
DIVIDING WALL PER FBC 706.4.1.1
(+37.4, -40.5) 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=25')
(+32.8, -37.1)(+32.8, -37.1)(+32.8, -37.1)(+32.8, -37.1)(+32.8, -37.1)(+32.8, -37.1)
(+32.8, -37.1)
(+32.8, -37.1)(+32.8, -37.1)(+32.8, -37.1)
(+32.8, -37.1)
(+37.4, -40.5)
(+37.4, -40.5)(+37.4, -40.5)(+37.4, -40.5)
(+37.4, -40.5)
(+37.4, -40.5)
(+37.4
, -4
0.5
)
(+37.4, -40.5) (+37.4, -40.5)
"WS" DENOTES WEB
STIFFENER PER I JOIST
LAYOUT
WOOD FRAME
BEHIND.
WOOD FRAME
BEHIND.
META16,
TYPICAL
LGUM410-SDS
HU46HU46
LGUM410-SDS
HU46HU46HU46HU46
HU46HU46HU46
HU46
META16,
TYPICAL
META16,
TYPICAL
SEE SCHEDULES ON JOIST LAYOUT
NOTES FOR I-JOISTS
1) BK1 AND BK2 DENOTES BLOCKING BETWEEN JOISTS.
2) WS DENOTES WEB STIFFENER INSTALLED ON THE I-JOIST.
MINIMUM EQUIVALANT THICKNESS (IN) BEARING ORNON-BEARING CONCRETE MASONRY WALLS
LIMESTONE, CINDERS, ORUNEXPANDED SLAG
TYPE OF AGGREGATE
3.2"
3.6"
4.0"
2 HR
F.B.C. TABLE 722.3.2
FIRE - RESISTANCE RATING (HOURS)
PUMICE OR EXPANDED SLAG
EXPANDED SHALE, CLAY OR SLATE
FOR THE 2 HOUR FIREWALL, PURCHASE ONLY BLOCK WITH 2 HOUR FIRE RATED MARKING, LABEL OR DOCUMENTATION.
4.2"CALCAREOUS OR SILICEOUS GRAVEL
1.
TRUSS STRAPPING TO MASONRY
MAX TRUSS UPLIFT
@ 24" OC (LBS)CONNECTOR FASTENER
1450
1810
2120
1875 (1 PLY)
1795 (2 PLY)
2365 (2 PLY)
2365 (2 PLY)
3965/SYP 3330/SPF
4235/SYP 3640/SPF
4670/SYP 4015/SPF
5445/SYP 5360/SPF
10690/SYP 10690/SPF
10790/SYP 10790/SPF
(1) META16 TO 40
(1) HETA16 TO 40
(1) HHETA16 TO 40
(2) META16 TO 40
(2) META16 TO 40
(2) HETA16 TO 40
(2) HHETA12 TO 40
MGT (2 PLY)
HTT4
HTT5
HTT5KT
(1)HGT - 2
(1)HGT - 3
8-0.148x11/2 ", EMBED 4"
9-0.148x11/2", EMBED 4"
10-0.148x11/2", EMBED 4"
10-0.148x11/2", EMBED 4"
14-0.162x31/2", EMBED 4"
12-0.162x31/2", EMBED 4"
12-0.162x,31/2" EMBED 4"
22.0148x3" ATR, EPOXY 12"
18-0.162x21/2", 5/8" ATR, EPOXY 12"
26-0.148x3", 5/8", ATR, EPOXY 12"
26-SD#10x21/2, 5/8," ATR, EPOXY 18"
16-0.148x3" TO GIRDER,
(2)3/4" ATR, EPOXY 12"
16-0.148x3" TO GIRGER,
(2)3/4" ATR, EPOXY 12"
INSTALL
META16 AT
ALL
TRUSSES
TO 1450 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 OF WALL.
2. CONNECTORS ARE SIMPSON STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE
INSTALLED IN STRICT ACCORDANCE WITH SIMPSON 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
10/S-3.
R4-021020
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
L:\0
-New D
ata
\1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N
2019\S
UBDIV
ISIO
NS\M
EAD
OW
OO
D T
OW
N H
OM
ES\1
1549 L
OT 1
21-1
26 M
EAD
OW
OO
D
THO
WNHO
USE\R
EVIT
\MEAD
OW
OO
D L
OT 1
21-1
26 A
1-A
10 P
ERM
IT.r
vt
A-4.1
FLOOR FRAMING
TO
WNHO
MES
MEAD
OW
OO
D
JWC
JSL
03/11/20
LOT:
12
1-1
22
-12
3-1
24
-12
5-1
26
SUBD
IVIS
ION: M
EAD
OW
OO
D
AD
DRS:
150
25
,15
02
1,1
50
17
,15
01
3,1
50
09
,15
00
5
WIL
D F
LOW
ER C
IR.
D.R
.H.
#:
57
96
30
12
1-1
22
-12
3-1
24
-12
5-1
26
G.C
.D.
11
54
9
3/16" = 1'-0"
2ND FLOOR AND LOW ROOF FRAMING PLAN
TRUSS BEARING CONDITIONS AND STRAPPING IS
BASED ON TRUSS LAYOUT PREPARED BY
SCOSTA CORP, JOB# 44192U DATE: 12/07/18
REVISED: 12/16/19
TRUSS BEARING CONDITIONS AND STRAPPING IS
BASED ON I JOIST LAYOUT LAYOUT PREPARED
BY DIXIEPLY, DATE: 03/27/19 REVISED:
12/18/19
A1
A2
A3
A4
A5
A6
B1
B2
B3
B4
B5
B6
B7
B8
B9
C1
C2
C3
C4
C5
B10
B12
D1
D2
J2
J4 J4
J2
J2
CJ8 J
4
J4
CJ8J
2
E1
J2
J4
J2
CJ8 J
4
EJ6
H1
H2
I1
V1
V2
V1
V2
V3
V4
EJ6
EJ8
EJ2
EJ2A
B11
A1
A2
A3
A4
A5
A6
B1
B2
B3
B4
B5
B6
B7
B8
B9
C1
C2
C3
C4
C5
B10
B12
D1
D2
J2
J4J4
J2
J2
CJ8
J4
J4C
J8
J2
E1
J2
J4
J2
CJ8
J4
EJ6
H1
H2
I1
V1
V2
V1
V2
V3
V4
EJ6
EJ8
EJ2
EJ2A
B11
2 31 4 5 6 7
RIDGE
RIDGE
RIDGE
RID
GE RID
GE
RID
GE
RID
GE
RID
GE
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
VALLEYV
ALLE
Y
VAL
LEY
VAL
LEY
VAL
LEY
VALLEY
VALLEY
VALLEY
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
BEDROOM #3
BEDROOM #2
MASTER SUITE
LOFT
WIC WIC
WIC
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING 8'-0" FLAT CEILING
8'-0" FLAT CEILING
MASTER
BATH
8'-0" FLAT CEILING
MASTER
BATH
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
WIC
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
MASTER
BATH
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
WIC
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
MASTER
BATH
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
WIC
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
MASTER
BATH
BEDROOM #3
BEDROOM #2
MASTER SUITE
LOFT
WICWIC
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING
8'-0" FLAT CEILING8'-0" FLAT CEILING
8'-0" FLAT CEILING
MASTER
BATH
8F8-0B
(+37.4/-40.5)
8F8-0B
(+37.4/-40.5)
8F8-0B
(+37.4/-40.5)
8F8-0B
(+37.4/-40.5)
8F8-0B
(+37.4/-40.5)
8F8-0
B
(+37.4
/-40.5
)
8F8-0
B
(+37.4
/-40.5
)
8F8-0B
(+37.4/-40.5)
8F8-0B
(+37.4/-40.5)
8F8-0B
(+37.4/-40.5)
8F8-0B
(+37.4/-40.5)
8F8-0B
(+37.4/-40.5)
8F8-0B
(+37.4/-40.5)
8F8-0B
(+37.4/-40.5)
8F8-0B
(+37.4/-40.5)
8F8-0B
(+37.4/-40.5)
8F8-0
B
(+37.4
/-40.5
)
8F8-0
B
(+37.4
/-40.5
)
4'-0"4'-0"
4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"
4'-0" 4'-0"
ROOF SHEATHING SHALL BE FIRE RETARDANT
TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF
DIVIDING WALL PER FBC 706.4.1.1
ROOF SHEATHING SHALL BE FIRE RETARDANT
TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF
DIVIDING WALL PER FBC 706.4.1.1
ROOF SHEATHING SHALL BE FIRE RETARDANT
TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF
DIVIDING WALL PER FBC 706.4.1.1
UL 301 SEE
8/S-2UL 301 SEE
8/S-2
UL 301 SEE
8/S-2
8"X8" CONTINOUS MASONRY BOND BEAM AT
TOP OF WALL WITH (1) #5 BAR. PROVIDE
CORNER BARS PER 8/S-1
(+37.4, -40.5) 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=25')
LOW ROOF BELOW TYPICALLOW ROOF BELOW TYPICAL
LOW ROOF BELOW TYPICAL
UNIT A
UNIT B UNIT B UNIT B UNIT B
UNIT A
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
2 HOUR FIREWALL FULL
LENGTH OF BUILDING.
2 HOUR FIREWALL FULL LENGTH
OF BUILDING.
2 HOUR FIREWALL FULL LENGTH
OF BUILDING.
2 HOUR FIREWALL FULL LENGTH
OF BUILDING.
WHERE ROOF SHEATHING CONTACTS ONLY THE
EDGE OF ROOF TRUSSES, INSTALL BEVELLED
BLOCKING PER DETAIL 2 THIS SHEET (DR HORTON
COMPANY REQUIRMENT)
1-META16
TYPICAL
8X8 BOND BEAM
W/ !#5 PER 9/S-1
#5 BAR IN GROUTED CELL, AT
DOT LOCATIONS (48"
O.C.MAX) AT EXTERIOR
U301 2 HOUR
ASSEMBLY WITHIN EAVE
U301 2 HOUR
ASSEMBLY WITHIN EAVE
U301 2 HOUR
ASSEMBLY WITHIN EAVE
U301 2 HOUR
ASSEMBLY WITHIN EAVE
2 HOUR FIRE
RATED SOFFIT
PER 1/S-3
2 HOUR FIRE
RATED SOFFIT
PER 1/S-3
U301 2 HOUR
ASSEMBLY WITHIN EAVE
U301 2 HOUR
ASSEMBLY WITHIN EAVE
U301 2 HOUR
ASSEMBLY WITHIN EAVE
1
A4.2
1
A4.2
U301 2 HOUR
ASSEMBLY WITHIN EAVE
1
A4.2
1
A4.2
1
A4.2
LOMANCO
770-D
CORNER BARS IN
BOND BEAM PER
8/S-1
8F8-0B
2 HOUR FIRE
RATED SOFFIT
PER 1/S-3
CORNER BARS IN
BOND BEAM PER
8/S-1
9
S-1
LOMANCO
770-D
LOMANCO
770-D
LOMANCO
770-D LOMANCO
770-D
LOMANCO
770-D
1-META16 @ 32" O.C. AT
ONSIDE FACE OF H1
1-META16 @ 32" O.C. AT
ONSIDE FACE OF H1
(+37.4,-40.5)
8F8-0B
(+27.7/-30.0)
8F8-0B
(+27.7/-30.0) 8F8-0B
(+27.7/-30.0)
8F8-0B
(+27.7/-30.0)
8F8-0B
(+27.7/-30.0)
1-HGT-2
@ A1
1-HETA20
@ H2
2-META16
@ H2
1-HGT-2
@ D2
1-META16
@ D1
1-META16
TYP.
1-META16
TYP.
1-HGT-2
@ A1
1-HETA20
@ H2
2-META16
@ H2
1-META16
TYPICAL
1-HGT-2
@ D2
1-META16
@ D1
1-HGT-2
@ D21-HGT-2
@ D2
1-META16
@ D11-META16
@ D1
FIRE RETARDANT TREATED PLYWOOD
4'-0"
FIRE RETARDANT TREATED PLYWOOD
4'-0"
8d RING SHANK NAILS @
6" O.C. TO SHEARWALL.
U301 2 HOUR RATED
ASSEMBLY (2X4 SPF #2
STUDS @ 16" O.C., 2
LAYERS 5/8" TYPE X DRYWALL
EACH SIDE)SHEAR CONNECTION 2"X4"
PT #2 BASE PLATE W/ 8d
CASE HARDENED NAILS @ 6"
O.C..
FIRE CAULK
1/2" DRYWALL2-HR RATED BLOCK WALL
PER TABLE 1 ON A-4.1
8"X8" BOND BEAM W/
(1) #5 REBAR CONT.
FIRE CAULK
FIRE CAULK FIRE CAULK
1/2" DRYWALL CEILING 1/2" DRYWALL CEILING
DOUBLE TOP PLATE
DETAIL 1
ROOF SHEATHING
8d RING SHANK @
6" O.C.
16d NAILS
@ 8" O.C.
2" X () BLOCKING W/
BEVEL CUT TOP
ROOF TRUSS
BEVELLED BLOCKING DETAIL2
PLAN NOTES:
1. ROOF AND FLOOR TRUSS BEARING ELEVATION VARIES,
SEE LEGEND.
