probuild-d - c:usersdan.woodydesktop 0 l 160 c 0 l 160 exp … lo… · elevation @ 0'-0"...
TRANSCRIPT
EXPOSED TO WIND
EXPOSED TO WIND11'-0" CEILING
11'-0" CEILING
11'-0" CEILING
DR
OP
PE
DT
OP
CH
OR
D
U:1
08
4U
:10
86
U:1
075
U:1
072
U:1
38
6
U:1
247
LEDGER BY BUILDER
LEDGER BY BUILDER
U:1
67
9U
:17
49
U:1
067
U:1
07
9
U:1
08
4U
:10
85
U:1
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:10
85
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:10
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:10
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:10
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:108
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:108
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:108
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03
0
STEP OVERAHU
A*
A*
A*
A*
A A
A A A
A A
A*
LG2
LG1
A0
6
A0
7
A0
8
A0
9
A1
0
H7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7
C1
C3
EJ7C
C1
C3
C5B
A2
1L
A2
0L
A1
9L
A1
8L
A1
7L
A1
6L
A1
5L
A1
2
A1
2
A11
A11
A1
2
A1
2A
A1
2A
A1
2A
A1
2
I03
L
I02
L
I01
L H7
C1
C3
C5A
C1
C3
EJ7B
EJ7
EJ7
EJ7
EJ7
D02
L
D01
L
B02
L
B01
L
CJ6A
H7
C1
C3
EJ7B
EJ7
EJ7
C1
C3
C5A
G01
L
H7
C1
C3
CJ5A
C1
C3
EJ7B
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
K03
K01
K01
K01
K01
K01
A0
1
A0
2
A0
3
A0
4
A0
5H7
C1
C3
EJ7B
C1
C3
C5
A
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
67-04-00
14-08-00
12-06-00
14-08-00
2-00-00
11-10-00
14-04-00
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
1-00-00
5-04-00
1-00-00
1-00-00
1-02-08
10-00-00
18-00-00
2-00-00
10-00-00
12-00-00
10-00-00
1-10-08
67-08-00
2-04-00
5-09-08
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
2-00-00
2-00-00
2-00-00
5-09-08
5-09-08
5-09-08
50-00-00
13-04-00
17-00-00
19-08-00
50-00-00
5-09-08
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
7-00-00
3-09-13
3-09-13
3-09-13
3-09-13
12-00-00
28-11-08
17-09-00
3-09-13
14-11-08
27-03-13
3-04-00
6-00-06
MODEL
7
G
THA422
SIMPSON CONNECTOR SCHEDULE
1550J
1415 / 2245
ACCESSORIES
B
4310 / 4680
0
1/2" NUTS
0
M
0
IDUPLIFT
SDS 1/4" x 3"
E
HTU26
M
L
BOLTS
7460
MODEL
0
MODEL
D
4095
E
0
H
5230
K
3x8 NAIL ON PLATES
0
SDS 1/4" x 6"
1/2" WASHERS
MODEL
0
QTY
MISCELLANEOUS
E
0
1530 / 3485
UPLIFT
HGUS28-3
0
HGUS26-2
C 0 D DHTU28-2 1530 / 34854310 / 4680
B0 HTU28 1235 / 21403895 / 4680 B
3235
H
F7460F
HGUS28-3
HGUS28-2
3235
0
H0 7460
SCREWS
QTY
C
HTU26-2
895
2790
QTY
C
HGUS210-4
2 PLY TYP.
3x8 NAIL ON PLATES
5
1/2" WASHERS
FLOOR TRUSS
3235
HTU26-2
L
1 PLY TYP.
N
A*A* 490895LUS240
HGUS26-2
B
N/A
HTU28
ID
HHUS46
0
A
SDS 1/4" x 3"
2155HGUS26-3
1250 / 1555
QTY MODEL
QTY
H
3200 / 3600
ROOF
HGUS26-3
G
MODEL
1/2" x 8" CARR. BOLTS
HGUS28-2
HTU28-2
0
1235 / 2140
MODEL
HGUS210-4 J
QTY
2155
N/A
THA426
F
490
2155
3200 / 3600
N/A
3600
0
A
O
1415 / 2245
G
5320
L
SYMBOL
1250 / 1555
0
A
MODEL
5320
9100
QTY
LUS24
3600
A*
0
0
BOLTS
7460
1515 / 2175
C
9100
A*
HTU26-2
J
D
HTU26
3235
SEAT PLATES
0
SYMBOL
HHUS46 SDS 1/4" x 4-1/2"
1/2" NUTS
FLOOR
1515 / 2175
QTY
ROOF TRUSS
1/2" x 8" CARR. BOLTS
2435 / 2245
SDS 1/4" x 6"
SEAT PLATES
FLOOR TRUSS
SPECIAL
HTU26
0
FLOOR TYP.
O
G
3895 / 4680
E
ACCESSORIES
SCREWS
A
ROOF TRUSS
A
5230
J
C
2155
F
THAC422
4095
SDS 1/4" x 4-1/2"
N
Hatch Legend
10'-0" BEARING
14'-0" BEARING
5
4-1
/16"
2x4 T.C. MIN.
14 1/2""CANT.
12
TYP. ROOF TRUSS END DETAIL
8" BRG.
N.T.S.
TILE ROOF
1 08/28/17 Updated Block. D.W.
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 FirstSource.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 1/9/2018
DATE PRINTED 8/4/2020
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
DESIGN CODE FBC2017/TPI2014
WIND CODE MWFRS (Directional)/C-C HYBRID WIND ASCE 7-10
TRUSS LOADING ROOF
TCLL 20 PSF
TCDL 20 PSF
BCLL 0 PSF
BCDL 10 PSF
TOTAL 50 PSF
DURATION 1.25
TCDL / TO RESIST UPLIFT 5 PSF
BCDL / TO RESIST UPLIFT 5 PSF
TRUSS LOADING
ROOF PITCH 5/12
CEILING PITCH FLAT
TOP CHORD SIZE 2 x 4 MIN.
BOTTOM CHORD SIZE 2 x 4 MIN.
OVERHANG LENGTH N/A
CANTILEVER 14 1/2"
END CUT PLUMB
FLOOR TRUSS SPACING N/A
ROOF TRUSS SPACING 24"
ROOF PITCH
BUILDER DR Horton
PROJECT 2540 L 160 C RH
MODEL 2540 L
ADDRESS --
CITY, STATE --, FL.
LOT --
COUNTY --
DRAWN BY D.W.
ENG. BY D.W.
Ralph
Shop Draw X
DATE:
08-31-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
3/16" = 1'-0"
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: E
NTRA
DA 60
s
RESI
DENC
E FO
R:
G.C.
D. #
: 117
88
LOT:
3 M
ODEL
:BL
OCK
: 804
7
ADDR
ESS:
3244
BAR
AVAL
DO C
IRCL
E
SPEC
2540
L
A-1 L
ELEVATION
D.R.
H. #
: 579
0402
57
AutoCAD SHX Text
%%U%%OREAR ELEVATION: "L"%%O
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SCALE: 3/16" = 1'-0"
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12
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5
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12
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5
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TYP.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TYP.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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3-4080 SL. GL. DR.
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TYP.
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CANTILEVER
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TRUSS
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12
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5
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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%%U%%OLEFT ELEVATION: "L"%%O
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SCALE: 3/16" = 1'-0"
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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12
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5
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%%U%%ORIGHT ELEVATION: "L"%%O
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SCALE: 3/16" = 1'-0"
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12
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5
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12
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5
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TYP.
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CANTILEVER
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TRUSS
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25 SH
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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ELEV @ 10'-0" A.F.F.
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TOP OF WALL
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ELEV @ 10'-0" A.F.F.
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TOP OF WALL
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ELEV @ 10'-0" A.F.F.
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TOP OF WALL
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ELEV @ 10'-0" A.F.F.
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TOP OF WALL
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ELEV @ 10'-0" A.F.F.
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TOP OF WALL
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35 SH
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3010 FIXED GLASS
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2-35 SH
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2-35 SH
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FIXED GLASS
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ALLOW 2" FOR HURRICANE SHUTTER ATTACHMENT
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%%U%%OTYPICAL WINDOW BANDING DETAIL%%O
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B1
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B3
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B6
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B5
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A1
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B7
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WATER TABLE
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BANDING DETAILS
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E2
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E1
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D1
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D2
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C3
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D5
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A3
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A4
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C2
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A2
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C1
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%%U%%OFRONT ELEVATION: "L"%%O
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SCALE: 3/16" = 1'-0"
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TYP.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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16080 OH. GARAGE DOOR
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8080 OH. GARAGE DOOR
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3080 ENTRY DOOR
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12
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5
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CANTILEVER
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TRUSS
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12
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5
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ELEV @ 14'-0" A.F.F.
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TOP OF WALL
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HEEL TO MATCH ROOF PLANE
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ELEV @ 10'-0" A.F.F.
