44227a3 gar right model l… · j2 j2 b3 j5 b2 j2 b1 j4 j4 j6a ej8 ej8 ej8 ej8 ej8 j6a j4 j2 a a...
TRANSCRIPT
J2
J2
B3
J5
B2
J2
B1
J4
J2J4
J4
EJ8
EJ8
EJ8
EJ8
EJ8
J6
A
J6
A
CJ12A
CJ1
2A
J6B
J4B
J4A
J2
CJ12A
A5
A2
J6
J6
J4
A7
A4
A1
CJ1
2
J6
A
J6A
A6
A3
J4
A
J2
J2J2
J4
J2
CJ9
C1
J4
J2
J2
J4
CJ9 J
2J4
J4
J2
A
J2AJ2A
D1
CJ6
CJ6
J2
A
V1
V2
V3
V4
V1V
2
EJ8
A1
2C
2
EJ8A
D2
EJ5
A11
A9
A13
A16
A19
A14
A17
A15
A18
EJ4
A8
A10
J2
J2
J2
J2
J4
J4
J4
J4
J6A
J6
A
J6A
J6
A
EJ8
EJ8
EJ8
EJ8
EJ8
EJ8
CJ12A
CJ1
2A
B4
B5
B6
V5
V6
V7
V8
V9
5'
13' 12'
7'
3'
7'
2'8
"
7'4"
2'8
"
10'2'8
"
2'8"
1'10-1/2"
4'10-1/2"
6'8" 20'10"
12'3"
1'0-1/2"
1'4"
3'8"
53
'10"
21'2" 10'
10'
50'
7'
23
'4"
1'4"
14
'
19'21'
9'4
"7
0'8
"
5'10"13'
1'6"
80
'
SE
TB
AC
K
SE
TB
AC
K
SE
TB
AC
K
SE
TB
AC
K
BE
AM
BY
OT
HE
RS
TO
P @
0'-0"
BEAM BY OTHERS
TOP @ +4'-7"
12" STEP
(10'-4" A.F.F.)
12" STEP
(10'-4" A.F.F.)
12" STEP
(10'-4" A.F.F.)
12" STEP
(10'-4" A.F.F.)
BEAM BY OTHERS
TOP @ 0'-0"
(1)PLY
FLAT CLG
FLAT CLG
FLAT CLG
ODD
SPACE
FLAT CLG
(1)PLY
FLAT CLG
(1)PLY
(1)PLY
FLAT CLG
TRUSS SPAN
ODD
SPACES
FR
AM
E D
OW
N
BY
OT
HE
RS
FR
AM
E D
OW
N
BY
OT
HE
RS
TRUSS SPAN AT
"D" TRUSSES
BE
AR
ING
WA
LL
TO
P @
0'-0"
R = 5075#U = 1624#
EXT. BRG. WALL TOP @ 0'-0"
FOR 'C' TRUSSES. FRAME
KNEEWALL FROM 0'-0" TO
+4'-7" FOR TRUSS BRG. ABOVE
EXT. BRG. WALL TOP @ 0'-0"
FOR 'B' TRUSSES. FRAME
KNEEWALL FROM 0'-0" TO
+4'-7" FOR TRUSS BRG. ABOVE
NO
N-B
RG
WA
LL
HO
LD
DO
WN
1/2
"
SETBACK
(2)P
LY
R =
8593#
U =
2502#
R = 12243#U = 2779#
27
'6"
7'2
"
11
'6"
42'5"
17
'
7'6
"
6'
3'6
"
derek
Shop Drawing Stamp
derek
Accepted
A-1A
3/16" = 1'-0"
ELEVATIONS
07-27-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: C
APE
CORA
L SP
OT
RESI
DENC
E FO
R:
G.C.
D. #
: 116
79
LOT:
46-4
7M
ODEL
:BL
OCK
: 594
8
ADDR
ESS:
2907
SW
30TH
STR
EET
SPEC
UNIT
222
1
DR H
. #: 5
7863
0140
AutoCAD SHX Text
B1
AutoCAD SHX Text
B3
AutoCAD SHX Text
B6
AutoCAD SHX Text
B5
AutoCAD SHX Text
A1
AutoCAD SHX Text
B7
AutoCAD SHX Text
WATER TABLE
AutoCAD SHX Text
BANDING DETAILS
AutoCAD SHX Text
E2
AutoCAD SHX Text
E1
AutoCAD SHX Text
D1
AutoCAD SHX Text
D2
AutoCAD SHX Text
C3
AutoCAD SHX Text
D5
AutoCAD SHX Text
A3
AutoCAD SHX Text
A4
AutoCAD SHX Text
C2
AutoCAD SHX Text
A2
AutoCAD SHX Text
C1
AutoCAD SHX Text
ALLOW 2" FOR HURRICANE SHUTTER ATTACHMENT
AutoCAD SHX Text
%%U%%OTYPICAL WINDOW BANDING DETAIL%%O
AutoCAD SHX Text
%%U%%OSOFFIT DETAIL%%O
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
CANTILEVER
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
2X6 MIN. SUB FASCIA
AutoCAD SHX Text
FLASHING AND DRIP EDGE PER NOTES IN TABLE 3 ON A-6
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
%%U%%OFRONT ELEVATION: "A" %%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%OLEFT SIDE ELEVATION: "A"%%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%ORIGHT SIDE ELEVATION: "A"%%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%OREAR ELEVATION: "A" %%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
35 SH
AutoCAD SHX Text
3-4080 SL. GL. DR.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
ELEV @ 9'-4" A.F.F.
AutoCAD SHX Text
TOP OF FINISH FLOOR
AutoCAD SHX Text
ELEV @ 0'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
ELEV @ 9'-4" A.F.F.
AutoCAD SHX Text
TOP OF FINISH FLOOR
AutoCAD SHX Text
ELEV @ 0'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
ELEV @ 9'-4" A.F.F.
AutoCAD SHX Text
TOP OF FINISH FLOOR
AutoCAD SHX Text
ELEV @ 0'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
4'-0" X 12"
AutoCAD SHX Text
2-35 SH
AutoCAD SHX Text
25 SH
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
ELEV @ 9'-4" A.F.F.
AutoCAD SHX Text
TOP OF FINISH FLOOR
AutoCAD SHX Text
ELEV @ 0'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
ELEV @ 9'-4" A.F.F.
AutoCAD SHX Text
TOP OF FINISH FLOOR
AutoCAD SHX Text
ELEV @ 0'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
ELEV @ 9'-4" A.F.F.
AutoCAD SHX Text
TOP OF FINISH FLOOR
AutoCAD SHX Text
ELEV @ 0'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
34 SH
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
KEY STONE
AutoCAD SHX Text
DECO TEXTURE
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
16080 OH. GARAGE DOOR
AutoCAD SHX Text
3080 W/SIDE LITE
AutoCAD SHX Text
ELEV @ 9'-4" A.F.F.
AutoCAD SHX Text
TOP OF FINISH FLOOR
AutoCAD SHX Text
ELEV @ 0'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
35 SH
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
24"X24"
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
24"X24"
AutoCAD SHX Text
24"X24"
AutoCAD SHX Text
FIXED GLASS
AutoCAD SHX Text
6" DECOR BAND
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
CANTILEVER TRUSS
AutoCAD SHX Text
CANTILEVER TRUSS
AutoCAD SHX Text
CANTILEVER TRUSS
AutoCAD SHX Text
CANTILEVER TRUSS
AutoCAD SHX Text
STONE W/ STONE DRIP LEDGE
AutoCAD SHX Text
STONE W/ STONE DRIP LEDGE
AutoCAD SHX Text
6" DECOR BAND
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
6" DECOR BAND
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
6" DECOR BAND
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
24"X24"
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
35 SH
AutoCAD SHX Text
GARAGE FLOOR
AutoCAD SHX Text
ELEV @ -1'-3" A.F.F.
AutoCAD SHX Text
GARAGE FLOOR
AutoCAD SHX Text
ELEV @ -1'-3" A.F.F.
AutoCAD SHX Text
GARAGE FLOOR
AutoCAD SHX Text
ELEV @ -1'-3" A.F.F.
AutoCAD SHX Text
GARAGE FLOOR
AutoCAD SHX Text
ELEV @ -1'-3" A.F.F.
AutoCAD SHX Text
GARAGE FLOOR
AutoCAD SHX Text
ELEV @ -1'-3" A.F.F.
AutoCAD SHX Text
GARAGE FLOOR
AutoCAD SHX Text
ELEV @ -1'-3" A.F.F.
AutoCAD SHX Text
GARAGE FLOOR
AutoCAD SHX Text
ELEV @ -1'-3" A.F.F.
AutoCAD SHX Text
STEP
AutoCAD SHX Text
OPT. STEP
AutoCAD SHX Text
S.V.
AutoCAD SHX Text
S.V.
AutoCAD SHX Text
S.V.
AutoCAD SHX Text
F.V.
AutoCAD SHX Text
S.V.
A-2A
SLAB & PLUMBING
3/16" = 1'-0"
07-27-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: C
APE
CORA
L SP
OT
RESI
DENC
E FO
R:
G.C.
D. #
: 116
79
LOT:
46-4
7M
ODEL
:BL
OCK
: 594
8
ADDR
ESS:
2907
SW
30TH
STR
EET
SPEC
UNIT
222
1
DR H
. #: 5
7863
0140
AutoCAD SHX Text
%%USIDE ELEVATION
AutoCAD SHX Text
%%UFRONT ELEVATION
AutoCAD SHX Text
%%UWATER CLOSET CLEARANCE DETAIL
AutoCAD SHX Text
%%USIDE ELEVATION
AutoCAD SHX Text
%%UFRONT ELEVATION
AutoCAD SHX Text
%%UVANITY SINK CLEARANCE DETAIL
AutoCAD SHX Text
MIRROR
AutoCAD SHX Text
FAUCET
AutoCAD SHX Text
FAUCET
AutoCAD SHX Text
MIRROR
AutoCAD SHX Text
KICK PLATE
AutoCAD SHX Text
SLOPED CEILING
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
ELEV @ -0'-15"
AutoCAD SHX Text
2" SLOPE
AutoCAD SHX Text
6" X 12" RECESS
AutoCAD SHX Text
SEE DETAIL
AutoCAD SHX Text
PROVIDE 1/4" WATER
AutoCAD SHX Text
LINE @ REF. SPACE
AutoCAD SHX Text
FOR ICE MAKER
AutoCAD SHX Text
RECESS TILE
AutoCAD SHX Text
SHWR 3 1/2"
AutoCAD SHX Text
5'-0" TUB
AutoCAD SHX Text
ELEV @ -0'-4"
AutoCAD SHX Text
PAVERS BY OTHERS
AutoCAD SHX Text
PAVERS BY OTHERS
AutoCAD SHX Text
5'-0" TUB
AutoCAD SHX Text
%%U%%OSLAB & PLUMBING PLAN:%%O
AutoCAD SHX Text
SCALE: 3/16"=1'-0"
AutoCAD SHX Text
16'-0" X 8'-0" O.H. GARAGE DR.
AutoCAD SHX Text
STANDARD SGD RECESS 1-1/2". IMPACT GLASS SGD RECESS 2-1/2".
AutoCAD SHX Text
LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
AutoCAD SHX Text
ELEVATION @ 0'-0"
AutoCAD SHX Text
4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.
AutoCAD SHX Text
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
AutoCAD SHX Text
SET A/C PAD ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.
AutoCAD SHX Text
SET W/H ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.
AutoCAD SHX Text
PROVIDE TERMITE TREATMENT WITH "BORA CARE"
AutoCAD SHX Text
8'-0" X 8'-0" O.H. GARAGE DR.
AutoCAD SHX Text
6" X 12" RECESS
AutoCAD SHX Text
HB
AutoCAD SHX Text
DW.
AutoCAD SHX Text
RANGE
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
W/H
AutoCAD SHX Text
L.T.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
D
AutoCAD SHX Text
W
AutoCAD SHX Text
W/H
AutoCAD SHX Text
L.T.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
D
AutoCAD SHX Text
W
AutoCAD SHX Text
HB
AutoCAD SHX Text
A/H
AutoCAD SHX Text
A/H
AutoCAD SHX Text
STEP
AutoCAD SHX Text
F.V.
AutoCAD SHX Text
STEP
AutoCAD SHX Text
OPT. STEP
AutoCAD SHX Text
S.V. = SMART VENT BRAND
AutoCAD SHX Text
F.V. = FLOOD VENT OPENING
AutoCAD SHX Text
S.V.
AutoCAD SHX Text
S.V.
AutoCAD SHX Text
S.V.
AutoCAD SHX Text
S.V.
D R HORTON
D R HORTON
07-27-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
A-3A
FLOOR
3/16"=1'-0"
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: C
APE
CORA
L SP
OT
RESI
DENC
E FO
R:
G.C.
D. #
: 116
79
LOT:
46-4
7M
ODEL
:BL
OCK
: 594
8
ADDR
ESS:
2907
SW
30TH
STR
EET
SPEC
UNIT
222
1
DR H
. #: 5
7863
0140
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%O1st FLOOR PLAN:%%O
AutoCAD SHX Text
TB
AutoCAD SHX Text
TOWEL BAR
AutoCAD SHX Text
TP
AutoCAD SHX Text
TOILET PAPER
AutoCAD SHX Text
TOWEL BAR
AutoCAD SHX Text
TOILET PAPER ROLL
AutoCAD SHX Text
BATHROOM NOTES
AutoCAD SHX Text
ALL BLOCKING TO BE PT IN SHOWERS
AutoCAD SHX Text
ALL TUB DECKS @ 21" A.F.F.