2. ROOF AND FLOOR 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 AND FLOOR 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.
7. "SW" DENOTES PLYWOOD SHEARWALL PER SCHEDULE
THIS SHEET.
BEARING HEIGHT= BEARING @ 18'-0"
= BOND BEAM @ 18'-0", U301
ASSEMBLY TO UNDERSIDE OF ROOF DECK
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
L:\0
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22
-12
3-1
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5-1
26
SUBD
IVIS
ION: M
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DRS:
150
25
,15
02
1,1
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17
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-12
3-1
24
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5-1
26
G.C
.D.
11
54
9
3/16" = 1'-0"
2ND FLOOR ROOF PLAN
3/4" = 1'-0"
2HR FIRE RATED WALL
ALL SOFFITS SHALL BE ACM QUAD, FULL
VENT, NARROW PATTERN, 8.15% FREE AIR
FLOW.
ROOF VENTS-INSTALL 2 LOMANCO 770-D
ROOF VENTS (0.97 SQ. FT FREE AIR) AT
EACH UNIT AT EACH LOCATION SHOWN.
ROOF VENTS SHALL NOT PENETRATE THE
FIRE RETARDANT PLYWOOD.
PROVIDE DOUBLE-FUR AT ALL
ELECTICAL BOXES TO BE INSTALLED
ON 2 HR FIREWALL. NO
PENETRATION OF WALL PERMITTED.
TRUSS BEARING CONDITIONS AND STRAPPING IS
BASED ON TRUSS LAYOUT PREPARED BY
SCOSTA CORP, JOB # 44192U DATE: 12/07/18
REVISED: 12/16/19
FLOORTRUSS OR
JOIST
2x12 TREAD,CUT TO FIT
1x8RISER SPINDLES SHALL
NOT ALLOWPASSAGE OF A4~6"∅ SPHERE,R312.1.3 Exc 2
HAND RAILPER R311.7.8
1" NOSING TYPICAL
34"
MIN.
HEIGHT
38"
MAX.
HEIGHT
2x4 PT SILL PLATE w/ 8dCONCRETE NAILS @ 6" O.C.,NOTCH STRINGER OVER SILL,NAIL STRINGER TO SILL w/2-10d TOENAILS
TOP OFFINISHED
FLOOR
~w" PLYWOODTO FACE OFFLOOR FRAMING
A BOTTOM RAIL ORCURB IS NOT REQUIREDON GUARDRAILS WITHINDWELLINGS
NOTCH STRINGER FOR 2x4 LEDGER. FASTENLEDGER w/ 10d NAILS @ 6" O.C., NAIL
STRINGER TO LEDGER w/ 2-10d TOENAILS
3-2x12STRINGERS
THIS 3 STRINGERDETAIL SHOWN HERE ISFOR HAND FRAMING OFTHE STAIRS IN THEFIELD. THECONTRACTOR MAYCHOOSE TO PURCHASEA PRE-MANUFACTUREDSTAIR INSTEAD ANDINSTALL PER MFRINSTRUCTIONS.
STAIR AND HANDRAILS SHALL COMPLY WITH ALL REQUIREMENTS OF R311.7(THIS CHAPTER IS TOO LENGTHY TO REPEAT HERE, CONSULT THE CODE FORFULL REQUIREMENTS FOR WIDTH, HEADROOM, VERTICAL RISE, WALKLINE,TREADS & RISERS, LANDINGS, WALKING SURFACE, HANDRAILS, ILLUMINATION,SPECIAL STAIRWAYS AND ALTERNATING TREAD DEVISES).
R311.7.8 HANDRAILS - HANDRAILS SHALL BE PROVIDED ON NOT LESS THANONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR ORMORE RISERS. ALL REQUIREMENTS FOR HEIGHT, CONTINUITY AND GRIP SIZEPER THIS CODE SECTION.
TREADS AND RISERSPER R311.7.5
4STAIR FRAMING DETAIL PER R311.7SCALE: 3/4" = 1'-0"
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 AND 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 ALSO INCORPORATE FLASHING OF PROTECTION AT
THE HEAD AND SIDES. PROVIDE CAULKING
"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
THE FLASHING INSTRUCTIONS FROM THE WINDOW/ DOOR MFR., OR THE FLASHING MFR.,
SHALL SUPERCEDE THIS DETAIL
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
PAN FLASHING PER R703.4
SCALE: N.T.S.
INSTALL SELF-ADHERED FLASHING
AROUND PERIMETER OF OPENING
WRAP WEATHER RESISTIVE
BARRIER INTO OPENING & TAPE TO
SILL USING SELF-ADHERED
FLASHING
MINIMALLY EXPANDING
POLYURETHANE FOAM OR
APPROVED CAULK
LAP & TAPE WEATHER RESISTIVE BARRIER
AT JOINTS (UPPER SHEET OVER LOWER
SHEET)
CAULKING
WINDOW OR DOOR SILL
FASTEN SELF-ADHERED FLASHING CORNER
USING MECHANICAL FASTENER
3'-0
"
4"
TYPICAL
4" 4"
2X6 HAND RAILING
2" X 2" PICKETS @ 4" O.C.FINISH FLOOR
1. Concrete Blocks* - Various designs. Classification D-2 (2 hr.)
See Concrete Blocks category for list of eligible manufacturers.
2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). vertical joints staggered.
3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification if used. where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1).
4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification.
5. Foamed Plastic* - (Optional-Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1).
ATLAS ROOFING CORP - "EnergyShield Pro Wall Insulation" and EnergyShield Pro 2 Wall Insulation."
HUNTER PANELS - Type Xci-Class A, Xci 286
THE DOW CHEMICAL CO - Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP)
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
Bearing Wall Rating - 2 HR.Nonbearing Wall Rating - 2 HR.
142
3
Horizontal Section
Design No. U905
7-5/8"
3/4"
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.
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
L:\0
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NOTES
TO
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MEAD
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03/11/20
LOT:
12
1-1
22
-12
3-1
24
-12
5-1
26
SUBD
IVIS
ION: M
EAD
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OO
D
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DRS:
150
25
,15
02
1,1
50
17
,15
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5
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#:
57
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24
-12
5-1
26
G.C
.D.
11
54
9
3/4" = 1'-0"
INTERIOR RAILING
PRESS. TREATED WOOD BUCK
PER TABLE 2 ON A-6.
METAL THRESHOLD
CEMENT PLASTEREXTERIOR DOOR
NOTE: INSTALL 2" X4" PT WHEN
RMAX IS USED FOR INSULATION
1/2" DRYWALL W/ 1"X2"
P.T. TO BLOCK
BLOCK WALL
1"X4" TRIM
GARAGE DOOR BUCK PER
DETAIL ON STRUCTURALCEMENT PLASTER
CEMENT PLASTER
BLOCK WALL
PRESSURE TREATED
WOOD BUCK PER
TABLE 2 ON A-6
SL. GL. DOOR TRACK
SEE ENGINEERING
FROM MANFG. FOR
DETAILS OF BUCK TO
FRAMEBLOCK WALL
1/2" DRYWALL
CEMENT PLASTER
METAL SASH
PRECAST SILL
CEMENT PLASTERPRESSURE TREATED WOOD
BUCK PER TABLE 2 ON A-6.
MARBLE SILL
1/2" DRYWALL W/ 1"X2"
P.T. TO BLOCK
BLOCK WALL
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.
11. WIND BRACING (1ST AND 2ND FLOORS) WITH 16 GA X 1-1/4"
GALVANIZED STRAPS 10'-0" LONG PLACED DIAGONALLY, ALL BEARING
WALLS AT CORNERS OR WITH 4'-0" X 10'-0" OR 8'-0" X 5/8"
EXTERIOR GRADE PLYWOOD SIDING.
GENERAL NOTES
1
ANCHORAGE REQUIREMENTS
ALL PASS AND SLIDING GLASS DOORS AND ALL
WINDOW ASSEMBLIES SHALL BE ANCHORED TO THE MAIN WIND FORCE RESISTING
SYSTEM IN A MANNER SPECIFIED BY THE PUBLISHED MANUFACTURERES
LITERATURE. THERE SHALL BE NO SUBSTITUTION OF ALTERNATE FASTENINGS UNLESS
PROVIDED BY THE MANUFACTURER AND APPROVED BY THE BUILDING DESIGN ENGINEER.
MASONRY OPENINGS
WHERE WINDOW FRAME IS DESIGN TO FASTEN WITH SCREWS THROUGH THE FRAME
AND INTO THE MASONRY, THE BUCK MATERIAL IS SIMPLY A SPACER. THE BUCK MAY
BE FASTENED WITH "T" NAILS OR ANY SUITABLE FASTENER TO TACK IT INTO
POSITION PRIOR TO WINDOW INSTALLATION. FASTEN WINDOW FRAME PER MFR
INSTRUCTIONS. A WINDOW FASTENER SHALL PENETRATE MASONRY BY 2-1/4" MIN.
WHERE WINDOW FRAME IS DESIGNED TO FASTEN ONLY TO THE WOOD BUCK
(IE, FLANGED FRAME WITH WOOD SCREWS) THE BUCKS SHALL BE 2X WOOD WITH
STRUCTURAL FASTENING TO THE MASONRY WITH 1/4" X 3-3/4" MASONRY SCREWS
@ 24" O.C. AND 6" FROM EACH END.
WOOD FRAMED OPENING
ALL DOORS AND WINDOWS SHALL NE INSTALLED ACCORDING TO THE PUBLISHED
MANUFACTURES LITERATURE OF THE ASSEMBLY BEING INSTALLED TO THE ROUGH
SUBSTRATE OPENING. SHIMS SHALL BE MADE OF MATERIALS CAPABLE OF RESISTING
THE APPLIED LOADS AND SHALL BE LOCATED NEAR EACH FRAME FASTENER TO
MINIMIZE DISTORTION OF THE FRAME AS THE FASTENERS ARE TIGHTENED.
DOOR AND WINDOW ANCHORAGE
2
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
3
1. ALL WOOD FARMING SHALL BE FABRICATED AND INSTALLED
PER NATIONAL DESIGN SPECIFICATIONS FOR
WOOD CONSTRUCTION
2. UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM
GRADES SHALL BE USED:
A. INTERIOR BEARING WALLS SPF #2
B. RAFTERS, JOISTS, HEADERS AND BEAMS,
EXTERIOR BEARING WALLS SYP #2
3. TREATED WOOD REQUIREMENTS: ALL WOOD EXPOSED TO
WEATHER SHALL BE PROTECTED, PRESSURE TREATED, OR
NATURALLY RESISTANT TO DECAY. ALL WOOD TOUCHING
MASONRY OR CONCRETE SHALL BE ISOLATED,
PRESSURE TREATED.
4. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES
AS SHOWN ON THE DRAWINGS AND AS NECESSARY AND
SUITED FOR EACH APPLICATION. FASTENING SUBJECT
TO MOISTURE SHALL BE HOT DIP GALVANIZED TO ASTM
A-153-80, OR STAINLESS STEEL.
5. ALL METAL CONECTIONS AND FABRICATIONS SHALL
COMPLY WITH AISC SPECIFICATIONS.
6. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS
OF SUPPORT.
7. PREFABRICATED STRUCTURAL TRUSSES SHALL COMPLY
WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR
WOOD CONSTRUCTION, TPI DESIGN SPECIFICATIONS FOR
METAL PLATE WOOD TRUSSES AND ATTIC 100.
8. ALL TRUSSES SHALL BE DESIGNED AND CERTIFIED BY
THE TRUSS MANUFACTURE'S STATE OF FLORIDA
REGISTERED ENGINEER.
9. CONTRACTOR SHALL CORRELATE WITH TRUSS MANFACTURER
TO ENSURE THAT ADEQUATE BEARING IS PROVIDED AT END
REACTIONS OF ALL GIRDER TRUSSES.
10. TRUSS MANUFACTURE SHALL SUBMIT SHOP DRAWINGS
TO THE CONTRACTOR AND DESIGNER FOR REVIEW AND
APPROVAL PRIOR TO FABRICATION. CONTRACTOR SHALL
BE RESPONSIBLE FOR FIELD VERIFICATION OF DIMENSIONS,
MATERIALS AND CONDITIONS.
11. AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES TO
PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL
SURFACE FROM FLOOR TO CEILING.
12. BRACE TRUSSES DURING ERECTION AND AFTER
PERMANENT INSTALLATION TO COMPLY WITH
TPI BWY-76.
13. MICRO-LAMS (OR EQUAL PARALAMS, LVL'S, ETC.) SHALL
BE USED WHERE SPECIFIED ON ENGINEERED PLANS AND
INSTALLED IN ACCORDANCE WITH MANUFACTURE'S
RECOMMENDATIONS. ANY EDGES OR ENDS EXPOSED TO
THE WEATHER SHALL BE PROTECTED BY THE INSTALLATION
OF 26 GA. MIN. GALVANIZED STEEL FLASHING.
14. SPLICES IN MULTI-BOARD CONTINUOUS BEAMS SHALL
BE ALLOWED FOR ONE BOARD ONLY PER SPAN AND
ONLY AT THE QUARTER POINT OF THE SPAN,
UNLESS SHOWN OTHERWISE.
