8'-8" FLAT CEILING
EXPOSED TO WIND
8'-8" FLAT CEILINGEXPOSED TO WIND
U=3458
HVAC
2'-0" RECESSA/C
5/12 5/12
5/12
5/12
2-PLY
5/12
8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING
8'-8" FLAT CEILING
U=1100
U=1100
A07
A06
A05
A04
A03
A01
A02
A02
H7 H7
CJ01
CJ03
CJ05
EJ7
CJ01
CJ03
CJ05
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
CJ01
CJ03
CJ05
CJ01
CJ03
CJ05
A03
A03
A03
A03A
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
B01
B02
B02
B02
4-06-00
3-05-00
21-05-08
7-00-00
5-04-00
49-08-00
8-00-00
70-00-00
70-00-00
10-00-00 19-08-00
29-08-00
14-04-00 15-04-00
29-08-00
2-00-00
7-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-01-08
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-10-08
2-00-00
2-00-00
2-00-00
2-00-00
1-00-00
2-00-00
2-00-00
2-00-00
15-02-00
MODEL
0
G
THA422
SIMPSON CONNECTOR SCHEDULE
1550J
1415 / 2245
ACCESSORIES
B
4310 / 4680
0
1/2" NUTS
0
M
0
IDUPLIFT
SDS 1/4" x 3"
E
HTU26
M
L
BOLTS
7460
MODEL
0
MODEL
D
4095
E
0
H
5230
K
3x8 NAIL ON PLATES
0
SDS 1/4" x 6"
1/2" WASHERS
MODEL
0
QTY
MISCELLANEOUS
E
0
1530 / 3485
UPLIFT
HGUS28-3
0
HGUS26-2
C 0 D DHTU28-2 1530 / 34854310 / 4680
B0 HTU28 1235 / 21403895 / 4680 B
3235
H
F7460F
HGUS28-3
HGUS28-2
3235
0
H0 7460
SCREWS
QTY
C
HTU26-2
895
2790
QTY
C
HGUS210-4
2 PLY TYP.
3x8 NAIL ON PLATES
0
1/2" WASHERS
FLOOR TRUSS
3235
HTU26-2
L
1 PLY TYP.
N
A*A* 490895LUS240
HGUS26-2
B
N/A
HTU28
ID
HHUS46
0
A
SDS 1/4" x 3"
2155HGUS26-3
1250 / 1555
QTY MODEL
QTY
H
3200 / 3600
ROOF
HGUS26-3
G
MODEL
1/2" x 8" CARR. BOLTS
HGUS28-2
HTU28-2
0
1235 / 2140
MODEL
HGUS210-4 J
QTY
2155
N/A
THA426
F
490
2155
3200 / 3600
N/A
3600
0
A
O
1415 / 2245
G
5320
L
SYMBOL
1250 / 1555
0
A
MODEL
5320
9100
QTY
LUS24
3600
A*
0
0
BOLTS
7460
1515 / 2175
C
9100
A*
HTU26-2
J
D
HTU26
3235
SEAT PLATES
0
SYMBOL
HHUS46 SDS 1/4" x 4-1/2"
1/2" NUTS
FLOOR
1515 / 2175
QTY
ROOF TRUSS
1/2" x 8" CARR. BOLTS
2435 / 2245
SDS 1/4" x 6"
SEAT PLATES
FLOOR TRUSS
SPECIAL
HTU26
0
FLOOR TYP.
O
G
3895 / 4680
E
ACCESSORIES
SCREWS
A
ROOF TRUSS
A
5230
J
C
2155
F
THAC422
4095
SDS 1/4" x 4-1/2"
N
12" O/H
2x4 T.C. MIN.
TILE ROOF
TYP. ROOF TRUSS END DETAILN.T.S.
12
4-1/16"
8" BRG.
5
Hatch Legend
8'-8" BEARING HEIGHT
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 FirstSource.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 8/2/2018
DATE PRINTED 8/2/2018
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 CODE FBC2017/TPI2014
WIND CODE MWFRS (Directional)/C-C HYBRID WIND ASCE 7-10
TRUSS LOADING ROOF
TCLL 20 PSF
TCDL 20 PSF
BCLL 0 PSF
BCDL 10 PSF
TOTAL 50 PSF
DURATION 1.25
TCDL / TO RESIST UPLIFT 5 PSF
BCDL / TO RESIST UPLIFT 5 PSF
TRUSS LOADING
ROOF PITCH 5/12
CEILING PITCH FLAT
TOP CHORD SIZE 2 x 4 MIN.
BOTTOM CHORD SIZE 2 x 4 MIN.
OVERHANG LENGTH 12"
CANTILEVER N/A
END CUT PLUMB
FLOOR TRUSS SPACING N/A
ROOF TRUSS SPACING 24"
ROOF PITCH
BUILDER DR Horton
PROJECT 1443 B 160 C RH
MODEL 1443
ADDRESS --
CITY, STATE --, FL.
LOT --
COUNTY --
DRAWN BY D.W.
ENG. BY D.W.
5"
12"
5"
12"5"
12"
5"
12"
5"
12"
5"
12"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAMELEV. @ 8'-8"
TOP OF BEAMELEV. @ 8'-8"
16070 OHGD25 SH3068 ENTRY
TILE OR SHINGLE ROOF
1'-0"1'-0"
1'-0"
7'-4
"
6" RAISED DECOR BAND
4" RAISED DECOR BAND
6" RAISED DECOR BAND
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAMELEV. @ 8'-8"
TOP OF BEAMELEV. @ 8'-8"
2-25 SH
8068 SL GL DR
7'-4
"
TILE OR SHINGLE ROOF
1'-0"1'-0"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAMELEV. @ 8'-8"
TOP OF BEAMELEV. @ 8'-8"
25 SH 25 SH 25 SH
7'-4
"
TILE OR SHINGLE ROOF
DECO TEXTURE FINISH
OVER CONC BLOCK
1'-0" 1'-0"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAMELEV. @ 8'-8"
TOP OF BEAMELEV. @ 8'-8"
25 SH25 SH
DECO TEXTURE FINISH
OVER CONC. BLOCK
7'-4
"
TILE OR SHINGLE ROOF
1'-0"
1'-0"
2'-3
"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
1/4" = 1'-0"
L:\0
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\1-M
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019\2
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UIL
DERS\D
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ORTO
N 2
019\S
UBDIV
ISIO
NS\C
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SA
CREEK 5
0'S
\11480 L
OT 2
9 1
443 B
R\R
EVIT
\11480 1
443 B
R.r
vt
A-1 BR
ELEVATION
1443
MO
DEL
02/26/20
AD
DRS:
Ente
r addre
ss h
ere
GC
D J
OB #
1/4" = 1'-0"
FRONT ELEVATION "BR"
1/4" = 1'-0"
REAR ELEVATION "BR"
1/4" = 1'-0"
LEFT ELEVATION "BR"
1/4" = 1'-0"
RIGHT ELEVATION "BR"
WH
HB
OR DOORS
21" MIN. TO
FIXTURES, WALLS 1'-9"
8'-0
"36" MAX.
