This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
10'-4"
COFFERED
CLG
11'-4" FLAT CLG
24" RECESSED A/H
12'-4"
COFFERED
CLG
10'-4"
COFFERED
CLG
10'-4"
COFFERED
CLG
14'-0"
FLAT CLGEXPOSED TO
WIND
10'-4"
COFFERED
CLG
INT.BRG.WALL@12'-4"
EXPOSED TO WINDU:3019
U:1341
U:1319
U:1248
U:1235
U:1194
U:1208
U:1212
U:1183
U:2231
U:1823
U:1071
U:1079
U:1188
A
A
A1
A2
A3
A4
A5
A6
A7
A8
HJ10A
HJ1
0
CJ1
CJ3
CJ5A
CJ1
CJ3
CJ5A
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
HJ1
0B
HJ10B
CJ1
CJ3
CJ5
CJ1
CJ2
CJ4
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
C5
C6
HJ7HJ7
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
D1
A9
A10
A10
A10
A9
A11
A11
A12
A12
A12
A12
A12
C7
C8
C9
E2
E3
HJ7
A
CJ1A
CJ3ACJ1A
CJ3B
EJ5B
HJ7A
CJ1A
CJ3A CJ1A
CJ3B
EJ5B
D10
D9
D8
D7
D6
D5
D4
D3
D2
HJ1
0
CJ1
CJ3
CJ5CJ1
CJ3
CJ5
EJ7
EJ7
MG7
B14
V1
V2
V1
EJ5A(4)
EJ7(12)EJ7A(4)
EJ7B(6)
70-00-00
50-00-00
70-00-00
9-04-00
59-10-00
24-08-0015-04-00
50-00-00
10-00
5-10-0021-02-00 13-00-00
5-08-08
3-09-08
5-09-08
5-00-00
6-00-00
6-00-00
18-04-00
11-07-00 8-00-00 10-11-00
10-00
4-10-00
10-00
12-08-00
2-00-00
11-00-00
2-00-00
2-08-00 10-00-00
7-00-00
14-00-00
3-04-00
11-00-00
1-04-00
10-00
10-00
9-02-00
20-10-00 6-06-00 12-08-00
15-00-00 12-08-00 12-04-00
1-02-08
1-01-00
1-04-00
23-08-00
45-00-00
10-00-00
10-00-00
5-09-08
5-09-08
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-04-00
1-09-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-05-00
5-08-08
2-00-00
3-09-08
2-00-00
2-00-00
2-00-00
1-02-08
1-03-08
2-00-00
2-05-00
3-09-08
10-00-00
7460
(1) PLY FLR. TRUSS
2245
THD28
0
CORNER HIP(1) PLY
K
Q
O
H
0
R
0
MSH422IF
F
765
9100
2385
2
3235
2435
0
M1250
CORNER HIP
THD26,THD28 THD46
0
N/A
THDH26-2
I
THD26-2, THD28-2THDH26-2, THDH28-2
0
H
F
USP ROOF AND FLOOR TRUSS HANGER SCHEDULE
2245
0
QTY/FL
A
0
0
1530 / 3485
A*
QTY/RF
E
1250 / 1555
0
2680
JUS24
(3) PLY
N
7460
3895 / 4680
THDH26-3, THDH28-3THDH28-4 SIMILAR
725
R
0
4095
THD26-2
P
0
2155
3235
865
2980
4355
7460
C
0
865
0
THD26
7460
3410
O
M
0
0
0
0
G
0
4355
C
MSH426
J
N
E
1235 / 2140
0
JUS24
3820
HJC26
765
S
2245
N/A
1440
0
2940
I
0
9100
J
D
2790
ID
L1760
0
MODEL
1855
0
3265
Q
1840
(1) PLY
B
960
THDH28-2
ROOF
1855
1055
N/A
3200 / 3600
THDH6710
THDH28-3
D
0
490
1515 / 2175
1550
0
0
0
0
G
FLOOR
MSH422, MSH426MSH422IF SIMILARHJC26
0
895
3820
THD46
A
0
2155
0
2940
5230
S
NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION
1760
N/A
1055
B
0
UPLIFT
MSH422
K
3600
1250
THDH26-3
(2) PLY
THD28-2 4310 / 4680
2245
(1) PLY FLR. TRUSS
2435
SYMBOL
1440
0
1855
A*
0
L
P
5320
1X1X
Bearing Elevation
14'-0" BEARING HT.
9'-4" BEARING HT.
12'-4" BEARING HT.
5
6-3
/16"
2x4 T.C. MIN.
14 1/2""CANT.
12
TYP. ROOF TRUSS END DETAIL
8" BRG.
N.T.S.
TILE ROOF
REVISIONS
No. DATE NOTES BY
CAUTION!!!
DO NOT ATTEMPT TO ERECT TRUSSESWITHOUT REFERRING TO THE ENGINEERINGDRAWINGS AND BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE INPLACE PRIOR TO LOADING TRUSSES. (ie.SHEATHING, SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS MUST BE INPLACE PRIOR TO INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING SHEETS FORTHE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND NAILINGSCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNINGBACK CHARGES WILL NOT BEACCEPTED REGARDLESS OF FAULTWITHOUT PRIOR NOTIFICATION BYCUSTOMER WITHIN 48 HOURS ANDINVESTIGATION BY Builders First Source.NO EXECPTIONS.
THE GENERAL CONTRACTOR ISRESPONSIBLE FOR ALL CONNECTIONSOTHER THAN TRUSS TO TRUSS, GABLESHEAR WALL, AND CONNECTIONS.TEMPORAY AND PERMANENT BRACING,AND CEILING AND ROOF DIAPHRAMCONNECTIONS.
6850 Taylor Road Punta Gorda, Fl. 33950Phone: 941-575-2250 / Fax:941-575-0319
IMPORTANT
This Drawing Must Be Approved And ReturnedBefore Fabrication Will Begin. For Your Protection
Check All Dimensions And Conditions Prior ToApproval Of Plan.
SIGNATURE BELOW INDICATES ALL NOTESAND DIMENSIONS HAVE BEEN ACCEPTED.
By _________________________Date___________
NOTES:1) ALL DIMENSIONS ARE FEET-INCHES-SIXTEENTHS.2) DO NOT CUT OR ALTER TRUSSES IN ANY WAY.3) ALL REACTIONS ARE UNDER 5000 LBS. UNLESS NOTE OTHERWISE.4) ALL UPLIFTS ARE UNDER 1000 LBS. UNLESS NOTED OTHERWISE.5) FRAMING REQUIRED BELOW TRUSSES TO GET DESIRED CEILING CONDITIONS.6) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIED W/ TRUSS PACKAGE.
DATE DRAWN 5/3/2018
DATE PRINTED 5/3/2018
MASTERJOB No.
WIND LOAD 160 MPH
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY II
IMPORTANCE FACTOR 1.0
WIND DURATION FACTOR 1.60
OPENING CONDITIONS ENCLOSED
GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS
TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORDLIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS
TRUSS MFR TO SET HEEL HEIGHT AS NEEDED TO PLANE OUT WITH MAIN ROOF BEYOND
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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
SEE STRUCTURAL
AutoCAD SHX Text
FLASHING AND DRIP EDGE PER NOTES IN TABLE 3 ON A-6
AutoCAD SHX Text
TOP OF WALL 60"
AutoCAD SHX Text
TILE ROOF
AutoCAD SHX Text
TILE ROOF
AutoCAD SHX Text
TILE ROOF
AutoCAD SHX Text
TILE ROOF
05-31-19DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
JWC
A-2M
3/16" = 1'-0"
SLAB & PLUMBING
SUBD
IV: T
OSCA
NA IS
LES
60s
RESI
DENC
E FO
R:
G.C.