AutoCAD SHX Text
MARK
AutoCAD SHX Text
1
AutoCAD SHX Text
INTERIOR DOOR SCHEDULE
AutoCAD SHX Text
DOOR WIDTH
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
2'-8"
AutoCAD SHX Text
2'-6"
AutoCAD SHX Text
2'-4"
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
1'-8"
AutoCAD SHX Text
1'-6"
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
PK. = POCKET DOOR
AutoCAD SHX Text
B.F. = BI-FOLD DOOR
AutoCAD SHX Text
B.P. = BI-PASS DOOR
AutoCAD SHX Text
LV. = LOUVERED DOOR
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
HEIGHT
AutoCAD SHX Text
MARK
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
CODE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PRODUCT
AutoCAD SHX Text
QTY
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
MARK
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
CODE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PRODUCT
AutoCAD SHX Text
QTY
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
COMMENTS
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
CABINET BACKING
AutoCAD SHX Text
KITCHEN UPPER TOP @ 84" BASE TOP @35"
AutoCAD SHX Text
MASTER BATH UPPER BASE- TOP @35"
AutoCAD SHX Text
GUEST BATH UPPER BASE- TOP @31"
AutoCAD SHX Text
LAUNDRY RM. UPPER TOP @84" BASE
AutoCAD SHX Text
DOOR HEADERS
AutoCAD SHX Text
6'-8" BIFOLD
AutoCAD SHX Text
6'-8" SWING
AutoCAD SHX Text
8'-0" SWING
AutoCAD SHX Text
HEADER HEIGHT
AutoCAD SHX Text
82" A.F.F.
AutoCAD SHX Text
HEADER HEIGHT
AutoCAD SHX Text
HEADER HEIGHT
AutoCAD SHX Text
82 1/2" A.F.F.
AutoCAD SHX Text
98 1/2" A.F.F.
AutoCAD SHX Text
PLAN NOTES
AutoCAD SHX Text
INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1,
AutoCAD SHX Text
1)
AutoCAD SHX Text
PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2.
AutoCAD SHX Text
5)
AutoCAD SHX Text
3)
AutoCAD SHX Text
4)
AutoCAD SHX Text
NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)
AutoCAD SHX Text
VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS
AutoCAD SHX Text
ALL WINDOWS INSTALL 72" ABOVE GRADE MUST COMPLY WITH R 312.2.1 MIN 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PREVENTION DEVICE
AutoCAD SHX Text
9)
AutoCAD SHX Text
KITCHEN KNEE WALL TO BE FRAMED W/ TOP @ 41 1/2" A.F.F. W/ RAISED BAR TOP
AutoCAD SHX Text
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 SEPARATION IS A FLOOR - CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT
AutoCAD SHX Text
PROVIDE SAFETY GLAZING AT BATH / SHOWER . PER FLORIDA BUILDING CODE R 308.4.5.
AutoCAD SHX Text
PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE
AutoCAD SHX Text
INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS
AutoCAD SHX Text
7)
AutoCAD SHX Text
8)
AutoCAD SHX Text
2)
AutoCAD SHX Text
6)
AutoCAD SHX Text
WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
AutoCAD SHX Text
10)
AutoCAD SHX Text
11)
AutoCAD SHX Text
COMMENTS
AutoCAD SHX Text
STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE, WATER HEATER, AND DRYER. VERIFY WITH CONTRACTOR AND SUBDIV. SPECS. A SEPARATE PERMIT IS REQUIRED FOR GAS PIPING.
AutoCAD SHX Text
12)
AutoCAD SHX Text
ALL CLOSET SHELVES TO BE 12". ALL PANTRY & LINEN TO BE (4)-16" SHELVES 18" O.F.F. WITH 15" INCREMENT.
AutoCAD SHX Text
13)
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
HEIGHT
AutoCAD SHX Text
OVERHEAD
AutoCAD SHX Text
GARAGE DOOR
AutoCAD SHX Text
192
AutoCAD SHX Text
96
AutoCAD SHX Text
DISTINCTION
AutoCAD SHX Text
3080
AutoCAD SHX Text
36
AutoCAD SHX Text
96
AutoCAD SHX Text
ENTRY DR.
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
54
AutoCAD SHX Text
63
AutoCAD SHX Text
38
AutoCAD SHX Text
63
AutoCAD SHX Text
144
AutoCAD SHX Text
96
AutoCAD SHX Text
54
AutoCAD SHX Text
51
AutoCAD SHX Text
HB
AutoCAD SHX Text
%%U%%OFOYER
AutoCAD SHX Text
%%U%%OBEDROOM #1
AutoCAD SHX Text
COFFERED CEILING
AutoCAD SHX Text
%%U%%OGREAT ROOM
AutoCAD SHX Text
%%U%%OKITCHEN
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
%%U%%OENTRY
AutoCAD SHX Text
%%U%%OBATH #1
AutoCAD SHX Text
%%U%%OLANAI
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
%%u%%oW.I.C.
AutoCAD SHX Text
%%u%%oBEDROOM #2
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
%%u%%oBEDROOM #3
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
%%u%%oBATH
AutoCAD SHX Text
TILE
AutoCAD SHX Text
1/4 DURK
AutoCAD SHX Text
3/4 PYW.
AutoCAD SHX Text
MUD SET BY PLUMBER
AutoCAD SHX Text
SHWR.
AutoCAD SHX Text
GLS.
AutoCAD SHX Text
TUB WALL DETAIL
AutoCAD SHX Text
7
AutoCAD SHX Text
%%u%%oDINING ROOM
AutoCAD SHX Text
5'-0" TUB
AutoCAD SHX Text
MIRROR
AutoCAD SHX Text
MIRROR
AutoCAD SHX Text
DW.
AutoCAD SHX Text
SINK & DISP
AutoCAD SHX Text
O.H CABINET
AutoCAD SHX Text
RANGE
AutoCAD SHX Text
REF. SPACE
AutoCAD SHX Text
O.H CABINET
AutoCAD SHX Text
PANTRY
AutoCAD SHX Text
4-16" SHLV
AutoCAD SHX Text
5
AutoCAD SHX Text
12" VINYL SHELF
AutoCAD SHX Text
12" VINYL SHELF
AutoCAD SHX Text
EGRESS
AutoCAD SHX Text
EGRESS
AutoCAD SHX Text
EGRESS
AutoCAD SHX Text
2017 ACCESSIBLE
AutoCAD SHX Text
ESCAPE
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
PK.
AutoCAD SHX Text
F
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
%%u%%o#2
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
10'-4" COFFERED CEILING
AutoCAD SHX Text
5'-0" TUB
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
COFFERED
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
4-SHLVS
AutoCAD SHX Text
TEMPERED
AutoCAD SHX Text
10'-4"
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
13'-11"
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
108
AutoCAD SHX Text
63
AutoCAD SHX Text
SH
AutoCAD SHX Text
35
AutoCAD SHX Text
25
AutoCAD SHX Text
SH
AutoCAD SHX Text
3-4080
AutoCAD SHX Text
SL. GL. DR.
AutoCAD SHX Text
12" X 96"
AutoCAD SHX Text
SIDE LITE
AutoCAD SHX Text
2-35
AutoCAD SHX Text
SH
AutoCAD SHX Text
34
AutoCAD SHX Text
SH
AutoCAD SHX Text
2'-0" X 2'-0"
AutoCAD SHX Text
48" X 12"
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
3
AutoCAD SHX Text
13
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
24
AutoCAD SHX Text
24
AutoCAD SHX Text
12
AutoCAD SHX Text
96
AutoCAD SHX Text
48
AutoCAD SHX Text
12
AutoCAD SHX Text
FIXED GLASS
AutoCAD SHX Text
SL. GL. DOOR
AutoCAD SHX Text
FIXED GLASS
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
MASTER SUITE DETAIL
AutoCAD SHX Text
FOYER CEILING
AutoCAD SHX Text
FOYER CEILING
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
FOYER DETAIL
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
HALL/FOYER DETAIL
AutoCAD SHX Text
FOYER CEILING
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
DEN/FOYER DETAIL
AutoCAD SHX Text
FOYER CEILING
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
6
AutoCAD SHX Text
3
AutoCAD SHX Text
FOYER CEILING
AutoCAD SHX Text
6
AutoCAD SHX Text
3
AutoCAD SHX Text
FOYER DETAIL
AutoCAD SHX Text
OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT
AutoCAD SHX Text
10'-4"
AutoCAD SHX Text
10'-4" COFFERED CEILING
AutoCAD SHX Text
16'-0" X 8'-0" O.H. GARAGE DR
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
SAFTEY GLAZED
AutoCAD SHX Text
SAFTEY GLAZED
AutoCAD SHX Text
W/H
AutoCAD SHX Text
L.T.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
D
AutoCAD SHX Text
W
AutoCAD SHX Text
22" X 36"
AutoCAD SHX Text
ATTIC ACCESS
AutoCAD SHX Text
BETTER INSULATION
AutoCAD SHX Text
MINIMUM R-13 OR
AutoCAD SHX Text
%%U%%OUTILITY
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
12" VINYL SHELF
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
A/C UNIT ON
AutoCAD SHX Text
36" X 36" PAD
AutoCAD SHX Text
SEE NOTE 10
AutoCAD SHX Text
VERIFY LOCATION WITH SITE PLAN, AC NOT TO ENCROACH EASEMENT.
AutoCAD SHX Text
W/H
AutoCAD SHX Text
L.T.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
D
AutoCAD SHX Text
W
AutoCAD SHX Text
4
AutoCAD SHX Text
12" VINYL SHELF
AutoCAD SHX Text
SAFTEY GLAZED
AutoCAD SHX Text
6" WALL
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
SEE NOTE 9
AutoCAD SHX Text
%%U%%OTANDEM 3 CAR GARAGE
AutoCAD SHX Text
NOTE: THE GARAGE SHALL THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THEN " 12" GYPSUM BOARD APPLIED TO THE GARAGE SIDE
AutoCAD SHX Text
6" WALL
AutoCAD SHX Text
SQUARE FOOTAGE
AutoCAD SHX Text
LIVING AREA
AutoCAD SHX Text
GARAGE AREA
AutoCAD SHX Text
LANAI AREA
AutoCAD SHX Text
ENTRY AREA
AutoCAD SHX Text
TOTAL AREA
AutoCAD SHX Text
2221
AutoCAD SHX Text
886
AutoCAD SHX Text
230
AutoCAD SHX Text
35
AutoCAD SHX Text
3372
AutoCAD SHX Text
------------------------------
AutoCAD SHX Text
-----------------------------
AutoCAD SHX Text
-------------------------------
AutoCAD SHX Text
------------------------------
AutoCAD SHX Text
-------------------------------
AutoCAD SHX Text
ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO BE INSTALLED AT OR ABOVE FLOOD PLUS 1'-0" FREEBOARD.
AutoCAD SHX Text
14)
AutoCAD SHX Text
3
AutoCAD SHX Text
8080 O.H. GARAGE DR.
AutoCAD SHX Text
HB
AutoCAD SHX Text
3
AutoCAD SHX Text
OVERHEAD
AutoCAD SHX Text
GARAGE DOOR
AutoCAD SHX Text
96
AutoCAD SHX Text
96
AutoCAD SHX Text
1
AutoCAD SHX Text
5
AutoCAD SHX Text
B.F.
AutoCAD SHX Text
5
AutoCAD SHX Text
B.F.
AutoCAD SHX Text
3
AutoCAD SHX Text
B.F.
AutoCAD SHX Text
3
AutoCAD SHX Text
B.F.
AutoCAD SHX Text
%%U%%OPWDR BATH
AutoCAD SHX Text
MIRROR
AutoCAD SHX Text
A/H
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
A/H
AutoCAD SHX Text
2
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
A
AutoCAD SHX Text
12" VINYL SHELF
AutoCAD SHX Text
S.V.
AutoCAD SHX Text
S.V.
AutoCAD SHX Text
S.V.
AutoCAD SHX Text
F.V.
AutoCAD SHX Text
STEP
AutoCAD SHX Text
STEP
AutoCAD SHX Text
OPT. STEP
AutoCAD SHX Text
12" VINYL SHELF
AutoCAD SHX Text
S.V.
A-4A
3/16"=1'-0"
ROOF & CEILING
07-27-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: C
APE
CORA
L SP
OT
RESI
DENC
E FO
R:
G.C.
D. #
: 116
79
LOT:
46-4
7M
ODEL
:BL
OCK
: 594
8
ADDR
ESS:
2907
SW
30TH
STR
EET
SPEC
UNIT
222
1
DR H
. #: 5
7863
0140
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
%%U%%OBATH #1
AutoCAD SHX Text
%%u%%o#2
AutoCAD SHX Text
%%U%%OKITCHEN
AutoCAD SHX Text
%%u%%oBEDROOM #3
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
%%U%%OBEDROOM #1
AutoCAD SHX Text
%%U%%OGREAT ROOM
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
%%U%%OENTRY
AutoCAD SHX Text
%%U%%OLANAI
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
%%u%%oBEDROOM #2
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
%%U%%OPWDR BATH
AutoCAD SHX Text
%%u%%oDINING ROOM
AutoCAD SHX Text
%%u%%oBATH
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%OCEILING PLAN: "A"%%O
AutoCAD SHX Text
%%U%%OFOYER
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
= BEARING @ 9'-4" A.F.F.