OR DOORS
21" MIN. TO
FIXTURES, WALLS
MIN.
1'-0"
19
" M
IN.
19
" M
IN.
15" MIN.
TO FINISH
FRONT ELEVATION SIDE ELEVATION
WATER CLOSET CLEARANCE DETAIL
8'-0
"
FRONT ELEVATION SIDE ELEVATION
VANITY SINK CLEARANCE DETAIL
4"
2'-5
1/2
"
8'-0
"
VARIES
4"
2'-5
1/2
"VARIE
S
VARIES
8'-0
"
MIRROR
FAUCET
KICK PLATE
FAUCET
MIRROR
AHU
RANG
E
WAS
HER
DRYER
PAVERS BY OTHERS
29'-8"
70
'-0
"
29'-8"
14'-4" 15'-4"
1'-0" 13'-4"
1'-0
"7
'-0
"
10'-0" 19'-8"
16'-0" X 7'-0" O.H. GARAGE DOOR
6" X 12" RECESS
PAVERS BY OTHERS
1'-9 1/2" 3'-5" 4'-9 1/2"
1'-0" 9'-0" 1'-10" 16'-0" 1'-10"
RUN CONDUIT
FOR ELECTRIC
AT ISLAND
PROVIDE 1/4" WATER
LINE @ REF. SPACE FOR
ICE MAKER
2" SLO
PE
14
'-2
"3
'-6
"3
'-6
"3
'-6
1/2
"2
2'-1
1 1
/2"
2'-8
"1
9'-8
"
24
'-9
"1
0'-1
1 1
/2"
2'-0
1/2
"1
1'-1
1"
10'-6" 2'-2" 17'-0"
6'-10" 14'-10" 2'-2" 2'-6" 3'-4"
12
'-4
"4
9'-8
"8
'-0
"
4'-4
"1
'-0
"7
'-0
"
70
'-0
"
4" SLAB W/ 2,500 PSI CONC. W/ 6X6 #
10/10 W.W.M. REINFORCING OVER 6
MILL VISQUEEN BARRIER ON
MECHANICALLY COMPACTED FILL @ 95%.
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
ELEV. @ 0'-0"
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
5'-0" TUB/ SHWR
1'-7
1/2
"3
'-1
"3
'-1
1/2
"
10'-7 1/2" 14'-4" 4'-8 1/2"
REF. SPACE
4'-0" 8'-2" 2'-2"
SET A/C PAD ABOVE FLOOD
W/ 1'-0" FREEBOARD PER
FBCR R322.2.1
FIBERGLSS SHWR PAN
SET W/H ABOVE FLOOD
W/ 1'=0" FREEBOARD
PER FBCR R322.2.1
LOWEST POINT OF GARAGE SHALL BE SET ABOVE
BASE FLOOD ELEVATION PER FEMA FLOOD MAP
PROVIDE TERMITE
TREATMENT WITH
"BORA CARE"
STANDARD SGD RECESS1-1/2". IMPACT
GLASS SGD RECESS 2-1/2".
DW
DBL
SIN
K
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
L:\0
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\1-M
ASTER 2
019\2
019-B
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N 2
019\S
UBDIV
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CREEK 5
0'S
\11480 L
OT 2
9 1
443 B
R\R
EVIT
\11480 1
443 B
R.r
vt
A-2 BR
SLAB & PLUMBING
14
43
MO
DEL
02/26/20
AD
DRS:
Ente
r addre
ss h
ere
GC
D J
OB #
1/4" = 1'-0"
SLAB & PLUMBING "BR"
WH
HB
TOILET PAPER ROLL
2'-6"
1'-8"
TOWEL BAR
4'-0"
3'-2"
MIN.
4"
MIN.
4"
BATHROOM NOTES
ALL TUB DECKS @ 21" A.F.F
ALL BLOCKING TO BE PT IN SHOWERS
TOWEL BAR
TP TOILET PAPER
TB
INTERIOR DOOR SCHEDULE
MARK
1
2
3
DOOR WIDTH NOTES
P.K. = POCKET DOOR
B.F. = BI-FOLD DOOR
B.P. = BI-PASS DOOR
L.V. = LOUVERED DOOR
4
5
6
7
8
3'-0"
2'-8"
2'-6"
2'-4"
2'-0"
1'-8"
1'-6"
2'-10"
FACE OF OUTSIDE WALL TO FACE OF STUD WALL FACE OF STUD TO FACE OF STUD
1/2"
3 1/2"
1/2"
FACE OF EXTERIOR WALL
1/2"
3 1/2"
1/2"TYPICAL DIMENSION STRING
CABINET BACKINGKITCHEN
MASTER BATH
GUEST BATH
LAUNDRY ROOM
UPPER TOP @ 84" BASE TOP @ 35"
UPPER
UPPER
UPPER TOP @ 84"
BASE TOP @ 35"
BASE TOP @ 31"
BASE
DOOR HEADERS6'-8" BI-FOLD
6'-8" SWING
8'-0" SWING
HEADER HEIGHT 82" A.F.F.
82 1/2" A.F.F.
98 1/2" A.F.F.
HEADER HEIGHT
HEADER HEIGHT
PLAN NOTES
1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR
ALL WINDOWS AND DOORS
2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT
PER FLORIDA BUILDING CODE R 308.4.2.
3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER
PER FLORIDA BUILDING CODE R 308.4.5.
4) NON BEARING INTERIOR FRAME WALLS SHALL BE
FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL
NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)
5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD
GARAGE DOOR HARDWARE
6) KITCHEN KNEE WALL TO BE FRAMED W/ TOP @
34 1/2" A.F.F.
7) INSTALL SMOOTH WALLS IN KITCHEN AND ALL
BATHROOM AREAS
8) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES
@ 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG
RESISTANT PER SEC. 702.3.5
9) 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 SEPARATIION IS A
FLOOR - CEILING ASSEMBLY, THE STRUCTURE
SUPPORTING THE SEPARTION SHALL ALSO BE
PROTECTED BY NOT LESS THAN 1/2" GYPSOM BOARD
OR EQUIVALENT
10) INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN
LIVING AND GARAGE PER FLORIDA BUILDING CODE
R302.1.5.
11) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUST
COMPLY WITH R612.2 MIN 24" SILL HEIGHT OR
PROVIDED WITH AN APPROVED WINDOW FALL
PRVENTION DEVICE
12) ALL CLOSET SHELVES TO BE 12". ALL PANTRY &
LINEN TO BE (4)-16" SHELVES 18" 0.F.F. W/ 15"
INCREMENT.
13) ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO BE
INSTALLED AT OR ABOVE FLOOD PLUS 1'-0" FREEBOARD.
ENTRY
2 CAR GARAGE 8'-8" FLAT CEILING
8'-8" FLAT CEILING
16'-0" X 7'-0" O.H. GARAGE DOOR
2
2
2
2
2
5
UTILITY
WAS
HER
DRYER
12" SHELF
BEDROOM #2
BATH #2
KITCHEN 8'-8" FLAT CEILING
8'-8" FLAT CEILING
STUDY 8'-8" FLAT CEILING
2
12" SHELF
12" SHELF
12" S
HELF
MASTER
BATH
MASTER SUITE8'-8" FLAT CEILING
14'-4" 15'-4"
6'-10" 8'-0" 3'-8" 1'-2" 3'-10" 6'-2"
70
'-0
"
29'-8"
1'-0
"7
'-0
"2
'-0
"1
4'-0
"1
3'-0
"2
0'-8
"4
'-4
"1
'-0
"7
'-0
"
29'-8"
10'-0" 19'-8"
1'-0"1'-0" 3'-0" 1'-5" 3'-7"
1'-10" 16'-0" 1'-10"
25
'-9
"1
1'-5
"3
2'-1
0"
4'-1" 8'-0" 2'-3"
1'-0" 13'-4" 4'-9" 10'-7"
GREAT ROOM 8'-8" FLAT CEILING
2
1
3
22" X 54" ATTIC ACCESS
MIN. R-13 OR
BETTER INSULATION
NOTE: INSTALL 1-3/8"
THICK SOLID WOOD
DOOR BETWEEN LIVING &
GARAGE PER R302.5.1
AHU
B
A
FOYER8'-8" FLAT CEILING
2017
ACCESSIBLE
LANAI8'-8" FLAT CEILING
AA
A
AA
EGRESS
EGRESS
EG
RES
S
ESCAPE
LINEN
12" SHELF
2
5
5
5'-0" TUB/ SHWR
10'-7 1/2" 14'-4" 4'-8 1/2"
EG
RES
S
5'-10" 6'-4" 6'-4" 11'-2"
RANG
E
REF. SPACE
OVRHD
CABS
OVERH
EAD C
ABIN
ETS
5'-7
"8
'-4
"7
'-0
"6
'-6
"2
2'-3
"
12
'-8
"2
'-1
"4
'-6
"3
'-4
"2
'-4
"1
1'-5
"1
1'-0
"2
'-8
"2
0'-0
"
MIR
.
VERIFY LOCATION WITH
SITE PLAN, A/C NOT TO
ENCROACH EASEMENT
8'-0
"4
9'-8
"1
2'-4
"
70
'-0
"
14'-10" 4'-10" 3'-0" 7'-0"
4'-3
"5
'-4
"2
'-0
"
2X6 KNEEWALL
34 1/2" HIGH
2
6
2
2
LINEN
FIBERGLSS SHWR PAN
5'-6" 1'-4" 2'-2" 6'-1 1/2" 3'-8" 10'-10 1/2"
3'-8 1/2"
3'-8
"
18'-4 3/4"
19
'-0
3/8
"
6" W
ALL
PANTRY
4'-8
"8
'-6
"3
'-9
"4
'-1
"7
'-4
"4
'-4
"1
2" S
HELF
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
L:\0
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\1-M
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019\2
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019\S
UBDIV
ISIO
NS\C
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CREEK 5
0'S
\11480 L
OT 2
9 1
443 B
R\R
EVIT
\11480 1
443 B
R.r
vt
A-3 BR
FLOOR
14
43
MO
DEL
02/26/20
AD
DRS:
Ente
r addre
ss h
ere
GC
D J
OB #
DOOR SCHEDULEMARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS QTY
1 3068 ENTRY DISTINCTION 6'-8" 3'-0" 1
2 8068 SL. GL. DR. DISTINCTION 6'-8" 8'-0" 1
3 16070 OHGD GARAGE 7'-0" 16'-0" 1
WINDOW SCHEDULE MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS QTY
A 25 SH 5'-3" 3'-1" 6
B 2-25 SH 5'-3" 6'-4" 1
SQUARE FOOTAGE
LANAI AREA 115 SF
LIVING AREA 1444 SF
ENTRY AREA 53 SF
GARAGE AREA 395 SF
TOTAL AREA 2007 SF
1" = 1'-0"
DIMENSION SCHEDULE
1/4" = 1'-0"
FLOOR PLAN "BR"
OPT IMPACT GLASS MAY BE INSTALLED IN
LIEU OF SHUTTERS VERIFY W/ CONTRACT
WH
HB
ENTRY
2 CAR GARAGE 8'-8" FLAT CEILING
8'-8" FLAT CEILING
UTILITY
WAS
HER
DRYER
BEDROOM #2
BATH #2
KITCHEN 8'-8" FLAT CEILING
8'-8" FLAT CEILING
STUDY 8'-8" FLAT CEILING
MASTER BATH
MASTER SUITE8'-8" FLAT CEILING
GREAT ROOM 8'-8" FLAT CEILING
22" X 54" ATTIC ACCESS
AHU
FOYER8'-8" FLAT CEILING
LANAI8'-8" FLAT CEILING
5'-0" TUB/ SHWR
RANG
E
REF. SPACE
HIP
HIP
RID
GE
RID
GE
MODEL 1443 B: ATTIC VENTILATION FBCR R806
SOFFIT ONLY (1/150) WITH ROOF VENTS (1/300)
AREAS (SQ. FT.) ATTIC VENTILATION REQUIRED ATTIC VENTILATION REQUIRED
MARK SOFFIT
2006.7 SQ. FT.
ATTIC AREA/150
5.42% -.-- SQ. FT. -.-%
COORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS
(R.V.)
ROOF VENTS ARE NOT REQUIRED
32" BASE
22
-3/8
" BASE
LOMANCO 770-D
0.97 SQ. FT. FREE AIR
(NO ROOF VENTS)
13.38 SQ.FT.
"SOFFIT ONLY" QUALIFIES
SOFFIT MODEL
ACM QUAD 4, FULL VENT,
NARROW PATTERN,
8.15% FREE AIR FLOW
ATTIC
246.7 SQ. FT.
MIN AIR FLOW OF SOFFIT
ROOF VENT MODEL
1st STORY
REQ'D AIR FLOW
OF SOFFIT
QUAD 4 SOFFIT
HAS
8.15%
ATTIC AREA/300QUANTITY OF
ROOF VENTS
-
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
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ROOF
14
43
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DRS:
Ente
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GC
D J
OB #
1/4" = 1'-0"
ROOF PLAN "BR"
BEARING HEIGHT
=BEARING @ 8'-8"
WH
HB
TV
TV
TV
TV
4
4
4
T
T
WAS
HER
DRYER
AHU
5'-0" TUB/ SHWR
RANG
E
REF. SPACE
PRE- WIRE FOR
FAN (TYP.)
