probuild-d - c:usersdwoodydesktop 1 f 160 d ext. lanai 1 f … · 2019-10-31 · date: plan: sheet#...
TRANSCRIPT
Step Ceiling 1'-0"
EXPOSED TO WIND
EXPOSED TO WIND
Step Ceiling 1'-0"
WCWC
TUBTUB
SHR
WC
U=3596#
U =2002# U =2002#
U =1972#
U=2135#R=6107#U=2831#
R=11248#
U =1972#
HEELHGT2'-10"
U=5168#
DROP GABLE
TRUSSES LOADED FOR HEADED
TRUSSESLOADEDFORHEADED
U=1925# U=1048#
AA
O O O O O O O O OOOO
AAALLLLLLLLLLLLLLL
LL
L
A*
A*
A*
F
AAA
LLLLLLL
A*A*
A*
A*
L LLLLLLL
L LLLLLL LLLLL
LLLL
L
F18
FT10
F2
FT6
FT8
F19
F19
FG3
F10
F2
F4
F1
F9
F20
F21
F22
C1
HJ7 HJ7
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
A1
HJ7
A CJX
CJ3B
CJ5
CJX
CJ3C
CJ5B
C2
C3
B5
B4
B3
B2
B1
A2
A3
D04
D03
HJ4
CJ1
CJ1
EJ3
HJ4
CJ1
CJ1
EJ3
E1
HJ7
CJ1
CJ3A
CJ5
CJ1
CJ3A
CJ5
HJ7
CJ1
CJ3A
CJ5
CJ1
CJ3A
CJ5
A4
D01
D02 EJ3A
EJ3A
FT1
FT9
FT4
FT7
C8
C9
HJ1
0B
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
EJ6
EJ6
EJ6
EJ6
EJ6
C3
C3
C5
C7
C7
V2
V4
V6
V3A
V6A
EJ7B(7)
EJ7(9)
EJ7D(3)
EJ7(4)
F3(11)
F8(4)
F13(2) FT3(3)F11(3)F12(4)F15(6)
E2(6)
F5(7)
EJ7(6)
7-08-00
8-00
47-04-00
17-03-00
38-05-00
3-08-006-00-003-08-0013-04-0023-04-00
50-00-00
1-00-00
6-05-00
1-00-00
1-00-00
7-00-00
1-00-00
2-08-0010-00-00
2-08-00
14-00-00
13-04-00
7-00-00
3-00-00
10-05-0014-00-0012-11-00
7-00-00
1-04-00
7-00-00
4-00-00
1-04-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-11-08
1-04-00
1-04-00
1-04-00
1-04-00
1-04-00
1-04-00
1-04-00
1-04-00
1-04-00
1-04-00
1-04-00
1-04-00
2-00-00
1-01-00
1-07-08
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-00-00
2-00-04
1-10-12
1-00-00
2-00-00
2-00-00
2-00-00
1-09-00
2-00-00
2-00-00
2-00-00
2-00-00
7-04-00
11-00-00
82-04-00
7-04-00
15-04-00
19-04-00 16-00-00 14-08-00
16-08-00
10-00-006-04-00
2-00-00
1-08-00
7-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-02-08
1-08-00
7-00-00
2-00-00
2-00-00
1-08-00
0-12
1-11-04
1-08-00
1-10-081-02-08
3-04-00
7-00-00
1-04-00
2-00-00
2-00-00
2-00-00
1-02-08
0-12
26-08-00
50-00-00
5-00-00
Step Ceiling 8"
U=2219#U=2204#
U=2296#U=2296#
DROP GABLE
U=1191# U=1118#
U=1118#U=1191#
U=1118#U=1191#
U=1118#U=1191#
U=1194#U=1194#
U=1194# U=1194#
U=1194# U=1194#
U=1194# U=1194#
U=1194# U=1194#
U=1194# U=1194#
U=1194# U=1194#
U=1194# U=1194#
A*
A*
A*
A*
A*
A*
AA
H1
H2
H3
H4
H5
H6
HJ10
HJ1
0H
CJ1A
CJ3A
CJ5A
CJ1A
CJ3A
CJ5A
CJ1A
CJ3H
CJ5H
CJ1A
CJ3H
CJ5H
H12
H11
H10
H9
H8
H6
HJ1
0
HJ10
EJ7C
CJ1A
CJ3A
CJ5A
CJ1A
CJ3A
CJ5A
EJ7C
CJ1A
CJ3A
CJ5A
CJ1A
CJ3A
CJ5A
H7
H7
K01
K02
K03
K04
K05
EJ7A(8) EJ7H(5)
EJ7A(3) EJ7A(4)
2-04-00
39-00-00
41-04-00
2-04-00
39-00-00
41-04-00
13-04-0011-00-0013-00-00
37-04-00
37-04-00
1-10-08
1-10-08
7-00-00
1-00-00
7-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-04-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
7-00-00
7460
(1) PLY FLR. TRUSS
2245
THD28
12
CORNER HIP(1) PLY
K
Q
O
H
0
R
0
MSH422IF
F
765
9100
4
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
4355
7460
C
0
865
0
THD26
7460
3410
O
M
13
0
0
0
G
0
4355
C
MSH426
J
N
E
1235 / 2140
0
JUS24
3820
765
S
2245
N/A
0
2940
I
0
9100
J
D
2790
ID
L
0
MODEL
1855
0
3265
Q
(1) PLY
B
960
THDH28-2
ROOF
1855
1055
N/A
3200 / 3600
THDH6710
THDH28-3
D
50
490
1515 / 2175
1550
0
6
0
0
G
FLOOR
MSH422, MSH426MSH422IF SIMILARHJC26
0
895
3820
THD46
A
0
2155
1
2940
5230
S
NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION
1760
N/A
1055
B
0
UPLIFT
MSH422
K
3600
THDH26-3
(2) PLY
THD28-2 4310 / 4680
2245
(1) PLY FLR. TRUSS
2435
SYMBOL
1440
0
1855
A*
0
L
P
5320
6
6-6
/16"
2x4 T.C. MIN.
14 1/2""CANT.
12
TYP. ROOF TRUSS END DETAIL
8" BRG.
N.T.S.
TILE ROOF
Hatch Legend
10'-0" BEARING HT.
21'-4" BEARING HT.
11'-0" BEARING HT.
1'-11 1/4" DEEP FLOORTRUSS 24" O.C.
3/16 = 1"
REVISIONS
No. DATE NOTES BY
CAUTION!!!
DO NOT ATTEMPT TO ERECT TRUSSESWITHOUT REFERRING TO THE ENGINEERINGDRAWINGS AND BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE INPLACE PRIOR TO LOADING TRUSSES. (ie.SHEATHING, SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS MUST BE INPLACE PRIOR TO INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING SHEETS FORTHE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND NAILINGSCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNINGBACK CHARGES WILL NOT BEACCEPTED REGARDLESS OF FAULTWITHOUT PRIOR NOTIFICATION BYCUSTOMER WITHIN 48 HOURS ANDINVESTIGATION BY Builders First Source.NO EXECPTIONS.
THE GENERAL CONTRACTOR ISRESPONSIBLE FOR ALL CONNECTIONSOTHER THAN TRUSS TO TRUSS, GABLESHEAR WALL, AND CONNECTIONS.TEMPORAY AND PERMANENT BRACING,AND CEILING AND ROOF DIAPHRAMCONNECTIONS.
6850 Taylor Road Punta Gorda, Fl. 33950Phone: 941-575-2250 / Fax:941-575-0319
IMPORTANT
This Drawing Must Be Approved And ReturnedBefore Fabrication Will Begin. For Your Protection
Check All Dimensions And Conditions Prior ToApproval Of Plan.
SIGNATURE BELOW INDICATES ALL NOTESAND DIMENSIONS HAVE BEEN ACCEPTED.
By _________________________Date___________
NOTES:1) ALL DIMENSIONS ARE FEET-INCHES-SIXTEENTHS.2) DO NOT CUT OR ALTER TRUSSES IN ANY WAY.3) ALL REACTIONS ARE UNDER 5000 LBS. UNLESS NOTE OTHERWISE.4) ALL UPLIFTS ARE UNDER 1000 LBS. UNLESS NOTED OTHERWISE.5) FRAMING REQUIRED BELOW TRUSSES TO GET DESIRED CEILING CONDITIONS.6) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIED W/ TRUSS PACKAGE.
DATE DRAWN 8/30/2017
DATE PRINTED 8/30/2018
MASTERJOB No.
WIND LOAD 160 MPH
EXPOSURE CATEGORY D
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 6/12
CEILING PITCH FLAT
TOP CHORD SIZE 2 x 4 MIN.
BOTTOM CHORD SIZE 2 x 4 MIN.
OVERHANG LENGTH 14 1/2"
CANTILEVER N/A
END CUT PLUMB
FLOOR TRUSS SPACING N/A
ROOF TRUSS SPACING 24"
ROOF PITCH
BUILDER DR Horton
PROJECT 3461 F 160 D EXT LANAI LH
MODEL 3461
ADDRESS --
CITY, STATE --, FL.
LOT --
COUNTY --
DRAWN BY D.W.
ENG. BY D.W.
Derek
Text Box
FLOOR
Derek
Text Box
40 PSF
Derek
Text Box
10 PSF
Derek
Text Box
0 PSF
Derek
Text Box
5 PSF
Derek
Text Box
55 PSF
Derek
Text Box
1.0
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: C
ALOO
SA P
OINT
E
RESI
DENC
E FO
R:
G.C.
D. J
OB #
: 107
64
LOT:
6M
ODEL
:BL
OCK
:
ADDR
ESS:
1230
CAL
OOSA
POI
NTE
DR
JSL
JWC
SPEC
A1-F
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
04-08-19
D.R.
H #
: 578
9600
06
3461
- EX
T LA
NAI W
/ P. B
ATH
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B1
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B3
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B6
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B5
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A1
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B7
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WATER TABLE
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BANDING DETAILS
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E2
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E1
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D1
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D2
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C3
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D5
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A3
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A4
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C2
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A2
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C1
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%%U%%OREAR ELEVATION: "F" %%O
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SCALE: 3/16" = 1'-0"
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%%U%%ORIGHT SIDE ELEVATION: "F"%%O
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1
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MID-WALL WEEP SCREED AT WOOD-MASONRY
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INTERFACE. INSTALL STRICTLY PER MFG.
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INSTRUCTIONS
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2
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ROOF / WALL SCREED
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INSTALL STRICTLY PER MFG.
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INSTRUCTIONS
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%%U%%OFRONT ELEVATION: "F"%%O
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%%U%%OLEFT SIDE ELEVATION: "F"%%O
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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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2-35 SH.
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3-35 SH.
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25 SH.
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21'-4" TOP OF PLATE
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0'-0" FIN. FLOOR
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10'-0" OF
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TOP OF BEAM
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ON WOOD WALL.
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DECORATIVE TEXTURE FIN.
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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6
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12
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6
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12
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2
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2
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12'-0" 2nd FLR.
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CANTILEVER
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CANTILEVER
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1/2 35 SH.
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35 SH.
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1/2 32 SH.
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21'-4" TOP OF PLATE
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0'-0" FIN. FLOOR
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12'-0" 2nd FLR.
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10'-0" OF
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TOP OF BEAM
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ON WOOD WALL.
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DECORATIVE TEXTURE FIN.
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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1/2 35 SH.
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6
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12
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6
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12
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6
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12
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6
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12
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2
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2
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2
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CANTILEVER
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CANTILEVER
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1/2 34 S.H.
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24" X 24" FIXED GLASS
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21'-4" TOP OF PLATE
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0'-0" FIN. FLOOR
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12'-0" 2nd FLR.
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10'-0" OF
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TOP OF BEAM
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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ON WOOD WALL.
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DECORATIVE TEXTURE FIN.
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6
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12
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6
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12
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6
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12
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25 SH.
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25 SH.
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1
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1
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2
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2
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CANTILEVER
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CANTILEVER
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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2-25 SH.
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25 SH.
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13 SH.
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26 SH.
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6
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12
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5
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12
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21'-4" TOP OF PLATE
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0'-0" FIN. FLOOR
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12'-0" 2nd FLR.
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10'-0" OF
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TOP OF BEAM
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TO FINISH FLOOR
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D1
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6
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12
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13 SH.
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TO GRADE
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2
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2
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CANTILEVER
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CANTILEVER
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CANTILEVER
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6
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12
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16'-0" x 8'-0" O.H. GARAGE DOOR
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14 SH.
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2-3080
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D1
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2.75"X3.5" DECO FYPON #1585-082
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4.25"X7.75" FYPON #1585-034
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32.25"X30.625" DECO FYPON #1585-027
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D1
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D1
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D1
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D1
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DECORATIVE BEAM
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DECORATIVE TEXTURE FIN. ON WOOD WALL.
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RAISED
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4" DECOR BAND
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11.5""X16.00" DECO FYPON #1585-1091
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11.5""X16.00" DECO FYPON #1585-1091
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14 SH.
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TILE ROOF
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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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MITERED GLASS
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13 SH.