AutoCAD SHX Text
BEARING HEIGHTS
AutoCAD SHX Text
= BEARING @ 13'-11"
AutoCAD SHX Text
10'-4" COFFERED CEILING
AutoCAD SHX Text
10'-4" COFFERED CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
10'-4" COFFERED CEILING
AutoCAD SHX Text
COFFERED
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
10'-4"
AutoCAD SHX Text
13'-11"
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
A
AutoCAD SHX Text
A-4
AutoCAD SHX Text
A
AutoCAD SHX Text
A-4
AutoCAD SHX Text
ELEVATION @ WALL
AutoCAD SHX Text
ELEVATION @ +12"
AutoCAD SHX Text
A
AutoCAD SHX Text
A-4
AutoCAD SHX Text
COFFER DETAIL "A"
AutoCAD SHX Text
SCALE: 1/2"= 1'-0"
AutoCAD SHX Text
%%u%%oW.I.C.
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
A
AutoCAD SHX Text
A-4
AutoCAD SHX Text
A
AutoCAD SHX Text
A-4
AutoCAD SHX Text
%%U%%OUTILITY
AutoCAD SHX Text
AREAS (SQ. FT.)
AutoCAD SHX Text
MODEL 2221 A: ATTIC VENTILATION FBCR R806
AutoCAD SHX Text
ATTIC VENTILATION REQUIRED
AutoCAD SHX Text
8.15%%%
AutoCAD SHX Text
3443.4 SQ. FT.
AutoCAD SHX Text
SOFFIT ONLY (1/150)
AutoCAD SHX Text
ATTIC VENTILATION REQUIRED
AutoCAD SHX Text
WITH ROOF VENTS (1/300)
AutoCAD SHX Text
ROOF VENT MODEL
AutoCAD SHX Text
"SOFFIT ONLY" QUALIFIES
AutoCAD SHX Text
1st STORY
AutoCAD SHX Text
COORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS
AutoCAD SHX Text
ATTIC
AutoCAD SHX Text
QUAD 4
AutoCAD SHX Text
MARK
AutoCAD SHX Text
QUANTITY OF
AutoCAD SHX Text
REQ'D AIR FLOW
AutoCAD SHX Text
7.55%%%
AutoCAD SHX Text
MIN AIR FLOW
AutoCAD SHX Text
(NO ROOF VENTS)
AutoCAD SHX Text
-.-%
AutoCAD SHX Text
-
AutoCAD SHX Text
LOMANCO 770-D
AutoCAD SHX Text
0.97 SQ. FT. FREE AIR
AutoCAD SHX Text
ROOF VENTS ARE NOT REQUIRED
AutoCAD SHX Text
304.3 SQ. FT.
AutoCAD SHX Text
SOFFIT
AutoCAD SHX Text
OF SOFFIT
AutoCAD SHX Text
SOFFIT HAS
AutoCAD SHX Text
OF SOFFIT
AutoCAD SHX Text
(R.V.)
AutoCAD SHX Text
ACM QUAD 4, FULL VENT,
AutoCAD SHX Text
NARROW PATTERN,
AutoCAD SHX Text
8.15%%% FREE AIR FLOW
AutoCAD SHX Text
ROOF VENTS
AutoCAD SHX Text
SOFFIT MODEL
AutoCAD SHX Text
ATTIC AREA/150
AutoCAD SHX Text
22.96 SQ. FT.
AutoCAD SHX Text
ATTIC AREA/300
AutoCAD SHX Text
-.-- SQ. FT.
AutoCAD SHX Text
%%U%%OTANDEM 3 CAR GARAGE
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
HB
AutoCAD SHX Text
DW.
AutoCAD SHX Text
RANGE
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
W/H
AutoCAD SHX Text
L.T.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
D
AutoCAD SHX Text
W
AutoCAD SHX Text
W/H
AutoCAD SHX Text
L.T.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
D
AutoCAD SHX Text
W
AutoCAD SHX Text
HB
AutoCAD SHX Text
A/H
AutoCAD SHX Text
A/H
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
VALLEY
AutoCAD SHX Text
HIP
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
VALLEY
AutoCAD SHX Text
VALLEY
AutoCAD SHX Text
VALLEY
AutoCAD SHX Text
HIP
AutoCAD SHX Text
RIDGE
A-5A
ELECTRICAL
3/16"=1'-0"
07-27-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: C
APE
CORA
L SP
OT
RESI
DENC
E FO
R:
G.C.
D. #
: 116
79
LOT:
46-4
7M
ODEL
:BL
OCK
: 594
8
ADDR
ESS:
2907
SW
30TH
STR
EET
SPEC
UNIT
222
1
DR H
. #: 5
7863
0140
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
GFI
AutoCAD SHX Text
GFI
AutoCAD SHX Text
GFI
AutoCAD SHX Text
GFI
AutoCAD SHX Text
GFI
AutoCAD SHX Text
GFI
AutoCAD SHX Text
H
AutoCAD SHX Text
H
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
FAN (TYP.)
AutoCAD SHX Text
PRE-WIRE FOR
AutoCAD SHX Text
GFI
AutoCAD SHX Text
WP
AutoCAD SHX Text
FAN (TYP.)
AutoCAD SHX Text
PRE-WIRE FOR
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
FAN (TYP.)
AutoCAD SHX Text
PRE-WIRE FOR
AutoCAD SHX Text
3
AutoCAD SHX Text
Electrical Notes:
AutoCAD SHX Text
All outlets in wet areas and all exterior outlets to be GFI's
AutoCAD SHX Text
Install Arc-Fault circuit-Interrupters & Tamper-Resistant Receptacles
AutoCAD SHX Text
shall be installed in dwelling unit. per NEC 210.12 & 406.11
AutoCAD SHX Text
Install Phone & T.V per contract .
AutoCAD SHX Text
INSTALL ALL ELECTRICAL PER NEC 2014
AutoCAD SHX Text
SURFACE MOUNTED CEILING LIGHT
AutoCAD SHX Text
TELEVISION RECEPTION OUTLET
AutoCAD SHX Text
AC/DC SMOKE DETECTOR
AutoCAD SHX Text
TO BE INTERCONNECTED
AutoCAD SHX Text
WALL MTD. BRACKET LIGHT
AutoCAD SHX Text
3 WAY SWITCH
AutoCAD SHX Text
DIMMER SWITCH
AutoCAD SHX Text
GFI SWITCH
AutoCAD SHX Text
TELEPHONE OUTLET
AutoCAD SHX Text
SINGLE POLE SWITCH
AutoCAD SHX Text
A/C DISCONNECT
AutoCAD SHX Text
DUPLEX FLOOD LIGHT
AutoCAD SHX Text
TRACK MTD. LIGHTS
AutoCAD SHX Text
EXHAUST FAN
AutoCAD SHX Text
PUSH BUTTON
AutoCAD SHX Text
FLUSH MOUNTED LIGHT
AutoCAD SHX Text
1/2 SWITCHED DUPLEX OUTLET
AutoCAD SHX Text
DUPLEX RECEPTACLE OUTLET
AutoCAD SHX Text
4-PLEX RECEPTACLE OUTLET
AutoCAD SHX Text
220 V RECEPTACLE OUTLET
AutoCAD SHX Text
SINGLE RECEPTACLE OUTLET
AutoCAD SHX Text
DUPLEX RECETACLE @ ELEV. A.F.F.
AutoCAD SHX Text
ELECTRICAL PANEL
AutoCAD SHX Text
ELECTRICAL METER
AutoCAD SHX Text
120 V JUNCTION BOX
AutoCAD SHX Text
T
AutoCAD SHX Text
TIMER SWITCH
AutoCAD SHX Text
J
AutoCAD SHX Text
GFI
AutoCAD SHX Text
D
AutoCAD SHX Text
3
AutoCAD SHX Text
SD
AutoCAD SHX Text
TV
AutoCAD SHX Text
ELECTRICAL LEGEND
AutoCAD SHX Text
2' UNDER COUNTER LIGHT
AutoCAD SHX Text
4' FLUORESCENT LIGHT
AutoCAD SHX Text
K
AutoCAD SHX Text
P
AutoCAD SHX Text
KEYPAD
AutoCAD SHX Text
ANY RESIDENT HAVING A FOSSIL-BURNING
AutoCAD SHX Text
HEATER OR APPLIANCE, A FIREPLACE, OR
AutoCAD SHX Text
AN ATTACHED GARAGE SHALL HAVE AN
AutoCAD SHX Text
OPERATIONAL CARBON MONOXIDE ALARM
AutoCAD SHX Text
INSTALLED WITHIN 10 FEET OF EACH
AutoCAD SHX Text
ROOM USED FOR SLEEPING PERPOSES.
AutoCAD SHX Text
PER RULE 9B-3.04.72
AutoCAD SHX Text
DOOR BELL
AutoCAD SHX Text
DB
AutoCAD SHX Text
ELECTRICAL PLAN 2221
AutoCAD SHX Text
POWER CO.
AutoCAD SHX Text
200 AMP ELECTRICAL RISER DIAGRAM
AutoCAD SHX Text
#6 CU MIN. TO (2) GROUND RODS,
AutoCAD SHX Text
AT LEAST 6FT APART.
AutoCAD SHX Text
(2) 4/0 AL & (1) 1/0 AL
AutoCAD SHX Text
OR CU EQUIVALENT.
AutoCAD SHX Text
M
AutoCAD SHX Text
200 AMP.
AutoCAD SHX Text
PANEL
AutoCAD SHX Text
200 Amp Service
AutoCAD SHX Text
A
AutoCAD SHX Text
TAG
AutoCAD SHX Text
QUANTITY
AutoCAD SHX Text
PRODUCT
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
P
AutoCAD SHX Text
(25)
AutoCAD SHX Text
(4)
AutoCAD SHX Text
(1)
AutoCAD SHX Text
(X)
AutoCAD SHX Text
(3)
AutoCAD SHX Text
(2)
AutoCAD SHX Text
NOT USED
AutoCAD SHX Text
(3)
AutoCAD SHX Text
(X)
AutoCAD SHX Text
(X)
AutoCAD SHX Text
(X)
AutoCAD SHX Text
(1)
AutoCAD SHX Text
(3)
AutoCAD SHX Text
(X)
AutoCAD SHX Text
36" 4 LT
AutoCAD SHX Text
24" 3 LT
AutoCAD SHX Text
10" Mushrooms
AutoCAD SHX Text
Pendant/Nook
AutoCAD SHX Text
Vapors
AutoCAD SHX Text
Flush Mounted Lt
AutoCAD SHX Text
Coach Lights
AutoCAD SHX Text
Coach Lights
AutoCAD SHX Text
J BOX
AutoCAD SHX Text
5lt Chandelier
AutoCAD SHX Text
3 LT
AutoCAD SHX Text
Pendant Light
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
(4)
AutoCAD SHX Text
(3)
AutoCAD SHX Text
4' Fluorescent
AutoCAD SHX Text
2' Fluorescent
AutoCAD SHX Text
PRE-WIRE FOR
AutoCAD SHX Text
FAN (TYP.)
AutoCAD SHX Text
PRE-WIRE FOR
AutoCAD SHX Text
FAN (TYP.)
AutoCAD SHX Text
VP
AutoCAD SHX Text
B
AutoCAD SHX Text
EXH.
AutoCAD SHX Text
FAN
AutoCAD SHX Text
EXH.
AutoCAD SHX Text
FAN
AutoCAD SHX Text
VP
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
3
AutoCAD SHX Text
TV
AutoCAD SHX Text
TV
AutoCAD SHX Text
TV
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
O
AutoCAD SHX Text
GFI
AutoCAD SHX Text
EXH.
AutoCAD SHX Text
FAN
AutoCAD SHX Text
VP
AutoCAD SHX Text
B
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
SD
AutoCAD SHX Text
SD
AutoCAD SHX Text
SD
AutoCAD SHX Text
SCD
AutoCAD SHX Text
SCD
AutoCAD SHX Text
SD
AutoCAD SHX Text
SD
AutoCAD SHX Text
TV
AutoCAD SHX Text
PENDANT LIGHTS
AutoCAD SHX Text
%%u%%oFLOOR ELECTRICAL PLAN: %%O
AutoCAD SHX Text
"J" BOX
AutoCAD SHX Text
F
AutoCAD SHX Text
F
AutoCAD SHX Text
D.B.
AutoCAD SHX Text
GFI
AutoCAD SHX Text
O
AutoCAD SHX Text
WP
AutoCAD SHX Text
GFI
AutoCAD SHX Text
GFI
AutoCAD SHX Text
SCD
AutoCAD SHX Text
SCD
AutoCAD SHX Text
SD (SMOKE DETECTOR)
AutoCAD SHX Text
SCD (CARBON MONOXIDE/SMOKE DETECTOR
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
O
AutoCAD SHX Text
GARAGE DR OPENER
AutoCAD SHX Text
42 A.F.F.
AutoCAD SHX Text
STRUCTURED
AutoCAD SHX Text
WIRE BOX
AutoCAD SHX Text
SD
AutoCAD SHX Text
200 AMP. ELEC
AutoCAD SHX Text
PANEL BOX
AutoCAD SHX Text
VERIFY LOC.
AutoCAD SHX Text
METER
AutoCAD SHX Text
VERIFY LOC.
AutoCAD SHX Text
W/ 110 OUTLET
AutoCAD SHX Text
F
AutoCAD SHX Text
F
AutoCAD SHX Text
GFI
AutoCAD SHX Text
WP
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
O
AutoCAD SHX Text
GFI
AutoCAD SHX Text
WP
AutoCAD SHX Text
GFI
AutoCAD SHX Text
A
AutoCAD SHX Text
W/ 110 OUTLET
AutoCAD SHX Text
GFI
AutoCAD SHX Text
A
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
L
AutoCAD SHX Text
L
AutoCAD SHX Text
KEYLESS
AutoCAD SHX Text
A/C DISC SWITCH
AutoCAD SHX Text
42" A.F.F
AutoCAD SHX Text
N
AutoCAD SHX Text
All electric, electrical equipment and appliances to be set at or above base flood elevations plus 1'-0" freeboard.