PRE- WIRE FOR
FAN (TYP.)
PRE- WIRE FOR
FAN (TYP.)
PRE- WIRE FOR
FAN (TYP.)
WP/GFI
SD
SCD
GFI
GFI
GFI
GFI
GFI
GFI
GFI
D
DB WP/GFI
SDSCD
GFI @ 42"
A.F.F. GFI @ 42"
A.F.F.
NOTE: VERIFY LOCATION
OF GFI PER DECO
BANDING
150 AMP PANEL ELECTRIC METERSTUB OUT FOR
GARAGE DOOR
OPENER
WP/GFIATTIC
LIGHTGFI
GFI
E
E
SD
SCD
EXH. FAN
EXH. FAN
W/ LIGHT
D
KEYLESS
A/C DISCONNECT
A/C DISCONNECT
D
D
D
D
D
D
VP
E
H
PRE- WIRE FOR
FAN (TYP.)
J
ELECTRICAL NOTES:
ALL OUTLETS IN WET AREAS AND ALL
ALL ELECTRIC, ELECTRICAL EQUIPMENT AND APPLIANCES TO BE SET AT
OR ABOVE BASE FLOOD ELEVATIONS PLUS 1'-0" FREEBOARD.
ARC-FAULT CIRCUIT-INTERRUPTERS AND TAMPER
RESISTANT RECEPTACLES SHALL BE INSTALLED
INSTALL PHONE AND T.V PER CONTRACT.
IN DWELLING UNITS PER N.E.C 210.12 AND 406.11
EXTERIOR OUTLETS TO BE GFI'S.
NOTE: NOT ALL SYMBOLS ARE USED FOR THIS
PROJECT.
SURFACE MOUNTED CEILING LIGHT
TELEVISION RECEPTION OUTLET
AC/DC SMOKE DETECTOR
TO BE INTERCONNECTED
WALL MTD. BRACKET LIGHT
DIMMER SWITCH
3 WAY SWITCH
SINGLE POLE SWITCH
TELEPHONE OUTLET
MOTION SENSOR SWITCH
A/C DISCONNECT
DUPLEX FLOOD LIGHT
TRACK MTD. LIGHTS
EXHAUST FAN
PUSH BUTTON (PB) / DOOR BELL (DB)
FLUSH MOUNTED LIGHT
1/2 SWITCHED DUPLEX OUTLET
DUPLEX RECEPTACLE OUTLET
4-PLEX RECEPTACLE OUTLET
220 V RECEPTACLE OUTLET
SINGLE RECEPTACLE OUTLET
DUPLEX RECEPTACLE AT ELEV. A.F.F.
ELECTRICAL PANEL
ELECTRICAL METER
120 V JUNCTION BOX
DUPLEX RECEPTACLE - ABOVE COUNTER
3
D
SD
TV
ELECTRICAL LEGEND
2' UNDER COUNTER LIGHT
4' FLUORESCENT LIGHT
INTERCOMIC
KP
KEYPAD
ANY RESIDENT HAVING A FOSSIL-BURNING
HEATER OR APPLIANCE, A FIREPLACE, OR
AN ATTACHED GARAGE SHALL HAVE AN
OPERATIONAL CARBON MONOXIDE ALARM
INSTALLED WITHIN 10 FEET OF EACH
ROOM USED FOR SLEEPING PERPOSES.
PER RULE 9B-3.04.72
SD (SMOKE DETECTOR)
SCD (CARBON MONOXIDE/ SMOKE
DETECTOR)
AFF
MS
INSTALL ALL ELECTRICAL PER NEC 2014
SCD
T
ELECTRICAL PLAN 1443
150 AMP SERVICE
TAG
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
QUANTITY PRODUCT
(X)
(X)
(X)
(12)
(2)
(X)
(X)
(1)
(X)
(X)
(1)
(X)
(X)
(X)
(X)
(X)
(X)
(FLUSH MOUNTED LT)
(VAPORS)
(PENDANT LIGHT
(10" MUSHROOMS)
(24" 3 LT)
(36" 4 LT)
(NOT USED)
(COACH LIGHTS)
(COACH LIGHTS)
(J BOX)
(4' FLUORESCENT)
(2' FLUORESCENT)
(5LT CHANDELIER)
(3 LT )
(PENDANT/ NOOK)
(X)
(X)
150 AMP ELECTRICAL RISER DIAGRAM
150 AMP
PANELM
(2) 4/0 AL & (1) 1/0 AL
OR CU EQUIVALENT
#6 CU MIN. TO (2) GROUND RODS,
AT LEAST 6FT APART.
POWER CO.
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
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ELECTRICAL
14
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D J
OB #
1/4" = 1'-0"
ELECTRICAL PLAN "BR"
RESIDENTIAL SPECIFICATIONS
1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT
THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL
REPORT ALL DISCREPENCIES BETWEEN THE DRAWINGS AND EXISTING
CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.
2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK
ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,
HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO
ATTACH AND ACCOMMODATE OTHER WORK.
3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED
TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR
SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT
DETAIL IS SHOWN.
4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE
FOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000
PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO
THE DESIGNER PRIOR TO COMMENCING WORK.
5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUCTION WITH JOB
SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL,
PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR
SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON
STRUCTURAL DRAWINGS.
6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE
ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS
SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY
AND EQUIVALENT STRENGTH PRODUCT.
ALL BOLTS, NUTS, WASHERS, STRAPS AND FASTENERS INCLUDING
NAILS, SHALL BE HOT MOPED DIPPED GALVANIZED OR STAINLESS STEEL
CONTINUOUS ANCHORAGE SHALL BE PROVIDED BETWEEN ALL TRUSSES,
WALL SECTIONS, BEAMS, POSTS AND FOOTINGS WITH USE OF STRAPS
AND CONNECTORS AS SPECIFIED HEREIN.
7. TREATED WOOD REQUIREMENTS:-
ALL TREATED WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,
OR NATURALLY RESISTANT TO DECAY.
ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR
PRESSURE TREATED.
8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER
THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILTY
TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF
THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE
NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS.
9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.
