Final Layout - C:UsersdwoodyDesktop 1 M BASE 1 M 160 C · 2019. 11. 22. · 5-25-18 date: plan: sheet# scale: checked by: revised: drawn by: jsl jwc a-1 m 3/16" = 1'-0" elevations
11
10'-4" Tray 10'-4" Tray 10'-4" Tray 10'-4" Tray 10'-4" Tray 10'-4" Tray EXPOSED TO WIND EXPOSED TO WIND U:2576 U:1503 U:1036 U:1160 U:1168 A A01 A02 A03 A04 A05 A06 A07 A08 H J 1 0 H J10A CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5A CJ1 CJ3 CJ5A A09 A11 A14 A15 A16 A17 A18 A19 A20 B03 B04 B05 H J10 HJ1 0 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 CJ1 CJ3 CJ3A D5 D6 H J 8 H J8 CJ1 CJ3 CJ1 CJ3 CJ1 CJ3 CJ1 CJ3 D7 D8 D9 E1 E2 H J8A CJ1 CJ3B CJ1 CJ3 H J 8 A CJ1 CJ3B CJ1 CJ3 A12(4) A10(5) EJ7(12) EJ7A(4) EJ7(6) A11(2) A13(4) EJ5(3) EJ5A(4) 1-06-00 78-06-00 80-00-00 70-08-00 9-04-00 80-00-00 21-02-00 5-10-00 13-00-00 40-00-00 19-00-00 21-00-00 40-00-00 1-04-00 5-09-08 5-00-00 6-00-00 4-08-00 5-00-00 5-04-00 2-08-00 10-00-00 2-08-00 11-06-00 13-00-00 12-00-00 7-02-00 17-00-00 2-08-00 7-04-00 3-06-00 4-10-00 3-04-00 6-00-00 4-08-00 2-01-00 2-11-00 5-09-08 3-09-08 3-09-08 1-01-00 1-07-00 7460 (1) PLY FLR. TRUSS 2245 THD28 0 CORNER HIP (1) PLY K Q O H 0 R 0 MSH422IF F 765 9100 2385 1 3235 2435 0 M 1250 CORNER HIP THD26,THD28 THD46 0 N/A THDH26-2 I THD26-2, THD28-2 THDH26-2, 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, THDH28-3 THDH28-4 SIMILAR 725 R 0 4095 THD26-2 P 0 2155 3235 865 2980 4355 7460 C 0 865 0 THD26 7460 3410 O M 0 0 0 0 G 0 4355 C MSH426 J N E 1235 / 2140 0 JUS24 3820 HJC26 765 S 2245 N/A 1440 0 2940 I 0 9100 J D 2790 ID L 1760 0 MODEL 1855 0 3265 Q 1840 (1) PLY B 960 THDH28-2 ROOF 1855 1055 N/A 3200 / 3600 THDH6710 THDH28-3 D 0 490 1515 / 2175 1550 0 0 0 0 G FLOOR MSH422, MSH426 MSH422IF SIMILAR HJC26 0 895 3820 THD46 A 0 2155 0 2940 5230 S NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION 1760 N/A 1055 B 0 UPLIFT MSH422 K 3600 1250 THDH26-3 (2) PLY THD28-2 4310 / 4680 2245 (1) PLY FLR. TRUSS 2435 SYMBOL 1440 0 1855 A* 0 L P 5320 5 6-3/16" 2x4 T.C. MIN. 14 1/2" CANT. 12 TYP. ROOF TRUSS END DETAIL 8" BRG. N.T.S. TILE ROOF CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By ProBuild. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. BEARING HEIGHT SCHEDULE 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By __________________Date_______ ROOF LOADING TCLL: TCDL: BCDL: TOTAL: DURATION: PSF PSF PSF PSF FLOOR LOADING TCLL: TCDL: BCDL: TOTAL: DURATION: PSF PSF PSF PSF VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER 20 50 20 1.25 10 2. Updated Block. 04/07/17 REVISIONS: 4. 3. 1. Remove Interior Bearing 09/15 MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-10 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY II WIND LOAD 160 MPH WIND IMPORTANCE FACTOR 1.00 TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS ROOF PITCH: 5/12 CEILING PITCH: 0/12 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 14 1/2" END CUT: Plumb CANTILEVER: 14 1/2" TRUSS SPACING: 24" BUILDING CODE: FRC2017 55 5 40 1.00 10 . CITY: . . SCALE: MODEL: ADDRESS: PLAN DATE: SUBDIVISION: JOB # : 2431 M 1/4"=1'-0" Arch D DRAWN BY: BUILDER: DATE: MASTER PROJECT: D.W. 03/06/18 LOT / BLOCK: 2431 M LH . 03/14/14 DR. Horton
NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION
1760
N/A
1055
B
0
UPLIFT
MSH422
K
3600
1250
THDH26-3
(2) PLY
THD28-2 4310 / 4680
2245
(1) PLY FLR. TRUSS
2435
SYMBOL
1440
0
1855
A*
0
L
P
5320
5
6-3/16"
2x4 T.C. MIN.
14 1/2"CANT.
12
TYP. ROOF TRUSS END DETAIL
8" BRG.
N.T.S.
TILE ROOF
CAUTION!!!
DO NOT ATTEMPT TO ERECTTRUSSES WITHOUT REFERRING TOTHE ENGINEERING DRAWINGS ANDBSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BEIN PLACE PRIOR TO LOADINGTRUSSES. (ie. SHEATHING,SHINGLES, ETC.)
