24deepfloor 11'-0ceilinght. truss24o.c. · 2019-11-22 · date: 02-08-19 plan: sheet# scale:...
TRANSCRIPT
10'-0" CEILINGEXPOSED TO WIND
EXPOSED TO WIND
11'-0" CEILING
11'-0" CEILING
U:1488
U:1488
LOADED FOR HEADERNON BEARING HEADER
LOADEDFORHEADER
NONBEARING
HEADER
STAIR OPENING
9'-4"CEILINGHT.
9'-4"CEILINGHT.
9'-4" CEILING HT.
9'-4"CEILINGHT.
9'-4"CEILINGHT.
10'-4
"TR
AY
CEIL
ING
HT.
10'-0"" CEILING HT.
EXPOSEDTOWIND
10'-0"" CEILING HT.
10'-0"" CEILING HT.
10'-0"" CEILING HT.
10'-0"" CEILING HT.
11'-0"" CEILING HT.
U:1826
U:1298
U:1930
U:1134
U:1134
U:1134
U:1134
U:1134
U:1134
U:1134
U:1134
U:1134
U:1134
U:1134
U:1134
U:1134
U:1134
U:1048
STEP FORAHU
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A*
A*
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AA
AA
C
C
A*
C
A A A
A A
A*
A*
RR
RR
RR
R
A
LG3
LG2
LEDGER BY BUILDER
LEDGER BY BUILDER
FT1FT2
FT2A
FT2A
FT2A
FT2A
FT2A
FT2A
FT2A
FT3
FT3
FT3
FT3
FT3
FT4
FT5
A01A
A02A
A03A
A04A
H7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7
C1
C3
EJ7C
C1
C3
C5B
A09
A08
A07
A06
A05
A13
A13
A13
K01
K02
K03
K04
HJ8C
HJ8
C
EJ7
EJ7
EJ7
EJ7
EJ7
C1
C3
EJ7B
C1
C3
C5A
EJ7
EJ7
EJ7
EJ7
EJ7
C1
C3
EJ7B
C1
C3
C5A
EJ7
FG2
FG3
L01
L01
L01
P01
P01
P01
P01
P01
P01
P02
P03
P04
R02 H
J8BHJ8
A
EJ5
EJ5
C1
C3
C1
C3
EJ5
EJ5
C1
C3
C1
C3
EJ5
Q07
Q05
HJ1
0A
EJ7D
EJ7D
C1
C3
CJ5
C1
C3
CJ5A
EJ7
EJ7D
EJ7D
EJ7
EJ7
Q06
Q04
HJ10B
HJ1
0B
EJ7F
EJ7F
C1
C3
CJ5A
C1
C3
CJ5A
EJ7F
EJ7F
C1
C3
CJ5A
C1
C3
CJ5A
EJ7F
Q03
Q03
Q03
Q02
Q01
Q01
Q01
R01
FM1
G01
G02
H7
C1
C3
EJ7B
EJ7
C1
C3
C5A
EJ7
HJ7H
G01L
HJ5
C1
C3
EJ7B
EJ7
C1
C3
C5C
EJ7
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EJ7
EJ7
A12
A11
A10
N01
N02 H
7
C1
C3
EJ7B
EJ7
C1
C3
C5A
EJ7
EJ7
EJ7
T1
T2
T3
T3
T3
T4
V03
V05
V03
V05
50-00-00
12-06-00
14-08-00
2-00-00
11-10-00 2-00-00
14-04-00
2-00-00
2-00-00
2-00-00
1-00-00
5-04-00
1-00-00
1-00-00
52-05-00
2-00-00
3-09-13
5-09-08
2-00-00
2-00-00
2-00-00
2-00-00
1-02-08
6-00-00
6-00-00
2-00-00
10-02-00
2-00-00
14-08-00
2-00-00
4-06-00
19-00-00
8-00-00
31-00-00
30-10-0024-02-0020-04-00
1-02-08
75-04-00
4-10-00
3-04-00
2-00-00
2-00-00
11-15
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
5-09-08
2-00-00
2-00-00
2-00-00
2-01-08
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-10-08
19-00-00
1-02-08
1-02-08
1-02-04
3-09-08
4-10-00
5-09-08
2-00-00
1-02-08
19-04-00
1-00-08
3-09-08
1-02-08
24-02-00
1-02-08
19-04-00
1-02-08
1-02-08
31-00-00
1-02-08
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-05-00
2-00-00
2-00-00
2-00-00
2-00-00
5-09-08
5-09-08
2-00-00
14-04-00
16-08-00
14-03-00
3-04-00
50-00-00
77-08-00
12-00-00
2-04-00
2-08-00
10-00-00
18-00-00
10-00-00
67-08-00
2-00-00
2-00-00
2-00-00
2-00-00
2-01-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
5-09-08
1-02-08
7-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-01-00
2-00-00
2-00-00
1-08-00
2-00-00
7-00-00
19-04-00
3-04-00
13-00-00
2x4 T.C. MIN.
5
4-1/16"
14 1/2"CANT.
12
TYP. ROOF TRUSS END DETAIL
8" BRG.
N.T.S.
TILE ROOF
24" DEEP FLOORTRUSS 24" O.C.
7460
(1) PLY FLR. TRUSS
2245
THD28
0
CORNER HIP(1) PLY
K
Q
O
H
0
R
0
THD46
F
765
9100
2385
11
3235
2435
0
M1250
CORNER HIP
THD26,THD28 THD46
0
N/A
THDH26-2
I
THD26-2, THD28-2THDH26-2, THDH28-2
0
H
F
USP ROOF AND FLOOR TRUSS HANGER SCHEDULE
2245
0
QTY/FL
A
0
0
1530 / 3485
A*
QTY/RF
E
1250 / 1555
0
2680
JUS24
(3) PLY
N
7460
3895 / 4680
THDH26-3, THDH28-3THDH28-4 SIMILAR
725
R
0
4095
THD26-2
P
0
2155
3235
865
2980
4355
7460
C
0
865
THD26
7460
3410
O
M
6
0
2
0
G
0
4355
C
MSH426
J
N
E
1235 / 2140
0
JUS24
3820
HJC26
765
S
2245
N/A
1440
0
2940
I
0
9100
J
D
2790
ID
L1760
2
MODEL
1855
0
3265
Q
1840
(1) PLY
B
960
THDH28-2
ROOF
1855
1055
N/A
3200 / 3600
THDH6710
THDH28-3
D
0
490
1515 / 2175
1550
0
0
0
0
G
FLOOR
MSH422, MSH426MSH422IF SIMILARHJC26
0
895
3820
A
0
2155
0
2940
5230
S
NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION
1760
N/A
1055
B
7
UPLIFT
MSH422
K
3600
1250
THDH26-3
(2) PLY
THD28-2 4310 / 4680
2245
(1) PLY FLR. TRUSS
2435
SYMBOL
1440
0
1855
A*
0
L
P
5320
Hatch Legend
14'-0" BEARING
10'-0" BEARING
21'-4" BEARING
FLOOR
40 PSF
10 PSF
0 PSF
5 PSF
55 PSF
1.0
N/A
N/A
4 0 PSF
REVISIONS
No. DATE NOTES BY
CAUTION!!!