D.# :
1097
4
LOT:
350
MOD
EL:
BLOC
K :
ADDR
ESS:
299 T
OSCA
VILL
A BL
VD
SPEC
UNIT
198
3 - E
DISO
N
D.R.
H. #
: 578
3701
40
AutoCAD SHX Text
HB
AutoCAD SHX Text
WASH.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
LT.
AutoCAD SHX Text
PROVIDE 1/4" WATER
AutoCAD SHX Text
LINE @ REF. SPACE
AutoCAD SHX Text
FOR ICE MAKER
AutoCAD SHX Text
ELEVATION @ (-) 0'-4"
AutoCAD SHX Text
PAVERS BY OTHERS
AutoCAD SHX Text
16'-0" X 8'-0" O.H. GARAGE DR.
AutoCAD SHX Text
6" X 12" RECESS
AutoCAD SHX Text
PAVERS BY OTHERS
AutoCAD SHX Text
RUN ELECTRIC IN
AutoCAD SHX Text
CONDUIT FOR
AutoCAD SHX Text
KITCHEN ISLAND
AutoCAD SHX Text
SAWCUT SLAB PER
AutoCAD SHX Text
DETAIL 5/S-3
AutoCAD SHX Text
ELEV @ 0'-(-4")
AutoCAD SHX Text
2" SLOPE
AutoCAD SHX Text
%%U%%OSLAB & PLUMBING PLAN:%%O
AutoCAD SHX Text
SCALE: 3/16"=1'-0"
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
TILE SHWR.
AutoCAD SHX Text
REC. 3 1/2"
AutoCAD SHX Text
5'-0" TUB
AutoCAD SHX Text
BRASS FLOOR OUTLET W/ SWITCH
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
HB
AutoCAD SHX Text
WH
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
8'-0" X 8'-0" O.H. GARAGE DR.
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%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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
LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
AutoCAD SHX Text
SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
AutoCAD SHX Text
SET W/H ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
AutoCAD SHX Text
BOND BEAM & 1#5 ROD
AutoCAD SHX Text
60" HIGH WALL W/ 8"
AutoCAD SHX Text
MF
AutoCAD SHX Text
STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK
D R HORTON
D R HORTON
05-31-19DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
JWC
A-3M
FLOOR
3/16"=1'-0"
SUBD
IV: T
OSCA
NA IS
LES
60s
RESI
DENC
E FO
R:
G.C.
D.# :
1097
4
LOT:
350
MOD
EL:
BLOC
K :
ADDR
ESS:
299 T
OSCA
VILL
A BL
VD
SPEC
UNIT
198
3 - E
DISO
N
D.R.
H. #
: 578
3701
40
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
%%u%%oBEDROOM #2
AutoCAD SHX Text
%%U%%ODEN
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
%%U%%OLANAI
AutoCAD SHX Text
%%U%%OGARAGE
AutoCAD SHX Text
%%U%%OENTRY
AutoCAD SHX Text
COFFERED CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
5'-0" TUB
AutoCAD SHX Text
MIRROR
AutoCAD SHX Text
PKT.
AutoCAD SHX Text
KNEE WALL
AutoCAD SHX Text
RANGE
AutoCAD SHX Text
O.H CABINET
AutoCAD SHX Text
9'-4" CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
TP
AutoCAD SHX Text
TB
AutoCAD SHX Text
3
AutoCAD SHX Text
42" WALL W/
AutoCAD SHX Text
VALVES
AutoCAD SHX Text
9'-4" CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
%%U%%ODINING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
%%U%%OGREAT ROOM
AutoCAD SHX Text
COFFERED CEILING
AutoCAD SHX Text
%%u%%oMASTER SUITE
AutoCAD SHX Text
COFFERED CEILING
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
E
AutoCAD SHX Text
D
AutoCAD SHX Text
A
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
EGRESS
AutoCAD SHX Text
5
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
G
AutoCAD SHX Text
TILE SHWR.
AutoCAD SHX Text
REC. 3 1/2"
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
PK.
AutoCAD SHX Text
FIR INSIDE
AutoCAD SHX Text
1/2"
AutoCAD SHX Text
12" VINYL SHELF
AutoCAD SHX Text
12" VINYL SHELF
AutoCAD SHX Text
3
AutoCAD SHX Text
B.F.
AutoCAD SHX Text
3
AutoCAD SHX Text
B.F.
AutoCAD SHX Text
4- SH
AutoCAD SHX Text
24"x16"
AutoCAD SHX Text
LINEN
AutoCAD SHX Text
HB
AutoCAD SHX Text
DRYER
AutoCAD SHX Text
WASH.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
LT.
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
EGRESS
AutoCAD SHX Text
EGRESS
AutoCAD SHX Text
EGRESS
AutoCAD SHX Text
%%U%%OFOYER
AutoCAD SHX Text
O.H. CAB.
AutoCAD SHX Text
%%U%%OUTILITY
AutoCAD SHX Text
DW
AutoCAD SHX Text
SINK & DISP.
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" CLG
AutoCAD SHX Text
12'-4" COFFERED
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
11'-4" FLAT CLG
AutoCAD SHX Text
9'-4" FLAT CLG
AutoCAD SHX Text
F
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4-16" PANTRY SHELVES 18" FROM F.F. 15" INCREMENTS
AutoCAD SHX Text
2-2680 WOOD STD.
AutoCAD SHX Text
GLASS OPTIONAL
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%O1st FLOOR PLAN:%%O
AutoCAD SHX Text
SEE NOTE 9
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
3
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
COMMENTS
AutoCAD SHX Text
SEE NOTE 1
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
SIDE LITE
AutoCAD SHX Text
12
AutoCAD SHX Text
96
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
3-4080
AutoCAD SHX Text
SL. GL. DR.
AutoCAD SHX Text
35
AutoCAD SHX Text
SH
AutoCAD SHX Text
25
AutoCAD SHX Text
SH
AutoCAD SHX Text
34
AutoCAD SHX Text
SH
AutoCAD SHX Text
FIXED GL.
AutoCAD SHX Text
ABV. ENTRY DR.
AutoCAD SHX Text
55" X 16"
AutoCAD SHX Text
2-35
AutoCAD SHX Text
SH
AutoCAD SHX Text
SL. GL. DOOR
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
9
AutoCAD SHX Text
54
AutoCAD SHX Text
63
AutoCAD SHX Text
38
AutoCAD SHX Text
63
AutoCAD SHX Text
108
AutoCAD SHX Text
96
AutoCAD SHX Text
108
AutoCAD SHX Text
63
AutoCAD SHX Text
54
AutoCAD SHX Text
51
AutoCAD SHX Text
55
AutoCAD SHX Text
16
AutoCAD SHX Text
16080 O.H. GARAGE DOOR
AutoCAD SHX Text
G
AutoCAD SHX Text
26
AutoCAD SHX Text
SH
AutoCAD SHX Text
1
AutoCAD SHX Text
38
AutoCAD SHX Text
75
AutoCAD SHX Text
14'-0" FLAT CEILING
AutoCAD SHX Text
BETTER INSULATION
AutoCAD SHX Text
MINIMUM R-13 OR
AutoCAD SHX Text
22" X 36"
AutoCAD SHX Text
ATTIC ACCESS
AutoCAD SHX Text
SEE NOTE 9
AutoCAD SHX Text
%%U%%OBEDROOM #3
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
O.H. CAB.