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4
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12
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4
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12
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4
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12
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4
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12
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4
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12
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4
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12
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(3) 4080 PKT. SL. GL. DOORS
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2880 DR.
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MITERED GLASS
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2680 DR.
DATE:
3/16" = 1'-0"
A2-F
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: C
ALOO
SA P
OINT
E
RESI
DENC
E FO
R:
G.C.
D. J
OB #
: 107
64
LOT:
6M
ODEL
:BL
OCK
:
ADDR
ESS:
1230
CAL
OOSA
POI
NTE
DR
JSL
JWC
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
04-08-19
SLAB & PLUMBING
D.R.
H #
: 578
9600
06
3461
- EX
T LA
NAI W
/ P. B
ATH
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6'-0" X 3'-0" A/C PAD
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A/H
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UNIT
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H.B.
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H.B.
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RECESS 3 1/2"
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W
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D
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LT
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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 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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MIRROR
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FAUCET
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FAUCET
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MIRROR
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KICK PLATE
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SLOPED CEILING
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VARIES
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VARIES
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2" SLOPE
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ELEV @ -25"
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6" x 12" RECESS
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SAWCUTS IN
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SLAB PER
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DETAIL 7/S-1
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SAWCUTS IN
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SLAB PER
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DETAIL 7/S-1
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PROVIDE 1/4" WATER
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LINE @ REF. SPACE
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FOR ICE MAKER
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RUN ELECTRIC IN
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CONDUIT FOR
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KITCHEN ISLAND
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%%U%%OSLAB & PLUMBING PLAN:%%O
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SCALE: 3/16"=1'-0"
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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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RECESS 3 1/2"
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RECESS 3 1/2"
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STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK
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MF
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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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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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H.V.
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H.V.
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H.V.
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H.V.
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STEP
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STEP
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STEP
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STEP
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H.B.
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CONCRETE STRIP FOOTING SEE PLAN
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CONCRETE STRIP FOOTING SEE PLAN
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BRASS FLOOR OUTLET W/ SWITCH
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EDGE OF POOL DECK BY OTHERS
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EDGE OF POOL DECK BY OTHERS
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8"X16" HYDROSTATIC VENT REQUIRED 'HV' SERVICES 128 SQ. FT. PER VENT. 482 SQ. FT./ 128 SQ. FT. = 3.77 SQ. FT., USE 4 VENTS, BOTTOM OF VENTS 12" MAX ABOVE FLOOR.
DATE:
A3-F
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: C
ALOO
SA P
OINT
E
RESI
DENC
E FO
R:
G.C.
D. J
OB #
: 107
64
LOT:
6M
ODEL
:BL
OCK
:
ADDR
ESS:
1230
CAL
OOSA
POI
NTE
DR
JSL
3/16" = 1'-0"
FLOOR
JWC
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
04-08-19
D.R.
H #
: 578
9600
06
D R HORTON
3461
- EX
T LA
NAI W
/ P. B
ATH
D R HORTON
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6'-0" X 3'-0" A/C PAD
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TOWEL BAR
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TOILET PAPER ROLL
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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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DOOR HEADERS
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8'-0" SWING
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6'-8" SWING
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6'-8" BIFOLD
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HEADER HEIGHT
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HEADER HEIGHT
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HEADER HEIGHT
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98 1/2" A.F.F.
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82 1/2" A.F.F.
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82" A.F.F.
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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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GUEST BATH UPPER BASE- TOP @31"
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MASTER BATH UPPER BASE- TOP @35"
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CABINET BACKING
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LAUNDRY RM. UPPER TOP @84" BASE
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KITCHEN UPPER TOP @ 54", 84" & 96" BASE TOP @35"
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MICROWAVE @ 102"
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FRAMERS NOTES: NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING ON STUDS SHALL NOT EXCEED 24" O.C. NON BEARING WALLS ONLY.
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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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A SEPARATE PERMIT IS REQUIRED
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VINYL SHELF NOTES:
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1) ALL CLOSET SHELVES TO BE 12"
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2) ALL PANTRY & LINEN TO BE (4) 16"
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SHELVES 18" O.F.F. WITH 15" INCREMENT.
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4-16" SH.
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A/H
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UNIT
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ENTRY AREA ----------------------------- 93'
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GARAGE AREA ----------------------------- 482'
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2ND FLOOR LIVING AREA -------------- 1,430'
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TOTAL AREA --------------------------- 4,297'
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SQUARE FOOTAGE
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1ST FLOOR LIVING AREA -------------- 2,031'
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TOTAL LIVING AREA ------------------- 3,461'
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LANAI AREA ----------------------------- 261'
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%%u%%oMASTER SUITE
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10'-0" FLAT CLG.
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%%u%%oGARAGE
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%%u%%oKITCHEN
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%%u%%oCAFE
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%%u%%oPWDR.
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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%%u%%oW.I.C.
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%%u%%oSTUDY
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10'-0" FLAT CLG.
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%%u%%oMSTR BATH
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10'-0" FLAT CLG.
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LINE OF 2ND FLOOR
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LINE OF 2ND FLOOR
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REF. SPACE
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RANGE
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SINK & DISP.
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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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2
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2
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2
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2
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4
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3
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3
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3
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3
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3
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3
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STEP
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1/2 35 S.H.
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1/2 33 S.H.
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26 S.H.
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1/2 34 S.H.
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%%u%%oENTRY
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2-35 S.H.
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arch
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stairs above
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24" X 24" FIXED GLASS
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35 SH.
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12080 SL. GL. DR.
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LV.
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PANTRY
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1/2 35 S.H.
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OPEN RAIL
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%%u%%oBEDROOM #2
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9'-4" FLAT CLG.
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%%u%%oBEDROOM #3
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9'-4" FLAT CLG.
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%%u%%oBEDROOM #4
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9'-4" FLAT CLG.
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9'-4" FLAT CLG.
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%%u%%oW.I.C.
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%%u%%oW.I.C.
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%%u%%oW.I.C.
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3
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3
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3
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25 S.H.
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EGRESS
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EGRESS
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25 S.H.
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3-35 S.H.
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2-25 S.H.
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SHWR.
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OPEN RAIL
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13 S.H.
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OPEN RAIL
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H.B.
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12" VINYL SHELF
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PLAN NOTES: 1.) SEE EXTERIOR ELEVATION SHEET FOR DETAILS OF SEE EXTERIOR ELEVATION SHEET FOR DETAILS OF ALTERNATE WINDOW ARRANGEMENTS, ENTRY WALKS AND ADDITIONAL WALKS. 2.) KITCHEN KNEE WALL 42 1/2" TO TOP USING 2x4 KITCHEN KNEE WALL 42 1/2" TO TOP USING 2x4 TOP PLATE. 3.) JOB MUST BE BROOM SWEPT EVERYDAY. JOB MUST BE BROOM SWEPT EVERYDAY. 4.) VERIFY ROUGH OPENING DIMENSIONS FOR ALL VERIFY ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS. 5.) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE. 6.) INSTALL SMOOTH WALLS IN KITCHEN AND ALL INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS. 7.) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES 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'-0" FLAT CLG.
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10'-0" FLAT CLG.
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12" VINYL SH
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12" VINYL SH
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12" VINYL SH
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1
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2
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O.H. CABS.
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A
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B
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B
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B
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E
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D
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F
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F
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G
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H
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J
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C
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K
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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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9'-4" FLAT CLG.
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3
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16" VINYL SHELF
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13 S.H.
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K
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EGRESS
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25 S.H.
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25 S.H.
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EGRESS
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3
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5
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L
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L
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L
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M
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A
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3
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A
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3
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A
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4
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SCALE: 3/16" = 1'-0"
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%%U%%O1st FLOOR PLAN:%%O "F"
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SCALE: 3/16" = 1'-0"
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%%U%%O2nd FLOOR PLAN:%%O "F"
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3
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PK.
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10'-0" FLAT CLG.
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H.B.
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12" VINYL SH
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%%U%%OBATH #4
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4-16" VINYL SHLV.
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FIX. GL.
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P
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FIX. GL.
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P
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3
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5' TUB/SHWR.
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3
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%%U%%OBATH #2
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%%U%%OBATH #3
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5' TUB/SHWR.
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MIRROR
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MIRROR
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NOTE: THE GARAGE SHALL BE THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THEN 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 THEN 1/2" GYPSUM BOARD OR EQUIVALENT.
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%%u%%oLNDRY.
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W
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D
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LT
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O.H. CABS
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O.H. CABS.
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DW
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2
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2
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RECESS 3 1/2"
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TILE SHWR.
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GLASS
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ABOVE
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42" KNEEWALL
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SEAT
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80" SHWR DOOR
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CLG. TO 9'-0"
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FRAME DOWN
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2
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2
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12" VINYL SHELF
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%%u%%oW.I.C.
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%%u%%oFOYER
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COFFER
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M&M #302 OR EQUAL
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M&M #41M W/ COVE
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INDICATES CROWN
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APPLIED PANEL MLDG
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LIGHTING SEE DETAIL
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%%u%%oGREAT ROOM
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COFFERED CLG.
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COFFERED CLG.
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%%U%%OGAME ROOM
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COFFERED CLG.
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STD. COFFER
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OPTIONAL
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OPTIONAL
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COOKTOP W/ OPTIONAL KITCHEN
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DOUBLE OVEN W/ OPTIONAL KITCHEN
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DBL
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OVEN
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2
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3
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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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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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15
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16
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17
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18
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14
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DOWN
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3
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2
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1
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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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LAST RISER
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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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15
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16
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17
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18
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14
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3
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4-16"
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VINYL
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SHELF
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3
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A/H
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UNIT
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OPTIONAL
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5' TUB
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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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SAFETY GLAZED
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SAFETY GLAZED
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SAFETY GLAZED
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SAFETY GLAZED
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SAFETY GLAZED
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SAFETY GLAZED
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BETTER INSULATION
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MINIMUM R-13 OR
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10'-0" FLAT CLG.
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ALL DIMENSIONS ARE
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TO FINISHED DRYWALL
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RANGE SOFFIT DETAIL
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18" DEEP DRYWALL
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BUILD OUT AREA
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FOYER SOFFIT DETAIL
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M&M# 41M W/ COVE
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COFFER CEILING
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NEEDED
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INDICATES CROWN
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LIGHTING
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BLOCKING AS
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CEILING
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A
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4
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NICHE DETAIL
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A
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4
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WIDTH
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HEIGHT
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MARK
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SIZE
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CODE
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DESCRIPTION
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PRODUCT
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OVERHEAD
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192
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96
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1
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QTY
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1
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SWING
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DISTINCTION
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78
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96
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1
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2
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DOOR
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GARAGE DOOR
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3
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SWING
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DISTINCTION
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30
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96
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1
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4
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DOOR
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SWING
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DISTINCTION
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32
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96
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1
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DOOR
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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EGRESS
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%%u%%oLANAI
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10'-0" FLAT CLG.
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13 S.H.
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24" X 24" SCREEN OPENING TOP AT 8'-4" A.F.F.
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10'-0" FLAT CLG.
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%%u%%oPOOL BATH
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10'-0" FLAT CLG.
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3
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OBSCURE
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2880
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4
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24" FRAME HEADER
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O
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72" HIGH MITERED GLASS
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24" MASONRY SILL
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N
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POOL BATH
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OPTIONAL
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OPTIONAL
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SAFETY GLAZED
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PAVERS LINE
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MF
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT DOOR. (PER FLORIDA BUILDING CODE-R308.4.2)
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NOTE:
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PROVIDE SAFETY GLAZING AT BATH/SHRW.
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SHALL COMPLY WITH R 308.4.5
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STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK
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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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E
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A
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B
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F
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G
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H
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K
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L
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23
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J
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WIND-BORNE
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DEBRIS PROTECTION
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SH
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1/2 35
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F.G
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24"X24"
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3
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1
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SH
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2-25
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1
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12080
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PKT. SL. GL. DOOR
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SH
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1/2 35
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SH OBSCURE
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1/2 33
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SH
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35
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2
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1
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1
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1
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SH
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26
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SH
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2-35
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SH
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13
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1
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2
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4
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SH
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25
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1
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M
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3-35
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SH
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1
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O
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SH OBSCURE
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1
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N
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13
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P
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160"x72"
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MITERED GLASS
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1
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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SH
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14
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2
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IMPACT
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H.V.
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H.V.
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H.V.
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H.V.
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H.B.
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STEP
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STEP
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STEP
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STEP
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EDGE OF POOL DECK BY OTHERS
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EDGE OF POOL DECK BY OTHERS
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OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: C
ALOO
SA P
OINT
E
RESI
DENC
E FO
R:
G.C.
D. J
OB #
: 107
64
LOT:
6M
ODEL
:BL
OCK
:
ADDR
ESS:
1230
CAL
OOSA
POI
NTE
DR
JSL
JWC
3/16"=1'-0"
SPEC
A4-F
ROOF
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
04-08-19
D.R.
H #
: 578
9600
06
3461
- EX
T LA
NAI W
/ P. B
ATH
AutoCAD SHX Text
6'-0" X 3'-0" A/C PAD
AutoCAD SHX Text
A/H
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UNIT
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H.B.