DO NOT ATTEMPT TO ERECT TRUSSESWITHOUT REFERRING TO THE ENGINEERINGDRAWINGS AND BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE INPLACE PRIOR TO LOADING TRUSSES. (ie.SHEATHING, SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS MUST BE INPLACE PRIOR TO INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING SHEETS FORTHE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND NAILINGSCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNINGBACK CHARGES WILL NOT BEACCEPTED REGARDLESS OF FAULTWITHOUT PRIOR NOTIFICATION BYCUSTOMER WITHIN 48 HOURS ANDINVESTIGATION BY Builders First Source.NO EXECPTIONS.
THE GENERAL CONTRACTOR ISRESPONSIBLE FOR ALL CONNECTIONSOTHER THAN TRUSS TO TRUSS, GABLESHEAR WALL, AND CONNECTIONS.TEMPORAY AND PERMANENT BRACING,AND CEILING AND ROOF DIAPHRAMCONNECTIONS.
6850 Taylor Road Punta Gorda, Fl. 33950Phone: 941-575-2250 / Fax:941-575-0319
IMPORTANT
This Drawing Must Be Approved And ReturnedBefore Fabrication Will Begin. For Your ProtectionCheck All Dimensions And Conditions Prior To
Approval 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 1/10/2019
DATE PRINTED 1/10/2019
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 1' 2 1/2"
END CUT PLUMB
FLOOR TRUSS SPACING 24"
ROOF TRUSS SPACING 24"
ROOF PITCH
BUILDER DR Horton
PROJECT 3148 E 160 C RH
MODEL 3148
ADDRESS --
CITY, STATE --, FL.
LOT --
COUNTY --
DRAWN BY D.W.
ENG. BY D.W.
DATE:
02-08-19
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: H
ICKE
YS C
REEK
SIDE
RESI
DENC
E FO
R:
G.C.
D. #
:1067
6
LOT:
3M
ODEL
:BL
OCK
:
ADDR
ESS:
2070
HIC
KEYS
CRE
EKSI
DE D
R
SPEC
3148
E
3/16"=1'-0"
A-1 E
ELEVATION
D.R.
H # :
5796
7000
1
AutoCAD SHX Text
TYP.
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TOP OF FINISH FLOOR
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12
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ELEV @ 0'-0" A.F.F.
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8080 OH. GARAGE DOOR
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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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26 SH
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ELEV @ 10'-0" A.F.F.
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BOTT. 2nd FLR.
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12
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5
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12
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5
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12'-0" TOP 2nd FLR.
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21'-4" TOP OF PLATE
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2-14 SH
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%%U%%OFRONT ELEVATION: "E"%%O
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SCALE: 3/16" = 1'-0"
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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%%U%%OREAR ELEVATION: "E"%%O
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SCALE: 3/16" = 1'-0"
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TOP OF BOND BEAM
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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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ELEV @ 10'-0" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP OF BOND BEAM
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TOP @ 8'-0"
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MITERGLASS
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BOTTOM @ 2'-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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3-4080 SL. GL. DR.
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ELEV @ 10'-0" A.F.F.
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%%U%%OLEFT ELEVATION: "E"%%O
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SCALE: 3/16" = 1'-0"
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21'-4" TOP OF PLATE
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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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2-35 SH
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12'-0" TOP 2nd FLR.
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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
AutoCAD SHX Text
E1
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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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D1
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3080 ENTRY DOOR
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W/ SIDELITE
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ELEV @ 10'-0" A.F.F.
AutoCAD SHX Text
12
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5
AutoCAD SHX Text
ELEV @ 10'-0" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP OF BOND BEAM
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12
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5
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12
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5
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35 S.H.
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12
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5
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35 SH
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3010 FIXED GLASS
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TYP.
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CANTILEVER
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TRUSS
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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 BOND BEAM
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%%U%%ORIGHT ELEVATION: "E"%%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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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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TYP.
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TOP OF BOND BEAM
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21'-4" TOP OF PLATE
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12
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5
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12'-0" TOP 2nd FLR.
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FIXED GLASS
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25 SH
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ELEV @ 14'-0" A.F.F.
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TOP OF BOND BEAM
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HEEL TO MATCH ROOF PLANE
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16'-0" x 8'-0" O.H. GARAGE DOOR
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DECORATIVE BEAM
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D1
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D1
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D1
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D1
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D1
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11.5"X16.00" DECO FYPON #1585-1091
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4" DECOR BAND
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RAISED
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4" DECOR BAND
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RAISED
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4" DECOR BAND
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RAISED
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TYP.
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TYP.
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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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SEE STRUCTURAL
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FLASHING AND DRIP EDGE PER NOTES IN TABLE 3 ON A-6
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2880 DR.
DATE:
02-08-19
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: H
ICKE
YS C
REEK
SIDE
RESI
DENC
E FO
R:
G.C.
D. #
:1067
6
LOT:
3M
ODEL
:BL
OCK
:
ADDR
ESS:
2070
HIC
KEYS
CRE
EKSI
DE D
R
SPEC
3148
E
A-2 E
SLAB & PLUMBING
3/16"=1'-0"
D.R.
H # :
5796
7000
1
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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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PAVERS BY OTHERS
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%%U%%OSLAB & PLUMBING PLAN: "E"%%O
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SCALE: 3/16"=1'-0"
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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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ELEV @ -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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RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR PAVER LANAI OR WHERE IMPACT WINDOWS ARE REQUIRED.
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16'-0" X 8'-0" O.H. GARAGE DOOR
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ELEV @ -4"
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ELEV @ -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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INSTALL OUTDOOR KITCHEN & SINK
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3-1/2"
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RECESS
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5'-0" TUB
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W/H
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OPT.
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L.T.
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HB.
