NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION
1760
N/A
1055
B
0
UPLIFT
MSH422
K
3600
1250
THDH26-3
(2) PLY
THD28-2 4310 / 4680
2245
(1) PLY FLR. TRUSS
2435
SYMBOL
1440
0
1855
A*
0
L
P
5320
5
6-3/16"
2x4 T.C. MIN.
14 1/2"CANT.
12
TYP. ROOF TRUSS END DETAIL
8" BRG.
N.T.S.
TILE ROOF
14'-0" BEARING HT.
12'-4" BEARING HT.
9'-4" BEARING HT.
Hatch Legend
REVISIONS
No. DATE NOTES BY
CAUTION!!!
DO NOT ATTEMPT TO ERECT TRUSSESWITHOUT REFERRING TO THE ENGINEERINGDRAWINGS AND BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE INPLACE PRIOR TO LOADING TRUSSES. (ie.SHEATHING, SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS MUST BE INPLACE PRIOR TO INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING SHEETS FORTHE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND NAILINGSCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNINGBACK CHARGES WILL NOT BEACCEPTED REGARDLESS OF FAULTWITHOUT PRIOR NOTIFICATION BYCUSTOMER WITHIN 48 HOURS ANDINVESTIGATION BY Builders First Source.NO EXECPTIONS.
THE GENERAL CONTRACTOR ISRESPONSIBLE FOR ALL CONNECTIONSOTHER THAN TRUSS TO TRUSS, GABLESHEAR WALL, AND CONNECTIONS.TEMPORAY AND PERMANENT BRACING,AND CEILING AND ROOF DIAPHRAMCONNECTIONS.
6850 Taylor Road Punta Gorda, Fl. 33950Phone: 941-575-2250 / Fax:941-575-0319
IMPORTANT
This Drawing Must Be Approved And ReturnedBefore Fabrication Will Begin. For Your ProtectionCheck All Dimensions And Conditions Prior To
Approval Of Plan.SIGNATURE BELOW INDICATES ALL NOTESAND DIMENSIONS HAVE BEEN ACCEPTED.
By _________________________Date___________
NOTES:1) ALL DIMENSIONS ARE FEET-INCHES-SIXTEENTHS.2) DO NOT CUT OR ALTER TRUSSES IN ANY WAY.3) ALL REACTIONS ARE UNDER 5000 LBS. UNLESS NOTE OTHERWISE.4) ALL UPLIFTS ARE UNDER 1000 LBS. UNLESS NOTED OTHERWISE.5) FRAMING REQUIRED BELOW TRUSSES TO GET DESIRED CEILING CONDITIONS.6) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIED W/ TRUSS PACKAGE.
DATE DRAWN 5/3/2018
DATE PRINTED 5/3/2018
MASTERJOB No.
WIND LOAD 160 MPH
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY II
IMPORTANCE FACTOR 1.0
WIND DURATION FACTOR 1.60
OPENING CONDITIONS ENCLOSED
GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS
TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORDLIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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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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2-26 SH
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16'-0" X 8'-0" O.H. GARAGE DOOR
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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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3080 FRONT ENTRY DR.
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@ 0'-0" A.F.F.
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@ 0'-0" A.F.F.
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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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%%U%%OFRONT ELEVATION: "L" %%O
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SCALE: 3/16" = 1'-0"
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CANTILEVER
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TRUSS
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A4
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A4
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A4
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A4
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TO GRADE
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CANTILEVER
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TRUSS
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TYP.
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12
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5
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TYP.
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8'-0" X 8'-0" O.H. GARAGE DOOR
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A4
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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
6-18-18DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
JWC
A-2L
3/16" = 1'-0"
SLAB & PLUMBING
SUBD
IV: T
OSCA
NA IS
LES
60's
RESI
DENC
E FO
R:
G.C.
D. #
: 103
52
LOT:
91M
ODEL
:BL
OCK
:
ADDR
ESS:
376 M
ARAV
IYA
BLVD
SPEC
UNIT
198
3 - E
DISO
N
D.R.
H. #
: 578
3700
75
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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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ELEVATION @ (-) 0'-4"
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PAVERS BY OTHERS
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16'-0" X 8'-0" O.H. GARAGE DR.
