HomeMy WebLinkAbout127 Langston Dr + (a) (2)�ECE0W
PECEIVEr
SEP 3 0 2010
a_
i
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
3 7X, l , /
Application No: ®" yU Documented Construction Value: $
Job Address• 2 �� Hi toric Distri t Y F1 N ❑
es o
Parcel ID: Zoning: �C
Description of Work: f�/»� 4" i/ vel
Plan Review Contact Person:
Phone:
Fax:
E-mail:
Property Owner Information
Name 2
Street: ►/�
City, State Zip)
T
Title:
Phone: A713,2 -3—&a
Resident of property?
Contractor Information
J- kiAiltT-/S',? C C . Q"
Name Phone:
Street: Fax:
Fax: — S
City, State Zip: = 325 3 State License No.: C&C—
Architect/Engineer Information `` 7.n(4 / � C F�, tf�. C0
Name:4c-c� Phone:i�,'--/y3z)
Street: hi- 2Ce Fax: ?� _ a3S
City, St, Zip: �-- L� E-mail:/�5�2-A►3� J S�7tUl.. - CVM
Bonding Company:
Address:
rr
Building Permit L4,1
Square Footage: /71
No. of Dwelling Units:
Electrical ❑
New Service — No. of AMPS:
Mortgage Lender:
Address:
PERMIT INFORMATION / 6 9, 3 � � 7
Construction Type: A��a No. of Stories:
Flood Zone:
Plumbing ❑
New Construction - No. of Fixtures:
Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 13 No. of heads:
Ir
AIDIDITION TO A FRE511DENCE POfR-.
121 LANG;STON EDFZVE
5ANFOfRED I FLORIDA
DR. X�
'15
W14 I ff & 1: mi Fj M 6191 = �
33.
NORTH
SITE PLAN
SCALE: 1' =10'-O'
01140 D0 D111ONA BE
$AN�0EWEp MADS UEOC� p W TE
•�( PIl' OR DERMA L•CEt4se ? A YvO � A1_1r
10 BE AU E SH
E A 0 Ro Z -s -AN G�VEND THEA CORK ►ON
TH NCgL A OF THE- M1T PR pJiRmG As-rvucv
LAOV151ON�'OF A PE AF TER R4AN5, CO
SI gUAMCEOM THERON TH`T E CODES
D ON pF ER ICRP }0NS OF
oft OTHER
Mt4FORD SUILOING OEM
PLANS ARE RmEWED AND CONDiTI Y
prOR PERMIT, A ENSE TIO ROCSgp�H
Ugp TO BEA LIC
THE WORK AND NOT AS AUTHORITY THE
CANCEL ALTER, OR SET kSI
PERMIT PREVENT THE BUILDING
PROVISIONS T THE TECHNICAL CODES, NOR SHAL
CO
ISSUANCE OF A
DEPT FROM THEREAFTER REaNSRGONSTRU��
'170N OF ERRORS ON THE PLA
QR OTHER VIOLATIONS OF THE CODES.
AfiRE A TA55
OF DIRAWINGS
LOT COV5RAGE
TA5LE
SHEET #
DESCRIPTION
C5 ..............
COVER SHEET
EXISTING FIRST FLOOR A/C
NEW FIR5T FLOOR A/C
NEW 5ECOND FLOOR A/C
1,828
555
429
SQ.
SQ.
SQ.
FT.
FT.
FT.
TOTAL CONDITIONED
2,812
SQ.
FT.
NEW GARAGE
NEW COVERED AREA
515
160
SQ.
SQ,
FT.
FT,
TOTAL UNCONDITIONED AREA
135
SQ,
FT.
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TOTAL
3,54-1
SQ.
FT.
INDEX
OF DIRAWINGS
LOT COV5RAGE
TA5LE
SHEET #
DESCRIPTION
C5 ..............
COVER SHEET
A-1 ..............
FOUNDATION PLAN
A-2 ..............
FLOOR PLAN
,A-3 • ...... • • • •
• • • EXTERIOR ELEVATIONS
A-4 ..............SECTIONS
4 DETAILS
A -S ..............
DETAILS
A - 6 ..............
ROOF PLAN
E-1 ..............
ELECTRICAL PLAN
NEW CONSTRICTION
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED THE REQUIREMENTS OF SEC. 8301 OF THE
FLORIDA BUILDING CODE RESIDENTIAL 200-7 EDITION
WITH 2009 REVISIONS.
1. BASIC WIND SPEED = 120 MPH
2. WIND IMPORTANCE FACTOR = 1.0
3. WIND EXPOSURE = CATAGORY C
4. INTERNAL PRESSURE COEFFICIENT = .18
N
LOT COV5RAGE
TA5LE
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TOTAL LOT
TOTAL AREA COVERAGE
10,80(o SQ. FT.