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MF
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LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
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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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ELEVATION @ 0'-0"
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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%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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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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BRASS FLOOR OUTLET W/ SWITCH
DATE:
02-08-19
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: H
ICKE
YS C
REEK
SIDE
RESI
DENC
E FO
R:
G.C.
D. #
:1067
6
LOT:
3M
ODEL
:BL
OCK
:
ADDR
ESS:
2070
HIC
KEYS
CRE
EKSI
DE D
R
SPEC
3148
E
FLOOR
A-3 E
D R HORTOND R HORTON
D.R.
H # :
5796
7000
1
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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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14'-0" FLAT
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CEILING
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1
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2
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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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TILE SHWR.
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REC. 3 1/2"
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MIRROR
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MIRROR
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W/H
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TILE SHWR.
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REC. 3 1/2"
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D
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W
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%%U%%OBONUS ROOM
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COFFERED CEILING
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SCALE: 3/16" = 1'-0"
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%%u%%o1st FLOOR PLAN:%%o
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SCALE: 3/16" = 1'-0"
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%%u%%o2ND STORY FLOOR PLAN:%%o
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MIRROR
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PANTRY
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%%u%%oBATH #4
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REF. SPACE
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O.H CABINET
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1
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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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8
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9
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10
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11
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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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8
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9
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10
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11
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12
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13
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14
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15
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16
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17
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18
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19
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DOWN
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UP
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SQUARE FOOTAGE
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1ST FL 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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2554
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594
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452
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-----------------------------
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-------------------------------
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------------------------------
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2ND FL LIVING AREA
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594
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-----------------------
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-----------------------
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67
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4261
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%%U%%OLANAI
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10'-0" FLAT CEILING
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%%u%%oMSTR BATH
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%%U%%OBEDROOM #3
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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%%OKITCHEN
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10'-0" FLAT
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%%U%%OBATH #2
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CEILING
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%%U%%OGREAT ROOM
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12" COFFERED CEILING
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%%u%%oMASTER SUITE
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12" COFFERED CEILING
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4-16"
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SHLV
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%%U%%OFOYER
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COFFERED
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CEILING
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11'-0"
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%%U%%OW.I.C.
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%%U%%OW.I.C.
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O.H. CABINET
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%%U%%ONOOK
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10'-0" FLAT CEILING
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%%U%%OBREAKFAST
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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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12" VINYL SHELF
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12" VINYL SHELF
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EGRESS
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EGRESS
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%%U%%O3 CAR GARAGE
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10'-0" FLAT CEILING
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SEE NOTE 9
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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G
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F
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TEMPERED
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MITERED GLASS
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2
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F
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E
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TOP @ 8'-0"
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TEMPERED
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BOTTOM @ 2'-0"
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2
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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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2
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K
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B
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3
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2'-0"
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2'-0"
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3
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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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2
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5)
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3)
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1)
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VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS
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4)
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TILE
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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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1/4 DURK
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9)
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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 DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE
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PROVIDE SAFETY GLAZING AT BATH / SHOWER . PER FLORIDA BUILDING CODE R 308.4.5.
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3/4 PYW.
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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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MUD SET BY PLUMBER
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SHWR.
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12)
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TUB WALL DETAIL
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GLS.
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SL. GL. DOOR
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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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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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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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NOTES
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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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LV. = LOUVERED DOOR
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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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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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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2.
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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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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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6)
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G
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11)
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2)
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HEIGHT
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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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2
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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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1
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2
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2'-0" X 2'-0"
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13)
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13
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1
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3-4080
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1
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WIDTH
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1
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2
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72" X 72"
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MARK
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SIZE
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DESCRIPTION
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CODE
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PRODUCT
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QTY
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1
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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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DISTINCTION
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3080
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36
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96
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ENTRY DR.
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32
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96
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1
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1
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1
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4
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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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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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35
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SH
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25
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SH
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54
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63
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38
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63
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F
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2
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3
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4
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OVERHEAD
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GARAGE DOOR
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96
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96
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1
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2880
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ENTRY DR.
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DISTINCTION
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FIXED GLASS
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MITERED GLASS
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POCKET
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144
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96
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24
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24
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72
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72
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OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT
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4
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A
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38
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51
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24
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SH
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L
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TEMPERED
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1
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EGRESS
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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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5'-0" TUB
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MIRROR
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%%U%%OBATH #3
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ESCAPE
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%%U%%OUTILITY
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10'-0" CLG
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2
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2
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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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2
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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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I
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J
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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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1
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1
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J
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A
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I
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6" KNEE WALL
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COUNTER TOP AT 36" A.F.F.
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34 1/2" TALL
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2
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EGRESS
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10'-0" FLAT CEILING
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%%U%%ODEN
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3
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3
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10'-0" FLAT CEILING
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NOTE: INSTALL 1-3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER R302.5.1.
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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TOTAL LIVING AREA
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----------------------
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3148
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C
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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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EGRESS
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2014 ACCESSIBLE
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16'-0" X 8'-0" O.H. GARAGE DR
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8'-0" X 8'-0" O.H. GARAGE DR
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NOTE: THE GARAGE SHALL THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THEN " 12" GYPSUM BOARD APPLIED TO THE GARAGE SIDE
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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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SAFETY GLAZED
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SAFETY GLAZED
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TEMPERED
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%%U%%OENTRY
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74
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76
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K
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1
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2-26
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SH
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D
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W
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O.H. CABINET
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2
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%%U%%OUTILITY
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10'-0" CLG
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2
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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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2
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3
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3
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8'-0" TALL DOORS
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OPT.BEDROOM
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OPT.
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L.T.
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3
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3
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W/H
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OPT.
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L.T.
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HB.
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EGRESS
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B
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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L
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L
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14
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2
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51
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19
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SH
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DBL
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OVEN
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OPT.
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RANGE
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3
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A-3
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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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5
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A-3
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SEE NOTE 10
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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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SINK & DISP
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DW.
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DW.
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INSTALL OUTDOOR KITCHEN & SINK
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2017 ACCESSIBLE
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MF
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3
DATE:
02-08-19
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: H
ICKE
YS C
REEK
SIDE
RESI
DENC
E FO
R:
G.C.
D. #
:1067
6
LOT:
3M
ODEL
:BL
OCK
:
ADDR
ESS:
2070
HIC
KEYS
CRE
EKSI
DE D
R
SPEC
3148
E
A-4 E
CEILING PLAN
3/16" = 1'-0"
D.R.