SHALL BE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
10. LANAI CEILINGS & COVERED ENTRY CEILINGS
1X4 STRIPPING @ 16" O.C. FASTENED WITH 2-8d NAILS TO EACH TRUSS. 5/8"
EXTERIOR GYP. BOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALL
SCREWS @ 6" O.C. EDGE AND FIELD.
GENERAL NOTES
1
ROOF SHEATHING
SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.
INSTALL PANELS WITH LONG DIMENSION PLACED PERPENDICULAR TO TRUSSES.
A 1/8" SPACE BETWEEN ADJACENT SHEETS SHALL BE MAINTAINED . INSTALL "H"
CLIPS AT UNSUPPORTED PANEL EDGES. THE ROOF SHEATHING SHALL BE NAILED WITH
8d RING SHANK NAILS @ 4" O.C. EDGE AND 6" O.C. FIELD. ENSURE THAT ALL NAILS
PENETRATE THE TOP CHORD OF THE TRUSSES WITHOUT SPLITTING. RING SHANK NAILS
PER R803.2.3.1 - 0.113" NOMINAL SHANK DIAMETER, RING DIAMETER OF 0.012"
OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL
ROUND HEAD, 2" NAIL LENGTH.
FLASHING
FLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL 0.0179" THICK,
26 GAUGE AZ50 ALUM ZINC, OR GALVANIZED STEEL 0.0179" THICK, 26 GAUGE
ZINC COATED G90. FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP
SYSTEM ROOF SHEATHING MANUFACTURES PUBLISHED REQUIREMENTS. ALL
FLASHING AND INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).
DRIP EDGE
DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLES ROOFS,
LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM
OF 1/2" BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINMUM
OF 2". DRIP EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL
BE A MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
GENERAL ROOF ASSEMBLY
2
INSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE
LAYER APPLICATION UNDER TILE ROOF.
THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLY
WITH THE PROVISIONS OF R905.3 F.B.C.
MARKING: EACH ROOF TILE SHALL HAVE A PERMANENT
MANUFACTURER'S IDENTIFICATION MARK.
APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTEN
APPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALL
INCLUDED BUT NOT BE LIMITED TO THE FOLLLOWING:
1. TILE PLACEMENT AND SPACING,
2. ATTACHMENT SYSTEM NECESSARY TO COMPLY
WITH CURRENT WIND CODE,
A. AMOUNT AND PLACEMENT OF MORTART
B. AMOUNT AND PLACEMENT OF ADHESIVE
C. TYPE, NUMBER, SIZE AND LENGTH OF FASTENERS AND CLIPS.
3. UNDERLAYMENT
4. SLOPE REQUIREMENT.
CLAY AND CONCRETE ROOF TILE SPECS
4
SHINGLES
15# FELT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL
ASPHALT SHINGLES SHALL HAVE SELD-SEALING STRIPS OR BE
INTERLOCKING AND COMPLY WITH ASTM D 225 OR D 3462, AND
SHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6
FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS
PER SHNGLE TAB, AND SHALL IN NO CASSE BE FASTENED WITH
LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURE.
INSTALLATION SHALL COMPLY WITH MANUFACTURES REQUIREMENTS
FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS
DETERMINED BY ASTM D 3161.
FASTENERS
FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F
1667, AND SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS
STEEL OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE
(0.105") WITH A MINIMUM 3/8" DIAMETER HEAD SHANK AND SHALL
BE A LENGTH TO PENTRATE THE SHEATHING
THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED
THE REQUIREMENTS OF ASTM A 641, CLASS 1, OR EQUAL, AND
SHALL BE CORROSION RESTITANT BY ELECTRO GALVANIZATION,
MECHANICAL GALVANIZATION, HOT DIPPED GALVANIZATION OR
SHALL BE MADE OF STAINLESS STEEL, NON-FERROUS METAL
ASPHALT SHINGLE ROOF SPEC'S
3
R310.2.1 MINMUM OPENING AREA- ALL EMERGENCY ESCAPE AND RESCUE
OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF
5.7 SQUARE FEET (0.530 m2).
EXCEPTION- GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET
CLEAR OPENING OF 5 SQUARE FEET (0.465 m2).
R310.2.1 MINMUM OPENING HEIGHT- THE MINIMUM NET CLEAR OPENING
HEIGHT SHALL BE 24 INCHES (610mm).
R310.2.1 MINMUM OPENING WIDTH- THE MINIMUM NET CLEAR OPENING
WIDTH SHALL BE 20 INCHES (508mm).
R310.1.1 OPERATIONAL CONSTRAINTS- 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
WELL SHALL BE 9 SQUARE FEET (0.84 m2), 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.
MINIMUM EGRESS WINDOW DETAIL
1'-8" MIN.
2'-0
" M
IN.
3'-8
" M
AX.
FINISH FLOOR
5.7 SQ. FT.
CLEAR OPENING
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 OF PROTECTION AT THE
HEAD AND SIDES.
"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 AND STICK FLASHING MEMBRANE
-FLUID APPLIED FLASHING
FOR SUCH PRODUCTS FOLLOW THE MANUFACTURER'S INSTALLATION REQUIREMENTS
FOR IN-DEPTH FLASHING INSTRUCTIONS, REFER TO THE FOLLOWING PUBLICATIONS:
FMA/AAMA 100
FMA/AAMA 200
FMA/WDMA 250
FMA/AAMA/WDMA 300
INSTALL "PAN" FLASHING AT THE WINDOW SILL
OPENING FOR WINDOW OR DOOR
WHERE "PAN" FLASHING IS
USED AT THE SILL, ALSO
INCORPORATE FLASHING
OR PROTECTION AT THE
HEAD AND SIDES
THE FLASHING INSTRUCTIONS FROM THE WINDOW/ DOOR MFR., OR THE FLASHING MFR.,
SHALL SUPERCEDE THIS DETAIL
PAN FLASHING PER R703.4
SCALE: N.T.S.
WALL SHEATHING
WITH HOUSE WRAP
OR ZIP SYSTEM
WALL SHEATHING
PAPER BACK
METAL LATH
MID WALL
WEEP SCREED
OVER FELT STRIP
MASONRY NAIL
6" WIDE FELT
MASONRY WALL
WOOD FRAMING EITHER
FLOOR TRUSS OR GABLE
END TRUSS
FELT AND
WEEP SCREED
WO
OD F
RAM
EM
ASO
NRY W
ALL
CORNER OF
BUILDING
CORNER BEAD
MITER OUT CORNER
BEAD AT MID WALL
WEEP SCREED
CAULK CENTER JOINT
IN MID WALL WEEP
SCREED 2" IN EA.