ALL INTERIOR BEARING WALLSMUST BE IN PLACE PRIOR TOINSTALLING TRUSSES.
REFER TO FINAL ENGINEERINGSHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES ANDNAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNINGBackcharges Will Not Be AcceptedRegardless of Fault Without PriorNotification By Customer Within 48
Hours And Investigation ByProBuild.
NO EXECPTIONS.
The General Contractor Is ResponsibleFor All Connections Other Than Truss
to Truss, Gable Shear Wall, AndConnections. Temporary and
Permanent Bracing, And Ceiling AndRoof Diaphragm Connections.
BEARING HEIGHT SCHEDULE
4408 Airport RoadPlant City, FL 33563Ph. (813) 305-1300Fax (813) 305-1301
IMPORTANT
This Drawing Must Be Approved AndReturned Before Fabrication Will
Begin. For Your Protection Check AllDimensions And Conditions Prior To
Approval Of Plan.SIGNATURE BELOW INDICATES ALLNOTES AND DIMENSIONS HAVE
BEEN ACCEPTED.
By __________________Date_______
ROOF LOADING
TCLL:
TCDL:
BCDL:
TOTAL:
DURATION:
PSF
PSF
PSF
PSF
FLOOR LOADING
TCLL:
TCDL:
BCDL:
TOTAL:
DURATION:
PSF
PSF
PSF
PSF
VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVALSOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER
20
50
20
1.25
10
2. Updated Block. 04/07/17
REVISIONS:
4.
3.
1. Remove Interior Bearing 09/15
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-10ENCLOSEDEXPOSURE CATEGORY COCCUPANCY CATEGORY IIWIND LOAD 160 MPHWIND IMPORTANCE FACTOR 1.00TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOADNONCONCURRENT WITH ANY OTHER LIVE LOADS
ROOF PITCH: 5/12
CEILING PITCH: 0/12
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: 14 1/2"
END CUT: Plumb
CANTILEVER: 14 1/2"
TRUSS SPACING: 24"
BUILDING CODE: FRC2017
55
5
40
1.00
10
.
CITY: .
.
SCALE:
MODEL:
ADDRESS:
PLAN DATE:
SUBDIVISION:
JOB # :
2431 M
1/4"=1'-0"Arch D
DRAWN BY:
BUILDER:
DATE:
MASTER
PROJECT:
D.W.
03/06/18
LOT / BLOCK:
2431 M LH
.
03/14/14
DR. Horton
5-25-18DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
A-1 M
3/16" = 1'-0"
ELEVATIONS
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: L
INDS
FORD
II 50
's
RESI
DENC
E FO
R:
G.C.
D.# :
1028
6
LOT:
387
MOD
EL:
BLOC
K :
ADDR
ESS:
3266
BIR
CHIN
LAN
E
SPEC
UNIT
243
1
D.R.
H.# :
5789
2014
4
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@ 9'-4" A.F.F.
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TOP OF BOND BEAM
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FINISH FLOOR
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FINISH FLOOR
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TOP OF BOND BEAM
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@ 9'-4" A.F.F.
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TO FINISH FLOOR
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@ 0'-0" A.F.F.
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@ 0'-0" A.F.F.
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%%U%%OFRONT ELEVATION: "M"%%O
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SCALE: 3/16" = 1'-0"
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TO GRADE
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%%U%%OLEFT SIDE ELEVATION: "M"%%O
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SCALE: 1/4" = 1'-0"
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%%U%%ORIGHT SIDE ELEVATION: "M"%%O
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SCALE: 3/16" = 1'-0"
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%%U%%OREAR ELEVATION: "M" %%O
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SCALE: 3/16" = 1'-0"
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35 SH
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3-4080 SL. GL. DR.
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TYP.
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ELEV @ 9'-4" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP OF BOND BEAM
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ELEV @ 9'-4" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP OF BOND BEAM
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ELEV @ 9'-4" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP OF BOND BEAM
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4'-0" X 12"
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2-35 SH
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2-25 SH
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25 SH
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25 SH
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25 SH
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TYP.
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ELEV @ 9'-4" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP OF BOND BEAM
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ELEV @ 9'-4" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP OF BOND BEAM
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ELEV @ 9'-4" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP OF BOND BEAM
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34 SH
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2880
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12
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5
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12
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5
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12
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5
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12
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5
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24"X24"
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F.G.
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F.G.
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F.G.
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24"X24"
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24"X24"
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25 SH
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FIXED GLASS
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F.G.
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24"X24"
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CANTILEVER TRUSS
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CANTILEVER TRUSS
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CANTILEVER TRUSS
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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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26 SH
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16'-0" X 8'-0" O.H. GARAGE DOOR
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W/ SIDE LITE
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3080 FRONT ENTRY DR.
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12
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5
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12
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5
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TYP.
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TYP.
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CANTILEVER
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TRUSS
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CANTILEVER
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TRUSS
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TYP.
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TYP.
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TOP OF BOND BEAM
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@ 13'-11" A.F.F.
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TRUSS MFR TO SET HEEL
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HEIGHT AS NEEDED TO PLANE
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OUT WITH MAIN ROOF BEYOND
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12
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5
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12
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5
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ALLOW 2" FOR HURRICANE SHUTTER ATTACHMENT
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%%U%%OTYPICAL WINDOW BANDING DETAIL%%O
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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%%U%%OSOFFIT DETAIL%%O
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SCALE: 3/4" = 1'-0"
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CANTILEVER
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12
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5
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2X6 MIN. SUB FASCIA
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FLASHING AND DRIP EDGE PER NOTES IN TABLE 3 ON A-6
3/16" = 1'-0"
5-25-18DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
A-2M
SLAB & PLUMBING
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: L
INDS
FORD
II 50
's
RESI
DENC
E FO
R:
G.C.