H # :
5796
7000
1
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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%%U%%OUTILITY
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%%u%%oPOWDER
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%%u%%oROOM
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%%U%%OBATH #3
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%%U%%OENTRY
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14'-0" FLAT CEILING
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%%U%%OLANAI
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%%u%%oMASTER SUITE
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%%u%%oBEDROOM #2
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%%U%%OGREAT ROOM
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%%U%%OKITCHEN
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%%U%%OFOYER
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%%u%%oM. BATH
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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%%U%%OBREAKFAST
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10'-0" FLAT CEILING
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COFFERED CEILING
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%%u%%oW.I.C.
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10'-0" FLAT CEILING
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%%u%%oGARAGE
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10'-0" FLAT CEILING
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%%U%%OBATH #2
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%%u%%oDEN
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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10'-4" COFFERED CEILING
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COFFERED
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CEILING
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10'-0" FLAT CEILING
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%%u%%oW.I.C.
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%%U%%oBONUS ROOM
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A
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A-4
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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: 3/8"= 1'-0"
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1
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2
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A
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A-4
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A
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A-4
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HIP
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HIP
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HIP
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HIP
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HIP
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VALLEY
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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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HIP
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HIP
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VALLEY
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RIDGE
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RIDGE
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RIDGE
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10'-0" FLAT CEILING
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10'-4" COFFERED CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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10'-0" FLAT CEILING
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RIDGE
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HIP
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%%U%%O2ND FLOOR ROOF & CEILING PLAN "E"%%O
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SCALE: 3/16" = 1'-0"
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%%U%%O1st FLOOR ROOF & CEILING PLAN: "E"%%O
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SCALE: 3/16" = 1'-0"
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D
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W
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O.H. CABINET
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2
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%%U%%OUTILITY
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10'-0" CLG
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2
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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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2
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3
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3
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8'-0" TALL DOORS
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OPT.BEDROOM
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OPT.
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L.T.
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3
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3
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W/H
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OPT.
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L.T.
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HB.
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= INTERIOR BEARING @ 10'-0" A.F.F.
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= BEARING @ 10'-0" A.F.F.
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BEARING HEIGHT
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= BEARING @ 14'-0" A.F.F.
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= BEARING @ 21'-4" A.F.F.
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%%U%%ONOOK
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%%U%%OBEDROOM #3
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AREAS (SQ. FT.)
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MODEL 3148 E: ATTIC VENTILATION FBCR R806
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ATTIC VENTILATION REQUIRED
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8.15%%%
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3299.9 SQ. FT.
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SOFFIT ONLY (1/150)
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ATTIC VENTILATION REQUIRED
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WITH ROOF VENTS (1/300)
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ROOF VENT MODEL
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"SOFFIT ONLY" QUALIFIES
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1st STORY
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COORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS
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ATTIC
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QUAD 4
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MARK
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QUANTITY OF
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REQ'D AIR FLOW
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7.71%%%
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MIN AIR FLOW
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(NO ROOF VENTS)
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-.-%
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-
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LOMANCO 770-D
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0.97 SQ. FT. FREE AIR
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285.2 SQ. FT.
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SOFFIT
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OF SOFFIT
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SOFFIT HAS
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OF SOFFIT
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(R.V.)
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ACM QUAD 4, FULL VENT,
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NARROW PATTERN,
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8.15%%% FREE AIR FLOW
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ROOF VENTS
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SOFFIT MODEL
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ATTIC AREA/150
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22.0 SQ. FT.
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ATTIC AREA/300
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-.-- SQ. FT.
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ROOF VENTS ARE NOT REQUIRED
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8.15%%%
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807.8 SQ. FT.
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2nd STORY
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3.87%%%
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-.-%
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-
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139.2 SQ. FT.
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5.4 SQ. FT.
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-.-- SQ. FT.
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-
DATE:
02-08-19
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: H
ICKE
YS C
REEK
SIDE
RESI
DENC
E FO
R:
G.C.
D. #
:1067
6
LOT:
3M
ODEL
:BL
OCK
:
ADDR
ESS:
2070
HIC
KEYS
CRE
EKSI
DE D
R
SPEC
3148
E
A-5 E
ELECTRICAL
3/16" = 1'-0"
D.R.
H # :
5796
7000
1
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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GFI
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EXH.
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FAN
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VP
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B
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E
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A
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A
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A
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A
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PRE-WIRE FOR
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FAN (TYP.)
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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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TO 1ST FLOOR
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SD
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TV
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SD
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STUB OUT FOR
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GARAGE DR OPENER
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STUB OUT FOR
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GARAGE DR OPENER
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200 AMP. ELEC
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PANEL BOX
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VERIFY LOC.
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METER
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VERIFY LOC.
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F
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M
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OPT.
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42 A.F.F.
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A/C DISCONNECT
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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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All electrical equipment to be set at or above base flood elevation.
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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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RECESSED LIGHT
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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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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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(29)
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(3)
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(1)
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(X)
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(1)
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(2)
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NOT USED
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(3)
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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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Recessed Cans
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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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%%U%%O1ST FLOOR ELECTRICAL PLAN: "E"%%O
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SCALE: 3/16" = 1'-0"
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%%U%%O2ND FLOOR ELECTRICAL PLAN: "E"%%O
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SD
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TO 2ND FLOOR
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A
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VP
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B
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EXH.
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FAN
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GFI
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E
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E
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FAN (TYP.)
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PRE-WIRE FOR
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A
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A
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A
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A
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TV
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SD
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A
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A
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FAN (TYP.)
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PRE-WIRE FOR
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A
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A
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A
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C
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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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OPT.
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OPT.
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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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A
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TO OPT.
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LIGHTS
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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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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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E
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EXH.
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FAN
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A
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EXH.
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FAN
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STRUCTURED
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WIRE BOX
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W/ 110 OUTLET
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A/H DISC
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SWITCH
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42 A.F.F.
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3
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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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FAN (TYP.)
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PRE-WIRE FOR
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TV
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GFI
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VP
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B
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EXH.
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FAN
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GFI
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WP
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OPT.
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M
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OPT.
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A
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A
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EXH.
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FAN
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SD
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O
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SD
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GFI
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B
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F
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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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SD
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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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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GFI
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WP
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GFI
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EXH.
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FAN
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VP
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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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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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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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A
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3
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3
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GFI
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M
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GFI
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WP
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KEYLESS
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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SCALE: 3/16" = 1'-0"
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3
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D
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W
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O.H. CABINET
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2
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%%U%%OUTILITY
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10'-0" CLG
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2
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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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2
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3
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3
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8'-0" TALL DOORS
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OPT.BEDROOM
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OPT.