AutoCAD SHX Text
H
AutoCAD SHX Text
GARAGE DR OPENER
AutoCAD SHX Text
L
AutoCAD SHX Text
E
AutoCAD SHX Text
EXH.
AutoCAD SHX Text
FAN
AutoCAD SHX Text
GFI
AutoCAD SHX Text
A/H DISC SWITCH
AutoCAD SHX Text
HB
AutoCAD SHX Text
DW.
AutoCAD SHX Text
RANGE
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
W/H
AutoCAD SHX Text
L.T.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
D
AutoCAD SHX Text
W
AutoCAD SHX Text
W/H
AutoCAD SHX Text
L.T.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
D
AutoCAD SHX Text
W
AutoCAD SHX Text
HB
AutoCAD SHX Text
A/H
AutoCAD SHX Text
A/H
²
²
²
A-6A
SECTION
3/16"=1'-0"
07-27-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: C
APE
CORA
L SP
OT
RESI
DENC
E FO
R:
G.C.
D. #
: 116
79
LOT:
46-4
7M
ODEL
:BL
OCK
: 594
8
ADDR
ESS:
2907
SW
30TH
STR
EET
SPEC
UNIT
222
1
DR H
. #: 5
7863
0140
AutoCAD SHX Text
RESIDENTIAL SPECIFICATIONS
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT
AutoCAD SHX Text
THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL
AutoCAD SHX Text
REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING
AutoCAD SHX Text
2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK
AutoCAD SHX Text
HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO
AutoCAD SHX Text
3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED
AutoCAD SHX Text
TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR
AutoCAD SHX Text
THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO
AutoCAD SHX Text
SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT
AutoCAD SHX Text
4. FOR REQUIRED SOIL BEARING SEE STRUCTURAL.
AutoCAD SHX Text
5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB
AutoCAD SHX Text
SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL,
AutoCAD SHX Text
PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR
AutoCAD SHX Text
STRUCTURAL DRAWINGS.
AutoCAD SHX Text
DETAIL IS SHOWN.
AutoCAD SHX Text
CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.
AutoCAD SHX Text
ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,
AutoCAD SHX Text
ATTACH AND ACCOMMODATE OTHER WORK.
AutoCAD SHX Text
THE DESIGNER PRIOR TO COMMENCING WORK.
AutoCAD SHX Text
SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON
AutoCAD SHX Text
THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE
AutoCAD SHX Text
NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS.
AutoCAD SHX Text
6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE
AutoCAD SHX Text
ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS
AutoCAD SHX Text
ALL WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,
AutoCAD SHX Text
8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER
AutoCAD SHX Text
THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY
AutoCAD SHX Text
TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF
AutoCAD SHX Text
SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
AutoCAD SHX Text
SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY
AutoCAD SHX Text
AND EQUIVALENT STRENGTH PRODUCT.
AutoCAD SHX Text
7. TREATED WOOD REQUIREMENTS:-
AutoCAD SHX Text
OR NATURALLY RESISTANT TO DECAY.
AutoCAD SHX Text
ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR
AutoCAD SHX Text
PRESSURE TREATED.
AutoCAD SHX Text
9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.
AutoCAD SHX Text
SHALL BE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
AutoCAD SHX Text
1
AutoCAD SHX Text
10. LANAI CEILINGS & COVERED ENTRY CEILINGS
AutoCAD SHX Text
1X4 STRIPPING @ 16" O.C. FASTENED WITH 2-8d NAILS TO EACH TRUSS. 5/8"
AutoCAD SHX Text
EXTERIOR GYPBOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALL
AutoCAD SHX Text
SCREWS @ 6" oc EDGE AND FIELD.
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
FLOOR SHEATHING AT 2ND FLOOR
AutoCAD SHX Text
A.P.A. RATED STURDI-FLOOR, EXPOSURE 1, TONGUE & GROOVE EDGES
AutoCAD SHX Text
5
AutoCAD SHX Text
SPAN RATING 48/24 OR BETTER, SEE STUCTURAL
AutoCAD SHX Text
SHINGLES
AutoCAD SHX Text
15# felt shall be installed under asphalt shingles. All asphalt
AutoCAD SHX Text
shingles shall have self sealing strips or be interlocking and
AutoCAD SHX Text
comply with ASTM D 225 or D3462, For fastening see structural.
AutoCAD SHX Text
Installation shall comply with the manufactures requirements for
AutoCAD SHX Text
installation in the given Florida wind zone, as determined by
AutoCAD SHX Text
ASTM D 3161.
AutoCAD SHX Text
ASPHALT SHINGLE ROOF SPEC'S
AutoCAD SHX Text
CLAY AND CONCRETE TILE ROOF SPECS
AutoCAD SHX Text
THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLY
AutoCAD SHX Text
WITH THE PROVISIONS OF R905.3 F.B.C.
AutoCAD SHX Text
MARKING: EACH ROOF TILE SHALL HAVE A PERMANENT
AutoCAD SHX Text
MANUFACTURER'S IDENTIFICATION MARK.
AutoCAD SHX Text
APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTEN
AutoCAD SHX Text
APPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALL
AutoCAD SHX Text
INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:
AutoCAD SHX Text
1. TILE PLACEMENT AND SPACING,
AutoCAD SHX Text
2. ATTACHMENT SYSTEM NECESSARY TO
AutoCAD SHX Text
A. AMOUNT AND PLACEMENT OF MORTAR
AutoCAD SHX Text
B. AMOUNT AND PLACEMENT OF ADHESIVE,
AutoCAD SHX Text
C. TYPE, NUMBER, SIZE, AND LENGTH OF FASTENERS AND CLIPS.
AutoCAD SHX Text
3. UNDERLAYMENT
AutoCAD SHX Text
4. SLOPE REQUIREMENT.
AutoCAD SHX Text
INSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE
AutoCAD SHX Text
LAYER APPLICATION UNDER TILE ROOF.
AutoCAD SHX Text
ROOF SHEATHING
AutoCAD SHX Text
SHEETS SHALL BE MAINTAINED. INSTALL "H" CLIPS AT UNSUPPORTED PANEL EDGES.
AutoCAD SHX Text
FLASHING
AutoCAD SHX Text
FLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL .0179 INCHES
AutoCAD SHX Text
THICK, 26 GAGE AZ50 ALUM ZINC, OR GALVANIZED STEEL .0179 INCHES THICK, 26 GAGE
AutoCAD SHX Text
ZINC COATED G90, FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP
AutoCAD SHX Text
SYSTEM ROOF SHEATHING MANUFACTURERS PUBLISHED REQUIREMENTS. ALL FLASHING AND
AutoCAD SHX Text
INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).
AutoCAD SHX Text
SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.
AutoCAD SHX Text
DIMENSION PLACED PERPENDICULAR TO TRUSSES. A 1/8" SPACE BETWEEN ADJACENT
AutoCAD SHX Text
GENERAL ROOF ASSEMBLY
AutoCAD SHX Text
2
AutoCAD SHX Text
INSTALL PANELS WITH LONG
AutoCAD SHX Text
DRIP EDGE
AutoCAD SHX Text
DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLE ROOFS,
AutoCAD SHX Text
LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM OF 1/2"
AutoCAD SHX Text
BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINIMUM OF 2". DRIP
AutoCAD SHX Text
EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL BE A
AutoCAD SHX Text
MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
AutoCAD SHX Text
COMPLY WITH CURRENT WIND CODE,
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
5.7 SQ. CLEAR OPENING
AutoCAD SHX Text
MINIMUM EGRESS WINDOW DETAIL
AutoCAD SHX Text
R310.2.1 MINIMUM OPENING AREA:- ALL EMERGENCY ESCAPE AND RESCUE ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQAURE FEET (0.530 m² ). ). EXCEPTION:- GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET (0.465 m² ). ). R310.2.1 MINIMUM OPENING HEIGHT:- THE MINIMUM NET CLEAR OPENING THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES (610mm). R310.2.1 MINIMUM OPENING WIDTH:- THE MINIMUM NET CLEAR OPENING THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (508mm). R310.1.1 OPERATIONAL CONSTRAINTS:- EMERGENCY ESCAPE AND RESCUE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. R310.2.3 WINDOW WELLS:- THE MINIMUM HORIZONTAL AREA OF THE WINDOW THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQUARE FEET (0.84 m² ), WITH A MINIMUM HORIZONTAL ), WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES (914mm). THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.
AutoCAD SHX Text
NOTE:EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVE RADIANT BARRIER AND HOUSE WRAP.
AutoCAD SHX Text
RADIANT BARRIER:
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
ATTIC
AutoCAD SHX Text
EXTERIOR
AutoCAD SHX Text
GABLE WALL
AutoCAD SHX Text
EXTERIOR STUD WALL OR TRUSS
AutoCAD SHX Text
EXTERIOR PLYWOOD W/ RADIANT BARRIER ON ATTIC SIDE
AutoCAD SHX Text
HOUSE WRAP
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
RADIANT BARRIER GLUED TO PLYWOOD
AutoCAD SHX Text
TOP CHORD
AutoCAD SHX Text
ATTIC
AutoCAD SHX Text
EXTERIOR
AutoCAD SHX Text
CORNER OF
AutoCAD SHX Text
MID WALL
AutoCAD SHX Text
FELT STRIP
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
CORNER BEAD
AutoCAD SHX Text
WEEP SCREED
AutoCAD SHX Text
FELT STRIP
AutoCAD SHX Text
WIRE LATH
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
OVER FELT
AutoCAD SHX Text
OVER FELT STRIP
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
FELT STRIP
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
CORNER OF
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
OVER WIRE LATH
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
OVER BLOCK WALL
AutoCAD SHX Text
OVER WIRE LATH
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
DECO. TEXTURED FINISH
AutoCAD SHX Text
OVER WIRE LATH
AutoCAD SHX Text
DECO. TEXTURED FINISH
AutoCAD SHX Text
FRAME WALL
AutoCAD SHX Text
FELT OVER
AutoCAD SHX Text
FRAME WALL
AutoCAD SHX Text
WIRE LATH
AutoCAD SHX Text
OVER FELT
AutoCAD SHX Text
MID WALL
AutoCAD SHX Text
WEEP SCREED
AutoCAD SHX Text
OVER FELT STRIP
AutoCAD SHX Text
WIRE LATH OVER
AutoCAD SHX Text
MID WALL
AutoCAD SHX Text
WEEP SCREED
AutoCAD SHX Text
OVER FELT STRIP
AutoCAD SHX Text
FRAME WALL
AutoCAD SHX Text
FELT PAPER
AutoCAD SHX Text
MITER OVER SCREED
AutoCAD SHX Text
WIRE THE CONTROL
AutoCAD SHX Text
JOINT TO LATH WITH
AutoCAD SHX Text
18 GA. GALVANIZED
AutoCAD SHX Text
WIRE AT 7' O.C. MAX.
AutoCAD SHX Text
AMICO M-TYPE
AutoCAD SHX Text
CONTROL JOINT
AutoCAD SHX Text
AMCJM-780 OR
AutoCAD SHX Text
APPROVED EQUAL
AutoCAD SHX Text
OVER LATH (CUT
AutoCAD SHX Text
LATH BEHIND
AutoCAD SHX Text
CONTROL JOINT 1/4'
AutoCAD SHX Text
MIN. GAP) LOCATE
AutoCAD SHX Text
OVER STUD ONLY
AutoCAD SHX Text
AND PER NOTE 1
AutoCAD SHX Text
FULLY EMBED BACK FACE
AutoCAD SHX Text
OF WEEP SCREED IN
AutoCAD SHX Text
CAULK. LET OOZE OUT AT
AutoCAD SHX Text
CORNER AND SCREED 2"
AutoCAD SHX Text
MIN. WIDTH
AutoCAD SHX Text
MITER OUT CORNER
AutoCAD SHX Text
BEAD AT
AutoCAD SHX Text
MID WALL
AutoCAD SHX Text
WEEP SCREED
AutoCAD SHX Text
*
AutoCAD SHX Text
NOTE 1:
AutoCAD SHX Text
MAX OF 144 SQ. FT.
AutoCAD SHX Text
BETWEEN CONTROL
AutoCAD SHX Text
JOINTS. NOT GREATER
AutoCAD SHX Text
THAN 18'-0"O.C. MAX
AutoCAD SHX Text
AREA RATIO OF
AutoCAD SHX Text
CONTROL JOINTS-2-2/1 TO 1
AutoCAD SHX Text
(AT WOOD
AutoCAD SHX Text
FRAME ONLY)
AutoCAD SHX Text
*
AutoCAD SHX Text
CAULK CENTER JOINT
AutoCAD SHX Text
IN MID WALL WEEP
AutoCAD SHX Text
SCREED 2" IN EA.
AutoCAD SHX Text
DIRECTION AT CORNER
AutoCAD SHX Text
WOOD FRAME
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
%%UMASONRY WALL
AutoCAD SHX Text
%%UMASONRY WALL
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
%%UWEEP SCREED DETAIL
AutoCAD SHX Text
INSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE
AutoCAD SHX Text
WOOD STUD FRAMING IS ABOVE MASONRY WALLS.