AutoCAD SHX Text
8" x 8" MASONRY BOND BEAM
AutoCAD SHX Text
WITH 1-#5 CONTINOUS, GROUT
AutoCAD SHX Text
SOLID, TOP @ 10'-0", PROVIDE
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CORNER BARS PER DETAIL 9/S-1
AutoCAD SHX Text
GROUT LINTELS SOLID WITH BOND BEAM
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H.B.
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EDGE OF SECOND
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FLOOR
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W
AutoCAD SHX Text
D
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LT
AutoCAD SHX Text
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
AutoCAD SHX Text
LAST RISER
AutoCAD SHX Text
A/H
AutoCAD SHX Text
UNIT
AutoCAD SHX Text
BEARING HEIGHT
AutoCAD SHX Text
= BEARING @ 10'-0" A.F.F.
AutoCAD SHX Text
= BEARING @ 21'-4" A.F.F.
AutoCAD SHX Text
= BEARING @ 11'-0" A.F.F.
AutoCAD SHX Text
= INTERIOR STUD BEARING @ 10'-0" A.F.F.
AutoCAD SHX Text
AIR HANDLER DETAIL
AutoCAD SHX Text
A/H
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SCALE: 1/4"= 1'-0"
AutoCAD SHX Text
A/H
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ELEVATION @ WALL
AutoCAD SHX Text
ELEVATION @ +12"
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A
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A-4
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COFFER DETAIL "A"
AutoCAD SHX Text
SCALE: 1/2"= 1'-0"
AutoCAD SHX Text
ELEVATION @ WALL
AutoCAD SHX Text
ELEVATION @ +6"
AutoCAD SHX Text
B
AutoCAD SHX Text
A-4
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COFFER DETAIL "B"
AutoCAD SHX Text
SCALE: 1/2"= 1'-0"
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ELEVATION @ +12"
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(MASTER BEDROOM)
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ELEVATION @ WALL
AutoCAD SHX Text
ELEVATION @ +2"
AutoCAD SHX Text
C
AutoCAD SHX Text
A-4
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COFFER DETAIL "C"
AutoCAD SHX Text
SCALE: 1/2"= 1'-0"
AutoCAD SHX Text
ELEVATION @ +8"
AutoCAD SHX Text
(GAME ROOM)
AutoCAD SHX Text
%%U%%O1ST FLOOR CEILING PLAN "F":%%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%O2ND FLOOR CEILING PLAN "F":%%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
9'-4" FLAT CLG.
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%%u%%oBEDROOM #3
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9'-4" FLAT CLG.
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%%u%%oBEDROOM #4
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9'-4" FLAT CLG.
AutoCAD SHX Text
%%u%%oBEDROOM #2
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%%u%%oW.I.C.
AutoCAD SHX Text
COFFERED CLG.
AutoCAD SHX Text
%%U%%OGAME ROOM
AutoCAD SHX Text
%%u%%oW.I.C.
AutoCAD SHX Text
%%u%%oW.I.C.
AutoCAD SHX Text
%%u%%oENTRY
AutoCAD SHX Text
10'-0" FLAT CLG.
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10'-0" COFFER
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%%u%%oMSTR BATH
AutoCAD SHX Text
COFFER
AutoCAD SHX Text
%%u%%oFOYER
AutoCAD SHX Text
10'-0" FLAT CLG.
AutoCAD SHX Text
%%u%%oSTUDY
AutoCAD SHX Text
%%u%%oLNDRY.
AutoCAD SHX Text
PANTRY
AutoCAD SHX Text
%%u%%oPWDR.
AutoCAD SHX Text
10'-0" FLAT CLG.
AutoCAD SHX Text
%%u%%oKITCHEN
AutoCAD SHX Text
%%u%%oGREAT ROOM
AutoCAD SHX Text
%%u%%oCAFE
AutoCAD SHX Text
%%u%%oLANAI
AutoCAD SHX Text
COFFERED CLG.
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%%u%%oMASTER SUITE
AutoCAD SHX Text
%%u%%oW.I.C.
AutoCAD SHX Text
COFFERED CLG.
AutoCAD SHX Text
10'-0" FLAT CLG.
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%%U%%O2 CAR GARAGE
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A
AutoCAD SHX Text
A-4
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HIP
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HIP
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MF
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AREAS (SQ. FT.)
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MODEL 3461 F: ATTIC VENTILATION FBCR R806
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ATTIC VENTILATION REQUIRED
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8.15%%%
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2214.4 SQ. FT.
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SOFFIT ONLY (1/150)
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ATTIC VENTILATION REQUIRED
AutoCAD SHX Text
WITH ROOF VENTS (1/300)
AutoCAD SHX Text
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
AutoCAD SHX Text
ATTIC
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QUAD 4
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MARK
AutoCAD SHX Text
QUANTITY OF
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REQ'D AIR FLOW
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3.79%%%
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MIN AIR FLOW
AutoCAD SHX Text
(NO ROOF VENTS)
AutoCAD SHX Text
-.-%
AutoCAD SHX Text
-
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LOMANCO 770-D
AutoCAD SHX Text
0.97 SQ. FT. FREE AIR
AutoCAD SHX Text
ROOF VENTS ARE NOT REQUIRED
AutoCAD SHX Text
389.5 SQ. FT.
AutoCAD SHX Text
SOFFIT
AutoCAD SHX Text
OF SOFFIT
AutoCAD SHX Text
SOFFIT HAS
AutoCAD SHX Text
OF SOFFIT
AutoCAD SHX Text
(R.V.)
AutoCAD SHX Text
ACM QUAD 4, FULL VENT,
AutoCAD SHX Text
NARROW PATTERN,
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8.15%%% FREE AIR FLOW
AutoCAD SHX Text
ROOF VENTS
AutoCAD SHX Text
SOFFIT MODEL
AutoCAD SHX Text
ATTIC AREA/150
AutoCAD SHX Text
14.76 SQ. FT.
AutoCAD SHX Text
ATTIC AREA/300
AutoCAD SHX Text
-.-- SQ. FT.
AutoCAD SHX Text
2nd STORY
AutoCAD SHX Text
8.15%%%
AutoCAD SHX Text
1694.0 SQ. FT.
AutoCAD SHX Text
5.23%%%
AutoCAD SHX Text
-.-%
AutoCAD SHX Text
-
AutoCAD SHX Text
216.0 SQ. FT.
AutoCAD SHX Text
11.29 SQ. FT.
AutoCAD SHX Text
-.-- SQ. FT.
AutoCAD SHX Text
H.V.
AutoCAD SHX Text
H.V.
AutoCAD SHX Text
H.V.
AutoCAD SHX Text
H.V.
AutoCAD SHX Text
H.B.
AutoCAD SHX Text
EDGE OF POOL DECK BY OTHERS
AutoCAD SHX Text
EDGE OF POOL DECK BY OTHERS
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: C
ALOO
SA P
OINT
E
RESI
DENC
E FO
R:
G.C.
D. J
OB #
: 107
64
LOT:
6M
ODEL
:BL
OCK
:
ADDR
ESS:
1230
CAL
OOSA
POI
NTE
DR
A5-F
JSL
JWC
ELECTRICAL
3/16"=1'-0"
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
04-08-19
D.R.
H #
: 578
9600
06
3461
- EX
T LA
NAI W
/ P. B
ATH
AutoCAD SHX Text
6'-0" X 3'-0" A/C PAD
AutoCAD SHX Text
Electrical Notes:
AutoCAD SHX Text
All outlets in wet areas and all exterior outlets to be GFI's
AutoCAD SHX Text
All electrical equipment to be set at or above base flood elevation.
AutoCAD SHX Text
Install Arc-Fault circuit-Interrupters & Tamper-Resistant Receptacles
AutoCAD SHX Text
shall be installed in dwelling unit. per NEC 210.12 & 406.11
AutoCAD SHX Text
Install Phone & T.V per contract .
AutoCAD SHX Text
INSTALL ALL ELECTRICAL PER NEC 2014
AutoCAD SHX Text
SURFACE MOUNTED CEILING LIGHT
AutoCAD SHX Text
TELEVISION RECEPTION OUTLET
AutoCAD SHX Text
AC/DC SMOKE DETECTOR
AutoCAD SHX Text
TO BE INTERCONNECTED
AutoCAD SHX Text
WALL MTD. BRACKET LIGHT
AutoCAD SHX Text
3 WAY SWITCH
AutoCAD SHX Text
DIMMER SWITCH
AutoCAD SHX Text
GFI SWITCH
AutoCAD SHX Text
TELEPHONE OUTLET
AutoCAD SHX Text
SINGLE POLE SWITCH
AutoCAD SHX Text
A/C DISCONNECT
AutoCAD SHX Text
DUPLEX FLOOD LIGHT
AutoCAD SHX Text
TRACK MTD. LIGHTS
AutoCAD SHX Text
EXHAUST FAN
AutoCAD SHX Text
PUSH BUTTON
AutoCAD SHX Text
RECESSED LIGHT
AutoCAD SHX Text
1/2 SWITCHED DUPLEX OUTLET
AutoCAD SHX Text
DUPLEX RECEPTACLE OUTLET
AutoCAD SHX Text
4-PLEX RECEPTACLE OUTLET
AutoCAD SHX Text
220 V RECEPTACLE OUTLET
AutoCAD SHX Text
SINGLE RECEPTACLE OUTLET
AutoCAD SHX Text
DUPLEX RECETACLE @ ELEV. A.F.F.
AutoCAD SHX Text
ELECTRICAL PANEL
AutoCAD SHX Text
ELECTRICAL METER
AutoCAD SHX Text
120 V JUNCTION BOX
AutoCAD SHX Text
T
AutoCAD SHX Text
TIMER SWITCH
AutoCAD SHX Text
J
AutoCAD SHX Text
GFI
AutoCAD SHX Text
D
AutoCAD SHX Text
3
AutoCAD SHX Text
SD
AutoCAD SHX Text
TV
AutoCAD SHX Text
ELECTRICAL LEGEND
AutoCAD SHX Text
2' UNDER COUNTER LIGHT
AutoCAD SHX Text
4' FLUORESCENT LIGHT
AutoCAD SHX Text
K
AutoCAD SHX Text
P
AutoCAD SHX Text
KEYPAD
AutoCAD SHX Text
ANY RESIDENT HAVING A FOSSIL-BURNING
AutoCAD SHX Text
HEATER OR APPLIANCE, A FIREPLACE, OR
AutoCAD SHX Text
AN ATTACHED GARAGE SHALL HAVE AN
AutoCAD SHX Text
OPERATIONAL CARBON MONOXIDE ALARM
AutoCAD SHX Text
INSTALLED WITHIN 10 FEET OF EACH
AutoCAD SHX Text
ROOM USED FOR SLEEPING PERPOSES.
AutoCAD SHX Text
PER RULE 9B-3.04.72
AutoCAD SHX Text
DOOR BELL
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DB
AutoCAD SHX Text
A/H
AutoCAD SHX Text
UNIT
AutoCAD SHX Text
H.B.
AutoCAD SHX Text
D.B.
AutoCAD SHX Text
GFI/WP
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
FLOOD LIGHT SWITCH
AutoCAD SHX Text
IN GREAT ROOM
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
FLOOD LIGHT SWITCH
AutoCAD SHX Text
IN FOYER
AutoCAD SHX Text
L
AutoCAD SHX Text
NOTE: VERIFY LOCATION
AutoCAD SHX Text
OF GFI PER
AutoCAD SHX Text
DECO BANDING
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
FLOOD LIGHT SWITCH
AutoCAD SHX Text
IN GREAT ROOM
AutoCAD SHX Text
GFI @ 42" A.F.F.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
FLOOD LIGHT SWITCH
AutoCAD SHX Text
IN FOYER
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
FAN (TYP.)
AutoCAD SHX Text
PRE-WIRE FOR
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3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
3
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
GFI
AutoCAD SHX Text
GFI
AutoCAD SHX Text
VP
AutoCAD SHX Text
VP
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
STRUCTURED
AutoCAD SHX Text
WIRE BOX
AutoCAD SHX Text
W 110 OUTLET
AutoCAD SHX Text
GFI
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
M
AutoCAD SHX Text
GFI
AutoCAD SHX Text
GFI
AutoCAD SHX Text
GFI
AutoCAD SHX Text
GFI
AutoCAD SHX Text
GFI
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
GFI/WP
AutoCAD SHX Text
GFI/WP
AutoCAD SHX Text
TO OPT. POOL LIGHT
AutoCAD SHX Text
TV
AutoCAD SHX Text
FAN (TYP.)