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TOP OF WALL
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26 SH
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W/ SIDELITE
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A2
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A2
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A3
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A3
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A2
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A2
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A2
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A2
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%%U%%OSOFFIT DETAIL%%O
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SCALE: 3/4" = 1'-0"
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CANTILEVER
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12
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5
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2X6 MIN. SUB FASCIA
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FLASHING AND DRIP EDGE PER NOTES IN TABLE 3 ON A-6
DATE:
08-31-20
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: E
NTRA
DA 60
s
RESI
DENC
E FO
R:
G.C.
D. #
: 117
88
LOT:
3 M
ODEL
:BL
OCK
: 804
7
ADDR
ESS:
3244
BAR
AVAL
DO C
IRCL
E
SPEC
2540
L
A-2 L
SLAB & PLUMBING
3/16" = 1'-0"
D.R.
H. #
: 579
0402
57
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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%%USIDE ELEVATION
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%%UFRONT ELEVATION
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%%UWATER CLOSET CLEARANCE DETAIL
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%%USIDE ELEVATION
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%%UFRONT ELEVATION
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%%UVANITY SINK CLEARANCE DETAIL
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KICK PLATE
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MIRROR
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FAUCET
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MIRROR
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FAUCET
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VARIES
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SLOPED CEILING
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VARIES
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ELEV @ -0-4"
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2" SLOPE
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6" X 12" RECESS
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SEE DETAIL
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8'-0" X 8'-0" O.H. GAR. DOOR
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SEE DETAIL
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6" X 12" RECESS
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RUN ELECTRIC IN
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CONDUIT FOR
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KITCHEN ISLAND
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LINE @ REF. SPACE
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PROVIDE 1/4" WATER
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FOR ICE MAKER
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16'-0" X 8'-0" O.H. GARAGE DOOR
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ELEV @ -0-4"
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ELEV @ -0-4"
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PAVERS BY OTHERS
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PAVERS BY OTHERS
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TILE SHWR.
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3 1/2" RECESS
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TILE SHWR.
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3 1/2" RECESS
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%%U%%OSLAB & PLUMBING PLAN: "L"%%O
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SCALE: 3/16"=1'-0"
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W/H
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HB.
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OPT.
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L.T.
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3-1/2"
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RECESS
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5'-0" TUB
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HB.
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ELEVATION @ 0'-0"
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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
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SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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SET W/H ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
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STANDARD SGD RECESS 1-1/2". IMPACT GLASS RECESS SGD 2-1/2".
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PROVIDE TERMITE TREATMENT WITH "BORA CARE"
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CONCRETE SLAB ON GRADE, SEE STRUCTURAL.
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PAVERS BY OTHERS
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PROVIDE SAWCUTS IN SLAB PER DETAIL 5/S-3
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#5 VERTICAL IN GROUTED CELL FROM FOOTING TO BOND BEAM AT DOT LOCATIONS SHOWN (48" O.C. MAX)
DATE:
08-31-20
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: E
NTRA
DA 60
s
RESI
DENC
E FO
R:
G.C.
D. #
: 117
88
LOT:
3 M
ODEL
:BL
OCK
: 804
7
ADDR
ESS:
3244
BAR
AVAL
DO C
IRCL
E
SPEC
2540
L
D R HORTON
3/16" = 1'-0"
FLOOR
A-3 L
D R HORTON
D.R.
H. #
: 579
0402
57
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SQUARE FOOTAGE
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LIVING AREA
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GARAGE AREA
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LANAI AREA
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ENTRY AREA
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TOTAL AREA
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2565
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594
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204
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73
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3436
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WIDTH
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HEIGHT
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MARK
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SIZE
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CODE
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DESCRIPTION
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PRODUCT
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QTY
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1
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2
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3
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COMMENTS
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SEE NOTE 1
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OVERHEAD
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GARAGE DOOR
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192
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96
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96
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96
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36
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96
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1
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1
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1
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3
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GARAGE DOOR
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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%%U%%OFLOOR PLAN:%%O "L"
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SCALE: 3/16"=1'-0"
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SH
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35
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25
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SH
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3-4080
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SL. GL. DR.
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SL. GL. DOOR
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MARK
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SIZE
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CODE
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QTY
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D
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C
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B
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A
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E
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COMMENTS
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SEE NOTE 1
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WIDTH
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HEIGHT
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54
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63
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38
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63
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146
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96
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2
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11
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1
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1
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1
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OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT
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24" X 24"
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F.G.
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24
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24
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2
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FIXED GLASS
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DISTINCTION
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3080
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ENTRY DR.
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OVERHEAD
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26
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SH
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F
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38
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75
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1
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2'-0"
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2'-0"
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%%U%%OBATH #1
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%%u%%oFOYER
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%%U%%OBEDROOM #1
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COFFERED CEILING
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%%u%%oENTRY
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14'-0" FLAT
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CEILING
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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%%u%%oLANAI
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10'-0" FLAT CEILING
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%%u%%oDINING ROOM
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10'-0" FLAT CEILING
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%%u%%oKITCHEN
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10'-0" FLAT
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%%u%%oGREAT ROOM
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COFFERED CEILING
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%%U%%OPANTRY
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10'-0" CLG
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%%U%%ODEN
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10'-0" FLAT CEILING
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%%U%%OBEDROOM #2
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10'-0" FLAT CEILING
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%%U%%OBATH #2
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10'-0" FLAT
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%%U%%O3 CAR GARAGE
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10'-0" FLAT CEILING
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COFFERED
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CEILING
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%%U%%OUTILITY
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10'-0" CLG
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%%U%%OW.I.C.
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%%U%%OW.I.C.
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%%U%%OBEDROOM #3
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10'-0" FLAT CEILING
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SEE NOTE 10
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SEE NOTE 9
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BETTER INSULATION
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MINIMUM R-13 OR
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22" X 36"
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ATTIC ACCESS
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2
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2
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2
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2
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2
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5
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2
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2
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2
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3
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3
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2
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2
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3
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3
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2
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3
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3
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O.H. CABINET
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D
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W
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12" VINYL SHELF
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12" VINYL SHELF
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12" VINYL SHELF
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12" VINYL SHELF
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12" VINYL SHELF
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5-16" SHELVES
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5-12" SHELVES
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TILE SHWR.
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REC. 3 1/2"
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MIRROR
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MIRROR
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12" VINYL SHELF
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CEILING
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REF. SPACE
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12" VINYL SHELF
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TILE SHWR.
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REC. 3 1/2"
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LINEN
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LINEN
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EGRESS
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EGRESS
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B
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C
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E
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E
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D
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W/H
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HB.
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G
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A
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5-12" SHELVES
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2
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5'-0" TUB
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MIRROR
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%%u%%oBATH #3
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%%u%%oPOWDER
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%%u%%oROOM
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2
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A/H
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OPTIONAL
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CABINETS
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OPT.
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L.T.
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HOLLOW DOT IS #5
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VERTICAL IN WINDOW SILL
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(NO VERTICALS IN HEADER)
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2
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G
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A
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EGRESS
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6" KNEE WALL
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COUNTER TOP AT 36" A.F.F.
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6" KNEE WALL
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SINK & DISP
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34 1/2" TALL
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42" KNEEWALL GLASS ABOVE
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10'-0" FLAT CEILING
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CEILING
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HOLLOW DOT IS #5
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VERTICAL IN WINDOW SILL
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(NO VERTICALS IN HEADER)
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EGRESS
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F
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1
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2
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G
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SH
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2-35
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108
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63
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2
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10'-0" FLAT CEILING
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TB
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TOWEL BAR
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TP
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TOILET PAPER
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TOWEL BAR
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TOILET PAPER ROLL
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BATHROOM NOTES
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ALL BLOCKING TO BE PT IN SHOWERS
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ALL TUB DECKS @ 21" A.F.F.
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TILE
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1/4 DURK
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3/4 PYW.
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MUD SET BY PLUMBER
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SHWR.
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GLS.
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TUB WALL DETAIL
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**** NOTE: ****
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STUB OUT FOR GAS @ OUTDOOR KITCHEN,
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RANGE, WATER HEATER, AND DRYER. VERIFY
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WITH CONTRACT AND SUBDIV. SPECS.
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VINYL SHELF NOTES:
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1) ALL CLOSET SHELVES TO BE 12"
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2) ALL PANTRY & LINEN TO BE (4) 16"
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SHELVES 18" O.F.F. WITH 15" INCREMENT.
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CABINET BACKING
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KITCHEN UPPER TOP @ 84" BASE TOP @35"
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MASTER BATH UPPER BASE- TOP @35"
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GUEST BATH UPPER BASE- TOP @31"
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LAUNDRY RM. UPPER TOP @84" BASE
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DOOR HEADERS
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6'-8" BIFOLD
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6'-8" SWING
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8'-0" SWING
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HEADER HEIGHT
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82" A.F.F.
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HEADER HEIGHT
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HEADER HEIGHT
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82 1/2" A.F.F.
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98 1/2" A.F.F.
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PLAN NOTES
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INSTALL 1-3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1.