3,118 SQ. FT.
LOT COVERAGE PERCENTAGE
28.85ro
0
NEW CONSTRICTION
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED THE REQUIREMENTS OF SEC. 8301 OF THE
FLORIDA BUILDING CODE RESIDENTIAL 200-7 EDITION
WITH 2009 REVISIONS.
1. BASIC WIND SPEED = 120 MPH
2. WIND IMPORTANCE FACTOR = 1.0
3. WIND EXPOSURE = CATAGORY C
4. INTERNAL PRESSURE COEFFICIENT = .18
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2-12d EVERY TRUSS 0 --
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TYP. EXTERIOR SHEATHING ATTACHMENT
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NOT REQUIRED EXCEPT AT OPENINGS
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TO FLOOR JOIST EA. SHEET TO SE
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COMPLY WITH SECTIONS 8311 AND 8312 OF THE
- SCALE: 3/8'=1'-0' - FLORIDA BUILDING CODE 2001 RESIDENTIAL.
NOTE:
STAIRS RISERS TO CONFORM TO SBCCI
1112-1112."1 2R+IT=24'-25' 3/16' MAX. VARIATION IN
RISERS/TREADS ADJACENT TO EACH OTHER
3/8' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
FIBERGLASS SHINGLES ON TO BE 13/4' +-1/4' OR PROVIDE EQUIVALENT
15" ON 1/2' EXT. GRADE GRASPABILITY WINDERS- MIN. 6' WIDE g
PLY WD. NARROW END MIN. 11' WIDTH IT 12' FROM
12 NARROW END 34' MIN. HANDRAIL HGT.
PRE -ENG. TRUSSES NOTE:
24' O.C. TCH Pf 5
g RAILINGS DESIGNED IN ACCORDANCE WITH
SECTIONS 8311 AND 8312 OF THE FLORIDA
BUILDING CODE 2001 RESIDENTIAL. •
o 'o o
TYPICAL HANDRAIL SHALL BE RETURNED TO M o
THE WALL, FLOOR, OR SHALL TERMINATE At a L
1/2' SAG RESISTANT I NEWEL POST. PER SECTIONS 8311 AND 8312 OF
R-30 BATT DRYWALL THE FLORIDA BUILDING CODE 2001 co w
INSULATION RESIDENTIAL. M co
- EAVE HGT M
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MATCH EXISTING X XI 1X6 WD FASCIA- W
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TO MATCH EXISTING I
TO MATCH EXISTING
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PLYWOOD. ! ; a PLY WD. W/4d CUt NAIL ORI 3/8' t -NAIL
2X6 STUDS ( ) CAULK UNDER NAILING FIN ENTIRE
EACH AVAILABLE JOINT. PERIMETER BEFORE NAILING, NO
Do
1/8' STUCCO FIN. ON PREF ENG. CRUS ES 12 LIGHT t0 BE SEEN AROUND WINDOW.
12 i 61 I METAL LATH, BLDG 6 24 O.G. �
PITCH 6 SECURE WINDOW THRU BUCK INTO MASONRY q M
W/3/ib X 2 1/2 tAPGONS IN EVERY r n
PITCI-I �✓ ! m. PAPER OVER I/2'
13' -8 FIN. v.�
PLYWOOD. 2ND,FLR FACTORY DRILLED INSTALLATION HOLE,TF9 F1C�d
^ \
92
— _ — ,� 9'-4' T.O.M. BRC.
WINDQW/SGD ATTACHMENT IN 5LOCK -'
EXP. Jt. C/)
/ VINYL SOFFIT
EXISTING .. I �J
TRUSS -REMOVE 38' H. j l2) 2X12 W/ 1/2' U -�'' p q
RAILING �.. 3/8 PLYWOOD SOFFIT O Q
OVERHANG / SX8Xi6 CONT. PLYWOOD FLITCH I p� p BOND BEAM W/ 11) PLATE CONI. SCRN VENT (/� :,., cn W h
«5 BAR CONT.TO MATCH EXISTING c�
.
� p
! 1tco
0\\-3/4' STUCCO
EXISTING SLAB e
OVER BLOCK
MASONRY WALL cz
--1/2' DRYWALL
1x8 WOOD
TRIM 3/4' STUCCO ,4 0'-0' FIN. FLR 8' CMU s: 1'x4' OR I'X2' P.T.
OVER BLOCK NAILER
0'-0' FIN. FLR IX4 P.T. TO BE SECURED W/4d DOOR CASING
CUT OR 1 3/8• a -� - — e SEE FOUNDATION PLAN FROM EI6
ND AND 1,' O.C.