AutoCAD SHX Text
PRE-WIRE FOR
AutoCAD SHX Text
A
AutoCAD SHX Text
3
AutoCAD SHX Text
UP
AutoCAD SHX Text
TO SWITCH
AutoCAD SHX Text
TV
AutoCAD SHX Text
SD
AutoCAD SHX Text
SD
AutoCAD SHX Text
SD
AutoCAD SHX Text
A/C DISCONNECT
AutoCAD SHX Text
SWITCH
AutoCAD SHX Text
ELEC. PANEL
AutoCAD SHX Text
METER
AutoCAD SHX Text
SPRINKLER PUMP
AutoCAD SHX Text
300A
AutoCAD SHX Text
%%u%%o1st FLOOR ELECTRICAL PLAN:%%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%u%%o2 nd FLOOR ELECTRICAL PLAN:%%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
K
AutoCAD SHX Text
P
AutoCAD SHX Text
K
AutoCAD SHX Text
P
AutoCAD SHX Text
K
AutoCAD SHX Text
P
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
FLOOD LIGHT SWITCH
AutoCAD SHX Text
IN GREAT ROOM
AutoCAD SHX Text
DOWN
AutoCAD SHX Text
TO SWITCH
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
3
AutoCAD SHX Text
FAN (TYP.)
AutoCAD SHX Text
PRE-WIRE FOR
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
FAN (TYP.)
AutoCAD SHX Text
PRE-WIRE FOR
AutoCAD SHX Text
FAN (TYP.)
AutoCAD SHX Text
PRE-WIRE FOR
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SD
AutoCAD SHX Text
SD
AutoCAD SHX Text
SD
AutoCAD SHX Text
SD
AutoCAD SHX Text
SD
AutoCAD SHX Text
GFI
AutoCAD SHX Text
VP
AutoCAD SHX Text
B
AutoCAD SHX Text
FAN (TYP.)
AutoCAD SHX Text
PRE-WIRE FOR
AutoCAD SHX Text
A/C DISCONNECT
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
F
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
F
AutoCAD SHX Text
H.B.
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TV
AutoCAD SHX Text
TV
AutoCAD SHX Text
TV
AutoCAD SHX Text
TV
AutoCAD SHX Text
TV
AutoCAD SHX Text
ELECTRICAL PLAN 3461 "F"
AutoCAD SHX Text
300 Amp Service
AutoCAD SHX Text
A
AutoCAD SHX Text
TAG
AutoCAD SHX Text
QUANTITY
AutoCAD SHX Text
PRODUCT
AutoCAD SHX Text
B
AutoCAD SHX Text
C
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D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
P
AutoCAD SHX Text
(32)
AutoCAD SHX Text
(5)
AutoCAD SHX Text
(1)
AutoCAD SHX Text
(X)
AutoCAD SHX Text
(1)
AutoCAD SHX Text
(5)
AutoCAD SHX Text
NOT USED
AutoCAD SHX Text
(2)
AutoCAD SHX Text
(X)
AutoCAD SHX Text
(X)
AutoCAD SHX Text
(1)
AutoCAD SHX Text
(1)
AutoCAD SHX Text
(3)
AutoCAD SHX Text
(X)
AutoCAD SHX Text
36" 4 Lt
AutoCAD SHX Text
24" 3 Lt
AutoCAD SHX Text
10" Mushrooms
AutoCAD SHX Text
Pendant/Nook
AutoCAD SHX Text
Vapors
AutoCAD SHX Text
Recessed Cans
AutoCAD SHX Text
Coach Lights
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Coach Lights
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J BOX
AutoCAD SHX Text
5lt Chandelier
AutoCAD SHX Text
3 Lt
AutoCAD SHX Text
Pendant Light
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
(4)
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(6)
AutoCAD SHX Text
4' Fluorescent
AutoCAD SHX Text
2' Fluorescent
AutoCAD SHX Text
p
AutoCAD SHX Text
p
AutoCAD SHX Text
p
AutoCAD SHX Text
B
AutoCAD SHX Text
F
AutoCAD SHX Text
GFI
AutoCAD SHX Text
B
AutoCAD SHX Text
F
AutoCAD SHX Text
GFI
AutoCAD SHX Text
VP
AutoCAD SHX Text
VP
AutoCAD SHX Text
W
AutoCAD SHX Text
D
AutoCAD SHX Text
LT
AutoCAD SHX Text
GFI @ 42" A.F.F.
AutoCAD SHX Text
GFI
AutoCAD SHX Text
GFI/WP
AutoCAD SHX Text
M
AutoCAD SHX Text
REF. SPACE
AutoCAD SHX Text
O.H. CABS.
AutoCAD SHX Text
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
LAST RISER
AutoCAD SHX Text
A/H
AutoCAD SHX Text
UNIT
AutoCAD SHX Text
A/C DISCONNECT
AutoCAD SHX Text
SWITCH
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
GFI
AutoCAD SHX Text
WP
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
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H
AutoCAD SHX Text
H
AutoCAD SHX Text
SCD
AutoCAD SHX Text
SD (SMOKE DETECTOR)
AutoCAD SHX Text
SCD (CARBON MONOXIDE/SMOKE DETECTOR
AutoCAD SHX Text
GFI
AutoCAD SHX Text
A
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
K
AutoCAD SHX Text
J
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
FAN (TYP.)
AutoCAD SHX Text
PRE-WIRE FOR
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
FAN (TYP.)
AutoCAD SHX Text
PRE-WIRE FOR
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
OPT.
AutoCAD SHX Text
MF
AutoCAD SHX Text
H.V.
AutoCAD SHX Text
H.V.
AutoCAD SHX Text
H.V.
AutoCAD SHX Text
H.V.
AutoCAD SHX Text
H.B.
AutoCAD SHX Text
POWER CO.
AutoCAD SHX Text
300 AMP ELECTRICAL RISER DIAGRAM
AutoCAD SHX Text
#6 CU MIN. TO (2) GROUND RODS,
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AT LEAST 6FT APART.
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M
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150 AMP.
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PANEL
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150 AMP.
AutoCAD SHX Text
PANEL
AutoCAD SHX Text
(2) 2/0 AL & (1) 1/0 AL
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OR CU EQUIVALENT.
AutoCAD SHX Text
BRASS FLOOR OUTLET W/ SWITCH
AutoCAD SHX Text
EDGE OF POOL DECK BY OTHERS
AutoCAD SHX Text
EDGE OF POOL DECK BY OTHERS
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: C
ALOO
SA P
OINT
E
RESI
DENC
E FO
R:
G.C.
D. J
OB #
: 107
64
LOT:
6M
ODEL
:BL
OCK
:
ADDR
ESS:
1230
CAL
OOSA
POI
NTE
DR
JSL
JWC
SPEC
A6-FN.T.S.
SECTIONS
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
04-08-19
D.R.
H #
: 578
9600
06
3461
- EX
T LA
NAI W
/ P. B
ATH
²
²
²
AutoCAD SHX Text
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
AutoCAD SHX Text
CORNER OF
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MID WALL
AutoCAD SHX Text
FELT STRIP
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BUILDING
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CORNER BEAD
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WEEP SCREED
AutoCAD SHX Text
FELT STRIP
AutoCAD SHX Text
WIRE LATH
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
OVER FELT
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OVER FELT STRIP
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
FELT STRIP
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
CORNER OF
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BUILDING
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MASONRY WALL
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OVER WIRE LATH
AutoCAD SHX Text
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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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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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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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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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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PER NOTE 9 IN
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DRYWALL CEILING
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TABLE 1 ON A-6
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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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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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PRE ASTM C-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 1/S-5
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PRECAST CONCRETE SILL
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1X4 P.T. STRIP.
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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 TABLE 2 ON A-6
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WINDOW, SEE SCHEDULE AND PLAN.
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1/2" DRYWALL W/ TEXTURED WALLS.
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SILL SET IN MORTAR
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W/ INSULATION (MIN. R4.1)
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1X2 P.T. FURRING STRIPS @ 24" O.C.
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WOOD BASE
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DECORATIVE CEMENT FINISH
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PRE ASTM C-926
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SLOPE TO EXTERIOR
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PRECAST CONCRETE SILL
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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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EMBEDDED STRAP AT EACH
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TRUSS PER ROOF FRAMING PLAN.
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2-2X8 LEDGER
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1
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8"X8"X16" CONC. BLOCK
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TYPICAL WALL SECTION
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SCALE: 3/4"= 1'-0"
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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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1X4 P.T. STRIP.
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WINDOW, SEE SCHEDULE AND PLAN.
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PER NOTE 9 IN
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DRYWALL CEILING
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TABLE 1 ON A-6
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SEE FRAMING PLAN
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PRECAST LINTEL
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EMBEDDED STRAP AT EACH
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TRUSS PER ROOF FRAMING PLAN.
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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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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 1/S-5
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SILL SET IN MORTAR
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PRECAST CONCRETE SILL
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DECORATIVE CEMENT FINISH
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PRE ASTM C-926
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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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GRADE
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SIZE AND REINFORCING.
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FOUNDATION PLAN FOR
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CONCRETE FOOTING SEE
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2
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TYPICAL WALL SECTION
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SCALE: 1/2"= 1'-0"
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R=30 FIBERGLASS
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INSUL.
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DRIP EDGE
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PER NOTES IN
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1X8 MIRATEK FASCIA
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VENTED SOFFIT
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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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SUB FASCIA
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1X4 MIRATEK
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TABLE 2 ON A-6
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FLASHING AND
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DRIP EDGE
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PER NOTES IN
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2X6 MIN.
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1X8 MIRATEK FASCIA
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VENTED SOFFIT
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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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SUB FASCIA
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1X4 MIRATEK
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TABLE 2 ON A-6
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FLASHING AND
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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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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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SHALL MEET R703.1.2.1
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SHALL MEET R703.1.2.1
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2X6 MIN.
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3/4" PLYWOOD FLOORING ON FLOOR TRUSSES SEE TABLE 5 ON A-6
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SIZE AND REINFORCING.
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FOUNDATION PLAN FOR
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CONCRETE FOOTING SEE
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GRADE
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
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%%U%%OFOUNDATION PLAN: "F"%%O
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SCALE: 3/16"=1'-0"
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PROVIDE 1/4" WATER
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LINE @ REF. SPACE
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FOR ICE MAKER
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6" X12"RECESS
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F2
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#5 BAR IN GROUTED CELL,
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INTO TOP OF BOND BEAM
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LAP 25" WITH #5 DOWEL
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OUT OF SLAB, WITH 7" HOOK
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PAVERS BY OTHERS
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PAVERS BY OTHERS
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F2
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SAWCUTS IN
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SLAB PER
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DETAIL 7/S-1
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6'-0" X 3'-0" A/C PAD
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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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A/H
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UNIT
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A
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A
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B
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H.B.
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SAWCUTS IN
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SLAB PER
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DETAIL 7/S-1
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SAWCUTS IN
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SLAB PER
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DETAIL 7/S-1
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REF. SPACE
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RANGE
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SINK & DISP.
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DW
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HOLLOW DOT IS DOWEL
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INTO WINDOW SILL
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H.B.
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RECESS 3 1/2"
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ELEV @ -25"
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2" SLOPE
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F5
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F5
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A
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SLOPE
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A
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C
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A
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A
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A
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D
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A
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A
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C
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B
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B
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A
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W
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D
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LT
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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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PLAN NOTES: 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0". 2) FOOTING MAY BE STEPPED DOWN TO ACCOMODATE SLOPE IN FINISHED GRADE. 3) 'F#' DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET. 4) # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET. 5) PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING TO BOND BEAM. 6) ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY EXTEND BEYOND FACE OF WALL. 7) FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/DOOR SUPPLIER. 8) PROVIDE PRESSURE TREATED BUCKS AT WINDOWS / DOORS PER DETAIL 1/S-5.
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%%uFOUNDATION PLAN
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SCALE: 3/16" = 1'-0"
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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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RECESS 3 1/2"
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RECESS 3 1/2"
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F7
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A
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F5
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A
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A
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PAVERS BY OTHERS
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B
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PAVERS BY OTHERS
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ELEVATION @ (-) 0'-4"
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STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK
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MF
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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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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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F7
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F7
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F7
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F7
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F7
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F2
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F2
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F2
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C
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F7
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F7
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A
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A
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E
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A
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H.V.
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H.V.
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H.V.
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H.V.
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H.B.
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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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FINISH GRADE
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'F7' FOOTING
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REINFORCEMENT, LAP 25"
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DOWEL TO MATCH WALL
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4" CONC. SLAB
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3" CLEAR COVER.
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ON GRADE
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SEE SITE PLAN
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EMBED DOWELS 5" WITH 10" STD HOOK
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CONCRETE STRIP FOOTING SEE PLAN
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2 #5 CONTINOUS
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GARAGE
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%%U'F2' GARAGE
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3" CLEAR COVER.
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2 #5 CONTINOUS
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EMBED DOWELS 5" WITH 10" STD HOOK
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FINISH GRADE
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SEE SITE PLAN
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REINFORCEMENT, LAP 25"
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DOWEL TO MATCH WALL
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4" CONC. SLAB
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ON GRADE
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CONCRETE STRIP FOOTING SEE PLAN
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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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DEPTH
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1'-0"
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1'-0"
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1'-0"
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1'-0"
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1'-0"
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PAD FOOTING SCHEDULE
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D
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E
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4'-0"
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5'-0"
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4'-0"
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2'-6"
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TYPE
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B
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A
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C
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USED
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WIDTH
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3'-0"
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2'-6"
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3'-6"
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LENGTH
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3'-0"
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2'-6"
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3'-6"
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5-#5
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6-#5
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5-#5
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3-#5
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-
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-
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BOTTOM REINF.