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1)
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2.
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5)
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3)
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4)
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NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)
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VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS
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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
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9)
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KITCHEN KNEE WALL TO BE FRAMED W/ TOP @ 41 1/2" A.F.F. W/ RAISED BAR TOP
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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
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PROVIDE SAFETY GLAZING AT BATH / SHOWER . PER FLORIDA BUILDING CODE R 308.4.5.
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PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE
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INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS
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7)
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8)
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2)
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6)
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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
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10)
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11)
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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.
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12)
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ALL CLOSET SHELVES TO BE 12". ALL PANTRY & LINEN TO BE (4)-16" SHELVES 18" O.F.F. WITH 15" INCREMENT.
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13)
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MARK
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1
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INTERIOR DOOR SCHEDULE
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DOOR WIDTH
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3'-0"
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2'-8"
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2'-6"
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2'-4"
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2'-0"
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1'-8"
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1'-6"
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2
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3
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4
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5
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6
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7
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PK. = POCKET DOOR
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B.F. = BI-FOLD DOOR
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B.P. = BI-PASS DOOR
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%%U%%OALTERNATE KITCHEN OPTION:%%O
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SCALE: 3/16"=1'-0"
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DW.
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DW.
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SAFETY GLAZED
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SAFETY GLAZED
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SAFETY GLAZED
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36" X 12"
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F.G.
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36
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12
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3
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ESCAPE
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1
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12" X 96"
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SIDE LITE
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12
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96
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H
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H
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HB.
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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CEILING
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2
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A-3
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FOYER/HALL DETAIL
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CEILING
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1
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A-3
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BEDROOM #2 HALL DETAIL
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CEILING
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5
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A-3
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BEDROOM #3 HALL DETAIL
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CEILING
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4
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A-3
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MASTER SUITE DETAIL
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CEILING
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3
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A-3
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DEN ARCH DETAIL
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1
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A-3
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2
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A-3
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4
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A-3
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2
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A-3
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3
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A-3
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5
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A-3
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%%u%%oKITCHEN
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10'-0" FLAT
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%%u%%oGREAT ROOM
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COFFERED CEILING
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%%U%%OPANTRY
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2
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CEILING
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REF. SPACE
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LINEN
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D
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3
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A-3
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2
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COOKTOP W/ OPTIONAL KITCHEN
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DBL OVEN W/ OPT. KITCHEN
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6" KNEE WALL
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COUNTER TOP AT 36" A.F.F.
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6" KNEE WALL
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SINK & DISP
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COUNTER TOP AT 36" A.F.F.
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34 1/2" TALL
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DW.
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DBL OVEN W/ OPT. KITCHEN
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ALL MECHANICAL AND ELECTRICAL APPLIANCES TO BE INSTALLED AT OR ABOVE FLOOD PLUS 1'-0' FREEBOARD.
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14)
DATE:
08-31-20
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: E
NTRA
DA 60
s
RESI
DENC
E FO
R:
G.C.
D. #
: 117
88
LOT:
3 M
ODEL
:BL
OCK
: 804
7
ADDR
ESS:
3244
BAR
AVAL
DO C
IRCL
E
SPEC
2540
L
A-4 L
CEILING PLAN
3/16"=1'-0"
D.R.
H. #
: 579
0402
57
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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10'-0" FLAT CEILING
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%%u%%oDINING ROOM
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10'-0" FLAT CEILING
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%%u%%oLANAI
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COFFERED CEILING
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%%U%%OBEDROOM #1
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%%U%%OW.I.C.
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%%U%%OW.I.C.
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COFFERED CEILING
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%%u%%oGREAT ROOM
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CEILING
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10'-0" FLAT
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%%u%%oKITCHEN
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10'-0" CLG
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%%U%%OPANTRY
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10'-0" FLAT CEILING
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%%U%%OBATH #1
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10'-0" FLAT CEILING
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%%U%%OBEDROOM #2
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10'-0" CLG
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%%U%%OUTILITY
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%%U%%ODEN
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%%u%%oROOM
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%%u%%oPOWDER
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10'-0" FLAT CEILING
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%%U%%OBATH #2
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10'-0" FLAT CEILING
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%%U%%O3 CAR GARAGE
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CEILING
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COFFERED
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%%u%%oFOYER
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10'-0" FLAT CEILING
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%%U%%OBEDROOM #3
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CEILING
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14'-0" FLAT
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%%u%%oENTRY
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10'-0" FLAT CEILING
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%%U%%OBATH #3
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HIP
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VALLEY
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HIP
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HIP
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HIP
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HIP
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RIDGE
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RIDGE
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HIP
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HIP
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VALLEY
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RIDGE
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10'-0" FLAT CEILING
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ATTIC AREA
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ATTIC VENTILATION
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(ATTIC AREA 1/150)
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VENTILATION REQUIRED
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24.71 SQ. FT.
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3707 SQ. FT.
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WITHOUT OFF RIDGE VENTS
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VENTILATION REQUIRED
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WITH OFF RIDGE VENTS
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OFF RIDGE EXHAUST VENT SIZES
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%%U(AREA NET FREE SQUARE FEET)
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ATTIC VENTILATION CALCULATION: attic sq. ft. / 150 = vented sq. ft.
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ATTIC VENTILATION CALCULATION: attic sq. ft. / 300 = vented sq. ft
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(FBC R806)
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SCALE: 1/4"=1'-0"
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(ATTIC AREA 1/300 INSTALL PER
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FBC R806.2 MINIMUM AREA REQUIREMENTS)
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.38 SQ. FT.
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FREE AREA
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1 SQ. FT.
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FREE AREA
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1.45 SQ. FT.
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FREE AREA
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1
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verify venting requirements
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with energy calculations
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square footage
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soffit vents
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mark
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off ridge vents
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total ventilation
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MIN AIR FLOW OF SOFFIT
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7.0%%%
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O.R.V. NOT USED
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MIN AIR FLOW OF SOFFIT
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(O.R.V.)
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W/H
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HB.
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OPT.
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L.T.
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10'-0" FLAT CEILING
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BARREL ARCH
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BARREL ARCH
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BARREL ARCH
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BEARING HEIGHT
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= INTERIOR BEARING @ 10'-0"
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ROOF & CEILING PLAN: "L"
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SCALE: 3/16" = 1'-0"
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ELEVATION @ WALL
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ELEVATION @ +12"
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A
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A-4
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COFFER DETAIL "A"
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SCALE: N.T.S.
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= BEARING @ 14'-0" A.F.F.
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= BEARING @ 10'-0" A.F.F.
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HB.
DATE:
08-31-20
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: E
NTRA
DA 60
s
RESI
DENC
E FO
R:
G.C.
D. #
: 117
88
LOT:
3 M
ODEL
:BL
OCK
: 804
7
ADDR
ESS:
3244
BAR
AVAL
DO C
IRCL
E
SPEC
2540
L
A-5 L
ELECTRICAL
3/16" = 1'-0"
D.R.
H. #
: 579
0402
57
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Electrical Notes:
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All outlets in wet areas and all exterior outlets to be GFI's
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Install Arc-Fault circuit-Interrupters & Tamper-Resistant Receptacles
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shall be installed in dwelling unit. per NEC 210.12 & 406.11
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Install Phone & T.V per contract .
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INSTALL ALL ELECTRICAL PER NEC 2014
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SURFACE MOUNTED CEILING LIGHT
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TELEVISION RECEPTION OUTLET
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AC/DC SMOKE DETECTOR
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TO BE INTERCONNECTED
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WALL MTD. BRACKET LIGHT
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3 WAY SWITCH
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DIMMER SWITCH
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GFI SWITCH
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TELEPHONE OUTLET
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SINGLE POLE SWITCH
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A/C DISCONNECT
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DUPLEX FLOOD LIGHT
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TRACK MTD. LIGHTS
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EXHAUST FAN
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PUSH BUTTON
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1/2 SWITCHED DUPLEX OUTLET
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DUPLEX RECEPTACLE OUTLET
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4-PLEX RECEPTACLE OUTLET
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220 V RECEPTACLE OUTLET
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SINGLE RECEPTACLE OUTLET
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DUPLEX RECETACLE @ ELEV. A.F.F.
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ELECTRICAL PANEL
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ELECTRICAL METER
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120 V JUNCTION BOX
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T
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TIMER SWITCH
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J
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GFI
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D
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3
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SD
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TV
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ELECTRICAL LEGEND
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2' UNDER COUNTER LIGHT
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4' FLUORESCENT LIGHT
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K
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P
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KEYPAD
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ANY RESIDENT HAVING A FOSSIL-BURNING
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HEATER OR APPLIANCE, A FIREPLACE, OR
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AN ATTACHED GARAGE SHALL HAVE AN
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OPERATIONAL CARBON MONOXIDE ALARM
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INSTALLED WITHIN 10 FEET OF EACH
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ROOM USED FOR SLEEPING PERPOSES.