AutoCAD SHX Text
MID WALL
AutoCAD SHX Text
WEEP SCREED
AutoCAD SHX Text
OVER FELT STRIP
AutoCAD SHX Text
MASONRY NAIL
AutoCAD SHX Text
6" WIDE FELT
AutoCAD SHX Text
METAL LATH
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
PAPER BACK
AutoCAD SHX Text
WALL SHEATHING
AutoCAD SHX Text
WITH HOUSE WRAP
AutoCAD SHX Text
OR ZIP SYSTEM
AutoCAD SHX Text
WALL SHEATHING
AutoCAD SHX Text
WOOD FRAMING EITHER FLOOR TRUSS OR GABLE END TRUSS
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
FELT AND
AutoCAD SHX Text
WEEP SCREED
AutoCAD SHX Text
%%UMID WALL WEEP SCREED DETAIL
AutoCAD SHX Text
OVER
AutoCAD SHX Text
WITH FELT
AutoCAD SHX Text
FRAME WALL
AutoCAD SHX Text
WIRE LATH
AutoCAD SHX Text
WOOD FRAME
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
%%UPAN FLASHING PER R703.4
AutoCAD SHX Text
R703.4 - Where flashing instructions or details are not provided by the window or door manufacturer or by the flashing manufacturer, "pan flashing" shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water-resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
AutoCAD SHX Text
"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 n Stick Flashing Membrane - Fluid Applied Flashing For such products, follow the manufacturer's installation instructions.
AutoCAD SHX Text
INSTALL "PAN" FLASHING AT THE SILL
AutoCAD SHX Text
WHERE "PAN" FLASHING IS USED AT THE SILL, ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES
AutoCAD SHX Text
EXTERIOR WALL
AutoCAD SHX Text
OPENING FOR WINDOW OR DOOR
AutoCAD SHX Text
THE FLASHING INSTRUCTIONS FROM THE WINDOW / DOOR MFR., OR THE FLASHING MFR., SHALL SUPERCEDE THIS DETAIL.
AutoCAD SHX Text
For in-depth flashing installation instructions, refer to the following publications: FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AAMA/WDMA 300
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
PRECAST CONCRETE SILL
AutoCAD SHX Text
1/2" DRYWALL W/ TEXTURED WALLS
AutoCAD SHX Text
WOOD BASE
AutoCAD SHX Text
1X2 P.T. FURRING STRIPS @ 24" O.C.
AutoCAD SHX Text
W/ INSULATION (MIN. R4.1)
AutoCAD SHX Text
DECO. CEMENT FINISH
AutoCAD SHX Text
PER ASTM C-926
AutoCAD SHX Text
SILL SET IN MORTAR
AutoCAD SHX Text
SEE ENERGY CODE FORMS
AutoCAD SHX Text
FOR INSULATION R-VALUES
AutoCAD SHX Text
1X4 P.T. STRIP
AutoCAD SHX Text
VENTED SOFFIT
AutoCAD SHX Text
SHALL MEET R703.1.2.1
AutoCAD SHX Text
SEE TABLE 3 ON S-3
AutoCAD SHX Text
DRYWALL CEILING
AutoCAD SHX Text
PER NOTE 9 IN
AutoCAD SHX Text
TABLE 1 ON A-6
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
PROVIDE TERMITE TREATMENT
AutoCAD SHX Text
WITH "BORA CARE".
AutoCAD SHX Text
SLOPE TO EXTERIOR
AutoCAD SHX Text
ROOF SHEATHING PER SCHEDULE 2/S-3.
AutoCAD SHX Text
AND PER NOTES IN TABLE 2 ON A-6
AutoCAD SHX Text
TILE ROOF PER NOTE 4 ON A-6.
AutoCAD SHX Text
OR SHINGLE ROOF PER NOTE 3 ON A-6
AutoCAD SHX Text
EMBEDDED STRAP AT EACH
AutoCAD SHX Text
TRUSS, SEE STRUCTURAL.
AutoCAD SHX Text
FLASHING AND
AutoCAD SHX Text
DRIP EDGE PER NOTES
AutoCAD SHX Text
IN TABLE 2 ON A-6
AutoCAD SHX Text
WINDOW, SEE SCHEDULE AND PLAN.
AutoCAD SHX Text
PRECAST LINTEL,
AutoCAD SHX Text
SEE STRUCTURAL
AutoCAD SHX Text
WINDOW BUCKS, SEE STUCTURAL
AutoCAD SHX Text
PROVIDE VENTILATION
AutoCAD SHX Text
PER R806.1
AutoCAD SHX Text
WOOD TRUSSES @ 24" O.C. (TYPICAL)
AutoCAD SHX Text
DESIGNED BY DELEGATED TRUSS ENGINEER.
AutoCAD SHX Text
2X6 MIN. SUB FASCIA
AutoCAD SHX Text
CONCRETE FOOTING, SEE
AutoCAD SHX Text
STUCTURAL PLAN FOR
AutoCAD SHX Text
SIZE AND REINFORCING.
AutoCAD SHX Text
UP TO 4 COURSE
AutoCAD SHX Text
STEM WALL, SEE
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
2
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
FOR FASTENING, SEE STRUCTURAL.
AutoCAD SHX Text
CONCRETE SLAB ON GRADE, SEE STRUCTURAL
AutoCAD SHX Text
8" MASONRY WALL, SEE STRUCTURAL
AutoCAD SHX Text
BOND BEAM AND LINTEL, SEE STRUCTURAL
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
SET 8F8-1B LINTEL AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8x8 BOND BEAM w/ 1#5 , TOP @ 9'-4", GROUT ALL SOLID
AutoCAD SHX Text
6"x12" RECESS, SEE DETAIL
AutoCAD SHX Text
0'-0" REFERENCE
AutoCAD SHX Text
4" SLAB w/ 2,500 PSI CONC. w/ 6x6#10/10 W.W.M. REINFORCING OVER 6 MIL VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%
AutoCAD SHX Text
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
AutoCAD SHX Text
SLOPE 2"
AutoCAD SHX Text
-15"
AutoCAD SHX Text
-4"
AutoCAD SHX Text
PAVERS BY OTHERS
AutoCAD SHX Text
PAVERS BY OTHERS
AutoCAD SHX Text
PLAN NOTES: 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0". 2) 'F#' DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET. 3) # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET. 4) "P" DENOTES 8"x8" CONCRETE RIBBON w/ 1-#5 BAR AT EDGE OF PAVERS. 5) PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING TO BOND 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-3.
AutoCAD SHX Text
NOTE: REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. ADD CORNER BAR 25"x25" AT EACH LONGITUDINAL BAR PER DETAIL 6/S-3.
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
1'-2"
AutoCAD SHX Text
1'-2"
AutoCAD SHX Text
PAD FOOTING SCHEDULE
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
5'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
5'-0"
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
USED
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
2'-6"
AutoCAD SHX Text
3'-6"
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
2'-6"
AutoCAD SHX Text
3'-6"
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
BOTTOM REINF.
AutoCAD SHX Text
4-#5
AutoCAD SHX Text
3-#5
AutoCAD SHX Text
4-#5
AutoCAD SHX Text
SHORT WAY
AutoCAD SHX Text
LONG WAY
AutoCAD SHX Text
4-#5
AutoCAD SHX Text
3-#5
AutoCAD SHX Text
4-#5
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
1'-8"
AutoCAD SHX Text
0'-10"
AutoCAD SHX Text
0'-8"
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
1'-8"
AutoCAD SHX Text
WALL FOOTING SCHEDULE
AutoCAD SHX Text
F4
AutoCAD SHX Text
F6
AutoCAD SHX Text
F5
AutoCAD SHX Text
F3
AutoCAD SHX Text
F2
AutoCAD SHX Text
F1
AutoCAD SHX Text
USED
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
1'-4"
AutoCAD SHX Text
1'-4"
AutoCAD SHX Text
1'-4"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
1'-8"
AutoCAD SHX Text
1'-4"
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
SHAPE
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
BOTTOM
AutoCAD SHX Text
REINFORCING
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
%%uFOUNDATION PLAN
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
0'-8"
AutoCAD SHX Text
F6A
AutoCAD SHX Text
0'-8"
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
1-#5
AutoCAD SHX Text
FOR PLUMBING EMBEDS IN SLAB, SEE HOUSE PLAN SHEET A-2
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
PROVIDE TERMITE TREATMENT ABOVE SLAB WITH "BORA CARE"
AutoCAD SHX Text
(+33.5, -36.3) WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR. (Vasd=124 MPH, RISK CAT II, ENCLOSED, kd=0.85, H=15')
AutoCAD SHX Text
(+33.5, -36.3)
AutoCAD SHX Text
(+33.5, -36.3)
AutoCAD SHX Text
(+33.5, -44.8)
AutoCAD SHX Text
(+28.2, -31.5)
AutoCAD SHX Text
(+33.5, -36.3)
AutoCAD SHX Text
(+33.5, -44.8)
AutoCAD SHX Text
#5 BAR IN GROUTED CELL, LAP 25" WITH #5 DOWEL OUT OF SLAB, WITH 7" HOOK INTO TOP OF BOND BEAM
AutoCAD SHX Text
SET A/C PAD ABOVE BASE FLOOD ELEVATION w/ 1'-0" FREEBOARD PER FBCR R322.2.1
AutoCAD SHX Text
SET W/H ABOVE BASE FLOOD ELEVATION w/ 1'-0" FREEBOARD PER FBCR R322.2.1
AutoCAD SHX Text
INSTALL 1~6" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1
AutoCAD SHX Text
SAWCUT SLAB PER DETAIL 5/S-3
AutoCAD SHX Text
HOLLOW DOT IS #5 VERTICAL IN WINDOW SILL (NO VERTICALS IN HEADER)
AutoCAD SHX Text
LOWEST POINT OF GARAGE SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
AutoCAD SHX Text
RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR PAVER LANAI OR WHERE IMPACT WINDOWS ARE REQUIRED.
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
6"x12" RECESS,
AutoCAD SHX Text
SEE DETAIL
AutoCAD SHX Text
F2
AutoCAD SHX Text
C
AutoCAD SHX Text
F2
AutoCAD SHX Text
(+29.4, -33.3)
AutoCAD SHX Text
(+29.4, -33.3)
AutoCAD SHX Text
A
AutoCAD SHX Text
F2
AutoCAD SHX Text
W/H
AutoCAD SHX Text
D
AutoCAD SHX Text
W
AutoCAD SHX Text
W/H
AutoCAD SHX Text
D
AutoCAD SHX Text
W
AutoCAD SHX Text
A/H
AutoCAD SHX Text
A/H
AutoCAD SHX Text
(+33.5, -36.3)
AutoCAD SHX Text
(+33.5, -44.8)
AutoCAD SHX Text
8"x8" THICKENED SLAB @ SHOWER
AutoCAD SHX Text
SHOWER RECESS, SEE HOUSE PLANS
AutoCAD SHX Text
(+33.5, -36.3)
AutoCAD SHX Text
(+33.5, -36.3)
AutoCAD SHX Text
(+33.5, -36.3)
AutoCAD SHX Text
S-4
AutoCAD SHX Text
1
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
F2
AutoCAD SHX Text
FV
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
F2
AutoCAD SHX Text
FLOOD VENTS REQUIRED, GARAGE AREA 886 SF S.V. = SMART VENT BRAND SERVICES 200 SF EACH = SMART VENT BRAND SERVICES 200 SF EACH X 4 = 800 SF F.V. = GENERAL 8x16 FLOOD VENT SERVICES 128 = GENERAL 8x16 FLOOD VENT SERVICES 128 SF x 1 = 128 SF TOTAL VENTS SERVICE 928 SF, ONY 886 REQUIRED. BOTTOM OF VENTS 12" MAX ABOVE THE FLOOR
AutoCAD SHX Text
SV
AutoCAD SHX Text
A
AutoCAD SHX Text
F2
AutoCAD SHX Text
%%UFOOTING DETAILS
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
%%UGARAGE DOOR RECESS
AutoCAD SHX Text
2-#5 CONTINUOUS w/ 3" CLEAR COVER
AutoCAD SHX Text
4" CONCRETE SLAB
AutoCAD SHX Text
RECESS
AutoCAD SHX Text
%%U'P' PAVER RIBBON
AutoCAD SHX Text
MORTAR BED
AutoCAD SHX Text
PAVERS
AutoCAD SHX Text
8"x8" CONCRETE RIBBON AT EDGE OF PAVERS w/ 1-#5
AutoCAD SHX Text
4 COURSE STEMWALL, GROUT SOLID
AutoCAD SHX Text
SLAB ON GRADE, SEE PLAN
AutoCAD SHX Text
FINISHED GRADE, SEE SITE PLAN
AutoCAD SHX Text
DOWEL TO MATCH WALL REINFORCING, LAP 25"
AutoCAD SHX Text
3" CLEAR COVER TO REINFORCING
AutoCAD SHX Text
EMBED DOWELS 5" WITH 10" STD HOOK
AutoCAD SHX Text
CONCRETE STRIP FOOTING SEE PLAN
AutoCAD SHX Text
%%UHOUSE
AutoCAD SHX Text
%%U'F2' FOOTING
AutoCAD SHX Text
S-1
AutoCAD SHX Text
1
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
BY
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DESIGN/DRAWN
AutoCAD SHX Text
DWB/GH
AutoCAD SHX Text
DWB
AutoCAD SHX Text
07/27/19
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
DR11679
AutoCAD SHX Text
SHEET OF 4
AutoCAD SHX Text
DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
AutoCAD SHX Text
BUILDER:
AutoCAD SHX Text
(239) 549-4554
AutoCAD SHX Text
CA# 8829
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
SYSTEMS
AutoCAD SHX Text
OF NORTH FLORIDA
AutoCAD SHX Text
1634 S.E. 47th STREET, SUITE #3
AutoCAD SHX Text
CAPE CORAL, FL 33904
AutoCAD SHX Text
STRUCTURAL ENGINEERING:
AutoCAD SHX Text
FOR SCOSTA TRUSS, 160 MPH, EXPOSURE C, A ELEVATION, 3 CAR GARAGE, JOB # 44227A3, DATED: 07/08/20, REVISED: NONE
AutoCAD SHX Text
MODEL 2221 A
AutoCAD SHX Text
2907 S.W. 30TH STREET CAPE CORAL, FLORIDA LOTS: 46-47 BLOCK: 5948 SUBDIVISION: CAPE CORAL SPOT
AutoCAD SHX Text
3 CAR GARAGE
derek
Seal Transparent
derek
Statement 3
” ”” ”
” ”
J2
J2
B3
J5
B2
J2
B1
J4
J2J4J4 EJ8
EJ8
EJ8
EJ8
EJ8
J6A
J6A
CJ12ACJ1
2A
J6B
J4B
J4A
J2
CJ12A
A5
A2
J6
J6
J4
A7
A4
A1
CJ12
J6A
J6A
A6
A3
J4A J2
J2J2
J4
J2
CJ9
C1
J4
J2
J2
J4
CJ9
J2J4J4
J2A
J2AJ2A
D1
CJ6
CJ6
J2A
V1
V2
V3
V4
V1
V2
EJ8
A12
C2
EJ8A
D2
EJ5
A11
A9
A13
A16
A19
A14
A17
A15
A18
EJ4
A8
A10
J2
J2
J2
J2
J4
J4
J4
J4
J6A
J6A
J6A
J6A
EJ8
EJ8
EJ8
EJ8
EJ8
EJ8
CJ12A
CJ12AB4
B5B6
V5
V6
V7
V8
V9
AutoCAD SHX Text
%%UPRECAST LINTEL SCHEDULE
AutoCAD SHX Text
%%U8F8-1B
AutoCAD SHX Text
%%U8F16-1B/1T
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
AutoCAD SHX Text
LINTELS BEAR 4" MIN EACH END
AutoCAD SHX Text
'0B' DENOTES 'NO REBAR'
AutoCAD SHX Text
%%U8F16-1B/1T
AutoCAD SHX Text
%%U8F16-1B/1T
AutoCAD SHX Text
%%U8F16-1B/1T
AutoCAD SHX Text
SET 8F8-1B LINTEL AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8x8 BOND BEAM w/ 1#5 , TOP @ 9'-4", GROUT ALL SOLID
AutoCAD SHX Text
%%U8F8-1B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-1B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-1B
AutoCAD SHX Text
%%U8F8-1B
AutoCAD SHX Text
BOT @ 12'-0"
AutoCAD SHX Text
S-3
AutoCAD SHX Text
10
AutoCAD SHX Text
S-4
AutoCAD SHX Text
2
AutoCAD SHX Text
%%UBEARING LEGEND
AutoCAD SHX Text
BEARING @ 9'-4"
AutoCAD SHX Text
BEARING @ 13'-11"
AutoCAD SHX Text
At Exterior Stud Walls and Gable Ends with Wall Sheathing, apply plaster over metal lath over water resistive barrier as follows: Plaster R703.6.2: 3-coat 7/8" thick portland cement based : 3-coat 7/8" thick portland cement based thick portland cement based plaster per ASTM C926. Metal Lath R703.6.1: Self furring paper backed 2.5lb diamond : Self furring paper backed 2.5lb diamond mesh metal lath per ASTM C847, G60 galvanized, fastened per ASTM C1063 with 1-1/2” long, 11 gage nails with 7/16” long, 11 gage nails with 7/16” head (roofing nails) at 7” oc, or 1-1/2” long, 16 gage staples oc, or 1-1/2” long, 16 gage staples long, 16 gage staples at 6” oc, into the framing members (ie, the nails or staples oc, into the framing members (ie, the nails or staples must align with and penetrate 3/4” into the framing studs). into the framing studs). Water Resistive Barrier (WRB) R703.6.3: Water-resistive : Water-resistive vapor-permeable barrier with a performance at least equivalent to 2 layers of Grade D paper. The individual layers shall be installed independently. An approved house wrap may be used for the 1st layer and metal lath with approved paper backing may be the 2nd layer (Note: ZIP wall sheathing with seam tape qualifies as the first layer).
AutoCAD SHX Text
PLAN NOTES: 1) ROOF TRUSS BEARING ELEVATION VARIES, SEE LEGEND. 2) ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER PER DESIGN CRITERIA ON SHEE S-3. 3) PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS SHEET. 4) FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-3. 5) 8F8-1B etc, DENOTES PRECAST LINTEL ABOVE DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET. 6) AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND BEAM w/ 1-#5 CONTINUOUS, SEE DETAIL 10/S-3. 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-3.
AutoCAD SHX Text
%%UROOF FRAMING PLAN
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
S-4
AutoCAD SHX Text
1
AutoCAD SHX Text
LANAI CEILING PER 2/S-3
AutoCAD SHX Text
HOOK #5 BAR INTO TOP OF BOND BEAM
AutoCAD SHX Text
WALL ABOVE WITH BOND BEAM AT TOP
AutoCAD SHX Text
#5 VERTICAL ABOVE LINTEL ONLY WHERE NOTED ON PLAN
AutoCAD SHX Text
'1B' DENOTES 1-#5 BOTTOM WITH 7" HOOK EACH END
AutoCAD SHX Text
8" PRECAST LINTEL
AutoCAD SHX Text
1-#5 TOP
AutoCAD SHX Text
1-#5 BOTTOM
AutoCAD SHX Text
ATTIC ACCESS
AutoCAD SHX Text
AIR HANDLER IN CLOSET BELOW. NO RECESS IN TRUSS
AutoCAD SHX Text
1-META16 @ TRUSS A1
AutoCAD SHX Text
1-META16 @ TRUSS A1
AutoCAD SHX Text
ENTRY CEILING PER 2/S-3
AutoCAD SHX Text
8F8-1B LINTEL BOTTOM @ 9'-4, WOOD FRAMED ARCH BELOW, ADD COURSING AS NEEDED, 8x8 BOND BEAM w/ 1#5, TOP @ 13'-11"
AutoCAD SHX Text
#5 BAR IN GROUTED CELL w/ 7" HOOK INTO TOP OF BOND BEAM
AutoCAD SHX Text
PER FBC 2017 R302.6: Dwelling/garage fire separation - The garage shall be separated from the residence and attics by not less than 1/2 inch gypsum board or equivalent applied to the garage side. Structures supporting floor/ceiling assemblies used for separation shall have not less than 1/2 inch gypsum board or equivalent.
AutoCAD SHX Text
EMBED META16 AT ALL TRUSSES EXCEPT AS NOTED AT GIRDERS
AutoCAD SHX Text
8x8 CONTINUOUS MASONRY BOND BEAM AT TOP OF WALL WITH 1#5 BAR, PROVIDE CORNER BARS PER 8/S-3
AutoCAD SHX Text
WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES, INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET (DR HORTON REQUIREMENT)
AutoCAD SHX Text
CORNER BARS IN BOND BEAM PER 8/S-3
AutoCAD SHX Text
1-META16 TYP. SEE 2/S-4
AutoCAD SHX Text
1-META16 TYP., SEE 2/S-4
AutoCAD SHX Text
DUAL BEARING, MASONRY TO 9'-4", STUD KNEEWALL TO 13'-11"
AutoCAD SHX Text
B3 BEARS ON CORNER @ 9'-4"
AutoCAD SHX Text
1-META16 @ A2
AutoCAD SHX Text
1-META16 @ B4
AutoCAD SHX Text
1-META16 @ B4
AutoCAD SHX Text
1-HTT4 THIS SIDE OF B6 w/ ~0" ALLTHREAD, DRILL& EPOXY 12" MIN. EMBED
AutoCAD SHX Text
INSTALL META16 AT ALL TRUSSES TO 1450 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
AutoCAD SHX Text
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 STRONG TIE. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTRUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 3) WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER 2/S-3.
AutoCAD SHX Text
12-0.162X3~8", EMBED 4"
AutoCAD SHX Text
10-0.148X1~8", EMBED 4"
AutoCAD SHX Text
10-0.148X1~8", EMBED 4"
AutoCAD SHX Text
9-0.148X1~8"", EMBED 4"
AutoCAD SHX Text
14-0.162X3~8", EMBED 4"
AutoCAD SHX Text
12-0.162X3~8", EMBED 4"
AutoCAD SHX Text
FASTENER
AutoCAD SHX Text
8-0.148x1~8", EMBED 4"
AutoCAD SHX Text
TRUSS STRAPPING TO MASONRY
AutoCAD SHX Text
(2)HHETA12 TO 40
AutoCAD SHX Text
(2)HETA16 TO 40
AutoCAD SHX Text
(2)META16 TO 40
AutoCAD SHX Text
(2)META16 TO 40
AutoCAD SHX Text
(1)HHETA16 TO 40
AutoCAD SHX Text
2365 (2 PLY)
AutoCAD SHX Text
2365 (2 PLY)
AutoCAD SHX Text
1795 (2 PLY)
AutoCAD SHX Text
1875 (1 PLY)
AutoCAD SHX Text
2120
AutoCAD SHX Text
(1)HETA16 TO 40
AutoCAD SHX Text
(1)META16 TO 40
AutoCAD SHX Text
CONNECTOR
AutoCAD SHX Text
MAX TRUSS UPLIFT
AutoCAD SHX Text
@ 24" OC (LBS)
AutoCAD SHX Text
1810
AutoCAD SHX Text
1450
AutoCAD SHX Text
R4-021020
AutoCAD SHX Text
10690/SYP 10690/SPF
AutoCAD SHX Text
4670/SYP 4015/SPF
AutoCAD SHX Text
4235/SYP 3640/SPF
AutoCAD SHX Text
3965/SYP 3330/SPF
AutoCAD SHX Text
5445/SYP 5360/SPF
AutoCAD SHX Text
10790/SYP 10790/SPF
AutoCAD SHX Text
HTT5
AutoCAD SHX Text
(1)HGT-2
AutoCAD SHX Text
HTT4
AutoCAD SHX Text
MGT (2 PLY)
AutoCAD SHX Text
HTT5KT
AutoCAD SHX Text
(1)HGT-3
AutoCAD SHX Text
16-0.148x3" TO GIRDER,
AutoCAD SHX Text
18-0.162X2~8", ~0" ATR, EPOXY 12"
AutoCAD SHX Text
22-0.148X3" ATR, EPOXY 12"
AutoCAD SHX Text
26-0.148X3", ~0" ATR, EPOXY 12"
AutoCAD SHX Text
26-SD#10x2~8, ~0" ATR, EPOXY 18"
AutoCAD SHX Text
16-0.148X3" TO GIRDER,
AutoCAD SHX Text
(2)~w" ATR, EPOXY 12"
AutoCAD SHX Text
(2)~w" ATR, EPOXY 12"
AutoCAD SHX Text
24-10dx1~8"
AutoCAD SHX Text
INSTALL AT ALL TRUSSES TO 840 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
AutoCAD SHX Text
(1)HTS20 to 30
AutoCAD SHX Text
(4)HTS20 to 30
AutoCAD SHX Text
(3)HTS20 to 30
AutoCAD SHX Text
(2)HTS20 to 30
AutoCAD SHX Text
NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE SIMPSON STRONG TIE. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTRUCTIONS.