4'
(1) 45 BARS CONT. FOR FOOTING SIZES
4' CONC. SLAB STUCCO STOP MIN 3' COVER
EXISTING 16' X10' -� SECURE DOOR THRU BUCK INTO MASONRY
CONC. FOOTING b .. L 4' GONG. SLAB 111/3/16' X 2 1/2' TAPCONS IN EVERY
(2) 05 BARS CONT. SEE FOUNDATION PLAN COMMERCIAL F15ERMESN FACTORY DRILLED INSTALLATION HOLE,
MIN 3' COVER FOR FOOTING SIZES SHEET
SECTION 5 (2) 05 BARS S CT I ON C
DOOR JAMS TO SLOA-4
- SEE FOUNDATION PLAN SCALE: 3/8' = i' _0. COVER SCALE: 3/8"11'-0' FOR FOOTING SIZES -
OF
r
I/ 11i
— 1X8 NAILER —J -
OR 1/2' PLY. 2-12d EVERY TRUSS
OVERFRAMING DETAIL
"15 FELL DRAINAGE PLANE.
PAPERBACK LATH
WOOD BASED EXTERIOR SHEATHING - OSB.
1/8' NOMINAL STUCCO THICKNESS.
DRAINAGE PLANE OVERLAP CONTROL BEAD
FLASHING AND MEMBERANE STRIP OVER
WOOD FRAME/ MASONRY CONNECTION
METAL OR PLASTIC EXPANSION JOINT
MEMBRANE STRIP COVERING WOOD
FRAME/MASONRY INTERSECTION UNDER
EXPANSION JOINT EQUAL TO PROTECTO
WRAP 5T-20XL- 9' WIDE TO EXTEND 2'
BELOW THE CMU
3/4' STUCCO FINISH
ATIlrr'n FI AAWINrs MPTAII
FIBERGLASS SHINGLES ON
ROOF PITCH TO
15" ON 1/2' EXT. GRADE
MATCH EX 1ST INC
PLY WD.
� 2
/
`
TOP CORD BLOCKING AT 4'
_
PRE -ENG. TRUSSES
VERIF
O.G. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
� 24' O.G.
RAFTER OR TRUSS
ROOF SHEATHING
1/2' SAG RESISTANT
R-30 BATT DRYWALL
INSULATION
EAVE HGT
IX6 WD FASCIA-
MATCH EXISTING
1MA'-CH
X
!
ATC
15TIN 1X6 WD FASCIA-
1/2'MATCH
EXISTING
3/8' PLYWOOD SOFFIT
3/8' PLYWOOD SOFFIT
t CONT. SCRN VENT
1/2' GYP. BD.
d CONT. SCRN VENT
TO MATCH EXISTING
TO MATCH EXISTING
BUILDING LENGTH
R_19 BATT
1/8' STUCCO FIN. ON
INSULATION
METAL LATH, BLDGROOF
SHEATHING LAYOUT —
PAPER OVER 1/2'
2X6 STUDS
AND ENDWALL BRACING
PLYWOOD.
Q 16 O.C.
R-19 BAT
FOR GABLE END FRAMING
INSULATION
1/8' STUCCO FIN. ON
METAL LATH, BLDG
`
/
12140'
20' GIRDER!
TRUSS i
20' GIRC
TRUSS
ER
PAPER OVER 1/2'
PLYWOOD.
15 T At 10' 12'-6'
12
=
I
2ND FLR r5 VERIF
— . . —
aD
EXP. JT.
BRG.
20' GIRDER TREADxx
-,
IV-0'
..
TRUSS NOSINGI'
k'
#Sd GUN NAILS
1/2'
AG RES
STANT
(o ° O.C. IN FIELD
1X6 WD FASCIA-
A CL
A CH
8XSX16 CONT.
MATCHE XISTING EXIS
IN(
—R-3
S,b,Tt
EXIS
ING
BOND BEAM W/ (1)
W
INSU
Ai`[ON
"5 BAR CONT.
3/8' PLYWOOD SOFFIT
r
I
I
4 CONT. SCRN VENC
j
—
Q
TO MATCH EXISTING
4
\3/4'
z
3/4' STUCCO OVER
I
0
STUCCO
BLOCK
I
OVER BLOCK I
� U
10'
1/2' GYP. BD.
1/2' GYP. BD.
-
n
(3) 2x12
TYP. EXTERIOR SHEATHING
STUCCO C)TOP
I
I
r
STRINGER
I
ATTACHMENT FOR ROOF SHEATHING
2x4 P.T. BASE
�
PLATE
NOTE:
0'-0' FIN. F
UH N GLUED TO ROOF M
8 R_�j
4.