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PER RULE 9B-3.04.72
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DB= DOOR BELL
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POWER CO.
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200 AMP ELECTRICAL RISER DIAGRAM
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#6 CU MIN. TO (2) GROUND RODS,
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AT LEAST 6FT APART.
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(2) 4/0 AL & (1) 1/0 AL
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OR CU EQUIVALENT.
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M
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200 AMP.
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PANEL
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200 Amp Service
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A
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TAG
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QUANTITY
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PRODUCT
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B
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C
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D
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E
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F
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G
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H
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J
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K
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N
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O
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P
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(30)
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(3)
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(1)
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(X)
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(2)
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(2)
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NOT USED
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(2)
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(X)
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(1)
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(1)
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(X)
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(3)
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(X)
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36" 4 Lt
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24" 3 Lt
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10" Mushrooms
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Pendant/Nook
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Vapors
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Coach Lights
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Coach Lights
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J BOX
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5lt Chandelier
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3 Lt
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Pendant Light
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L
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M
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(2)
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(2)
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4' Fluorescent
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2' Fluorescent
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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OPT.
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OPT.
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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OPT.
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OPT.
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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W/H
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HB.
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OPT.
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L.T.
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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SD
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M
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OPT.
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M
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OPT.
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A
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EXH.
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FAN
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A
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F
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GFI
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F
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VP
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B
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EXH.
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FAN
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FAN (TYP.)
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PRE-WIRE FOR
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GFI
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VP
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M
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OPT.
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B
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42 A.F.F.
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STRUCTURED
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WIRE BOX
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W/ 110 OUTLET
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A
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STUB OUT FOR
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GARAGE DR OPENER
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OPT.
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200 AMP. ELEC
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PANEL BOX
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VERIFY LOC.
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42 A.F.F.
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A/C DISCONNECT
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H
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FLOOD LIGHT SWITCH
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IN FOYER
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OPT.
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FLOOD LIGHT SWITCH
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IN FOYER
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COACH
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LIGHT
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STUB OUT FOR
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GARAGE DR OPENER
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L
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OPT.
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H
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H
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TO OPT.
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LIGHTS
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METER
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VERIFY LOC.
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KEYLESS
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A
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GFI
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WP
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D.B.
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NOTE: VERIFY LOCATION
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OF GFI PER
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DECO BANDING
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SD
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O
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FAN (TYP.)
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PRE-WIRE FOR
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SCD
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TV
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GFI
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B
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SD
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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SCD
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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3
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TO OPT.
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LIGHTS
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FAN (TYP.)
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PRE-WIRE FOR
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C
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GFI
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WP
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GFI
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GFI
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GFI
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p
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p
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p
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OUTLET &
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SWITCH FOR
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DW/DISP.
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A
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A
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GFI
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SD
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A/H DISC
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SWITCH
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L
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OPT.
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EXH.
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FAN
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EXH.
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FAN
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EXH.
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FAN
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VP
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M
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OPT.
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3
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3
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A
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A
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A
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A
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A
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A
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SD
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K
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P
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OPT.
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A
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A
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A
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A
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A
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A
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3
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3
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A
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A
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A
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A
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A
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A
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A
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3
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3
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3
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3
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3
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3
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3
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A
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A
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A
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A
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GFI
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WP
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3
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3
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A
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%%U%%OELECTRICAL PLAN:%%O "L"
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SCALE: 3/16"=1'-0"
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HB.
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SCD
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SCD
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SD (SMOKE DETECTOR)
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SCD (CARBON MONOXIDE/SMOKE DETECTOR
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SD (SMOKE DETECTOR)
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SCD (CARBON MONOXIDE/SMOKE DETECTOR
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SCD
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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GFI
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All electric, electrical equipment and appliances to be set at or above base flood elevations plus 1'-0" freeboard.
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FLUSH MOUNTED LIGHT
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Flush Mounted Lt
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TV
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E
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E
DATE:
08-31-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
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Fax
(239
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: 804
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ADDR
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BAR
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SPEC
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A-6 L3/16" = 1'-0"
SECTION
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D.R.
H. #
: 579
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57
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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FINISH FLOOR
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5.7 SQ. CLEAR OPENING
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MINIMUM EGRESS WINDOW DETAIL
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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.
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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.
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RADIANT BARRIER:
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SCALE: N.T.S.
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ATTIC
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EXTERIOR
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GABLE WALL
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EXTERIOR STUD WALL OR TRUSS
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EXTERIOR PLYWOOD W/ RADIANT BARRIER ON ATTIC SIDE
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HOUSE WRAP
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ROOF
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RADIANT BARRIER GLUED TO PLYWOOD
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TOP CHORD
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ATTIC
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EXTERIOR
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CORNER OF
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MID WALL
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FELT STRIP
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BUILDING
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CORNER BEAD
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WEEP SCREED
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FELT STRIP
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WIRE LATH
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EXPANSION JOINT
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OVER FELT
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OVER FELT STRIP
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BUILDING
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BUILDING
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FELT STRIP
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EXPANSION JOINT
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CORNER OF
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BUILDING
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MASONRY WALL
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OVER WIRE LATH
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EXPANSION JOINT
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OVER BLOCK WALL
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OVER WIRE LATH
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EXPANSION JOINT
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DECO. TEXTURED FINISH
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OVER WIRE LATH
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DECO. TEXTURED FINISH
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FRAME WALL
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FELT OVER
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FRAME WALL
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WIRE LATH
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OVER FELT
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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WIRE LATH OVER
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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FRAME WALL
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FELT PAPER
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MITER OVER SCREED
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WIRE THE CONTROL
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JOINT TO LATH WITH
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18 GA. GALVANIZED
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WIRE AT 7' O.C. MAX.
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AMICO M-TYPE
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CONTROL JOINT
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AMCJM-780 OR
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APPROVED EQUAL
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OVER LATH (CUT
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LATH BEHIND
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CONTROL JOINT 1/4'
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MIN. GAP) LOCATE
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OVER STUD ONLY
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AND PER NOTE 1
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FULLY EMBED BACK FACE
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OF WEEP SCREED IN
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CAULK. LET OOZE OUT AT
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CORNER AND SCREED 2"
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MIN. WIDTH
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MITER OUT CORNER
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BEAD AT
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MID WALL
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WEEP SCREED
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*
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NOTE 1:
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MAX OF 144 SQ. FT.
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BETWEEN CONTROL
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JOINTS. NOT GREATER
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THAN 18'-0"O.C. MAX
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AREA RATIO OF
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CONTROL JOINTS-2-2/1 TO 1
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(AT WOOD
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FRAME ONLY)
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*
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CAULK CENTER JOINT
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IN MID WALL WEEP
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SCREED 2" IN EA.
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DIRECTION AT CORNER
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WOOD FRAME
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MASONRY WALL
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%%UMASONRY WALL
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%%UMASONRY WALL
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MASONRY WALL
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%%UWEEP SCREED DETAIL
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INSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE
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WOOD STUD FRAMING IS ABOVE MASONRY WALLS.
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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MASONRY NAIL
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6" WIDE FELT
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METAL LATH
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MASONRY WALL
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PAPER BACK
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WALL SHEATHING
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WITH HOUSE WRAP
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OR ZIP SYSTEM
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WALL SHEATHING
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WOOD FRAMING EITHER FLOOR TRUSS OR GABLE END TRUSS
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C
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L
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FELT AND
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WEEP SCREED
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%%UMID WALL WEEP SCREED DETAIL
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OVER
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WITH FELT
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FRAME WALL
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WIRE LATH
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WOOD FRAME
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MASONRY WALL
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SCALE: N.T.S.
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%%UPAN FLASHING PER R703.4
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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.
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"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.
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INSTALL "PAN" FLASHING AT THE SILL
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WHERE "PAN" FLASHING IS USED AT THE SILL, ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES
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EXTERIOR WALL
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OPENING FOR WINDOW OR DOOR
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THE FLASHING INSTRUCTIONS FROM THE WINDOW / DOOR MFR., OR THE FLASHING MFR., SHALL SUPERCEDE THIS DETAIL.
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For in-depth flashing installation instructions, refer to the following publications: FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AAMA/WDMA 300
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RESIDENTIAL SPECIFICATIONS
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GENERAL NOTES
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1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT
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THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL
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REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING
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2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK
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HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO
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3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED
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TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR
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THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO
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SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT
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4.
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5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB
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SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL,
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PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR
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STRUCTURAL DRAWINGS.
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DETAIL IS SHOWN.
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CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.
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ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,
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ATTACH AND ACCOMMODATE OTHER WORK.
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THE DESIGNER PRIOR TO COMMENCING WORK.
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SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON
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THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE
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NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS.
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6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE
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ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS
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ALL WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,
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8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER
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THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY
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TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF
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SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
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SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY
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AND EQUIVALENT STRENGTH PRODUCT.
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7. TREATED WOOD REQUIREMENTS:-
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OR NATURALLY RESISTANT TO DECAY.
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ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR
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PRESSURE TREATED.
