Neighborhood Development Services 4970 City Hall Boulevard
12
This form shall be completed and submitted with Application Documents Owners Name P.I.D. Project Address Design Professional Phone Fax Contractor Phone Fax Applicable Codes Building Code Florida Building Code 2017 Residential Volume List all the Manufacturer / FL Product Approval / Mechanical Code Florida Building Code 2017 Residential Volume NOA #'s on the attached chart. Plumbing Code Florida Building Code 2017 Residential Volume Electrical Code NEC 2014 / NFPA 70 Accessibility Code Florida Building Code FACBC 2017 Energy Code Florida Building Code Residential Energy Efficiency 2017 Method of Design per R301 / Residential Volume Other Other m.p.h. R301.2 (4) Exposure feet psf Section R301.4 / R301.5 / R301.6 psf p.s.f psf p.s.f p.s.f Please Show Design Pressure p.s.f for Worst Case ONLY Components and Cladding Design Pressures: Z1 p.s.f. Z3 p.s.f. Z5 p.s.f. Z2 p.s.f. Z4 p.s.f. a= edge distance Misc. Notes Area Tabulation Living SF / Conditioned Space Garage SF / Garage Lanai SF / Lanai Entry SF / Entry Storage SF / Storage Other SF / Other Signature Date Architect / Engineer Seal Residential Data Summary Worksheet / Revised / April 2018 I certify to the best of my knowledge and belief, these plans and specifications have been designed to comply with the structural portion of the Building Code for wind and gravity loads as amended and enforced by the permitting jurisdiction. Live Load WINDOW & DOOR WIND Design Wind Speed Importance Factor Garage Doors Dead Load Floor Design Wind Debris Area Roof Design 4970 City Hall Boulevard North Port, FL 34286 Phone (941) 429-7044 Fax (941) 429-7180 Email: [email protected]Inspections (855) 941-4636 Neighborhood Development Services Structural Forces PRESSURE DESIGN LOADING Live Load RESIDENTIAL DATA SUMMARY WORKSHEET Construction Type Total Square Footage Doors Mean Roof Height Windows Dead Load IV V FBC 2017 / Residential Volume MAF Guide AF&PA (WFCM) ASCE 7 - 10 AISI (COFS/PM) ICC 600 Yes No B C
Neighborhood Development Services 4970 City Hall Boulevard
This form shall be completed and submitted with Application Documents
Owners Name P.I.D.
Project Address
Design Professional Phone Fax
Contractor Phone Fax
Applicable Codes
Building Code Florida Building Code 2017 Residential Volume List all the Manufacturer / FL Product Approval /
Mechanical Code Florida Building Code 2017 Residential Volume NOA #'s on the attached chart.
Plumbing Code Florida Building Code 2017 Residential Volume
Electrical Code NEC 2014 / NFPA 70
Accessibility Code Florida Building Code FACBC 2017
Energy Code Florida Building Code Residential Energy Efficiency 2017
Method of Design per R301 / Residential Volume
Other
Other
m.p.h. R301.2 (4)
Exposure feet
psf
Section R301.4 / R301.5 / R301.6 psf
p.s.f psf p.s.f
p.s.f Please Show Design Pressure p.s.f for Worst Case ONLY
Components and Cladding Design Pressures:
Z1 p.s.f. Z3 p.s.f. Z5 p.s.f.
Z2 p.s.f. Z4 p.s.f. a= edge distance
Misc. Notes Area Tabulation Living SF / Conditioned Space Garage SF / Garage
Lanai SF / Lanai Entry SF / Entry Storage SF / Storage Other SF / Other
Signature Date Architect / Engineer
Seal
Residential Data Summary Worksheet / Revised / April 2018
I certify to the best of my knowledge and belief, these plans and specifications have been designed to comply with the structural portion of the BuildingCode for wind and gravity loads as amended and enforced by the permitting jurisdiction.
NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION
895
B
UPLIFT
A*
QTY/FL
5230
S
1760
3265
(1) PLY
1515 / 2175
D
J
(1) PLY FLR. TRUSS(2) PLY
0
2435
0
MODEL
HTU28-2
1235 / 2140
2245
LUS24
SUR26
FLOOR
3820
SUL210
4355
S
0
2245
7460
O
4355
7460
4095
2245
2245
3895 / 4680
725
1
HTU26-2, HTU28-2HGUS26-2, HGUS28-2
J
THA426
E
THJA26
0
N/A
THAC422
1055
H
0 F
0
ROOF
0
1855
3200 / 3600
HGUS28-2
K
7460
N/A
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 ByBuilders FirstSource.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
06-15-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JBL
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: W
EST
VILL
AGES
50s
RESI
DENC
E FO
R:
G.C.
D.# :
1164
8
LOT:
179
MOD
EL:
BLOC
K :
ADDR
ESS:
1205
5 LOV
EGRA
SS S
TREE
T
SPEC
UNIT
243
1
D.R.
H.# :
5797
9004
3
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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
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TILE ROOF
3/16" = 1'-0"
06-15-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JBL
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: W
EST
VILL
AGES
50s
RESI
DENC
E FO
R:
G.C.
D.# :
1164
8
LOT:
179
MOD
EL:
BLOC
K :
ADDR
ESS:
1205
5 LOV
EGRA
SS S
TREE
T
SPEC
UNIT
243
1
D.R.
H.# :
5797
9004
3
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%%USIDE ELEVATION
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%%UFRONT ELEVATION
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%%UWATER CLOSET CLEARANCE DETAIL
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%%USIDE ELEVATION
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%%UFRONT ELEVATION
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%%UVANITY SINK CLEARANCE DETAIL
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MIRROR
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FAUCET
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FAUCET
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MIRROR
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KICK PLATE
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SLOPED CEILING
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VARIES
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VARIES
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HB
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W/H
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ELEV @ 0'-(-4")
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2" SLOPE
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6" X 12" RECESS
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SEE DETAIL
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PROVIDE 1/4" WATER
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LINE @ REF. SPACE
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FOR ICE MAKER
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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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16'-0" X 8'-0" O.H. GARAGE DR.
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
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SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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SET W/H ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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STANDARD SGD RECESS 1-1/2". IMPACT GLASS SGD RECESS 2-1/2".
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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%.
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THE FINISH FLOOR SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1 SEE SITE PLAN BY OTHERS
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PROVIDE TERMITE TREATMENT WITH "BORA CARE"
D R HORTON
D R HORTON
06-15-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JBL
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: W
EST
VILL
AGES
50s
RESI
DENC
E FO
R:
G.C.
D.# :
1164
8
LOT:
179
MOD
EL:
BLOC
K :
ADDR
ESS:
1205
5 LOV
EGRA
SS S
TREE
T
SPEC
UNIT
243
1
D.R.
H.# :
5797
9004
3
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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
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9)
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KITCHEN KNEE WALL TO BE FRAMED W/ TOP @ 41 1/2" A.F.F. W/ RAISED BAR TOP
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THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR - CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT
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PROVIDE SAFETY GLAZING AT BATH / SHOWER . PER FLORIDA BUILDING CODE R 308.4.5.
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PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE
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INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS
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7)
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8)
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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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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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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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%%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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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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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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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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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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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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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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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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2017 ACCESSIBLE
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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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14) ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO BE INSTALLED AT OR ABOVE FLOOD PLUS 1'-0" FREEBOARD.
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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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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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%%U%%ODEN
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%%U%%OBEDROOM #4
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6
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3
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10'-4" COFFERED CEILING
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1
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1
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2-3080 GLASS DR.
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2
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FOYER CEILING
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6
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3
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DEN/FOYER DETAIL
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2-3080 12 LITE
06-15-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JBL
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: W
EST
VILL
AGES
50s
RESI
DENC
E FO
R:
G.C.
D.# :
1164
8
LOT:
179
MOD
EL:
BLOC
K :
ADDR
ESS:
1205
5 LOV
EGRA
SS S
TREE
T
SPEC
UNIT
243
1
ROOF & CEILING
D.R.