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L.T.
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3
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3
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W/H
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OPT.
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L.T.
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HB.
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H
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H
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H
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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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GFI
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KEYLESS
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KEYLESS
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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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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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BRASS FLOOR OUTLET W/ SWITCH
DATE:
02-08-19
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: H
ICKE
YS C
REEK
SIDE
RESI
DENC
E FO
R:
G.C.
D. #
:1067
6
LOT:
3M
ODEL
:BL
OCK
:
ADDR
ESS:
2070
HIC
KEYS
CRE
EKSI
DE D
R
SPEC
3148
E
A-6 E1/4" = 1'-0"
AS NOTED
²
²
²
D.R.
H # :
5796
7000
1
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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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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FOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000
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PSF. 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. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE
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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, GLUED AND NAILED
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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, and shall be secured to the
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roof with no less than 6 fasteners per shingle strip, or a minimum
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of 2 fasteners per shingle tab. And shall in no case be fastened
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with less fasteners than that required by the manufacture.
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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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FASTENERS
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Fasteners for asphalt shingles shall comply with ASTM F 1667, and
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shall be made of galvanized steel, stainless steel or aluminum with
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a minimum shank size of 12 gage (0.105 inches)with a minimum 3/8 inch
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diameter head and shall be of a length to penetrate the
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sheathing.
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The nail component of plastic cap nails shall meet or exceed the
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requirements of ASTM A 641, Class I, or equal, and shall be
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corrosion resistant by coating electro galvanization, mechanical
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galvanization, hot dipped galvanization or shall be made of
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stainless steel, non ferrous metal.
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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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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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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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1
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TYPICAL WALL SECTION
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SCALE: N.T.S.
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SIZE AND REINFORCING.
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FOUNDATION PLAN FOR
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METAL EMBEDDED
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FLOOR TRUSS
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R=30 FIBERGLASS
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WOOD STUDS PER FRAMING PLAN
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1/2" DRYWALL W/ TEXT. FINISH
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HEADER, SEE FRAMING PLAN
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DOUBLE TOP PLATE WITH SPH4
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INSUL.
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FLOOR TRUSSES, SEE TABLE 5 ON A-6
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3/4" PLYWOOD FLOORING ON
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SILL
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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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INSULATE IF OVER
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NON A/C SPACE
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USE MSTAM36 TO MASONRY WALL
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GRADE
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CONCRETE FOOTING SEE
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STRAP AT EACH
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WINDOW, SEE SCHEDULE AND PLAN.
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STRAP @ 16" O.C.
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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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DOES NOT ALIGN WITH FLOOR TRUSS
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WITH MSTA24 OR WHERE STUD
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BOTTOM OF STUD TO TRUSS
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PLYWOOD AND STUCCO.
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HOLD TRUSS BACK 3/4" FOR
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SEE DETAIL 10/S-3
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STRAP @ 32" O.C. AT
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8"X8" CONTINUOUS
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1 #5, GROUT SOLID
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BOND BEAM W/
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DECORATIVE CEMENT FINISH PER ASTMC-926 ON PAPER BACKED METAL LATHE ON WALL SHEATHING PER 2/S-3
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SLOPE TO EXTERIOR
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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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8"X8"X16" CONC. BLOCK
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DECORATIVE CEMENT FINISH
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PER ASTMC-926
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SILL SET IN MORTAR
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WINDOW, SEE SCHEDULE AND PLAN.
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1X4 P.T. STRIP.
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SEE FRAMING PLAN
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PRECAST LINTEL
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1X4 P.T. BUCK W/ BED
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OF CONTINOUS CAULK
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UNDER
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WINDOW BUCKS SEE 13/S-3
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PRECAST CONCRETE SILL
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2x4 BAND BOARD
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NOTCH END OF TRUSS FOR
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FLASHING AND DRIP EDGE
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PER NOTES IN TABLE 2 ON A-6
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VENTED 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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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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EMBEDDED STRAP AT EACH
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TRUSS PER ROOF FRAMING PLAN.
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4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANIALLY COMPACTED FILL PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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2X6 MIN. SUB FASCIA
DATE:
02-08-19
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
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1
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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1-#5
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CONT.
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0'-8"
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TE
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0'-8"
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1'-8"
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1'-0"
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1'-0"
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WALL FOOTING SCHEDULE
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0'-10"
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0'-8"
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DEPTH
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1'-8"
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F6
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F5
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F4
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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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ADD CURB TO
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GARAGE, SEE
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DETAIL
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8"
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F6A
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8"
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CONT.
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1-#5
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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
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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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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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'F6' STEP DOWN
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2 #5
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3" CLEAR COVER
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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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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 1/S-5.
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%%uFOUNDATION PLAN
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SCALE: 3/16" = 1'-0"
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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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'F6'A STEP DOWN
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1 #5
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3" CLEAR COVER
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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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'F4' 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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MIN.
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%%U%%OFOUNDATION PLAN:%%O
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SCALE: 3/16"=1'-0"
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3'X3' CONC.
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#5 VERTICAL IN GROUTED CELL FROM FOOTING TO BOND BEAM AT DOT LOCATIONS SHOWN (48" O.C. MAX.)
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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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A
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A
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C
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E
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THICKEN SLAB 8"x8" @ RECESS, TYPICAL
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THICKEN SLAB 8"x8" @ RECESS, TYPICAL
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HOLLOW DOT IS REBAR BELOW WINDOW SILL, TYP.
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 10'-0" . ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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P
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P
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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 W/ CURB
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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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F6
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F6A
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F3 W/ CURB
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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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ELEV @ -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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RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR PAVER LANAI OR WHERE IMPACT WINDOWS ARE REQUIRED.
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16'-0" X 8'-0" O.H. GARAGE DOOR
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ELEV @ -4"
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ELEV @ -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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INSTALL OUTDOOR KITCHEN & SINK
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3-1/2"
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RECESS
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5'-0" TUB
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F5
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F3
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PROVIDE SAWCUTS IN SLAB PER DETAIL 7/S-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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W/H
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OPT.
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L.T.
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HB.
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DEPTH
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1'-0"
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B
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WIDTH
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-
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REMARKS
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F
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4'-0"
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F3
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F4
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F3
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F4
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B
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B
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F5
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F5
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A
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F4
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A
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F5
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F5
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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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2'-6"
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5'-0"
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E
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4'-0"
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4'-0"
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CONDUIT FOR
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TYPE
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A
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USED
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C
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3'-6"
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3'-0"
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5-#5
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LENGTH
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2'-6"
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3'-0"
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3'-6"
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2'-6"
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5-#5
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6-#5
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3-#5
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BOTTOM REINF.