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9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.
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SHALL BE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
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1
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10. LANAI CEILINGS & COVERED ENTRY CEILINGS
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1X4 STRIPPING @ 16" O.C. FASTENED WITH 2-8d NAILS TO EACH TRUSS. 5/8"
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EXTERIOR GYPBOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALL
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SCREWS @ 6" oc EDGE AND FIELD.
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3
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4
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FLOOR SHEATHING AT 2ND FLOOR
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A.P.A. RATED STURDI-FLOOR, EXPOSURE 1, TONGUE & GROOVE EDGES
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5
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SPAN RATING 48/24 OR BETTER, SEE STRUCTURAL.
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SHINGLES
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15# felt shall be installed under asphalt shingles. All asphalt
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shingles shall have self sealing strips or be interlocking and
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comply with ASTM D 225 or D3462
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Installation shall comply with the manufactures requirements for
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installation in the given Florida wind zone, as determined by
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ASTM D 3161.
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ASPHALT SHINGLE ROOF SPEC'S
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CLAY AND CONCRETE TILE ROOF SPECS
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THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLY
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WITH THE PROVISIONS OF R905.3 F.B.C.
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MARKING: EACH ROOF TILE SHALL HAVE A PERMANENT
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MANUFACTURER'S IDENTIFICATION MARK.
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APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTEN
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APPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALL
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INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:
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1. TILE PLACEMENT AND SPACING,
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2. ATTACHMENT SYSTEM NECESSARY TO
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A. AMOUNT AND PLACEMENT OF MORTAR
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B. AMOUNT AND PLACEMENT OF ADHESIVE,
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C. TYPE, NUMBER, SIZE, AND LENGTH OF FASTENERS AND CLIPS.
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3. UNDERLAYMENT
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4. SLOPE REQUIREMENT.
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INSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE
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LAYER APPLICATION UNDER TILE ROOF.
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ROOF SHEATHING
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SHEETS SHALL BE MAINTAINED. INSTALL "H" CLIPS AT UNSUPPORTED PANEL EDGES.
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FLASHING
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FLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL .0179 INCHES
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THICK, 26 GAGE AZ50 ALUM ZINC, OR GALVANIZED STEEL .0179 INCHES THICK, 26 GAGE
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ZINC COATED G90, FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP
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SYSTEM ROOF SHEATHING MANUFACTURERS PUBLISHED REQUIREMENTS. ALL FLASHING AND
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INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).
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SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.
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DIMENSION PLACED PERPENDICULAR TO TRUSSES. A 1/8" SPACE BETWEEN ADJACENT
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GENERAL ROOF ASSEMBLY
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2
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INSTALL PANELS WITH LONG
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DRIP EDGE
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DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLE ROOFS,
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LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM OF 1/2"
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BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINIMUM OF 2". DRIP
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EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL BE A
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MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
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COMPLY WITH CURRENT WIND CODE,
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SLOPE TO EXTERIOR
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2
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TYPICAL WALL SECTION
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SCALE: N.T.S.
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WOOD BASE
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W/ INSULATION (MIN. R4.1)
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1/2" DRYWALL W/ TEXTURED WALLS.
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1X2 P.T. FURRING STRIPS @ 24" O.C.
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GRADE
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MASONRY WALL,
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1X4 P.T. STRIP.
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SIZE AND REINFORCING.
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STUCTURAL PLAN FOR
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CONCRETE FOOTING, SEE
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WINDOW, SEE SCHEDULE AND PLAN.
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PER NOTE 9 IN
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DRYWALL CEILING
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TABLE 1 ON A-6
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SEE STRUCTURAL.
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PRECAST LINTEL,
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FLASHING AND DRIP EDGE
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PER NOTES IN TABLE 2 ON A-6
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EMBEDDED STRAP AT EACH
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TRUSS, SEE STRUCTURAL.
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WOOD TRUSSES @ 24" O.C. (TYPICAL)
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DESIGNED BY DELEGATED TRUSS ENGINEER.
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ROOF SHEATHING PER SCHEDULE 2/S-3
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TILE ROOF PER NOTE 4 ON A-6.
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AND PER NOTES IN TABLE 2 ON A-6
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OR SHINGLE ROOF PER NOTE 3 ON A-6
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2X6 MIN. SUB FASCIA
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WINDOW BUCKS,
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SEE STRUCTURAL.
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SILL SET IN MORTAR
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PRECAST CONCRETE SILL
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DECORATIVE CEMENT FINISH
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PER ASTMC-926
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SEE STRUCTURAL.
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BOND BEAM & LINTEL,
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VENTED ALLUM SOFFIT
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SHALL MEET R703.1.2.1
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PROVIDE VENTILATION
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PER R806.1
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SEE TABLE 3 ON S-3
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CONCRETE SLAB ON GRADE,
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SEE ENERGY CODE FORMS FOR INSULATION R-VALUES
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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SEE STRUCTURAL.
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SEE STRUCTURAL.
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FOR REQUIRED SOIL BEARING SEE STRUCTURAL.
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FOR FASTENING, SEE STUCTURAL.
DATE:
08-31-20
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: E
NTRA
DA 60
s
RESI
DENC
E FO
R:
G.C.
D. #
: 117
88
LOT:
3 M
ODEL
:BL
OCK
: 804
7
ADDR
ESS:
3244
BAR
AVAL
DO C
IRCL
E
SPEC
2540
LTh
is si
gnat
ure
and
seal
is fo
r wor
k pe
rfor
med
by
the
Stru
ctur
al E
ngin
eer o
f Rec
ord
(SER
) rel
ated
to S
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ring
only
. N
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e SE
R in
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STR
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TUR
AL
ENG
INEE
RIN
G
FOUNDATION
S-1 L3/16" = 1'-0"
D.R.
H. #
: 579
0402
57
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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ELEV @ -0-4"
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2" SLOPE
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6" X 12" RECESS
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SEE DETAIL
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8'-0" X 8'-0" O.H. GAR. DOOR
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SEE DETAIL
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6" X 12" RECESS
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RUN ELECTRIC IN
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CONDUIT FOR
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KITCHEN ISLAND
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LINE @ REF. SPACE
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PROVIDE 1/4" WATER
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FOR ICE MAKER
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16'-0" X 8'-0" O.H. GARAGE DOOR
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ELEV @ -0-4"
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ELEV @ -0-4"
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PAVERS BY OTHERS
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TILE SHWR.
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3 1/2" RECESS
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TILE SHWR.
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3 1/2" RECESS
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W/H
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HB.
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OPT.
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L.T.
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3-1/2"
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RECESS
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A
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A
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A
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A
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A
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A
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A
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C
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E
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F3 W/ CURB
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F3 W/ CURB
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F3
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P
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F6A
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F6A
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F6A
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F6A
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F6
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F3
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HOLLOW DOT IS REBAR BELOW SILL
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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.
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%%uFOUNDATION PLAN
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SCALE: 3/16" = 1'-0"
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0'-8"
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1-#5
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CONT.
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TE
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0'-8"
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DEPTH
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1'-0"
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1'-0"
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1'-0"
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1'-0"
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1'-0"
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PAD FOOTING SCHEDULE
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D
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E
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4'-0"
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5'-0"
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4'-0"
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2'-6"
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TYPE
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B
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A
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C
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USED
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WIDTH
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3'-0"
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2'-6"
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3'-6"
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LENGTH
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3'-0"
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2'-6"
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3'-6"
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5-#5
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6-#5
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5-#5
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3-#5
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-
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-
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BOTTOM REINF.
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4-#5
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3-#5
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4-#5
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SHORT WAY
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LONG WAY
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4-#5
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3-#5
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4-#5
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REMARKS
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-
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-
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-
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1'-8"
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0'-10"
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0'-8"
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DEPTH
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1'-0"
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1'-0"
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1'-8"
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WALL FOOTING SCHEDULE
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F4
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F6
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F5
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F3
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F2
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F1
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USED
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TYPE
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1'-4"
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1'-4"
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1'-4"
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1'-0"
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CONT.
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CONT.
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CONT.
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CONT.
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1'-8"
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1'-4"
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WIDTH
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CONT.
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CONT.
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LENGTH
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SHAPE
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2-#5
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2-#5
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2-#5
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2-#5
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BOTTOM
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REINFORCING
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2-#5
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2-#5
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NOTE: REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. ADD CORNER BAR 25"x25" AT EACH LONGITUDINAL BAR, SEE 6/S-3.
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F6A
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CONT.
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0'-8"
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1-#5
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0'-8"
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'F3' FOOTING
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5" MIN.
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7" HOOK, EMBED
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#5 DOWEL WITH
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'F3' WITH CURB AT GARAGE
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5" MIN. BELOW
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7" HOOK, EMBED
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#5 DOWEL WITH
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GARAGE FLOOR
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OF FLOOR
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VARIES WITH SLOPE
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IN FOOTING DIMENSIONS
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CURB IS OPTIONAL & NOT INCLUDED
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'P' PAVERS DETAIL ENTRY/LANAI
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PAVERS
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8"x8" CONC. RIBBON
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W/ 1 #5 ROD CONT.