AutoCAD SHX Text
REF. SPACE
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
5
AutoCAD SHX Text
B.F.
AutoCAD SHX Text
5
AutoCAD SHX Text
SHELF
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
12" VINYL SHELF
AutoCAD SHX Text
5'-0" TUB
AutoCAD SHX Text
%%U%%OBATH #2
AutoCAD SHX Text
12" VINYL
AutoCAD SHX Text
4- SH
AutoCAD SHX Text
LINEN
AutoCAD SHX Text
TOP OF ARCH
AutoCAD SHX Text
@ 8'-8" A.F.F.
AutoCAD SHX Text
7
AutoCAD SHX Text
COFFERED
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
ABV. ENTRY DR.
AutoCAD SHX Text
ESCAPE
AutoCAD SHX Text
TEMPERED
AutoCAD SHX Text
2017 ACCESSIBLE
AutoCAD SHX Text
TEMPERED
AutoCAD SHX Text
RECESSED A/H
AutoCAD SHX Text
OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT
AutoCAD SHX Text
CABINET BACKING
AutoCAD SHX Text
KITCHEN UPPER TOP @ 54", 84"& 96" 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
8'-0" BIFOLD
AutoCAD SHX Text
6'-8" POCKET
AutoCAD SHX Text
8'-0" POCKET
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
2X6 KITCHEN KNEE WALL 34" TO 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
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
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
MICROWAVE @ 102"
AutoCAD SHX Text
FOYER CEILING
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
3
AutoCAD SHX Text
3
AutoCAD SHX Text
DEN/FOYER DETAIL
AutoCAD SHX Text
5
AutoCAD SHX Text
3
AutoCAD SHX Text
MASTER SUITE DETAIL
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
FOYER CEILING
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
MASTER SUITE DETAIL
AutoCAD SHX Text
10'-4"
AutoCAD SHX Text
10'-4"
AutoCAD SHX Text
10'-4"
AutoCAD SHX Text
8" STUD WALL
AutoCAD SHX Text
6" STUD WALL
AutoCAD SHX Text
HB
AutoCAD SHX Text
WH
AutoCAD SHX Text
4
AutoCAD SHX Text
8080 O.H. GARAGE DR.
AutoCAD SHX Text
4
AutoCAD SHX Text
OVERHEAD
AutoCAD SHX Text
GARAGE DOOR
AutoCAD SHX Text
96
AutoCAD SHX Text
96
AutoCAD SHX Text
1
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
1,983
AutoCAD SHX Text
722
AutoCAD SHX Text
230
AutoCAD SHX Text
35
AutoCAD SHX Text
2,970
AutoCAD SHX Text
------------------------------
AutoCAD SHX Text
-----------------------------
AutoCAD SHX Text
-------------------------------
AutoCAD SHX Text
------------------------------
AutoCAD SHX Text
-------------------------------
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
SAFETY GLAZED
AutoCAD SHX Text
VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
AutoCAD SHX Text
MF
AutoCAD SHX Text
60" HIGH WALL W/ 8"
AutoCAD SHX Text
BOND BEAM & 1#5 ROD
AutoCAD SHX Text
STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK
05-31-19DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
JWC
A-4M
ROOF & CEILING
3/16"=1'-0"
SUBD
IV: T
OSCA
NA IS
LES
60s
RESI
DENC
E FO
R:
G.C.
D.# :
1097
4
LOT:
350
MOD
EL:
BLOC
K :
ADDR
ESS:
299 T
OSCA
VILL
A BL
VD
SPEC
UNIT
198
3 - E
DISO
N
D.R.
H. #
: 578
3701
40
AutoCAD SHX Text
HB
AutoCAD SHX Text
WASH.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
LT.
AutoCAD SHX Text
%%u%%oBEDROOM #2
AutoCAD SHX Text
%%U%%OBEDROOM #3
AutoCAD SHX Text
%%U%%ODEN
AutoCAD SHX Text
%%U%%OLANAI
AutoCAD SHX Text
%%U%%OGARAGE
AutoCAD SHX Text
%%U%%OENTRY
AutoCAD SHX Text
COFFERED CEILING
AutoCAD SHX Text
%%U%%ODINETTE
AutoCAD SHX Text
%%U%%OGREAT ROOM
AutoCAD SHX Text
COFFERED CEILING
AutoCAD SHX Text
%%u%%oMASTER SUITE
AutoCAD SHX Text
COFFERED CEILING
AutoCAD SHX Text
%%U%%OBATH #2
AutoCAD SHX Text
%%U%%OFOYER
AutoCAD SHX Text
%%U%%OUTILITY
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
VALLEY
AutoCAD SHX Text
VALLEY
AutoCAD SHX Text
VALLEY
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
RIDGE
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
HIP
AutoCAD SHX Text
14'-0" FLAT CEILING
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%OROOF & CEILING PLAN:%%O
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
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" CLG
AutoCAD SHX Text
9'-4" CLG
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" CLG.
AutoCAD SHX Text
12'-4" COFFERED
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
11'-4" FLAT CLG
AutoCAD SHX Text
A
AutoCAD SHX Text
A-4
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
A
AutoCAD SHX Text
A-4
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
10'-4" COFFERED
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
A
AutoCAD SHX Text
A-4
AutoCAD SHX Text
A
AutoCAD SHX Text
A-4
AutoCAD SHX Text
RECESSED A/H
AutoCAD SHX Text
AIR HANDLER DETAIL
AutoCAD SHX Text
A/H
AutoCAD SHX Text
SCALE: 1/4"= 1'-0"
AutoCAD SHX Text
A/H
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: 3/8"= 1'-0"
AutoCAD SHX Text
BEARING HEIGHT
AutoCAD SHX Text
= BEARING @ 9'-4" A.F.F.
AutoCAD SHX Text
= BEARING @ 14'-0" A.F.F.
AutoCAD SHX Text
INTERIOR BEARING HEIGHT
AutoCAD SHX Text
= BEARING @ 12'-4" A.F.F.
AutoCAD SHX Text
1
AutoCAD SHX Text
10'-4"
AutoCAD SHX Text
10'-4"
AutoCAD SHX Text
10'-4"
AutoCAD SHX Text
HB
AutoCAD SHX Text
WH
AutoCAD SHX Text
CRICKET
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
VALLEY
AutoCAD SHX Text
ATTIC AREA
AutoCAD SHX Text
ATTIC VENTILATION
AutoCAD SHX Text
(ATTIC AREA 1/150)
AutoCAD SHX Text
VENTILATION REQUIRED
AutoCAD SHX Text
19.9 SQ. FT.
AutoCAD SHX Text
2922 SQ. FT.
AutoCAD SHX Text
WITHOUT OFF RIDGE VENTS
AutoCAD SHX Text
VENTILATION REQUIRED
AutoCAD SHX Text
WITH OFF RIDGE VENTS (O.R.V)
AutoCAD SHX Text
OFF RIDGE EXHAUST VENT SIZES
AutoCAD SHX Text
%%U(AREA NET FREE SQUARE FEET)
AutoCAD SHX Text
ATTIC VENTILATION CALCULATION: attic sq. ft. / 150 = vented sq. ft.
