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LOTS\10751 LOT 17 BLK 2234 1499 BR\REVIT\10751 1499 BR.rvt
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ELE
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#1499 B
MODEL
JWC
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LOT: 17BLOCK: 2234
SUBDIVISION: PEACHLAND
ADDRS: 1595 SHILO ST
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LOTS\10751 LOT 17 BLK 2234 1499 BR\REVIT\10751 1499 BR.rvt
A-2
SLA
B &
PLU
MBIN
G
#1499 B
MODEL
JWC
JSL
01/2
9/1
9
LOT: 17BLOCK: 2234
SUBDIVISION: PEACHLAND
ADDRS: 1595 SHILO ST
GCD JOB # 10751
1/4
" =
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FO
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WIN
DO
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ND
DO
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G C
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3)
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LAZIN
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T B
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SM
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S IN K
ITC
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RO
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8)
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IS
APPLI
ED
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DRAW
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CHEC
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PLA
N:
REVIS
ED:
DES
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ANC
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RID
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DIN
G C
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01
7 -
6TH
ED
ITIO
N
As indic
ate
d
Z:\MASTER\2018 BUILDERS\2018 DR HORTON\SUBDIVISIONS\PEACHLAND SPOT
LOTS\10751 LOT 17 BLK 2234 1499 BR\REVIT\10751 1499 BR.rvt
A-3F
LOO
R
#1499 B
MODEL
JWC
JSL
01/2
9/1
9
LOT: 17BLOCK: 2234
SUBDIVISION: PEACHLAND
ADDRS: 1595 SHILO ST
GCD JOB # 10751
1/4
" =
1'-0
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LOTS\10751 LOT 17 BLK 2234 1499 BR\REVIT\10751 1499 BR.rvt
A-5
ELE
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MODEL
JWC
JSL
01
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LOT: 17BLOCK: 2234
SUBDIVISION: PEACHLAND
ADDRS: 1595 SHILO ST
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O A
TTIC
SPACE,
INC
LUDIN
G K
NEEW
ALL
S A
ND G
ABLE
END
WALL
S,
MU
ST H
AVE
RADIA
NT B
ARRIE
R A
ND
HO
US
E W
RAP.
RESID
ENTIA
L SPEC
IFIC
ATIO
NS
1.
TH
E C
ONTRACTO
R S
HALL
VERIF
Y A
LL C
ONDIT
IONS A
ND D
IMENSIO
NS
AT
TH
E J
OB S
ITE P
RIO
R T
O C
OM
MENC
ING
WO
RK.
TH
E C
ONTRACTO
R S
HALL
REPO
RT A
LL D
ISC
REPENC
IES
BETW
EEN T
HE D
RAW
ING
S A
ND
EXIS
TIN
G
CO
ND
ITIO
NS
TO
THE D
ES
IGNER P
RIO
R T
O C
OM
MENC
ING
WO
RK.
2.
TH
E C
ONTRACTO
R S
HALL
SUPPLY
, LO
CATE A
ND
BUIL
D INTO
THE W
ORK
ALL
INS
ERTS,
ANC
HO
RS
, ANG
LES,
PLA
TES
, O
PENIN
GS,
SLE
EVES
,
HANG
ERS
, S
LAB D
EPRESS
IONS
AND P
ITCH
ES A
S M
AY B
E R
EQ
UIR
ED
TO
ATTAC
H A
ND
AC
CO
MM
ODATE O
TH
ER W
ORK.
3.
ALL
DETAIL
S A
ND
SEC
TIO
NS
SH
OW
N O
N T
HE D
RAW
ING
S A
RE INTEND
ED
TO
BE T
YPIC
AL
AND
SH
ALL
BE C
ONS
TRUC
TED
TO
APPLY
TO
ANY S
IMIL
AR
SIT
UATIO
N E
LSEW
HERE IN T
HE W
ORK E
XC
EPT W
HERE A
DIF
FERENT
DETAIL
IS
SH
OW
N.