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GRADE
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SAND
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'F6A' STEP DOWN
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1 #5
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3" CLEAR COVER
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'F6' STEP DOWN
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2 #5
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3" CLEAR COVER
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS (PAVERS)
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SCALE: 1/2" = 1'-0"
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GRADE
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RECESS
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS (CONCRETE)
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SCALE: 1/2" = 1'-0"
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GRADE
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RECESS
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3" CLEAR COVER.
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2 #5 CONT. W/
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"F5" FOOTING
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%%U%%OFOUNDATION PLAN: "L"%%O
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SCALE: 3/16"=1'-0"
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5'-0" TUB
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F5
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A
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HB.
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ELEVATION @ 0'-0"
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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
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SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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SET W/H ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
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STANDARD SGD RECESS 1-1/2". IMPACT GLASS RECESS SGD 2-1/2".
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PROVIDE TERMITE TREATMENT WITH "BORA CARE"
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THIS FOOTING IS REQUIRED FOR BFS LAYOUT ONLY
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A
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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%.
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S-4
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1
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S-4
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1
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PAVERS BY OTHERS
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P
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PROVIDE SAWCUTS IN SLAB PER DETAIL 5/S-3
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#5 VERTICAL IN GROUTED CELL FROM FOOTING TO BOND BEAM AT DOT LOCATIONS SHOWN (48" O.C. MAX)
Ralph
Seal
Ralph
Signature Statement Narrow
DATE:
08-31-20
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: E
NTRA
DA 60
s
RESI
DENC
E FO
R:
G.C.
D. #
: 117
88
LOT:
3 M
ODEL
:BL
OCK
: 804
7
ADDR
ESS:
3244
BAR
AVAL
DO C
IRCL
E
SPEC
2540
LTh
is si
gnat
ure
and
seal
is fo
r wor
k pe
rfor
med
by
the
Stru
ctur
al E
ngin
eer o
f Rec
ord
(SER
) rel
ated
to S
truct
ural
Eng
inee
ring
only
. N
o w
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was
per
form
ed b
y th
e SE
R in
othe
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cipl
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such
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, mec
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plum
bing
, ele
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al, f
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, acc
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civ
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tech
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STR
UC
TUR
AL
ENG
INEE
RIN
G
S-2 L
ROOF
3/16" = 1'-0"
A01
A02
A03
A04
A05
A06
A07
A08
A09
A10
H
7
A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7
C1
C3
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C1
C3
C5B
A21L
A20L
A19L
A18L
A17L
A16L
A15L
A12
A12
A11
A11
A12
A12
A14
A12
A12
I03L
I02L
I01L
H
7
C1
C3
C5A
C1
C3
EJ7B
EJ7
EJ7
EJ7
EJ7
D02L
D01L
B02L
B01L
CJ6A
H
7
C1
C3
EJ7B
EJ7
EJ7
C1
C3
C5A
G01L
H
7
C1
C3
CJ5A
C1
C3
EJ7B
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
K03
K01
K01
K01
K01
K01
EJ7BH
7
CJ1
CJ3
CJ1
CJ3
C5A
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
D.R.
H. #
: 579
0402
57
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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10'-0" FLAT CEILING
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%%u%%oDINING ROOM
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10'-0" FLAT CEILING
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%%u%%oLANAI
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COFFERED CEILING
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%%U%%OBEDROOM #1
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%%U%%OW.I.C.
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%%U%%OW.I.C.
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COFFERED CEILING
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%%u%%oGREAT ROOM
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CEILING
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10'-0" FLAT
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%%u%%oKITCHEN
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10'-0" CLG
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%%U%%OPANTRY
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10'-0" FLAT CEILING
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%%U%%OBATH #1
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10'-0" FLAT CEILING
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%%U%%OBEDROOM #2
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10'-0" CLG
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%%U%%OUTILITY
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%%U%%ODEN
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%%u%%oROOM
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%%u%%oPOWDER
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10'-0" FLAT CEILING
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%%U%%OBATH #2
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10'-0" FLAT CEILING
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%%U%%O3 CAR GARAGE
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CEILING
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COFFERED
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%%u%%oFOYER
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10'-0" FLAT CEILING
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%%U%%OBEDROOM #3
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CEILING
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14'-0" FLAT
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%%u%%oENTRY
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10'-0" FLAT CEILING
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%%U%%OBATH #3
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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ROOF & FRAMING PLAN: "L"
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SCALE: 3/16" = 1'-0"
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HIP
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VALLEY
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HIP
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HIP
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HIP
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HIP
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RIDGE
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RIDGE
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HIP
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HIP
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VALLEY
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RIDGE
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10'-0" FLAT CEILING
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W/H
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HB.
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OPT.
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L.T.
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10'-0" FLAT CEILING
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BARREL ARCH
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BARREL ARCH
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BARREL ARCH
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BEARING HEIGHT
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= INTERIOR BEARING @ 10'-0"
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SET BOTTOM OF 8F8-1B LINTEL AT GARAGE DOOR HEAD HEIGHT, ADD COURSING TO TOP OF WALL @ 10'-0" w/ 8x8 BOND BEAM w/ 1-#5 GROUT SOLID.
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EXTERIOR CEILING PER SCHEDULE 2/S-3
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EXTERIOR CEILING PER SCHEDULE 2/S-3
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1-META16, TYPICAL
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STUD BEARING WALL, 2x4 SPF #2 @ 16" O.C. WITH BLOCKING AT MID POINT, SPH4 TOP AND BOTTOM AT 16" O.C. PT SILL PLATE WITH 1/2"x6" EXPANSION BOLT @ 32" O.C. WITH 2" WASHER
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2X6 PT SILL BEHIND GABLE TRUSS AND OUTLOOKERS PER DETAIL 12/S-3, GABLE BRACING NOT REQUIRED
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1-HTS20, TYPICAL
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1-META16, TYPICAL
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8F16-1B/1T
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%%U8F8-0B
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%%U8F8-1B
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%%U8F8-1B
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%%U8F8-1B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-1B
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%%U8F8-1B
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8F8-1B, BOTTOM @ 10'-4", WOOD FRAME ARCH. PER 3/S-4
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%%U8F8-0B
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1-HUS26 HANGER, TYPICAL
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1-HUS26 HANGER TYPICAL
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2-2x8 LEDGER, BOTTOM @ 10'-0", w/ 2-5/8"x8" EXPANSION BOLTS @ 24" O.C., GROUT SOLID @ LEDGER
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2-2x8 LEDGER, BOTTOM @ 10'-0", w/ 2-5/8"x8" EXPANSION BOLTS @ 24" O.C., GROUT SOLID @ LEDGER
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STUD BEARING WALL, 2x4 SPF #2 @ 16" O.C. WITH BLOCKING AT MID POINT, SPH4 TOP AND BOTTOM AT 16" O.C. PT SILL PLATE WITH 1/2"x6" EXPANSION BOLT @ 32" O.C. WITH 2" WASHER
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%%U8F8-0B
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S-4
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1
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S-3
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13
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S-3
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12
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S-4
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1
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S-3
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13
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%%UPRECAST LINTEL SCHEDULE
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%%U8F8-1B
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%%U8F8-0B
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'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"
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8" PRECAST LINTEL
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%%U8F16-1B/1T
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1 #5 BOTTOM
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1 #5 TOP
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AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
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WALL ABOVE WITH BOND BEAM AT TOP
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#5 VERTICAL, ABOVE LINTEL ONLY WHERE NOTED ON PLAN
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HOOK #5 BAR INTO TOP OF BOND BEAM
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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.
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%%U8F8-1B
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%%U8F8-1B
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TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY BUILDERS FIRST SOURCE, JOB #: MASTER, DATED: 01/09/18, REVISION: 08/28/17
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= BEARING @ 14'-0" A.F.F.
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(+33.5, -44.8)
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(+33.5, -36.3)
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(+33.5, -36.3)
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(+29.4, -33.3)
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(+33.5, -44.8)
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(+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')
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1-META16 @ A01
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1-META16 @ A01
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1-HETA20 @ A01
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1-HETA20 @ A01
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(+33.5, -36.3)
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(+33.5, -36.3)
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(+33.5, -36.3)
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(+28.2, -31.5)
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(+29.4, -33.3)
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(+33.5, -36.3)
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(+33.5, -36.3)
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(+33.5, -36.3)
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1-META16, TYPICAL
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1-META16, TYPICAL
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FALSE KNEEWALL
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1-META16 @ D02L
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= BEARING @ 10'-0" A.F.F.
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HB.
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WHERE ROOF SHEATHING CONTACTS ONLY
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THE EDGE OF ROOF TRUSSES, INSTALL
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BEVELLED BLOCKING PER DETAIL THIS
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SHEET ( DR HORTON COMPANY REQUIREMENT)
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ROOF SHEATHING
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8d RING SHANK
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@ 6" O.C.