15. SPACE FRAMING OF ARCHES UNDDER TIE BEAM SHALL BE
FILL IN FRAME UNLESS NOTED OR CONSTRUCTED OTHERWISE.
WOOD FRAMING
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
6
SHALL BE 7/16" THICK "ZIP SYSTEM WALL SHEATHING" MANUFACTURED
BY HUBER ENGINEERED WOODS LLC. INSTALL PANELS WITH AN 1/8"
GAP BETWEEN EDGES AND FASTEN WITH 8d COMMON NAILS @ 6" O.C.
EDGE AND FIELD. IF PANELS ARE INSTALLED HORIZONTALLY, BLOCKING
SHALL BE INSTALLED BEHIND PANEL JOINTS. ALL SEAMS IN THE
SHEATHING SHALL BE SEALED WITH ZIP SYSTEM SELF-ADHERING
SEAM TAPE USING THE ZIP SYSTEM APPLICATOR GUN. THE USUAL
TYVEK HOUSE WRAP IS NOT REQUIRED.
EXTERIOR WALL SHEATHING
5
INSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE
LAYER APPLICATION UNDER TILE ROOF.
THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLY
T=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
INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:
1. TILE PLACEMENT AND SPACING,
2. ATTACHMENT SYSTEM NECESSARY TO COMPLY WITH CURRENT
WIND CODE,
A. AMOUNT AND PLACEMENT OF MORTAR
B. AMOUNT AND PLACEMENT OF ADHESIVE
C. TYPE, NUMBER, SIZE AND LENGTH OF FASTENERS AND CLIPS.
3. UNDERLAYMENT
4. SLOPE REQUIREMENT
CLAY AND CONCRETE TILE ROOF SPEC'S
7
GRADE
CONCRETE FOOTING SEE
FOUNDATION PLAN FOR
SIZE AND REINFORCING
WOOD BASE
1X2 P.T. FURRING STRIPS @ 24" O.C.
W/ INSULATION. (MIN R4.1)
4" CONC. SLAB 2,500 P.S.I.
W/ 6X6 #10/10 W.W.M. REINFORCING
OVER 6 MIL. VISQUEEN BARRIER
W/ TERMITE TREATED MECHANICALLY
COMPACTED FILL @ 95%.
8" X 8" X 16"
HOLLOW BLOCK
SILL SET IN MORTAR
SEE ENERGY CODE FOR
INSULATION R-VALUES
ROOF SHEATHING PER SCHEDULE 2/S-1,
AND PER NOTES IN TABLE 3 ON A-6
TILE ROOF PRE NOTE 6 ON A-6. OR
SHINGLE ROOF PER NOTE 5 ON A-6
WOOD TRUSSES @ 24" O.C. (TYPICAL)
DESIGNED BY DELEGATED TRUSS ENGINEER
FLASHING AND DRIP EDGE PER
NOTES IN TABLE 3 ON A-6
2X6 SUB FASCIA
PROVIDE VENTILATION
PER R806.1
DECORATIVE CEMENT
FINISH ON CONC. BLOCK
WALL ASTM C-926
1/2" DRYWALL W/ TEXTURED WALLS.
PRECAST LINTEL
SEE FRAMING PLAN
WINDOW BUCKS SEE
TABLE IN 2 ON A-6
DRYWALL CEILING PER
NOTE 9 TABLE 1 ON A-6
R-19 BATT INSULATION OVER
UN-CONDITIONED SPACES
POURED SOLID OR
PRECAST CONC. SILLS.
SET IN MORTAR
WINDOW, SEE SCHEDULE AND PLAN.
1X4 P.T. STRIP
(2) 2X8 LEDGER TOP @ 10'-0" W/ (2)
5/8" X 7-1/2" EXPANSION BOLTS @ 24"
O.C. STAGGERED MIN. 4" EMBEDMENT.
NUTS ON LEDGER SHALL BE SNUG
TIGHT PLUS 3/4 TURN. FASTEN LEDGER
PLIES PER DETAIL 10/S-1
8"X16" CONTIUOUS BOND BEAM
W/ (1) #5, GROUT 16" SOLID
8" X 8" X 16"
HOLLOW BLOCK
DECORATIVE CEMENT
FINISH ON CONC. BLOCK
WALL ASTM C-926
POURED SOLID OR
PRECAST CONC. SILLS.
SET IN MORTARWOOD BASE
1X2 P.T. FURRING STRIPS @ 24" O.C.
W/ INSULATION. (MIN R4.1)
SILL SET IN MORTAR
1/2" DRYWALL W/ TEXTURED WALLS.
PRECAST LINTEL
SEE FRAMING PLAN
WINDOW BUCKS SEE
TABLE IN 2 ON A-6
DRYWALL CEILING PER
NOTE 9 TABLE 1 ON A-6
WINDOW, SEE SCHEDULE AND PLAN.
1X4 P.T. STRIPVENTED SOFFIT SHALL
EET R703.1.2.1
EMBEDDED STRAP AT EACH
TRUSS PER ROOF FRAMINGPLAN
BLOCKING AT EVERY OTHER
TRUSS PER 12/S-1
GRADE
CONCRETE FOOTING SEE
FOUNDATION PLAN FOR
SIZE AND REINFORCING
WOOD BASE
1X2 P.T. FURRING STRIPS @ 24" O.C.
W/ INSULATION. (MIN R4.1)
4" CONC. SLAB 2,500 P.S.I.
W/ 6X6 #10/10 W.W.M. REINFORCING
OVER 6 MIL. VISQUEEN BARRIER
W/ TERMITE TREATED MECHANICALLY
COMPACTED FILL @ 95%.
8" X 8" X 16"
HOLLOW BLOCK
(2) 2X8 LEDGER TOP @ 10'-0" W/ (2)
5/8" X 7-1/2" EXPANSION BOLTS @ 24"
O.C. STAGGERED MIN. 4" EMBEDMENT.
NUTS ON LEDGER SHALL BE SNUG
TIGHT PLUS 3/4 TURN. FASTEN LEDGER
PLIES PER DETAIL 10/S-1
8"X16" CONTIUOUS BOND BEAM
W/ (1) #5, GROUT 16" SOLID
3/4" PLYWOOD FLOORING
ON FLOOR TRUSSES,
SEE TABLE 7 ON A-6
2X2 P.T. FURRING STRIPS @ 16" O.C.
W/ INSULATION. (MIN R4.1)
HORIZONTAL JOINT
REINFORCEMENT @ 16" O.C.
#5 VERTICAL IN GROUTED CELL @ 7'-4"
O.C. MAX @ INTERIOR WALL ONLY
WOOD BASE
EDGE NAIL FLOOR SHEATHING
TO BLOCKIING TYPICAL
3/4" PLYWOOD FLOORING
ON FLOOR TRUSSES,
SEE TABLE 7 ON A-6
2 HR FIRE RATED MASONRY
PER TABLE 2 ON A-4.1
HORIZONTAL JOINT
REINFORCEMENT @ 16" O.C.
#5 VERTICAL IN GROUTED CELL @ 7'-4"
O.C. MAX @ INTERIOR WALL ONLY
FIRE RETARDANT TREATED PLYWOOD
4'-0"
FIRE RETARDANT TREATED PLYWOOD
4'-0"
8d RING NAILS @ 6" O.C.
TO SHEARWALL.
2"X4" S.P.F. #2 STUDS 16"
O.C. SEE UL#U301.
SHEAR CONNECTION 2"X4" PT
#2 BASE PLATE W/ 8d CASE
HARDENED NAILS @ 6" O.C..
8"X8" BOND BEAM W/
(1) #5 REBAR CONT.
FIRE CAULK
FIRE CAULK FIRE CAULK
DRYWALL CEILING PER NOTE
9 ON TABLE 1 ON A-6
DOUBLE TOP PLATE
(2) LAYERS OF 5/8" TYPE
"X" DRYWALL EA. SIDE
GYP BOARD SHEARWALL, THICKNESS,
PLIES & FASTENING SAME AS 301
DETAIL. NO BLOCKING AT JOINTS.
CONCRETE FOOTING SEE
FOUNDATION PLAN FOR SIZE AND
REINFORCING.
4" CONC. SLAB 3,000 P.S.I.
W/ 6X6 #10/10 W.W.M. REINFORCING
OVER 6 MIL. VISQUEEN BARRIER
W/ TERMITE TREATED MECHANICALLY
COMPACTED FILL @ 95%.
GRADE
W
WOOD BASE
1X2 P.T. FURRING STRIPS @ 24" O.C.
W/ INSULATION. (MIN R4.1)
8" X 8" X 16"
HOLLOW BLOCK
SILL SET IN MORTAR
DECORATIVE CEMENT
FINISH ON CONC. BLOCK
WALL ASTM C-926
1/2" DRYWALL W/ TEXTURED WALLS.POURED SOLID OR
PRECAST CONC. SILLS.
SET IN MORTAR
WINDOW, SEE SCHEDULE AND PLAN.
SEE ENERGY CODE FOR
INSULATION R-VALUES
ROOF SHEATHING PER SCHEDULE 2/S-1,
AND PER NOTES IN TABLE 3 ON A-6
TILE ROOF PRE NOTE 6 ON A-6. OR
SHINGLE ROOF PER NOTE 5 ON A-6
WOOD TRUSSES @ 24" O.C. (TYPICAL)
DESIGNED BY DELEGATED TRUSS ENGINEER
FLASHING AND DRIP EDGE PER
NOTES IN TABLE 3 ON A-6
2X6 SUB FASCIA
PROVIDE VENTILATION
PER R806.1
PRECAST LINTEL
SEE FRAMING PLAN
WINDOW BUCKS SEE
TABLE IN 2 ON A-6
DRYWALL CEILING PER
NOTE 9 TABLE 1 ON A-6
1X4 P.T. STRIPVENTED SOFFIT SHALL
EET R703.1.2.1
EMBEDDED STRAP AT EACH
TRUSS PER ROOF FRAMINGPLAN
BLOCKING AT EVERY OTHER
TRUSS PER 12/S-1
8"X16" CONTIUOUS BOND BEAM
W/ (1) #5, GROUT 16" SOLID
MIN
.
4"
MIN
.
1'-4
"
D
PROVIDE TERMITE TREATMENT
WITH "BORA CARE"
ROOF SHEATHING PER SCHEDULES
AND PER NOTES ON TABLE 3 ON A-6
ROOF FINISHING PER PLAN
WOOD TRUSSES @ 24" O.C. (TYPICAL)
DESIGNED BY DELEGATED TRUSS ENGINEER
STRAP AT TRUSS PER
ROOF FRAMING PLAN
FLASHING AND DRIP EDGE PER
NOTES IN TABLE 3 ON A-6
BEAM PER
FRAMING PLAN
CEILING ON LANAI PER NOTE
10 IN TABLE 1 ON A-6
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
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3/4" = 1'-0"
DOOR JAM TO BLOCK DETAIL
3/4" = 1'-0"
GARAGE DOOR JAM DETAIL
3/4" = 1'-0"
SL. GL. DR. JAM TO BLOCK DETAIL
3/4" = 1'-0"
WINDOW JAM TO BLOCK DETAIL
1/2" = 1'-0"
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LANAI/ ENTRY ROOF ASSEMBLY1
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F42
F42
F42F42 F42 F42
F42
F42
B-BM3
B-B
M1
B-BM2
B-BM4
B-BM3
B-B
M1
B-BM2
B-BM4
B-BM3
B-B
M1
B-BM2
B-BM4
B-BM3
B-B
M1
B-BM2
B-BM4
A-B
M1
A-BM3
A-BM2
A-B
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A-BM3
A-BM2
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i87
57
i88
31
i90
38
i88
58
i87
61
i88
28
i89
26
i89
67
i89
68
i88
15
J1-22 (4)
J10-24 (3)J11-23 (2)J10-24 (2)
J6-25 (3)J7-25 (3)J8-25 (3)J7-25 (2)
H1
H3
H2
H2
H3
i87
42
i89
12
i90
30
i88
16
J1
3-2
2
i883
7
i874
7
i877
6
i87
49
i88
12
i878
2
i875
2
i90
22
i87
54
J5
-4i8
90
7J3
-11
i90
06
i87
57
i88
31
i90
38
i88
58
i87
61
i88
28
i89
26
i89
67
i87
65
i88
15
J1-22 (4)
J10-24 (2)J10-24 (3) J11-23 (2)
J6-25 (3) J7-25 (2)J7-25 (3) J8-25 (3)
H3
H1
H2
H2
H3
i88
75
i89
81
i89
89
i88
78
i90
26
i89
98
i88
81
i88
82
i89
10
i90
27
i89
93
i90
19
i88
87
i88
88
i89
30
i89
23
i88
91
i88
92
i89
87
J2-1
1
i90
11i8
91
4 i89
29
i90
41
i90
21
i88
99
i89
69
i89
69
i89
13
i89
03
i89
28
i90
44
i90
51
J14-22 (5)
J12-23 (3)
J15-21 (6)
J9-25 (7)
J4-7 (10)
H3
H1
H2
H2
i88
75
i89
81
i89
33
i88
78
i89
35
i89
98
i90
15
i88
82
i89
72
i90
27
i89
93
i90
19
i88
87
i88
88
i89
30
i89
23
i88
91
i88
92
i89
87
J2-1
1
i90
11i8
91
4i89
29
i90
41
i90
21
i88
99
i89
69
i89
69
i89
13
i89
03
i89
28
i90
44
i90
51
J14-22 (5)
J12-23 (3) J15-21 (6)
J9-25 (7)
J4-7 (10)
H3
H2
H2
H1
H8
H1
H6
H7
H5
H6
H1
H3
H9
H3
H9
H7
H5
H1
H6
H9H9
H5
H8
H5
H7
H8
H1
H6
H3
H8
H7
H3
H1
H8
H7
H4
H5
H5
H4
H1
H8
H7
No
So
ln.
No
So
ln.
No
So
ln.
No
Soln
.
No
So
ln.
No
So
ln.
No
So
ln.
No
So
ln.
No
So
ln.
No
So
ln.
No
So
ln.
No
So
ln.
F27-D
F27-DF27-D F27-D F27-D
F27-D
F27-D
F27-D
F27-DF27-D
F27-DF27-D
F27-DF27-D
F27-D
F27-D
1' 2"
1'7
3/1
6"
1'2
9/1
6"
1'4
7/8
"
1'7
3/1
6"
1'7
3/1
6"
1'7
3/1
6"
1'0
9/1
6"
1'7
3/1
6"
1'7
3/1
6"
1'7
3/1
6"
1' 8 3/8"
1'4
7/8
"
1'7
3/1
6"
1'7
3/1
6"
1'0
"
1'0
5/8
"
1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"
1'7
3/1
6"
3'6
13
/16
"1
0'9
5/8
"
3' 4 11/16"
1'8
5/1
6"
1'8
5/1
6"
9'0
"8
'9"
10
'0"
7'3
"
1' 2"
1'7
3/1
6"
1'2
9/1
6"
1'4
7/8
"
1'7
3/1
6"
1'7
3/1
6"
1'7
3/1
6"
1'0
9/1
6"
1'7
3/1
6"
1'7
3/1
6"
1'7
3/1
6"
1' 8 3/8"
1'4
7/8
"
1'7
3/1
6"
1'7
3/1
6"
1'0
"
1'0
5/8
"
1' 4" 1' 4" 1' 4" 1' 4" 1' 4" 1' 4" 1' 4"
1'7
3/1
6"
3'6
13
/16
"1
0'9
5/8
"
3' 4 11/16"
1'8
5/1
6"
1'8
5/1
6"
9'0
"8
'9"
10
'0"
7'3
"
1' 2"
1'7
3/1
6"
1'2
9/1
6"
1'4
7/8
"
1'7
3/1
6"
1'7
3/1
6"
1'7
3/1
6"
1'0
9/1
6"
1'7
3/1
6"
1'7
3/1
6"
1'7
3/1
6"
1' 8 3/8"
1'4
7/8
"
1'7
3/1
6"
1'7
3/1
6"
1'0
"
1'0
5/8
"
1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"
1'7
3/1
6"
3'6
13
/16
"1
0'9
5/8
"
3' 4 11/16"
1'8
5/1
6"
1'8
5/1
6"
9'0
"8
'9"
10
'0"
7'3
"
1' 2"
1'7
3/1
6"
1'2
9/1
6"
1'4
7/8
"
1'7
3/1
6"
1'7
3/1
6"
1'7
3/1
6"
1'0
9/1
6"
1'7
3/1
6"
1'7
3/1
6"
1'7
3/1
6"
1' 8 3/8"
1'4
7/8
"
1'7
3/1
6"
1'7
3/1
6"
1'0
"
1'0
5/8
"
1' 4" 1' 4" 1' 4" 1' 4" 1' 4" 1' 4" 1' 4"
1'7
3/1
6"
3'6
13
/16"
10
'95
/8"
3' 4 11/16"
1'8
5/1
6"
1'8
5/1
6"
9'0
"8
'9"
10
'0"
7'3
"
11'5
7/1
6"
11'1
7/1
6"
1'1
13
/16
"
1'7
5/1
6"
1'1
5/1
6"
1'7
3/1
6"
1'7
3/1
6"
1'7
3/1
6"
2' 0"1' 8 3/8"1' 8 1/8"2' 0"2' 0"
61
/2"
1'5
1/8
"
1'7
3/1
6"
2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"
1'5
3/1
6"
10
7/8
"
1'7
3/1
6"
1'7
3/1
6"
1'1
5/1
6"
1'7
3/1
6"
1'7
3/1
6"
1'7
3/1
6"
2' 0"1' 8 3/8"1' 8 1/8"2' 0"2' 0"
61
/2"
1'3
3/4
"
1'7
7/1
6"
1'7
3/1
6"
1'7
3/1
6"
1'7
3/1
6"
1'6
1/1
6"
1'2
13
/16"
1'7
3/1
6"
1'7
3/1
6"
1'5
3/1
6"
81
3/1
6"
5'0
"1
0'4
5/8
"5'1
1/1
6"
7'9
3/8
"
11'5
7/1
6"
11'1
7/1
6"
1'1
13
/16
"
1'7
5/1
6"
1'1
5/1
6"
1'7
3/1
6"
1'7
3/1
6"
1'7
3/1
6"
2' 0" 1' 8 3/8" 1' 8 1/8" 2' 0" 2' 0"
61
/2"
1'5
1/8
"
1'7
3/1
6"
2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"
1'5
3/1
6"
10
7/8
"
1'7
3/1
6"
1'7
3/1
6"
1'1
5/1
6"
1'7
3/1
6"
1'7
3/1
6"
1'7
3/1
6"
2' 0" 1' 8 3/8" 1' 8 1/8" 2' 0" 2' 0" 61
/2"
1'3
3/4
"
1'7
7/1
6"
1'7
3/1
6"
1'7
3/1
6"
1'7
3/1
6"
1'6
1/1
6"
1'2
13
/16"
1'7
3/1
6"
1'7
3/1
6"
1'5
3/1
6"
81
3/1
6"
5'0
"1
0'4
5/8
"5'1
1/1
6"
7'9
3/8
"
1/4 of beam depth maximum.
may be required per governing codeNote: Ledger for sheathing nailing
LVL beamVersa-Lam
Joist hanger
®
F12
Backer Blocks
4'-0" Filler Blocking Header
2'-0"
2'-0"
F17-A
Boise BCI Joist
Ledger
joist hanger
®
Use only connectors approved for ledger wood treatment.Ledger attachment to wall by others.Ledger width shall exceed specified hanger nail length.
F27-D Face mount
Center cut over bearing.Field Cut Boise Joist top flange and web after installation.
Minimum 3-1/2" bearing width
Centered at cut.Boise Joist BlockingF42
Backer block shall be tightto top of bottom flange with1/4"-2" gap at bottom of top
to bottom of top flange withBacker block shall be tight
flange.1/4"-2" gap at top of bottom
flange.
"Face Mount""Top Mount"
Backer Block
1/4"-2" gap
F16-D
(see chart)Filler Block
Contact Boise EWP Engineering for specific conditions.Connection valid for all applications.
Nailing 12" OCWeb-Filler
ConnectionDouble BCI Joist®
F58-B
6500s 1.8
90 2.0
60 2.0
Backer and Filler Block Dimensions
Filler Block Thickness
3/4" or 7/8"5000s 1.8
6000s 1.8
wood panels
BCI JoistSeries
®
ThicknessBacker Block
wood panels
wood panels
wood panels
1-1/8" or two 1/2"
2 x __ lumber
1-1/8" or two 1/2"
1-1/8" or two 1/2"
Two 3/4" wood panels or 2 x __
2 x __ + 5/8" or 3/4" wood panel
2 x __ + 5/8" or 3/4" wood panel
2 x __ + 5/8" or 3/4" wood panel
Double 2 x __ lumber
Accessories
PlotID Net Qty Product Length Plies
12 Web Stiffeners (16" BCI® 4500s-1.8) 1
204 Web Stiffeners (16" BCI® 60s-2.0) 1
Products
PlotID Net Qty Product Length Plies
J1-22 16 16" BCI® 4500s-1.8 22' 0" 1
J2-11 2 16" BCI® 4500s-1.8 11' 0" 1
J3-11 4 16" BCI® 4500s-1.8 11' 0" 1
J4-7 20 16" BCI® 4500s-1.8 7' 0" 1
J5-4 4 16" BCI® 4500s-1.8 4' 0" 1
J6-25 12 16" BCI® 60s-2.0 25' 0" 1
J7-25 20 16" BCI® 60s-2.0 25' 0" 1
J8-25 12 16" BCI® 60s-2.0 25' 0" 1
J9-25 14 16" BCI® 60s-2.0 25' 0" 1
J10-24 20 16" BCI® 60s-2.0 24' 0" 1
J11-23 8 16" BCI® 60s-2.0 23' 0" 1
J12-23 6 16" BCI® 60s-2.0 23' 0" 1
J13-22 4 16" BCI® 60s-2.0 22' 0" 1
J14-22 10 16" BCI® 60s-2.0 22' 0" 1
J15-21 12 16" BCI® 60s-2.0 21' 0" 1
B-BM1 8 16" BCI® 4500s-1.8 25' 0" 2
A-BM1 4 16" BCI® 4500s-1.8 23' 0" 2
A-BM2 2 16" BCI® 4500s-1.8 4' 0" 1
B-BM2 4 16" BCI® 4500s-1.8 4' 0" 1
A-BM3 4 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP 8' 0" 2
B-BM3 8 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP 5' 0" 2
B-BM4 8 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP 4' 0" 2
Bk1 32 16" BCI® 4500s-1.8 2' 0" 1
Bk2 56 16" BCI® 4500s-1.8 1' 0" 1
Connector Summary
PlotID Qty Manuf Product Flange Supported Mbr Fasteners Top Nails Supporting Mbr Fasteners Backer Blocks Web Stiff Skew Slope Supporting Mtl Supported Mtl
H1 42 Simpson ITS1.81/16 None 2- Strong-Grip 4- 10d 2- 10d No No - - DIMENSION_LUMBER_DF 16" BCI® 4500s-1.8
H2 36 Simpson ITS2.37/16 None 2- Strong-Grip 4- 10d 2- 10d No No - - SCL 16" BCI® 60s-2.0
H3 94 Simpson ITS2.37/16 None 2- Strong-Grip 4- 10d 2- 10d No No - - DIMENSION_LUMBER_DF 16" BCI® 60s-2.0
H4 2 Simpson ITS3.56/16 None 2- 10dx1.5 4- 10d 2- 10d No Yes - - SCL 2- 16" BCI® 4500s-1.8
H5 6 Simpson ITS3.56/16 None 2- 10dx1.5 4- 10d 2- 10d No Yes - - DIMENSION_LUMBER_DF 2- 16" BCI® 4500s-1.8
H6 4 Simpson IUS1.81/11.88 None 2- 10dx1.5 - 10- 10d No Yes - - SCL 16" BCI® 4500s-1.8
H7 6 Simpson IUS1.81/11.88 None 2- 10dx1.5 - 10- 10d 2 and Filler Yes - - SCL 16" BCI® 4500s-1.8
H8 6 Simpson IUS1.81/11.88 None 2- 10dx1.5 - 10- 10dx1.5 2 Yes - - SCL 16" BCI® 4500s-1.8
H9 4 Simpson IUS3.56/11.88 None 2- 10dx1.5 - 12- 10d No No - - SCL 2- 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP
ALL ACCESSORIES ARE BY OTHERS
NO
TE
:A
LL
ME
AS
UR
EM
EN
TS
TO
BE
VE
RIF
IED
INT
HE
FIE
LD
.
12-18-2019 B.H.
Revisions:
7-26-2019
BY:
B.H.
(c) All values in the table above may be increased 15% for snow
(b) Design values apply to common bolts (grade A&B, 1 or 2)
(a) 7" wide members must be loaded from both sides.
Bolt (b)1/2" dia.
Side Loaded Connection
Double & triple 1-3/4" Versa-Lam
Staggered
Bolt Spacing
2" min.
N/A17158552
loaded roofs and 25% for non-snow load roofs where code allows.
Use flat washers each side and drill holes 1/2" dia.
24" o.c.
( lbs. per lin. ft. )
Max. Uniform Load
3-1/2" Versa-Lam
1-3/4" Versa-Lam
Number ofMembers
4 (a)
3
335
375
2 505
1/2" dia. Bolt (b)
1345
1515
2020
6" o.c.
670
755
12" o.c.
1010
®
®
®
B12-B
Boise I-Joist can be offset up to 3" to avoid vertical plumbing.
Joist
3" max
CL Joist
3" max
CL
OJ-A Note: Sheathing shallnot span greater than rating
cut, notch or drill flangesDO NOTDN01
CUSTOMER APPROVAL:
DATE:__________ SIGNED:____________________________
PRINTED: ___________________________
CUSTOMER MUST REVIEW ALL DETAILS, DIMENSIONS, AND CONDITIONS BEFORE SIGNING THISFOR FINAL RELEASE. ONLY THE ITEMS SHOWN/LISTED WILL BE PROVIDED U.O.N.
LBW = Load Bearing Wall
Sc
osta
Co
rpo
rati
on
DR
Hort
on
Hom
es
Mead
ow
ood
Tow
nhom
es
-S
ixU
nit-
DIX
IEP
LY
WO
OD
OR
LA
ND
O/
TA
MP
A,
FL
BC FRAMER
8.2.4.272Scale: as noted
N.T.S.Date: 3/27/2019
By: BILL HEINE
File:REVISED FLOOR
SCOSTA-DR HORTONMEADOWOOD TOWNHOMES
Sheet: 1/1
UNIT AUNIT B
UNIT AUNIT B UNIT B UNIT B
6 UNIT MATERIAL LISTS
****************IMPORTANT INFORMATION*******************
NOTE: NEVER CUT HOLES IN VERSA-LAM OR GLUE-LAM BEAMS.AVOID CUTTING TOP AND BOTTOM FLANGES OFANY BCI-JOIST
IMPORTANTDIXIEPLY HAS PREPARED THIS JOIST PLACEMENTPLAN EXCLUSIVELY FOR BCI JOIST & VERSA-LAM LVLDEALERS.THIS PLAN APPLIES EXCLUSIVELY TO THE USE OF BOISE CASCADEBCI JOIST AND VERSA-LAM LAMINATED VENEER LUMBER IN THEBUILDING SYSTEM.BOISECASCADE AND DIXIEPLY WILL NOT ACCEPT RESPONCIBILITYFOR THE PERFORMANCE OF ANY PRODUCT SUBSTITUTED FORTHOSE SPECIFIED ON THIS PLAN
NOTE: BCI JOIST CAN MOVE 2" TO 3" FOR PLUMBING
NOTE: ALL 2ND STORY WALLS W/OUT BLOCKINGBELOW ARE NOT TO BE USED AS LOAD BEARINGWALLS. WALLS W/ BLOCKING MAY BE USED ASLOAD BEARING. BUT MUST AVOID ANY CONCEN-TRATED LOADS.
NOTE: RECOMMENDED A/C HOLE IS IN CENTER LINEOF 2 WALLS
NOTES1.ALL CONNECTORS TO BE SIMPSON CONNECTORS. NO SUBSTITUTIONS
ARE ALLOWED.2.DESIGN LOADS & JOIST AND BEAM SIZES ARE FOR THE
SPECIFIED BOISE CASCADE ENGINEERED WOOD PRODUCTSONLY. ANY USE OF THIS DRAWING WITH MATERIALS OTHERTHAN THOSE SPECIFIED HEREIN IS STRICTLY PROHIBITIED.NO SUBSTITUTIONS ALLOWED.
3.FLOOR LOADING 40PSF LIVE AND 15 DEAD - U.O.N.4.LATERAL BRACING IS REQUIRED ALONG THE BOTTOM FLANGES
OF BCI JOIST @ 8'-0"o.c.IF A RIGID CEILING IS NOT APPLIED.5.DIXIEPLYWOOD & LUMBER CO. BEARS NO RESPOSIBILITY FOR THE
PERFORMANCE OF ANY SUBSTITUTIONS OR ALTERNATE PRODUCTS.
MARKEF-1
MFG.AIR KING
MODELAS50MBG
TYPECEILING
C.F.M.50
S.P..25
H.P.0.5 AMPS
R.P.M.- - - -
VOLT.120
CURBNO
B.D.D.YES SWITCH WITH LIGHTS
REMARKS
EXHAUST FAN SCHEDULE
MARKMETALAIRE
MFG.LMH
MODEL DIRECTION NOTES
SUPPLY AIR DISTRIBTION SCHEDULE
1234
LMHLMHLMH
SIZE
14x812 x 610 x 68 x 4 1 WAY
1 WAY1 WAY1 WAY
METALAIREMETALAIREMETALAIRE
LEGENDREVISION # 1 MOTORIZED
DAMPER MD
FLEZIBLE DUCT
WALL CAPREFRIGERANT LINES REF
THERMOSTAT
DIFFUSER, REGISTER, OR GRILLESYMBOL, LETTER DENOTES TYPE,LOWER NUMBER INDICATES CFM
CEILINGEXHAUST FAN
FLUSH MOUNTSUPPLY DIFFUSER
SIDEWALLDIFFUSER
IN-LINEEXHAUST FAN EF - #
EF - #
FLUSH MOUNTRETURN GRILLE
ABBREVIATIONSINSUL INSULATIONKW KILOWATTMFG. MANUFACTURERTMBH TOTAL BTUH X 1000MECH MECHANICALNFPA NATIONAL FIRE PROTECTION ASSOCIATIONOA OUTSIDE AIRRA RETURN AIRREFG. REFRIGERANTREQ'D REQUIREDSA SUPPLY AIRSBCCI SOUTHERN BUILDING CODE CONGRESS INTERNATIONALSMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATIONSP STATIC PRESSURETSTAT THERMOSTATUL UNDERWRITERS LABRATRORIESVOL VOLUMEW/ WITHW/0 WITHOUTO ROUNDA/C AIR CONDITIONINGAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITASHRAE AMERICAN SOCIETY OF HEATING, FEFRIGERATING, AND AIR CONDITIONING ENGINEERSBTUH BRITISH THERMAL UNITS PER HOURCD CONDENSATE DRAINCFM CUBIC FEET PER MINUTECLG CEILINGCU CONDENSING UNITDPR DAMPERDWG DRAWINGEF EXHAUST FANESP EXTERNAL STATIC PRESSUREEXH EXHAUSTFD FIRE DAMPERHVAC HEATING VENTILATING AND AIR CONDITIONING
THERMOSTAT SENSOR
GROUND MOUNTED UNITS SHALL BE ANCHORED WITH #14STAINLESS STEEL SCREWS WITH GASKETED WASHERS ACCORDINGTO THE FOLLOWING:1. UNITS WITH SIDES LESS THAN 12 INCHES: ONE SCREW EACH SIDE.2. UNITS BETWEEN 12 AND 24 INCHES, TWO SCREWS EACH SIDE.3. UNITS BETWEEN 24 AND 36 INCHES, THREE SCREWS EACH SIDE.4. UNITS GREATER THAN 36 INCHES OR 5 TONS, ANCHORAGE SHALLBE INSTALLED IN ACCORDANCE WITH CURRENT FBC SECTION 301.15.
CONDENSINGUNIT
NEOPRENEVIBRATIONISOLATORS
STAINLESS ORGALVANIZEDSTEEL STRAPSECURED TOPAD AND UNIT4" CONCRETESUPPORT PAD
1. PRICE IS AN ACCEPTABLE ALTERNATE MANUFACTURER.
1111
MARK MODEL CFM O.A. VOLTAGE MCA SEER SENS. CAP. TOTAL CAP. EAT WGT. HSPF KW FUSE NOTESMECHANICAL EQUIPMENT SCHEDULE
1. Provide manufacturers programmable thermostat.2. Size refrigerant piping to meet the manufacturers recommendations.
A/H_1,6
C/U_1,6
FB4CNP030L 955 - - - - 208/240/1/60 26.0/28.4 14.0 20.0 28.6 80/67 122 8.2 5.0 30/30 1, 2
CH14NB030 - - - - - - - - 208/240/1/60 18.3 14.0 95 180 8.2 - - - - 30 - - - -- - - - 28.6
A/H_2,3,4,5 FB4CNP024L 1, 2597 - - - - 208/240/1/60 25.5/26.5 14.0 12.5 17.9 80/67 120 8.2 5.0 30/30
C/U_2,3,4,5 CH14NB018 - - - - - - - - 208/240/1/60 11.8 14.0 95 140 8.2 - - - - 20 - - - -- - - - 17.9
MARK MFG. MODEL DIRECTION NOTES
RETURN/TRANSFER AIR DISTRIBTION SCHEDULE
EF
RH-1DGSF
SIZE
18 x 1830 x 10 TRANSFER
RETURN
METALAIREMETALAIRE
1. PRICE IS AN ACCEPTABLE ALTERNATE MANUFACTURER.
11
AB
RH-1RH-1 16 x 16
14 x 14 TRANSFERTRANSFER
METALAIREMETALAIRE
11
CD
RH-1RH-1 24 x 6
20 x 6 TRANSFERTRANSFER
METALAIREMETALAIRE
11
G DGSF 24 x 18 RETURNMETALAIRE 1
SHEET#
PLAN:
SCALE:
CHECKED BY:
REVISED:
CS
DATE:
DRAWN BY:KM
BUIL
DING
21_L
OTS:
121-
126
AD
DR
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5025
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21/1
5017
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13/1
5009
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05
SUB
DIVI
SION
: MEA
DOW
OOD
FCD
JOB
# 11
549
02-10-20
MEA
DOW
OOD
6 UNI
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WNH
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A-B-
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B-A
Spel
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6296
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M-1
NOTES/DETAILS
WHHB
2 31 4 5 6 7
GARAGE
KITCHEN
GREAT ROOM
LANAI
GREAT ROOM
LANAI
KITCHEN
GARAGE
1/2BATH
1/2BATH
FOYER
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LANAI
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1/2BATH
FOYER
GREAT ROOM
LANAI
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GARAGE
1/2BATH
FOYER
GREAT ROOM
LANAI
KITCHEN
GARAGE
1/2BATH
FOYER
GARAGE
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GREAT ROOM
LANAI
1/2BATH
PANTRYPANTRYPANTRYPANTRY
PANTRY PANTRY
DW
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FOYERFOYER
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ENTRY ENTRY ENTRY ENTRY
ENTRY
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WH WHWHWH
WH
FLASHING
GOOSE NECK W/ SCREEN: BATH EXHAUST
FLASHING
GOOSE NECK, BACKDRAFT DAMPER,NO SCREEN: DRYER EXHAUST
ROOFING
ROOFING
N.T.S.
N.T.S.
NOTE: DRYER EXHAUSTS SHALL BEINDEPENDENT OF ALL OTHER SYSTEMSAND BE INSTALLED IN ACCORDANCEWITH FPC 2017 SECTION 504.
DRYER VENT THRU ROOF DETAIL
METAL EXHAUST DUCT (UP THROUGHROOF) SEE FLOOR PLANS FOR DUCT SIZE.
BATH EXHAUST VENT THRU ROOF DETAIL
METAL EXHAUST DUCT (UP THROUGHROOF) SEE FLOOR PLANS FOR DUCT SIZE.
SHEET#
PLAN:
SCALE:
CHECKED BY:
REVISED:
CS
DATE:
DRAWN BY:KM
BUIL
DING
21_L
OTS:
121-
126
AD
DR
ESSE
S: 1
5025
/150
21/1
5017
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13/1
5009
/150
05
SUB
DIVI
SION
: MEA
DOW
OOD
FCD
JOB
# 11
549
02-10-20
MEA
DOW
OOD
6 UNI
T TO
WNH
OUSE
A-B-
B-B-
B-A
Spel
man
Eng
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ring,
Inc.
6296
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19
3/16" = 1'-0"
M-2
1ST FLOOR HVAC
2 31 4 5 6 7
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
BEDROOM #3
BEDROOM #2
MASTER SUITE
LOFT
WIC WIC
WIC
MASTERBATH
MASTERBATH
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
WIC
MASTERBATH
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
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MASTERBATH
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
WIC
MASTERBATH
BEDROOM #3
BEDROOM #2
MASTER SUITE
LOFT
WICWIC
MASTERBATH
LAUNDRY
BATH #2
BATH #2
LAUNDRY
A/H
A/H
A/HA/HA/H
A/H
LAUND
RY
LAUND
RY
LAUND
RY
LAUND
RYD
OW
N
DO
WN
DO
WN
DO
WN
DO
WN
DO
WN
8'-0" FLAT CEILING
SHEET#
PLAN:
SCALE:
CHECKED BY:
REVISED:
CS
DATE:
DRAWN BY:KM
BUIL
DING
21_L
OTS:
121-
126
AD
DR
ESSE
S: 1
5025
/150
21/1
5017
/150
13/1
5009
/150
05
SUB
DIVI
SION
: MEA
DOW
OOD
FCD
JOB
# 11
549
02-10-20
MEA
DOW
OOD
6 UNI
T TO
WNH
OUSE
A-B-
B-B-
B-A
Spel
man
Eng
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ring,
Inc.
6296
CO
RPO
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BG A
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FOR
T M
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19
3/16" = 1'-0"
M-3
2ND FLOOR HVAC
SHEET#
PLAN:
SCALE:
CHECKED BY:
REVISED:
CS
DATE:
DRAWN BY:KM
BUIL
DING
21_L
OTS:
121-
126
AD
DR
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S: 1
5025
/150
21/1
5017
/150
13/1
5009
/150
05
SUB
DIVI
SION
: MEA
DOW
OOD
FCD
JOB
# 11
549
02-10-20
MEA
DOW
OOD
6 UNI
T TO
WNH
OUSE
A-B-
B-B-
B-A
Spel
man
Eng
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Inc.