AutoCAD SHX Text
ATTIC VENTILATION CALCULATION: attic sq. ft. / 300 = vented sq. ft
AutoCAD SHX Text
(FBC R806)
AutoCAD SHX Text
SCALE: 1/4"=1'-0"
AutoCAD SHX Text
(ATTIC AREA 1/300 INSTALL PER
AutoCAD SHX Text
FBC R806.2 MINIMUM AREA REQUIREMENTS)
AutoCAD SHX Text
.38 SQ. FT.
AutoCAD SHX Text
FREE AREA
AutoCAD SHX Text
1 SQ. FT.
AutoCAD SHX Text
FREE AREA
AutoCAD SHX Text
1.45 SQ. FT.
AutoCAD SHX Text
FREE AREA
AutoCAD SHX Text
1
AutoCAD SHX Text
verify venting requirements
AutoCAD SHX Text
with energy calculations
AutoCAD SHX Text
square footage
AutoCAD SHX Text
soffit vents
AutoCAD SHX Text
mark
AutoCAD SHX Text
off ridge vents
AutoCAD SHX Text
total ventilation
AutoCAD SHX Text
MIN AIR FLOW OF SOFFIT
AutoCAD SHX Text
5.3%%%
AutoCAD SHX Text
MIN AIR FLOW OF SOFFIT
AutoCAD SHX Text
O.R.V. NOT USED
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
MF
05-31-19DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
JWC
A-5M
ELECTRICAL
3/16"=1'-0"
SUBD
IV: T
OSCA
NA IS
LES
60s
RESI
DENC
E FO
R:
G.C.
D.# :
1097
4
LOT:
350
MOD
EL:
BLOC
K :
ADDR
ESS:
299 T
OSCA
VILL
A BL
VD
SPEC
UNIT
198
3 - E
DISO
N
D.R.
H. #
: 578
3701
40
AutoCAD SHX Text
Electrical Notes:
AutoCAD SHX Text
All outlets in wet areas and all exterior outlets to be GFI's
AutoCAD SHX Text
All electrical equipment to be set at or above base flood elevation.
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
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
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
SLOPE TO EXTERIOR
AutoCAD SHX Text
2
AutoCAD SHX Text
TYPICAL WALL SECTION
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
WOOD BASE
AutoCAD SHX Text
W/ INSULATION (MIN. R4.1)
AutoCAD SHX Text
1/2" DRYWALL W/ TEXTURED WALLS.
AutoCAD SHX Text
1X2 P.T. FURRING STRIPS @ 24" O.C.
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
8"X8"X16" CONC. BLOCK
AutoCAD SHX Text
R=30 FIBERGLASS
AutoCAD SHX Text
INSUL.
AutoCAD SHX Text
1X4 P.T. STRIP.
AutoCAD SHX Text
SIZE AND REINFORCING.
AutoCAD SHX Text
FOUNDATION PLAN FOR
AutoCAD SHX Text
CONCRETE FOOTING SEE
AutoCAD SHX Text
WINDOW, SEE SCHEDULE AND PLAN.
AutoCAD SHX Text
PER NOTE 9 IN
AutoCAD SHX Text
DRYWALL CEILING
AutoCAD SHX Text
TABLE 1 ON A-6
AutoCAD SHX Text
SEE ENGINEERING
AutoCAD SHX Text
PRECAST LINTEL
AutoCAD SHX Text
FLASHING AND DRIP EDGE
AutoCAD SHX Text
PER NOTES IN TABLE 2 ON A-6
AutoCAD SHX Text
EMBEDDED STRAP AT EACH
AutoCAD SHX Text
TRUSS PER ROOF FRAMING PLAN.
AutoCAD SHX Text
WOOD TRUSSES @ 24" O.C. (TYPICAL)
AutoCAD SHX Text
DESIGNED BY DELEGATED TRUSS ENGINEER.
AutoCAD SHX Text
ROOF SHEATHING PER SCHEDULE 2/S-3
AutoCAD SHX Text
TILE ROOF PER NOTE 4 ON A-6.
AutoCAD SHX Text
AND PER NOTES IN TABLE 2 ON A-6
AutoCAD SHX Text
2X6 MIN. SUB FASCIA
AutoCAD SHX Text
1X4 P.T. BUCK W/ BED
AutoCAD SHX Text
OF CONTINOUS CAULK
AutoCAD SHX Text
UNDER, SEE 13/S-3
AutoCAD SHX Text
SILL SET IN MORTAR
AutoCAD SHX Text
PRECAST CONCRETE SILL
AutoCAD SHX Text
DECORATIVE CEMENT FINISH
AutoCAD SHX Text
PER ASTMC-926
AutoCAD SHX Text
8"X8" CONTINUOUS
AutoCAD SHX Text
SEE ENGINEERING
AutoCAD SHX Text
BOND BEAM
AutoCAD SHX Text
VENTED ALLUM SOFFIT
AutoCAD SHX Text
SHALL MEET R703.1.2.1
AutoCAD SHX Text
PROVIDE VENTILATION
AutoCAD SHX Text
PER R806.1
AutoCAD SHX Text
SEE TABLE 3 ON S-3
AutoCAD SHX Text
PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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
4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANIALLY COMPACTED FILL PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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
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
05-31-19DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
JWC
FOUNDATION
3/16"=1'-0"
S-1 M
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
GSU
BDIV
: TOS
CANA
ISLE
S 60
s
RESI
DENC
E FO
R:
G.C.
D.# :
1097
4
LOT:
350
MOD
EL:
BLOC
K :
ADDR
ESS:
299 T
OSCA
VILL
A BL
VD
SPEC
UNIT
198
3 - E
DISO
N
D.R.
H. #
: 578
3701
40
AutoCAD SHX Text
HB
AutoCAD SHX Text
WASH.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
LT.
AutoCAD SHX Text
P
AutoCAD SHX Text
PROVIDE 1/4" WATER
AutoCAD SHX Text
LINE @ REF. SPACE
AutoCAD SHX Text
FOR ICE MAKER
AutoCAD SHX Text
#5 BAR IN GROUTED CELL,
AutoCAD SHX Text
INTO TOP OF BOND BEAM
AutoCAD SHX Text
LAP 25" WITH #5 DOWEL
AutoCAD SHX Text
OUT OF SLAB, WITH 7" HOOK
AutoCAD SHX Text
8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 9'-4" . ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
AutoCAD SHX Text
ELEVATION @ (-) 0'-4"
AutoCAD SHX Text
PAVERS BY OTHERS
AutoCAD SHX Text
16'-0" X 8'-0" O.H. GARAGE DR.
AutoCAD SHX Text
6" X12" RECESS
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
F3 W/ CURB
AutoCAD SHX Text
F3 W/ CURB
AutoCAD SHX Text
F3
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
F3
AutoCAD SHX Text
F3
AutoCAD SHX Text
RUN ELECTRIC IN
AutoCAD SHX Text
CONDUIT FOR KITCHEN
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
SAWCUT SLAB PER
AutoCAD SHX Text
DETAIL 5/S-3
AutoCAD SHX Text
F3
AutoCAD SHX Text
F3
AutoCAD SHX Text
F3
AutoCAD SHX Text
PER DETAIL
AutoCAD SHX Text
THIS SHEET
AutoCAD SHX Text
HOLLOW DOT IS DOWEL
AutoCAD SHX Text
INTO WINDOW SILL
AutoCAD SHX Text
P
AutoCAD SHX Text
P
AutoCAD SHX Text
P
AutoCAD SHX Text
F3
AutoCAD SHX Text
ELEV @ 0'-(-4")
AutoCAD SHX Text
2" SLOPE
AutoCAD SHX Text
F3
AutoCAD SHX Text
A
AutoCAD SHX Text
F6
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) PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING TO BOND BEAM. 5) ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY EXTEND BEYOND FACE OF WALL. 6) FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/DOOR SUPPLIER. 7) PROVIDE PRESSURE TREATED BUCKS AT WINDOWS / DOORS PER DETAIL 7/S-3.