AutoCAD SHX Text
2250
AutoCAD SHX Text
4500
AutoCAD SHX Text
3375
AutoCAD SHX Text
1125
AutoCAD SHX Text
24-10dx1~8"
AutoCAD SHX Text
24-10dx1~8"
AutoCAD SHX Text
24-10dx1~8"
AutoCAD SHX Text
(1)MTS16 to 20
AutoCAD SHX Text
(3)MTS16 to 20
AutoCAD SHX Text
(2)MTS16 to 20
AutoCAD SHX Text
CONNECTOR
AutoCAD SHX Text
TRUSS STRAPPING TO STUD WALL/WOOD BEAM
AutoCAD SHX Text
@ 24" OC (LBS)
AutoCAD SHX Text
MAX TRUSS UPLIFT
AutoCAD SHX Text
850
AutoCAD SHX Text
2550
AutoCAD SHX Text
1700
AutoCAD SHX Text
14-10dx1~8"
AutoCAD SHX Text
14-10dx1~8"
AutoCAD SHX Text
14-10dx1~8"
AutoCAD SHX Text
FASTENER
AutoCAD SHX Text
R4-021020
AutoCAD SHX Text
1-HTT4, THIS SIDE, OF B6 w/ ~0" ALLTHREAD, DRILL &EPOXY 12" MIN. EMBED
AutoCAD SHX Text
W/H
AutoCAD SHX Text
D
AutoCAD SHX Text
W
AutoCAD SHX Text
W/H
AutoCAD SHX Text
D
AutoCAD SHX Text
W
AutoCAD SHX Text
A/H
AutoCAD SHX Text
A/H
AutoCAD SHX Text
1-META16, TYPICAL
AutoCAD SHX Text
S-4
AutoCAD SHX Text
2
AutoCAD SHX Text
%%U8F8-1B
AutoCAD SHX Text
1-META16, TYPICAL
AutoCAD SHX Text
1-HETA20 @ A1
AutoCAD SHX Text
WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C., USE ~0" DRYWALL OR ~8" SAG RESISTANT PER SETION 702.3.5
AutoCAD SHX Text
FALSE KNEEWALL
AutoCAD SHX Text
FALSE KNEEWALL
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
%%UBEVELED BLOCKING
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
ROOF SHEATHING
AutoCAD SHX Text
ROOF TRUSS
AutoCAD SHX Text
2x_ BLOCKING w/ BEVEL CUT TOP. BLOCKING CAN BE EITHER SIDE OF TRUSS
AutoCAD SHX Text
16d NAILS @ 8" OC
AutoCAD SHX Text
8d RING SHANK NAILS @ 6" OC
AutoCAD SHX Text
S-2
AutoCAD SHX Text
2
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
BY
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DESIGN/DRAWN
AutoCAD SHX Text
DWB/GH
AutoCAD SHX Text
DWB
AutoCAD SHX Text
07/27/19
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
DR11679
AutoCAD SHX Text
SHEET OF 4
AutoCAD SHX Text
DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
AutoCAD SHX Text
BUILDER:
AutoCAD SHX Text
(239) 549-4554
AutoCAD SHX Text
CA# 8829
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
SYSTEMS
AutoCAD SHX Text
OF NORTH FLORIDA
AutoCAD SHX Text
1634 S.E. 47th STREET, SUITE #3
AutoCAD SHX Text
CAPE CORAL, FL 33904
AutoCAD SHX Text
STRUCTURAL ENGINEERING:
AutoCAD SHX Text
FOR SCOSTA TRUSS, 160 MPH, EXPOSURE C, A ELEVATION, 3 CAR GARAGE, JOB # 44227A3, DATED: 07/08/20, REVISED: NONE
AutoCAD SHX Text
MODEL 2221 A
AutoCAD SHX Text
2907 S.W. 30TH STREET CAPE CORAL, FLORIDA LOTS: 46-47 BLOCK: 5948 SUBDIVISION: CAPE CORAL SPOT
AutoCAD SHX Text
3 CAR GARAGE
derek
Seal Transparent
AutoCAD SHX Text
2
AutoCAD SHX Text
10
AutoCAD SHX Text
DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL 1. FLOOR & ROOF UNIFORM LOADS: FLOORS: LIVE LOAD 40 PSF, DEAD LOAD: SLAB ON GRADE ROOF: LIVE TOP CHORD 20 PSF LIVE BOTTOM CHORD 10 PSF (NON-CONCURRENT w/ TCLL) CEMENT ROOF TILE DEAD LOAD 25 PSF TOTAL SHINGLE/METAL ROOFING DEAD LOAD 15 PSF TOTAL MINIMUM DEAD LOAD FOR WIND: TC 5 PSF, BC 5 PSF DEFLECTION CRITERIA: ROOF L/240 LIVE, L/180 TOTAL 2. WIND LOADS: WIND DESIGN PER ASCE7-10 BASIC WIND SPEED (ASCE7-10) 160 MPH NOMINAL WIND SPEED (Vasd TABLE R301.2.1.3) 124 MPH BUILDING CATEGORY II IMPORTANCE FACTOR 1.00 EXPOSURE C MEAN ROOF HEIGHT 15 FT ROOF PITCH 5/12 ENCLOSURE CLASS. ENCLOSED INTERNAL PRES. COEFF. +/- 0.18 WINDOW/DOOR DESIGN WIND PRESSURE, SEE TABLE IN DETAIL 3. SOFFITS - PER R703.1.2.1, ALL SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED IN TABLE R301.2(2) FOR WALLS. 3. REINFORCED CONCRETE: DESIGN AS PER ACI 318-14 REQUIRED COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE f'c = 2500 PSI 3~8" MINIMUM THICKNESS REINFORCED WITH 6x6 w1.4xw1.4 WWF OR FIBERMESH. CONVENTIONAL SHALLOW FOOTINGS f'c = 2500 PSI BEAMS AND COLUMNS f'c = 3000 PSI ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS 3" SLAB ON GRADE CENTERED BEAMS 1~8" COLUMNS 1~8" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. REINFORCING STEEL - ASTM A615 GRADE 60 FOR #3 TO #11 WELDED WIRE FABRIC - ASTM A185 SPLICES IN REINFORCING, SHALL BE 40 BAR DIAMETERS. NON-CONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING IS NOT SPACED MORE THAN 5" APART FOR #5 BARS. FORMWORK AND SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS REACHED AT LEAST 2/3 OF THE REQUIRED 28 DAY STRENGTH. 4. REINFORCED MASONRY: DESIGN PER ACI 530-13 REQUIRED COMPRESSIVE STRENGTHS: MASONRY WALLS f'm = 1500 PSI REINFORCING STEEL - ASTM A615 GRADE 60. SPLICES IN REINFORCING, SHALL BE 48 BAR DIAMETERS. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. ALL CELLS BELOW FINISHED GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AT DOT LOCATIONS ON PLAN. 5. DELEGATED-ENGINEERED WOOD ROOF & FLOOR TRUSSES: ALL WOOD ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY A DELEGATED TRUSS ENGINEER PER RULE 61G15-31.003 OF THE FLORIDA ADMINISTRATIVE CODE. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." FOR OTHER BRACING REQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. 6. FOUNDATION: CONVENTIONAL SHALLOW CONCRETE FOOTINGS SOIL BEARING CAPACITY 2000 PSF THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL CONDITIONS FOR THE INTENDED STRUCTURE AND ASSUMED SOIL BEARING CAPACITY. IT IS RECOMMENDED THAT A GEOTECHNICAL FIRM BE HIRED TO PERFORM A SITE EVALUATION. 7. DIMENSIONS: VERIFY ALL DIMENSIONS WITH HOUSE PLANS. SEE HOUSE PLANS, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 8. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER FOR REVIEW FOR ALL STRUCTURAL ELEMENTS UTILIZING PREFABRICATED COMPONENTS. ONE SET OF SIGNED & SEALED TRUSS ENGINEERING SHALL BE DELIVERED TO THE ENGINEER OF RECORD FOR THE STRUCTURE PER FLORIDA ADMINISTRATIVE CODE 61G15-30.005 AND 61G15-31.003.
AutoCAD SHX Text
3
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
1
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 20' X 20' MAXIMUM SQUARES. 2) SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT.
AutoCAD SHX Text
~w" DEEP SAWCUT w/ ELASTOMERIC SEALANT
AutoCAD SHX Text
SLAB ON GRADE, SEE PLAN
AutoCAD SHX Text
%%USLAB SAWCUT DETAIL
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
11
AutoCAD SHX Text
%%UCORNER BARS
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
%%USTEP FOOTING
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
3" COVER
AutoCAD SHX Text
MAINTAIN FOOTING WIDTH & DEPTH AT ALL VERT. AND HORIZ. SEGMENTS
AutoCAD SHX Text
FOOTING REINF., SEE PLAN. LAP 40 BAR DIAMETERS
AutoCAD SHX Text
MAINTAIN RUN TO RISE OF 2:1 OR MORE
AutoCAD SHX Text
%%UFOOTING
AutoCAD SHX Text
%%UPLAN VIEW
AutoCAD SHX Text
FOOTING REINF., SEE PLAN
AutoCAD SHX Text
LAP CORNER BARS 40 BAR DIAMETERS
AutoCAD SHX Text
CONCRETE FOOTING, SEE PLAN
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
%%UROOF DECK NAILING PATTERN
AutoCAD SHX Text
%%UTYPICAL
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
%%UHOUSE
AutoCAD SHX Text
8d RING SHANK NAILS 6" O.C. EDGE AND 6" OC FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS WITHOUT SPLITTING.
AutoCAD SHX Text
%%URETROFIT UPLIFT CONNECTOR SCHEDULE
AutoCAD SHX Text
#5 CORNER BAR, 25"x25"
AutoCAD SHX Text
MASONRY BOND BEAM, TYPICAL
AutoCAD SHX Text
%%UCORNER
AutoCAD SHX Text
%%UCORNER BAR DETAIL IN BOND BEAMS
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
#5 CORNER BAR, 25"x25"
AutoCAD SHX Text
MASONRY BOND BEAM, TYPICAL
AutoCAD SHX Text
%%UINTERSECTION
AutoCAD SHX Text
6
AutoCAD SHX Text
NOTE: THIS BUCK FASTENING DETAIL IS INTENDED FOR FLANGED WINDOW/DOOR PRODUCTS THAT FASTEN THRU THE FLANGE WITH WOOD SCREWS TO THE BUCK. FOR WINDOW/DOOR PRODUCTS THAT DO NOT HAVE A FLANGE AND FASTEN INSTEAD OUTWARD THRU THE FRAME, USE MASONRY SCREWS PER MFR. THAT ARE LONG ENOUGH TO PENETRATE 2-1/4" INTO THE MASONRY. IN THIS CASE, THE BUCK MATERIAL IS SIMPLY A SPACER AND MAY BE 1x4 OR 1x6 OR OMITTED ENTIRELY AND THE SPACER MAY BE TACKED IN PLACE WITH MASONRY NAILS OR PINS.
AutoCAD SHX Text
%%UBUCK FASTENING
AutoCAD SHX Text
8" CMU WALLS
AutoCAD SHX Text
~4"x3~w" TAPCON @ 24" OC, 3 SCREWS MIN. (SEE NOTE)
AutoCAD SHX Text
2x4 or 2x6 P.T. BUCK @ FLANGED WINDOWS (SEE NOTE)
AutoCAD SHX Text
8" CMU, SEE PLAN FOR REINFORCING
AutoCAD SHX Text
%%UGARAGE DOOR
AutoCAD SHX Text
~8"~D EXPANSION BOLT, 4" MIN. EMBEDMENT, SPACE 24" OC AND 12" FROM TOP & BOT.
AutoCAD SHX Text
2x8 OR 2x6 P.T. SYP#2
AutoCAD SHX Text
2x2x~2" WASHER
AutoCAD SHX Text
APPROVED ISOLATION PLATE
AutoCAD SHX Text
8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 8/S-3.
AutoCAD SHX Text
#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)
AutoCAD SHX Text
12
AutoCAD SHX Text
EMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP.
AutoCAD SHX Text
#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
AutoCAD SHX Text
%%UTRUSS STRAP TO BOND BEAM
AutoCAD SHX Text
SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-3.
AutoCAD SHX Text
WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER
AutoCAD SHX Text
ROOF SHEATHING, SEE SCHEDULE 2/S-3
AutoCAD SHX Text
5
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
TRUSS BEARING
AutoCAD SHX Text
SEE PLAN
AutoCAD SHX Text
2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
AutoCAD SHX Text
9
AutoCAD SHX Text
8"x8" BOND BEAM w/ 1-#5
AutoCAD SHX Text
#5 VERTICAL IN GROUTED CELL AT DOT LOCATIONS ON PLAN
AutoCAD SHX Text
7" STANDARD HOOK INTO TOP OF BOND BEAM (MAY USE 7"x25" BENT BAR)
AutoCAD SHX Text
#5 VERT. AT INTERSECTION OF BOND BEAM w/ 7" HOOK AT TOP
AutoCAD SHX Text
HOOK BAR INTO TOP OF UPPER BOND BEAM
AutoCAD SHX Text
%%USTEPPED BOND BEAM & REINFORCING
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
VERTICAL BAR IN GROUTED CELL, SEE PLAN
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
UPPER BOND BEAM, SEE PLAN
AutoCAD SHX Text
BEARING
AutoCAD SHX Text
HOOK OR CORNER BAR
AutoCAD SHX Text
VERTICAL BOND BEAM, 8"x8" CMU w/ #5 VERTICAL
AutoCAD SHX Text
LINTEL AT LANAI OR ENTRY, '8F16-1B/1T' (8"x16" FILLED SOLID, 1#5 BOTTOM, 1-#5 TOP)
AutoCAD SHX Text
SHEATHING SCHEDULE
AutoCAD SHX Text
FLOOR
AutoCAD SHX Text
N/A
AutoCAD SHX Text
EXTERIOR STUD WALL
AutoCAD SHX Text
ROOF
AutoCAD SHX Text
EXTERIOR CEILING AND SOFFIT
AutoCAD SHX Text
OPTIONS: 1) 1x4 STRIPPING @ 16"OC w/ 2-8d NAILS TO EACH TRUSS, ~0" EXTERIOR GYPBOARD CEILING, FASTEN w/8d NAILS OR 1~0" DRYWALL SCREWS @ 6"OC EDGE & FIELD. 2) ~6" BC PLYWOOD NAILED w/ 6d COMMON @ 6" OC EDGE & FIELD. 3) VINYL OR ALUMINUM PERFORATED SOFFIT INSTALLED PER MANUFACTURER INSTRUCTIONS TO MEET WIND PRESSURES PER R703.1.2.1.
AutoCAD SHX Text
A.P.A. RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER. FASTEN WITH 8d RING SHANK NAILS @ 6" O.C. EDGE AND 6" O.C. FIELD.
AutoCAD SHX Text
(RING SHANK NAILS PER R803.2.3.1: 0.113" NOMINAL SHANK DIAMETER, RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL ROUND HEAD, 2" NAIL LENGTH)
AutoCAD SHX Text
NOTE: EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED : EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED HERE MEET THE DESIGN WIND PRESSURES PER R703.1.2.1.
AutoCAD SHX Text
7/16" ZIP SYSTEM WALL SHEATHING BY HUBER ENGINEERED WOODS LLC, NAILED W/ 8d COMMON WIRE @ 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. INSTALL SHEATHING AND SEAM TAPE IN STRICT ACCORDANCE WITH MFR. WRITTEN INSTRUCTIONS.