H.# :
5797
9004
3
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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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%%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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%%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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10'-4" COFFERED
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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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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
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9'-4" FLAT CEILING
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%%U%%ODEN
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10'-4" COFFERED CEILING
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9'-4" FLAT CEILING
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%%U%%OBEDROOM #4
06-15-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JBL
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: W
EST
VILL
AGES
50s
RESI
DENC
E FO
R:
G.C.
D.# :
1164
8
LOT:
179
MOD
EL:
BLOC
K :
ADDR
ESS:
1205
5 LOV
EGRA
SS S
TREE
T
SPEC
UNIT
243
1
D.R.
H.# :
5797
9004
3
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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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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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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
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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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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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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2X6 MIN. SUB FASCIA
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4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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SEE ENERGY CODE FORMS FOR INSULATION R-VALUES
06-15-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JBL
JWC
3/16" = 1'-0"
FOUNDATION
S-1 M
Phon
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Fax
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) 540
-775
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8
LOT:
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MOD
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TREE
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UNIT
243
1
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H.# :
5797
9004
3
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HB
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W/H
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ELEV @ 0'-(-4")
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2" SLOPE
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6" X 12" RECESS
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SEE DETAIL
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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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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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P
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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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A
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MORTAR
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A
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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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LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
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SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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SET W/H ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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STANDARD SGD RECESS 1-1/2". IMPACT GLASS SGD RECESS 2-1/2".
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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%.
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THE FINISH FLOOR SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1 SEE SITE PLAN BY OTHERS
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PROVIDE TERMITE TREATMENT WITH "BORA CARE"
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INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1.
06-15-20DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JBL
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
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e an
d se
al is
for w
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e St
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Eng
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r of R
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d(S
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ly.
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STR
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BDIV
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D.# :
1164
8
LOT:
179
MOD
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BLOC
K :
ADDR
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1205
5 LOV
EGRA
SS S
TREE
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UNIT
243
1
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H.# :
5797
9004
3
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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%%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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%%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-META16 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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10'-4" COFFERED
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10'-4" COFFERED CEILING
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10'-4" COFFERED CEILING
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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-META16 @ 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-META16 @ D5
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1-META16 @ D5
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1-META16 @ B03
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NO BEARING
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1-META16 @ A01
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1-META16 @ 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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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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ROOF SHEATHING
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8d RING SHANK
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@ 6" O.C.
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16d NAILS @
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8" O.C.
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ROOF TRUSS
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BEVELED BLOCKING
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2" X ( ) BLOCKING W/ BEVEL CUT TOP, BLOCKING CAN BE ON EITHER SIDE OF TRUSS
