HomeMy WebLinkAbout2132-2148 Rookery Ln - BR13-001184 (NEW TOWNHOME) (A)s
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APR I r. 91il
r CITY OF SANFORD
BUILDING & FIRE PREVENTION
PER_ MIT APPLICATI N
_^ C� ue. 1z ' f
Application No: � I � � _ I Documented Construction p sl —
• Job Address: d�lag Historic District: No
Parcel ID h - 20--, &-/4( 40 000 — /a p
/ S Zoning:
Description of Work:
Plan Review Contact Person: 41(L Title:
Phone: U41-2-0—( Fax:44*1— QGS-rb1- (P E-mail: j)hY1V—ddrk inC G �•ii Ct>N+9
Property Owner Information
11V� 1
Name t Phone:
Street: Resident of property? : is
City, State Zip. W%Dkt- P -00C Ft 3SI99
Contractor Information
bl- 2' -
Name A Phone: L'��
Street: Fax: Uj*j''" 18677 S13L
City, State Zip: W1l1itv-(- PakR- 5216 State License No.: (ITL► '�� 2900
ArchitectlEngineer Information
Name.AWAN A °M.
street: !217- S • ^► ,t sM
&109 u 1 i : °. 1
:Phone: 60141.1-6 C-
Fax:
E-mail:
Bonding Company: Mortgage Lender:.0
Address: .l2/1 /Q / ter = !� Ldp , • V ddress:
%,p
:ayPERMIT INFORMATION
Building Permit VI
�► Square Footage: "—
No. of Dwelling Units —
Construction Type: No. of Stories: 2
Flood Zone:
Electrical 0
New Service— No. of AMPS:
Mechanical, 0 (Duct layout required for new systems)
W 0 - r :3u -3 n .--
Plumbing 0
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 13 No. of heads
N
EJA2
N EJA2
NV
o� EJA2
EJA2
-}- EJA2
FT11 A
04 FT11 A
FT1 OA
CJ36
CJ16
o
v vLO
6f12w
7'0 8
21'
20'10"8
HELD BACK 1/2' FROM
Fr)rF OF Al Ork WAI I
HELD BACK 1/2" FROM
EDGE OF BLOW"WALL
21'4"
21'
TPTH03E
ELEV 'E' (REV)
WAIT LEGEND
9'-4" A.F.F
13'-0" A.F.F
18'-10 A.F.F
19'-10" A.F.F
20' C
19'10"
HELD BACK 1/2" FROM
EDGE OF BLOCK WALL
20'
TP TH 01
ELEV 'A' REV
4'4"
DETAIL AT FIRE RATED PANEL
23»
d-
5
5»
FLOOR STUB
2 3/4 FROM
EXT. BLOCK WALL
HELD BACK 1/2" FROM
F2 EDGE OF BLOCK WALL
W7)
HELD BACK 1/2" FROM
EDGE OF BLOCK WALL
18'4"
20'
I I I V V
ELEV 'A'
HELD BACK 1/2" FROM
-20' C/L
-I. "
HELD BACK 1/2" FROM
I? -
21 c L
20Vc I- TO WALL PERMIT `
HELD BACK 1/2" FROM
DRS
-N
N I I 1'-4 FLOORS
N I I TOP ®1D'-8"
BTM 0 9'-4"
.90
N I I F7 I EJA1XII-
I
co
N
CJA1
* ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS
NOTED OTHERWISE.
ALL 4x SYS42 HANGERS SHOWN ARE AHU46 UNLESS
NOTED OTHERWISE.
* TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING
SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS
PER MANUFACTURER SPECIFICATIONS.
ITW
HANGERS UNLESS
NOTED OTHERWISE
'�s�s /VAL E
or,
0417
AHU46
B�
AHU28 20
SR
SSR26 46
7)
SL
SSL26
W
W
W
w
W
uJ
514"
AGUS28-2T
to prevent toppling and dominoing during erection, and
12'
GO
AGUS26-3T
1
20'
TP TH 01
ELEV 'A' REV
4'4"
DETAIL AT FIRE RATED PANEL
23»
d-
5
5»
FLOOR STUB
2 3/4 FROM
EXT. BLOCK WALL
HELD BACK 1/2" FROM
F2 EDGE OF BLOCK WALL
W7)
HELD BACK 1/2" FROM
EDGE OF BLOCK WALL
18'4"
20'
I I I V V
ELEV 'A'
HELD BACK 1/2" FROM
-20' C/L
-I. "
HELD BACK 1/2" FROM
I? -
21 c L
20Vc I- TO WALL PERMIT `
HELD BACK 1/2" FROM
DRS
-N
N I I 1'-4 FLOORS
N I I TOP ®1D'-8"
BTM 0 9'-4"
.90
N I I F7 I EJA1XII-
I
co
N
CJA1
HANGER LEGEN D
* ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS
NOTED OTHERWISE.
ALL 4x SYS42 HANGERS SHOWN ARE AHU46 UNLESS
NOTED OTHERWISE.
* TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING
SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS
PER MANUFACTURER SPECIFICATIONS.
ITW
HANGERS UNLESS
NOTED OTHERWISE
'�s�s /VAL E
or,
0417
AHU46
B�
AHU28 20
SR
SSR26 46
AHU26-2
SL
SSL26
AHU28-2R
connections are the responsibility of the builder.
SSR46
erecting trusses are cautioned to seek professional
AGUS26-2T
Q
SSL46
AGUS28-2T
to prevent toppling and dominoing during erection, and
.�
GO
AGUS26-3T
Iv�L
MSL26-2
HO
e ►.
.
KTHGQ2
O
EAGLE
INDUSTRIAL
directly to the top chords, they shall be braced at 24" o.c.
KTHGQ3 '
—T In
max. Where no rigid ceiling is applied directly to the
5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0"
SPECIAL
CONNECTION
BY OTHERS
PA
NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY
TCDL:10
Trusses shall be handled with reasonable care during
iKc
►�.
LLC
erection to prevent excessive damage or personal injury.
F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY
THIS DRAWING IS THE SOLE SOURCE FOR
BCLL: T
BCDL: 10
TRUSS CUT OR ALTERED WITHOUT PRIOR
o!
CD
See Engineering for connections, nailing schedules, etc.
TOTAL: 40
TOTAL:
55
PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS.
ALLOWABLE 1.25
ALLOWABLE
1.00
�.
APPROVAL OF THIS LAYOUT IS NECESSARY
INCREASE
INCREASE
co�♦
{!�
DEFLECTION
DEFLECTION
360.1240
REV:
, •
DIRECTIONS, DIMENSIONS, BEARING CONDITIONS,
D D
PITCHES, SHAPES, OVERHANGS. CHIMNEY,
CUPOLA LOADS AND CONNECTIONS SHALL BE
REV
REV:
TEL: (239) 226-1100
SUPPLIED BY A/E OF RECORD.
CUSTOMER: MATTAMY HOMES
FAX: (239) 226-1102
GO
DATE: 09/14/12
SCALE: 3
16"_1'—p"
BY. JL
SUBDIVISION: LOCH LACK
SALES: PB
2800 HUNTER STREET
ADDRESS:
PAGE:
FORT MYERS, FL. 33916
1 OF 2
COUNTY: SEMINOLE
DWG NO.
Approved By: Date:
BLDG
I LOTS:
12HS207F
20
1 LOWER FLOOR
w�� ..
=lw��
,4 FT31
�����►
TO BTM CHORD
11-41t
FLOORS♦
/.
HANGER LEGEN D
* ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS
NOTED OTHERWISE.
ALL 4x SYS42 HANGERS SHOWN ARE AHU46 UNLESS
NOTED OTHERWISE.
* TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING
SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS
PER MANUFACTURER SPECIFICATIONS.