AutoCAD SHX Text
(WHEN ~8" ZIP BRAND ROOF SHEATHING IS USED, H-CLIPS ARE NOT REQUIRED) REQUIRED)
AutoCAD SHX Text
8" MASONRY
AutoCAD SHX Text
NOTES: 1) WHERE EMBEDDED STRAP IS MISSING OR MIS-LOCATED, PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE SIMPSON STRONG TIE. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTRUCTIONS.
AutoCAD SHX Text
1-MTSM16 or 20
AutoCAD SHX Text
2-LGT2
AutoCAD SHX Text
HGT-2/3
AutoCAD SHX Text
2-HTSM16 or 20
AutoCAD SHX Text
CONNECTOR
AutoCAD SHX Text
1-HTSM16 or 20
AutoCAD SHX Text
RETROFIT STRAPS TO CONCRETE/MASONRY
AutoCAD SHX Text
TO 10530
AutoCAD SHX Text
TRUSS UPLIFT (LBS)
AutoCAD SHX Text
TO 840
AutoCAD SHX Text
TO 4300
AutoCAD SHX Text
TO 2090
AutoCAD SHX Text
TO 3480
AutoCAD SHX Text
TO 1045
AutoCAD SHX Text
@ 24" OC
AutoCAD SHX Text
HTT16
AutoCAD SHX Text
7-10dx1~8", 4-~4x2~4 TITEN
AutoCAD SHX Text
EPOXY 12" EMBED WITH SIMPSON SET.
AutoCAD SHX Text
8-10dx1~8", 4-~4x2~4 TITEN
AutoCAD SHX Text
8-10dx1~8", 4-~4x2~4 TITEN
AutoCAD SHX Text
16-16d, 7-~4"x2~4" TITEN
AutoCAD SHX Text
18-16d, ~0"~D ALLTHREAD, DRILL
AutoCAD SHX Text
& EPOXY 10" EMBED w/ SIMPSON SET.
AutoCAD SHX Text
TWO ~w"~D ALTHREAD, DRILL &
AutoCAD SHX Text
5
AutoCAD SHX Text
+33.5 -36.3
AutoCAD SHX Text
(Vasd=124 MPH, RISK CAT II, ENCLOSED, kd=0.85, h=15')
AutoCAD SHX Text
INTERIOR ZONE 4
AutoCAD SHX Text
+33.5 -36.3
AutoCAD SHX Text
(SEE PLAN FOR OTHER SPECIFIC PRESSURES)
AutoCAD SHX Text
1) TABLE MAY BE USED FOR ANY SIZE WINDOW OR DOOR IN EACH TYPE. 2) USE "INTERIOR ZONE 4" PRESSURES UNLESS WINDOW OR DOOR IS LOCATED WITHIN THE "END ZONE 5" (SEE DIAGRAM BELOW), THEN USE THE HIGHER PRESSURES UNDER THE "END ZONE 5" COLUMN. 3) ALL GLASS / GLAZING SHALL BE IMPACT RATED OR USE IMPACT RATED SHUTTERS. 4) SUBMIT PRODUCT APPROVALS TO THE BUILDING DEPARTMENT AS REQUIRED BY THE LOCAL JURISDICTION. 5) MANUFACTURED SOFFIT PRODUCTS SHALL BE INSTALLED PER MFR ENGINEERING SPEC SHEETS.
AutoCAD SHX Text
WINDOW/DOOR/SOFFIT DESIGN WIND PRESSURES
AutoCAD SHX Text
TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
AutoCAD SHX Text
WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED
AutoCAD SHX Text
* ON IRREGULAR SHAPED BUILDINGS, THERE IS NO GUIDANCE IN THE CODE FOR HOW FAR A CORNER MUST PROTRUDE FROM THE MAIN BUILDING TO BE CONSIDERED 'ZONE 5'. WE HAVE CHOSEN >15'. THIS IS SUBJECT TO JUDGEMENT CALL BY THE AUTHORITY HAVING JURISDICTION.
AutoCAD SHX Text
IN ZONE 5, MANUFACTURED SOFFIT PRODUCTS MAY REQUIRE ADDITIONAL BATTONS OR FASTENING PER MFR ENGINEERING SPEC SHEETS TO MEET THE PRESSURE REQUIREMENTS.
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
%%UHOUSE
AutoCAD SHX Text
%%UTYPICAL
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
8' OR 9' GARAGE DOORS
AutoCAD SHX Text
TYPICAL WINDOWS & DOORS
AutoCAD SHX Text
16' OR 18' GARAGE DOORS
AutoCAD SHX Text
SOFFIT
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
END ZONE 5 PRESSURES OCCUR AT "PRIMARY" OUTSIDE CORNERS OF BUILDING (BOLD LINES)
AutoCAD SHX Text
FACE OF WALL
AutoCAD SHX Text
MEASURED FROM
AutoCAD SHX Text
ZONE
AutoCAD SHX Text
4
AutoCAD SHX Text
INTERIOR ZONE 4 PRESSURES
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5'-0"
AutoCAD SHX Text
WIDTH = ______
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
+33.5 -44.8
AutoCAD SHX Text
END ZONE 5
AutoCAD SHX Text
+33.5 -44.8
AutoCAD SHX Text
+29.4 -33.3
AutoCAD SHX Text
+28.2 -31.5
AutoCAD SHX Text
END
AutoCAD SHX Text
MASONRY WALL
AutoCAD SHX Text
%%UARCHED SPACE FRAMING
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
2x4 BLOCKING @ 6" OC w/ 2-8d NAILS EACH END, TYPICAL
AutoCAD SHX Text
P.T. BUCKS PER BUCK DETAIL
AutoCAD SHX Text
FOR ARCHES TALLER THAN 24" INSTALL DIAGONAL 2x TO MATCH WALL THICKNESS AND FASTEN EACH END w/ 2-~4" TAPCON THRU THE BUCK AND EMBEDDED 1~8" INTO MASONRY
AutoCAD SHX Text
~8" CDX PLYWOOD OR ~7" OSB EACH SIDE w/ 8d NAILS @ 6" O.C. EDGE.
AutoCAD SHX Text
12
AutoCAD SHX Text
TRUSS TOP CHORD, DROP 3~8"
AutoCAD SHX Text
2x4 BLOCKING
AutoCAD SHX Text
A2.5A CLIP @ EA. OUTLOOKER TO TRUSS.
AutoCAD SHX Text
3-12d TOE NAILS
AutoCAD SHX Text
MASONRY WALL, SEE PLAN
AutoCAD SHX Text
PER TRUSS MFR DETAILS
AutoCAD SHX Text
BRACE VERTICAL MEMBERS
AutoCAD SHX Text
%%UGABLE END BRACING
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
%%uDROPPED GABLE TRUSS
AutoCAD SHX Text
2x4 BLOCK
AutoCAD SHX Text
EACH END
AutoCAD SHX Text
TOE NAILS
AutoCAD SHX Text
w/ 4-12d
AutoCAD SHX Text
ROOF SHEATHING, SEE SCHEDULE.
AutoCAD SHX Text
2x4 OUTLOOKER
AutoCAD SHX Text
SHEATHING JOINT
AutoCAD SHX Text
4-16d NAILS
AutoCAD SHX Text
USED ONLY ON ELEVATION B
AutoCAD SHX Text
2x4 BRACE AT LOCATIONS SHOWN ON PLAN
AutoCAD SHX Text
4-16d
AutoCAD SHX Text
2x6 PT SILL w/ ~8"x6" ~8"x6" ANCHOR BOLTS @ 32" O.C. w/ 2" WASHER
AutoCAD SHX Text
12d NAILS AT TRUSS BOTTOM CHORD TO SILL @ 8" O.C.
AutoCAD SHX Text
2x4 BLOCK w/ 4-12d TOENAILS EACH END
AutoCAD SHX Text
MID WALL WEEP SCREED
AutoCAD SHX Text
S-3
AutoCAD SHX Text
3
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
BY
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DESIGN/DRAWN
AutoCAD SHX Text
DWB/GH
AutoCAD SHX Text
DWB
AutoCAD SHX Text
07/27/19
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
DR11679
AutoCAD SHX Text
SHEET OF 4
AutoCAD SHX Text
DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
AutoCAD SHX Text
BUILDER:
AutoCAD SHX Text
(239) 549-4554
AutoCAD SHX Text
CA# 8829
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
SYSTEMS
AutoCAD SHX Text
OF NORTH FLORIDA
AutoCAD SHX Text
1634 S.E. 47th STREET, SUITE #3
AutoCAD SHX Text
CAPE CORAL, FL 33904
AutoCAD SHX Text
STRUCTURAL ENGINEERING:
AutoCAD SHX Text
FOR SCOSTA TRUSS, 160 MPH, EXPOSURE C, A ELEVATION, 3 CAR GARAGE, JOB # 44227A3, DATED: 07/08/20, REVISED: NONE
AutoCAD SHX Text
MODEL 2221 A
AutoCAD SHX Text
2907 S.W. 30TH STREET CAPE CORAL, FLORIDA LOTS: 46-47 BLOCK: 5948 SUBDIVISION: CAPE CORAL SPOT
AutoCAD SHX Text
3 CAR GARAGE
derek
Seal Transparent
AutoCAD SHX Text
2
AutoCAD SHX Text
%%UKNEEWALL @ ENTRY 'A' ONLY
AutoCAD SHX Text
+9'-4"
AutoCAD SHX Text
1-META16 AT LOWER TRUSS
AutoCAD SHX Text
MASONRY WALL & BOND BEAM, SEE PLANS
AutoCAD SHX Text
TRUSS B1-B3
AutoCAD SHX Text
2x4 DOUBLE TOP PLATE w/ SPH4 @ 16" O.C.
AutoCAD SHX Text
ROOF SHEATHING PER SCHEDULE 2/S-3
AutoCAD SHX Text
MTS16 STRAP AT TRUSS
AutoCAD SHX Text
TRUSS D1 & D2
AutoCAD SHX Text
+13'-11"
AutoCAD SHX Text
2x4 SPF #2 @ 16" OC
AutoCAD SHX Text
WALL SHEATHING PER 2/S-3
AutoCAD SHX Text
FALSE KNEEWALL, NO STRAPS
AutoCAD SHX Text
ROOF & WALL SHEATHING PER 2/S-3
AutoCAD SHX Text
2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
AutoCAD SHX Text
2x4 BLOCKING FOR ROOF SHEATHING
AutoCAD SHX Text
2x4 PT SILL w/ SPH4 @ 16" O.C. & ~8"x6" ANCHOR BOLTS ~8"x6" ANCHOR BOLTS @ 32" O.C. w/ 2" WASHER
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
VALLEY TRUSSES
AutoCAD SHX Text
1
AutoCAD SHX Text
%%UFULL HEIGHT WALL SECTION
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
APPROVED ISOLATION PLATE
AutoCAD SHX Text
8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 6/S-3
AutoCAD SHX Text
#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)
AutoCAD SHX Text
#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
AutoCAD SHX Text
DOWEL TO MATCH WALL REINFORCING, LAP 25"
AutoCAD SHX Text
4 COURSE STEMWALL, GROUT SOLID
AutoCAD SHX Text
SLAB ON GRADE, SEE PLAN
AutoCAD SHX Text
FINISHED GRADE, SEE SITE PLAN
AutoCAD SHX Text
3" CLEAR COVER TO REINFORCING
AutoCAD SHX Text
EMBED DOWELS 5" WITH 10" STD HOOK
AutoCAD SHX Text
CONCRETE STRIP FOOTING SEE PLAN
AutoCAD SHX Text
%%UHOUSE
AutoCAD SHX Text
12
AutoCAD SHX Text
EMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP
AutoCAD SHX Text
SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-3
AutoCAD SHX Text
5
AutoCAD SHX Text
TRUSS BEARING
AutoCAD SHX Text
SEE PLAN
AutoCAD SHX Text
2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
AutoCAD SHX Text
ROOF COVERING AS SELECTED BY BUILDER PER: FBCR905.2 ASPHALT SHINGLES FBCR905.3 CLAY AND CONCRETE TILE FBCR 905.4 METAL ROOF
AutoCAD SHX Text
WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER
AutoCAD SHX Text
ROOF SHEATHING, SEE SCHEDULE 2/S-3
AutoCAD SHX Text
4
AutoCAD SHX Text
S-4
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
BY
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DESIGN/DRAWN
AutoCAD SHX Text
DWB/GH
AutoCAD SHX Text
DWB
AutoCAD SHX Text
07/27/19
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
DR11679
AutoCAD SHX Text
SHEET OF 4
AutoCAD SHX Text
DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
AutoCAD SHX Text
BUILDER:
AutoCAD SHX Text
(239) 549-4554
AutoCAD SHX Text
CA# 8829
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
SYSTEMS
AutoCAD SHX Text
OF NORTH FLORIDA
AutoCAD SHX Text
1634 S.E. 47th STREET, SUITE #3
AutoCAD SHX Text
CAPE CORAL, FL 33904
AutoCAD SHX Text
STRUCTURAL ENGINEERING:
AutoCAD SHX Text
FOR SCOSTA TRUSS, 160 MPH, EXPOSURE C, A ELEVATION, 3 CAR GARAGE, JOB # 44227A3, DATED: 07/08/20, REVISED: NONE
AutoCAD SHX Text
MODEL 2221 A
AutoCAD SHX Text
2907 S.W. 30TH STREET CAPE CORAL, FLORIDA LOTS: 46-47 BLOCK: 5948 SUBDIVISION: CAPE CORAL SPOT
AutoCAD SHX Text
3 CAR GARAGE
derek
Seal Transparent