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4-#5
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3-#5
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4-#5
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SHORT WAY
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LONG WAY
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4-#5
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3-#5
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4-#5
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REMARKS
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-
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-
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-
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F
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2'-6"
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4'-0"
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1'-0"
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3-#5
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5-#5
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-
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F7
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CONT.
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2'-0"
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1'-0"
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3-#5
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NOTE: REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. ADD CORNER BAR 25"x25" AT EACH LONGITUDINAL BAR, SEE 6/S-3.
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BRASS FLOOR OUTLET W/ SWITCH
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RETAINING WALL AT POOL DECK, SEE PLAN BY OTHERS FOR LOCATION
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UP TO 6 COURSE STEMWALL, GROUT SOLID
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8"X16" HYDROSTATIC VENT REQUIRED 'HV' SERVICES 128 SQ. FT. PER VENT. 482 SQ. FT./ 128 SQ. FT. = 3.77 SQ. FT., USE 4 VENTS, BOTTOM OF VENTS 12" MAX ABOVE FLOOR.
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F2
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F2
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F2
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F7
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F2
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F7
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S-5
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8
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S-5
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7
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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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S-5
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9
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S-5
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8
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RETAINING WALL AT POOL DECK, SEE PLAN BY OTHERS FOR LOCATION
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: C
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SA P
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RESI
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G.C.
D. J
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: 107
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ADDR
ESS:
1230
CAL
OOSA
POI
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DR
JSL
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SPEC
Phon
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39) 5
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822
Fax
(239
) 540
-775
9
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Coa
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This
sign
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for w
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D.R.
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: 578
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06
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S-2 F
ROOF
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3461
- EX
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/ P. B
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H1
H2
H3
H4
H5
H6
H
J
1
0
H
J
1
0
H
CJ1A
CJ3A
CJ5A
CJ1A
CJ3A
CJ5A
CJ1A
CJ3H
CJ5H
CJ1A
CJ3H
CJ5H
H12
H11
H10
H9
H8
H6
H
J
1
0
H
J
1
0
EJ7C
CJ1A
CJ3A
CJ5A
CJ1A
CJ3A
CJ5A
EJ7C
CJ1A
CJ3A
CJ5A
CJ1A
CJ3A
CJ5A
H7
H7
K01
K02
K03
K04
K05
EJ7A(8)EJ7H(5)
EJ7A(3) EJ7A(4)
F18
FT10
F2
FT6
FT8
F19
F19
FG3
F10
F2
F4
F1
F9
F20
F21
F22
C1
H
J
7
H
J
7
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
A1
H
J
7
A
CJX
CJ3B
CJ5
CJX
CJ3C
CJ5B
C2
C3
B5
B4
B3
B2
B1
A2
A3
D04
D03
H
J
4
CJ1
CJ1
EJ3
H
J
4
CJ1
CJ1
EJ3
E1
H
J
7
CJ1
CJ3A
CJ5
CJ1
CJ3A
CJ5
H
J
7
CJ1
CJ3A
CJ5
CJ1
CJ3A
CJ5
A4
D01
D02
EJ3A
EJ3A
FT1
FT9
FT4
FT7
C8
C9
H
J
1
0
B
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
EJ6
EJ6
EJ6
EJ6
EJ6
C3
C3
C5
C7
C7
V2
V4
V6
V3A
V6A
EJ7B(7)
EJ7(9)
EJ7D(3)
EJ7(4)
F3(11)
F8(4)
F13(2) FT3(3)F11(3)F12(4)F15(6)
E2(6)
F5(7)
EJ7(6)
CJ1A
CJ3A
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STUD BEARING WALL
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2 X 4 OR 2 X 6
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SPF #2 @ 16' O.C.
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W/ BLOCKING AT MID HEIGHT
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SEE DETAIL
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9/S-3 WHERE LINTEL
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AT LANIA/ ENTRY
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INTERSECTING MAIN
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WALL, TYPICAL.
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6'-0" X 3'-0" A/C PAD
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PLAN NOTES: 1) ROOF TRUSS BEARING ELEVATION VARIES, SEE PLAN. ROOF TRUSS BEARING ELEVATION VARIES, SEE PLAN. 2) ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED BY A DELEGATED TRUSS ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER PER DESIGN CRITERIA ON SHEET S-3. 3) PROVIDE STRAPPING AT ROOF TRUSSES AND STUD BEARING WALLS PER NOTES ON PROVIDE STRAPPING AT ROOF TRUSSES AND STUD BEARING WALLS PER NOTES ON THIS SHEET. 4) FOR NAILING OF ROOF DECK, SEE DETAIL 1 AND 2 ON SHEET S-3 AND TABLE 3 FOR NAILING OF ROOF DECK, SEE DETAIL 1 AND 2 ON SHEET S-3 AND TABLE 3 ON A-6. 5) NAIL MULTI-PLY WOOD POSTS AND BEAMS PER DETAIL 11/S-3. NAIL MULTI-PLY WOOD POSTS AND BEAMS PER DETAIL 11/S-3. 6) 'SW' DENOTES WOOD PANEL SHEARWALL PER SPECIFICATION ON THIS SHEET.'SW' DENOTES WOOD PANEL SHEARWALL PER SPECIFICATION ON THIS SHEET.
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%%uW1 = %%oWINDOW TO 4'-6"
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2 - 2x12
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2 - SPTH4
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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 IS
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ADJACENT TO SHEARWALL
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%%UPRECAST LINTEL SCHEDULE
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%%U8F8-1B
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%%U8F8-0B
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'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"
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8" PRECAST LINTEL
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%%U8F16-1B/1T
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1 #5 BOTTOM
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1 #5 TOP
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AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
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WALL ABOVE WITH BOND BEAM AT TOP
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#5 VERTICAL, ABOVE LINTEL ONLY WHERE NOTED ON PLAN
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HOOK #5 BAR INTO TOP OF BOND BEAM
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HIP
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HIP
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RIDGE
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RIDGE
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RIDGE
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HIP
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HIP
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VALLEY
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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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H.B.
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VALLEY
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%%u%%oMASTER SUITE
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COFFERED CLG.
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10'-0" FLAT CLG.
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%%u%%oFOYER
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COFFER
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%%u%%oGARAGE
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%%u%%oGREAT ROOM
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%%u%%oKITCHEN
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%%u%%oCAFE
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%%u%%oLNDRY.
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%%u%%oPWDR.
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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%%u%%oW.I.C.
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%%u%%oLANAI
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10'-0" FLAT CLG.
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%%u%%oSTUDY
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10'-0" FLAT CLG.
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%%u%%oMSTR BATH
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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%%u%%oENTRY
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PANTRY
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%%u%%oBEDROOM #2
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9'-4" FLAT CLG.
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%%u%%oBEDROOM #3
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9'-4" FLAT CLG.
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%%u%%oBEDROOM #4
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9'-4" FLAT CLG.
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%%U%%OGAME ROOM
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9'-4" FLAT CLG.
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COFFERED CLG.
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9'-4" FLAT CLG.
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9'-4" FLAT CLG.
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9'-4" FLAT CLG.
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%%u%%oW.I.C.
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%%u%%oW.I.C.
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%%u%%oW.I.C.
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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W1
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SW
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HIP
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RIDGE
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HIP
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VALLEY
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HIP
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W1
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W2
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W1
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W1
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SW
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SW
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SW
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SW
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SW
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SW
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F16-1B/1T
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F16-1B/1T
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%%U8F16-1B/1T
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%%U8F8-1B GROUT TO 11'-0"
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%%U8F8-1B
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%%U8F8-1B
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W1
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VALLEY
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HIP
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SCALE: 3/16" = 1'-0"
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%%U%%O1ST FLOOR AND LOWER ROOF FRAMING PLAN "F":%%O
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SCALE: 3/16" = 1'-0"
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%%U%%OUPPER ROOF FRAMING PLAN "F":%%O
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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COFFERED CLG.
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H.B.
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%%u%%oBATH #2
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%%u%%oBATH #3
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LINE OF 2ND FLOOR
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2-HTA16-18
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@ C1
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2-HTA16-18
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@ C8
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2-HTA16-18
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@ B5
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2-HTA16-18
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@ B5
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2-MSTA24
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2-JACK STUDS
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HTT45 BOTTOM
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4-2X4 POST
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NO STRAPS
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NO UPLIFT
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4-2X4 POST
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NO STRAPS
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NO UPLIFT
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3-2X4 POST
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NO STRAPS
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NO UPLIFT
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2-HTT45 ABOVE & BELOW
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FT4, 5-1/4"X5-1/4" PSL
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POST W/ 2-HTT45 BOTTOM
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1-HTT45 @ FT4
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W/ 5/8"%%c
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ALLTHREAD DRILL
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& EPOXY 12" EMBED
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STRAP THIS WALL
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ONLY W/ SPH4 BOTTOM
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BOTTOM @ 16" O.C.
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AND 1/2"X6" EXP. BOLT
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@ 32" O.C. W/ 2" WASHER
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1-HTA16-18
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@ FT9
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1-HTA20 @ FT9
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1-HTT45 @ FT9
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W/ 5/8"%%c
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ALLTHREAD DRILL
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& EPOXY 12" EMBED
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1-HTA20 AND
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1-HTA16-18 @ B1
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GIRDER FT9 BEARS @ 10'-0"
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1-HTA16-18
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@ FLOOR TRUSS
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STUD BEARING WALL,
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2X4 SPF #2 @ 16" O.C.
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W/ BLOCKING AT MIDHEIGHT,
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NO STRAPS, NO UPLIFT
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FIR BOTH SIDES TO 12" WIDE.
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2X8
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S-4
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7
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S-4
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S-4
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1
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S-4
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2
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S-4
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3
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S-4
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S-5
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5
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5
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1-HTA20 @ FT2
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1-HTA16-18 @ 32" O.C. @ INSIDE FACE OF TRUSS
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OUTLOOKERS PER DETAIL 8/S-4
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6
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BEARING HEIGHT
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= BEARING @ 10'-0" A.F.F.
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= BEARING @ 21'-4" A.F.F.
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= BEARING @ 11'-0" A.F.F.
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= INTERIOR STUD BEARING @ 10'-0" A.F.F.
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S-5
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7
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W
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D
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LT
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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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LAST RISER
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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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A
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A-4
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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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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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%%uW2 = %%oWINDOW TO 6'-6"
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2 - 2x12
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2 - SPTH4
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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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NAILED TO HEADER
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STRAP AT TRUSS
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TRUSS
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OMIT SILL AT DOOR
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(OR UP TO 13'-6" WITH ONLY 7' JACK TRUSSES ABOVE)
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S-5
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4
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W1
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W1
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SW
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1-HTT45 @ A1
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W/ 5/8"%%c
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ALLTHREAD DRILL
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& EPOXY 12" EMBED
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S-4
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4
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5-1/4"X5-1/4" PSL POST @ FT7 NO STRAPS NO UPLIFT
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1-HTA20 @ FT7
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2-HTA16-18 @ D04
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CB2
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CB3
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NON-BEARING
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NON-BEARING
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%%U8F16-1B/1T
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MF
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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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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 12/S-3. 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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TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY BUILDERS FIRST SOURCE, JOB #: MASTER, DATED: 08/30/18, REVISED: NONE
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2-HTW20 @ H12
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3-2X4 POST
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3-MSTA24 BOTTOM
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2-HTW20 @ H12
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3-2X4 POST
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3-RS18 BOTTOM
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2-HTW20 @ H1
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3-2X4 POST
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3-MSTA24 BOTTOM
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2-HTW20 @ H1
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3-2X4 POST
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3-RS18 BOTTOM
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1-HTW20 TYP.
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@ STUD WALL
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ROOF SHEATHING
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8d RING SHANK
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@ 6" O.C.
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16d NAILS @
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8" O.C.
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ROOF TRUSS
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BEVELED BLOCKING
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2" X ( ) BLOCKING W/ BEVEL CUT TOP, BLOCKING CAN BE ON EITHER SIDE OF TRUSS
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WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES. INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET (DR HORTON REQUIRMENT )
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OUTLOOKERS PER DETAIL 8/S-4
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1-HTW20 TYP. @ STUD WALL
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(+44.6, -59.6)
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(+40.7, -44.1)
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(+40.7, -44.1)
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(+40.7, -44.1)
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(+40.7, -44.1)
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(+44.6, -59.6)
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(+44.6, -48.3)
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(+39.1, -44.3)
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(+39.1, -44.3)
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(+44.6, -48.3)
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%%U8F8-0B
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(+44.6, -48.3)
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(+37.5, -41.9)
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%%U8F8-1B
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NOTES: 1. THE DISTANCE FROM THE FACE OF SUPPORT TO THE FIRST TIE OR STIRRUP SHALL BE 1/2 THE TIE SPACING, OR 6" MAX. (ie, FOR TIE SPACING = 6", LOCATE FIRST TIE 3" FROM FACE OF COLUMN). 2. BOTTOM BARS ARE IN 2 LAYERS AND SHALL HAVE 1" CLEAR SPACE BETWEEN LAYERS AS SHOWN IN DETAIL.
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'L2' 2ND LAYER OF BOTTOM REINFORCING, IF SPECIFIED
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s
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s = MINIMUM CLEAR SPACE BETWEEN BARS WHICH IS THE LARGEST OF 1" OR 1 BAR DIAMETER OR 1.33 x MAX. AGGREGATE DIAMETER
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'L1' BOTTOM REINFORCING
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USED
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CONCRETE BEAM
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s
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#3 STIRRUP WITH #5 & #6 BARS. #4 STIRRUP WITH #7 - #11 BARS.
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TOP REINFORCING
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TIE & STIRRUP TYPES
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1
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3
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2
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TYPE
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CAST-IN-PLACE CONCRETE BEAM SCHEDULE
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BOT 'L2'
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#3 TIES
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BOT 'L1'
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TOP BARS
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I.D.
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W x D
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2-#5
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2-#5
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CB1
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CB2
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8"x16"
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8"x16"
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2-#5
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2-#5
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-
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1,2,3
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-
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7" OC
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NOTES
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4-#6
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CB3
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12"x16"
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2-#6
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1,2,3
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7" OC
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WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES. INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET (DR HORTON REQUIRMENT )
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2-HTA20 @ D04
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1-HTA20 @ A2 & A3
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2-HTA16-18
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@ C1
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1-HTA16-18
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@ C8
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(+44.6, -59.6)
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(+44.6, -59.6)
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(+37.5, -41.9)
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(+44.6, -59.6)
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(+44.6, -48.3)
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(+44.6, -48.3)
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(+44.6, -48.3)
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(+44.6, -48.3)
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(+44.6, -48.3)
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(+44.6, -48.3)
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(+44.6, -48.3)
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(+44.6, -59.6)
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(+44.6, -48.3)
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(+44.6, -48.3) WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE D, 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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1-HTA16-18
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@ C8
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2-2X4 POST NO STRAPS NO UPLIFT
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H.V.
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H.V.
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H.V.
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H.V.
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H.B.
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LINTELS BEAR 4" MIN. EACH END
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EDGE OF POOL DECK BY OTHERS
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EDGE OF POOL DECK BY OTHERS
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SW
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SW
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S-5
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8
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S-5
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8
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SUSPENDED HEADER PER 6/S-5
H O
M E
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913
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2
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6
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10
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3
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8
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7
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1
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5
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4
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NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 20' X 20' MAXIMUM SQUARES. 2) SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT.
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~w" DEEP SAWCUT w/ ELASTOMERIC SEALANT
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SLAB ON GRADE, SEE PLAN
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%%USLAB SAWCUT DETAIL
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SCALE: NTS
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12
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11
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%%UCORNER BARS
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SCALE: NTS
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%%USTEP FOOTING
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SCALE: NTS
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FINISHED GRADE, SEE SITE PLAN
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3" CLEAR COVER TO REINFORCING
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EMBED DOWELS 6" WITH 10" STD HOOK
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MONOLITHIC FOOTING, SEE PLAN
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DOWEL TO MATCH WALL REINFORCING, LAP 30"
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VARIES
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%%UMONOLITHIC FOOTINGS
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SCALE: 3/4" = 1'-0"
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%%UINTERIOR
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B
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A
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%%UEDGE
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%%UGARAGE
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D
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%%USTEPDOWN
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C
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3" COVER
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MAINTAIN FOOTING WIDTH & DEPTH AT ALL VERT. AND HORIZ. SEGMENTS
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FOOTING REINF., SEE PLAN. LAP 40 BAR DIAMETERS
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MAINTAIN RUN TO RISE OF 2:1 OR MORE
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%%UFOOTING
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%%UPLAN VIEW
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FOOTING REINF., SEE PLAN
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LAP CORNER BARS 40 BAR DIAMETERS
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CONCRETE FOOTING, SEE PLAN
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SCALE: NTS
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%%UROOF DECK NAILING PATTERN
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%%UTYPICAL
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%%UPLAN
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%%UHOUSE
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8d RING SHANK NAILS 6" O.C. EDGE AND 6" OC FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS WITHOUT SPLITTING.
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%%URETROFIT UPLIFT CONNECTOR SCHEDULE
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#5 CORNER BAR, 25"x25"
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MASONRY BOND BEAM, TYPICAL
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%%UCORNER
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%%UCORNER BAR DETAIL IN BOND BEAMS
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SCALE: 3/4" = 1'-0"
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SCALE: 3/4" = 1'-0"
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#5 CORNER BAR, 25"x25"
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MASONRY BOND BEAM, TYPICAL
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%%UINTERSECTION
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%%UNAILING OF MULTI-PLY POST AND BEAMS
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SCALE: NTS
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%%U2 0R 3 PLY 2x4
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NAIL FROM OTHER SIDE OF 2nd PLY.
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IF ~8" FLITCH IS USED BETWEEN PLYS, USE 12d OR 16d NAILS INSTEAD OF 10d. (FLITCH IS NOT REQUIRED STRUCTURALLY)
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3 ROWS 10d @ 12"OC AND 2~8" FROM ENDS
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NAIL FROM OTHER SIDE OF 2nd PLY.
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%%U2 0R 3 PLY 2x6 OR 2x8
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2 OR 3 PLY LVL
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%%UBEAMS
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ADD 3rd 2x6 OR 2x8
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DOUBLE ROW OF NAILS INTO 3rd PLY.
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3 ROWS 16d @ 12"OC AND 2~8" FROM ENDS
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2"
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%%U10d NAILS
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2 OR 3 PLY LUMBER
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1~8"
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%%UPOSTS
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3rd 2x4
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2 ROWS OF NAILS INTO 3rd PLY
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%%U10d NAILS
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%%USTRAP UPPER STUDS TO MASONRY WALL
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SCALE: 3/4" = 1'-0"
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SCALE: 3/4" = 1'-0"
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WHERE STUD ALIGNS w/ TRUSS, MSTA24 STRAP @ 32" OC w/ 18-10d NAILS
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RS16 STRAP @ 32" OC w/ 8-10d TO STUD AND (4)~4"x2~4" CONCRETE SCREW TO MASONRY
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SET UPPER SCREW 1~8" FROM TOP OF MASONRY
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SEE PLAN
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8" MASONRY
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HTA16-18
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TRUSS
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SILL
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STUD
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FLOOR SHEATHING
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UP TO 6 COURSE STEMWALL, GROUT SOLID
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SLAB ON GRADE, SEE PLAN
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FINISHED GRADE, SEE SITE PLAN
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DOWEL TO MATCH WALL REINFORCING, LAP 25"
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3" CLEAR COVER TO REINFORCING
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%%USTEMWALL DETAILS
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SCALE: 3/4" = 1'-0"
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EMBED DOWELS 5" WITH 10" STD HOOK
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CONCRETE STRIP FOOTING SEE PLAN
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%%UTYPICAL
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%%UHOUSE
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B
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%%UGARAGE
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%%USTEPDOWN
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%%UGARAGE
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C
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%%UGARAGE
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%%UGARAGE
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%%UHOUSE
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A
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9
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8"x8" BOND BEAM w/ 1-#5
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#5 VERTICAL IN GROUTED CELL AT DOT LOCATIONS ON PLAN
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7" STANDARD HOOK INTO TOP OF BOND BEAM (MAY USE 7"x25" BENT BAR)
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#5 VERT. AT INTERSECTION OF BOND BEAM w/ 7" HOOK AT TOP
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HOOK BAR INTO TOP OF UPPER BOND BEAM
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%%USTEPPED BOND BEAM & REINFORCING
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MASONRY WALL
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VERTICAL BAR IN GROUTED CELL, SEE PLAN
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SCALE: 3/4" = 1'-0"
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UPPER BOND BEAM, SEE PLAN
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LAP CORNER BARS 40 BAR DIAMETERS
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BEARING
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HOOK OR CORNER BAR
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VERTICAL BOND BEAM, 8"x8" CMU w/ #5 VERTICAL
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LINTEL AT LANAI OR ENTRY, '8F16-1B/1T' (8"x16" FILLED SOLID, 1#5 BOTTOM, 1-#5 TOP)
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DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL 1. FLOOR & ROOF UNIFORM LOADS: ELEVATED FLOORS: LIVE LOAD 40 PSF, DEAD LOAD 20 PSF ROOF: LIVE TOP CHORD 20 PSF LIVE BOTTOM CHORD 10 PSF (NON-CONCURRENT w/ TCLL) CEMENT ROOF TILE DEAD LOAD 25 PSF TOTAL SHINGLE/METAL ROOFING DEAD LOAD 15 PSF TOTAL MINIMUM DEAD LOAD FOR WIND: TC 5 PSF, BC 5 PSF DEFLECTION CRITERIA: FLOOR L/480 LIVE, L/360 TOTAL ROOF L/240 LIVE, L/180 TOTAL 2. WIND LOADS: WIND DESIGN PER ASCE7-10 BASIC WIND SPEED (ASCE7-10) 160 MPH NOMINAL WIND SPEED (Vasd TABLE R301.2.1.3) 124 MPH BUILDING CATEGORY II IMPORTANCE FACTOR 1.00 EXPOSURE D MEAN ROOF HEIGHT = 25 FT ROOF PITCH 4/12 & 6/12 ENCLOSURE CLASS. ENCLOSED INTERNAL PRES. COEFF. +/- 0.18 WINDOW/DOOR DESIGN WIND PRESSURE, SEE TABLE IN DETAIL 3. SOFFITS - PER R703.1.2.1, ALL SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED IN TABLE R301.2(2) FOR WALLS. 3. REINFORCED CONCRETE: DESIGN AS PER ACI 318-14 REQUIRED COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE f'c = 2500 PSI 3~8" MINIMUM THICKNESS REINFORCED WITH 6x6 w1.4xw1.4 WWF OR FIBERMESH. CONVENTIONAL SHALLOW FOOTINGS f'c = 2500 PSI BEAMS AND COLUMNS f'c = 3000 PSI ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS 3" SLAB ON GRADE CENTERED BEAMS 1~8" COLUMNS 1~8" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. REINFORCING STEEL - ASTM A615 GRADE 40 FOR #3 GRADE 60 FOR #4 TO #11 WELDED WIRE FABRIC - ASTM A185 SPLICES IN REINFORCING, SHALL BE 40 BAR DIAMETERS. NON-CONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING IS NOT SPACED MORE THAN 5" APART FOR #5 BARS. FORMWORK AND SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS REACHED AT LEAST 2/3 OF THE REQUIRED 28 DAY STRENGTH. 4. REINFORCED MASONRY: DESIGN PER ACI 530-13 REQUIRED COMPRESSIVE STRENGTHS: MASONRY WALLS f'm = 1500 PSI REINFORCING STEEL - ASTM A615 GRADE 60. SPLICES IN REINFORCING, SHALL BE 48 BAR DIAMETERS. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. ALL CELLS BELOW FINISHED GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AT DOT LOCATIONS ON PLAN. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" OC VERTICALLY, UNLESS NOTED OTHERWISE. IN ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE AND BELOW OPENINGS, EXTENDING AT LEAST 24" BEYOND THE OPENING. LAP JOINT REINFORCING 6" MINIMUM. 5. DELEGATED-ENGINEERED WOOD ROOF & FLOOR TRUSSES: ALL WOOD ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY A DELEGATED TRUSS ENGINEER PER RULE 61G15-31.003 OF THE FLORIDA ADMINISTRATIVE CODE. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." FOR OTHER BRACING REQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. 6. FOUNDATION: CONVENTIONAL SHALLOW CONCRETE FOOTINGS SOIL BEARING CAPACITY 1500 PSF SOIL BEARING CAPACITY PER GEOTECH REPORT BY UNIVERSAL ENGINEERING SCIENCES, PROJECT NUMBER: 0530.1100053.0000, DATED: 02/27/18. FOOTING SIZES HAVE BEEN INCREASED TO ACCOUNT FOR LOWER THAN NORMAL BEARING CAPACITY. 7. DIMENSIONS: VERIFY ALL DIMENSIONS WITH HOUSE PLANS. SEE HOUSE PLANS, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 8. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER FOR REVIEW FOR ALL STRUCTURAL ELEMENTS UTILIZING PREFABRICATED COMPONENTS. ONE SET OF SIGNED & SEALED TRUSS ENGINEERING SHALL BE DELIVERED TO THE ENGINEER OF RECORD FOR THE STRUCTURE PER FLORIDA ADMINISTRATIVE CODE 61G15-30.005 AND 61G15-31.003.
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EXTERIOR CEILING OR SOFFIT
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NOTE: EXAMINE ALL SECTIONS AND DETAILS FOR SPECIAL NAILING : EXAMINE ALL SECTIONS AND DETAILS FOR SPECIAL NAILING AND BLOCKING CONDITIONS SUCH AS SHEARWALLS 'SW'.
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APA RATED STURDI-FLOOR, EXPOSURE 1, TONGUE & GROOVE EDGES, SPAN RATING 48/24 OR BETTER, GLUE AND NAIL W/ 10d COMMON @ 6" O.C. EDGE & FIELD
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(RING SHANK NAILS PER R803.2.3.1: 0.113" NOMINAL SHANK DIAMETER, RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL ROUND HEAD, 2" NAIL LENGTH)
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FLOOR
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EXTERIOR STUD WALL
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A.P.A. RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER. FASTEN WITH 8d RING SHANK NAILS @ 6" O.C. EDGE AND 6" O.C. FIELD.
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ROOF
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7/16" ZIP SYSTEM WALL SHEATHING BY HUBER ENGINEERED WOODS LLC, NAILED W/ 8d COMMON WIRE @ 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. INSTALL SHEATHING AND SEAM TAPE IN STRICT ACCORDANCE WITH MFR. WRITTEN INSTRUCTIONS.
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SHEATHING SCHEDULE
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NOTES: 1) WHERE EMBEDDED STRAP IS MISSING OR MIS-LOCATED, PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE USP. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. 3) CONCRETE SCREW SHALL BE WEDGE-BOLT+, TITEN, TAPCON OR EQUIVALENT.
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1-HTWM16 or 20
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2-LUGT2
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HGT-2/3
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2-HTWM16 or 20
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CONNECTOR
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1-HTWM16 or 20
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RETROFIT STRAPS TO CONCRETE/MASONRY
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TO 9790
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TRUSS UPLIFT (LBS)
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TO 1145
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TO 4520
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TO 2290
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TO 3610
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TO 1145
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@ 24" OC
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HTT16
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8-10dx1~8", 4-~4x2~4 CONCRETE SCREW
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EPOXY 12" EMBED WITH USP SET.
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8-10dx1~8", 4-~4x2~4 CONCRETE SCREW
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8-10dx1~8", 4-~4x2~4 CONCRETE SCREW
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16-16d, 7-~4"x2~4" CONCRETE SCREW
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18-10d, ~0"~D ALLTHREAD, DRILL
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& EPOXY 10" EMBED w/ USP SET.
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TWO ~w"~D ALTHREAD, DRILL &
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NOTE: EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED : EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED HERE MEET THE DESIGN WIND PRESSURES PER R703.1.2.1.
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OPTIONS: 1) 1x4 STRIPPING @ 16"OC w/ 2-8d NAILS TO EACH TRUSS, ~0" EXTERIOR GYPBOARD CEILING, FASTEN w/8d NAILS OR 1~0" DRYWALL SCREWS @ 6"OC EDGE & FIELD. 2) ~6" BC PLYWOOD NAILED w/ 6d COMMON @ 6" OC EDGE & FIELD. 3) VINYL OR ALUMINUM PERFORATED SOFFIT INSTALLED PER MANUFACTURER INSTRUCTIONS TO MEET WIND PRESSURES PER R703.1.2.1.
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%%UTYPICAL
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5
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IN ZONE 5, MANUFACTURED SOFFIT PRODUCTS MAY REQUIRE ADDITIONAL BATTONS OR FASTENING PER MFR ENGINEERING SPEC SHEETS TO MEET THE PRESSURE REQUIREMENTS.
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%%UPLAN
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%%UHOUSE
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5
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5
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4
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4
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4
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5
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5
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WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE D, AND CONVERTED
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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WINDOW/DOOR/SOFFIT DESIGN WIND PRESSURES
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1) TABLE MAY BE USED FOR ANY SIZE WINDOW OR DOOR IN EACH TYPE. 2) USE "INTERIOR ZONE 4" PRESSURES UNLESS WINDOW OR DOOR IS LOCATED WITHIN THE "END ZONE 5" (SEE DIAGRAM BELOW), THEN USE THE HIGHER PRESSURES UNDER THE "END ZONE 5" COLUMN. 3) ALL GLASS / GLAZING SHALL BE IMPACT RATED OR USE IMPACT RATED SHUTTERS. 4) SUBMIT PRODUCT APPROVALS TO THE BUILDING DEPARTMENT AS REQUIRED BY THE LOCAL JURISDICTION. 5) MANUFACTURED SOFFIT PRODUCTS SHALL BE INSTALLED PER MFR ENGINEERING SPEC SHEETS.
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(SEE PLAN FOR OTHER SPECIFIC PRESSURES)
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+44.6 -48.3
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INTERIOR ZONE 4
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(Vasd=124 MPH, RISK CAT II, ENCLOSED, kd=0.85, h=25')
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+44.6 -48.3
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16' OR 18' GARAGE DOORS
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TYPICAL WINDOWS & DOORS
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8' OR 9' GARAGE DOORS
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TYPE
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SOFFIT
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* ON IRREGULAR SHAPED BUILDINGS, THERE IS NO GUIDANCE IN THE CODE FOR HOW FAR A CORNER MUST PROTRUDE FROM THE MAIN BUILDING TO BE CONSIDERED 'ZONE 5'. WE HAVE CHOSEN >15'. THIS IS SUBJECT TO JUDGEMENT CALL BY THE AUTHORITY HAVING JURISDICTION.
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5
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4
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4
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WIDTH = ______
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5'-0"
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5
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4
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5
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ZONE
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END
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+37.5 -41.9
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+39.1 -44.3
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+44.6 -59.6
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END ZONE 5
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+44.6 -59.6
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MEASURED FROM
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FACE OF WALL
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5
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5
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4
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END ZONE 5 PRESSURES OCCUR AT "PRIMARY" OUTSIDE CORNERS OF BUILDING (BOLD LINES)
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INTERIOR ZONE 4 PRESSURES
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S-3
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3
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REVISIONS
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BY
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SHEET
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SCALE
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DATE
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CHECKED
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DESIGN/DRAWN
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SHEET OF
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(239) 549-4554
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CA# 8829
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STRUCTURAL
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SYSTEMS
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OF NORTH FLORIDA
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1634 S.E. 47th STREET, SUITE #3
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CAPE CORAL, FL 33904
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STRUCTURAL ENGINEERING:
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DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
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JOB NO.
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DWB/DWB
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DWB
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04/05/19
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AS NOTED
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DR10764
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5
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FOR BUILDERS FIRST SOURCE TRUSS, 2 CAR GARAGE, 160 MPH, EXPOSURE D, ELEVATION F, JOB # MASTER, DATED: 08/30/18, REVISED: NONE
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MODEL 3461 F
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STRUCTURAL DETAILS FOR
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1230 CALOOSA POINTE DRIVE FORT MYERS, FLORIDA LOT: 6 SUBDIVISION: CALOOSA POINTE
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2 CAR GARAGE
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GIRDER FT9
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B1
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2x8 BLOCKING w/ 3-16d TO LEDGER
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2x4 LEDGER
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BLOCKING AT MIDHEIGHT
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F15
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FLOOR SHEATHING PER SCHEDULE 2/S-3
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WALL SHEATHING PER SCHEDULE 2/S-3
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ROOF SHEATHING PER SCHEDULE 2/S-3
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MSTA24 @ 32" O.C.
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%%USECTION AT GARAGE
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SCALE: 3/4" = 1'-0"
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1
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HANGER
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+10'-0"
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+11'-11~4"
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GIRDER FT9
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+10'-0"
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+11'-11~4"
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FLOOR SHEATHING PER SCHEDULE 2/S-3
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B1
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2x4 LEDGER
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BLOCKING AT MIDHEIGHT
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WALL SHEATHING PER SCHEDULE 2/S-3
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FIRRING
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2x4 LEDGER
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MSTA24 @ 32" O.C. FROM UPPER STUD TO TRUSS
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%%USECTION AT GARAGE
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SCALE: 3/4" = 1'-0"
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2
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ROOF SHEATHING PER SCHEDULE 2/S-3
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B2
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A3
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NON BEARING, NO STRAP
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FT4
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2x8 BLOCKING
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WALL SHEATHING PER SCHEDULE 2/S-3
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2x4 LEDGER
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FLOOR SHEATHING PER SCHEDULE 2/S-3
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+10'-0"
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+11'-11~4"
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2x6 DOUBLE TOP PLATE
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NON BEARING
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2x4 LEDGER
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MSTA24 @ 32" O.C. FROM UPPER STUD TO TRUSS
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5~4x5~4 PSL POST
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2x6 PT SILL PLATE
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D FOOTING
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6
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%%USECTION AT B4
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SCALE: 3/4" = 1'-0"
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~0" THRUBOLT
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2-HTT45 ABOVE AND BELOW AT B4
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2-HTT45 w/ ~0" ALLTHREAD, DRILL & EPOXY 12" EMBED
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ROOF SHEATHING PER SCHEDULE 2/S-3
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FIRRING
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WALL TO ROOF WEEP SCREED
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WALL TO ROOF WEEP SCREED
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WALL TO ROOF WEEP SCREED
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F12
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HANGER
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7
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2x4 SYP #2 SILL PLATE
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HOLD FLOOR TRUSS BACK ~w" FOR WALL SHEATHING AND STUCCO
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%%U2 STORY WITH FLOOR TRUSS PARALLEL
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8" CMU WALL, REINFORCE w/ #5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN
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SCALE: 3/4" - 1'-0"
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HTA16-18 @ 32" O.C. AT INSIDE FACE OF TRUSS
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VERTICAL BAR SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
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WOOD FLOOR TRUSS, SEE MFR. LAYOUT
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8"x8" MASONRY BOND BEAM w/ 1-#5 CONTINUOUS
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RS16 STRAP @ 32" O.C., SEE DETAIL 10/S-3
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FIN FLOOR EL
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SEE HOUSE PLANS
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WALL SHEATHING, SEE SCHEDULE
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2x4 SYP #2 STUDS @ 16" O.C.
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+10'-0"
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GIRDER FT1
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+10'-0"
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+11'-11~4"
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HANGER
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F5
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FLOOR SHEATHING PER SCHEDULE 2/S-3
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ROOF SHEATHING PER SCHEDULE 2/S-3
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2x4 LEDGER
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WALL SHEATHING PER SCHEDULE 2/S-3
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MSTA24 @ 32" O.C. FROM UPPER STUD TO TRUSS
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%%USECTION AT FT1
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5
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SCALE: 3/4" = 1'-0"
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(WEBS NOT SHOWN)
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BLOCKING AT MIDHEIGHT
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WALL TO ROOF WEEP SCREED
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+11'-11~4"
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C9
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2x4 SYP #2 STUDS @ 16"O.C.
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2x4 SYP #2 STUDS @ 16"O.C.
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2x4 SYP #2 STUDS @ 16" O.C.
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C8
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2x4 SYP #2 STUDS @ 16" O.C.
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F1
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BLOCKING AT MIDHEIGHT
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3
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ROOF SHEATHING PER SCHEDULE 2/S-3
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A3
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FT3
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+10'-0"
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+11'-11~4"
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FLOOR SHEATHING PER SCHEDULE 2/S-3
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2x4 LEDGER
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2x8 BLOCKING w/ 3-16d TO LEDGER
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FG3
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%%USECTION AT FG3
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SCALE: 3/4" = 1'-0"
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RS18 @ 32" O.C. FROM UPPER STUD TO LOWER STUD
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WALL TO ROOF WEEP SCREED
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2x4 SYP #2 STUDS @ 16" O.C., ALIGN UPPER STUDS WITH LOWER STUDS
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2x4 SPF #2 STUDS @ 16" O.C., ALIGN WITH UPPER STUDS
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+11'-0"
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!NOTICE! ALIGN UPPER STUDS WITH LOWER STUDS
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BLOCKING AT MIDHEIGHT
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WALL SHEATHING PER SCHEDULE 2/S-3
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+/-8'-0" DOOR HEAD HEIGHT
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FLOOR SHEATHING PER SCHEDULE 2/S-3
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+11'-11~4"
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+10'-0"
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+11'-0"
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HTA16-18 @ EACH TRUSS
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EXTEND WALL SHEATHING TO BOTTOM OF FLOOR TRUSS
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WALL SHEATHING PER SCHEDULE 2/S-3
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RS16 STRAP @ 32" O.C. FROM STUD TO MASONRY
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SCALE: 3/4" = 1'-0"
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%%USECTION AT SLIDING DOOR
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4
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(WEBS NOT SHOWN)
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BLOCKING AT MIDHEIGHT
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WALL TO ROOF WEEP SCREED
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2x4 SYP #2 @ 16" O.C.
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C8
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ROOF SHEATHING PER SCHEDULE 2/S-3
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EJ6
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HANGER
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12
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4
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2x4 BLOCKING
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At Exterior Stud Walls and Gable Ends with Wall Sheathing, apply plaster over metal lath over water resistive barrier as follows: Plaster R703.7.2: 3-coat 7/8" thick portland cement based : 3-coat 7/8" thick portland cement based thick portland cement based plaster per ASTM C926. Metal Lath R703.7.1: Self furring paper backed 2.5lb diamond : Self furring paper backed 2.5lb diamond mesh metal lath per ASTM C847, G60 galvanized, fastened per ASTM C1063 with 1-1/2” long, 11 gage nails long, 11 gage nails with 7/16” head (roofing head (roofing nails) at 7” oc, or 1-1/2” long, 16 gage staples at 6” oc, into oc, or 1-1/2” long, 16 gage staples at 6” oc, into long, 16 gage staples at 6” oc, into oc, into the framing members (ie, the nails or staples must align with and penetrate 3/4” into the framing studs). into the framing studs). Water Resistive Barrier (WRB) R703.7.3: Water-resistive : Water-resistive vapor-permeable barrier with a performance at least equivalent to 2 layers of Grade D paper. The individual layers shall be installed independently. An approved house wrap may be used for the 1st layer and metal lath with approved paper backing may be the 2nd layer (Note: ZIP wall sheathing with seam tape qualifies as the first layer).