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16d NAILS @
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8" O.C.
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ROOF TRUSS
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BEVELED BLOCKING
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2" X ( ) BLOCKING W/ BEVEL CUT TOP, BLOCKING CAN BE ON EITHER SIDE OF TRUSS
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LINTELS BEAR 4" MIN. EACH END
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INSTALL META16 AT ALL TRUSSES TO 1450 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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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-4.
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(12) 0.162x3-1/2", EMBED 4"
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(10) 0.148x1-1/2", EMBED 4"
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(10) 0.148x1-1/2", EMBED 4"
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(9) 0.148x1-1/2", EMBED 4"
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(14) 0.162x3-1/2", EMBED 4"
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(12) 0.162x3-1/2", EMBED 4"
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FASTENER
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(8) 0.148x1-1/2", EMBED 4"
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TRUSS STRAPPING TO MASONRY
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(2)HHETA12 TO 40
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(2)HETA16 TO 40
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(2)META16 TO 40
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(2)META16 TO 40
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(1)HHETA16 TO 40
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2365 (2 PLY)
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2365 (2 PLY)
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1795 (2 PLY)
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1875 (1 PLY)
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2120
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(1)HETA16 TO 40
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(1)META16 TO 40
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CONNECTOR
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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1810
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1450
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SIMPSON CATALOG C-C- 2019
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10690/SYP 10690/SPF
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4670/SYP 4015/SPF
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4235/SYP 3640/SPF
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3965/SYP 3330/SPF
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5445/SYP 5360/SPF
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10790/SYP 10790/SPF
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HTT5
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(1)HGT-2
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HTT4
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MGT (2 PLY)
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HTT5KT
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(1)HGT-3
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(26) 0.148x3" TO GIRDER,
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(18) 0.162x2-1/2", 5/8"~DATR, EPOXY 12"
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(22) 0.148x3" 5/8"~DATR, EPOXY 12"
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(26) 0.148x3", 5/8"~DATR, EPOXY 12"
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(26) SD#10x2-1/2, 5/8"~DATR, EPOXY 18"
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(16) 0.148x3" TO GIRDER,
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(2) 3/4"~DATR, EPOXY 12"
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(2) 3/4"~DATR, EPOXY 12"
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(24) 10dx1-1/2"
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INSTALL AT ALL TRUSSES TO 840 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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(1)HTS20 to 30
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(4)HTS20 to 30
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(3)HTS20 to 30
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(2)HTS20 to 30
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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.
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2250
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4500
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3375
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1125
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(24) 10dx1-1/2"
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(24) 10dx1-1/2"
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(24) 10dx1-1/2"
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(1)MTS16 to 20
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(3)MTS16 to 20
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(2)MTS16 to 20
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CONNECTOR
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TRUSS STRAPPING TO STUD WALL/WOOD BEAM
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@ 24" OC (LBS)
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MAX TRUSS UPLIFT
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850
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2550
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1700
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(14) 10dx1-1/2"
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(14) 10dx1-1/2"
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(14) 10dx1-1/2"
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FASTENER
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1-META16 @ IO3L
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S-4
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2
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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
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1-HTS20 TYPICAL
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2HTS20 @ A18L
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8X8 CONTINUOUS MASONRY BOND BEAM AT TOP OF WALL WITH (1)#5 BAR, PROVIDE CORNER BARS PER 8/S-3
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1-META16, TYPICAL
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SIMPSON CATALOG C-C- 2019
Ralph
Seal
””
” ” ”
”
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2
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6
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11
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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. 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 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.
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8
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7
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1
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5
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4
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NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 20' X 20' MAXIMUM SQUARES. 2) SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT.
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~w" DEEP SAWCUT w/ ELASTOMERIC SEALANT
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SLAB ON GRADE, SEE PLAN
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%%USLAB SAWCUT DETAIL
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SCALE: NTS
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%%UCORNER BARS
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SCALE: NTS
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%%USTEP FOOTING
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SCALE: NTS
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FINISHED GRADE, SEE SITE PLAN
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3" CLEAR COVER TO REINFORCING
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EMBED DOWELS 5" WITH 10" STD HOOK
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MONOLITHIC FOOTING, SEE PLAN
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DOWEL TO MATCH WALL REINFORCING, LAP 25"
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VARIES
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%%UMONOLITHIC FOOTINGS
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SCALE: 3/4" = 1'-0"
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%%UINTERIOR
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B
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A
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%%UEDGE
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%%UGARAGE
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D
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%%USTEPDOWN
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C
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3" COVER
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MAINTAIN FOOTING WIDTH & DEPTH AT ALL VERT. AND HORIZ. SEGMENTS
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FOOTING REINF., SEE PLAN. LAP 40 BAR DIAMETERS
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MAINTAIN RUN TO RISE OF 2:1 OR MORE
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%%UFOOTING
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%%UPLAN VIEW
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FOOTING REINF., SEE PLAN
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LAP CORNER BARS 40 BAR DIAMETERS
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CONCRETE FOOTING, SEE PLAN
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SCALE: NTS
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%%UROOF DECK NAILING PATTERN
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%%UTYPICAL
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%%UPLAN
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%%UHOUSE
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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.
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%%URETROFIT UPLIFT CONNECTOR SCHEDULE
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#5 CORNER BAR, 25"x25"
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MASONRY BOND BEAM, TYPICAL
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%%UCORNER
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%%UCORNER BAR DETAIL IN BOND BEAMS
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SCALE: 3/4" = 1'-0"
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SCALE: 3/4" = 1'-0"
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#5 CORNER BAR, 25"x25"
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MASONRY BOND BEAM, TYPICAL
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%%UINTERSECTION
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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.
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%%UBUCK FASTENING
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8" CMU WALLS
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~4"x3~w" TAPCON @ 24" OC, 3 SCREWS MIN. (SEE NOTE)
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2x4 or 2x6 P.T. BUCK @ FLANGED WINDOWS (SEE NOTE)
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8" CMU, SEE PLAN FOR REINFORCING
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%%UGARAGE DOOR
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~8"~D EXPANSION BOLT, 4" MIN. EMBEDMENT, SPACE 24" OC AND 12" FROM TOP & BOT.
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2x8 OR 2x6 P.T. SYP#2
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2x2x~2" WASHER
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APPROVED ISOLATION PLATE
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8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 6/S-3
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#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)
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12
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EMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP.
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#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
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SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-3.
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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER
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ROOF SHEATHING, SEE SCHEDULE 2/S-3
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5
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TRUSS BEARING
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SEE PLAN
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2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
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9
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8"x8" BOND BEAM w/ 1-#5
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#5 VERTICAL IN GROUTED CELL AT DOT LOCATIONS ON PLAN
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7" STANDARD HOOK INTO TOP OF BOND BEAM (MAY USE 7"x25" BENT BAR)
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#5 VERT. AT INTERSECTION OF BOND BEAM w/ 7" HOOK AT TOP
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HOOK BAR INTO TOP OF UPPER BOND BEAM
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%%USTEPPED BOND BEAM & REINFORCING
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MASONRY WALL
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VERTICAL BAR IN GROUTED CELL, SEE PLAN
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SCALE: 3/4" = 1'-0"
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UPPER BOND BEAM, SEE PLAN
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LAP CORNER BARS 40 BAR DIAMETERS
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BEARING
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HOOK OR CORNER BAR
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VERTICAL BOND BEAM, 8"x8" CMU w/ #5 VERTICAL
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LINTEL AT LANAI OR ENTRY, '8F16-1B/1T' (8"x16" FILLED SOLID, 1#5 BOTTOM, 1-#5 TOP)
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3-16d TO WEBS
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SCALE: 3/4" = 1'-0"
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EXTERIOR SHEATHING PER 3/S-1
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%%UTRUSS PERPENDICULAR TO WINDOW
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%%USUSPENDED HEADER AT MITERED GLASS
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5-16d INTO BLOCKING AT TOP AND BOTTOM OF ROOF TRUSSES
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5-16d INTO TOP & BOTTOM CHORD OF TRUSS
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EXTERIOR SHEATHING PER 3/S-1
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SEE PLAN
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MITERED GLASS WINDOW, FASTEN PER MFR. SPECS.
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2x8 DOWN FRAME STUD @ 24" OC
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SEE PLAN
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SEE PLAN
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2x8 DOWN FRAME STUD @ 24" OC
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%%UTRUSS PARALLEL TO WINDOW
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3-16d TYPICAL
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TRUSS, SEE LAYOUT
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2X4 BLOCKING BETWEEN ROOF TRUSSES
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NAIL PLYWOOD TO BLOCKING w/ 4-8d NAILS
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TRUSS, SEE LAYOUT
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MITERED GLASS WINDOW, FASTEN PER MFR. SPECS.