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6" X 12" RECESS
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PAVERS BY OTHERS
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RUN ELECTRIC IN
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CONDUIT FOR
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KITCHEN ISLAND
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SAWCUT SLAB PER
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DETAIL 5/S-3
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LOWEST POINT OF GARAGE FLOOR SHALL BE CONSTRUCTED AT OR ABOVE FLOOD ELEVATION
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ELEV @ 0'-(-4")
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2" SLOPE
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%%U%%OSLAB & PLUMBING PLAN:%%O
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SCALE: 3/16"=1'-0"
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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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TILE SHWR.
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REC. 3 1/2"
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BRASS FLOOR OUTLET W/ SWITCH
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REC. 3 1/2"
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TILE SHWR.
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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HB
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WASH.
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OPT.
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LT.
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ELEVATION @ 0'-0"
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WING
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WALLS
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4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR PAVER LANAI OR WHERE IMPACT WINDOWS ARE REQUIRED.
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HB
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WH
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A/C COMPRESSOR SHALL BE INSTALLED AT OR ABOVE FLOOD ELEV.
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8'-0" X 8'-0" O.H. GARAGE DR.
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6" X 12" RECESS
D R HORTON
D R HORTON
6-18-18DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
JWC
A-3L
FLOOR
3/16"=1'-0"
SUBD
IV: T
OSCA
NA IS
LES
60's
RESI
DENC
E FO
R:
G.C.
D. #
: 103
52
LOT:
91M
ODEL
:BL
OCK
:
ADDR
ESS:
376 M
ARAV
IYA
BLVD
SPEC
UNIT
198
3 - E
DISO
N
D.R.
H. #
: 578
3700
75
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1
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3
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3
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3
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2
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3
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%%u%%oBEDROOM #2
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%%U%%ODEN
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9'-4" FLAT CEILING
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%%U%%OLANAI
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%%U%%OGARAGE
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%%U%%OENTRY
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COFFERED CEILING
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9'-4" FLAT CEILING
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5'-0" TUB
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MIRROR
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PKT.
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KNEE WALL
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RANGE
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O.H CABINET
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9'-4" CEILING
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9'-4" FLAT CEILING
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TP
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TB
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3
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42" WALL W/
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VALVES
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9'-4" CEILING
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9'-4" FLAT CEILING
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%%U%%ODINING
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9'-4" FLAT CEILING
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%%U%%OGREAT ROOM
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COFFERED CEILING
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%%u%%oMASTER SUITE
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COFFERED CEILING
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2
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2
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A/C UNIT ON
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36" X 36" PAD
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E
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D
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A
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4
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3
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EGRESS
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5
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3
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1
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F
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TILE SHWR.
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REC. 3 1/2"
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3
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2
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PK.
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FIR INSIDE
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1/2"
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12" VINYL SHELF
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12" VINYL SHELF
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3
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B.F.
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CEILING
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9'-4" CLGN
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3
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B.F.
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CEILING
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9'-4" CLGN
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4- SH
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24"x16"
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LINEN
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DRYER
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2
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3
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3
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9'-4" FLAT CEILING
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B
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B
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EGRESS
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EGRESS
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EGRESS
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%%U%%OFOYER
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O.H. CAB.
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%%U%%OUTILITY
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9'-4" CLGN
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DW
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SINK & DISP.
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A
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C
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2
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3
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4-16" PANTRY SHELVES 18" FROM F.F. 15" INCREMENTS
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2-2668 WOOD STD.
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GLASS OPTIONAL
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SCALE: 3/16" = 1'-0"
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%%U%%O1st FLOOR PLAN:%%O
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SEE NOTE 9
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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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SQUARE FOOTAGE
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CABINET BACKING
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KITCHEN UPPER TOP @ 54", 84"& 96" 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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8'-0" BIFOLD
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6'-8" POCKET
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8'-0" POCKET
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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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1,983
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714
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230
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35
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2,962
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------------------------------
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-------------------------------
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------------------------------
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-------------------------------
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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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2X6 KITCHEN KNEE WALL 34" TO 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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7)
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8)
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2)
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6)
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WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
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10)
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11)
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STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE, WATER HEATER, AND DRYER. VERIFY WITH CONTRACTOR AND SUBDIV. SPECS. A SEPARATE PERMIT IS REQUIRED FOR GAS PIPING.
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12)
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ALL CLOSET SHELVES TO BE 12". ALL PANTRY & LINEN TO BE (4)-16" SHELVES 18" O.F.F. WITH 15" INCREMENT.
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16080 O.H. GARAGE DOOR
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WING
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WALLS
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BETTER INSULATION
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MINIMUM R-13 OR
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22" X 36"
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ATTIC ACCESS
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SEE NOTE 9
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%%U%%OBEDROOM #3
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9'-4" FLAT CEILING
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O.H. CAB.
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REF. SPACE
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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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5
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B.F.
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5
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SHELF
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2
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2
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2
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12" VINYL SHELF
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%%U%%OBATH #2
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12" VINYL
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4- SH
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LINEN
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TOP OF ARCH
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@ 8'-8" A.F.F.
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7
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2017 ACCESSIBLE
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COFFERED
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CEILING
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ESCAPE
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12'-4" COFFERED
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CEILING
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11'-4" FLAT CLG
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TEMPERED
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14'-0" FLAT CEILING
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9'-4" FLAT CLG
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RECESSED A/H
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MICROWAVE @ 102"
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10'-4"
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10'-4"
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10'-4"
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10'-4"
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FOYER CEILING
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FOYER CEILING
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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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3
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3
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DEN/FOYER DETAIL
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5
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3
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MASTER SUITE DETAIL
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CEILING
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FOYER CEILING
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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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8" STUD WALL
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6" STUD WALL
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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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COMMENTS
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SEE NOTE 1
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SEE NOTE 1
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WIDTH
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HEIGHT
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OVERHEAD
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GARAGE DOOR
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192
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96
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DISTINCTION
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3080
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36
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96
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ENTRY DR.
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SIDE LITE
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12
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96
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1
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1
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1
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4
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3-4080
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SL. GL. DR.
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35
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SH
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25
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SH
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34
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SH
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2-35
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SH
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1
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1
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2
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2
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1
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8
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54
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63
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38
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63
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108
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96
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108
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63
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54
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51
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2-26
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SH
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1
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76
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51
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TEMPERED
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OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT
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TILE SHWR.
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REC. 3 1/2"
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4
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8080 O.H. GARAGE DR.
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4
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OVERHEAD
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GARAGE DOOR
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96
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96
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1
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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HB
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WASH.
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OPT.
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LT.
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HB
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WH
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SAFETY GLAZED
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1.
6-18-18DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
JWC
A-4L
ROOF & CEILING
3/16"=1'-0"
SUBD
IV: T
OSCA
NA IS
LES
60's
RESI
DENC
E FO
R:
G.C.
D. #
: 103
52
LOT:
91M
ODEL
:BL
OCK
:
ADDR
ESS:
376 M
ARAV
IYA
BLVD
SPEC
UNIT
198
3 - E
DISO
N
D.R.
H. #
: 578
3700
75
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AIR HANDLER DETAIL
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A/H
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SCALE: 1/4"= 1'-0"
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A/H
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A
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A-4
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ELEVATION @ WALL
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ELEVATION @ +12"
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A
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A-4
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COFFER DETAIL "A"
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SCALE: 3/8"= 1'-0"
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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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BEARING HEIGHT
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= BEARING @ 9'-4" A.F.F.
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= BEARING @ 14'-0" A.F.F.
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INTERIOR BEARING HEIGHT
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= BEARING @ 12'-4" A.F.F.
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1
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%%u%%oBEDROOM #2
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%%U%%OBEDROOM #3
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%%U%%ODEN
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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%%U%%OLANAI
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%%U%%OGARAGE
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%%U%%OENTRY
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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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%%U%%ODINETTE
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9'-4" FLAT CEILING
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%%U%%OGREAT ROOM
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COFFERED CEILING
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%%u%%oMASTER SUITE
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COFFERED CEILING
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CEILING
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9'-4" CLG
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CEILING
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9'-4" CLG
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9'-4" FLAT CEILING
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%%U%%OBATH #2
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%%U%%OFOYER
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%%U%%OUTILITY
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9'-4" CLG.
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HIP
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HIP
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HIP
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HIP
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RIDGE
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RIDGE
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12'-4" COFFERED
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CEILING
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11'-4" FLAT CLG
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14'-0" FLAT CEILING
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RIDGE
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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10'-4" COFFERED
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CEILING
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RECESSED A/H
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10'-4"
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10'-4"
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COFFERED
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CEILING
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SCALE: 3/16" = 1'-0"
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%%U%%OROOF & CEILING PLAN:%%O
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RIDGE
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HIP
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CRICKET
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HIP
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VALLEY
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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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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19.9 SQ. FT.
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2922 SQ. FT.
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WITHOUT OFF RIDGE VENTS
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VENTILATION REQUIRED
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WITH OFF RIDGE VENTS (O.R.V)
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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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5.3%%%
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MIN AIR FLOW OF SOFFIT
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O.R.V. NOT USED
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HB
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WASH.
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OPT.
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LT.
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HB
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WH
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10'-4"
6-18-18DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
JWC
A-5L
ELECTRICAL
3/16"=1'-0"
SUBD
IV: T
OSCA
NA IS
LES
60's
RESI
DENC
E FO
R:
G.C.
D. #
: 103
52
LOT:
91M
ODEL
:BL
OCK
:
ADDR
ESS:
376 M
ARAV
IYA
BLVD
SPEC
UNIT
198
3 - E
DISO
N
D.R.
H. #
: 578
3700
75
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Electrical Notes:
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All outlets in wet areas and all exterior outlets to be GFI's
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All electrical equipment to be set at or above base flood elevation.
ZINC COATED G90, FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP
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SYSTEM ROOF SHEATHING MANUFACTURERS PUBLISHED REQUIREMENTS. ALL FLASHING AND
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INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).
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SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.
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DIMENSION PLACED PERPENDICULAR TO TRUSSES. A 1/8" SPACE BETWEEN ADJACENT
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GENERAL ROOF ASSEMBLY
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2
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INSTALL PANELS WITH LONG
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DRIP EDGE
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DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLE ROOFS,
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LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM OF 1/2"
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BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINIMUM OF 2". DRIP
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EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL BE A
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MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
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COMPLY WITH CURRENT WIND CODE,
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CORNER OF
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MID WALL
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FELT STRIP
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BUILDING
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CORNER BEAD
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WEEP SCREED
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FELT STRIP
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WIRE LATH
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EXPANSION JOINT
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OVER FELT
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OVER FELT STRIP
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BUILDING
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BUILDING
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FELT STRIP
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EXPANSION JOINT
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CORNER OF
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BUILDING
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MASONRY WALL
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OVER WIRE LATH
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EXPANSION JOINT
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OVER BLOCK WALL
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OVER WIRE LATH
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EXPANSION JOINT
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DECO. TEXTURED FINISH
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OVER WIRE LATH
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DECO. TEXTURED FINISH
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FRAME WALL
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FELT OVER
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FRAME WALL
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WIRE LATH
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OVER FELT
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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WIRE LATH OVER
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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FRAME WALL
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FELT PAPER
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MITER OVER SCREED
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WIRE THE CONTROL
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JOINT TO LATH WITH
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18 GA. GALVANIZED
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WIRE AT 7' O.C. MAX.
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AMICO M-TYPE
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CONTROL JOINT
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AMCJM-780 OR
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APPROVED EQUAL
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OVER LATH (CUT
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LATH BEHIND
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CONTROL JOINT 1/4'
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MIN. GAP) LOCATE
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OVER STUD ONLY
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AND PER NOTE 1
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FULLY EMBED BACK FACE
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OF WEEP SCREED IN
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CAULK. LET OOZE OUT AT
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CORNER AND SCREED 2"
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MIN. WIDTH
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MITER OUT CORNER
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BEAD AT
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MID WALL
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WEEP SCREED
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*
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NOTE 1:
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MAX OF 144 SQ. FT.
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BETWEEN CONTROL
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JOINTS. NOT GREATER
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THAN 18'-0"O.C. MAX
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AREA RATIO OF
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CONTROL JOINTS-2-2/1 TO 1
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(AT WOOD
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FRAME ONLY)
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*
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CAULK CENTER JOINT
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IN MID WALL WEEP
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SCREED 2" IN EA.
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DIRECTION AT CORNER
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WOOD FRAME
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MASONRY WALL
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%%UMASONRY WALL
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%%UMASONRY WALL
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MASONRY WALL
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%%UWEEP SCREED DETAIL
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INSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE
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WOOD STUD FRAMING IS ABOVE MASONRY WALLS.
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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MASONRY NAIL
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6" WIDE FELT
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METAL LATH
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MASONRY WALL
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PAPER BACK
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WALL SHEATHING
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WITH HOUSE WRAP
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OR ZIP SYSTEM
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WALL SHEATHING
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WOOD FRAMING EITHER FLOOR TRUSS OR GABLE END TRUSS
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C
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L
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FELT AND
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WEEP SCREED
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%%UMID WALL WEEP SCREED DETAIL
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OVER
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WITH FELT
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FRAME WALL
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WIRE LATH
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WOOD FRAME
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MASONRY WALL
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FINISH FLOOR
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5.7 SQ. CLEAR OPENING
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MINIMUM EGRESS WINDOW DETAIL
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R310.2.1 MINIMUM OPENING AREA:- ALL EMERGENCY ESCAPE AND RESCUE ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQAURE FEET (0.530 m² ). ). EXCEPTION:- GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET (0.465 m² ). ). R310.2.1 MINIMUM OPENING HEIGHT:- THE MINIMUM NET CLEAR OPENING THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES (610mm). R310.2.1 MINIMUM OPENING WIDTH:- THE MINIMUM NET CLEAR OPENING THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (508mm). R310.1.1 OPERATIONAL CONSTRAINTS:- EMERGENCY ESCAPE AND RESCUE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. R310.2.3 WINDOW WELLS:- THE MINIMUM HORIZONTAL AREA OF THE WINDOW THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQUARE FEET (0.84 m² ), WITH A MINIMUM HORIZONTAL ), WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES (914mm). THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.
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NOTE:EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVE RADIANT BARRIER AND HOUSE WRAP.
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RADIANT BARRIER:
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SCALE: N.T.S.
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ATTIC
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EXTERIOR
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GABLE WALL
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EXTERIOR STUD WALL OR TRUSS
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EXTERIOR PLYWOOD W/ RADIANT BARRIER ON ATTIC SIDE
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HOUSE WRAP
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ROOF
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RADIANT BARRIER GLUED TO PLYWOOD
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TOP CHORD
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ATTIC
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EXTERIOR
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SLOPE TO EXTERIOR
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2
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TYPICAL WALL SECTION
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SCALE: N.T.S.
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WOOD BASE
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W/ INSULATION (MIN. R4.1)
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1/2" DRYWALL W/ TEXTURED WALLS.
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1X2 P.T. FURRING STRIPS @ 24" O.C.
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GRADE
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8"X8"X16" CONC. BLOCK
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R=30 FIBERGLASS
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INSUL.
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1X4 P.T. STRIP.
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SIZE AND REINFORCING.
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FOUNDATION PLAN FOR
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CONCRETE FOOTING SEE
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WINDOW, SEE SCHEDULE AND PLAN.
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PER NOTE 9 IN
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DRYWALL CEILING
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TABLE 1 ON A-6
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SEE ENGINEERING
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PRECAST LINTEL
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FLASHING AND DRIP EDGE
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PER NOTES IN TABLE 2 ON A-6
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EMBEDDED STRAP AT EACH
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TRUSS PER ROOF FRAMING PLAN.
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WOOD TRUSSES @ 24" O.C. (TYPICAL)
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DESIGNED BY DELEGATED TRUSS ENGINEER.
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ROOF SHEATHING PER SCHEDULE 2/S-3
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TILE ROOF PER NOTE 4 ON A-6.
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AND PER NOTES IN TABLE 2 ON A-6
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2X6 MIN. SUB FASCIA
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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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PROVIDE VENTILATION
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PER R806.1
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SEE TABLE 3 ON S-3
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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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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4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANIALLY COMPACTED FILL PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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SHALL MEET R703.1.2.1
6-18-18DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
JWC
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
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ngin
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ly.
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as p
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rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
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umbi
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, life
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ene
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STR
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TUR
AL
ENG
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RIN
GSU
BDIV
: TOS
CANA
ISLE
S 60
's
RESI
DENC
E FO
R:
G.C.
D. #
: 103
52
LOT:
91M
ODEL
:BL
OCK
:
ADDR
ESS:
376 M
ARAV
IYA
BLVD
SPEC
UNIT
198
3 - E
DISO
N
FOUNDATION
3/16"=1'-0"
S-1 L
D.R.
H. #
: 578
3700
75
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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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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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%%uFOUNDATION PLAN
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SCALE: 3/16" = 1'-0"
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'F3' FOOTING
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5" MIN.
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7" HOOK, EMBED
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#5 DOWEL WITH
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'F3' WITH CURB AT GARAGE
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5" MIN. BELOW
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7" HOOK, EMBED
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#5 DOWEL WITH
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GARAGE FLOOR
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OF FLOOR
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VARIES WITH SLOPE
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IN FOOTING DIMENSIONS
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CURB IS OPTIONAL & NOT INCLUDED
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'P' PAVERS DETAIL ENTRY/LANAI
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PAVERS
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8"x8" CONC. RIBBON
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W/ 1 #5 ROD CONT.
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GRADE
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SAND
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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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'F6A' STEP DOWN
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1 #5
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3" CLEAR COVER
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'F6' STEP DOWN
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2 #5
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3" CLEAR COVER
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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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3" CLEAR COVER.
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2 #5 CONT. W/
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"F5" FOOTING
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%%U%%OFOUNDATION PLAN: "L"%%O
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SCALE: 3/16"=1'-0"
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS (PAVERS)
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SCALE: 1/2" = 1'-0"
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GRADE
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RECESS
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS (CONCRETE)
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GRADE
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RECESS
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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HB
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WASH.
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OPT.
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LT.
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ELEVATION @ 0'-0"
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P
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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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#5 BAR IN GROUTED CELL,
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INTO TOP OF BOND BEAM
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LAP 25" WITH #5 DOWEL
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OUT OF SLAB, WITH 7" HOOK
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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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3'X3' CONC.
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ELEVATION @ (-) 0'-4"
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PAVERS BY OTHERS
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16'-0" X 8'-0" O.H. GARAGE DR.
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6" X 12" RECESS
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A
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F3 W/ CURB
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F3
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A
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A
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F3
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F3
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RUN ELECTRIC IN
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CONDUIT FOR KITCHEN
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ISLAND
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SAWCUT SLAB PER
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DETAIL 5/S-3
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F3
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F3
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F3
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PER DETAIL
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THIS SHEET
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HOLLOW DOT IS DOWEL
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INTO WINDOW SILL
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F6A
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LOWEST POINT OF GARAGE FLOOR SHALL BE CONSTRUCTED AT OR ABOVE FLOOD ELEVATION
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P
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P
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P
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F3
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ELEV @ 0'-(-4")
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2" SLOPE
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F3
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A
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F6
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WING
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WALLS
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FORM SLAB TO SHAPE OF WING WALL
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F5
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F3
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F3
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A
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A
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4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR PAVER LANAI OR WHERE IMPACT WINDOWS ARE REQUIRED.
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HB
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WH
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8'-0" X 8'-0" O.H. GARAGE DR.
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6" X 12" RECESS
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PER DETAIL
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THIS SHEET
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C
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F3 W/ CURB
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A
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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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FORM SLAB TO SHAPE OF WING WALLS
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BRASS FLOOR OUTLET W/ SWITCH
6-18-18DATE:
PLAN:
SHEET#
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CHECKED BY:
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A1
A2
A3
A4
A5
A6
A7
A8
H
J
1
0
A
H
J
1
0
CJ1
CJ3
CJ5A
CJ1
CJ3
CJ5A
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
A9
A10
A10
A10
A9
A11
A11
A12
A12
A12
A12
A12
H
J
7
CJ1
CJ3
CJ1
H
J
7
CJ1
CJ3
CJ1
CJ3
B1
B1
G1
B2
G2
C1
C1
C2
C3
C3
C3
D1
D11
D11
D11
D11
D13
D14
D17
D16
D15
B15
B16
H
J
1
0
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
EJ7
EJ7
MG7A
CJ2
V1
V2
EJ5(2)EJ5(2)
E1(3)
EJ7(12) EJ7A(4)
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BEARING HEIGHT
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= BEARING @ 9'-4" A.F.F.
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= BEARING @ 14'-0" A.F.F.
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INTERIOR BEARING HEIGHT
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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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%%UPRECAST LINTEL SCHEDULE
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%%U8F8-1B
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%%U8F8-0B
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'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"
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8" PRECAST LINTEL
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%%U8F16-1B/1T
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1 #5 BOTTOM
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1 #5 TOP
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AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
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WALL ABOVE WITH BOND BEAM AT TOP
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#5 VERTICAL, ABOVE LINTEL ONLY WHERE NOTED ON PLAN
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HOOK #5 BAR INTO TOP OF BOND BEAM
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= BEARING @ 12'-4" A.F.F.
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%%U8F8-1B
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(+33.5, -36.3)
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%%u%%oBEDROOM #2
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%%U%%OBEDROOM #3
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%%U%%ODEN
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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%%U%%OLANAI
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%%U%%OGARAGE
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%%U%%OENTRY
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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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%%U%%ODINETTE
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9'-4" FLAT CEILING
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%%U%%OGREAT ROOM
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COFFERED CEILING
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%%u%%oMASTER SUITE
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COFFERED CEILING
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CEILING
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9'-4" CLG
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CEILING
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9'-4" CLG
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9'-4" FLAT CEILING
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%%U%%OBATH #2
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%%U%%OFOYER
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%%U%%OUTILITY
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9'-4" CLG.
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HIP
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HIP
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HIP
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HIP
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RIDGE
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RIDGE
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12'-4" COFFERED
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CEILING
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11'-4" FLAT CLG
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14'-0" FLAT CEILING
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S-3
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12
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RIDGE
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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10'-4" COFFERED
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CEILING
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RECESSED A/H
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S-4
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1
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S-4
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2
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S-4
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2
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EMBED 1-HTA16-18 AT ALL
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TRUSSES, EXCEPT AS
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NOTED AT GIRDERS.
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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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SEE DETAIL 9/S-3 WHERE LINTEL
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AT LANAI/ENTRY INTERSECTS
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MAIN WALL, TYPICAL.
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#5 VERTICAL @ DOT LOCATION (48" O.C. MAX)
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IN GROUTED CELL W/ 7" HOOK INTO BOND BEAM
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%%U8F8-1B
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%%U8F8-0B
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%%U8F16-1B/1T
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%%U8F16-1B/1T
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%%U8F16-1B/1T
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 9'-4" . ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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%%U8F8-0B
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%%U8F16-1B/1T
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SIM.
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GABLE BRACE NOT NOT REQUIRED
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%%U8F8-1B
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BOTTOM @ 10'-8"
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1 GABLE BRACE REQUIRED PER DETAIL 12/S-3
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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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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
INSTALL HTA16-18 AT ALL TRUSSES TO 1615 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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(1)HTA20
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NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE AND SUITABLE FOR THE GEOMETRY. EMBED STRAP ON C/L OF WALL. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 3) WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER DETAIL 2/S-4. 4) 'ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR. INSTRUCTIONS.
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2800 (2 PLY)
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3170 (2 PLY)
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5005
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2430 (1 PLY)
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10-10dx1 1/2", EMBED 4"
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5/8"%%C ATR, EPOXY 12"
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(2)HTA16-18
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(2)HTA16-18
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(2)HTA20
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HTT45
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R2
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TRUSS STRAPPING TO MASONRY
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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1615
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10-10dx1 1/2", EMBED 4"
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(1)HTA16-18
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CONNECTOR
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FASTENER
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10-10dx1 1/2", EMBED 4"
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10-10dx1 1/2", EMBED 4"
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FASTENER
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12-10dx1 1/2"
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12-10dx1 1/2"
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12-10dx1 1/2"
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TRUSS STRAPPING TO STUD WALL/WOOD BEAM
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24-10dx1 1/2"
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24-10dx1 1/2"
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24-10dx1 1/2"
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NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS.
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24-10dx1 1/2"
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INSTALL AT ALL TRUSSES TO 1005 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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