DIRECTION AT CORNER
CORNER OF
BUILDING
FULLY EMBED BACK FACE
OF WEEP SCREED IN
CAULK. LET OOZE OUT AT
CORNER AND SCREED 2"
MIN. WIDTH
WIRE LATH
WITH FELT
OVER FRAME
WALL
EXPANSION JOINT
EXPANSION JOINT OVER
WIRE LATH
DECO. TEXTURE FINISH
OVER WIRE LATH
WO
OD F
RAM
EM
ASO
NRY W
ALL
MASONRY WALLMASONRY WALL
DECO. TEXTURE FINISH
OVER WIRE LATH
EXPANSION JOINT
MASONRY WALL
EXPANSION JOINT
AMICO M-TYPE
CONTROL JOINT
AMCJM-780 OR
APPROVED EQUAL
OVER LATH (CUT
LATH BEHIND
CONTROL JOINT 1/4"
MIN. GAP) LOCATE
OVER STUD ONLY
AND PER NOTE 1
*
*NOTE 1:(AT WOOD
FRAME ONLY)
MAX OF 144 SQ. FT.
BETWEEN CONTROL
JOINTS. NOT GREATER
THAN 18'-0" O.C. MAX
AREA RATIO OF
CONTROL JOINTS-2-2/1 TO 1
WIRE THE CONTROL
JOINT TO LATH WITH
18 GA. GALVANIZED
WIRE AT 7' O.C. MAX.
WIRE LATH
OVER FELT
FELT PAPER
FRAME WALL
FELT STRIP
WIRE LATH OVER
MID WALL
WEEP SCREED
OVER FELT STRIPMID WALL
WEEP SCREED
OVER FELT STRIP
MITER OVER SCREED
FELT STRIP
OVER BLOCK WALL
BUILDING
MASONRY WALL
MID WALL WEEP SCREED DETAIL
WEEP SCREED DETAILINSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE
WOOD STUD FRAMING IS ABOVE MASONRY WALLS.
GABLE WALL ROOF
EXTERIOR
ATTICATTICEXTERIOR
HOUSE WRAP
EXTERIOR PLYWOOD W/
RADIANT BARRIER ON
ATTIC SIDE
EXTERIOR STUD
WALL OR TRUSS
RADIANT BARRIER
GLUED TO PLYWOOD
TOP CHORD
RADIANT BARRIER: SCALE: N.T.S.
NOTE: EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVE
RADIANT BARRIER AND HOUSE WRAP.
CONC. FOOTING
SEE FOUNDATION PLAN
FOR SIZE AND
REINFORCING.
1/2" DRYWALL W/
TEXTURED WALLS
1X2 P.T. FURRING STRIPS @ 24"
O.C. W/ INSULATION (MIN. R4.1)
WOOD BASE
4" CONC. SLAB ON 6 MIL.
VISQUEEN VAPOR BARRIER ON
MECHANICALLY COMPACTED FILL
@ 95%.
DECO. CEMENT
FINISH PER ASTM C-926
SILL SET IN MORTAR
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
1X4 P.T. STRIP
ROOF SHEATHING PER SCHEDULE 2/S-1.
AND PER NOTES IN TABLE 3 ON A-6
WOOD TRUSSES @ 24" O.C. (TYPICAL.)
DESIGNED BY DELEGATED TRUSS
ENGINEER.
EMBEDDED STRAP AT EACH
TRUSS PER ROOF FRAMING PLAN.
FLASHING AND DRIP
EDGE PER NOTES IN
TABLE 2 ON A-6
2X6 MIN. SUB FASCIA
VENTED SOFFIT SHALL
MEET R703.1.2.1 SEE
TABLE 3 ON S-3
WINDOW, SEE SCHEDULE AND PLAN
DRYWALL CEILING PER
NOTE 9 IN TABLE 1 ON A-6
GRADE
TYPICAL WALL SECTION
TILE ROOF PER NOTE 4 ON A-6. OR
SHINGLE ROOF PER NOTE 3 ON A-6
PROVIDE VENTILATION
PER R806.1
PRECAST LINTEL SEE FRAMING PLAN
WINDOW BUCKS SEE TABLE 2 ON A-6
1X4 P.T. BUCK W. BED OF
CONTINUOUS CAULK UNDER
8X8 CONTINUOUS BOND
BEAM W/ 1 #5, GROUT
SOLID
SLOPE TO EXTERIOR
PRECAST CONCRETE SILL
PROVIDE TERMITE TREATMENT
WITH "BORA CARE".
D
W
12" M
IN. 4
" M
IN.
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
L:\0
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\1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N 2
019\S
UBDIV
ISIO
NS\C
ALU
SA
CREEK 5
0'S
\11480 L
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9 1
443 B
R\R
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\11480 1
443 B
R.r
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A-6
SECTIONS
14
43
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DRS:
Ente
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GC
D J
OB #
WH
HB
AHU
RANG
E
WAS
HER
DRYER
PAVERS BY OTHERS
ELEV @ 0'-(-4")
29'-8"
70
'-0
"
70
'-0
"
29'-8"
14'-4" 15'-4"
1'-0" 13'-4"
8'-0
"4
9'-8
"5
'-4
"7
'-0
"
10'-0" 19'-8"
16'-0" X 7'-0" O.H. GARAGE DOOR
6" X 12" RECESS
PAVERS BY OTHERS
ELEV @ -4"
1'-9 1/2" 3'-5" 4'-9 1/2"
1'-0" 9'-0" 1'-10" 16'-0" 1'-10"
SET A/C PAD ABOVE FLOOD
W/ 1'-0" FREEBOARD PER
FBCR R322.2.1
RUN CONDUIT
FOR ELECTRIC
AT ISLAND
PROVIDE 1/4" WATER
LINE @ REF. SPACE FOR
ICE MAKER
ELEV @ 0'-(-4")
2" SLO
PE
14
'-2
"3
'-6
"
24
'-9
"1
0'-1
1 1
/2"
2'-0
1/2
"1
1'-1
1"
10'-6" 2'-2" 17'-0"
6'-10" 14'-10" 2'-2" 2'-6" 3'-4"
INDICATES (1) #5 VERTICAL BARS IN
GROUTED CELL, LAP 25" W/ #5 DOWEL
OUT OF SLAB W/ 7" HOOK INTO TOP
OF OF BOND BEAM @ 48" O.C. MAX
INSTALL 1-3/8" THICK SOLID
WOOD DOOR BETWEEN
LIVING AND PER FBCR
R302.5.1
F3 W
/ C
URB
F3 W
/ C
URB
P
P
F3 F6A
F6A
F6A
F3
F3
F3
F3
F3
F3
F3
F3
F3
1'-7
1/2
"3
'-1
"3
'-1
1/2
"
SET A/C PAD ABOVE FLOOD
W/ 1'-0" FREEBOARD PER
FBCR R322.2.1
INDICATES (1) #5 VERTICAL BARS IN
GROUTED CELL, LAP 25" W/ #5 DOWEL
OUT OF SLAB W/ 7" HOOK INTO TOP
OF OF BOND BEAM @ 48" O.C. MAX
8F8-1B SET AT GARAGE DOOR
HEAD HEIGHT ADD COURSING AS
REQUIRED TO 8X8 BOND BEAM W/
1#5, TOP @ 8'-8" ADD #5 VERT @
48" O.C. GROUT ALL SOLID
3'-6
"3
'-8
1/2
"2
2'-9
1/2
"2
'-8
"1
9'-8
"
FIBERGLSS SHWR PAN
A
A A
7'-0
"
SAWCUT SLAB PER
DETAIL 5/S-3
A
A
LOWEST POINT OF GARAGE SHALL BE SET ABOVE
BASE FLOOD ELEVATION PER FEMA FLOOD MAP
SET W/H ABOVE FLOOD
W/ 1'=0" FREEBOARD
PER FBCR R322.2.1
4" SLAB W/ 2,500 PSI CONC. W/ 6X6 #
10/10 W.W.M. REINFORCING OVER 6
MILL VISQUEEN BARRIER ON
MECHANICALLY COMPACTED FILL @ 95%.
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
ELEV. @ 0'-0"
PROVIDE TERMITE
TREATMENT WITH
"BORA CARE"
STANDARD SGD RECESS1-1/2". IMPACT
GLASS SGD RECESS 2-1/2".
DW
1'-8
"
FIN. GRADE
#5 DOWEL WITH
7" HOOK, EMBED
5" MIN.
2 #5 CONT. W/
3" CLEAR COVER.
1'-0"
1'-0"
MIN
.
2'-1
"
1'-8
"
FIN. GRADE
#5 DOWEL WITH
7" HOOK, EMBED
5" MIN. BELOW
GARAGE FLOOR
2 #5 CONT. W/
3" CLEAR COVER.1'-0"
1'-0"
MIN
.
7 5/8"
.
VARIES WITH
SLOPE OF FLOOR
CURB IS OPTIONAL & NOT INCLUDED
IN FOOTING DIMENSIONS
2'-1
"
3" CLEAR COVER2 #5
8"
1'-4"
8"X8" CONC. RIBBON
W/ 1 #5 ROD CONT.
1" 3"
8"
8"
PAVERSMORTAR
TYPE LENGTH WIDTH DEPTH
2'-6" 2'-6"
3'-0"3'-0"
3'-6"3'-6"
4'-0"4'-0"
5'-0"5'-0"
A
B
C
D
E
1'-0"
1'-0"
1'-0"
1'-2"
1'-2"
3-#5 3-#5
4-#5 4-#5
4-#5 4-#5
5-#5 5-#5
6-#5 6-#5
-
-
-
-
-
REMARKSLONG WAY SHORT WAY
BOTTOM REINF.
PAD FOOTING SCHEDULE
USED
TYPELENGTH WIDTH DEPTH
CONT. 1'-4"
1'-8"
1'-0"
1'-4"
1'-4"
F1
F2
F3
F4
F5
1'-8"
1'-0"
1'-0"
2-#5
SHAPE
WALL FOOTING SCHEDULE
USED BOTTOM
REINFORCING
F6
F6A
TE
CONT.
CONT.
CONT.
CONT.
CONT.
CONT.
CONT.
1'-4"
0'-8"
0'-8" 0'-8"
0'-8"
1'-8"
0'-10"
0'-8"
2-#5
2-#5
2-#5
2-#5
2-#5
1-#5
1-#5
ADD CURB TOGARAGE, SEEDETAIL
FOUNDATION
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
SCALE: 3/16" =
3" CLEAR COVER(1)- #5
8"
8"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Y:\0-N
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ata
\1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N 2
019\S
UBDIV
ISIO
NS\C
ALU
SA
CREEK 5
0'S
\11480 L
OT 2
9 1
443 B
R\R
EVIT
\11480 1
443 B
R.r
vt
S-1 BR
FOUNDATION PLAN
14
43
B
MO
DEL
JWC
JBL
02/27/20
LOT:
29
SUBD
IVIS
ION:
CALU
SA C
REEK 4
0s
AD
DRS:
51
98
SHELL
MO
UND C
IRC
LE
D.R
.H.
#:
57
94
00
026
GC
D J
OB #
11
480
1/4" = 1'-0"
FOUNDATION PLAN "BR"
1/2" = 1'-0"
"F3" FOOTING
1/2" = 1'-0"
"F3" WITH CURB
1/2" = 1'-0"
"F6" STEP DOWN
1/2" = 1'-0"
"P" PAVERS DETAIL ENTRY/LANAI
1/2" = 1'-0"
"F6A" STEP DOWN
WH
HB
A07
A06
A05
A04
A03
A01
A02
A02
H7 H
7
CJ01
CJ03
CJ05
EJ7
CJ01
CJ03
CJ05
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
CJ01
CJ03
CJ05
CJ01
CJ03
CJ05
A03
A03
A03
A03A
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
A03
B01
B02
B02
B02
ENTRY
2 CAR GARAGE 8'-8" FLAT CEILING
8'-8" FLAT CEILING
UTILITY
WAS
HER
DRYER
BEDROOM #2
BATH #2
KITCHEN 8'-8" FLAT CEILING
8'-8" FLAT CEILING
STUDY 8'-8" FLAT CEILING
MASTER BATH
MASTER SUITE8'-8" FLAT CEILING
GREAT ROOM 8'-8" FLAT CEILING
22" X 54" ATTIC ACCESS
AHU
FOYER8'-8" FLAT CEILING
LANAI8'-8" FLAT
CEILING
5'-0" TUB/ SHWR
RANG
E
REF. SPACE
HIP
HIP
RID
GE
RID
GE
WHERE ROOF SHEATHING CONTACTS ONLY THE
EDGE OF ROOF TRUSSES, INSTALL BEVELLED
BLOCKING PER DETAIL THIS SHEET (DR HORTON
COMPANY REQUIRMENT)
THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT
LESS THAN1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE.GARAGES
BENEATH HABITABLE ROOM 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.
8X8 CONTINUOUS MASONRY BOND
BEAM AT TOP OF WALL W/ 1#5
BAR.PROVIDE CORNER BARS PER
8/S-3
CORNER BARS IN BOND
BEAM PER DETAIL 8/S-3
8F8-1B SET GARAGE DOOR HEAD
HEIGHT, ADD COURSING AS REQUIRED
TO 8X8 BOND BEAM W/ 1#5 TOP @
8'-8" ADD VER @ 48" O.C. GROUT
SOLID
8F8
-0B
8F8
-0B
8F8
-0B
8F8
-0B
8F8
-0B
8F8-0B
8F8-0B8F8-0B
8F16-1B/1T
8F1
6-1
B/1
T8
F1
6-1
B/1
T
8F16-1B/1T
8F8-1B
8F8-1B
(+33.5 -36.3) (+33.5 -36.3)
(+28.2 -31.5)
(+3
3.5
-3
6.3
)(+
33.5
-3
6.3
)(+
33.5
-3
6.3
)
(+29.4 -33.3)
EXTERIOR CEILING PER
SCHEDULE 2/S-3
(+33.5 -44.8)
1-META16
@ A07
1-HTT5 @ A07 W/
5/8" Ø ALLTHREAD,
DRILL & EPOXY 12"
MIN. EMBED1-META16
@ A07
SEE DETAIL 9/S-3 WHERE
LINTEL AT LANAI/ENTRY
INTERSECTS MAIN WALL,
TYPICAL
1-META16 AT ALL
TRUSSES EXCEPT AS
NOTED AT GIRDERS
(+3
3.5
-3
6.3
)(+
33.5
-3
6.3
)
#5 CORNER BAR IN
BOND BEAM PER 8/S-3
(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-15'0)
OUTLOOKERS PER
DETAIL 12/S-3
1-META16 @ 32" O.C. @
INISIDE FACE OF GABLE END
TRUSS
1-META16 @ 32" O.C. @
INISIDE FACE OF GABLE END
TRUSS
ONE GABLE END
BRACE PER 12/S-3
WALL ABOVE WITH BOND
BEAM AT TOP
#5 VERTICAL, ABOVE
LINTEL ONLY WHERE
NOTED ON PLAN
'1B' DENOTES 1#5 BOTTOM
WITH 7" HOOK EACH END OR
EXTEND 24" BEYOND OPENING.
'0B' DENOTES "NO REBAR"
8" PRECAST LINTEL
GROUT SOLID
1'-4" GROUTED
1#5 TOP
1#5 BOTTOM
8F8-1B
8F8-0B
8F16-1B/1T
PRECAST LINTEL
AT SWING DOORS, USE 2" RECESS STYLE
LINTEL IF NEEDED FOR ROUGH OPENING.
LINTELS BEAR 4" MIN. EACH END
ROOF SHEATHING
8d RING SHANK @
6" O.C.
16d NAILS
@ 8" O.C.
2" X () BLOCKING W/
BEVEL CUT TOP
ROOF TRUSS
BEVELLED BLOCKING DETAIL
PLAN NOTES:
1. ROOF TRUSS BEARING ELEVATION VARIES, SEE
LEGEND.
2. ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED
BYA 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 11/S-3.
TRUSS STRAPPING TO MASONRY
MAX TRUSS UPLIFT
@ 24" OC (LBS)CONNECTOR FASTENER
1450
1810
2120
1875 (1 PLY)
1795 (2 PLY)
2365 (2 PLY)
2365 (2 PLY)
3965/SYP 3330/SPF
4235/SYP 3640/SPF
4670/SYP 4015/SPF
5445/SYP 5360/SPF
10690/SYP 10690/SPF
10790/SYP 10790/SPF
(1) META16 TO 40
(1) HETA16 TO 40
(1) HHETA16 TO 40
(2) META16 TO 40
(2) META16 TO 40
(2) HETA16 TO 40
(2) HHETA12 TO 40
MGT (2 PLY)
HTT4
HTT5
HTT5KT
(1)HGT - 2
(1)HGT - 3
8-0.148x11/2 ", EMBED 4"
9-0.148x11/2", EMBED 4"
10-0.148x11/2", EMBED 4"
10-0.148x11/2", EMBED 4"
14-0.162x31/2", EMBED 4"
12-0.162x31/2", EMBED 4"
12-0.162x,31/2" EMBED 4"
22.0148x3" ATR, EPOXY 12"
18-0.162x21/2", 5/8" ATR, EPOXY 12"
26-0.148x3", 5/8", ATR, EPOXY 12"
26-SD#10x21/2, 5/8," ATR, EPOXY 18"
16-0.148x3" TO GIRDER,
(2)3/4" ATR, EPOXY 12"
16-0.148x3" TO GIRGER,
(2)3/4" ATR, EPOXY 12"
INSTALL
META16 AT
ALL
TRUSSES
TO 1450 lb
UPLIFT. FOR
HIGHER
UPLIFTS,
SEE NOTES
ON PLAN.
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 STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE
INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTUCTIONS.
SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD.
3. WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER
10/S-3.
R4-021020
TRUSS STRAPPING TO STUDWALL/ WOOD BEAM
MAX TRUSS UPLIFT
@ 24" OC (LBS)CONNECTOR FASTENER
850
1700
2550
1125
2250
3375
4500
(1)MTS16 TO 20
(2) MTS16 TO 20
(3) MTS16 T0 20
(1) HTS20 TO 30
(2) HTS20 TO 30
(3) HTS20 TO 30
(4) HTS20 TO 30
14-10dx11/2"
14-10dx11/2"
14-10dx11/2"
24-10dx11/2"
24-10dx11/2"
24-10dx11/2"
24-10dx11/2"
INSTALL AT ALL
TRUSSES TO
840 lb UPLIFT.
FOR HIGHER
UPLIFTS, SEE
NOTES ON
PLAN.
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 SIMPSON SRTONG TIE. ALL CONNECTORS SHALL BE
INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTUCTIONS.
R2
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Y:\0-N
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\1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N 2
019\S
UBDIV
ISIO
NS\C
ALU
SA
CREEK 5
0'S
\11480 L
OT 2
9 1
443 B
R\R
EVIT
\11480 1
443 B
R.r
vt
S-2 BR
ROOF FRAMING PLAN
14
43
B
MO
DEL
JWC
JBL
02/27/20
LOT:
29
SUBD
IVIS
ION:
CALU
SA C
REEK 4
0s
AD
DRS:
51
98
SHELL
MO
UND C
IRC
LE
D.R
.H.
#:
57
94
00
026
GC
D J
OB #
11
480
1/4" = 1'-0"
ROOF FRAMING PLAN "BR"
BEARING HEIGHT
=BEARING @ 8'-8"
TRUSS BEARING CONDITIONS AND STRAPPING
IS BASED ON TRUSS LAYOUT PREPARED BY
BUILDERS FIRST SOURCE JOB#MASTER
DATED: 08/02/18 REVISED: NONE
” ” ”
” ”
”