4.
SU
BS
URFAC
E S
OIL
CO
ND
ITIO
N INFO
RM
ATIO
N IS N
OT A
VAIL
ABLE
FO
UNDATIO
NS
ARE D
ES
IGNED
FO
R A
SO
IL B
EARIN
G C
APAC
ITY O
F 2
,00
0
PSF.
TH
E C
ONTRAC
TO
R S
HALL
REPO
RT A
NY D
IFFERIN
G C
ONDIT
IONS
TO
TH
E D
ESIG
NER P
RIO
R T
O C
OM
MENC
ING
WO
RK.
5.
STRUC
TU
RAL
DRAW
ING
S S
HALL
BE U
SED IN C
ONJU
CTIO
N W
ITH
JO
B
SPEC
IFIC
ATIO
N A
ND H
OUS
E P
LANS
, M
ECH
ANIC
AL,
ELE
CTRIC
AL,
PLU
MBIN
G,
AND S
ITE D
RAW
ING
S,
CO
NSU
LT T
HESE D
RAW
ING
S F
OR
SLE
EVES,
DEPRES
SIO
NS
AND
OTHER D
ETAIL
S N
OT S
HO
WN O
N
STRUC
TU
RAL
DRAW
ING
S.
6.
ALL
SPEC
IFIE
D F
AS
TENERS
MAY O
NLY
BE S
UBS
TIT
UTED IF A
PPRO
VED
BY T
HE
ENG
INEER IN W
RIT
ING
, THE INS
TALL
ATIO
N O
F T
HE F
ASTENERS
SH
ALL
BE IN A
CC
ORD
ANCE W
ITH T
HE M
ANUFAC
TU
RER'S
SPEC
IFIC
ATIO
NS.
SIM
PS
ON F
AS
TENERS
SPEC
IFIE
D M
AY B
E S
UBSTIT
UTED
WIT
H T
HE S
AM
E Q
UANTIT
Y
AND E
QUIV
ALE
NT S
TRENG
TH P
RO
DU
CT.
ALL
BO
LTS
, NU
TS
, W
AS
HERS
, STRAPS
AND
FASTENERS INC
LUD
ING
NAIL
S,
SHALL
BE H
OT M
OPED
DIP
PED
GALV
ANIZ
ED O
R S
TAIN
LESS
STEEL
CO
NTIN
UO
US
ANC
HO
RAG
E S
HALL
BE P
RO
VID
ED B
ETW
EEN A
LL T
RU
SSES
,
WALL
SEC
TIO
NS,
BEAM
S,
PO
STS
AND F
OO
TIN
GS
WIT
H U
SE O
F S
TRAPS
AND C
ONNECTO
RS A
S S
PEC
IFIE
D H
EREIN
.
7.
TREATED
WO
OD
REQ
UIR
EM
ENTS
:-
ALL
TREATED
WO
OD
EXPO
SED
TO
WEATHER S
HALL
BE P
RO
TEC
TED
, PRES
SURE T
REATED,
OR N
ATU
RALL
Y R
ES
ISTANT T
O D
EC
AY.
ALL
WO
OD T
OU
CH
ING
MAS
ONRY O
R C
ONC
RETE S
HALL
BE ISO
LATED
, O
R
PRES
SURE T
REATED.
8.
TH
E S
TRU
CTURE IS
DES
IGNED
TO
BE S
ELF
SU
PPO
RTIN
G A
ND
STABLE
AFTER
TH
E B
UIL
DIN
G IS
CO
MPLE
TE.
IT IS
THE C
ONTRACTO
R'S
SO
LE R
ES
PO
NS
IBIL
TY
TO
DETERM
INE E
REC
TIO
N P
RO
CED
URES
AND
SEQ
UENC
ES
TO
ENSU
RE S
AFETY O
F
TH
E B
UIL
DIN
G A
ND ITS
CO
MPO
NENTS D
URIN
G E
REC
TIO
N.
TH
IS INC
LUD
ES
TH
E
NECES
SARY S
HO
RIN
G,
SH
EETIN
G,
TEM
PO
RARY B
RACIN
G,
GU
YS,
OR T
IE D
OW
NS.
9.
CEIL
ING
DRYW
ALL
INSTALL
ED
WIT
HIN
THE H
OU
SE T
O T
RU
SS
ES S
PAC
ED
24" O
.C.
SH
ALL
BE 5
/8" DRYW
ALL
OR 1
/2" SAG
RES
ISTANT P
ER S
EC
. 7
02
.3.5
10.
LANAI C
EIL
ING
S &
CO
VERED
ENTRY C
EIL
ING
S
1X4 S
TRIP
PIN
G @
16
" O
.C.
FAS
TENED
WIT
H 2
-8d N
AIL
S T
O E
AC
H T
RUS
S.
5/8
"
EXTERIO
R G
YP.
BO
ARD C
EIL
ING
FAS
TENED W
ITH
8d N
AIL
S O
R 1
-5/8
" DRYW
ALL
SC
REW
S @
6" O
.C.
ED
GE A
ND
FIE
LD.
GENERAL
NO
TES
1
RO
OF S
HEATH
ING
SHALL
BE A
PA R
ATED
SH
EATHIN
G,
EXPO
SU
RE 1
, S
PAN R
ATIN
G 2
4/1
6 O
R B
ETTER.
INS
TALL
PANELS
WIT
H L
ONG
DIM
ENS
ION P
LAC
ED P
ERPENDIC
ULA
R T
O T
RU
SS
ES.
A 1
/8" S
PACE B
ETW
EEN A
DJA
CENT S
HEETS
SH
ALL
BE M
AIN
TAIN
ED
. INSTALL
"H
"
CLI
PS A
T U
NS
UPPO
RTED P
ANEL
ED
GES.
THE R
OO
F S
HEATH
ING
SH
ALL
BE N
AIL
ED
WIT
H
8d R
ING
SHANK N
AIL
S @
4" O
.C.
ED
GE A
ND
6" O
.C.
FIE
LD.
ENS
URE T
HAT A
LL N
AIL
S
PENETRATE T
HE T
OP C
HO
RD
OF T
HE T
RU
SSES
WIT
HO
UT S
PLI
TTIN
G.
RIN
G S
HANK
NAIL
S
PER R
80
3.2
.3.1
-0.1
13
" NO
MIN
AL
SHANK D
IAM
ETER,
RIN
G D
IAM
ETER O
F 0
.01
2"
OVER S
HANK D
IAM
ETER,
16
TO
20
RIN
GS P
ER INCH
, 0
.280
" D
IAM
ETER F
ULL
RO
UND
HEAD
, 2
" NAIL
LENG
TH
.
FLA
SH
ING
FLA
SH
ING
SH
ALL
BE A
LUM
INU
M,
ALU
MIN
UM
ZIN
C C
OATED
STEEL
0.0
17
9" THIC
K,
26 G
AUG
E A
Z5
0 A
LUM
ZIN
C,
OR G
ALV
ANIZ
ED
STEEL
0.0
17
9" TH
ICK,
26 G
AUG
E
ZIN
C C
OATED
G9
0.
FLA
SHIN
G S
HALL
BE INSTALL
ED
IN A
CCO
RD
ANCE W
ITH T
HE Z
IP
SYS
TEM
RO
OF S
HEATHIN
G M
ANUFAC
TU
RES
PU
BLI
SHED
REQ
UIR
EM
ENTS
. ALL
FLA
SH
ING
AND INS
TALL
ATIO
N S
HALL
CO
NFO
RM
TO
SEC
TIO
N R
90
5.2
.8 (1
TO
5).
DRIP
EDG
E
DRIP
EDG
E S
HALL
BE P
RO
VID
ED A
T A
LL E
AVES
AND G
ABLE
S O
F S
HIN
GLE
S R
OO
FS
,
LAPPED
A M
INIM
UM
OF 3
" @
JO
INTS
. TH
E O
UTS
IDE E
DG
E S
HALL
EXTEND
A
MIN
IMU
M
OF 1
/2" BELO
W S
HEATH
ING
AND
TH
E INS
IDE E
DG
E S
HALL
EXTEND
BAC
K A
MIN
MU
M
OF 2
". D
RIP
EDG
E S
HALL
BE F
AS
TENED A
T N
O M
ORE T
HAN 4
" CENTERS
. TH
ERE
SHALL
BE A
MIN
IMU
M O
F 4
" W
IDTH O
F R
OO
F C
EM
ENT INS
TALL
ED
OVER T
HE D
RIP
EDG
E
FLA
NG
E.GENERAL
RO
OF A
SSEM
BLY
2
INS
TALL
PEEL
AND
STIC
K U
ND
ERLA
YM
ENT A
PPRO
VED F
OR S
ING
LE
LAYER A
PPLI
CATIO
N U
NDER T
ILE R
OO
F.
TH
E INS
TALL
ATIO
N O
F C
LAY A
ND
CO
NC
RETE T
ILE S
HALL
CO
MPLY
WIT
H T
HE P
RO
VIS
IONS
OF R
905
.3 F
.B.C
.
MARKIN
G:
EACH
RO
OF T
ILE S
HALL
HAVE A
PERM
ANENT
MANUFAC
TU
RER'S
ID
ENTIF
ICATIO
N M
ARK.
APPLI
CATIO
N S
PECIF
ICATIO
NS
: TH
E T
ILE M
ANUFAC
TU
RER'S
WRIT
TEN
APPLI
CATIO
N S
PECIF
ICATIO
NS
SHALL
BE A
VAIL
ABLE
AND
SHALL
INC
LUDED
BUT N
OT B
E L
IMIT
ED T
O T
HE F
OLL
LOW
ING
:
1.
TIL
E P
LACEM
ENT A
ND
SPAC
ING
,
2.
ATTAC
HM
ENT S
YSTEM
NECES
SARY T
O C
OM
PLY
WIT
H C
URRENT W
IND
CO
DE,
A
. AM
OUNT A
ND P
LAC
EM
ENT O
F M
ORTART
B
. AM
OUNT A
ND P
LAC
EM
ENT O
F A
DH
ESIV
E
C
. TYPE,
NU
MBER,
SIZ
E A
ND L
ENG
TH O
F F
AS
TENERS A
ND
CLI
PS
.
3.
UNDERLA
YM
ENT
4.
SLO
PE R
EQ
UIR
EM
ENT.
CLA
Y A
ND
CO
NC
RETE R
OO
F T
ILE S
PEC
S
5SHIN
GLE
S
15# F
ELT
SH
ALL
BE INS
TALL
ED U
ND
ER A
SPH
ALT
SH
ING
LES
. ALL
AS
PH
ALT
SH
ING
LES S
HALL
HAVE S
ELD
-SEALI
NG
STRIP
S O
R B
E
INTERLO
CKIN
G A
ND
CO
MPLY
WIT
H A
STM
D 2
25 O
R D
34
62,
AND
SHALL
BE S
ECU
RED
TO
TH
E R
OO
F W
ITH
NO
LES
S T
HAN 6
FASTENERS
PER S
HIN
GLE
STRIP
, O
R A
MIN
IMUM
OF 2
FAS
TENERS
PER S
HNG
LE T
AB,
AND
SH
ALL
IN N
O C
AS
SE B
E F
AS
TENED
WIT
H
LESS
FASTENERS
TH
AN T
HAT R
EQ
UIR
ED B
Y T
HE M
ANUFAC
TURE.
INS
TALL
ATIO
N S
HALL
CO
MPLY
WIT
H M
ANUFAC
TU
RES
REQ
UIR
EM
ENTS
FO
R INSTALL
ATIO
N IN T
HE G
IVEN F
LORID
A W
IND Z
ONE,
AS
DETERM
INED
BY A
STM
D 3
16
1.