AutoCAD SHX Text
PAD FOOTING SCHEDULE
AutoCAD SHX Text
1'-2"
AutoCAD SHX Text
1'-2"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
5'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
5'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
USED
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
3'-6"
AutoCAD SHX Text
2'-6"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
3'-6"
AutoCAD SHX Text
2'-6"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
SHORT WAY
AutoCAD SHX Text
4-#5
AutoCAD SHX Text
3-#5
AutoCAD SHX Text
4-#5
AutoCAD SHX Text
BOTTOM REINF.
AutoCAD SHX Text
4-#5
AutoCAD SHX Text
3-#5
AutoCAD SHX Text
4-#5
AutoCAD SHX Text
LONG WAY
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
%%uFOUNDATION PLAN
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
3" CLEAR COVER.
AutoCAD SHX Text
2 #5 CONT. W/
AutoCAD SHX Text
FIN. GRADE
AutoCAD SHX Text
'F3' FOOTING
AutoCAD SHX Text
5" MIN.
AutoCAD SHX Text
7" HOOK, EMBED
AutoCAD SHX Text
#5 DOWEL WITH
AutoCAD SHX Text
'F3' WITH CURB AT GARAGE
AutoCAD SHX Text
5" MIN. BELOW
AutoCAD SHX Text
7" HOOK, EMBED
AutoCAD SHX Text
#5 DOWEL WITH
AutoCAD SHX Text
GARAGE FLOOR
AutoCAD SHX Text
OF FLOOR
AutoCAD SHX Text
VARIES WITH SLOPE
AutoCAD SHX Text
IN FOOTING DIMENSIONS
AutoCAD SHX Text
CURB IS OPTIONAL & NOT INCLUDED
AutoCAD SHX Text
3" CLEAR COVER.
AutoCAD SHX Text
2 #5 CONT. W/
AutoCAD SHX Text
FIN. GRADE
AutoCAD SHX Text
'P' PAVERS DETAIL ENTRY/LANAI
AutoCAD SHX Text
PAVERS
AutoCAD SHX Text
8"x8" CONC. RIBBON
AutoCAD SHX Text
W/ 1 #5 ROD CONT.
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
SAND
AutoCAD SHX Text
1-#5
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
0'-8"
AutoCAD SHX Text
TE
AutoCAD SHX Text
0'-8"
AutoCAD SHX Text
1'-8"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
WALL FOOTING SCHEDULE
AutoCAD SHX Text
0'-10"
AutoCAD SHX Text
0'-8"
AutoCAD SHX Text
DEPTH
AutoCAD SHX Text
1'-8"
AutoCAD SHX Text
F6
AutoCAD SHX Text
F5
AutoCAD SHX Text
F4
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
'F6A' STEP DOWN
AutoCAD SHX Text
1 #5
AutoCAD SHX Text
3" CLEAR COVER
AutoCAD SHX Text
'F6' STEP DOWN
AutoCAD SHX Text
2 #5
AutoCAD SHX Text
3" CLEAR COVER
AutoCAD SHX Text
8"
AutoCAD SHX Text
F6A
AutoCAD SHX Text
8"
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
1-#5
AutoCAD SHX Text
3" CLEAR COVER.
AutoCAD SHX Text
2 #5 CONT. W/
AutoCAD SHX Text
"F5" FOOTING
AutoCAD SHX Text
%%U%%OFOUNDATION PLAN: "M"%%O
AutoCAD SHX Text
SCALE: 3/16"=1'-0"
AutoCAD SHX Text
F6A
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
F5
AutoCAD SHX Text
A
AutoCAD SHX Text
F3
AutoCAD SHX Text
F3
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
2 #5 BARS
AutoCAD SHX Text
4" CONC. SLAB
AutoCAD SHX Text
GARAGE DOOR RECESS (PAVERS)
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
RECESS
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
2 #5 BARS
AutoCAD SHX Text
4" CONC. SLAB
AutoCAD SHX Text
GARAGE DOOR RECESS (CONCRETE)
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
RECESS
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
HB
AutoCAD SHX Text
WH
AutoCAD SHX Text
8'-0" X 8'-0" O.H. GARAGE DR.
AutoCAD SHX Text
6" X 12" RECESS
AutoCAD SHX Text
PER DETAIL
AutoCAD SHX Text
THIS SHEET
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
CAPE CORAL, FL 33904
AutoCAD SHX Text
(239) 549-4554
AutoCAD SHX Text
OF NORTH FLORIDA
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
SYSTEMS
AutoCAD SHX Text
1634 S.E. 47th ST SUITE #3
AutoCAD SHX Text
CA# 8829
AutoCAD SHX Text
BRASS FLOOR OUTLET W/ SWITCH
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%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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
3'X3' CONC.
AutoCAD SHX Text
SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
AutoCAD SHX Text
SET W/H ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
AutoCAD SHX Text
LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
AutoCAD SHX Text
BOND BEAM & 1#5 ROD
AutoCAD SHX Text
60" HIGH WALL W/ 8"
AutoCAD SHX Text
MF
AutoCAD SHX Text
STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK
AutoCAD SHX Text
F1
05-31-19DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
JWC
3/16"=1'-0"
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
GSU
BDIV
: TOS
CANA
ISLE
S 60
s
RESI
DENC
E FO
R:
G.C.
D.# :
1097
4
LOT:
350
MOD
EL:
BLOC
K :
ADDR
ESS:
299 T
OSCA
VILL
A BL
VD
SPEC
UNIT
198
3 - E
DISO
N
S-2 M
ROOF
D.R.
H. #
: 578
3701
40
A1
A2
A3
A4
A5
A6
A7
A8
H
J
1
0
A
H
J
1
0
CJ1
CJ3
CJ5A
CJ1
CJ3
CJ5A
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
H
J
1
0
B
H
J
1
0
B
CJ1
CJ3
CJ5
CJ1
CJ2
CJ4
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
C5
C6
H
J
7
H
J
7
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
D1
A9
A10
A10
A10
A9
A11
A11
A12
A12
A12
A12
A12
C7
C8
C9
E2
E3
H
J
7
A
CJ1A
CJ3A
CJ1A
CJ3B
EJ5B
H
J
7
A
CJ1A
CJ3A
CJ1A
CJ3B
EJ5B
D10
D9
D8
D7
D6
D5
D4
D3
D2
H
J
1
0
CJ1
CJ3
CJ5CJ1
CJ3
CJ5
EJ7
EJ7
MG7
B14
V1
V2
V1
EJ5A(4)
EJ7(12)EJ7A(4)
EJ7B(6)
AutoCAD SHX Text
%%u%%oBEDROOM #2
AutoCAD SHX Text
%%U%%OBEDROOM #3
AutoCAD SHX Text
%%U%%ODEN
AutoCAD SHX Text
%%U%%OLANAI
AutoCAD SHX Text
%%U%%OGARAGE
AutoCAD SHX Text
%%U%%OENTRY
AutoCAD SHX Text
COFFERED CEILING
AutoCAD SHX Text
%%U%%ODINETTE
AutoCAD SHX Text
%%U%%OGREAT ROOM
AutoCAD SHX Text
COFFERED CEILING
AutoCAD SHX Text
%%u%%oMASTER SUITE
AutoCAD SHX Text
COFFERED CEILING
AutoCAD SHX Text
%%U%%OBATH #2
AutoCAD SHX Text
%%U%%OFOYER
AutoCAD SHX Text
%%U%%OUTILITY
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
HIP
AutoCAD SHX Text
VALLEY
AutoCAD SHX Text
VALLEY
AutoCAD SHX Text
VALLEY
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
RIDGE
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
HIP
AutoCAD SHX Text
14'-0" FLAT CEILING
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%OROOF & CEILING PLAN:%%O
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
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" CLG
AutoCAD SHX Text
9'-4" CLG
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" CLG.