6296
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FOR
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19
NONE
P-1
NOTES/DETAILS
2 31 4 5 6 7
GARAGE
KITCHEN
GREAT ROOM
LANAI
GREAT ROOM
LANAI
KITCHEN
GARAGE
1/2BATH
1/2BATH
FOYER
GREAT ROOM
LANAI
KITCHEN
GARAGE
1/2BATH
FOYER
GREAT ROOM
LANAI
KITCHEN
GARAGE
1/2BATH
FOYER
GREAT ROOM
LANAI
KITCHEN
GARAGE
1/2BATH
FOYER
GARAGE
KITCHEN
GREAT ROOM
LANAI
1/2BATH
PANTRYPANTRYPANTRYPANTRY
PANTRY PANTRY
DW
DWDWDWDW
FOYERFOYER
ENTRY
ENTRY ENTRY ENTRY ENTRY
ENTRY
UP
UP UPUP UP
UP
DW
SHEET#
PLAN:
SCALE:
CHECKED BY:
REVISED:
CS
DATE:
DRAWN BY:KM
BUIL
DING
21_L
OTS:
121-
126
AD
DR
ESSE
S: 1
5025
/150
21/1
5017
/150
13/1
5009
/150
05
SUB
DIVI
SION
: MEA
DOW
OOD
FCD
JOB
# 11
549
02-10-20
MEA
DOW
OOD
6 UNI
T TO
WNH
OUSE
A-B-
B-B-
B-A
Spel
man
Eng
inee
ring,
Inc.
6296
CO
RPO
RAT
E C
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RT
BG A
SU
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201
FOR
T M
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339
19M
AILI
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BO
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341
19
3/16" = 1'-0"
P-2
1st FLOOR PLUMBING
2 31 4 5 6 7
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
BEDROOM #3
BEDROOM #2
MASTER SUITE
LOFT
WIC WIC
WIC
MASTERBATH
MASTERBATH
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
WIC
MASTERBATH
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
WIC
MASTERBATH
MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
WIC
MASTERBATH
BEDROOM #3
BEDROOM #2
MASTER SUITE
LOFT
WICWIC
MASTERBATH
LAUNDRY
BATH #2
BATH #2
LAUNDRY
A/H
A/H
A/HA/HA/H
A/H
LAUND
RY
LAUND
RY
LAUND
RY
LAUND
RYD
OW
N
DO
WN
DO
WN
DO
WN
DO
WN
DO
WN
8'-0" FLAT CEILING
SHEET#
PLAN:
SCALE:
CHECKED BY:
REVISED:
CS
DATE:
DRAWN BY:KM
BUIL
DING
21_L
OTS:
121-
126
AD
DR
ESSE
S: 1
5025
/150
21/1
5017
/150
13/1
5009
/150
05
SUB
DIVI
SION
: MEA
DOW
OOD
FCD
JOB
# 11
549
02-10-20
MEA
DOW
OOD
6 UNI
T TO
WNH
OUSE
A-B-
B-B-
B-A
Spel
man
Eng
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ring,
Inc.
6296
CO
RPO
RAT
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BG A
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FOR
T M
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341
19
3/16" = 1'-0"
P-3
2nd FLOOR PLUMBING
BEDROOM #3
BEDROOM #2
MASTER SUITE
LOFT
WIC WIC
MASTERBATH
LAUNDRY
BATH #2
A/H
DO
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3
3
33
TV
TV
TV
TV
EXH. FANW/ LIGHT
EXH. FANW/ LIGHT
A/C DISCONNECT
PRE-WIRE FOR FAN
PRE-WIREFOR FAN
PRE-WIREFOR FAN
PRE-WIREFOR FAN
SCD
SD
SD
SD
SCD TO SWITCHON 1STFLOOR
GFI
GFI
GFI
J
ELECTRICAL NOTES:
ALL OUTLETS IN WET AREAS AND ALL
ALL ELECTRIC, ELECTRICAL EQUIPMENT AND APPLIANCES TO BE SET ATOR ABOVE BASE FLOOD ELEVATIONS PLUS 1'-0" FREEBOARD.
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
EXTERIOR OUTLETS TO BE GFI'S.
NOTE: NOT ALL SYMBOLS ARE USED FOR THIS
PROJECT.
SURFACE MOUNTED CEILING LIGHT
TELEVISION RECEPTION OUTLET
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)
FLUSH MOUNTED 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
AFF
MS
AC/DC SMOKE DETECTOR TO BEINTERCONNECTED ANY RESIDENT HAVING AFOSSIL-BURNING HEATER OR APPLIANCE, AFIREPLACE, OR AN ATTACHED GARAGE SHALLHAVE AN OPERATIONAL CARBON MONOXIDEALARM INSTALLED WITHIN 10 FEET OF EACHROOM USED FOR SLEEPING PURPOSES. PERRULE 9B-3.04.72 SD (SMOKE DETECTOR)SCD (CARBON MONOXIDE/SMOKE)
SCD
T
LIGHTING SCHEDULE UNIT A
200 AMP SERVICE
TAGABCDEFGHIJKLMNOPQ
QUANTITY PRODUCT(5)(X)(X)(17)(4)(X)(X)(1)(X)(X)(X)(X)(X)(X)(X)(X)(X)
(FLUSH MOUNTED LT)(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)
RANGE (2) #6 THW. (1) #8N.(2) #8 + EG
AHU. (HT. & FAN)30 3 4 50
30 1 2 50
30 5 6 30
30 7 8 20
30 9 10 20
30 11 12 20
20 13 14 20
15 15 16 20
15 17 18 15
15 19 20 20
15 21 22 20
15 23 24 20
(2) #6 THW.COND. UNIT(2) #10
WATER HEATER 4.5 K.W.MAX (2) #10 TH.MICROWAVELIGHTINGLIGHTINGLIGHTINGRECEPT. CKT.RECEPT. CKT.
CLOTHES DRYER(3) #10 TW.SMALL APPLIANCE CKT.SMALL APPLIANCE CKT.DISPOSALDISHWASHER
REFRIGERATOR
PANEL SCHEDULE 'UNIT #1'
RECEPT. CKT.
BATHROOMS G.F.I. RECEPT.BATHROOMS
125 AMP. MCB ONLY 120/240 VOLT S/N24 CIRCUIT FLUSH MTD. LOAD CENTER (INDOOR)22,000 A.I.C. RATED
WH
GARAGE
KITCHEN
GREAT ROOM
LANAI
1/2BATH
PANTRY
FOYER
ENTRY
UP
DW
TV
T
3
3
3
DB
STUB OUT FORGARAGE DOOROPENER
TO LIGHTON 2NDFLOOR
GFIWP
GFI@ 42"A.F.F.
GFI
GFIGFI
GFI
GFI
EXH. FAN
GFIWP
KEYLESS
PRE-WIRE FOR FAN
PRE-WIREFOR FAN
GFI
GFIWP
GFIWP
AS INDICATED
E1.1
ELECTRICAL PLAN
1/4" = 1'-0"1ST FLOOR ELECTRICAL PLAN - UNIT A
1/4" = 1'-0"2ND FLOOR ELECTRICAL PLAN - UNIT A
UNIT A
SHEET#
PLAN:
SCALE:
CHECKED BY:
REVISED:
CS
DATE:
DRAWN BY:KM
BUIL
DING
21_L
OTS:
121-
126
AD
DR
ESSE
S: 1
5025
/150
21/1
5017
/150
13/1
5009
/150
05
SUB
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MASTER SUITE
BATH #3
BEDROOM #2
BEDROOM #3
WIC
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PRE-WIREFOR FAN
PRE-WIREFOR FAN
SCD
SD
SD
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GFI
GFI
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ELECTRICAL NOTES:
ALL OUTLETS IN WET AREAS AND ALL
ALL ELECTRIC, ELECTRICAL EQUIPMENT AND APPLIANCES TO BE SET ATOR ABOVE BASE FLOOD ELEVATIONS PLUS 1'-0" FREEBOARD.
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
EXTERIOR OUTLETS TO BE GFI'S.
NOTE: NOT ALL SYMBOLS ARE USED FOR THIS
PROJECT.
SURFACE MOUNTED CEILING LIGHT
TELEVISION RECEPTION OUTLET
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)
FLUSH MOUNTED 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
AFF
MS
AC/DC SMOKE DETECTOR TO BEINTERCONNECTED ANY RESIDENT HAVING AFOSSIL-BURNING HEATER OR APPLIANCE, AFIREPLACE, OR AN ATTACHED GARAGE SHALLHAVE AN OPERATIONAL CARBON MONOXIDEALARM INSTALLED WITHIN 10 FEET OF EACHROOM USED FOR SLEEPING PURPOSES. PERRULE 9B-3.04.72 SD (SMOKE DETECTOR)SCD (CARBON MONOXIDE/SMOKE)
SCD
T
LIGHTING SCHEDULE UNIT B
200 AMP SERVICE
TAGABCDEFGHIJKLMNOPQ
QUANTITY PRODUCT(5)(X)(X)(17)(4)(X)(X)(1)(X)(X)(X)(X)(X)(X)(X)(X)(X)
(FLUSH MOUNTED LT)(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)
RANGE (2) #6 THW. (1) #8N.(2) #8 + EG
AHU. (HT. & FAN)30 3 4 50
30 1 2 50
30 5 6 30
30 7 8 20
30 9 10 20
30 11 12 20
20 13 14 20
15 15 16 20
15 17 18 15
15 19 20 20
15 21 22 20
15 23 24 20
(2) #6 THW.COND. UNIT(2) #10
WATER HEATER 4.5 K.W.MAX (2) #10 TH.MICROWAVELIGHTINGLIGHTINGLIGHTINGRECEPT. CKT.RECEPT. CKT.
CLOTHES DRYER(3) #10 TW.SMALL APPLIANCE CKT.SMALL APPLIANCE CKT.DISPOSALDISHWASHER
REFRIGERATOR
PANEL SCHEDULE UNIT #2
RECEPT. CKT.
BATHROOMS G.F.I. RECEPT.BATHROOMS
125 AMP. MCB ONLY 120/240 VOLT S/N24 CIRCUIT FLUSH MTD. LOAD CENTER (INDOOR)22,000 A.I.C. RATED
GREAT ROOM
LANAI
KITCHEN
GARAGE
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GFI
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GFIWP
KEYLESS
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PRE-WIREFOR FAN
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GFIWP
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GFI
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E1.2
ELECTRICAL PLAN
1/4" = 1'-0"1ST FLOOR ELECTRICAL PLAN - UNIT B
1/4" = 1'-0"2ND FLOOR ELECTRICAL PLAN - UNIT B
UNIT B
SHEET#
PLAN:
SCALE:
CHECKED BY:
REVISED:
CS
DATE:
DRAWN BY:KM
BUIL
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21_L
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121-
126
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21/1
5017
/150
13/1
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05
SUB
DIVI
SION
: MEA
DOW
OOD
FCD
JOB
# 11
549
02-10-20
MEA
DOW
OOD
6 UNI
T TO
WNH
OUSE
A-B-
B-B-
B-A
Spel
man
Eng
inee
ring,
Inc.
6296
CO
RPO
RAT
E C
OU
RT
BG A
SU
ITE
201
FOR
T M
YER
S FL
339
19M
AILI
NG
: PO
BO
X 35
19 N
OR
TH F
OR
T M
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SPECIFICATIONS
DIVISION 16000 - ELECTRICAL
16000 - GENERAL:
1. ALL ELECTRICAL WORK FOR THE ENTIRE PROJECT SHALL BE PERFORMED IN A NEAT AND CRAFTSMANLIKE MANNER BYPERSONS SKILLED IN THE TRADE, AND SHALL BE DONE UNDER THE SUPERVISION OF A MASTER ELECTRICIAN LICENSED TO DO WORKIN THE AREA WHERE THE PROJECT IS TO BE CONSTRUCTED. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST COPYOF THE NATIONAL ELECTRIC CODE PRESENTLY ENFORCED AND AS ATTENDED TO BY LEE COUNTY, FLORIDA.
16100 - SCOPE:
1. THE PROJECT INCLUDES ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO PROVIDE A COMPLETE ELECTRICALINSTALLATION INCLUDING, BUT NOT LIMITED TO, POWER SERVICES (TEMPORARY, NORMAL, AND STAND-BY OR EMERGENCY),AUTOMATIC TRANSFER SWITCHES, SERVICE ENTRANCE(S), DISCONNECTS, DISTRIBUTION PANELS, CONDUIT, WIRING, JUNCTION ANDOUTLET BOXES, WIRING DEVICES AND COVER PLATES, LIGHTING FIXTURES, CONNECTION CHORDS, SPECIAL CONNECTIONS ANDOUTLETS, ALL AS ILLUSTRATED ON THE PLANS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES,UTILITY COMPANIES, AND GOVERNING AUTHORITIES.
2. THE ELECTRICAL CONTRACTOR TO FURNISH A MINIMUM 100 AMP SINGLE PHASE TEMPORARY SERVICE. POWER COMPANYFEES AND MONTHLY ELECTRIC BILL TO BE PAID BY THIS CONTRACTOR.
16110 - CODES:
1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ANSI, NFPA70, STATE OF FLORIDA LAWS, AND ALL LOCAL RULESAND REGULATIONS, INCLUDING THE NATIONAL ELECTRIC CODE 2014 AND THE 2017 FLORIDA ENERGY CODE
16120 - PERMITS:
1. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND PAYING ALL FEES ASSOCIATED THEREWITH.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INSPECTIONS, INCLUDING ALL FEES ASSOCIATED WITHREINSPECTIONS.