FASTENERS
FASTENERS
FO
R A
SPH
ALT
SH
ING
LES S
HALL
CO
MPLY
WIT
H A
STM
F
166
7,
AND
SH
ALL
BE M
AD
E W
ITH
GALV
ANIZ
ED
STEEL,
STAIN
LES
S
STEEL
OR A
LUM
INU
M W
ITH
A M
INIM
UM
SH
ANK S
IZE O
F 1
2 G
AU
GE
(0.1
05") W
ITH
A M
INIM
UM
3/8
" DIA
METER H
EAD
SHANK A
ND S
HALL
BE A
LENG
TH
TO
PENTRATE T
HE S
HEATH
ING
TH
E N
AIL
CO
MPO
NENT O
F P
LAS
TIC
CAP N
AIL
S S
HALL
MEET O
R E
XCEED
TH
E R
EQ
UIR
EM
ENTS
OF A
STM
A 6
41
, C
LAS
S 1
, O
R E
QU
AL,
AND
SHALL
BE C
ORRO
SIO
N R
ES
TIT
ANT B
Y E
LECTRO
GALV
ANIZ
ATIO
N,
MEC
HANIC
AL
GALV
ANIZ
ATIO
N,
HO
T D
IPPED
GALV
ANIZ
ATIO
N O
R
SHALL
BE M
ADE O
F S
TAIN
LES
S S
TEEL,
NO
N-F
ERRO
US
METAL
ASPHALT
SHIN
GLE
RO
OF S
PEC
'S
4 A.P
.A.
RATED
STURD
I-FLO
OR,
EXPO
SU
RE 1
, TO
NG
UE &
GRO
OVE E
DG
ES
SPAN R
ATIN
G 4
8/2
4 O
R B
ETTER,
GLU
ED A
ND N
AIL
ED
FLO
OR S
HEATHNG
AT 2
ND
FLO
OR
6
3
DO
OR A
ND
WIN
DO
W A
NC
HO
RAG
E
ANC
HO
RAG
E R
EQ
UIR
MENTS
-ALL
PASS
AND
SLI
DIN
G G
LAS
S D
OO
RS
AND A
LL W
IND
OW
AS
SEM
BLI
ES S
HALL
BE A
NCH
ORED
TO
THE M
AIN
WIN
D F
ORCE R
ESIS
TIN
G S
YSTEM
IN A
MANNER S
PECIF
IED B
Y T
HE P
UBLI
SH
ED M
ANU
FAC
TU
RERS
LIT
ERATU
RE.
TH
ERE S
HALL
BE N
O
SUBS
TIT
UTIO
N O
F A
LTERNATE F
AS
TENIN
GS
UNLE
SS
PRO
VID
ED B
Y T
HE M
ANUFAC
TU
RER A
ND
APPRO
VED
BY T
HE B
UIL
DIN
G D
ESIG
N E
NG
INEER.
MASO
NRY O
PENIN
G
WH
ERE W
INDO
W F
RAM
E IS D
ESIG
N T
O F
ASTEN W
ITH S
CREW
S T
HRO
UG
H T
HE F
RAM
E A
ND
INTO
TH
E M
SANO
RY,
THE B
UCK M
ATERIA
L IS
SIM
PLY
A S
PACER.
TH
E B
UC
K M
AY B
E F
ASTENED
WIT
H
TH
E T
NAIL
S O
R A
NY S
UIT
ABLE
FASTENER T
O T
ACK IT INTO
PO
SIT
ION P
RIO
R T
O W
INDO
W
INS
TALL
ATIO
N.
FAS
TEN W
IND
OW
FRAM
E P
ER M
FR INS
TRU
CTIO
NS
. A W
INDO
W F
ASTENER
SHALL
PENETRATE M
AS
ONRY B
Y 2
1/4
" M
IN.
WH
ERE W
IND
OW
FRAM
E IS D
ES
IGNED
TO
FAS
TEN O
NLY
TO
TH
E W
OO
D B
UC
K (IE
, FLA
NG
ED
FRAM
E W
ITH W
OO
D S
CREW
S) T
HE B
UC
KS
SHALL
BE 2
X W
OO
D W
ITH S
TRU
CTURAL
FASTENIN
G T
O T
HE M
AS
NO
RY W
ITH 1
/4 X
3 3
/4 M
ASO
NRY S
CREW
S @
24
" O
C A
ND
6" FRO
M
EACH
END
.
WO
OD
FRAM
ED
OPENIN
G-
ALL
DO
ORS
AND
WIN
DO
WS S
HALL
BE INS
TALL
ED
AC
CO
RDIN
G
TO
TH
E P
UBLI
SHED
MANUFAC
TURERS
LIT
ERATU
RE O
F T
HE A
SS
EM
BLY
BEIN
G INSTALL
ED
TO
TH
E R
OUG
H S
UBSTRATE O
PENIN
G.
SH
IMS S
HALL
BE M
AD
E O
F M
ATERIA
LS C
APABLE
OF R
ES
ISTIN
G T
HE A
PPLI
ED L
OADS
AND
SHALL
BE L
OC
ATED N
EAR E
AC
H F
RAM
E
FASTENER T
O M
INIM
IZE D
ISTO
RTIO
N O
F T
HE F
RAM
E A
S T
HE F
AS
TENERS
ARE
TIG
HTENED
.
CO
NC
. FO
OTIN
G
SEE F
OUND
ATIO
N P
LAN
FO
R S
IZE A
ND
REIN
FO
RC
ING
.
1/2
" D
RYW
ALL
W/
TEXTURED
WALL
S
1X2
P.T
. FU
RRIN
G S
TRIP
S @
24
"
O.C
. W
/ IN
SULA
TIO
N (M
IN.
R4
.1)
WO
OD
BASE
4" C
ONC
. SLA
B O
N 6
MIL
.
VIS
QUEEN V
APO
R B
ARRIE
R O
N
MEC
HANIC
ALL
Y C
OM
PAC
TED
FIL
L
@ 9
5%
.
DEC
O.
CEM
ENT
FIN
ISH P
ER A
STM
C-9
26
SIL
L SET IN M
ORTAR
R=
30
FIB
ERG
LASS
BATT INSU
LATIO
N
1X4
P.T
. S
TRIP
RO
OF S
HEATHIN
G P
ER S
CHED
ULE
2/S
-1.
AND
PER N
OTES IN T
AB
LE 3
ON A
-6
WO
OD
TRUSS
ES
@ 2
4" O
.C.
(TYPIC
AL.
)
DES
IGNED
BY D
ELE
GATED
TRU
SS
ENG
INEER.
EM
BED
DED
STRAP A
T E
AC
H
TRUS
S P
ER R
OO
F F
RAM
ING
PLA
N.
FLA
SH
ING
AND
DRIP
ED
GE P
ER N
OTES
IN
TABLE
2 O
N A
-6
2X6
MIN
. SU
B F
AS
CIA
VENTED
SO
FFIT
SH
ALL
MEET R
70
3.1
.2.1
SEE
TABLE
3 O
N S
-3
WIN
DO
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SUBDIVISION: PEACHLAND
ADDRS: 1595 SHILO ST
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LOTS\10751 LOT 17 BLK 2234 1499 BR\REVIT\10751 1499 BR.rvt
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JWC
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01/2
9/1
9
LOT: 17BLOCK: 2234
SUBDIVISION: PEACHLAND
ADDRS: 1595 SHILO ST
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LOTS\10751 LOT 17 BLK 2234 1499 BR\REVIT\10751 1499 BR.rvt
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MODEL
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SUBDIVISION: PEACHLAND
ADDRS: 1595 SHILO ST
GCD JOB # 10751
1/4
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ARS
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” ”
” ”
”
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