AutoCAD SHX Text
12'-4" COFFERED
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
11'-4" FLAT CLG
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
9'-4" FLAT CEILING
AutoCAD SHX Text
10'-4" COFFERED
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
RECESSED A/H
AutoCAD SHX Text
S-4
AutoCAD SHX Text
1
AutoCAD SHX Text
8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 9'-4" . ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
AutoCAD SHX Text
%%U8F8-1B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F16-1B/1T
AutoCAD SHX Text
%%U8F16-1B/1T
AutoCAD SHX Text
%%U8F16-1B/1T
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F16-1B/1T
AutoCAD SHX Text
%%U8F8-1B
AutoCAD SHX Text
BOTTOM @ 10'-8"
AutoCAD SHX Text
S-4
AutoCAD SHX Text
3
AutoCAD SHX Text
S-4
AutoCAD SHX Text
3
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
%%U8F8-0B
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
%%U8F8-1B
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
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
ENTRY CEILING PER 2/S-3
AutoCAD SHX Text
LANAI CEILING PER 2/S-3
AutoCAD SHX Text
BEARING HEIGHT
AutoCAD SHX Text
= BEARING @ 9'-4" A.F.F.
AutoCAD SHX Text
= BEARING @ 14'-0" A.F.F.
AutoCAD SHX Text
INTERIOR BEARING HEIGHT
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 SHEET S-3. 3) PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS SHEET. 4) FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-3. 5) 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET. 6) AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 2/A-6.
AutoCAD SHX Text
%%UPRECAST LINTEL SCHEDULE
AutoCAD SHX Text
%%U8F8-1B
AutoCAD SHX Text
%%U8F8-0B
AutoCAD SHX Text
'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"
AutoCAD SHX Text
8" PRECAST LINTEL
AutoCAD SHX Text
%%U8F16-1B/1T
AutoCAD SHX Text
1 #5 BOTTOM
AutoCAD SHX Text
1 #5 TOP
AutoCAD SHX Text
AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
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
HOOK #5 BAR INTO TOP OF BOND BEAM
AutoCAD SHX Text
= BEARING @ 12'-4" A.F.F.
AutoCAD SHX Text
1-HTA16-18
AutoCAD SHX Text
@ C5
AutoCAD SHX Text
1-HTA16-18
AutoCAD SHX Text
@ A1
AutoCAD SHX Text
1-HTA20
AutoCAD SHX Text
@ A1
AutoCAD SHX Text
2-MTW16,
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
STUD BEARING WALL, 2X4
AutoCAD SHX Text
SPF #2 @ 16" O.C. W/ SPTH4
AutoCAD SHX Text
TOP & BOTTOM @ 16" O.C.
AutoCAD SHX Text
1/2"X6" EXPANSION BOLT
AutoCAD SHX Text
@ 32" O.C. W/ 2" WASHER.
AutoCAD SHX Text
TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY BUILDERS FIRST SOURCE, JOB #: MASTER, DATED: 05-03-18, REVISION: NONE
SEE DETAIL 9/S-3 WHERE LINTEL AT LANAI/ENTRY INTERSECTS MAIN WALL, TYPICAL
AutoCAD SHX Text
EMBED 1-HTA16-18 AT TRUSSES, EXCEPT AS NOTED AT GIRDERS.
AutoCAD SHX Text
#5 VERTICAL @ DOT LOCATION (48" O.C. MAX) IN GROUTED CELL W/ 7" HOOK INTO BOND BEAM
AutoCAD SHX Text
8"X8" CONTINUOUS MASONRY BOND BEAM AT TOP OF WALL. WITH 1 #5 BAR. PROVIDE CORNER BARS PER 8/S-3
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
CAPE CORAL, FL 33904
AutoCAD SHX Text
(239) 549-4554
AutoCAD SHX Text
OF NORTH FLORIDA
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
SYSTEMS
AutoCAD SHX Text
1634 S.E. 47th ST SUITE #3
AutoCAD SHX Text
CA# 8829
AutoCAD SHX Text
(+29.4, -33.3)
AutoCAD SHX Text
10-10dx1 1/2", EMBED 4"
AutoCAD SHX Text
1870
AutoCAD SHX Text
INSTALL HTA16-18 AT ALL TRUSSES TO 1615 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
AutoCAD SHX Text
(1)HTA20
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/L OF WALL. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP 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 DETAIL 2/S-4. 4) 'ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR. INSTRUCTIONS.
AutoCAD SHX Text
2800 (2 PLY)
AutoCAD SHX Text
3170 (2 PLY)
AutoCAD SHX Text
5005
AutoCAD SHX Text
2430 (1 PLY)
AutoCAD SHX Text
10-10dx1 1/2", EMBED 4"
AutoCAD SHX Text
5/8"%%C ATR, EPOXY 12"
AutoCAD SHX Text
(2)HTA16-18
AutoCAD SHX Text
(2)HTA16-18
AutoCAD SHX Text
(2)HTA20
AutoCAD SHX Text
HTT45
AutoCAD SHX Text
R2
AutoCAD SHX Text
TRUSS STRAPPING TO MASONRY
AutoCAD SHX Text
MAX TRUSS UPLIFT
AutoCAD SHX Text
@ 24" OC (LBS)
AutoCAD SHX Text
1615
AutoCAD SHX Text
10-10dx1 1/2", EMBED 4"
AutoCAD SHX Text
(1)HTA16-18
AutoCAD SHX Text
CONNECTOR
AutoCAD SHX Text
FASTENER
AutoCAD SHX Text
10-10dx1 1/2", EMBED 4"
AutoCAD SHX Text
10-10dx1 1/2", EMBED 4"
AutoCAD SHX Text
FASTENER
AutoCAD SHX Text
12-10dx1 1/2"
AutoCAD SHX Text
12-10dx1 1/2"
AutoCAD SHX Text
12-10dx1 1/2"
AutoCAD SHX Text
TRUSS STRAPPING TO STUD WALL/WOOD BEAM
AutoCAD SHX Text
24-10dx1 1/2"
AutoCAD SHX Text
24-10dx1 1/2"
AutoCAD SHX Text
24-10dx1 1/2"
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 USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS.