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-
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SHORT WAY
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4-#5
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4-#5
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3-#5
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3-#5
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LONG WAY
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4-#5
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-
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4-#5
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-
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-
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1'-0"
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3-#5
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2'-6"
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-
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5-#5
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P
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FOR ICE MAKER
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LINE @ REF. SPACE
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PROVIDE 1/4" WATER
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RUN ELECTRIC IN
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KITCHEN ISLAND
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#5 VERTICAL IN GROUTED CELL FROM FOOTING TO BOND BEAM AT DOT LOCATIONS SHOWN (48" O.C. MAX.)
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MF
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LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
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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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ELEVATION @ 0'-0"
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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%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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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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BRASS FLOOR OUTLET W/ SWITCH
DATE:
02-08-19
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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%%U%%OUTILITY
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%%u%%oPOWDER
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%%u%%oROOM
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%%U%%OBATH #3
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%%U%%OENTRY
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14'-0" FLAT CEILING
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%%U%%OLANAI
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%%u%%oMASTER SUITE
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%%u%%oBEDROOM #2
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%%U%%OGREAT ROOM
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%%U%%OKITCHEN
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%%U%%OFOYER
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%%u%%oM. BATH
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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%%U%%OBREAKFAST
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10'-0" FLAT CEILING
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COFFERED CEILING
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%%u%%oW.I.C.
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10'-0" FLAT CEILING
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%%u%%oGARAGE
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10'-0" FLAT CEILING
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%%U%%OBATH #2
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%%u%%oDEN
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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10'-4" COFFERED CEILING
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COFFERED
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CEILING
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10'-0" FLAT CEILING
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%%u%%oW.I.C.
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%%U%%oBONUS ROOM
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HIP
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HIP
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HIP
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HIP
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HIP
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VALLEY
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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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HIP
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HIP
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VALLEY
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RIDGE
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RIDGE
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RIDGE
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10'-0" FLAT CEILING
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10'-4" COFFERED CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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10'-0" FLAT CEILING
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RIDGE
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HIP
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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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3
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D
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W
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O.H. CABINET
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2
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%%U%%OUTILITY
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10'-0" CLG
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2
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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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2
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3
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3
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8'-0" TALL DOORS
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OPT.BEDROOM
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OPT.
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L.T.
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3
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3
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NOTES: SHEARWALLS ARE DESIGNATED 'SW' ON PLAN.
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"SW" WOOD PANEL SHEARWALL SCHEDULE
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1/2" CDX PLYWOOD OR 7/16" OSB OR ZIP SYSTEM WALL SHEATHING FASTENED w/ 8d COMMON NAILS @ 3" O.C. EDGE & 6"O.C. FIELD TO 2X4 SYP #2 OR 2X6 SPF #2 STUDS AT 16" O.C. WOTH 2X4 BLOCKING AT ALL PANEL JOINTS. PROVIDE DOUBLE STUD AT EACH END OF SHEARWALL (KING STUDS AT HEADER MAY SERVE AS DOUBLE STUD). ANCHOR EACH END OF SHEARWALLS AS FOLLOWS:
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AT 2ND FLOOR ABOVE MASONRY: 2-MSTAM36 STRAPS TO MASONRY BELOW WITH 8-10d NAILS TO STUD AND (4) 1/4" X 2 1/4" TAPCON TO MASONRY.
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AT 2ND FLOOR ABOVE WOOD FRAMING: 2-MSTA24 STRAPS TO GIRDER BELOW WITH 22-10d NAILS (11 EACH END OF STRAP).
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R302.12 DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9m²). DRAFTSTOPPING SHALL ). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. R302.12.1 MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" (12.7mm) GYPSUM BOARD, 3/8" (9.5mm) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED.
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DRAFTSTOPPING
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%%uW1 = %%oWINDOW TO 4'-6"
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2 - 2x12
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2 - SPH4
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1 - MSTA18
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2 - KING STUDS
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1 - JACK STUD
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1 - MSTA24 TO TRUSS OR
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1 - MSTAM36 TO MASONRY WALL
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MASONRY WALL
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NAILED TO HEADER
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STRAP AT TRUSS
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TRUSS
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ADD 2ND STRAP IF WINDOW IF
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ADJACENT TO SHEARWALL
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%%uW2 = %%oWINDOW TO 6'-6"
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2 - 2x12
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2 - SPH4
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2 - MSTA18
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2 - KING STUDS
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2 - JACK STUD
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2 - MSTA18 TO TRUSS OR
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2 - MSTAM36 TO MASONRY WALL
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MASONRY WALL
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S-5
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5
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NAILED TO HEADER
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STRAP AT TRUSS
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#5 BAR IN GROUTED CELL,
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OF BOND BEAM.
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%%U8F8-0B
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TRUSS
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OMIT SILL AT DOOR
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(OR UP TO 9'-0" WITH ONLY 7' JACK TRUSSES ABOVE)
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SEE DETAIL 9/S-3 WHERE LINTEL
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AT LANAI/ENTRY INTERSECTS
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MAIN WALL, TYPICAL.
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EXTERIOR CEILING PER SCHEDULE 2/S-3
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ACCESSIBLE SPACE UNDER STAIR SURFACES SHALL BE PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM WALLBOARD (R302.2)
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SUSPENDED HEADER PER DETAIL 4/S-4
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NON BEARING
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NON BEARING
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%%U8F8-1B
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GROUT WALL SOLID BENEATH GIRDER FM1
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SECOND FLOOR LINE
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2ND FLOOR ROOF & FRAMING PLAN "E":
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SCALE: 3/16" = 1'-0"
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(+37.4,-40.5) WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR. (Vasd=132 MPH, RISK CAT II, ENCLOSED, kd=0.85, H=25')
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%%U8F8-0B
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CORNER BARS IN
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BOND BEAM PER 8/S-3
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EMBED 1-HTA16-18 AT ALL
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TRUSSES, EXCEPT AS
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NOTED AT GIRDERS.
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WITH 7" HOOK INTO TOP
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%%U8F8-0B
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%%U8F8-0B
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8"x8" CONTINUOUS MASONRY
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BOND BEAM AT TOP OF WALL.
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WITH 1 #5 BAR. PROVIDE CORNER
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BARS PER 8/S-3
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S-5
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7
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FASTEN PT STUD TO MASONRY W/ " X 3 " TAPCON @ 24" O.C. 14" X 3 " TAPCON @ 24" O.C. 34" TAPCON @ 24" O.C.
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%%U8F8-0B
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%%U8F8-1B
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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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%%U8F8-0B
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 10'-0". ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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W/H
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OPT.
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L.T.
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HB.
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S-4
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2
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S-4
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1
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S-5
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6
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S-5
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4
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S-5
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4
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2x4 STUD BEARING SYP #2 @ 16" O.C. DOUBLE TOP PLATE W/ SPTH4 @ 16" O.C. BLOCKING AT MIDPOINT. RS18 OR MSTAM36 @ 32" O.C. BOTTOM, TYPICAL, SEE DETAILS ON S-4 AND S-5
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%%U8F16-1B/1T
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%%U8F16-1B/1T
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%%U8F16-1B/1T
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EXTERIOR CEILING PER SCHEDULE 2/S-3
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STUD BEARING WALL, 2x4 SPF #2 @ 16" O.C. WITH BLOCKING AT MID POINT, SPTH4 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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FALSE KNEEWALL
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2-2X8 LEDGER, BOTTOM @ 10'-0", FASTEN W/ (2) 5/8"X8" EXPANSION BOLTS @ 24" O.C. LOCATE BOLTS TO AVOID TRUSSES, HUS26 HANGER, GROUT WALL @ LEDGER.
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2-2X8 LEDGER, BOTTOM @ 10'-0", FASTEN W/ (2) 5/8"X8" EXPANSION BOLTS @ 24" O.C. LOCATE BOLTS TO AVOID TRUSSES, HUS26 HANGER, GROUT WALL @ LEDGER.
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%%U8F8-0B
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ROOF & FRAMING PLAN: "E"
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SCALE: 3/16" = 1'-0"
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A BOTTOM RAIL OR CURB IS NOT
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REQUIRED ON GUARDRAILS WITHIN DWELLINGS,
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TREADS SHALL BE OF UNIFORM DEPTH AND RISERS OF
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RISERS ABOVE A FLOOR OR FINISHED GROUND
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STAIRWAYS HAVING FOUR OR MORE
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LEVEL, SHALL BE EQUIPPED WITH HANDRAILS
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LOCATED NOT LESS THAN 34 INCHES NOR
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MORE THAN 38 INCHES ABOVE THE LEADING
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SHALL BE NO VARIATION EXCEEDING 3/8 INCH IN THE DEPTH
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UNIFORM HEIGHT IN ANY STAIRWAY BETWEEN TWO FLOORS. THERE
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TREADS SHALL BE OF UNIFORM DEPTH AND RISERS OF
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PROJECTION OF NOSING, IS NOT LESS THAN 24 INCHES NOR MORE
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7 3/4 INCHES AND TREADS, EXCLUSIVE OF NOSING, SHALL BE NOT
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THAN 25 INCHES. THE HEIGHT OF RISERS SHALL NOT EXCEED
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OF ADJACENT TREADS OR IN THE HEIGHT OF ADJACENT RISERS
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RISER OR BETWEEN THE LARGEST AND SMALLEST TREAD SHALL
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AND THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST
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NOT EXCEED 3/8 INCH IN ANY FLIGHT.
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THAT THE SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF
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34" MIN. HGT.
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38" MAX. HGT.
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%%U%%OSTAIR SECTION DETAILS
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VERIFY WITH
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FIELD CONDITIONS
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FIELD CONDITIONS
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VERIFY WITH
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7 1/2"
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10"
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1" NOSING TYP.
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2X8 PT PLATE
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A-35 @ EACH STRINGER
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W/4- 1/4" RED HEADS
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EDGE OF A TREAD.
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FLOOR
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TOP OF FINISH
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CUT TO FIT
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2X12 TREAD
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STRINGER
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STRINGERS
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FLOOR
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JOIST
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2X8
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3- 2X12
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1X8 RISER
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LSU 26 @ EACH
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HAND RAIL
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BETWEEN SPINDLES
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LESS THAN 4" TYP.
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LESS THAN 10 INCHES WIDE.
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THE 3 STRINGER DETAIL SHOWN HERE IS
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FOR HAND FRAMING OF THE STAIRS IN
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THE FIELD WHERE LARGE NOTCHES ARE
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CUT IN THE STRINGERS. THE CONTRACTOR
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MAY CHOOSE TO PURCHASE A
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PRE-MANUFACTURED STAIR INSTEAD WHICH
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HAS 2 STRINGERS. THE STRINGERS REMAIN
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WHOLE WHILE GROOVES ARE ROUTED TO
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ACCEPT THE TREADS AND RISERS. THE
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SHOP DRAWINGS FROM THE STAIR
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MANUFACTURER SHALL GOVERN AND
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SUPERCEDE THE DETAIL SHOWN HERE.
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PER R311.7
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MAXIMUM RISER HEIGHT
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PER R311.7
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MINIMUM TREAD DEPTH
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PER R311.7
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2-2X6 POST, ALIGN W/ R01 ABOVE W/ HTT45 BOTTOM
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%%U8F16-1B/1T
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1 #5 TOP
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1 #5 TOP
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SW
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2X8 SYP #2 @ 16" O.C. W/ SPTH8 @ 16" O.C. TOP & BOTTOM AND " X 6" 12" X 6" EXPANSION BOLTS @ 32" O.C. W/ 2" WASHER
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2-MTW16 @ R01 3-2X4 POST, 2-RS18 BOTTOM
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3-2X6 POST @ HEADER HTT45 BOTTOM
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3-2X6 POST @ HEADER HTT45 BOTTOM
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1-HTA16-18 @ 32" O.C.@ INSIDE FACE OF T1
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%%UPRECAST LINTEL SCHEDULE
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%%U8F8-1B
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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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%%U8F8-0B
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8" PRECAST LINTEL
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1 #5 BOTTOM
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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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%%U8F24-1B/1T
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1 #5 BOTTOM
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1-MTW16, TYP. @ STUD WALLS
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1-MTW16 @ Q07
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1-MTW16 @ Q06
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W1
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SW
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W1
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SW
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1-MTW16 @ Q06
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SW
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1-MTW16 @ R02
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2-MTW16 @ R01 2-2X8 POST 2-MSTAM36 BOTTOM
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1-MTW16 @ R02
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W1
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1-HTA16-18 @ K01
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1-HTA16-18 @ A01A
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1-HTA16-18 @ K01
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1-HTA20
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1-HTA16-18 @ A01A
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1-HTA16-18, TYP @ EACH TRUSS
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8F24-1B/1T
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1-HTA20 @ FM1
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1-HTA20 @ FM1
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2-2X8 HEADER W/ MSTA18 EACH END & HTT45 BOTTOM
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2-2X10 LEDGER, TOP@ 10'-9-1/4" W/ (2) 3/8X6" LAG SCREW TO EACH TRUSS WEB, 1-MTW16 FROM LEDGER TO EACH TRUSS.
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!NOTICE!
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3-2X12 SYP #2 HEADER W/ 1-MSTA24 EACH END
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PREDRILL HOLES TO AVOID SPLITTING TRUSS
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2-2X12 HEADER W/ MSTA24 EACH END HTT45 BOTTOM
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NO STRAPS THIS WALL (NO UPLIFT) FASTEN SILL PLATE W/ CUT NAILS @ 16" O.C.
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1-HTA16-18 @ G01
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STUD BEARING WALL, 2x4 SPF #2 @ 16" O.C. WITH BLOCKING AT MID POINT, SPTH4 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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8F8-1B, BOTTOM @ 9'-0", ADD COURSING TO 8X8 BOND BEAM W/ 1#5, TOP @ 14'-0"
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2-2X10 LEDGER, TOP @ 10'-9-1/4" W/ (2) 3/8 X 6" LAG SCREWS @ 12" O.C., 1-MTW16 FROM LEDGER TO EACH TRUSS.
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1-MTW16 TYP.
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1-HTW20 @ EACH TRUSS
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FASTEN PT STUD TO MASONRY W/ " X 3 " TAPCON @ 24" O.C.14" X 3 " TAPCON @ 24" O.C.34" TAPCON @ 24" O.C.
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OUTLOOKERS PER DETAIL 5/S-4 GABLE BRACE NOT NEEDED
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S-4
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HTA16-18, TYP.
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3
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PLAN NOTES: 1) ROOF AND FLOOR TRUSS BEARING ELEVATION VARIES, SEE LEGEND. 2) ROOF AND FLOOR 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 AND FLOOR DECK, SEE 1 AND 2 ON S-3. 5) 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET. 6) AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 5/S-5. 7) "SW" DENOTES PLYWOOD SHEARWALL PER SCHEDULE THIS SHEET.
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= INTERIOR BEARING @ 10'-0" A.F.F.
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= BEARING @ 14'-0" A.F.F.
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= BEARING @ 10'-0" A.F.F.
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BEARING HEIGHT
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= BEARING @ 21'-4" A.F.F.
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1-HTA16-18 @ N01
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TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY BUILDERS FIRST SOURCE JOB #: MASTER DATED: 01/10/19 REVISION: NONE
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%%U%%ONOOK
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%%U%%OBEDROOM #3
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(+37.4, -50.0)
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(+33.5, -36.3)
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(+37.4, -40.5)
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(+37.4, -40.5)
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(+37.4-50.0)
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(+32.8-37.1)
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(+31.5-35.1)
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(+37.4-40.5)
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(+37.4, -40.5)
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(+32.8, -37.1)
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(+37.4, -50.0)
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(+37.4, -40.5)
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(+37.4, -40.5)
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(+37.4, -40.5)
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(+37.4, -40.5)
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(+37.4, -40.5)
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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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2" X ( ) BLOCKING
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W/ BEVEL CUT TOP
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ROOF TRUSS
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BEVELED BLOCKING
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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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HTA16-18 TYP.
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1-HTA16-18 TYP.
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10-10dx1 1/2", EMBED 4"
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1870
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INSTALL HTA16-18 AT ALL TRUSSES TO 1615 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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(1)HTA20
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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/L OF WALL. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 3) WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER DETAIL 2/S-4. 4) 'ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR. INSTRUCTIONS.
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2800 (2 PLY)
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3170 (2 PLY)
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5005
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2430 (1 PLY)
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10-10dx1 1/2", EMBED 4"
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5/8"%%C ATR, EPOXY 12"
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(2)HTA16-18
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(2)HTA16-18
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(2)HTA20
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HTT45
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R2
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TRUSS STRAPPING TO MASONRY
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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1615
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10-10dx1 1/2", EMBED 4"
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(1)HTA16-18
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CONNECTOR
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FASTENER
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10-10dx1 1/2", EMBED 4"
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10-10dx1 1/2", EMBED 4"
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FASTENER
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12-10dx1 1/2"
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12-10dx1 1/2"
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12-10dx1 1/2"
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TRUSS STRAPPING TO STUD WALL/WOOD BEAM
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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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NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS.
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24-10dx1 1/2"
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INSTALL AT ALL TRUSSES TO 1005 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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2570
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(2)HTW20
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(3)HTW20
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(4)HTW20
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3855
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5140
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CONNECTOR
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(2)MTW16
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(3)MTW16
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(1)MTW16
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(1)HTW20
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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2010
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3015
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1005
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1285
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R2
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LINTELS BEAR 4" MIN. EACH END
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R312.1.1 Guards required - Gaurds shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Insect screening shall not be considered as a guard. R312.1.2 Height - Required guards at open-sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches high measured vertically above the adjacent walking surface, or the line connecting the leading edges of the treads. Exceptions: 1. Guards on the open sides of stairs shall have a height not less than 34 inches measured vertically from a line connecting the leading edges of the treads. 2. Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall be not less than 34 inches and not more than 38 inches as measured vertically from a line connecting the leading edge of the treads. R312.1.3 Opening limitations - Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4 inches in diameter. Exceptions: 1. The triangular openings at the open side of a stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in diameter. 2. Guards on the open sides of stairs shall not have openings which allow passage of a sphere 4-3/8 inches in diameter. FBC 1607.8.1.1 - Guardrail & Handrail assemblies shall be able to resist a single concentrated load of 200 pounds applied in any direction at any point along the top. In accordance w/section 4.5.1 of ASCE7. FBC 1607.8.1.2 - Intermediate rails, balusters and panel fillers shall be designed to withstand a horizontal applied normal load of 50 pounds on an area equal to 1 square foot including openings and space between rails. In accordance w/ section 4.5.1 of ASCE7.
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GUARDRAILS ARE TYPICALLY A MANUFACTURED PRODUCT AND ARE NOT DESIGNED BY THE STRUCTURAL ENGINEER OF RECORD. THE GUARDRAIL MFR. SHALL BE RESPONSIBLE TO PROVIDE A DESIGN, INCLUDING FASTENINGS TO THE STRUCTURE, TO SATISFY CODE REQUIREMENTS.
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%%UGUARDRAILS PER FBCR 2017
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