D.# :
1028
6
LOT:
387
MOD
EL:
BLOC
K :
ADDR
ESS:
3266
BIR
CHIN
LAN
E
SPEC
UNIT
243
1
D.R.
H.# :
5789
2014
4
AutoCAD SHX Text
%%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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HB
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W/H
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RAISED
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SLAB
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ELEV @ 0'-(-4")
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2" SLOPE
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LOWEST POINT OF GARAGE FLOOR SHALL BE CONSTRUCTED AT OR ABOVE FLOOD ELEVATION
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6" X 12" RECESS
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SEE DETAIL
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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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SET A/C AT
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OR ABOVE
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FLOOD
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ELEVATION
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RECESS TILE
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SHWR 3 1/2"
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5'-0" TUB
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ELEV @ 0'-(-4")
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PAVERS BY OTHERS
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PAVERS BY OTHERS
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DW.
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RANGE
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D
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W
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A/H
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L.T.
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OPT.
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5'-0" TUB
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5'-0" TUB
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%%U%%OSLAB & PLUMBING PLAN:%%O
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SCALE: 3/16"=1'-0"
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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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16'-0" X 8'-0" O.H. GARAGE DR.
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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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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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BOND BEAM & 1#5 ROD
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60" HIGH WALL W/ 8"
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INSTALL OUTDOOR KITCHEN & SINK
D R HORTON
D R HORTON
5-25-18DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
A-3M
FLOOR
3/16"=1'-0"
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: L
INDS
FORD
II 50
's
RESI
DENC
E FO
R:
G.C.
D.# :
1028
6
LOT:
387
MOD
EL:
BLOC
K :
ADDR
ESS:
3266
BIR
CHIN
LAN
E
SPEC
UNIT
243
1
D.R.
H.# :
5789
2014
4
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
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%%U%%O1st FLOOR PLAN:%%O
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TB
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TOWEL BAR
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TP
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TOILET PAPER
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TOWEL BAR
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TOILET PAPER ROLL
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BATHROOM NOTES
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ALL BLOCKING TO BE PT IN SHOWERS
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ALL TUB DECKS @ 21" A.F.F.
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MARK
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1
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INTERIOR DOOR SCHEDULE
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DOOR WIDTH
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3'-0"
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2'-8"
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2'-6"
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2'-4"
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2'-0"
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1'-8"
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1'-6"
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2
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3
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4
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5
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6
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7
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NOTES
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PK. = POCKET DOOR
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B.F. = BI-FOLD DOOR
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B.P. = BI-PASS DOOR
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LV. = LOUVERED DOOR
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WIDTH
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HEIGHT
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MARK
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SIZE
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CODE
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DESCRIPTION
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PRODUCT
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QTY
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1
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2
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3
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MARK
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SIZE
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CODE
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DESCRIPTION
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PRODUCT
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QTY
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D
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C
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B
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A
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COMMENTS
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E
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F
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SQUARE FOOTAGE
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CABINET BACKING
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KITCHEN UPPER TOP @ 84" BASE TOP @35"
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MASTER BATH UPPER BASE- TOP @35"
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GUEST BATH UPPER BASE- TOP @31"
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LAUNDRY RM. UPPER TOP @84" BASE
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DOOR HEADERS
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6'-8" BIFOLD
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6'-8" SWING
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8'-0" SWING
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HEADER HEIGHT
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82" A.F.F.
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HEADER HEIGHT
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HEADER HEIGHT
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82 1/2" A.F.F.
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98 1/2" A.F.F.
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PLAN NOTES
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LIVING AREA
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GARAGE AREA
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LANAI AREA
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ENTRY AREA
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TOTAL AREA
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2431
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476
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196
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35
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3138
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INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1,
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1)
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2.
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5)
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3)
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4)
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NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)
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VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS
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ALL WINDOWS INSTALL 72" ABOVE GRADE MUST COMPLY WITH R 312.2.1 MIN 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PREVENTION DEVICE
AutoCAD SHX Text
9)
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KITCHEN KNEE WALL TO BE FRAMED W/ TOP @ 41 1/2" A.F.F. W/ RAISED BAR TOP
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THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR - CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT
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PROVIDE SAFETY GLAZING AT BATH / SHOWER . PER FLORIDA BUILDING CODE R 308.4.5.
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PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE
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INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS
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7)
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8)
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2)
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6)
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WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
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10)
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11)
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COMMENTS
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STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE, WATER HEATER, AND DRYER. VERIFY WITH CONTRACTOR AND SUBDIV. SPECS. A SEPARATE PERMIT IS REQUIRED FOR GAS PIPING.
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12)
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ALL CLOSET SHELVES TO BE 12". ALL PANTRY & LINEN TO BE (4)-16" SHELVES 18" O.F.F. WITH 15" INCREMENT.
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13)
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SEE NOTE 1
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WIDTH
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HEIGHT
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OVERHEAD
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GARAGE DOOR
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192
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96
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DISTINCTION
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3080
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36
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96
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ENTRY DR.
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2880 EXT.