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THIS DETAIL ONLY USED FOR MITERED GLASS WINDOW OPTION
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13
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SCALE: 3/4" = 1'-0"
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%%UTRUSS STRAP TO BOND BEAM
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3
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%%UTYPICAL
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5
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IN ZONE 5, MANUFACTURED SOFFIT PRODUCTS MAY REQUIRE ADDITIONAL BATTONS OR FASTENING PER MFR ENGINEERING SPEC SHEETS TO MEET THE PRESSURE REQUIREMENTS.
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%%UPLAN
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%%UHOUSE
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5
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5
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4
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4
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4
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5
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5
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WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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WINDOW/DOOR/SOFFIT DESIGN WIND PRESSURES
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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.
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(SEE PLAN FOR OTHER SPECIFIC PRESSURES)
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+33.5 -36.3
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INTERIOR ZONE 4
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(Vasd=124 MPH, RISK CAT II, ENCLOSED, kd=0.85, h=15')
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+33.5 -36.3
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16' OR 18' GARAGE DOORS
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TYPICAL WINDOWS & DOORS
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8' OR 9' GARAGE DOORS
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TYPE
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SOFFIT
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* 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.
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5
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4
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4
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WIDTH = ______
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5'-0"
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5
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4
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5
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ZONE
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END
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+28.2 -31.5
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+29.4 -33.3
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+33.5 -44.8
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END ZONE 5
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+33.5 -44.8
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MEASURED FROM
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FACE OF WALL
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5
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5
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4
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END ZONE 5 PRESSURES OCCUR AT "PRIMARY" OUTSIDE CORNERS OF BUILDING (BOLD LINES)
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INTERIOR ZONE 4 PRESSURES
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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 : 3-coat 7/8" thick thick portland cement based plaster per ASTM C926. Metal Lath R703.7.1: Self furring paper : Self furring paper backed 2.5lb diamond mesh metal lath per ASTM C847, G60 galvanized, fastened per ASTM C1063 with 1-1/2” long, 11 gage nails with 7/16” head head (roofing nails) at 7” oc, or 1-1/2” long, oc, or 1-1/2” long, long, 16 gage staples at 6” oc, into the 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 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).
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SHEATHING SCHEDULE
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FLOOR
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N/A
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EXTERIOR STUD WALL
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ROOF
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EXTERIOR CEILING AND SOFFIT
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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.
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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.
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(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)
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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.
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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.
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(WHEN ~8" ZIP BRAND ROOF SHEATHING IS USED, H-CLIPS ARE NOT REQUIRED) REQUIRED)
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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.
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1-MTSM16 or 20
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2-LGT2
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HGT-2/3
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2-HTSM16 or 20
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CONNECTOR
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1-HTSM16 or 20
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RETROFIT STRAPS TO CONCRETE/MASONRY
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TO 10530
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TRUSS UPLIFT (LBS)
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TO 840
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TO 4300
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TO 2090
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TO 3480
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TO 1045
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@ 24" OC
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HTT16
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7-10dx1~8", 4-~4x2~4 TITEN
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EPOXY 12" EMBED WITH SIMPSON SET.
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8-10dx1~8", 4-~4x2~4 TITEN
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8-10dx1~8", 4-~4x2~4 TITEN
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16-16d, 7-~4"x2~4" TITEN
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18-16d, ~0"~D ALLTHREAD, DRILL
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& EPOXY 10" EMBED w/ SIMPSON SET.
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TWO ~w"~D ALTHREAD, DRILL &
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2x4 OUTLOOKER
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ROOF SHEATHING, SEE SCHEDULE
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BRACE VERTICAL
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MEMBERS PER TRUSS
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MASONRY WALL, SEE PLAN
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H2.5A CLIP @ EA. OUTLOOKER TO TRUSS
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TRUSS TOP CHORD, DROP 3~8"
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2x4 BLOCK AT
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%%uDROPPED GABLE TRUSS
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GABLE END BRACING
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SCALE: N.T.S.
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12
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2x4 BRACE AT LOCATIONS SHOWN ON PLAN
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SHEATHING JOINT
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w/ 4-12d
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TOE NAILS
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EACH END
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2x4 BLOCK
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4-16d NAILS
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4-16d
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3-12d TOE NAILS
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2x4 BLOCKING
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%%UTHIS DETAIL USED
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%%UON ELEVATION L
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MID WALL WEEP SCREED
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MFR DETAILS
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2x6 PT SILL w/ ~8"x6" ~8"x6" ANCHOR BOLTS @ 32" O.C. w/ 2" WASHER
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12d NAILS AT TRUSS BOTTOM CHORD TO SILL @ 8" O.C.
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2x4 BLOCK w/ 4-12d TOENAILS EACH END
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10
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S-3
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3
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REVISIONS
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BY
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SHEET
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SCALE
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DATE
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CHECKED
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DESIGN/DRAWN
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DWB/GH
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DWB
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08/31/20
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VARIES
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DR 11788
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SHEET OF 4
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(239) 549-4554
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CA# 8829
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STRUCTURAL
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SYSTEMS
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OF NORTH FLORIDA
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1634 S.E. 47th STREET, SUITE #3
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CAPE CORAL, FL 33904
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STRUCTURAL ENGINEERING:
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BUILDER:
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3244 BARAVALDO CIRCLE CAPE CORAL, FLORIDA LOT: 3 BLOCK: 8047 SUBDIVISION: ENTRADA 60s
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STRUCTURAL DETAILS
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MODEL 2540 L
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DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
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JOB NO.
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STD LANAI
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FOR BUILDERS FIRST SOURCE TRUSSES, EXPOSURE C, ELEVATION L w/ STD LANAI, JOB # MASTER, DATED: 01/09/18, REVISED: 08/28/17
Ralph
Seal
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1
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APPROVED ISOLATION PLATE
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8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 6/S-3
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#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)
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12
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EMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP.
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#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
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%%UFULL HEIGHT WALL SECTION
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SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 3/S-4
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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER
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ROOF SHEATHING, SEE SCHEDULE 2/S-3
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5
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TRUSS BEARING
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SEE PLAN
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FINISHED GRADE, SEE SITE PLAN
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3" CLEAR COVER TO REINFORCING
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EMBED DOWELS 5" WITH 10" STD HOOK
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DOWEL TO MATCH WALL REINFORCING, LAP 25"
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SCALE: 3/4" = 1'-0"
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2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
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ROOF COVERING AS SELECTED BY BUILDER PER: FBCR905.2 ASPHALT SHINGLE FBCR905.3 CLAY AND CONCRETE TILE FBCR905.4 METAL ROOF
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MONOLITHIC FOOTING, SEE PLAN
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MERGE PAD FOOTINGS WITH EDGE FOOTINGS
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14'-0"
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2x4 PT LEDGER w/ 10d CONCRETE NAILS @ 12" O.C.
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2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
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EMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP
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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER
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ROOF SHEATHING, SEE SCHEDULE 2/S-3
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ROOF COVERING AS SELECTED BY BUILDER PER: FBCR905.2 ASPHALT SHINGLES FBCR905.3 CLAY AND CONCRETE TILE FBCR 905.4 METAL ROOF
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TRUSS EJ74
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TRUSS EJ74
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10'-0"
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FALSE KNEEWALL
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8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 6/S-3
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#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)
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ROOF SHEATHING, SEE SCHEDULE 2/S-3
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2x4 TOP & BOTTOM PLATE w/ 2-16d TO EACH TRUSS AND BLOCKING
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8x8 MASONRY WALL
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2x4 BLOCKING
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TRUSS K02
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%%UFALSE KNEEWALL AT ENTRY
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SCALE: 3/4" = 1'-0"
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2
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MASONRY WALL
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%%UWOOD FRAMED ARCH
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SCALE: 3/4" = 1'-0"
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2x4 BLOCKING @ 6" OC w/ 2-8d NAILS EACH END, TYPICAL
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P.T. BUCKS PER BUCK DETAIL
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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
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~8" CDX PLYWOOD OR ~7" OSB EACH SIDE w/ 8d NAILS @ 6" O.C. EDGE.
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3
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S-4
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4
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REVISIONS
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BY
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SHEET
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SCALE
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DATE
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CHECKED
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DESIGN/DRAWN
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DWB/GH
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DWB
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08/31/20
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VARIES
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DR 11788
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SHEET OF 4
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(239) 549-4554
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CA# 8829
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STRUCTURAL
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SYSTEMS
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OF NORTH FLORIDA
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1634 S.E. 47th STREET, SUITE #3
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CAPE CORAL, FL 33904
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STRUCTURAL ENGINEERING:
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BUILDER:
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3244 BARAVALDO CIRCLE CAPE CORAL, FLORIDA LOT: 3 BLOCK: 8047 SUBDIVISION: ENTRADA 60s
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STRUCTURAL DETAILS
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MODEL 2540 L
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DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
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JOB NO.
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STD LANAI
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FOR BUILDERS FIRST SOURCE TRUSSES, EXPOSURE C, ELEVATION L w/ STD LANAI, JOB # MASTER, DATED: 01/09/18, REVISED: 08/28/17
Ralph
Seal