ITW
HANGERS UNLESS
NOTED OTHERWISE
'�s�s /VAL E
AHU26
AHU46
B�
AHU28 20
SR
SSR26 46
AHU26-2
SL
SSL26
AHU28-2R
connections are the responsibility of the builder.
SSR46
erecting trusses are cautioned to seek professional
AGUS26-2T
Q
SSL46
AGUS28-2T
to prevent toppling and dominoing during erection, and
MSR26-2
GO
AGUS26-3T
Iv�L
MSL26-2
HO
AGUS28-3T
i2
KTHGQ2
O
EAGLE
INDUSTRIAL
directly to the top chords, they shall be braced at 24" o.c.
KTHGQ3 '
—T In
max. Where no rigid ceiling is applied directly to the
5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0"
SPECIAL
CONNECTION
BY OTHERS
FT2
N (2)PL
FT2A
N
"PROVEDR
FT2A USS LAYY
N (2)PLY
FT28
:o ��a>10>111Ii1tt/tPt
HELD BACK 1 /2„ FROM �.� `IEM,EA;,
w w w W W
w U- EDGE OF BLOCK WALL .4'�`�,��v`••• �C••Ms ���r
e
20,4” = -o
616" 0 12'10" '
� 3
20
TP TH 0 2
ELEV 'A'
NOTE: Labeling trusses is a service, not a requirement.
T
Engineered drawings supercede labeling of trusses. It is
'�s�s /VAL E
the responsibility of the builder to utilize engineered
drawings when erecting trusses.
14
NOTICE
Girder truss to girder truss connections which exceed
the capacity of a standard hanger or truss to wall
Field Bracing is not the responsibility of the truss
fabricator, truss designer, nor plate manufacturer. Persons
connections are the responsibility of the builder.
WIND SPEED: 140 MPH , TYPE:
erecting trusses are cautioned to seek professional
GENERAL NOTES
advice regarding erection bracing which is always required
to prevent toppling and dominoing during erection, and
1. TRUSSES SPACED 24" ON CENTER, U.O.N.
EXPOSURE: B
permanent bracing which may be required in specific
2 ALL WALL, BEAM & COLUMN MOUNTED
applications. Trusses shall be erected and fastened in a
TRUSS HANGERS BY BUILDER
SHOP DRAWING APPROVAL
straight and plumb position. When no sheathing is applied
3. SOME DOWN FRAMING BY BUILDER.
EAGLE
INDUSTRIAL
directly to the top chords, they shall be braced at 24" o.c.
4. SOME VALLEY FRAMING BY BUILDER.
TCLL: 90
max. Where no rigid ceiling is applied directly to the
5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0"
SYSTEMS
bottom chords, they shall be braced at 6'-0" o.c. max.
NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY
TCDL:10
Trusses shall be handled with reasonable care during
ALTERATION OF TRUSSES PROVIDED BY US.
LLC
erection to prevent excessive damage or personal injury.
F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY
THIS DRAWING IS THE SOLE SOURCE FOR
BCLL: T
BCDL: 10
TRUSS CUT OR ALTERED WITHOUT PRIOR
p
5
WRITTEN AUTHORIZATION
See Engineering for connections, nailing schedules, etc.
TOTAL: 40
•-
T
'�s�s /VAL E
TPTH05E
14
%
ELEV 'A' (REV)
SEP 1 7 2012
WIND SPEED: 140 MPH , TYPE:
MWFRS
DESIGN CRITERIA: ASCE 7/10
RISK CAT: 2
EXPOSURE: B
SHOP DRAWING APPROVAL
ROOFLOADS
FLOOR LOADS
EAGLE
INDUSTRIAL
TCLL: 90
TCLL:
40
SYSTEMS
TCDL:10
TCDL:
10
LLC
,,.
THIS DRAWING IS THE SOLE SOURCE FOR
BCLL: T
BCDL: 10
BCLL:
BCDL:
p
5
FABRICATION OF TRUSSES AND VOIDS ALL
TOTAL: 40
TOTAL:
55
PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS.
ALLOWABLE 1.25
ALLOWABLE
1.00
�.
APPROVAL OF THIS LAYOUT IS NECESSARY
INCREASE
INCREASE
EAGLE TRUSS
BEFORE ANY WORK CAN BE DONE. PLEASE
VERIFY AND/OR INDICATE TRUSS PLACEMENT,
DEFLECTION
DEFLECTION
360.1240
REV:
DIRECTIONS, DIMENSIONS, BEARING CONDITIONS,
D D
PITCHES, SHAPES, OVERHANGS. CHIMNEY,
CUPOLA LOADS AND CONNECTIONS SHALL BE
REV
REV:
TEL: (239) 226-1100
SUPPLIED BY A/E OF RECORD.
CUSTOMER: MATTAMY HOMES
FAX: (239) 226-1102
DATE: 09/14/12
SCALE: 3
16"_1'—p"
BY. JL
SUBDIVISION: LOCH LACK
SALES: PB
2800 HUNTER STREET
ADDRESS:
PAGE:
FORT MYERS, FL. 33916
1 OF 2
COUNTY: SEMINOLE
DWG NO.
Approved By: Date:
BLDG
I LOTS:
12HS207F
20
1 LOWER FLOOR
AND ROOF
C
E
�E
a ap`V
' E
v
E
E
0
s1'
CO
BLDG 20 — ROOF
7' 14'3"8 515"
TPTH03E
ELEV 'B' (REV)
WAIT LEGEND
9'-4" A.F.F
13'-0" A.F.F
18'-10" A.F.F
19'-10" A.F.F
11'11"
TP TH O l
ELEV 'A' REV
4'5" 5'1"
DETAIL AT FIRE RATED PANEL
23"
J5„
5„
FLOOR STUB
2 3/4" FROM
EXT. BLOCK WALL
6'7"
TPTH03
ELEV 'A'
co
C�l
TPTH02
ELEV 'A'
10'6"8
NOTE: Labeling trusses is a service, not a requirement.
ITW HANGERS UNLESS
.�
the responsibility of the builder to utilize engineered
R
N
NOTICE
Girder truss to girder truss connections which exceed
SR
the capacity of a standard hanger or truss to wall
J
Field Bracin is not the responsibility of the truss
g p y
fabricator, truss designer, nor plate manufacturer. Persons
connections are the responsibility of the builder.
erecting trusses are cautioned to seek professional
7' 14'3"8 515"
TPTH03E
ELEV 'B' (REV)
WAIT LEGEND
9'-4" A.F.F
13'-0" A.F.F
18'-10" A.F.F
19'-10" A.F.F
11'11"
TP TH O l
ELEV 'A' REV
4'5" 5'1"
DETAIL AT FIRE RATED PANEL
23"
J5„
5„
FLOOR STUB
2 3/4" FROM
EXT. BLOCK WALL
6'7"
TPTH03
ELEV 'A'
co
C�l
TPTH02
ELEV 'A'
10'6"8
R
O
HANGER LEGEND
.
NOTE: Labeling trusses is a service, not a requirement.
ITW HANGERS UNLESS
Engineered drawings supercede labeling of trusses. It is
the responsibility of the builder to utilize engineered
drawings when erecting trusses.
NOTICE
Girder truss to girder truss connections which exceed
SR
the capacity of a standard hanger or truss to wall
J
Field Bracin is not the responsibility of the truss
g p y
fabricator, truss designer, nor plate manufacturer. Persons
connections are the responsibility of the builder.
erecting trusses are cautioned to seek professional
GENERAL NOTES
advice regarding erection bracing which is always required
to prevent toppling and dominoing during erection, and
1 • TRUSSES SPACED 24" ON CENTER, U.O.N.
permanent bracing which may be required in specific
2 ALL WALL, BEAM & COLUMN MOUNTED
applications. Trusses shall be erected and fastened in a
TRUSS HANGERS BY BUILDER
straight and plumb position. When no sheathing is applied
3. SOME DOWN FRAMING BY BUILDER.
directly to the top chords, they shall be braced at 24" o.c.
4. SOME VALLEY FRAMING BY BUILDER.
max. Where no rigid ceiling is applied directly to the
5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0"
bottom chords, they shall be braced at 6'-0" o.c. max.
NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY
Trusses shall be handled with reasonable care during
ALTERATION OF TRUSSES PROVIDED BY US.
erection to prevent excessive damage or personal injury.
F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY
TRUSS CUT OR ALTERED WITHOUT PRIOR
KTHGQ3
WRITTEN AUTHORIZATION
See Engineering for connections, nailing schedules, etc.
le'V1SPECIAL
R
O
HANGER LEGEND
.
* ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS
NOTED OTHERWISE.'
* ALL 4x SYS42 HANGERS SHOWN ARE AHU46 UNLESS
NOTED OTHERWISE.
* TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING
SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS
PER MANUFACTURER SPECIFICATIONS.
ITW HANGERS UNLESS
NOTED OTHERWISE
h
AHU46
d-
AHU28
SR
u-�
J
AHU26-2
SL
SSL26
AHU28-2R
SSR46
00
AGUS26'--2T
�L
R
O
HANGER LEGEND
.
* ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS
NOTED OTHERWISE.'
* ALL 4x SYS42 HANGERS SHOWN ARE AHU46 UNLESS
NOTED OTHERWISE.
* TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING
SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS
PER MANUFACTURER SPECIFICATIONS.
ITW HANGERS UNLESS
NOTED OTHERWISE
AHU26 41
AHU46
BO
AHU28
SR
SSR26
J
AHU26-2
SL
SSL26
AHU28-2R
SSR46
AGUS26'--2T
�L
SSL46
(D
AGUS28-2T
Iv�R
MSR26-2
AGUS26-3TIv�L
MSL26-2
0
AGUS28-3T
KTHGQ2
O
KTHGQ3
0
le'V1SPECIAL
CONNECTION
BY OTHERS
"PROVEDFOR
UYOUT L
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IfEMrv,
Elvi
13'3" 7' -
s s "
NA iaENG
TPTH05E SEP, 17Yo12
ELEV 'A' REQ
WIND SPEED: 140 MPH TYPE: MWFRS
DESIGN CRITERIA: ASCE 7/10
RISK CAT: 2 EXPOSURE: B
SHOP DRAWING APPROVAL_ ROOF LOADS FLOOR LOADS
EAGLE
INDUSTRIAL TCLL: 20 TOLL: 40
""' ally TCDL: 10 TCDL: 10
SYSTEMS _ BCLL:BCLL 0
LLCTHIS DRAWING IS 'THE SOLE SOURCE FOR BCDL: 10 BCDL: 5
FABRICATION OF TRUSSES AND VOIDS ALL TOTAL: 4q TOTAL: 55
PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. ALLOWABLE1.25 ALLOWABLE 1.00
I
APPROVAL OF THIS LAYOUT IS NECESSARY INCREASE NCREASE
BEFORE ANY WORK CAN BE DONE. PLEASE DEFLECTION 3601240 DEFLECTION 360.1240
VERIFY AND/OR INDICATE TRUSS PLACEMENT, REV -
EAGLE TRUSS
DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, REV:
PITCHES, SHAPES, OVERHANGS. CHIMNEY,
CUPOLA LOADS AND CONNECTIONS SHALL BE REV:
SUPPLIED BY A/E OF RECORD. CUSTOMER: MATTAMY HOMES
TEL: (239) 226-1100
DATE: BY:
09 14 12 SCALE:
3/116"=V-0 JL
FAX: (239) 226-1102
.SUBDIVISION: LOCH.. LACK SALES: PB
2800 HUNTER STREET ADDRESS: PAGE:
FORT MYERS, FL. 33916 1 OF 2
COUNTY: SEMINOLE
Approved By: Date: BLDG I LOTS: DWG C,
20 ROOF 12 HS