AutoCAD SHX Text
24-10dx1 1/2"
AutoCAD SHX Text
INSTALL AT ALL TRUSSES TO 1005 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
AutoCAD SHX Text
2570
AutoCAD SHX Text
(2)HTW20
AutoCAD SHX Text
(3)HTW20
AutoCAD SHX Text
(4)HTW20
AutoCAD SHX Text
3855
AutoCAD SHX Text
5140
AutoCAD SHX Text
CONNECTOR
AutoCAD SHX Text
(2)MTW16
AutoCAD SHX Text
(3)MTW16
AutoCAD SHX Text
(1)MTW16
AutoCAD SHX Text
(1)HTW20
AutoCAD SHX Text
MAX TRUSS UPLIFT
AutoCAD SHX Text
@ 24" OC (LBS)
AutoCAD SHX Text
2010
AutoCAD SHX Text
3015
AutoCAD SHX Text
1005
AutoCAD SHX Text
1285
AutoCAD SHX Text
R2
AutoCAD SHX Text
ROOF SHEATHING
AutoCAD SHX Text
8d RING SHANK
AutoCAD SHX Text
@ 6" O.C.
AutoCAD SHX Text
16d NAILS @
AutoCAD SHX Text
8" O.C.
AutoCAD SHX Text
ROOF TRUSS
AutoCAD SHX Text
BEVELED BLOCKING
AutoCAD SHX Text
2" X ( ) BLOCKING W/ BEVEL CUT TOP, BLOCKING CAN BE ON EITHER SIDE OF TRUSS
AutoCAD SHX Text
WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES. INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET (DR HORTON REQUIRMENT )
AutoCAD SHX Text
LINTELS BEAR 4" MIN. EACH END
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: ELEVATED FLOORS: LIVE LOAD 40 PSF, DEAD LOAD 20 PSF ROOF: LIVE TOP CHORD 20 PSF LIVE BOTTOM CHORD 10 PSF (NON-CONCURRENT w/ TCLL) CEMENT ROOF TILE DEAD LOAD 25 PSF TOTAL SHINGLE/METAL ROOFING DEAD LOAD 15 PSF TOTAL MINIMUM DEAD LOAD FOR WIND: TC 5 PSF, BC 5 PSF DEFLECTION CRITERIA: FLOOR L/480 LIVE, L/360 TOTAL ROOF L/240 LIVE, L/180 TOTAL 2. WIND LOADS: WIND DESIGN PER ASCE7-10 BASIC WIND SPEED (ASCE7-10) 160 MPH NOMINAL WIND SPEED (Vasd TABLE R301.2.1.3) 124 MPH BUILDING CATEGORY II IMPORTANCE FACTOR 1.00 EXPOSURE C MEAN ROOF HEIGHT = 15 FT ROOF PITCH 5/12 ENCLOSURE CLASS. ENCLOSED INTERNAL PRES. COEFF. +/- 0.18 WINDOW/DOOR DESIGN WIND PRESSURE, SEE TABLE IN DETAIL 3. SOFFITS - PER R703.1.2.1, ALL SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED IN TABLE R301.2(2) FOR WALLS. 3. REINFORCED CONCRETE: DESIGN AS PER ACI 318-14 REQUIRED COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE f'c = 2500 PSI 3~8" MINIMUM THICKNESS REINFORCED WITH 6x6 w1.4xw1.4 WWF OR FIBERMESH. CONVENTIONAL SHALLOW FOOTINGS f'c = 2500 PSI BEAMS AND COLUMNS f'c = 3000 PSI ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS 3" SLAB ON GRADE CENTERED BEAMS 1~8" COLUMNS 1~8" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. REINFORCING STEEL - ASTM A615 GRADE 40 FOR #3 GRADE 60 FOR #4 TO #11 WELDED WIRE FABRIC - ASTM A185 SPLICES IN REINFORCING, SHALL BE 40 BAR DIAMETERS. NON-CONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING IS NOT SPACED MORE THAN 5" APART FOR #5 BARS. FORMWORK AND SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS REACHED AT LEAST 2/3 OF THE REQUIRED 28 DAY STRENGTH. 4. REINFORCED MASONRY: DESIGN PER ACI 530-13 REQUIRED COMPRESSIVE STRENGTHS: MASONRY WALLS f'm = 1500 PSI REINFORCING STEEL - ASTM A615 GRADE 60. SPLICES IN REINFORCING, SHALL BE 48 BAR DIAMETERS. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. ALL CELLS BELOW FINISHED GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AT DOT LOCATIONS ON PLAN. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" OC VERTICALLY, UNLESS NOTED OTHERWISE. IN ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE AND BELOW OPENINGS, EXTENDING AT LEAST 24" BEYOND THE OPENING. LAP JOINT REINFORCING 6" MINIMUM. 5. DELEGATED-ENGINEERED WOOD ROOF & 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
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
MONOLITHIC FOOTING, SEE PLAN
AutoCAD SHX Text
DOWEL TO MATCH WALL REINFORCING, LAP 30"
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
%%UMONOLITHIC FOOTINGS
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
%%UINTERIOR
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
%%UEDGE
AutoCAD SHX Text
%%UGARAGE
AutoCAD SHX Text
D
AutoCAD SHX Text
%%USTEPDOWN
AutoCAD SHX Text
C
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
2x4 OUTLOOKER
AutoCAD SHX Text
ROOF SHEATHING, SEE SCHEDULE.
AutoCAD SHX Text
BRACE VERTICAL
AutoCAD SHX Text
MEMBERS PER TRUSS
AutoCAD SHX Text
MASONRY WALL, SEE PLAN
AutoCAD SHX Text
RT7A CLIP @ EA. OUTLOOKER TO TRUSS.
AutoCAD SHX Text
TRUSS TOP CHORD, DROP 3~8"
AutoCAD SHX Text
2x4 BLOCK AT
AutoCAD SHX Text
%%uDROPPED GABLE TRUSS
AutoCAD SHX Text
GABLE END BRACING
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
13
AutoCAD SHX Text
2-16d INTO EA. TRUSS
AutoCAD SHX Text
2x4 BRACE @ 48" OC
AutoCAD SHX Text
SHEATHING JOINT
AutoCAD SHX Text
12d @ 4" OC FROM LATERAL BRACE TO BLOCKING
AutoCAD SHX Text
BRACE @ 48" O.C. w/
AutoCAD SHX Text
2x4x8' LATERAL
AutoCAD SHX Text
w/ 4-12d
AutoCAD SHX Text
TOE NAILS
AutoCAD SHX Text
EACH END
AutoCAD SHX Text
2x4 BLOCK
AutoCAD SHX Text
4-16d NAILS
AutoCAD SHX Text
4-16d
AutoCAD SHX Text
2x4 @ 48"
AutoCAD SHX Text
3-12d TOE NAILS
AutoCAD SHX Text
2x4 BLOCKING
AutoCAD SHX Text
6
AutoCAD SHX Text
%%UTHIS DETAIL USED
AutoCAD SHX Text
%%UON ELEVATION L
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
MID WALL WEEP SCREED
AutoCAD SHX Text
EMBED HTA16-18 STRAP @ 32" OC AT INSIDE FACE OF GABLE END
AutoCAD SHX Text
2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
AutoCAD SHX Text
%%UBRACING OF GABLE END B4 & C2
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
12
AutoCAD SHX Text
NOTE: BRACING IS ACCOMPLISHED BY THE ADJOINING LOWER ROOF SHEATHING. NO ADDITIONAL FRAMING/BRACING IS REQUIRED.
AutoCAD SHX Text
USED FOR ELEVATION L ONLY
AutoCAD SHX Text
UPPER ROOF SHEATHING PER SCHEDULE 2/S-3
AutoCAD SHX Text
LOWER ROOF SHEATHING PER SCHEDULE 2/S-3
AutoCAD SHX Text
EDGE NAIL 8d RING SHANK NAILS @ 6" O.C.