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WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES. INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET (DR HORTON REQUIRMENT )
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%%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
INSTALL META16 AT ALL TRUSSES TO 1450 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE AND SUITABLE FOR THE GEOMETRY. EMBED STRAP ON ~C OF WALL. 2) CONNECTORS ARE SIMPSON STRONG TIE. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTRUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 3) WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER 2/S-4.
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(12) 0.162x3-1/2", EMBED 4"
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(10) 0.148x1-1/2", EMBED 4"
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(10) 0.148x1-1/2", EMBED 4"
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(9) 0.148x1-1/2", EMBED 4"
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(14) 0.162x3-1/2", EMBED 4"
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(12) 0.162x3-1/2", EMBED 4"
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FASTENER
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(8) 0.148x1-1/2", EMBED 4"
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TRUSS STRAPPING TO MASONRY
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(2)HHETA12 TO 40
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(2)HETA16 TO 40
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(2)META16 TO 40
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(2)META16 TO 40
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(1)HHETA16 TO 40
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2365 (2 PLY)
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2365 (2 PLY)
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1795 (2 PLY)
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1875 (1 PLY)
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2120
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(1)HETA16 TO 40
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(1)META16 TO 40
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CONNECTOR
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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1810
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1450
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R4-021020
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10690/SYP 10690/SPF
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4670/SYP 4015/SPF
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4235/SYP 3640/SPF
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3965/SYP 3330/SPF
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5445/SYP 5360/SPF
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10790/SYP 10790/SPF
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HTT5
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(1)HGT-2
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HTT4
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MGT (2 PLY)
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HTT5KT
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(1)HGT-3
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(26) 0.148x3" TO GIRDER,
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(18) 0.162x2-1/2", 5/8"~DATR, EPOXY 12"
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(22) 0.148x3" 5/8"~DATR, EPOXY 12"
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(26) 0.148x3", 5/8"~DATR, EPOXY 12"
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(26) SD#10x2-1/2, 5/8"~DATR, EPOXY 18"
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(16) 0.148x3" TO GIRDER,
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(2) 3/4"~DATR, EPOXY 12"
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(2) 3/4"~DATR, EPOXY 12"
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%%U%%ODEN
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10'-4" COFFERED CEILING
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9'-4" FLAT CEILING
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%%U%%OBEDROOM #4
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2
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10
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DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL 1. FLOOR & ROOF UNIFORM LOADS: ELEVATED FLOORS: LIVE LOAD 40 PSF, DEAD LOAD 20 PSF ROOF: LIVE TOP CHORD 20 PSF LIVE BOTTOM CHORD 10 PSF (NON-CONCURRENT w/ TCLL) CEMENT ROOF TILE DEAD LOAD 25 PSF TOTAL SHINGLE/METAL ROOFING DEAD LOAD 15 PSF TOTAL MINIMUM DEAD LOAD FOR WIND: TC 5 PSF, BC 5 PSF DEFLECTION CRITERIA: FLOOR L/480 LIVE, L/360 TOTAL ROOF L/240 LIVE, L/180 TOTAL 2. WIND LOADS: WIND DESIGN PER ASCE7-10 BASIC WIND SPEED (ASCE7-10) 160 MPH NOMINAL WIND SPEED (Vasd TABLE R301.2.1.3) 124 MPH BUILDING CATEGORY II IMPORTANCE FACTOR 1.00 EXPOSURE C MEAN ROOF HEIGHT = 15 FT ROOF PITCH 5/12 ENCLOSURE CLASS. ENCLOSED INTERNAL PRES. COEFF. +/- 0.18 WINDOW/DOOR DESIGN WIND PRESSURE, SEE TABLE IN DETAIL 3. SOFFITS - PER R703.1.2.1, ALL SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED IN TABLE R301.2(2) FOR WALLS. 3. REINFORCED CONCRETE: DESIGN AS PER ACI 318-14 REQUIRED COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE f'c = 2500 PSI 3~8" MINIMUM THICKNESS REINFORCED WITH 6x6 w1.4xw1.4 WWF OR FIBERMESH. CONVENTIONAL SHALLOW FOOTINGS f'c = 2500 PSI BEAMS AND COLUMNS f'c = 3000 PSI ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS 3" SLAB ON GRADE CENTERED BEAMS 1~8" COLUMNS 1~8" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. REINFORCING STEEL - ASTM A615 GRADE 40 FOR #3 GRADE 60 FOR #4 TO #11 WELDED WIRE FABRIC - ASTM A185 SPLICES IN REINFORCING, SHALL BE 40 BAR DIAMETERS. NON-CONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING IS NOT SPACED MORE THAN 5" APART FOR #5 BARS. FORMWORK AND SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS REACHED AT LEAST 2/3 OF THE REQUIRED 28 DAY STRENGTH. 4. REINFORCED MASONRY: DESIGN PER ACI 530-13 REQUIRED COMPRESSIVE STRENGTHS: MASONRY WALLS f'm = 1500 PSI REINFORCING STEEL - ASTM A615 GRADE 60. SPLICES IN REINFORCING, SHALL BE 48 BAR DIAMETERS. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. ALL CELLS BELOW FINISHED GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AT DOT LOCATIONS ON PLAN. 5. DELEGATED-ENGINEERED WOOD ROOF & FLOOR TRUSSES: ALL WOOD ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY A DELEGATED TRUSS ENGINEER PER RULE 61G15-31.003 OF THE FLORIDA ADMINISTRATIVE CODE. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." FOR OTHER BRACING REQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. 6. FOUNDATION: CONVENTIONAL SHALLOW CONCRETE FOOTINGS SOIL BEARING CAPACITY 2000 PSF THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL CONDITIONS FOR THE INTENDED STRUCTURE AND ASSUMED SOIL BEARING CAPACITY. IT IS RECOMMENDED THAT A GEOTECHNICAL FIRM BE HIRED TO PERFORM A SITE EVALUATION. 7. DIMENSIONS: VERIFY ALL DIMENSIONS WITH HOUSE PLANS. SEE HOUSE PLANS, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 8. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER FOR REVIEW FOR ALL STRUCTURAL ELEMENTS UTILIZING PREFABRICATED COMPONENTS. ONE SET OF SIGNED & SEALED TRUSS ENGINEERING SHALL BE DELIVERED TO THE ENGINEER OF RECORD FOR THE STRUCTURE PER FLORIDA ADMINISTRATIVE CODE 61G15-30.005 AND 61G15-31.003.
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3
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8
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7
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1
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5
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4
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NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 20' X 20' MAXIMUM SQUARES. 2) SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT.
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~w" DEEP SAWCUT w/ ELASTOMERIC SEALANT
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SLAB ON GRADE, SEE PLAN
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%%USLAB SAWCUT DETAIL
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SCALE: NTS
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11
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%%UCORNER BARS
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SCALE: NTS
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%%USTEP FOOTING
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SCALE: NTS
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FINISHED GRADE, SEE SITE PLAN
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3" CLEAR COVER TO REINFORCING
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EMBED DOWELS 5" WITH 10" STD HOOK
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MONOLITHIC FOOTING, SEE PLAN
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DOWEL TO MATCH WALL REINFORCING, LAP 25"
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VARIES
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%%UMONOLITHIC FOOTINGS
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SCALE: 3/4" = 1'-0"
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%%UINTERIOR
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B
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A
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%%UEDGE
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%%UGARAGE
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D
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%%USTEPDOWN
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C
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3" COVER
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MAINTAIN FOOTING WIDTH & DEPTH AT ALL VERT. AND HORIZ. SEGMENTS
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FOOTING REINF., SEE PLAN. LAP 40 BAR DIAMETERS
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MAINTAIN RUN TO RISE OF 2:1 OR MORE
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%%UFOOTING
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%%UPLAN VIEW
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FOOTING REINF., SEE PLAN
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LAP CORNER BARS 40 BAR DIAMETERS
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CONCRETE FOOTING, SEE PLAN
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SCALE: NTS
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%%UROOF DECK NAILING PATTERN
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%%UTYPICAL
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%%UPLAN
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%%UHOUSE
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8d RING SHANK NAILS 6" O.C. EDGE AND 6" OC FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS WITHOUT SPLITTING.
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%%URETROFIT UPLIFT CONNECTOR SCHEDULE
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#5 CORNER BAR, 25"x25"
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MASONRY BOND BEAM, TYPICAL
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%%UCORNER
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%%UCORNER BAR DETAIL IN BOND BEAMS
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SCALE: 3/4" = 1'-0"
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SCALE: 3/4" = 1'-0"
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#5 CORNER BAR, 25"x25"
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MASONRY BOND BEAM, TYPICAL
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%%UINTERSECTION
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6
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NOTE: THIS BUCK FASTENING DETAIL IS INTENDED FOR FLANGED WINDOW/DOOR PRODUCTS THAT FASTEN THRU THE FLANGE WITH WOOD SCREWS TO THE BUCK. FOR WINDOW/DOOR PRODUCTS THAT DO NOT HAVE A FLANGE AND FASTEN INSTEAD OUTWARD THRU THE FRAME, USE MASONRY SCREWS PER MFR. THAT ARE LONG ENOUGH TO PENETRATE 2-1/4" INTO THE MASONRY. IN THIS CASE, THE BUCK MATERIAL IS SIMPLY A SPACER AND MAY BE 1x4 OR 1x6 OR OMITTED ENTIRELY AND THE SPACER MAY BE TACKED IN PLACE WITH MASONRY NAILS OR PINS.
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%%UBUCK FASTENING
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8" CMU WALLS
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~4"x3~w" TAPCON @ 24" OC, 3 SCREWS MIN. (SEE NOTE)
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2x4 or 2x6 P.T. BUCK @ FLANGED WINDOWS (SEE NOTE)
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8" CMU, SEE PLAN FOR REINFORCING
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%%UGARAGE DOOR
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~8"~D EXPANSION BOLT, 4" MIN. EMBEDMENT, SPACE 24" OC AND 12" FROM TOP & BOT.
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2x8 OR 2x6 P.T. SYP#2
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2x2x~2" WASHER
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APPROVED ISOLATION PLATE
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8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 8/S-3.
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#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)
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12
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EMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP.
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#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
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%%UTRUSS STRAP TO BOND BEAM
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SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-3.
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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER
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ROOF SHEATHING, SEE SCHEDULE 2/S-3
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5
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SCALE: 3/4" = 1'-0"
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TRUSS BEARING
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SEE PLAN
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2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
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12
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2x4 OUTLOOKER
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ROOF SHEATHING, SEE SCHEDULE.
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A2.5A CLIP @ EA. OUTLOOKER TO TRUSS.
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TRUSS TOP CHORD, DROP 3~8"
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2x4 BLOCK AT
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%%uOUTLOOKER DETAIL
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SCALE: N.T.S.
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SHEATHING JOINT
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3-12d TOE NAILS
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2x4 BLOCKING
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%%UTHIS DETAIL USED
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%%UON ELEVATION L
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9
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8"x8" BOND BEAM w/ 1-#5
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#5 VERTICAL IN GROUTED CELL AT DOT LOCATIONS ON PLAN
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7" STANDARD HOOK INTO TOP OF BOND BEAM (MAY USE 7"x25" BENT BAR)
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#5 VERT. AT INTERSECTION OF BOND BEAM w/ 7" HOOK AT TOP
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HOOK BAR INTO TOP OF UPPER BOND BEAM
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%%USTEPPED BOND BEAM & REINFORCING
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MASONRY WALL
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VERTICAL BAR IN GROUTED CELL, SEE PLAN
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SCALE: 3/4" = 1'-0"
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UPPER BOND BEAM, SEE PLAN
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LAP CORNER BARS 40 BAR DIAMETERS
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BEARING
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HOOK OR CORNER BAR
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VERTICAL BOND BEAM, 8"x8" CMU w/ #5 VERTICAL
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LINTEL AT LANAI OR ENTRY, '8F16-1B/1T' (8"x16" FILLED SOLID, 1#5 BOTTOM, 1-#5 TOP)
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5
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+33.5 -36.3
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(Vasd=124 MPH, RISK CAT II, ENCLOSED, kd=0.85, h=15')
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INTERIOR ZONE 4
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+33.5 -36.3
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(SEE PLAN FOR OTHER SPECIFIC PRESSURES)
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1) TABLE MAY BE USED FOR ANY SIZE WINDOW OR DOOR IN EACH TYPE. 2) USE "INTERIOR ZONE 4" PRESSURES UNLESS WINDOW OR DOOR IS LOCATED WITHIN THE "END ZONE 5" (SEE DIAGRAM BELOW), THEN USE THE HIGHER PRESSURES UNDER THE "END ZONE 5" COLUMN. 3) ALL GLASS / GLAZING SHALL BE IMPACT RATED OR USE IMPACT RATED SHUTTERS. 4) SUBMIT PRODUCT APPROVALS TO THE BUILDING DEPARTMENT AS REQUIRED BY THE LOCAL JURISDICTION. 5) MANUFACTURED SOFFIT PRODUCTS SHALL BE INSTALLED PER MFR ENGINEERING SPEC SHEETS.
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WINDOW/DOOR/SOFFIT DESIGN WIND PRESSURES
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED
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* ON IRREGULAR SHAPED BUILDINGS, THERE IS NO GUIDANCE IN THE CODE FOR HOW FAR A CORNER MUST PROTRUDE FROM THE MAIN BUILDING TO BE CONSIDERED 'ZONE 5'. WE HAVE CHOSEN >15'. THIS IS SUBJECT TO JUDGEMENT CALL BY THE AUTHORITY HAVING JURISDICTION.
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IN ZONE 5, MANUFACTURED SOFFIT PRODUCTS MAY REQUIRE ADDITIONAL BATTONS OR FASTENING PER MFR ENGINEERING SPEC SHEETS TO MEET THE PRESSURE REQUIREMENTS.
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4
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5
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5
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%%UPLAN
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5
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4
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%%UHOUSE
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%%UTYPICAL
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5
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4
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4
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5
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8' OR 9' GARAGE DOORS
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TYPICAL WINDOWS & DOORS
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16' OR 18' GARAGE DOORS
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SOFFIT
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TYPE
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END ZONE 5 PRESSURES OCCUR AT "PRIMARY" OUTSIDE CORNERS OF BUILDING (BOLD LINES)
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ZONE
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4
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INTERIOR ZONE 4 PRESSURES
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5
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4
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5
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5
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5'-0"
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WIDTH = ______
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4
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5
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+33.5 -44.8
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END ZONE 5
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+33.5 -44.8
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+29.4 -33.3
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+28.2 -31.5
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END
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SHEATHING SCHEDULE
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FLOOR
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N/A
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EXTERIOR STUD WALL
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ROOF
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EXTERIOR CEILING AND SOFFIT
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OPTIONS: 1) 1x4 STRIPPING @ 16"OC w/ 2-8d NAILS TO EACH TRUSS, ~0" EXTERIOR GYPBOARD CEILING, FASTEN w/8d NAILS OR 1~0" DRYWALL SCREWS @ 6"OC EDGE & FIELD. 2) ~6" BC PLYWOOD NAILED w/ 6d COMMON @ 6" OC EDGE & FIELD. 3) VINYL OR ALUMINUM PERFORATED SOFFIT INSTALLED PER MANUFACTURER INSTRUCTIONS TO MEET WIND PRESSURES PER R703.1.2.1.
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A.P.A. RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER. FASTEN WITH 8d RING SHANK NAILS @ 6" O.C. EDGE AND 6" O.C. FIELD.
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(RING SHANK NAILS PER R803.2.3.1: 0.113" NOMINAL SHANK DIAMETER, RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL ROUND HEAD, 2" NAIL LENGTH)
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NOTE: EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED : EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED HERE MEET THE DESIGN WIND PRESSURES PER R703.1.2.1.
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7/16" ZIP SYSTEM WALL SHEATHING BY HUBER ENGINEERED WOODS LLC, NAILED W/ 8d COMMON WIRE @ 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. INSTALL SHEATHING AND SEAM TAPE IN STRICT ACCORDANCE WITH MFR. WRITTEN INSTRUCTIONS.
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(WHEN ~8" ZIP BRAND ROOF SHEATHING IS USED, H-CLIPS ARE NOT REQUIRED) REQUIRED)
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NOTES: 1) WHERE EMBEDDED STRAP IS MISSING OR MIS-LOCATED, PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE SIMPSON STRONG TIE. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTRUCTIONS.
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1-MTSM16 or 20
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2-LGT2
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HGT-2/3
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2-HTSM16 or 20
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CONNECTOR
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1-HTSM16 or 20
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RETROFIT STRAPS TO CONCRETE/MASONRY
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TO 10530
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TRUSS UPLIFT (LBS)
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TO 840
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TO 4300
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TO 2090
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TO 3480
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TO 1045
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@ 24" OC
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HTT16
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7-10dx1~8", 4-~4x2~4 TITEN
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EPOXY 12" EMBED WITH SIMPSON SET.
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8-10dx1~8", 4-~4x2~4 TITEN
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8-10dx1~8", 4-~4x2~4 TITEN
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16-16d, 7-~4"x2~4" TITEN
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18-16d, ~0"~D ALLTHREAD, DRILL
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& EPOXY 10" EMBED w/ SIMPSON SET.
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TWO ~w"~D ALTHREAD, DRILL &
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S-3
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3
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REVISIONS
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BY
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SHEET
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SCALE
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DATE
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CHECKED
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DESIGN/DRAWN
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SHEET OF 4
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(239) 549-4554
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CA# 8829
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STRUCTURAL
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SYSTEMS
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OF NORTH FLORIDA
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1634 S.E. 47th STREET, SUITE #3
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CAPE CORAL, FL 33904
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STRUCTURAL ENGINEERING:
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BUILDER:
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DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
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JOB NO.
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FOR BUILDERS FIRST SOURCE TRUSS, EXPOSURE C, M ELEVATION, JOB # MASTER, DATED: 03/06/18, REVISED: 04/07/17
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DWB/DWB
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DWB
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06/26/20
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AS NOTED
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DR 11648
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MODEL 2431 M
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STRUCTURAL DETAILS FOR
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12055 LOVEGRASS STREET VENICE, FLORIDA LOT: 179, SUBDIVISION:WEST VILLAGES 50's
” ”” ”
” ”
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1
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SCALE: 3/4" = 1'-0"
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%%UKNEEWALL @ ENTRY
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+9'-4"
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META16 AT LOWER TRUSS
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MASONRY WALL & BOND BEAM, SEE PLANS
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B02 OR B07 TRUSS
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2x4 DOUBLE TOP PLATE w/ SPH4 @ 16" O.C.
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ROOF SHEATHING PER SCHEDULE 2/S-3
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MTS16 STRAP AT UPPER TRUSS
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TRUSS D1
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+13'-11"
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2x4 SYP #2 @ 16" OC
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WALL SHEATHING PER 2/S-3
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%%UTHIS DETAIL USED
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%%UON ELEVATION L
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2
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APPROVED ISOLATION PLATE
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8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 6/S-3
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#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)
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#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
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%%UFULL HEIGHT WALL SECTION
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SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-3
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5
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TRUSS BEARING
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SEE PLAN
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FINISHED GRADE, SEE SITE PLAN
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3" CLEAR COVER TO REINFORCING
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EMBED DOWELS 5" WITH 10" STD HOOK
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MONOLITHIC FOOTING, SEE PLAN
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DOWEL TO MATCH WALL REINFORCING, LAP 25"
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SCALE: 3/4" = 1'-0"
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2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
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3
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SCALE: 3/4" = 1'-0"
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%%UKNEEWALL @ ENTRY
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+9'-4"
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MASONRY WALL & BOND BEAM, SEE PLANS
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TRUSS B04
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2x4 DOUBLE TOP PLATE w/ SPH4 @ 16" O.C.
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ROOF SHEATHING PER SCHEDULE 2/S-3
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MTS16 STRAP AT TRUSS
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TRUSS E1
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+13'-11"
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2x4 SYP #2 @ 16" OC
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WALL SHEATHING PER 2/S-3
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%%UTHIS DETAIL USED
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%%UON ELEVATION M
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FALSE KNEEWALL, NO STRAPS
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WALL SHEATHING PER 2/S-3
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BLOCKING
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2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
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At Exterior Stud Walls and Gable Ends with Wall Sheathing, apply plaster over metal lath over water resistive barrier as follows: Plaster R703.7.2: 3-coat 7/8" thick portland cement based : 3-coat 7/8" thick portland cement based thick portland cement based plaster per ASTM C926. Metal Lath R703.7.1: Self furring paper backed 2.5lb diamond : Self furring paper backed 2.5lb diamond mesh metal lath per ASTM C847, G60 galvanized, fastened per ASTM C1063 with 1-1/2” long, 11 gage nails with 7/16” long, 11 gage nails with 7/16” head (roofing nails) at 7” oc, or 1-1/2” long, 16 gage staples oc, or 1-1/2” long, 16 gage staples long, 16 gage staples at 6” oc, into the framing members (ie, the nails or staples oc, into the framing members (ie, the nails or staples must align with and penetrate 3/4” into the framing studs). into the framing studs). Water Resistive Barrier (WRB) R703.7.3: Water-resistive : Water-resistive vapor-permeable barrier with a performance at least equivalent to 2 layers of Grade D paper. The individual layers shall be installed independently. An approved house wrap may be used for the 1st layer and metal lath with approved paper backing may be the 2nd layer (Note: ZIP wall sheathing with seam tape qualifies as the first layer).
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EMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP
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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER
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ROOF SHEATHING, SEE SCHEDULE 2/S-3
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ROOF COVERING AS SELECTED BY BUILDER PER: FBCR905.2 ASPHALT SHINGLES FBCR905.3 CLAY AND CONCRETE TILE FBCR 905.4 METAL ROOF