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30
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96
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1
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1
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1
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3
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54
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63
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38
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63
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144
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96
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54
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51
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38
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78
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HB
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HB
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L.T.
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W/H
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%%U%%O2 CAR GARAGE
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9'-4" FLAT CEILING
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%%U%%OFOYER
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%%u%%oMASTER SUITE
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%%U%%OGREAT ROOM
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%%U%%OKITCHEN
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9'-4" FLAT CEILING
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22" X 36"
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ATTIC ACCESS
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BETTER INSULATION
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MINIMUM R-13 OR
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%%U%%OENTRY
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%%U%%OLANAI
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9'-4" FLAT CEILING
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%%u%%oBEDROOM #2
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9'-4" FLAT CEILING
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%%u%%oBEDROOM #3
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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%%U%%OUTILITY
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9'-4" FLAT CEILING
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%%u%%oBATH #3
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%%u%%oBATH
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3
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B.F.
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3
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B.F.
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5
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B.F.
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5
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B.F.
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3
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B.F.
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3
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B.F.
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TILE
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1/4 DURK
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3/4 PYW.
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MUD SET BY PLUMBER
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SHWR.
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GLS.
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TUB WALL DETAIL
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7
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%%u%%oDINING ROOM
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5'-0" TUB
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MIRROR
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5'-0" TUB
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MIRROR
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MIRROR
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DW.
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SINK & DISP
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O.H CABINET
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RANGE
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REF. SPACE
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O.H CABINET
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PANTRY
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4-16" SHLV
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5
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12" VINYL SHELF
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12" VINYL SHELF
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12" VINYL SHELF
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4-16" SH.
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EGRESS
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EGRESS
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EGRESS
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2017 ACCESSIBLE
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O.H CABINET
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OPT.
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D
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W
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ESCAPE
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2
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2
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2
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2
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2
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2
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2
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2
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2
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PK.
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2
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F
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A
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J
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D
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B
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B
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B
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C
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SAFTEY GLAZED
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1
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2
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G
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E
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%%u%%o#2
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%%U%%ODEN
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3
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A/H
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B
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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L.T.
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OPT.
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10'-4" COFFERED CEILING
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COFFERED
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CEILING
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H
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I
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I
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I
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COFFERED
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CEILING
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I
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TEMPERED
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10'-4"
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10'-4"
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CEILING
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13'-11"
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4
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4
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A/C UNIT ON
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36" X 36" PAD
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SEE NOTE 10
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SEE NOTE 9
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DOOR
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DISTINCTION
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SEE NOTE 1
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G
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H
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I
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108
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63
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J
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SH
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35
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25
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SH
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3-4080
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SL. GL. DR.
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12" X 96"
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SIDE LITE
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2-35
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SH
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2-25 SH
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34
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SH
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2'-0" X 2'-0"
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48" X 12"
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F.G.
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26
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SH
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1
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15
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4
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1
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1
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1
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1
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1
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1
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1
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3
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24
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24
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63
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76
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12
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96
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48
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12
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FIXED GLASS
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SL. GL. DOOR
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FIXED GLASS
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CEILING
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4
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3
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MASTER SUITE DETAIL
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FOYER CEILING
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FOYER CEILING
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1
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3
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FOYER DETAIL
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2
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3
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HALL/FOYER DETAIL
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FOYER CEILING
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3
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3
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DEN/FOYER DETAIL
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FOYER CEILING
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1
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3
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2
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3
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3
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3
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4
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3
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1
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3
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6
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3
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FOYER CEILING
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6
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3
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FOYER DETAIL
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OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT
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10'-4" COFFERED CEILING
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10'-4" COFFERED CEILING
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16'-0" X 8'-0" O.H. GARAGE DR
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SAFTEY GLAZED
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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%%u%%oMSTR BATH
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%%u%%oW.I.C.
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MIRROR
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12" VINYL SHELF
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COFFERED
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CEILING
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3
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3
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5'-0" TUB
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4-SHLVS
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VERIFY LOCATION WITH SITE PLAN, AC NOT TO ENCROACH EASEMENT.
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60" HIGH WALL W/ 8"
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BOND BEAM & 1#5 ROD
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INSTALL OUTDOOR KITCHEN & SINK
5-25-18DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
A-4M
3/16"=1'-0"
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: L
INDS
FORD
II 50
's
RESI
DENC
E FO
R:
G.C.
D.# :
1028
6
LOT:
387
MOD
EL:
BLOC
K :
ADDR
ESS:
3266
BIR
CHIN
LAN
E
SPEC
UNIT
243
1
ROOF & CEILING
D.R.
H.# :
5789
2014
4
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HB
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L.T.
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W/H
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DW.
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RANGE
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OPT.
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D
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W
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HIP
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HIP
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RIDGE
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%%u%%oMSTR BATH
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CEILING
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%%u%%o#2
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A/H
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L.T.
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OPT.
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%%U%%OKITCHEN
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%%u%%oBEDROOM #3
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9'-4" FLAT CEILING
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%%U%%O2 CAR GARAGE
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9'-4" FLAT CEILING
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%%u%%oMASTER SUITE
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%%U%%OGREAT ROOM
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9'-4" FLAT CEILING
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%%U%%OENTRY
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%%U%%OLANAI
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9'-4" FLAT CEILING
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%%u%%oBEDROOM #2
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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%%U%%OUTILITY
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9'-4" FLAT CEILING
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%%u%%oBATH #3
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%%u%%oDINING ROOM
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%%u%%oBATH
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%%u%%o#4
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%%u%%oBATH
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SCALE: 3/16" = 1'-0"
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%%U%%OCEILING PLAN: "M"%%O
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%%U%%OFOYER
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9'-4" FLAT CEILING
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= BEARING @ 9'-4" A.F.F.
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BEARING HEIGHTS
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= BEARING @ 13'-11"
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9'-4" FLAT CEILING
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COFFERED
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CEILING
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COFFERED
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CEILING
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10'-4"
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10'-4"
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13'-11"
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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HIP
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RIDGE
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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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RIDGE
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ELEVATION @ WALL
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ELEVATION @ +12"
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A
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A-4
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COFFER DETAIL "A"
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SCALE: 1/2"= 1'-0"
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%%u%%oW.I.C.
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RIDGE
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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VALLEY
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VALLEY
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HIP
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VALLEY
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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10'-4" COFFERED
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10'-4" COFFERED CEILING
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10'-4" COFFERED CEILING
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10'-4" COFFERED CEILING
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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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1
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%%U%%ODEN
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ATTIC AREA
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ATTIC VENTILATION
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(ATTIC AREA 1/150)
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VENTILATION REQUIRED
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20.9 SQ. FT.
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3138 SQ. FT.
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WITHOUT OFF RIDGE VENTS
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VENTILATION REQUIRED
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WITH OFF RIDGE VENTS
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OFF RIDGE EXHAUST VENT SIZES
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%%U(AREA NET FREE SQUARE FEET)
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ATTIC VENTILATION CALCULATION: attic sq. ft. / 150 = vented sq. ft.
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ATTIC VENTILATION CALCULATION: attic sq. ft. / 300 = vented sq. ft
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(FBC R806)
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SCALE: 1/4"=1'-0"
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(ATTIC AREA 1/300 INSTALL PER
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FBC R806.2 MINIMUM AREA REQUIREMENTS)
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.38 SQ. FT.
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FREE AREA
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1 SQ. FT.
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FREE AREA
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1.45 SQ. FT.
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FREE AREA
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1
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verify venting requirements
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with energy calculations
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square footage
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soffit vents
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mark
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off ridge vents
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total ventilation
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MIN AIR FLOW OF SOFFIT
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6.0%%%
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O.R.V. NOT USED
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MIN AIR FLOW OF SOFFIT
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(O.R.V.)
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
5-25-18DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
A-5 M
ELECTRICAL
3/16"=1'-0"
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: L
INDS
FORD
II 50
's
RESI
DENC
E FO
R:
G.C.
D.# :
1028
6
LOT:
387
MOD
EL:
BLOC
K :
ADDR
ESS:
3266
BIR
CHIN
LAN
E
SPEC
UNIT
243
1
D.R.
H.# :
5789
2014
4
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HB
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L.T.
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W/H
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DW.
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RANGE
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OPT.
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D
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W
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SCALE: 3/16" = 1'-0"
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GARAGE DR OPENER
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L
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OPT.
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GFI
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GFI
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GFI
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GFI
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GFI
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GFI
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H
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H
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OPT.
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OPT.
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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OPT.
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OPT.
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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A
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A
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FAN (TYP.)
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PRE-WIRE FOR
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GFI
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WP
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GFI
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WP
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EXH.
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FAN
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FAN (TYP.)
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PRE-WIRE FOR
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A
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A
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A
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A
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A
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A
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A
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A
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A
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A
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FAN (TYP.)
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PRE-WIRE FOR
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3
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Electrical Notes:
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All outlets in wet areas and all exterior outlets to be GFI's
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All electrical equipment to be set at or above base flood elevation.
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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FINISH FLOOR
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5.7 SQ. CLEAR OPENING
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MINIMUM EGRESS WINDOW DETAIL
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R310.2.1 MINIMUM OPENING AREA:- ALL EMERGENCY ESCAPE AND RESCUE ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQAURE FEET (0.530 m² ). ). EXCEPTION:- GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET (0.465 m² ). ). R310.2.1 MINIMUM OPENING HEIGHT:- THE MINIMUM NET CLEAR OPENING THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES (610mm). R310.2.1 MINIMUM OPENING WIDTH:- THE MINIMUM NET CLEAR OPENING THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (508mm). R310.1.1 OPERATIONAL CONSTRAINTS:- EMERGENCY ESCAPE AND RESCUE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. R310.2.3 WINDOW WELLS:- THE MINIMUM HORIZONTAL AREA OF THE WINDOW THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQUARE FEET (0.84 m² ), WITH A MINIMUM HORIZONTAL ), WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES (914mm). THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.
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NOTE:EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVE RADIANT BARRIER AND HOUSE WRAP.
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RADIANT BARRIER:
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SCALE: N.T.S.
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ATTIC
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EXTERIOR
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GABLE WALL
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EXTERIOR STUD WALL OR TRUSS
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EXTERIOR PLYWOOD W/ RADIANT BARRIER ON ATTIC SIDE
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HOUSE WRAP
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ROOF
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RADIANT BARRIER GLUED TO PLYWOOD
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TOP CHORD
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ATTIC
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EXTERIOR
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SLOPE TO EXTERIOR
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2
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TYPICAL WALL SECTION
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SCALE: N.T.S
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WOOD BASE
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W/ INSULATION (MIN. R4.1)
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1/2" DRYWALL W/ TEXTURED WALLS.
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1X2 P.T. FURRING STRIPS @ 24" O.C.
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GRADE
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8"X8"X16" CONC. BLOCK
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R=30 FIBERGLASS
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INSUL.
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1X4 P.T. STRIP.
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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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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 ENGINEERING
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PRECAST LINTEL
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FLASHING AND DRIP EDGE
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PER NOTES IN TABLE 2 ON A-6
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EMBEDDED STRAP AT EACH
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TRUSS 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, SEE 13/S-3
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SILL SET IN MORTAR
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PRECAST CONCRETE SILL
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DECORATIVE CEMENT FINISH
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PER ASTMC-926
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8"X8" CONTINUOUS
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SEE ENGINEERING
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BOND BEAM
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VENTED ALLUM SOFFIT
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SHALL MEET R703.1.2.1
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PROVIDE VENTILATION
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PER R806.1
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SEE TABLE 3 ON S-3
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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CORNER OF
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MID WALL
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FELT STRIP
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BUILDING
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CORNER BEAD
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WEEP SCREED
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FELT STRIP
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WIRE LATH
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EXPANSION JOINT
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OVER FELT
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OVER FELT STRIP
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BUILDING
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BUILDING
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FELT STRIP
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EXPANSION JOINT
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CORNER OF
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BUILDING
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MASONRY WALL
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OVER WIRE LATH
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EXPANSION JOINT
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OVER BLOCK WALL
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OVER WIRE LATH
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EXPANSION JOINT
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DECO. TEXTURED FINISH
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OVER WIRE LATH
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DECO. TEXTURED FINISH
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FRAME WALL
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FELT OVER
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FRAME WALL
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WIRE LATH
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OVER FELT
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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WIRE LATH OVER
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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FRAME WALL
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FELT PAPER
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MITER OVER SCREED
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WIRE THE CONTROL
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JOINT TO LATH WITH
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18 GA. GALVANIZED
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WIRE AT 7' O.C. MAX.
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AMICO M-TYPE
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CONTROL JOINT
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AMCJM-780 OR
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APPROVED EQUAL
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OVER LATH (CUT
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LATH BEHIND
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CONTROL JOINT 1/4'
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MIN. GAP) LOCATE
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OVER STUD ONLY
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AND PER NOTE 1
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FULLY EMBED BACK FACE
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OF WEEP SCREED IN
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CAULK. LET OOZE OUT AT
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CORNER AND SCREED 2"
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MIN. WIDTH
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MITER OUT CORNER
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BEAD AT
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MID WALL
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WEEP SCREED
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*
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NOTE 1:
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MAX OF 144 SQ. FT.
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BETWEEN CONTROL
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JOINTS. NOT GREATER
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THAN 18'-0"O.C. MAX
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AREA RATIO OF
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CONTROL JOINTS-2-2/1 TO 1
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(AT WOOD
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FRAME ONLY)
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*
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CAULK CENTER JOINT
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IN MID WALL WEEP
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SCREED 2" IN EA.
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DIRECTION AT CORNER
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WOOD FRAME
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MASONRY WALL
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%%UMASONRY WALL
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%%UMASONRY WALL
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MASONRY WALL
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%%UWEEP SCREED DETAIL
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INSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE
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WOOD STUD FRAMING IS ABOVE MASONRY WALLS.
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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MASONRY NAIL
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6" WIDE FELT
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METAL LATH
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MASONRY WALL
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PAPER BACK
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WALL SHEATHING
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WITH HOUSE WRAP
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OR ZIP SYSTEM
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WALL SHEATHING
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WOOD FRAMING EITHER FLOOR TRUSS OR GABLE END TRUSS
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C
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L
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FELT AND
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WEEP SCREED
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%%UMID WALL WEEP SCREED DETAIL
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OVER
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WITH FELT
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FRAME WALL
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WIRE LATH
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WOOD FRAME
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MASONRY WALL
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SCALE: N.T.S.
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%%UPAN FLASHING PER R703.4
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R703.4 - Where flashing instructions or details are not provided by the window or door manufacturer or by the flashing manufacturer, "pan flashing" shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water-resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
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"Pan Flashing" is a generic term that used to refer to "metal pan flashing". However many modern materials have been developed for the same function such as: - Flexible Peel n Stick Flashing Membrane - Fluid Applied Flashing For such products, follow the manufacturer's installation instructions.
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INSTALL "PAN" FLASHING AT THE SILL
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WHERE "PAN" FLASHING IS USED AT THE SILL, ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES
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EXTERIOR WALL
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OPENING FOR WINDOW OR DOOR
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THE FLASHING INSTRUCTIONS FROM THE WINDOW / DOOR MFR., OR THE FLASHING MFR., SHALL SUPERCEDE THIS DETAIL.
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For in-depth flashing installation instructions, refer to the following publications: FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AAMA/WDMA 300
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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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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2X6 MIN. SUB FASCIA
5-25-18DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
3/16" = 1'-0"
FOUNDATION
S-1 M
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
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g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
GSU
BDIV
: LIN
DSFO
RD II
50's
RESI
DENC
E FO
R:
G.C.
D.# :
1028
6
LOT:
387
MOD
EL:
BLOC
K :
ADDR
ESS:
3266
BIR
CHIN
LAN
E
SPEC
UNIT
243
1
D.R.
H.# :
5789
2014
4
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HB
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W/H
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RAISED
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SLAB
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ELEV @ 0'-(-4")
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2" SLOPE
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LOWEST POINT OF GARAGE FLOOR SHALL BE CONSTRUCTED AT OR ABOVE FLOOD ELEVATION
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6" X 12" RECESS
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SEE DETAIL
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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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PAD FOOTING SCHEDULE
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1'-2"
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1'-2"
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1'-0"
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1'-0"
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1'-0"
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DEPTH
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E
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D
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5'-0"
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4'-0"
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5'-0"
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4'-0"
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C
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A
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B
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USED
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TYPE
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3'-6"
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2'-6"
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3'-0"
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WIDTH
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3'-6"
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2'-6"
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3'-0"
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LENGTH
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6-#5
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5-#5
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6-#5
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5-#5
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-
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-
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SHORT WAY
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4-#5
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3-#5
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4-#5
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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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LONG WAY
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REMARKS
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-
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-
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-
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1-#5
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CONT.
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0'-8"
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TE
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0'-8"
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1'-8"
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1'-0"
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1'-0"
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WALL FOOTING SCHEDULE
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0'-10"
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0'-8"
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DEPTH
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1'-8"
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F6
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F5
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F4
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F3
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F2
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F1
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USED
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TYPE
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1'-4"
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1'-4"
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1'-4"
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1'-0"
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CONT.
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CONT.
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CONT.
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CONT.
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1'-8"
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1'-4"
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WIDTH
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CONT.
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CONT.
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LENGTH
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SHAPE
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2-#5
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2-#5
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2-#5
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2-#5
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BOTTOM
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REINFORCING
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2-#5
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2-#5
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ADD CURB TO
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GARAGE, SEE
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DETAIL
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8"
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F6A
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8"
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CONT.
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1-#5
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS
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SCALE: 1/2" = 1'-0"
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GRADE
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RECESS
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'F3' FOOTING
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5" MIN.
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7" HOOK, EMBED
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#5 DOWEL WITH
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'F3' WITH CURB AT GARAGE
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5" MIN. BELOW
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7" HOOK, EMBED
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#5 DOWEL WITH
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GARAGE FLOOR
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OF FLOOR
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VARIES WITH SLOPE
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IN FOOTING DIMENSIONS
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CURB IS OPTIONAL & NOT INCLUDED
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'P' PAVERS DETAIL ENTRY/LANAI
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PAVERS
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8"x8" CONC. RIBBON
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W/ 1 #5 ROD CONT.
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GRADE
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PLAN NOTES: 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0". 2) 'F#' DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET. 3) # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET. 4) PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING TO BOND BEAM. 5) ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY EXTEND BEYOND FACE OF WALL. 6) FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/DOOR SUPPLIER. 7) PROVIDE PRESSURE TREATED BUCKS AT WINDOWS / DOORS PER DETAIL 7/S-3.
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%%uFOUNDATION PLAN
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SCALE: 3/16" = 1'-0"
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3'X3' CONC.
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SET A/C AT
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OR ABOVE
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FLOOD
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ELEVATION
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RECESS TILE
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SHWR 3 1/2"
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5'-0" TUB
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ELEV @ 0'-(-4")
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PAVERS BY OTHERS
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P
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P
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F1
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P
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F3 W/ CURB
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F3 W/ CURB
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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A
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A
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F3
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 9'-4". ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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PAVERS BY OTHERS
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DW.
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RANGE
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D
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W
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%%U%%OFOUNDATION PLAN: %%O
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SCALE: 3/16"=1'-0"
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A/H
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L.T.
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OPT.
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A
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A
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5'-0" TUB
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5'-0" TUB
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A
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F3
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F6A
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F6A
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F6A
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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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A
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SAND
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A
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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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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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'F6A' STEP DOWN
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1 #5
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3" CLEAR COVER
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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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#5 BAR IN GROUTED CELL, LAP 25" WITH #5 DOWEL OUT OF SLAB, WITH 7" HOOK INTO TOP OF BOND BEAM
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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BOND BEAM & 1#5 ROD
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60" HIGH WALL W/ 8"
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INSTALL OUTDOOR KITCHEN & SINK
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P
5-25-18DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
3/16"=1'-0"
S2-M
ROOF
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
GSU
BDIV
: LIN
DSFO
RD II
50's
RESI
DENC
E FO
R:
G.C.
D.# :
1028
6
LOT:
387
MOD
EL:
BLOC
K :
ADDR
ESS:
3266
BIR
CHIN
LAN
E
SPEC
UNIT
243
1
D.R.
H.# :
5789
2014
4
A01
A02
A03
A04
A05
A06
A07
A08
H
J
1
0
H
J
1
0
A
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5A
CJ1
CJ3
CJ5A
A09
A11
A14
A15
A16
A17
A18
A19
A20
B03
B04
B05
H
J
1
0
H
J
1
0
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
CJ1
CJ3
CJ3A
D5
D6
H
J
8
H
J
8
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
D7
D8
D9
E1
E2
H
J
8
A
CJ1
CJ3B
CJ1
CJ3
H
J
8
A
CJ1
CJ3B
CJ1
CJ3
A12(4)
A10(5)
EJ7(12)EJ7A(4)
EJ7(6)
A11(2)
A13(4)
EJ5(3)
EJ5A(4)
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L.T.
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SCALE: 3/16" = 1'-0"
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%%U%%OROOF PLAN: "M"%%O
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OPT.
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#5 BAR IN GROUTED CELL,
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WITH 7" HOOK INTO TOP
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OF BOND BEAM.
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HIP
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HIP
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RIDGE
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%%U8F8-OB
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%%u%%oMSTR BATH
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CEILING
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%%u%%o#2
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%%U%%OKITCHEN
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%%u%%oBEDROOM #3
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9'-4" FLAT CEILING
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%%U%%O2 CAR GARAGE
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9'-4" FLAT CEILING
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%%u%%oMASTER SUITE
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%%U%%OGREAT ROOM
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9'-4" FLAT CEILING
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%%U%%OENTRY
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%%U%%OLANAI
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9'-4" FLAT CEILING
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%%u%%oBEDROOM #2
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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%%U%%OUTILITY
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9'-4" FLAT CEILING
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%%u%%oBATH #3
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%%u%%oDINING ROOM
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%%u%%oBATH
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%%u%%o#4
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%%u%%oBATH
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%%U8F16-1B/1T
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%%U8F16-1B/1T
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%%U%%OFOYER
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9'-4" FLAT CEILING
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= BEARING @ 9'-4" A.F.F.
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BEARING HEIGHTS
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= BEARING @ 13'-11"
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%%U8F8-1B
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-1B
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 9'-4". ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-0B
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%%U8F8-1B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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S-3
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11
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S-3
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11
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S-4
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3
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%%U8F16-1B/1T
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S-4
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3
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CORNER BARS IN BOND BEAM PER 8/S-3
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EMBED 1-HTA16-18 AT ALL TRUSSES EXCEPT AS NOTED AT GIRDERS
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8"x8" CONTINUOUS MASONRY
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BOND BEAM AT TOP OF WALL.
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WITH 1 #5 BAR. PROVIDE CORNER
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BARS PER 8/S-3
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%%U8F8-0B
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%%U8F8-OB
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BOTTOM @ 11'-4"
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ADD COURSING AS NEEDED TO 8X8 BOND BEAM W/ 1-#5, TOP @ 13'-11"
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DUAL BEARING KNEEWALL TOP @ 13'-11"
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%%U8F8-1B
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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COFFERED
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CEILING
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COFFERED
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CEILING
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10'-4"
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10'-4"
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13'-11"
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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HIP
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RIDGE
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RIDGE
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%%u%%oW.I.C.
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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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ENTRY CEILING PER 2/S-3
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LANAI CEILING PER 2/S-3
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WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
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RIDGE
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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VALLEY
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VALLEY
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HIP
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VALLEY
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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10'-4" COFFERED
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10'-4" COFFERED CEILING
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10'-4" COFFERED CEILING
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10'-4" COFFERED CEILING
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%%UPRECAST LINTEL SCHEDULE
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%%U8F8-1B
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%%U8F8-0B
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'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"
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8" PRECAST LINTEL
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%%U8F16-1B/1T
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1 #5 BOTTOM
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1 #5 TOP
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AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
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WALL ABOVE WITH BOND BEAM AT TOP
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#5 VERTICAL, ABOVE LINTEL ONLY WHERE NOTED ON PLAN
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HOOK #5 BAR INTO TOP OF BOND BEAM
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PLAN NOTES: 1) ROOF TRUSS BEARING ELEVATION VARIES, SEE LEGEND. 2) ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER PER DESIGN CRITERIA ON SHEET S-3. 3) PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS SHEET. 4) FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-3. 5) 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET. 6) AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 2/A-6.
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S-4
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2
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1-HTA16-18 @ B03
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FALSE KNEEWALL
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HUC26-2 @CJ3A W/ (6) 1/4X2 1/4 TITEN
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TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY BUILDERS FIRST SOURCE, JOB #: MASTER, DATED: 03/06/18, REVISED: 04/7/17
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(+33.5, -44.8)
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(+33.5, -36.3)
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(+33.5, -36.3)
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(+33.5, -36.3)
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(+33.5, -36.3)
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(+33.5, -36.3)
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(+33.5, -36.3)
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(+33.5, -36.3)
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(+33.5, -36.3)
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(+33.5, -36.3)
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(+33.5, -36.3)
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(+33.5, -36.3)
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(+33.5, -36.3)
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(+33.5, -44.8)
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(+28.2, -31.5)
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(+29.4, -33.3)
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(+33.5, -36.3) WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR. (Vasd=124 MPH, RISK CAT II, ENCLOSED, kd=0.85, H=15')
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TRUSS B05 BEARS 4" ON MASONRY @ 9'-4"
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1-HTA16-18 @ D5
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1-HTA16-18 @ D5
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1-HTA16-18 @ B03
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2-HTA20 @ A01
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NO BEARING
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1-HTA16-18 @ A01
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1-HTA16-18 @ A01
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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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%%U%%ODEN
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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10-10dx1 1/2", EMBED 4"
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1870
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INSTALL HTA16-18 AT ALL TRUSSES TO 1615 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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(1)HTA20
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NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE AND SUITABLE FOR THE GEOMETRY. EMBED STRAP ON C/L OF WALL. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 3) WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER DETAIL 2/S-4. 4) 'ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR. INSTRUCTIONS.
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2800 (2 PLY)
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3170 (2 PLY)
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5005
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2430 (1 PLY)
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10-10dx1 1/2", EMBED 4"
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5/8"%%C ATR, EPOXY 12"
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(2)HTA16-18
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(2)HTA16-18
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(2)HTA20
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HTT45
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R2
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TRUSS STRAPPING TO MASONRY
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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1615
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10-10dx1 1/2", EMBED 4"
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(1)HTA16-18
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CONNECTOR
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FASTENER
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10-10dx1 1/2", EMBED 4"
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10-10dx1 1/2", EMBED 4"
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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 )