AutoCAD SHX Text
FIELD INSTALLED 2x4 LEDGER w/ 12d @ 6" O.C.
AutoCAD SHX Text
FASCIA
AutoCAD SHX Text
2x4 OUTLOOKERS @ 24" O.C.
AutoCAD SHX Text
SLOPING PSEUDO TOP CHORD WITHIN TRUSS FOLLOWS THE SHAPE OF THE ADJOINING ROOF
AutoCAD SHX Text
TRUSS B4 & C2
AutoCAD SHX Text
DROPPED GABLE
AutoCAD SHX Text
RT7A CLIP @ EA. OUTLOOKER TO TRUSS.
AutoCAD SHX Text
2x4 BLOCKING
AutoCAD SHX Text
3-12d TOE NAILS
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
LAP CORNER BARS 40 BAR DIAMETERS
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
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
MFR DETAILS
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
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 USP. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. 3) CONCRETE SCREW SHALL BE WEDGE-BOLT+, TITEN, TAPCON OR EQUIVALENT.
AutoCAD SHX Text
1-HTWM16 or 20
AutoCAD SHX Text
2-LUGT2
AutoCAD SHX Text
HGT-2/3
AutoCAD SHX Text
2-HTWM16 or 20
AutoCAD SHX Text
CONNECTOR
AutoCAD SHX Text
1-HTWM16 or 20
AutoCAD SHX Text
RETROFIT STRAPS TO CONCRETE/MASONRY
AutoCAD SHX Text
TO 9790
AutoCAD SHX Text
TRUSS UPLIFT (LBS)
AutoCAD SHX Text
TO 1145
AutoCAD SHX Text
TO 4520
AutoCAD SHX Text
TO 2290
AutoCAD SHX Text
TO 3610
AutoCAD SHX Text
TO 1145
AutoCAD SHX Text
@ 24" OC
AutoCAD SHX Text
HTT16
AutoCAD SHX Text
8-10dx1~8", 4-~4x2~4 CONCRETE SCREW
AutoCAD SHX Text
EPOXY 12" EMBED WITH USP SET.
AutoCAD SHX Text
8-10dx1~8", 4-~4x2~4 CONCRETE SCREW
AutoCAD SHX Text
8-10dx1~8", 4-~4x2~4 CONCRETE SCREW
AutoCAD SHX Text
16-16d, 7-~4"x2~4" CONCRETE SCREW
AutoCAD SHX Text
18-10d, ~0"~D ALLTHREAD, DRILL
AutoCAD SHX Text
& EPOXY 10" EMBED w/ USP SET.
AutoCAD SHX Text
TWO ~w"~D ALTHREAD, DRILL &
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
SHEET OF 4
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
BUILDER:
AutoCAD SHX Text
DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
FOR BUILDERS FIRST SOURCE TRUSSES, M ELEVATION, 3 CAR GARAGE, JOB # MASTER, DATED: 05/03/18, REVISED: NONE
AutoCAD SHX Text
3 CAR GARAGE
”
”
” ” ”
”
AutoCAD SHX Text
1
AutoCAD SHX Text
%%USECTION AT FOYER
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
+12'-4"
AutoCAD SHX Text
2-MTW16 STRAP AT EACH TRUSS
AutoCAD SHX Text
2x4 SPF #2 DOUBLE TOP PLATE w/ SPTH4 @ 16" OC
AutoCAD SHX Text
2x4 SPF #2 @ 16" OC
AutoCAD SHX Text
FOOTING, SEE PLAN
AutoCAD SHX Text
SPTH4 @ 16" O.C.
AutoCAD SHX Text
~8"x6" EXPANSION BOLT @ 32" O.C. w/ 2" WASHER
AutoCAD SHX Text
MIDHEIGHT BLOCKING
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
A14
AutoCAD SHX Text
FRAME DOWN CEILING
AutoCAD SHX Text
+9'-4"
AutoCAD SHX Text
2
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
%%UKNEEWALL @ ENTRY
AutoCAD SHX Text
+9'-4"
AutoCAD SHX Text
HTA16-18 AT LOWER TRUSS
AutoCAD SHX Text
MASONRY WALL & BOND BEAM, SEE PLANS
AutoCAD SHX Text
'B' OR 'C' TRUSS
AutoCAD SHX Text
MSTAM24 @ 32" OC
AutoCAD SHX Text
2x4 DOUBLE TOP PLATE w/ SPTH4 @ 16" O.C.
AutoCAD SHX Text
ROOF SHEATHING PER SCHEDULE 2/S-3
AutoCAD SHX Text
MTW16 STRAP AT TRUSS
AutoCAD SHX Text
TRUSS E1
AutoCAD SHX Text
+14'-0"
AutoCAD SHX Text
2x4 SYP #2 @ 16" OC
AutoCAD SHX Text
WALL SHEATHING PER 2/S-3
AutoCAD SHX Text
%%UTHIS DETAIL USED
AutoCAD SHX Text
%%UON ELEVATION L
AutoCAD SHX Text
3
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
%%UKNEEWALL @ ENTRY
AutoCAD SHX Text
+9'-4"
AutoCAD SHX Text
HTA16-18 AT LOWER TRUSS
AutoCAD SHX Text
MASONRY WALL & BOND BEAM, SEE PLANS
AutoCAD SHX Text
'B' OR 'C' TRUSS
AutoCAD SHX Text
MSTAM24 @ 32" OC
AutoCAD SHX Text
2x4 DOUBLE TOP PLATE w/ SPTH4 @ 16" O.C.
AutoCAD SHX Text
ROOF SHEATHING PER SCHEDULE 2/S-3
AutoCAD SHX Text
MTW16 STRAP AT TRUSS
AutoCAD SHX Text
'E' TRUSS
AutoCAD SHX Text
+14'-0"
AutoCAD SHX Text
2x4 SYP #2 @ 16" OC
AutoCAD SHX Text
WALL SHEATHING PER 2/S-3
AutoCAD SHX Text
%%UTHIS DETAIL USED
AutoCAD SHX Text
%%UON ELEVATION M
AutoCAD SHX Text
FALSE KNEEWALL, NO STRAPS
AutoCAD SHX Text
WALL SHEATHING PER 2/S-3
AutoCAD SHX Text
BLOCKING
AutoCAD SHX Text
WALL TO ROOF WEEP SCREED
AutoCAD SHX Text
BLOCKING
AutoCAD SHX Text
2x4 BLOCKING
AutoCAD SHX Text
2x4 LEDGER
AutoCAD SHX Text
4
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
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
%%UFULL HEIGHT WALL SECTION
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
TRUSS BEARING
AutoCAD SHX Text
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
MONOLITHIC FOOTING, SEE PLAN
AutoCAD SHX Text
DOWEL TO MATCH WALL REINFORCING, LAP 30"
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
AutoCAD SHX Text
2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
AutoCAD SHX Text
CRICKET
AutoCAD SHX Text
2x4 BLOCKING BETWEEN TRUSS
AutoCAD SHX Text
LADDER STYLE JOINT REINFORCING @ 16" O.C.
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 R703.7.2: 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 R703.7.1: 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 long, 11 gage nails with 7/16” head (roofing head (roofing nails) at 7” oc, or 1-1/2” long, 16 gage staples at 6” oc, into oc, or 1-1/2” long, 16 gage staples at 6” oc, into long, 16 gage staples at 6” oc, into 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) R703.7.3: 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
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
SHEET OF 4
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
BUILDER:
AutoCAD SHX Text
DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL