3/16 = 1'-0 - irp-cdn.multiscreensite.com · ADDRESS: 6671 BOTTLEBRUSH LANE. Gulf Coast Drafting &...
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Transcript of 3/16 = 1'-0 - irp-cdn.multiscreensite.com · ADDRESS: 6671 BOTTLEBRUSH LANE. Gulf Coast Drafting &...
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
RESI
DENC
E FO
R:
G.C.
D # :
1012
8
LOT:
M
ODEL
:BL
OCK
:
ADDR
ESS:
6671
BOT
TLEB
RUSH
LAN
E
3/16" = 1'-0"
ELEVATIONS
A-1 J
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
GSU
BDIV
: EM
ERAL
D- L
EGAC
Y SE
RIES
UNIT
3461
3 CA
R
04-24-18
JSL
JWC
®
E.H.
# : 5
7857
0006
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B1
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B3
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B6
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B5
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A1
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B7
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WATER TABLE
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BANDING DETAILS
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E2
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E1
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D1
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D2
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C3
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D5
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A3
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A4
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C2
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A2
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C1
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%%U%%OFRONT ELEVATION: "J"%%O
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%%U%%OLEFT SIDE ELEVATION: "J"%%O
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%%u%%OREAR ELEVATION: "J" %%O
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SCALE: 3/16" = 1'-0"
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%%U%%ORIGHT SIDE ELEVATION: "J"%%O
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(3) 4080 PKT. SL. GL. DOORS
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1/2 35 SH.
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35 SH.
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1/2 23 SH.
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2-35 SH.
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3-34 SH.
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25 SH.
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21'-4" TOP OF PLATE
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0'-0" FIN. FLOOR
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12'-0" 2nd FLR.
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10'-0" TOP OF
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BEAM
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21'-4" TOP OF PLATE
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0'-0" FIN. FLOOR
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12'-0" 2nd FLR.
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10'-0" TOP OF BEAM
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ON WOOD WALL.
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DECORATIVE TEXTURE FIN.
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ON WOOD WALL.
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DECORATIVE TEXTURE FIN.
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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1/2 35 SH.
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6
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12
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6
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12
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6
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12
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6
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12
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2
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1
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MID-WALL WEEP SCREED AT WOOD-MASONRY
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INTERFACE. INSTALL STRICTLY PER MFG.
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INSTRUCTIONS
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2
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ROOF / WALL WEEP SCREED
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INSTALL STRICTLY PER MFG.
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INSTRUCTIONS
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2
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2
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CANTILEVER
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TRUSS TYP.
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CANTILEVER
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TRUSS TYP.
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CANTILEVER
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TRUSS TYP.
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4
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12
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2680 DR.
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4
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12
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4
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12
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4
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12
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4
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12
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CANTILEVER
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TRUSS TYP.
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2880 DR.
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MITERED GLASS
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MITERED GLASS
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TILE ROOF
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2-25 SH.
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13 SH.
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26 SH.
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6
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12
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6
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12
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6
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12
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A2
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21'-4" TOP OF PLATE
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0'-0" FIN. FLOOR
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12'-0" 2nd FLR.
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10'-0" TOP OF BEAM
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TO FINISH FLOOR
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ON WOOD WALL.
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DECORATIVE TEXTURE FIN.
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D1
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D1
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D1
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D1
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D1
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6
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12
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13 SH.
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SMOOTH
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FINISH
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A1
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TO GRADE
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2
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A4
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A4
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A4
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HEAL TRUSS
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24"
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CANTILEVER
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TRUSS TYP.
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CANTILEVER
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TRUSS TYP.
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CANTILEVER
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TRUSS TYP.
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12 F.G.
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12 F.G.
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2
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16080 OH GARAGE DOOR
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8080 OH GARAGE DOOR
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1/2 35 S.H.
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24" X 24" FIXED GLASS
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21'-4" TOP OF PLATE
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0'-0" FIN. FLOOR
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12'-0" 2nd FLR.
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10'-0" TOP OF BEAM
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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ON WOOD WALL.
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DECORATIVE TEXTURE FIN.
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6
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12
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6
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12
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25 SH.
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25 SH.
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CANTILEVER
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TRUSS TYP.
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CANTILEVER
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TRUSS TYP.
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CANTILEVER
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TRUSS TYP.
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SCREEN OPENINGS
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4
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12
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TOP @ 8'-4" A.F.F.
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13 SH.
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24" X 24"
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3068 DR.
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1
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ALLOW 2" FOR HURRICANE SHUTTER ATTACHMENT
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%%U%%OTYPICAL WINDOW BANDING DETAIL%%O
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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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H O M E S
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www. HOMES.com
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13880 Treeline Avenue South Fort Myers, FL 33913
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12 F.G.
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2
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2
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2
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1
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ENTRY DOOR 2-3080
DATE:
3/16" = 1'-0"
FOUNDATION
A-2 J
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
RESI
DENC
E FO
R:
G.C.
D # :
1012
8
LOT:
M
ODEL
:BL
OCK
:
ADDR
ESS:
6671
BOT
TLEB
RUSH
LAN
EPh
one
(239
) 540
-182
2Fa
x (2
39) 5
40-7
759
& D
esig
nG
ulf
Coa
st D
raft
ing
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
GSU
BDIV
: EM
ERAL
D- L
EGAC
Y SE
RIES
UNIT
3461
3 CA
R
04-24-18
JSL
JWC
®
E.H.
# : 5
7857
0006
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ELEV @ -4"
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2" SLOPE
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%%u%%oFOUNDATION PLAN: "J"%%O
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SCALE: 3/16"=1'-0"
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PROVIDE 1/4" WATER
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LINE @ REF. SPACE
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FOR ICE MAKER
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12" SQ. MASONRY BASE (TYP.)
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8" MASONRY COL. &
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W/ 1 #5 VERT.
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(NO TIES)
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6"X12" RECESS
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F3 W/ CURB
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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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LOWEST POINT OF GARAGE FLOOR SHALL BE CONSTRUCTED AT OR ABOVE FLOOD ELEVATION
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PAVERS BY OTHERS
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P
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SAWCUTS IN
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SLAB PER
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DETAIL 7/S-1
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 10'-0". ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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W
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D
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LT
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SAWCUTS IN
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SLAB PER
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DETAIL 7/S-1
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SAWCUTS IN
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SLAB PER
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DETAIL 7/S-1
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REF. SPACE
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RANGE
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SINK & DISP.
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F5
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A
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HOLLOW DOT IS DOWEL
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INTO WINDOW SILL
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PAVERS LINE
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H.B.
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D
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F5
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A
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B
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B
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B
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A
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A
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F5
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A
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5-1/4"X5-1/4" PSL POST
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W/ 2-HTT5 BOTTOM
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S-2
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6
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A
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PAVERS BY OTHERS
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P
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B
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P
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P
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A
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P
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A
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PAVERS BY OTHERS
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STEP
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F4
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F4
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F3
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F3
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F3
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F4
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F3
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F4
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F3
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F6
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F6
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WIDEN F4 BY 8" AT
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SLIDING DOOR
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F3
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ELEVATION @ 0'-0"
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4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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6'-0" X 3'-0" A/C PAD
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TANKLESS
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WATER HEATER
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HB
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HB
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3/4" RECESSED
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SLAB
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PLAN NOTES: 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0". 2) FOOTING MAY BE STEPPED DOWN TO ACCOMODATE SLOPE IN FINISHED GRADE. 3) 'F#' DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET. 4) # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET. 5) PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING TO BOND BEAM. 6) ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY EXTEND BEYOND FACE OF WALL. 7) FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/DOOR SUPPLIER. 8) PROVIDE PRESSURE TREATED BUCKS AT WINDOWS / DOORS PER DETAIL 10/S-1.
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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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NOTE: REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. ADD CORNER BAR 25"x25" AT EACH LONGITUDINAL BAR.
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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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%%uFOUNDATION PLAN
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SCALE: 3/16" = 1'-0"
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'F6' STEP DOWN
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2 #5
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS
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SCALE: 1/2" = 1'-0"
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GRADE
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RECESS
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3" CLEAR COVER
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'F4' 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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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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3" CLEAR COVER.
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2 #5 CONT. W/
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"F5" FOOTING
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MIN.
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MIN.
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P
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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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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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H O M E S
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www. HOMES.com
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13880 Treeline Avenue South Fort Myers, FL 33913
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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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WIDEN F4 BY 8" AT
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SLIDING DOOR
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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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3'-6"
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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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4-#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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A
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F3
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F4
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A
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E
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F1
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F3
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F4
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A
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F4
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F6
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F6
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F4
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A
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A
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C
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F3
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F4
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B
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F3 W/ CURB
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A
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DW
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D
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'F1' FOOTING
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PAVERS
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BY OTHERS
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EMBED DOWELS 5" WITH 10" STD HOOK
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CONCRETE STRIP FOOTING SEE PLAN
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FINISH GRADE
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SEE SITE PLAN
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3" CLEAR COVER.