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2x8 BLOCKING w/ 3-16d NAILS TO 2x4 LEDGER
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BLOCKING AT MIDHEIGHT
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FLOOR SHEATHING PER SCHEDULE 2/S-3
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%%UOUTLOOKER DETAIL
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SCALE: N.T.S.
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2x4 OUTLOOKER
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ROOF SHEATHING, SEE SCHEDULE.
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RT7A CLIP @ EA. OUTLOOKER TO TRUSS
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TRUSS TOP CHORD, DROP 3~8"
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2x4 BLOCK AT
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SHEATHING JOINT
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3-12d TOE NAILS
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2x4 BLOCKING
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THIS DETAIL ONLY USED FOR ELEVATION F
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WALL SHEATHING PER SCHEDULE
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2x8 BOTTOM PLATE w/ 2-16d INTO STUDS AND 16d @ 12" OC INTO PT LEDGER
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2x4 STUDS AND BLOCKING @ 16" O.C.
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SLIDING GLASS DOOR. FASTEN TRACK TO HEADER PER MFR. SPECS
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2x8 PT BUCK
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#5 @ 48" O.C., GROUT SOLID
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8x8 BOND BEAM w/ 1#5
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8F8-1B
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2x4 PT LEDGER w/ ~4x3~w TAPCON @ 12" O.C.
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MASONRY BEYOND FOR SLIDING GLASS DOOR
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S-4
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4
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REVISIONS
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BY
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SHEET
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SCALE
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DATE
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CHECKED
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DESIGN/DRAWN
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SHEET OF
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(239) 549-4554
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CA# 8829
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STRUCTURAL
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SYSTEMS
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OF NORTH FLORIDA
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1634 S.E. 47th STREET, SUITE #3
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CAPE CORAL, FL 33904
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STRUCTURAL ENGINEERING:
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DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
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JOB NO.
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DWB/DWB
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DWB
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04/05/19
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AS NOTED
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DR10764
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5
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FOR BUILDERS FIRST SOURCE TRUSS, 2 CAR GARAGE, 160 MPH, EXPOSURE D, ELEVATION F, JOB # MASTER, DATED: 08/30/18, REVISED: NONE
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MODEL 3461 F
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STRUCTURAL DETAILS FOR
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1230 CALOOSA POINTE DRIVE FORT MYERS, FLORIDA LOT: 6 SUBDIVISION: CALOOSA POINTE
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2 CAR GARAGE
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1
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FLOOR SHEATHING PER SCHEDULE 2/S-3
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PROVIDE STANDARD NAILING PER TABLE R602.2(1). NO METAL STRAPS OR HARDWARE REQUIRED.
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FLOOR TRUSS (LAYOUT VARIES, SEE PLAN)
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%%UINTERIOR BEARING (NO UPLIFT)
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SCALE: 3/4" - 1'-0"
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DOUBLE TOP PLATE
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FOOTING, SEE PLAN
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5
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MIDHEIGHT BLOCKING
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2x4 or 2x6 SPF #2 @ 16" O.C. (SEE PLAN)
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PT SILL PLATE, NO STRAPS
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(NO ROOF BEARING WALLS ABOVE)
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NOTE: THIS BUCK FASTENING DETAIL IS INTENDED FOR FLANGED WINDOW/DOOR PRODUCTS THAT FASTEN THRU THE FLANGE WITH WOOD SCREWS TO THE BUCK. FOR WINDOW/DOOR PRODUCTS THAT DO NOT HAVE A FLANGE AND FASTEN INSTEAD OUTWARD THRU THE FRAME, USE MASONRY SCREWS PER MFR. THAT ARE LONG ENOUGH TO PENETRATE 2-1/4" INTO THE MASONRY. IN THIS CASE, THE BUCK MATERIAL IS SIMPLY A SPACER AND MAY BE 1x4 OR 1x6 OR OMITTED ENTIRELY AND THE SPACER MAY BE TACKED IN PLACE WITH MASONRY NAILS OR PINS.
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%%UBUCK FASTENING
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8" CMU WALLS
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~4"x3~w" TAPCON @ 24" OC, 3 SCREWS MIN. (SEE NOTE)
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2x4 or 2x6 P.T. BUCK @ FLANGED WINDOWS (SEE NOTE)
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8" CMU, SEE PLAN FOR REINFORCING
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%%UGARAGE DOOR
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~8"~D EXPANSION BOLT, 4" MIN. EMBEDMENT, SPACE 24" OC AND 12" FROM TOP & BOT.
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2x8 OR 2x6 P.T. SYP#2
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2x2x~2" WASHER
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2x4 SYP #2 SILL PLATE
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2x4 SYP #2 STUDS @ 16" O.C.
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8"x8" MASONRY BOND BEAM w/ 1-#5 CONTINUOUS
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8" CMU WALL, REINFORCE w/ #5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN
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HOLD FLOOR TRUSS BACK ~w" FOR PLYWOOD AND STUCCO
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%%U2 STORY WITH FLOOR TRUSS
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1-HTA16-18 AT EACH FLOOR TRUSS
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WOOD FLOOR TRUSS, SEE MFR. LAYOUT
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VERTICAL BAR SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
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SCALE: 3/4" - 1'-0"
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2
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FLOOR DECK PER SCHEDULE
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FIN FLOOR EL
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MSTA24 OR RS16 STRAP @ 32" OC, SEE DETAIL 10/S-3
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SEE HOUSE PLANS
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WALL SHEATHING, SEE SCHEDULE
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RIMBOARD TOP & BOTTOM
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3
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ROOF SHEATHING PER SCHEDULE 2/S-3
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SCALE: 3/4" = 1'-0"
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%%UROOF TRUSS ON STUD WALL
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4
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MTW16 STRAP AT TRUSS, TYPICAL UNLESS NOTED OTHERWISE ON PLAN
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MIDPOINT BLOCKING
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2x4 SYP #2 DOUBLE TOP PLATE
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SPTH4 STRAP @ 16" O.C. OVER DOUBLE TOP PLATE
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WALL SHEATHING PER SCHEDULE 2/S-3
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PLAN
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ELEV
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SEE
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12
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6
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SCALE: 3/4" = 1'-0"
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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER
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#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)
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8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 8/S-3.
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APPROVED ISOLATION PLATE
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%%UTRUSS STRAP TO BOND BEAM
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#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
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SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-3.
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EMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP.
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SEE PLAN
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TRUSS BEARING
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12
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ROOF SHEATHING, SEE SCHEDULE 2/S-3
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6
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2x4 SYP #2 STUDS @ 16" O.C.
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2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
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2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
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ENGINEERED WOOD ROOF TRUSSES @ 24" O.C., SEE TRUSS MFR. LAYOUT
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6
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3-16d TO WEBS
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SCALE: 3/4" = 1'-0"
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EXTERIOR SHEATHING PER 3/S-3
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%%UTRUSS PERPENDICULAR TO WINDOW
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%%USUSPENDED HEADER AT MITERED GLASS WINDOW
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5-16d INTO BLOCKING AT TOP AND BOTTOM OF ROOF TRUSSES
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5-16d INTO TOP & BOTTOM CHORD OF TRUSS
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EXTERIOR SHEATHING PER 3/S-3
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SEE PLAN
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MITERED GLASS WINDOW, FASTEN PER MFR. SPECS.
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2x8 DOWN FRAME STUD @ 24" OC
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SEE PLAN
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SEE PLAN
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2x8 DOWN FRAME STUD @ 24" OC
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%%UTRUSS PARALLEL TO WINDOW
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3-16d TYPICAL
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TRUSS, SEE LAYOUT
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2X4 BLOCKING BETWEEN ROOF TRUSSES
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NAIL PLYWOOD TO BLOCKING w/ 4-8d NAILS
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TRUSS, SEE LAYOUT
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MITERED GLASS WINDOW, FASTEN PER MFR. SPECS.
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THIS DETAIL ONLY USED FOR MITERED GLASS WINDOW OPTION
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%%U2 STORY WALL SECTION
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8
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DOWEL TO MATCH WALL REINFORCING, LAP 25"
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#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)
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8" CMU WALL
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MIDPOINT BLOCKING
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SPTH4 STRAP @ 16" OC OVER DOUBLE TOP PLATE
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WALL SHEATHING PER SCHEDULE 2/S-3
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8"x8" MASONRY BOND BEAM w/ 1-#5 CONTINUOUS
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2x4 SYP#2 SILL PLATE
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RS18 OR MSTAM36 STRAP @ 32" O.C., SEE DETAIL 10/S-3
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VERTICAL BAR SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
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WOOD FLOOR TRUSS, SEE MFR. LAYOUT
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HOLD FLOOR TRUSS BACK ~w" FOR WALL SHEATHING AND STUCCO
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+10'-0"
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+12'-0"
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+21'-4"
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2x4 SYP #2 DOUBLE TOP PLATE
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FLOOR SHEATHING PER SCHEDULE 2/S-3
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LADDER STYLE JOINT REINFORCING @ 16" O.C.
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7
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%%U1 STORY WALL SECTION
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SCALE: 3/4" = 1'-0"
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APPROVED ISOLATION PLATE
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8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 6/S-3
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#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)
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12
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EMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP
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#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
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SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-3
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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER
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ROOF SHEATHING, SEE SCHEDULE 2/S-3
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6
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TRUSS BEARING
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SEE PLAN
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2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
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LADDER STYLE JOINT REINFORCING @ 16" O.C.
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CONCRETE ROOF TILE OVER PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE LAYER APPLICATION, ON APA RATED ROOF SHEATHING FASTENED PER DETAIL 1 & 2 ON S-3
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SCALE: 3/4" = 1'-0"
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12
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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER
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ROOF SHEATHING, SEE SCHEDULE 2/S-3
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6
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2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
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CONCRETE ROOF TILE OVER PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE LAYER APPLICATION, ON APA RATED ROOF SHEATHING FASTENED PER DETAIL 1 & 2 ON S-3
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%%URETAINING WALL AT POOL DECK
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SCALE: 3/4" = 1'-0"
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9
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UP TO 6 COURSE STEMWALL
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FOOTING F7, SEE SCHEDULE
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3" CLEAR COVER
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#5 VERTICAL IN GROUTED CELL AT 48" OC, EACH CORNER AND END OF WALL
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+/- 8" CONCRETE CAP w/ 1#5, VARIES w/ SLOPE OF DECK, 6" MIN. THICKNESS
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FINISHED GRADE, SEE SITE PLAN
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PAVERS
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SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-3
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2x4 SYP #2 STUDS @ 16" O.C.
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UP TO 6 COURSE STEMWALL
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FOOTING F7, SEE SCHEDULE
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3" CLEAR COVER
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#5 VERTICAL IN GROUTED CELL AT 48" OC, EACH CORNER AND END OF WALL
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FINISHED GRADE, SEE SITE PLAN
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HTA16-18 @ 32" O.C. AT INSIDE FACE OF TRUSS
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SLAB ON GRADE, SEE PLAN
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UP TO 6 COURSE STEMWALL
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FOOTING F7, SEE SCHEDULE
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3" CLEAR COVER
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#5 VERTICAL IN GROUTED CELL AT 48" OC, EACH CORNER AND END OF WALL
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FINISHED GRADE, SEE SITE PLAN
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SLAB ON GRADE, SEE PLAN
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DOWEL TO MATCH WALL REINFORCING, LAP 25"
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DOWEL TO MATCH WALL REINFORCING, LAP 25"
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DOWEL TO MATCH WALL REINFORCING, LAP 25"
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REVISIONS
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BY
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SHEET
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SCALE
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DATE
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CHECKED
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DESIGN/DRAWN
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SHEET OF
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(239) 549-4554
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CA# 8829
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STRUCTURAL
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SYSTEMS
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OF NORTH FLORIDA
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1634 S.E. 47th STREET, SUITE #3
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CAPE CORAL, FL 33904
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STRUCTURAL ENGINEERING:
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DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
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JOB NO.
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DWB/DWB
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DWB
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04/05/19
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AS NOTED
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DR10764
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5
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FOR BUILDERS FIRST SOURCE TRUSS, 2 CAR GARAGE, 160 MPH, EXPOSURE D, ELEVATION F, JOB # MASTER, DATED: 08/30/18, REVISED: NONE
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MODEL 3461 F
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STRUCTURAL DETAILS FOR
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1230 CALOOSA POINTE DRIVE FORT MYERS, FLORIDA LOT: 6 SUBDIVISION: CALOOSA POINTE
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2 CAR GARAGE
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S-5
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5