16130 - DRAWINGS:
1. THE DRAWINGS ARE DIAGRAMMATIC, AND DO NOT SHOW ALL CHANGES IN HEIGHT, STRUCTURAL MEMBERS, DUCTWORK,PIPING, BRACKETS AND ANY OTHER NUMBER OF ITEMS WHICH MIGHT CAUSE A CONFLICT. THIS CONTRACTOR IS RESPONSIBLE FORCOORDINATING WITH OTHER TRADES AS TO THE LOCATION OF HIS DEVICES AND NECESSARY AREAS FOR PANELS ANDCONDUIT/WIRING RUNS. VERIFY AND COORDINATE ALL ELECTRICAL WORK WITH ALL TRADES TO PROVIDE A TIMELY INSTALLATION.ADDITIONAL CHARGES DUE TO LACK OF COORDINATION WILL NOT BE APPROVED.
16200 - MATERIAL:
1. ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS, AND SHALL BE LISTED BY AND BEAR THE U.L. LABEL WHERE SUBJECTTO APPROVAL. MATERIALS SHALL BE OF THE SAME MANUFACTURER OR BRAND FOR EACH TYPE OF MATERIAL, UNLESS DESIGNATEDOTHERWISE.
16210 - FIXTURES:
1. ALL FIXTURES SHALL BE AS LISTED IN THE LIGHTING FIXTURE SCHEDULES/ RECOMMENDATIONS.
2. LIGHTING FIXTURES ARE TO BE FURNISHED, INSTALLED, AND LAMPED UNDER THIS CONTRACT.
16220 - PANELS:
1. ALL PANELS TO BE FURNISHED AS PER PANEL SCHEDULE. SQUARE D, CUTLER HAMMER AND ITE ARE ACCEPTABLEMANUFACTURERS.
2. ALL OVERCURRENT DEVICES SHALL BE SERIES-RATED TO WITHSTAND THE AVAILABLE FAULT CURRENT; VERIFY WITH LOCALUTILITY COMPANY. SEE PANEL SCHEDULE.
16230 - DEVICES:
1. EXTERIOR DISCONNECT SWITCHES SHALL BE NEMA 3R ENCLOSURES AND ELECTRICALLY PROTECTED AS PERMANUFACTURER'S SPECIFICATIONS. (SEE MECHANICAL).
2. INTERIOR DISCONNECT SWITCHES SHALL BE NEMA 1 ENCLOSURES AND ELECTRICALLY PROTECTED AS PER MANUFACTURER'SSPECIFICATAIONS. (SEE MECHANICAL).
3. SWITCHES SHALL BE 20 AMP, SPECIFICATION GRADE TOGGLE SWITCHES, SIDE WIRED WITH GROUNDING TERMINAL; COLORSHALL BE WHITE (UNLESS NOTED OTHERWISE) WITH MATCHING COVERPLATE; MOUNTING HEIGHT SHALL BE +48" AFF TO BOTTOM.
4. RECEPTACLES SHALL BE 20 AMP (MINIMUM), SPECIFICATION GRADE, SIDE WIRED WITH GROUNDING TERMINAL; COLOR SHALLBE WHITE (UNLESS NOTED OTHERWISE) WITH MATCHING COVERPLATE; MOUNTING HEIGHT NOTED IN SYMBOL LEGEND OR ONDRAWING.
5. ALL RECEPTACLES INSTALLED IN KITCHENS, OR WITHIN 6 FEET (6') OF A WATER SUPPLY (i.e.: SINK), SHALL BE GROUND FAULTCIRCUIT INTERRUPTER (G.F.C.I.) DEVICES WITH DOWNSTREAM DEVICES IDENTIFIED.
6. ALL 120-VOLT, SINGLE PHASE, 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BATHROOMS SHALL HAVEGROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL.
16240 - BRANCH CIRCUIT WIRING:
1. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE SPECIFIED ON PLANS.
2. MINIMUM BRANCH CIRCUIT WIRING SHALL BE #12 AWG THWN COPPER.
EXCEPTION NO. 1: BRANCH CIRCUIT WIRING FOR DEDICATED LOADS, SUCH AS A PERMENANTLY INSTALLED APPLIANCE OROTHER EQUIPMENT, SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS FOR THAT APPLIANCE OR EQUIPMENT,OR BY THE N.E.C. PRESENTLY IN EFFECT, WHICHEVER IS GREATER. REFER TO PANEL SCHEDULES.
16300 - INSTALLATION:
16310 - GENERAL:
1. ROUGH-IN LOCATIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS, AS WELL ASEQUIPMENT SIZE, TO AVOID CONFLICT WITH OTHER TRADES.
2. PRIOR TO ROUGH-IN, THE ELECTRICAL CONTRACTOR SHALL RELOCATE, AS DIRECTED BY THE OWNER/ARCHITECT, ANY PIECE OFEQUIPMENT IN THE VERTICAL AND/OR HORIZONTAL DIRECTION UP TO 15'-0" FROM THE LOCATION SHOWN ON THE DRAWINGS AT NOADDITIONAL COSTS TO THE OWNER.
16320 - WIRING METHODS:
1. BELOW GRADE: SINGLE- OR MULTI-CONDUCTOR COPPER WIRE WITH GROUND, MEETING N.E.C. AND NEMA REQUIREMENTS, INAPPROVED NONMETALLIC CONDUIT. CONDUIT MAY BE RUN IN OR BELOW CONCRETE, AND CONCEALED IN WALLS TO FIRST BOXES. ALLPVC COMPONENTS (PIPING, FITTINGS, CEMENT, ETC.) SHALL BE FROM THE SAME MANUFACTURER.
2. EXTERIOR ABOVE GRADE: SINGLE- OR MULTI-CONDUCTOR COPPER WIRE WITH GROUND, MEETING N.E.C. AND NEMAREQUIREMENTS, IN APPROVED METALLIC OR NONMETALLIC CONDUIT. ALL COMPONENTS (PIPING, FITTINGS, ETC.) SHALL BE FROM THESAME MANUFACTURER.
NOTE: MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL BE SIX FEET (6').
3. EXTERIOR EQUIPMENT: SINGLE- OR MULTI-CONDUCTOR COPPER WIRE WITH GROUND, MEETING N.E.C. AND NEMAREQUIREMENTS, IN APPROVED LIQUIDTIGHT FLEXIBLE METALLIC OR NONMETALLIC CONDUIT (MINIMUM 3/4"). ALL COMPONENTS (PIPING,FITTINGS, ETC.) SHALL BE FROM THE SAME MANUFACTURER.
NOTE: MAXIMUM LENGTH OF FLEXIBLE CONDUIT BETWEEN MEANS OF DISCONNECT (OR JUNCTION BOX) AND EQUIPMENT SHALL BETHREE FEET (3').
4. INTERIOR: SINGLE- OR MULTI-CONDUCTOR COPPER WIRE WITH GROUND, MEETING N.E.C. AND NEMA REQUIREMENTS, INAPPROVED METALLIC (EMT) CONDUIT. ALL COMPONENTS (PIPING, FITTINGS, ETC.) SHALL BE FROM THE SAME MANUFACTURER.CONDUITS SHALL BE CONCEALED IN OR BEHIND CEILINGS, WALLS, OR FLOORS, EXCEPT WHERE EXPOSED RACEWAYS ARE SPECIFICALLYPERMITTED.
NOTE: EMT SHALL NOT BE INSTALLED IN LOCATIONS (1) SUBJECT TO SEVERERE DAMAGE, (2) IN CONTACT WITH EARTH, (3) INCONCRETE SLABS ON GRADE, (4) OTHER LOCATIONS AS LISTED IN N.E.C. 2008, ARTICLE 358.12.
5. ELECTRICAL SYSTEM EXPANSION: ANY PANELBOARD MOUNTED SO THAT ITS FRONT FACE IS FLUSH WITH THE FINISHED WALLSHALL HAVE ONE (1) 3/4" EMT CONDUIT INSTALLED FROM PANELBOARD TO ACCESSABLE CEILING SPACE FOR EVERY FOUR (4) ORMAJOR FRACTION THEREOF, POLES INDICATED AS "SPACE" OR "SPARE" IN THE PANELBOARD SCHEDULE PER THESE DOCUMENTS.
EXCEPTION NO. 1: PANELBOARDS INSTALLED ON A WALL SURFACE, WHERE AT LEAST THREE (3) SIDES, NOT INCLUDING THEFRONT, REMAIN ACCESSABLE AFTER CERTIFICATE OF OCCUPANCY SHALL NOT BE REQUIRED TO MEET #16320.5.
5. ELECTRICAL BOXES: ALL OUTLET, DEVICE, AND JUNCTION BOXES SHALL BE STANDARD 4" SQUARE GALVANIZED STEEL ORAPPROVED PLASTIC, 1-1/2" DEEP, WITH DEVICE RINGS OF THE SAME MATERIAL, UNLESS OTHERWISE NOTED. GALVANIZED BOXES SHALLBE MANUFACTURED BY APPLETON, NATIONAL, STEEL CITY, RACO OR APPROVED EQUAL. PLASTIC BOXES SHALL BE ALLIED, NELCO,CARLON, OR EQUAL. ALL ELECTRICAL BOXES MUST BE ACCESSABLE AFTER CERTIFICATE OF OCCUPANCY.
6. THRU-FEEDS: MAINTAIN THRU-FEEDS ON ALL ELECTRICAL DEVICES AT C.O.
16330 - EQUIPMENT:
1. WIRE TO, AND MAKE CONNECTIONS TO, ALL PIECES OF EQUIPMENT FURNISHED BY OTHERS FOR COMPLETE AND SATISFACTORYOPERATION BY OTHERS.
2. THIS CONTRACT TO INCLUDE CONNECTION OF LINE VOLTAGE ONLY. CONTROL WIRING TO BE BY THE HVAC CONTRACTOR.
16340 - GROUNDING:
1. THE ENTIRE ELECTRICAL GROUNDING SYSTEM SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF SECTION 250.66AND 250.122 OF THE NATIONAL ELECTRIC CODE, INCLUDING BUT NOT LIMITED TO, THE ELECTRICAL SERVICE, ITS EQUIPMENT ANDENCLOSURE, CONDUITS AND OTHER CONDUCTIVE ENCLOSURES, NEUTRAL OR IDENTIFIED CONDUCTOR OF INTERIOR WIRING SYSTEM,MAIN PANELBOARD, POWER AND LIGHTING PANELBOARDS, NON-CURRENT-CARRYING METAL PARTS OF FIXED EQUIPMENT SUCH ASMOTORS, STARTER AND CONTROLLER CABINETS, INSTRUMENT CASES AND LIGHTING FIXTURES.
2. PROVIDE A SERVICE GROUND ACCORDING TO N.E.C. ARTICLE 250. THE MINIMUM INSTALLATION TO INLCLUDE: BUILDINGFOOTER/FOUNDATION REINFORCING STEEL TURNED UP OR OTHERWISE EXPOSED AT THE SERVICE LOCATION WITH APPROVEDCONNECTOR TO BOND A GROUNDING CONDUCTOR SIZED PER TABLE 250 TO THE STEEL AND A DRIVEN ROD GROUND (MINIMUM 5/8"BY 8' DEEP) WITH #6 COPPER GROUNDING CONDUCTOR. IF AVAILABLE ON THE PREMISES, ALSO BOND METAL COLD WATER PIPING,METAL BUILDING FRAME AND GROUND RING WITH JUMPERS SIZED FROM 250-94.
3. ALL TELEPHONE, DATA, TELEVISION, AND OTHER TERMINAL EQUIPMENT SHALL BE BONDED TO THE GROUNDING ELECTRODE WITHMINIMUM #6 AWG-CU.
16350 - WARRANTY: NOTE
1. ELECTRICAL CONTRACTOR TO PROVIDE FULL WARRANTY (PARTS AND LABOR) ON ALL EQUIPMENT AND MATERIALS FURNISHEDUNDER THE SCOPE OF WORK FOR A PERIOD OF ONE YEAR FROM THE CERTIFICATE OF OCCUPANCY.
2. E.C. SHALL PROVIDE OWNER AND ENGINEER (A&E SUPPORT SERVICES, INC.) WITH REPRODUCIBLE "AS-BUILT" DRAWINGSSHOWING ALL REQUIRED MODIFICATIONS THAT HAVE OCCURRED IN THE FIELD.
GENERAL NOTES: ELECTRICAL
THE ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL ELECTRICAL SERVICE ROUGH-IN AND INSTALLATION DETAILS, FEES, WITH THE LOCAL POWER COMPANY/UTILITY FIELD ENGINEERPRIOR TO AND INCLUDE IN BID!
THE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH ALL STATE/LOCAL BUILDINGCODES/ORDINANCES/REGULATIONS PRESENTLY IN EFFECT. IN ADDITION, COMPLIANCE WITH THENATIONAL ELECTRICAL CODE (N.E.C.)PRESENTLY IN EFFECT.
THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE IN ORDER TO FAMILIARIZE HIMSELF WITHEXISTING CONDITIONS, FAILURE TO DO SO WILL NOT WARRANT ANY ADDITIONAL CHARGES TOTHE OWNER.
THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID, ANY CUTTING OR PATCHING OFCONCRETE/ASPHALT PAVEMENTS, ETC. TO RUN ELECTRICAL.
ALL EQUIPMENT, FIXTURES, ETC. SHALL BE STARTED, TESTED, ADJUSTED AND PLACED INSATISFACTORY OPERATING CONDITION. THIS CONTRACTOR SHALL GUARANTEE ALLWORKMANSHIP, MATERIALS AND EQUIPMENT TO BE FREE OF DEFECTS FOR A PERIOD OF ONE (1)YEAR FROM DATE OF CERTIFICATE OF OCCUPANCY (C.O.), AND SHALL REPAIR ANY SUCHDEFECTS WITHOUT COST TO THE OWNER. ALL EQUIPMENT SHALL BE COVERED FOR THEDURATION OF THE MANUFACTURER'S GUARANTEE OR WARRANTY. THIS CONTRACTOR SHALLFURNISH THE OWNER WITH ALL MANUFACTURER'S GUARANTEE AND WARRANTIES.
"WAFER" OR "PIGGYBACK" BREAKERS SHALL NOT BE PERMITTED.
THE ELECTRICAL CONTRACTOR IS TO INSTALL METERING SERVICE EQUIPMENT EITHER PROVIDEDBY THE GOVERNING UTILITY COMPANY OR OF A TYPE APPROVED BY THE UTILITY COMPANY ANDU.L. LISTED. IMMEDIATELY AFTER SUB-CONTRACT AWARD, CONTACT WITH THE UTILITY COMPANYSHALL BE MADE FOR COORDINATION OF SERVICE AND METERING DETAILS.
HVAC AIR HANDLER AND CONDENSING UNIT CIRCUIT BREAKERS MUST BE U.L. LISTED AS "HACR"RATED IN ORDER TO USE NON-AUTO DISCONNECTS AT HVAC EQUIPMENT. IF NOT LISTED, THENA FUSED DISCONNECT IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S NAMEPLATEREQUIREMENTS MUST BE INSTALLED AT THE EQUIPMENT.
THE ELECTRICAL, GENERAL, HVAC, AND PLUMBING CONTRACTOR(S) SHALL STRICTLY ADHERE TOTHE FOLLOWING ITEMS WHEN DEALING WITH ELECTRICAL EQUIPMENT CLEARANCES:
A.) NO PIPING OR DUCTWORK OF ANY KIND SHALL BE INSTALLED ABOVE ANYSWITCHBOARD OR PANELBOARD. THIS AREA TO REMAIN CLEAN FROM THE EQUIPMENTTO 25' ABOVE OR TO THE BOTTOM OF THE STRUCTURAL SLAB.
B.) A CLEARANCE OF 36" MINIMUM SHALL BE MAINTAINED IN FRONT OF ELECTRICALEQUIPMENT FOR THE ENTIRE WIDTH OF THE EQUIPMENT, PLUS A MINIMUM OF 30" TOTALLEFT/RIGHT CLEARANCE.
ALL "WEATHERPROOF" ("WP") DEVICES ARE TO BE INSTALLED WITH AWEATHER-SHIELDING COVER.
ALL ELECTRICAL CONDUITS NOT CONTAINING SPECIFIED CONDUCTORS SHALL HAVE A PULL WIREINSTALLED.
DO NOT SCALE THE ELECTRICAL DRAWINGS; REFER TO THE ARCHITECTURAL PLANS FOREQUIPMENT LOCATIONS, CABINETRY, CEILING GRIDS, DOOR SWINGS, ETC.
THE INTENT OF THESE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONALELECTRICAL INSTALLATION.
IT IS NOT THE INTENT OF THESE PLANS TO SHOW ALL DETAILS OF CONSTRUCTION. THEELECTRICAL CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS SUCH ASHARDWARE, J-BOXES, CONDUIT FITTINGS, ETC., AS NECESSARY FOR A COMPLETE ELECTRICALSYSTEM INSTALLATION.
TECHNICIANS SKILLED IN THEIR TRADE SHALL PERFORM ALL ELECTRICAL INSTALLATIONS IN APROFESSIONAL MANNER.
WIRE TO, AND MAKE CONNECTIONS AS NECESSARY, TO ALL PIECES OF EQUIPMENT (FURNISHEDBY OTHERS), FOR COMPLETE AND SATISFACTORY OPERATION BY THE OWNER.
PROVIDE CIRCUIT BREAKERS, AS NECESSARY, TO ACCOMMODATE ALL NEW CIRCUITS INSTALLED.
ALL SERVICE AND FEEDER CONDUITS SHALL HAVE EXPANSION FITTINGS WHEN PENETRATINGSLABS, ETC. TO ALLOW FOR STRUCTURAL SETTLEMENT.
PROVIDE "PVC" CONDUITS STUBBED OUT, BELOW GRADE FOR ADDITIONAL SERVICES, IN ORDERTO PROVIDE CONCEALED TELEPHONE AND/OR DATA SERVICE ENTRANCE.
PROVIDE TIME CLOCKS WITH BATTERY BACK-UP TO CONTROL ALL SIGNAGE AND EXTERIORLIGHTING CIRCUITS; SEE POWER RISER DIAGRAM FOR ADDITIONAL DETAILS.
ALL CONDUCTORS SHALL BE TYPE THHN/THWN, COPPER (CU) UNLESS OTHERWISE CALLED FORON THESE DOCUMENTS. SEE PANEL SCHEDULE.
ALL LIGHTING FIXTURES (INCLUDING THOSE PROVIDED BY OTHERS) ARE TO BE INSTALLED UNDERTHIS CONTRACT. SEE SCHEDULE FOR FIXTURE RECOMMENDATIONS, LAMPS, ETC.
NOTICE TO CONTRACTOR: REVISIONS TO THESE DRAWINGS AND CERTIFICATION THEREOF WHICHMAY BE REQUIRED BECAUSE OFCONTRACTOR OPTED REVISIONS, SHALL BE COMPENSATED TOTHE ENGINEER(S) BY THE REQUESTING CONTRACTOR. PAYMENT SHALL BE REQUIRED AT THE TIMEOF CERTIFICATION DELIVERY.
TYPICAL NOTES
1. SWITCHED RECEPTACLES: SWITCH TOP HALF OF RECEPTACLE; BOTTOM SHALL REMAINHOT!
2. EQUIPMENT FURNISHED AND PHYSICALLY INSTALLED BY "OTHERS". ALL ELECTRICALCONNECTIONS EXTERNAL TO THE EQUIPMENT SHALL BE MADE BY THE ELECTRICAL CONTRACTOR.WIRE, CONDUIT, LUGS, RECEPTACLES, PIGTAILS, DISCONNECTS, ETC. AS MAY BE REQUIREDSHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR.NOTE: INCLUDE WORSE CONDITION IN PRICING. VERIFY ROUGH-IN LOCATIONS, TYPE OF
CONNECTION AND AMPACITY REQUIRED FROM APPLICABLE EQUIPMENT DRAWINGSPRIOR TO INSTALLING ANY CONDUIT, CONDUCTORS OR BOXES.
3. PROVIDE INCANDESCENT WALL DIMMER WITH TUNGSTEN SURGE AND RFI PROTECTION.SLIDE ACTION WITH "OFF" POSITION AT BOTTOM.
4. PROVIDE LIGHT FIXTURE AND RECEPTACLE AT LOCATIONS INDICATED FOR HVACMAINTENANCE LIGHTING. USE COMBINATION SWITCH AND RECEPTACLE FOR LIGHT CONTROL.FIELD DETERMINES EXACT LOCATION AND HEIGHT.
M
1-200
PNLTYP.
53
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7
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(3) #1 CU (1) #6G IN 2"C
2
8
NOTES - POWER RISER DIAGRAM1. INCOMING POWER COMPANY " UG " SERVICE LATERAL. EXTEND CONDUIT TO SERVICE
POINT OF ORIGIN: SEE SITE PLAN AND GENERAL NOTES.
2. MAIN DEVICE: ( 1 ) 125 AMP-240 V-2 P METERING DEVICE WITH MAIN CIRCUITBREAKERS WITH NEMA-3R ENCLOSURES (UNITS 1-6). 2A. WIREWAY: SIZE PERN.E.C.
3. SERVICE GROUNDING CONDUCTOR: PROVIDE MINIMUM (1) #6 TO GROUNDINGELECTRODE. SEE SPECIFICATIONS 16340-2. 3A. ALL COMMUNICATION, RADIO,TELEPHONE ANTENNA AND TELEVISION SYSTEMS SHALL BE BONDED TO BUILDINGSERVICE GROUND WITH #6 AWG MINIMUM.
4. GROUNDING ELECTRODE: PROVIDE ( 2 ) 5/8"~ X 8' DRIVEN RODS. PROVIDE ASERVICE GROUND ACCORDING TO N.E.C. ARTICLE 250. THE MINIMUM INSTALLATIONTO INLCLUDE: BUILDING FOOTER/FOUNDATION REINFORCING STEEL TURNED UP OROTHERWISE EXPOSED AT THE SERVICE LOCATION WITH APPROVED CONNECTOR TOBOND A GROUNDING CONDUCTOR SIZED PER TABLE 250 TO THE STEEL AND ADRIVEN ROD GROUND (MINIMUM 5/8" BY 8' DEEP) WITH #6 COPPER GROUNDINGCONDUCTOR. IF AVAILABLE ON THE PREMISES, ALSO BOND METAL COLD WATERPIPING, METAL BUILDING FRAME AND GROUND RING WITH JUMPERS SIZED FROM250-94.
5. ELECTRIC SERVICE ENTRANCE: SEE LOAD CALCULATIONS. (3) #1 CU IN 2" CONDUIT
6. NOT USED.
7. PANEL FEEDER: SEE LOAD CALCULATIONS AND PANEL SCHEDULES. ( 1 ) 125AMP-240 V-2P
8. ELECTRIC PANEL: . MCB SEE PANEL SCHEDULE FOR SIZE,CIRCUIT IDENTIFICATION, LOADING, ETC.
9. NOT USED
10. NOT USED
11. NOT USED
12. SEPARATE 1" CONDUITS STUBBED DOWN TO PROVIDE SECURED TELEPHONE ANDTELEVISION SERVICE ENTRANCE.
13. OPTION: OVERHEAD SERVICE LATERAL. VERIFY AND COORDINATE W/ARCHITECT/OWNER.
14. AVAILABLE FAULT CURRENT: ALL SERVICE EQUIPMENT SHALL BE RATED FOR 22,000AIC MINIMUM. SEE SPECIFICATION #16220-2. ELECTRICAL CONTRACTOR SHALLVERIFY AND COORDINATE WITH POWER COMPANY REPRESENTATIVE.
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LOAD CALCULATIONS : "A" - 1,680 120/240-1Ø-3W-125A MCB
LIGHTING : 3 VA x 1,680 SQFT = 5,040 VA
APPLIANCES : 1,500 x 2 EA = 3,000
REFRIGERATOR : 1,000 x 1 = 1,000DISHWASHER : 1,500 x 1 = 1,500
DISPOSAL : 1,000 x 1 = 1,000RANGE (TABLE220.19) : 8,000 x 1 = 8,000MICROWAVE : 1,500 x 1 = 1,500WATER HEATER : 4,500 x 1 = 4,500
CLOTHES WASHER : 1,500 x 1 = 1,500
CLOTHES DRYER : 5,000 x 1 = 5,000
TOTAL : = 32,040 VA
DEMAND CALCULATION
1ST 10,000 : 10,000 VA x 1.00 VA = 10,000
BALANCE : 22,040 x 0.40 = 8,816HEAT ( - X - KW ) : 10,000 x 0.65 = 6,500
FANS ( - X - KW ) : 1,000 x 1.00 = 1,000
TOTAL : = 26,316 VA
AMPACITY DEMAND :
:AMPACITY DESIGN
@
@
240-1
240-1
V
V
=
=109.6
125.0
AMPS
AMPS
LOAD CALCULATIONS : "B" - 1,582 120/240-1Ø-3W-125A MCB
LIGHTING : 3 VA x 1,582 SQFT = 4,746 VA
APPLIANCES : 1,500 x 2 EA = 3,000
REFRIGERATOR : 1,000 x 1 = 1,000DISHWASHER : 1,500 x 1 = 1,500
DISPOSAL : 1,000 x 1 = 1,000RANGE (TABLE220.19) : 8,000 x 1 = 8,000MICROWAVE : 1,500 x 1 = 1,500WATER HEATER : 4,500 x 1 = 4,500
CLOTHES WASHER : 1,500 x 1 = 1,500
CLOTHES DRYER : 5,000 x 1 = 5,000
TOTAL : = 31,746 VA
DEMAND CALCULATION
1ST 10,000 : 10,000 VA x 1.00 VA = 10,000
BALANCE : 21,746 x 0.40 = 8,698HEAT ( - X - KW ) : 10,000 x 0.65 = 6,500
FANS ( - X - KW ) : 1,000 x 1.00 = 1,000
TOTAL : = 26,198 VA
AMPACITY DEMAND :
:AMPACITY DESIGN
@
@
240-1
240-1
V
V
=
=109.2
125.0
AMPS
AMPS
NTS
E1.3
ELECTRICAL RISERSPECIFICATIONS