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2 #5 CONTINOUS
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#5 IN GROUTED CELL
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DOWEL TO MATCH WALL REINFORCING, LAP 30"
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F3
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C
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INSTALL OUTDOOR KITCHEN & SINK
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B
D R HORTON
D R HORTON
DATE:
A-3 J
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
RESI
DENC
E FO
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G.C.
D # :
1012
8
LOT:
M
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:BL
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ADDR
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6671
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3/16" = 1'-0"
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UNIT
3461
3 CA
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04-24-18
JSL
JWC
®
E.H.
# : 5
7857
0006
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TOWEL BAR
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TOILET PAPER ROLL
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TB
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TOWEL BAR
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TP
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TOILET PAPER
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FRAMERS NOTES: NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING ON STUDS SHALL NOT EXCEED 24" O.C. NON BEARING WALLS ONLY.
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STUB OUT FOR GAS @ OUTDOOR KITCHEN,
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RANGE, WATER HEATER, AND DRYER. VERIFY
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WITH CONTRACT AND SUBDIV. SPECS.
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A SEPARATE PERMIT IS REQUIRED
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VINYL SHELF NOTES:
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1) ALL CLOSET SHELVES TO BE 12"
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2) ALL PANTRY & LINEN TO BE (4) 16"
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SHELVES 18" O.F.F. WITH 15" INCREMENT.
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT DOOR. (PER FLORIDA BUILDING CODE-R308.4.2)
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NOTE:
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PROVIDE SAFETY GLAZING AT BATH/SHRW.
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SHALL COMPLY WITH R 308.4.5
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WIDTH
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HEIGHT
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MARK
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SIZE
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ZONE
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CODE
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DESCRIPTION
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PRODUCT
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OVERHEAD
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192
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96
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1
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QTY
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1
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SWING
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DISTINCTION
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77
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96
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1
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2
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DOOR
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TABLE
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WIND
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PRESSURE
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4&5
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5
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4
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WIND-BORNE
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DEBRIS PROTECTION
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WIND PRESSURES PER ASCE7-10, 170 MPH, EXPOSURE B, AND CONVERTED
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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+26.4/-29.4
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+31.2/-41.8
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+31.2/-33.8
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GARAGE DOOR
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Vasd=124 MPH
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%%u%%oMASTER SUITE
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%%u%%oFOYER
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COFFER
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%%u%%oGARAGE
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%%u%%oGREAT ROOM
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%%u%%oCAFE
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%%u%%oLNDRY.
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%%u%%oPWDR.
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10'-0" FLAT CLG.
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%%u%%oW.I.C.
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%%u%%oSTUDY
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10'-0" FLAT CLG.
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LINE OF 2ND FLOOR
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LINE OF 2ND FLOOR
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REF. SPACE
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W
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D
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LT
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4
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2
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2
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2
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4
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3
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3
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3
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3
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3
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3
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1/2 35 S.H.
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1/2 33 S.H.
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26 S.H.
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1/2 35 S.H.
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%%u%%oENTRY
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2-35 S.H.
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ARCH
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24" X 24" FIXED GLASS
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35 SH.
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12080 PKT. SL. GL. DR.
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PANTRY
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16'-0" X 8'-0" O.H. GARAGE DR.
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1/2 35 S.H.
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OPEN RAIL
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12" VINYL SHELF
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12" VINYL SHELF
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4-16" VINYL SHLV.
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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1
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2
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SWING
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DISTINCTION
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36
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80
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1
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3
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DOOR
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5
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4
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O.H. CABS.
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A
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B
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B
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B
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E
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D
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F
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F
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G
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H
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J
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16" VINYL SHELF
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P
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A
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3
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A
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3
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SCALE: 3/16" = 1'-0"
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%%u%%o1st FLOOR PLAN:%%O "J"
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SCALE: 3/16 = 1'-0"
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%%u%%o2nd FLOOR PLAN:%%O "J"
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12 F.G.
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P
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COFFERED CLG.
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10'-0" FLAT CLG.
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H.B.
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4-16" VINYL SHLV.
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NOTE: THE GARAGE SHALL BE THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THEN 5/8" TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THEN 1/2" GYPSUM BOARD OR EQUIVALENT.
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CLG. TO 9'-0"
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FRAME DOWN
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RANGE
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O.H. CABS
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RANGE SOFFIT W/ ARCH
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SEE DETAIL
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M&M #302 OR EQUAL
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M&M #41M W/ COVE
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FOYER SOFFIT DETAIL
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INDICATES CROWN
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APPLIED PANEL MLDG
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LIGHTING SEE DETAIL
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M&M# 41M W/ COVE
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COFFER CEILING
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NEEDED
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INDICATES CROWN
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LIGHTING
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BLOCKING AS
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%%u%%oBATH
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%%u%%oMSTR
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# 5 BAR IN GROUTED CELL,
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LAP 25" WITH #5 DOWEL
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OUT OF SLAB, WITH 7" HOOK
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INTO TOP OF BOND BEAM
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UP
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2X6
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%%u%%oBEDROOM #2
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9'-4" FLAT CLG.
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%%u%%oBEDROOM #3
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9'-4" FLAT CLG.
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%%u%%oBEDROOM #4
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9'-4" FLAT CLG.
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%%U%%OGAME ROOM
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9'-4" FLAT CLG.
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%%u%%oW.I.C.
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%%u%%oW.I.C.
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%%u%%oW.I.C.
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3
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3
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3
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EGRESS
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25 S.H.
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3-34 S.H.
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2-25 S.H.
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SHWR.
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OPEN RAIL
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13 S.H.
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OPEN RAIL
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12" VINYL SH
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12" VINYL SH
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12" VINYL SH
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C
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K
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9'-4" FLAT CLG.
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3
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13 S.H.
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K
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3
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PK.
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EGRESS
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25 S.H.
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25 S.H.
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EGRESS
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3
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L
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L
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L
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M
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SHELF
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%%U%%OBATH #4
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3
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5' TUB/SHWR.
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3
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%%U%%OBATH #2
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%%U%%OBATH #3
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5' TUB/SHWR.
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MIRROR
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MIRROR
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DOWN
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12" VINYL
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ENTRY AREA ------------------------------ 93
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GARAGE AREA ----------------------------- 612
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2ND FLOOR LIVING AREA ------------- 1,430
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TOTAL AREA --------------------------- 4,729
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SQUARE FOOTAGE
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1ST FLOOR LIVING AREA -------------- 2,031
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TOTAL LIVING AREA ------------------- 3,461
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LANAI AREA ----------------------------- 563
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MARK
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1
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INTERIOR DOOR SCHEDULE
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DOOR WIDTH
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3'-0"
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2'-8"
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2'-6"
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2'-4"
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2'-0"
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1'-8"
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1'-6"
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2
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3
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4
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5
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6
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7
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NOTES
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PK. = POCKET DOOR
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B.F. = BI-FOLD DOOR
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B.P. = BI-PASS DOOR
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LV. = LOUVERED DOOR
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2'-11"
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8
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%%u%%oLANAI
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10'-0" FLAT CLG.
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13 S.H.
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N
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24" X 24" SCREEN OPENING TOP AT 8'-4" A.F.F.
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10'-0" FLAT CLG.
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%%u%%oPOOL BATH
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10'-0" FLAT CLG.
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PAVERS LINE
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GARAGE DOOR ASSUMES 2' IN ZONE 5.
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SWING
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DISTINCTION
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30
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96
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1
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4
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DOOR
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5
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4
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4
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STEP
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MARK
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SIZE
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ZONE
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CODE
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DESCRIPTION
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PRODUCT
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QTY
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D
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C
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E
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A
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B
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F
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G
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H
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K
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L
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25
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WIND
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PRESSURE
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J
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5
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4
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5
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4
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5
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4
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5
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4
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5
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4
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5
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4
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5
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4
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5
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4
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5
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4
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WIND-BORNE
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DEBRIS PROTECTION
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WIND PRESSURES PER ASCE7-10, 170 MPH, EXPOSURE B, AND CONVERTED
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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Vasd=124 MPH
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5
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4
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SH
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1/2 35
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F.G
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1/2 35
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24"X24"
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3
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1
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SH
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2-25
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1
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12080
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PKT. SL. GL. DOOR
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5
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4
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SH
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SH OBSCURE
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SH
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1/2 33
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SH
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35
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2
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1
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1
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1
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SH
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26
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SH
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2-35
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M
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13
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1
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2
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3
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SH
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25
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1
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4
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3-34
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5
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4
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SH
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1
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5
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SL. GL. DOOR
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1
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O
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8080
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5
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4
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SH OBSCURE
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1
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N
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13
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COMMON TRUSSES AT GARAGE TO HAVE ATTIC STORAGE THAT IS 8'-0" WIDE UP TO HIP GIRDER
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GARAGE TRUSSES TO HOUSE FIRST FLOOR A/C UNIT
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DBL
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OVEN
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LAST RISER
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P
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5
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4
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12
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FIXED GLASS
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3
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12 F.G.
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OBSCURE
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OBSCURE
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6
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7
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3
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2
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1
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4
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5
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8
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12
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13
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9
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10
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11
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18
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16
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15
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4
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17
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14
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5
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6
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7
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8
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9
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10
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11
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12
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13
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15
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16
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17
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18
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14
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6" WIDE ARCH
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%%u%%oW.I.C.
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2
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TO 9'-6"
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DROP CEILING
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RECESS 3 1/2"
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TILE SHWR.
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GLASS
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ABOVE
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42" KNEEWALL
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2
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2
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2
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2880
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5
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24" MASONRY SILL
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24" FRAME HEADER
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Q
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72" HIGH MITERED GLASS
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Q
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5
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4
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160"x72"
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MITERED GLASS
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1
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SWING
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DISTINCTION
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32
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96
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1
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5
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DOOR
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5
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4
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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A/H
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UNIT
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3
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2
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PKT.
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10'-0" FLAT CLG.
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SEAT
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80" SHWR DOOR
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6'-0" X 3'-0" A/C PAD
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3068
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3
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TANKLESS
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WATER HEATER
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HB
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8'-0" X 8'-0" O.H. GARAGE DR.
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HB
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OPTIONAL
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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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H O M E S
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www. HOMES.com
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13880 Treeline Avenue South Fort Myers, FL 33913
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NOTE: INSTALL 1-3/8" THICK
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SOLID WOOD DOOR BETWEEN
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LIVING AND GARAGE R302.5.1
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MIN R-13 INSULATION
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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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INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1 HEADER @ 83".
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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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MICROWAVE @ 102"
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3
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4-16"
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VINYL
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SHELF
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3
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A/H
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UNIT
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5' TUB
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OPTIONAL
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OPTIONAL
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12 F.G.
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P
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4-16" SH.
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5
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%%u%%oKITCHEN
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10'-0" FLAT CLG.
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SINK & DISP.
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DW
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COFFERED CLG.
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COFFERED CLG.
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SAFETY GLAZED
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2017 ACCESSIBLE
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SAFETY GLAZED
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SAFETY GLAZED
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SAFETY GLAZED
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SAFETY GLAZED
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SAFETY GLAZED
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SAFETY GLAZED
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10'-0" FLAT CLG.
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ALL DIMENSIONS ARE
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TO FINISHED DRYWALL
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RANGE SOFFIT DETAIL
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36" DEEP DRYWALL
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BUILD OUT AREA
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CEILING
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A
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4
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NICHE DETAIL
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A
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4
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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6
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OVERHEAD
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4&5
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+27.6/-31.2
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GARAGE DOOR
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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6
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SHUTTER
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INSTALL OUTDOOR KITCHEN & SINK
DATE:
PLAN:
SHEET#
SCALE:
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A1
A2
A3
A4
A5
A6
J1
J1J1
J1
J3
J3
J3
J3
J5
J5 J5
J5
C
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A7
A8
A9
A10
A11
A12
A6
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J3
J3
J5
J5
EJ7
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A
J3A
J3A
J5A
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K2
K3
K4
K3
K2
K1
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J2
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J2
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EJ2EJ2
EJ2A
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J3
J1B
J1B
J3C
J5C
J5D
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7
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EJ7
J1
J1
N1
C
J
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J1
J1
N1
C
J
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J1
J1
J3
J3
H1
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J
6
J1
J3
L2
EJ6A
J1C
J3G
C
J
5
L1
J1
J1
J3
J3
EJ6B
L1
L2
C
J
5
F2
F2
F2
F2
F2
F2
F3
F4
F2
F5
F6
EJ6
B1
B2
B3
B4
C1
C2
C3
C4
C5
FTG1
D1
D2
J1A
J1A
J1A
J1A
D3
D3
D3
D4
D5
D4
D4
C
J
7
D
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7
D
EJ7C
EJ7C
EJ7C
J5E
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J3D
J3D
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J3D
D6
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J5E
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G1
G2
H2
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L3
L4
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N2
N3
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J1F
J1F
J1G J1G
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N2
MV1
MV2
MV3
MV4
MV5
MV6
MV7
MV8
MV9
FTG2
FTG3
FTG5
FTG6
EJ7B
EJ5
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J
2
A
F10
F10
F11
M3
MV8
MV9
F1A
F13
F2A
FTG7
L5
FT2
F8
F7
F9
F1
M1
F12
FTG8
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OC EDGE & 6"OC FIELD TO 2x4 OR 2x6 SPF #2 STUDS AT 16" O.C. WITH
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2x4 BLOCKING AT ALL PANEL JOINTS. PROVIDE DOUBLE STUD AT EACH
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END OF SHEARWALL (KING STUDS AT HEADER MAY SERVE AS DOUBLE
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STUD). ANCHOR EACH END OF SHEARWALLS AS FOLLOWS:
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AT 2ND FLOOR ABOVE MASONRY: 2-MSTAM36 STRAPS TO MASONRY
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BELOW WITH 8-10d NAILS TO STUD AND (4) 1/4" x 2 1/4" TAPCON TO
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MASONRY.
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AT 2nd FLOOR ABOVE WOOD FRAMING: 2-MSTA24 STRAPS TO GIRDER
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BELOW WITH 22-10d NAILS (11 EACH END OF STRAP).
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NOTES: SHEARWALLS ARE DESIGNATED 'SW' ON PLAN.
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"SW" WOOD PANEL SHEARWALL SCHEDULE
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1/2" CDX PLYWOOD OR 7/16" OSB FASTENED w/ 8d COMMON NAILS @ 3"
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%%uW1 = %%oWINDOW TO 4'-6"
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2 - 2x12
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2 - SPH4
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1 - MSTA18
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2 - KING STUDS
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1 - JACK STUD
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1 - MSTA24 TO TRUSS OR
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1 - MSTAM36 TO MASONRY WALL
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MASONRY WALL
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NAILED TO HEADER
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STRAP AT TRUSS
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TRUSS
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ADD 2ND STRAP IF WINDOW IS
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ADJACENT TO SHEARWALL
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%%UPRECAST LINTEL SCHEDULE
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%%U8F8-1B
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%%U8F8-0B
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'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"
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8" PRECAST LINTEL
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%%U8F16-1B/1T
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1 #5 BOTTOM
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1 #5 TOP
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AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
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WALL ABOVE WITH BOND BEAM AT TOP
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#5 VERTICAL, ABOVE LINTEL ONLY WHERE NOTED ON PLAN
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HOOK #5 BAR INTO TOP OF BOND BEAM
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W
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D
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LT
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%%u%%oMASTER SUITE
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COFFERED CLG.
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10'-0" FLAT CLG.
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%%u%%oFOYER
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COFFER
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%%u%%oGARAGE
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%%u%%oGREAT ROOM
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%%u%%oKITCHEN
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%%u%%oCAFE
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%%u%%oLNDRY.
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%%u%%oPWDR.
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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%%u%%oW.I.C.
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%%u%%oLANAI
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%%u%%oSTUDY
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10'-0" FLAT CLG.
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%%u%%oMSTR BATH
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10'-0" FLAT CLG.
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%%u%%oENTRY
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PANTRY
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%%u%%oBEDROOM #2
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9'-4" FLAT CLG.
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%%u%%oBEDROOM #3
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9'-4" FLAT CLG.
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%%u%%oBEDROOM #4
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9'-4" FLAT CLG.
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%%U%%OGAME ROOM
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9'-4" FLAT CLG.
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COFFERED CLG.
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9'-4" FLAT CLG.
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9'-4" FLAT CLG.
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9'-4" FLAT CLG.
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%%u%%oW.I.C.
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%%u%%oW.I.C.
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%%u%%oW.I.C.
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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SCALE: 3/16" = 1'-0"
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%%U%%O1ST FLOOR AND LOWER ROOF FRAMING PLAN "J":%%O
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SCALE: 3/16" = 1'-0"
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%%U%%OUPPER ROOF FRAMING PLAN "J":%%O
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10'-0" FLAT CLG.
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H.B.
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CEILING HEIGHTS AT
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= FRAME DOWN CLG. TO 9'-0" A.F.F.
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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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%%uW2 = %%oWINDOW TO 6'-6"
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2 - 2x12
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2 - SPH4
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2 - MSTA18
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2 - KING STUDS
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2 - JACK STUD
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2 - MSTA18 TO TRUSS OR
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2 - MSTAM36 TO MASONRY WALL
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MASONRY WALL
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NAILED TO HEADER
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STRAP AT TRUSS
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TRUSS
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OMIT SILL AT DOOR
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MASTER BATH
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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10'-0" FLAT CLG.
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LANAI CEILING TO BE 1/2"
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DENSGLASS WITH STUCCO FINISH
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GARAGE TRUSSES TO HOUSE FIRST FLOOR A/C UNIT
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COMMON TRUSSES AT GARAGE TO HAVE ATTIC STORAGE THAT IS 8'-0" WIDE UP TO HIP GIRDER
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LAST RISER
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FIRR BOTH SIDES TO 12" WIDE, NON-BEARING COLUMN BELOW
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TO 9'-6"
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DROP CEILING
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A/H
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UNIT
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6'-0" X 3'-0" A/C PAD
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TANKLESS
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WATER HEATER
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HB
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HB
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 10'-0". ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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CB2
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CB3
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NON-BEARING
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NON-BEARING
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SUSPENED HEADERS PER DETAILS 8 & 9 S-2
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NOTES: 1. THE DISTANCE FROM THE FACE OF SUPPORT TO THE FIRST TIE OR STIRRUP SHALL BE 1/2 THE TIE SPACING, OR 6" MAX. (ie, FOR TIE SPACING = 6", LOCATE FIRST TIE 3" FROM FACE OF COLUMN). 2. BOTTOM BARS ARE IN 2 LAYERS AND SHALL HAVE 1" CLEAR SPACE BETWEEN LAYERS AS SHOWN IN DETAIL.
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'L2' 2ND LAYER OF BOTTOM REINFORCING, IF SPECIFIED
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s
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s = MINIMUM CLEAR SPACE BETWEEN BARS WHICH IS THE LARGEST OF 1" OR 1 BAR DIAMETER OR 1.33 x MAX. AGGREGATE DIAMETER
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'L1' BOTTOM REINFORCING
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USED
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CONCRETE BEAM
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s
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#3 STIRRUP WITH #5 & #6 BARS. #4 STIRRUP WITH #7 - #11 BARS.
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TOP REINFORCING
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TIE & STIRRUP TYPES
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1
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3
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2
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TYPE
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CAST-IN-PLACE CONCRETE BEAM SCHEDULE
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BOT 'L2'
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#3 TIES
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BOT 'L1'
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TOP BARS
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I.D.
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W x D
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2-#5
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2-#5
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CB1
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CB2
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8"x16"
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8"x16"
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2-#5
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2-#5
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-
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1,2,3
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-
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7" OC
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NOTES
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4-#6
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CB3
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12"x16"
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2-#6
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1,2,3
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7" OC
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PLAN NOTES: 1) TRUSS BEARING ELEVATION VARIES, SEE PLAN. TRUSS BEARING ELEVATION VARIES, SEE PLAN. 2) ROOF AND FLOOR FRAMING SHALL BE WOOD ROOF AND FLOOR FRAMING SHALL BE WOOD TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER ENGINEER PER DESIGN CRITERIA ON SHEET S-1. 3) PROVIDE STRAPPING AT ROOF AND FLOOR TRUSSES PROVIDE STRAPPING AT ROOF AND FLOOR TRUSSES AND STUD BEARING WALLS PER NOTES ON THIS SHEET. THIS SHEET. 4) FOR NAILING OF ROOF DECK, SEE DETAIL 1 AND 2 FOR NAILING OF ROOF DECK, SEE DETAIL 1 AND 2 ON SHEET S-1 AND TABLE 3 ON A-6. 5) NAIL MULTI-PLY WOOD POSTS AND BEAMS PER NAIL MULTI-PLY WOOD POSTS AND BEAMS PER DETAIL 11/S-1. 6) 'SW' DENOTES WOOD PANEL SHEARWALL PER 'SW' DENOTES WOOD PANEL SHEARWALL PER SPECIFICATION ON THIS SHEET.
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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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10'-0" FLAT CLG.
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H O M E S
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www. HOMES.com
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13880 Treeline Avenue South Fort Myers, FL 33913
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HTA16-18 @ 32" O.C. @ INSIDE FACE OF GABLE TRUSS
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1-HTA16-18 @ H2
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2-HTA16-18 @ G2
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A/H
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UNIT
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STUD WALL W/ 2x4 SYP #2
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@ 16" O.C., DOUBLE TOP PLATE
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W/ SPTH4 @ 16" O.C. MSTA24
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@ 32" O.C. BOTTOM
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PER DETAIL 10/S-1, TYPICAL.
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2X6 WALL
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2X8 BEAM
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1-HUC28-2 FROM 2X8 BEAM TO GIRDER
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R302.12 DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9m²). DRAFTSTOPPING SHALL ). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. R302.12.1 MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" (12.7mm) GYPSUM BOARD, 3/8" (9.5mm) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED.
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DRAFTSTOPPING
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R312.1.1 Guards required - Gaurds shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Insect screening shall not be considered as a guard. R312.1.2 Height - Required guards at open-sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches high measured vertically above the adjacent walking surface, or the line connecting the leading edges of the treads. Exceptions: 1. Guards on the open sides of stairs shall have a height not less than 34 inches measured vertically from a line connecting the leading edges of the treads. 2. Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall be not less than 34 inches and not more than 38 inches as measured vertically from a line connecting the leading edge of the treads. R312.1.3 Opening limitations - Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4 inches in diameter. Exceptions: 1. The triangular openings at the open side of a stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in diameter. 2. Guards on the open sides of stairs shall not have openings which allow passage of a sphere 4-3/8 inches in diameter. FBC 1607.8.1.1 - Guardrail & Handrail assemblies shall be able to resist a single concentrated load of 200 pounds applied in any direction at any point along the top. In accordance w/section 4.5.1 of ASCE7. FBC 1607.8.1.2 - Intermediate rails, balusters and panel fillers shall be designed to withstand a horizontal applied normal load of 50 pounds on an area equal to 1 square foot including openings and space between rails. In accordance w/ section 4.5.1 of ASCE7.
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GUARDRAILS ARE TYPICALLY A MANUFACTURED PRODUCT AND ARE NOT DESIGNED BY THE STRUCTURAL ENGINEER OF RECORD. THE GUARDRAIL MFR. SHALL BE RESPONSIBLE TO PROVIDE A DESIGN, INCLUDING FASTENINGS TO THE STRUCTURE, TO SATISFY CODE REQUIREMENTS.
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%%UGUARDRAILS PER FBCR 2017
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JOB # 578570006 DATED: 04/09/18
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ON TRUSS LAYOUT PREPARED BY SCOSTA,
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STRAPPING ARE BASED
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TRUSS BEARING CONDITIONS AND
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REVISED: NONE
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1-MSTA36 BOTTOM
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3-2X4 POST
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1-HTW20 @ A12
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1-HTS20
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TYP @ STUD
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WALLS
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3-2X4 POST
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3-HTS20 @ A1
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WALL, TYPICAL.
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INTERSECTING MAIN
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AT LANIA/ ENTRY
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9/S-1 WHERE LINTEL
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SEE DETAIL
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CANTILEVER ROOF TRUSS
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GROUT LINTELS SOLID WITH BOND BEAM
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CORNER BARS PER DETAIL 9/S-1
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SOLID, TOP @ 10'-0", PROVIDE
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WITH 1-#5 CONTINOUS, GROUT
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8" x 8" MASONRY BOND BEAM
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TRUSS, TYPICAL
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EACH ROOF
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HTA16-18 @
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POST W/ 2-HTT5 BOTTOM
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B4, 5-1/4"X5-1/4" PSL
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2-HTT45 ABOVE & BELOW
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NO UPLIFT
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NO STRAPS
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3-2X4 POST
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NO UPLIFT
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NO STRAPS
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3-2X4 POST
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W/ BLOCKING AT MIDHEIGHT
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2X4 SPF #2 @ 16" O.C.
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STUD BEARING WALL,
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W/ BLOCKING AT MIDHEIGHT,
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NO STRAPS, NO UPLIFT
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2X4 OR 2X6 SPF #2 @ 16" O.C.
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STUD BEARING WALL,
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NO UPLIFT
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NO STRAPS
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3-2X4 POST
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HTT45 BOTTOM
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2-JACK STUDS
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2-MSTA24
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STRAP THIS WALL
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ONLY W/ SPTH4 BOTTOM
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BOTTOM @ 16" O.C.
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AND 1/2"X6" EXP. BOLT
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@ 32" O.C. W/ 2" WASHER
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@ FLOOR TRUSS
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1-HTA16-18
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@ G2
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1-HTA16-18
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1-HTA-20
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@ FTG1
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@ C1
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1-HTA16-18
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W/ 5/8"%%c
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ALLTHREAD DRILL
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& EPOXY 12" EMBED
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1-HTT45 @ FTG1
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1-HTA20 AND
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EDGE OF SECOND FLOOR
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BEARS @ 10'-0"
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GIRDER FTG1
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HIP
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HIP
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VALLEY
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VALLEY
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HIP
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RIDGE
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HIP
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HIP
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COFFERED CLG.
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1-HTA16-18 @ H2
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GIRDER B4 BEARS
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ON WALL @ 10'-0"
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2-HTA16-18 @ B1
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1-HTA16-18 @ D6
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1-HTA16-18 @ D1
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1-HTA16-18 @ D1
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DW
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HIP
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1-HTA16-18 @ D6
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1-HTT45 @ FTG8 5/8" ALLTHREAD, DRILL & EPOXY 12" MIN. EMBED
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HIP
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HIP
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RIDGE
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VALLEY
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HIP
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HIP
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HIP
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HIP
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HIP
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RIDGE
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HIP
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RIDGE
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RIDGE
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2-RS16 BOTTOM
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3-2X4 POST
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1-HTW20 @ A12
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1-HTW20, TYPICAL
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3-HTW20 @ A1 3-2X4 POST 2-RS16 BOTTOM
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2-MSTA36 BOTTOM
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1-HTT45 THIS SIDE OF FTG8 W/ 5/8" ALLTHREAD, DRILL & EPOXY 12" MIN EMBED
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4
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S-2
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5
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S-2
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1-HTA16-18 @ D6
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3
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S-3
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HTA16-18 @ 32"O.C. @ INSIDE FACE OF TRUSS
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5 1/4X 5 1/4 PSL POST @ FTG3 NO STRAPS NO UPLIFT
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7
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S-2
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2-2X4 POST @ FTG5 NO STRAPS NO UPLIFT
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17
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S-1
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%%U8F8-0B
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%%U8F8-1B
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1
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S-2
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1-HTA16-18 @ H1
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1-HTA16-18 @ H1
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2
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S-2
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%%U8F16-1B/1T
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%%U8F8-0B
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6
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S-2
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3
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S-2
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HTA16-18 @ 32" O.C. @ INSIDE FACE OF TRUSS
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%%U8F8-0B
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%%U8F16-1B/1T
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%%U8F16-1B/1T
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-1B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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CB3 OVERHANGS COLUMN BY 4"
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STRAP BOTTOM OF STUDS TO MASONRY BELOW PER 10/S-1
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BEARING HEIGHT
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= INTERIOR STUD BEARING @ 10'-0" A.F.F.
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= BEARING @ 21'-4" A.F.F.
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= TOP OF BEAM @ 10'-0" A.F.F.
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= TOP OF BEAM @ 11'-0" A.F.F.
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%%U8F8-1B GROUT TO 11'-0"
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10-10dx1 1/2", EMBED 4"
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1870
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INSTALL HTA16-18 AT ALL TRUSSES TO 1615 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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(1)HTA20
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NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE AND SUITABLE FOR THE GEOMETRY. EMBED STRAP ON C/L OF WALL. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 3) WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER DETAIL 2/S-4. 4) 'ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR. INSTRUCTIONS.
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2800 (2 PLY)
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3170 (2 PLY)
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5005
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2430 (1 PLY)
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10-10dx1 1/2", EMBED 4"
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5/8"%%C ATR, EPOXY 12"
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(2)HTA16-18
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(2)HTA16-18
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(2)HTA20
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HTT45
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R2
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TRUSS STRAPPING TO MASONRY
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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1615
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10-10dx1 1/2", EMBED 4"
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(1)HTA16-18
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CONNECTOR
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FASTENER
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10-10dx1 1/2", EMBED 4"
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10-10dx1 1/2", EMBED 4"
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FASTENER
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12-10dx1 1/2"
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12-10dx1 1/2"
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12-10dx1 1/2"
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TRUSS STRAPPING TO STUD WALL/WOOD BEAM
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24-10dx1 1/2"
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24-10dx1 1/2"
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24-10dx1 1/2"
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NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS.
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24-10dx1 1/2"
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INSTALL AT ALL TRUSSES TO 1005 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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2570
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(2)HTW20
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(3)HTW20
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(4)HTW20
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3855
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5140
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CONNECTOR
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(2)MTW16
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(3)MTW16
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(1)MTW16
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(1)HTW20
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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2010
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3015
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1005
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1285
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R2
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1-HTA20 @ FTG3
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2-HTA16-18 @ B1
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AREAS (SQ. FT.)
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MODEL 3461 J: ATTIC VENTILATION FBCR R806
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ATTIC VENTILATION REQUIRED
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8.15%%%
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2214.4 SQ. FT.
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SOFFIT ONLY (1/150)
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ATTIC VENTILATION REQUIRED
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WITH ROOF VENTS (1/300)
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ROOF VENT MODEL
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"SOFFIT ONLY" QUALIFIES
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1st STORY
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COORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS
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ATTIC
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QUAD 4
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MARK
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QUANTITY OF
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3.79%%%
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MIN AIR FLOW
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(NO ROOF VENTS)
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-.-%
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-
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LOMANCO 770-D
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0.97 SQ. FT. FREE AIR
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ROOF VENTS ARE NOT REQUIRED
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389.5 SQ. FT.
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SOFFIT
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SOFFIT HAS
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OF SOFFIT
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(R.V.)
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ACM QUAD 4, FULL VENT,
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NARROW PATTERN,
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8.15%%% FREE AIR FLOW
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ROOF VENTS
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SOFFIT MODEL
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ATTIC AREA/150
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14.76 SQ. FT.
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ATTIC AREA/300
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-.-- SQ. FT.
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2nd STORY
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8.15%%%
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1694.0 SQ. FT.
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5.23%%%
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-.-%
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-
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216.0 SQ. FT.
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11.29 SQ. FT.
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-.-- SQ. FT.
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REQ'D AIR FLOW OF SOFFIT
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(OR UP 13'-6" WITH ONLY JACK TRUSSES ABOVE)
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
RESI
DENC
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G.C.
D # :
1012
8
LOT:
M
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:BL
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:
ADDR
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6671
BOT
TLEB
RUSH
LAN
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A-5 J
ELECTRICAL
3/16"=1'-0"
Phon
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40-1
822
Fax
(239
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9
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Coa
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SUBD
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04-24-18
JSL
JWC
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# : 5
7857
0006
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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.
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Install Arc-Fault circuit-Interrupters & Tamper-Resistant Receptacles
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shall be installed in dwelling unit. per NEC 210.12 & 406.11
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Install Phone & T.V per contract .
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INSTALL ALL ELECTRICAL PER NEC 2014
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SURFACE MOUNTED CEILING LIGHT
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TELEVISION RECEPTION OUTLET
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AC/DC SMOKE DETECTOR
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TO BE INTERCONNECTED
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WALL MTD. BRACKET LIGHT
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3 WAY SWITCH
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DIMMER SWITCH
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GFI SWITCH
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TELEPHONE OUTLET
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SINGLE POLE SWITCH
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A/C DISCONNECT
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DUPLEX FLOOD LIGHT
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TRACK MTD. LIGHTS
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EXHAUST FAN
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PUSH BUTTON
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RECESSED LIGHT
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1/2 SWITCHED DUPLEX OUTLET
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DUPLEX RECEPTACLE OUTLET
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4-PLEX RECEPTACLE OUTLET
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220 V RECEPTACLE OUTLET
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SINGLE RECEPTACLE OUTLET
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DUPLEX RECETACLE @ ELEV. A.F.F.
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ELECTRICAL PANEL
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ELECTRICAL METER
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120 V JUNCTION BOX
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T
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TIMER SWITCH
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J
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GFI
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D
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3
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SD
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TV
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ELECTRICAL LEGEND
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2' UNDER COUNTER LIGHT
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4' FLUORESCENT LIGHT
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K
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P
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KEYPAD
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ANY RESIDENT HAVING A FOSSIL-BURNING
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HEATER OR APPLIANCE, A FIREPLACE, OR
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AN ATTACHED GARAGE SHALL HAVE AN
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OPERATIONAL CARBON MONOXIDE ALARM
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INSTALLED WITHIN 10 FEET OF EACH
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ROOM USED FOR SLEEPING PERPOSES.
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PER RULE 9B-3.04.72
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DOOR BELL
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DB
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POWER CO.
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300 AMP ELECTRICAL RISER DIAGRAM
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#6 CU MIN. TO (2) GROUND RODS,
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AT LEAST 6FT APART.
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M
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150 AMP.
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PANEL
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150 AMP.
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PANEL
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(2) 2/0 AL & (1) 1/0 AL
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OR CU EQUIVALENT.
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W
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D
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LT
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D.B.
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GFI/WP
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OPT.
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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OPT.
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FLOOD LIGHT
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SWITCH IN FOYER
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NOTE: VERIFY LOCATION
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OF GFI PER
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DECO BANDING
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OPT.
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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FAN (TYP.)
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PRE-WIRE FOR
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GFI @ 42"
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H
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COACH
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LIGHT
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A
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A
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FAN (TYP.)
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PRE-WIRE FOR
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3
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3
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3
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A
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A
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3
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L
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M
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GFI
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GFI
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VP
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VP
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C
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L
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GFI
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A
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A
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3
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3
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M
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GFI
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GFI
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GFI
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GFI
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GFI
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A
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A
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A
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A
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A
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3
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3
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GFI/WP
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GFI/WP
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TO OPT. POOL LIGHT
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TV
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A
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3
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UP
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TO SWITCH
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TV
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SD
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SD
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SD
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ELEC. PANEL
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METER
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SPRINKLER PUMP
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300A
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%%u%%o2nd FLOOR ELECTRICAL PLAN:%%O "J"
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SCALE: 3/16" = 1'-0"
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K
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P
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K
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P
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K
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P
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OPT.
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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DOWN
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TO SWITCH
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A
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A
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3
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3
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3
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PRE-WIRE FOR
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M
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M
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FAN (TYP.)
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PRE-WIRE FOR
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VP
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B
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FAN (TYP.)
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PRE-WIRE FOR
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SD
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SD
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SD
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SD
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SD
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GFI
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VP
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B
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FAN (TYP.)
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PRE-WIRE FOR
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A/C DISCONNECT
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E
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M
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M
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SLAB LINE
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F
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F
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H.B.
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TV
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TV
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TV
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TV
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ELECTRICAL PLAN 3462 "J"
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300 Amp Service
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A
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TAG
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QUANTITY
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PRODUCT #
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PRODUCT
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B
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C
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D
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E
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F
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G
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H
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J
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K
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N
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O
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P
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(48)
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(5)
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(1)
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(X)
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(1)
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(3)
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NEED INFO
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(2)
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(X)
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(3)
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(X)
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(2)
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(4)
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(4)
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36" Avalon 4 Lt
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24" Avalon 3 Lt
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10" Mushrooms
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Pendant/Nook
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Vapors
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Recessed Cans
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Coach Lights
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Coach Lights
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J BOX
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5lt Chandelier
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3 Lt Avalon
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Pendant Light
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P3266-09
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P3269-09
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P3268-09
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P3410-30
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P4070-09
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P5815-30
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P5683-30
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P4068-09
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P3773-09
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P-5068-09
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L
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M
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(4)
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(6)
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4' Fluorescent
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2' Fluorescent
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P7183-30
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P7186-30
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%%u%%o1st FLOOR ELECTRICAL PLAN:%%O "J"
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SCALE: 3/16" = 1'-0"
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GFI
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VP
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B
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F
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GFI
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TV
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TV
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FAN (TYP.)
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PRE-WIRE FOR
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FAN (TYP.)
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A
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A
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A
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OPTIONAL OUTDOOR
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KITCHEN
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GFI
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WP
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P
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P
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P
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A/C
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RETURN
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AIR
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A/C
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SUPPLY
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CLOSE TO CEILING CHANDELIER
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Q
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(1)
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P3467-09
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A
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GFI
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A
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STRUCTURED
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WIRE BOX
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W 110 OUTLET
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M
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LAST RISER
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A/H
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UNIT
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GFI @ 42"
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GFI
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REF. SPACE
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O.H. CABS.
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GFI
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6'-0" X 3'-0" A/C PAD
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TANKLESS
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WATER HEATER
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HB
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HB
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L
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H
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OPT.
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FLOOD LIGHT SWITCH
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IN FOYER
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COACH
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LIGHT
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L
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H
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A/C DISCONNECT
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SWITCH
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GFI/WP
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GFI/WP
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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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H O M E S
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www. HOMES.com
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13880 Treeline Avenue South Fort Myers, FL 33913
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A/H
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UNIT
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A/C DISCONNECT
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SWITCH
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DW
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A
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A
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A
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A
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K
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J
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A
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A
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A
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A
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SCD
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SD (SMOKE DETECTOR)
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SCD (CARBON MONOXIDE/SMOKE DETECTOR
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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A
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A
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A
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A
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OPT.
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N
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A
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A
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A
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A
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A
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A
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A
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F
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F
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FAN (TYP.)
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PRE-WIRE FOR
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
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A BOTTOM RAIL OR CURB IS NOT
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REQUIRED ON GUARDRAILS WITHIN DWELLINGS,
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TREADS SHALL BE OF UNIFORM DEPTH AND RISERS OF
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RISERS ABOVE A FLOOR OR FINISHED GROUND
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STAIRWAYS HAVING FOUR OR MORE
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LEVEL, SHALL BE EQUIPPED WITH HANDRAILS
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LOCATED NOT LESS THAN 34 INCHES NOR
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MORE THAN 38 INCHES ABOVE THE LEADING
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SHALL BE NO VARIATION EXCEEDING 3/8 INCH IN THE DEPTH
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UNIFORM HEIGHT IN ANY STAIRWAY BETWEEN TWO FLOORS. THERE
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TREADS SHALL BE OF UNIFORM DEPTH AND RISERS OF
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PROJECTION OF NOSING, IS NOT LESS THAN 24 INCHES NOR MORE
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7 3/4 INCHES AND TREADS, EXCLUSIVE OF NOSING, SHALL BE NOT
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THAN 25 INCHES. THE HEIGHT OF RISERS SHALL NOT EXCEED
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OF ADJACENT TREADS OR IN THE HEIGHT OF ADJACENT RISERS
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RISER OR BETWEEN THE LARGEST AND SMALLEST TREAD SHALL
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AND THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST
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NOT EXCEED 3/8 INCH IN ANY FLIGHT.
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THAT THE SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF
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34" MIN. HGT.
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38" MAX. HGT.
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%%U%%OSTAIR SECTION DETAILS
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VERIFY WITH
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FIELD CONDITIONS
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FIELD CONDITIONS
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VERIFY WITH
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7 1/2"
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10"
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1" NOSING TYP.
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2X8 PT PLATE
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A-35 @ EACH STRINGER
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W/4- 1/4" RED HEADS
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EDGE OF A TREAD.
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FLOOR
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TOP OF FINISH
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CUT TO FIT
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2X10 NO NOISE
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STRINGER
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STRINGERS
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FLOOR
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JOIST
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2X8
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3- 2X12
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1X8 RISER
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LSU 26 @ EACH
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HAND RAIL
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BETWEEN SPINDLES
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LESS THAN 4" TYP.
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LESS THAN 10 INCHES WIDE.
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TURER TO ENSURE THAT ADEQUATE BEARING IS
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TO THE CONTRACTOR AND DESIGNER FOR REVIEW
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AND APPROVAL PRIOR TO FABRICATION. CONTRACTOR
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SHALL BE RESPONSIBLE FOR FIELD VERIFICATION
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OF DIMENSIONS, MATERIALS AND CONDITIONS.
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11. AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES TO
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PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL
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SURFACE FROM FLOOR TO CEILING.
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IS PROVIDED AT END REACTIONS OF ALL GIRDER
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10. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS
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PERMANENT INSTALLATION TO COMPLY WITH
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13. MICRO-LAMS (OR EQUAL PARALAMS, LVL'S, ETC.) SHALL
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BE USED WHERE SPECIFIED ON ENGINEERED PLANS
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AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
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RECOMMENDATIONS. ANY EDGES OR ENDS EXPOSED
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TO THE WEATHER SHALL BE PROTECTED BY THE
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INSTALLATION OF 26 GA., MIN., GALVANIZED STEEL
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14. SPLICES IN MULTI-BOARD CONTINUOS BEAMS SHALL
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BE ALLOWED FOR ONE BOARD ONLY PER SPAN
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AND ONLY AT THE QUARTER POINT OF THE SPAN,
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UNLESS SHOWN OTHERWISE.
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12. BRACE TRUSSES DURING ERECTION AND AFTER
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TRUSSES.
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FLASHING.
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TPI BWY-76.
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8. ALL TRUSSES SHALL BE DESIGNED AND CERTIFIED BY
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THE TRUSS MANUFACTURER'S STATE OF FLORIDA
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9. CONTRACTOR SHALL CORRELATE WITH TRUSS MANUFAC-
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REGISTERED ENGINEER.
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4. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES
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AS SHOWN ON THE DRAWINGS AND AS NECESSARY AND
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SUITED FOR EACH APPLICATION. FASTENING SUBJECT
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TO MOISTURE SHALL BE HOT DIP GALVANIZED TO ASTM
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A-153-80, OR STAINLESS STEEL.
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5. ALL METAL CONNECTIONS AND FABRICATIONS SHALL
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COMPLY WITH AISC SPECIFICATIONS.
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6. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS
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7. PREFABRICATED STRUCTURAL TRUSSES SHALL COMPLY
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WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR
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WOOD CONSTRUCTION, TPI DESIGN SPECIFICATIONS FOR
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METAL PLATE WOOD TRUSSES AND ATTIC 100.
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OF SUPPORT.
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WOOD FRAMING:
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1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED
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PER NATIONAL DESIGN SPECIFICATIONS
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2. UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM
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A. INTERIOR BEARING WALLS SPF #2
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FOR WOOD CONSTRUCTION.
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GRADES SHALL BE USED:
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15. SPACE FRAMING OF ARCHES UNDER TIE BEAM SHALL BE
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FILL IN FRAME UNLESS NOTED OR CONSTRUCTED OTHERWISE.
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3. TREATED WOOD REQUIREMENTS: ALL WOOD EXPOSED TO
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WEATHER SHALL BE PROTECTED, PRESSURE TREATED, OR
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NATURALLY RESISTANT TO DECAY. ALL WOOD TOUCHING
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MASONRY OR CONCRETE SHALL BE ISOLATED,
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PRESSURE TREATED.
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4
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TRUSS @24" O.C.
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MASONRY
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STRAP AT
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FLOOR TRUSS
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STUD STRAPPING AT 2ND FLOOR
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MSTA24 WHERE
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STUD ALIGNS W/
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FLOOR TRUSS
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STUD @ 16" O.C.
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MSTAM36 WHERE STUD
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DOES NOT ALIGN W/
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FLOOR TRUSS
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SILL PLATE
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PLYWOOD
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8-10d NAILS
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(4) 1/4" X 2-1/4" TITEN
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SCREWS. FIRST SCREW
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1-1/2" MIN. FROM TOP
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OF WALL.
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3
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THE 3 STRINGER DETAIL SHOWN HERE IS
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FOR HAND FRAMING OF THE STAIRS IN
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THE FIELD WHERE LARGE NOTCHES ARE
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CUT IN THE STRINGERS. THE CONTRACTOR
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MAY CHOOSE TO PURCHASE A
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PRE-MANUFACTURED STAIR INSTEAD WHICH
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HAS 2 STRINGERS. THE STRINGERS REMAIN
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WHOLE WHILE GROOVES ARE ROUTED TO
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ACCEPT THE TREADS AND RISERS. THE
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SHOP DRAWINGS FROM THE STAIR
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MANUFACTURER SHALL GOVERN AND
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SUPERCEDE THE DETAIL SHOWN HERE.
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RESIDENTIAL SPECIFICATIONS
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GENERAL NOTES
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1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT
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THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL
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REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING
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2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK
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HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO
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3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED
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TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR
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FOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000
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PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO
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SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT
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4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE
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5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB
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SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL,
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PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR
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STRUCTURAL DRAWINGS.
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DETAIL IS SHOWN.
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CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.
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ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,
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ATTACH AND ACCOMMODATE OTHER WORK.
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THE DESIGNER PRIOR TO COMMENCING WORK.
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SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON
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THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE
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NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS.
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6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE
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ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS
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ALL WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,
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8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER
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THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY
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TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF
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SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
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SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY
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AND EQUIVALENT STRENGTH PRODUCT.
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7. TREATED WOOD REQUIREMENTS:-
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OR NATURALLY RESISTANT TO DECAY.
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ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR
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PRESSURE TREATED.
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9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.
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SHALL BE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
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1
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10. LANAI CEILINGS & COVERED ENTRY CEILINGS
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1X4 STRIPPING @ 16" O.C. FASTENED WITH 2-8d NAILS TO EACH TRUSS. 5/8"
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EXTERIOR GYPBOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALL
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SCREWS @ 6" oc EDGE AND FIELD.
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5
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6
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FLOOR SHEATHING AT 2ND FLOOR
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A.P.A. RATED STURDI-FLOOR, EXPOSURE 1, TONGUE & GROOVE EDGES
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10d COMMON @ 6" O.C. EDGE AND FIELD.
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7
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SPAN RATING 48/24 OR BETTER, GLUE AND NAIL W/
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EXTERIOR WALL SHEATHING
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SHALL BE 7/16" THICK 'ZIP SYSTEM WALL SHEATHING' MANUFACTURED
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BETWEEN EDGES AND FASTEN WITH 8d COMMON NAILS @ 6" O.C. EDGE
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8
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BY HUBER ENGINEERED WOODS LLC. INSTALL PANELS WITH A 1/8" GAP
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AND FIELD. IF PANELS ARE INSTALLED HORIZONTALLY, BLOCKING SHALL
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BE INSTALLED BEHIND PANEL JOINTS. ALL SEAMS IN THE SHEATHING
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SHALL BE SEALED WITH THE ZIP SYSTEM SELF ADHERING SEAM TAPE
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USING THE ZIP SYSTEM APPLICATOR GUN. THE USUAL TYVEK HOUSE
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WRAP IS NOT REQUIRED.
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SHINGLES
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15# felt shall be installed under asphalt shingles. All asphalt
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shingles shall have self sealing strips or be interlocking and
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comply with ASTM D 225 or D3462, and shall be secured to the
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roof with no less than 6 fasteners per shingle strip, or a minimum
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of 2 fasteners per shingle tab. And shall in no case be fastened
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with less fasteners than that required by the manufacture.
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Installation shall comply with the manufactures requirements for
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installation in the given Florida wind zone, as determined by
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ASTM D 3161.
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FASTENERS
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Fasteners for asphalt shingles shall comply with ASTM F 1667, and
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shall be made of galvanized steel, stainless steel or aluminum with
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a minimum shank size of 12 gage (0.105 inches)with a minimum 3/8 inch
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diameter head and shall be of a length to penetrate the
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sheathing.
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The nail component of plastic cap nails shall meet or exceed the
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requirements of ASTM A 641, Class I, or equal, and shall be
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corrosion resistant by coating electro galvanization, mechanical
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galvanization, hot dipped galvanization or shall be made of
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stainless steel, non ferrous metal.
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ASPHALT SHINGLE ROOF SPEC'S
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CLAY AND CONCRETE TILE ROOF SPECS
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THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLY
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WITH THE PROVISIONS OF R905.3 F.B.C.
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MARKING: EACH ROOF TILE SHALL HAVE A PERMANENT
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MANUFACTURER'S IDENTIFICATION MARK.
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APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTEN
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APPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALL
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INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:
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1. TILE PLACEMENT AND SPACING,
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2. ATTACHMENT SYSTEM NECESSARY TO
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A. AMOUNT AND PLACEMENT OF MORTAR
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B. AMOUNT AND PLACEMENT OF ADHESIVE,
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C. TYPE, NUMBER, SIZE, AND LENGTH OF FASTENERS AND CLIPS.
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3. UNDERLAYMENT
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4. SLOPE REQUIREMENT.
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INSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE
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LAYER APPLICATION UNDER TILE ROOF.
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ROOF SHEATHING
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SHEETS SHALL BE MAINTAINED. INSTALL "H" CLIPS AT UNSUPPORTED PANEL EDGES.
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THE ROOF SHEATHING SHALL BE NAILED WITH 8d RING SHANK NAILS @6" O.C.
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EDGE AND FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS
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WITHOUT SPLITTING. RING SHANK NAILS PER R803.2.3.1 - 0.113" NOMINAL SHANK DIAMETER,
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FLASHING
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FLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL .0179 INCHES
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THICK, 26 GAGE AZ50 ALUM ZINC, OR GALVANIZED STEEL .0179 INCHES THICK, 26 GAGE
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ZINC COATED G90, FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP
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SYSTEM ROOF SHEATHING MANUFACTURERS PUBLISHED REQUIREMENTS. ALL FLASHING AND
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INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).
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SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.
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DIMENSION PLACED PERPENDICULAR TO TRUSSES. A 1/8" SPACE BETWEEN ADJACENT
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GENERAL ROOF ASSEMBLY
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3
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RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER
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FULL ROUND HEAD, 2" NAIL LENGTH.
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INSTALL PANELS WITH LONG
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DOOR AND WINDOW ANCHORAGE
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ANCHORAGE REQUIREMENTS:- ALL PASS AND SLIDING GLASS DOORS AND ALL
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WINDOW ASSEMBLIES SHALL BE ANCHORED TO THE MAIN WIND FORCE RESISTING
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SYSTEM IN A MANNER SPECIFIED BY THE PUBLISHED MANUFACTURERS
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LITERATURE. THERE SHALL BE NO SUBSTITUTION OF ALTERNATE FASTENINGS UNLESS
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PROVIDED BY THE MANUFACTURER AND APPROVED BY THE BUILDING DESIGN ENGINEER.
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WOOD FRAMED OPENING:- ALL DOORS AND WINDOWS SHALL BE INSTALLED ACCORDING
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TO THE PUBLISHED MANUFACTURES LITERATURE OF THE ASSEMBLY BEING INSTALLED
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TO THE ROUGH SUBSTRATE OPENING. SHIMS SHALL BE MADE OF MATERIALS CAPABLE
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OF RESISTING THE APPLIED LOADS AND SHALL BE LOCATED NEAR EACH FRAME
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2
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FASTENERTO MINIMIZE DISTORTION OF THE FRAME AS THE FASTENERS ARE TIGHTENED.
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MASONRY OPENING
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WHERE WINDOW FRAME IS DESIGN TO FASTEN WITH SCREWS THROUGH THE FRAME
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AND INTO THE MASONRY, THE BUCK MATERIEL IS SIMPLY A SPACER. THE BUCK MAY
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BE FASTENED WITH T NAILS OR ANY SUITABLE FASTENER TO TACK IT INTO
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POSITION PRIOR TO WINDOW INSTALLATION. FASTEN WINDOW FRAME PER MFR
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INSTRUCTIONS. A WINDOW FASTENER SHALL PENETRATE MASONRY BY 2 1/4" MIN.
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WHERE WINDOW FRAME IS DESIGNED TO FASTEN ONLY TO THE WOOD BUCK
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(IE, FLANGED FRAME WITH WOOD SCREWS) THE BUCKS SHALL BE 2X WOOD WITH
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STRUCTURAL FASTENING TO THE MASONRY WITH 1/4X 3 3/4 MASONRY SCREWS
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@ 24" OC AND 6" FROM EACH END.
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SL. GL. DR. JAM TO BLOCK DETAIL
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CEMENT PLASTER
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BLOCK WALL
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SCALE 1" = 1'-0"
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DOOR JAM TO BLOCK DETAIL
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WINDOW JAM TO BLOCK DETAIL
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GARAGE DOOR JAM DETAIL
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PRESSURE TREATED WOOD BUCK
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PER TABLE 2 ON A-6.
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BLOCK WALL
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CEMENT PLASTER
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1/2" DRYWALL W/ 1"X2"
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P.T. TO BLOCK
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P.T. TO BLOCK
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1/2" DRYWALL W/ 1"X2"
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CEMENT PLASTER
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BLOCK WALL
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1/2" DRYWALL W/ 1"X2"
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P.T. TO BLOCK
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METAL SASH
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SCALE 1" = 1'-0"
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SCALE 1 1/2" = 1'-0"
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PRECAST SILL
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PRE TABLE 2 ON A-6
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PRESS TREATED WOOD BUCK
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SILL
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METAL THRESHOLD
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SCALE 1" = 1'-0"
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EXTERIOR DOOR
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NOTE: INSTALL 2" X 4" PT. WHEN
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RMAX IS USED FOR INSULATION
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CEMENT PLASTER
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BLOCK WALL
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CEMENT PLASTER
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GARAGE DOOR BUCK PER
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DETAIL ON STRUCTURAL.
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1"X4" TRIM
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PRESS. TREATED WOOD BUCK
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PER TABLE 2 ON A-6.
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SL. GL. DOOR TRACK SEE DETAILS FROM MANFG.
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SPACE FRAMING ABOVE
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NO SCALE
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CONC BLOCK WALL
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BUCK
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2X4 PT
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CONC BLOCK WALL
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4" DIA. HOLE FOR
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INSULATION INSPECTION
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2X4 BLK.
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WINDOW BUCK PER NOTES
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SILL
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A-34
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1/2" CDX PLY
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2" APART
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1/4" X 3 3/4" TAPCON
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16" O.C.
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INSTALL BLOCKING @
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16" O.C. TYPICAL
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WINDOW OR DOOR ARCH
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IN TABLE 2 ON A-6
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PRECAST LINTEL
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BOND BEAM
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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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PER R311.7
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MAXIMUM RISER HEIGHT
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PER R311.7
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MINIMUM TREAD DEPTH
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PER R311.7
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COMPLY WITH CURRENT WIND CODE,
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3'-0"
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FINISH FLOOR
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2" X 2" PICKETS @ 4" O.C.
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2" X 6" HAND RAILING
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TYPICAL
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4"
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4"
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4"
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INTERIOR RAILING
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SCALE: 3/4"= 1'-0"
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SLOPE TO EXTERIOR
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2
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TYPICAL WALL SECTION
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SCALE: N.T.S.
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WOOD BASE
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W/ INSULATION (MIN. R4.1)
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1/2" DRYWALL W/ TEXTURED WALLS.
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1X2 P.T. FURRING STRIPS @ 24" O.C.
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GRADE
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8"X8"X16" CONC. BLOCK
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1X4 P.T. STRIP.
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SIZE AND REINFORCING.
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FOUNDATION PLAN FOR
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CONCRETE FOOTING SEE
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WINDOW, SEE SCHEDULE AND PLAN.
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PER NOTE 9 IN
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DRYWALL CEILING
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TABLE 1 ON A-6
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SEE FRAMING PLAN
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PRECAST LINTEL
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1X4 P.T. BUCK W/ BED
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OF CONTINOUS CAULK
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UNDER
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WINDOW BUCKS SEE TABLE 2 ON A-6
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SILL SET IN MORTAR
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PRECAST CONCRETE SILL
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DECORATIVE CEMENT FINISH
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PRE ASTM C-926
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8"X8" CONTINUOUS
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1 #5, GROUT SOLID
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BOND BEAM W/
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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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1
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TYPICAL WALL SECTION
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SCALE: N.T.S.
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SIZE AND REINFORCING.
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FOUNDATION PLAN FOR
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METAL EMBEDDED
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EACH FLOOR TRUSS
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WOOD STUDS PER FRAMING PLAN
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1/2" DRYWALL W/ TEXT. FINISH
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HEADER, SEE FRAMING PLAN
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DOUBLE TOP PLATE WITH SPH4
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FLOOR TRUSSES, SEE TABLE 7 ON A-6
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3/4" PLYWOOD FLOORING ON
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SILL
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DRYWALL CEILING
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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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INSULATE IF OVER
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NON A/C SPACE
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"STUD STRAPPING AT 2nd FLOOR",
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USE MSTAM36 TO MASONRY WALL
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GRADE
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CONCRETE FOOTING SEE
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STRAP AT EACH
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WINDOW, SEE SCHEDULE AND PLAN.
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STRAP @ 16" O.C.
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PER NOTE 9 IN
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DOES NOT ALIGN WITH FLOOR TRUSS
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TABLE 1 ON A-6
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DECORATIVE CEMENT FINISH PER ASTMC-926 ON PAPER BACKED METAL LATHE ON ZIP SYSTEM WALL SHEATHING.
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WITH MSTA24 OR WHERE STUD
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BOTTOM OF STUD TO TRUSS
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PLYWOOD AND STUCCO.
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HOLD TRUSS BACK 3/4" FOR
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SEE DETAIL 3/A-6
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STRAP @ 32" O.C. AT
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8"X8" CONTINUOUS
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1 #5, GROUT SOLID
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BOND BEAM W/
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SLOPE TO EXTERIOR
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WOOD BASE
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W/ INSULATION (MIN. R4.1)
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1/2" DRYWALL W/ TEXTURED WALLS.
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1X2 P.T. FURRING STRIPS @ 24" O.C.
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8"X8"X16" CONC. BLOCK
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DECORATIVE CEMENT FINISH
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PRE ASTM C-926
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SILL SET IN MORTAR
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2-2x4 BAND BOARD
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WINDOW, SEE SCHEDULE AND PLAN.
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1X4 P.T. STRIP.
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SEE FRAMING PLAN
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PRECAST LINTEL
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1X4 P.T. BUCK W/ BED
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OF CONTINOUS CAULK
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UNDER
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WINDOW BUCKS SEE TABLE 2 ON A-6
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PRECAST CONCRETE SILL
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NOTCH END OF TRUSS FOR
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H O M E S
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www. HOMES.com
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13880 Treeline Avenue South Fort Myers, FL 33913
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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-1.
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TILE ROOF PER NOTE 6 ON A-6.
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AND PER NOTES IN TABLE 3 ON A-6
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EMBEDDED STRAP AT EACH
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TRUSS PER ROOF FRAMING PLAN.
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2X6 SPRUCE
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1X8 MIRATEK FASCIA
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SUB FASCIA
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1X4 MIRATEK
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DRIP EDGE
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PER NOTES IN
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VENTED SOFFIT
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SHALL MEET R703.1.2.1
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PROVIDE VENTILATION
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PER R806.1
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SEE TABLE 3 ON S-3
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TABLE 3 ON A-6
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FLASHING AND
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R=30 FIBERGLASS
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INSUL.
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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-1.
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TILE ROOF PER NOTE 6 ON A-6.
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AND PER NOTES IN TABLE 3 ON A-6
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EMBEDDED STRAP AT EACH
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TRUSS PER ROOF FRAMING PLAN.
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DRIP EDGE
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PER NOTES IN
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2X6 SPRUCE
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1X8 MIRATEK FASCIA
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VENTED SOFFIT
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SHALL MEET R703.1.2.1
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PROVIDE VENTILATION
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PER R806.1
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SEE TABLE 3 ON S-3
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SUB FASCIA
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1X4 MIRATEK
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TABLE 3 ON A-6
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FLASHING AND
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R=30 FIBERGLASS
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INSUL.
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4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANIALLY COMPACTED FILL PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANIALLY COMPACTED FILL PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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LANAI/ENTRY ROOF ASSEMBLY
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CEILING ON LANAI PER NOTE
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10 IN TABLE 1 ON A-6
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ROOF FRAMING PLAN
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STRAP AT TRUSS PER
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BOND BEAM PER
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FRAMING PLAN
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FLASHING AND DRIP EDGE
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PER NOTES IN TABLE 3 ON A-6
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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-1.
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TILE ROOF PER NOTE 6 ON A-6.
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AND PER NOTES IN TABLE 3 ON A-6
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VENTED SOFFIT
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SHALL MEET R703.1.2.1
DATE:
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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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DESIGN IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2017 - 6TH EDITION
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H O M E S
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www. HOMES.com
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13880 Treeline Avenue South Fort Myers, FL 33913
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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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SCALE: N.T.S.
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%%UPAN FLASHING PER R703.8.1.1
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R703.8.1.1 - 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 also 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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