Q.
I
/"-8" 1EDGES 4 10"-12' IN FEILD
P.T. 2'1
4' CONC. SLA51
stucco STOP
SEE FOUNDATION PLAN
NAILER
COMMERCIAL FIBERMESH
FOR FOOLING SIZES
S
EE FOUNDATION PLANFOR
(2) 05 BARS CONT. MIN
FOOTING SIZES
/
3' COVER
(3) $5 BARS
CONT. MIN 3'
J
J Z O
08d GUN NAILS 64" O.C. 2X4 COLLAR TIE F2X RIDGE }
TOP 4 SOTTOi" 1 EDGES EVERY OTHER RAFTER t-
2X6RAFTER
Ilk m A/
2-12d EVERY TRUSS 0 --
1X8 NAILER �t0 NAILERRAFER U \0w 0
3-12d
TYP. EXTERIOR SHEATHING ATTACHMENT
FOR SHEAR AND UPLIFT (O.S.B. TO RE
STRUCTURAL GRADE) CONNECTORS
FROM PLATE TO STUD TO PLATE ARE
NOT REQUIRED EXCEPT AT OPENINGS
1*86 GUN NAILS
c� 6 12' O.C. IN FIELD
z _
U z
o
NN
TYP. FLOOR DECKING ATTACHMENT
TO FLOOR JOIST EA. SHEET TO SE
GLUED AT ALL EXPOSED JOIST
S CI I ON A2 _ COVER _ / RAILING NOT SHOW IN OPOSITE SIDE TO
COMPLY WITH SECTIONS 8311 AND 8312 OF THE
- SCALE: 3/8'=1'-0' - FLORIDA BUILDING CODE 2001 RESIDENTIAL.
NOTE:
STAIRS RISERS TO CONFORM TO SBCCI
1112-1112."1 2R+IT=24'-25' 3/16' MAX. VARIATION IN
RISERS/TREADS ADJACENT TO EACH OTHER
3/8' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
FIBERGLASS SHINGLES ON TO BE 13/4' +-1/4' OR PROVIDE EQUIVALENT
15" ON 1/2' EXT. GRADE GRASPABILITY WINDERS- MIN. 6' WIDE g
PLY WD. NARROW END MIN. 11' WIDTH IT 12' FROM
12 NARROW END 34' MIN. HANDRAIL HGT.
PRE -ENG. TRUSSES NOTE:
24' O.C. TCH Pf 5
g RAILINGS DESIGNED IN ACCORDANCE WITH
SECTIONS 8311 AND 8312 OF THE FLORIDA
BUILDING CODE 2001 RESIDENTIAL. •
o 'o o
TYPICAL HANDRAIL SHALL BE RETURNED TO M o
THE WALL, FLOOR, OR SHALL TERMINATE At a L
1/2' SAG RESISTANT I NEWEL POST. PER SECTIONS 8311 AND 8312 OF
R-30 BATT DRYWALL THE FLORIDA BUILDING CODE 2001 co w
INSULATION RESIDENTIAL. M co
- EAVE HGT M
1X6 WD FASCIA- A C ATC
MATCH EXISTING X XI 1X6 WD FASCIA- W
MATCH EXISTING
I I
3/8 PLYWOOD SOFFIT 3/8' PLYWOOD SOFFIT
4 CONT. SCRN VENT I/2 GYP. BD. 4 CONT. SCRN VENC
_
TO MATCH EXISTING I
TO MATCH EXISTING
R-19 BATT R-19 BATT s s' CMU-- 1'X4' P.T. NAILER
E-4
1/8 STUCCO FIN. ON INSULATION INSULATION FIBERGLASS SHINGLES ON --1/2' DRYWALL W
METAL LATH, BLDG TOP, SIDES e BOTTOM: W
PAPER OVER 1/2' s 15* ON 1/2' EXT. GRADE 1X4 PT WINDOW BUCK
I s
PLYWOOD. ! ; a PLY WD. W/4d CUt NAIL ORI 3/8' t -NAIL
2X6 STUDS ( ) CAULK UNDER NAILING FIN ENTIRE
EACH AVAILABLE JOINT. PERIMETER BEFORE NAILING, NO
Do
1/8' STUCCO FIN. ON PREF ENG. CRUS ES 12 LIGHT t0 BE SEEN AROUND WINDOW.
12 i 61 I METAL LATH, BLDG 6 24 O.G. �
PITCH 6 SECURE WINDOW THRU BUCK INTO MASONRY q M
W/3/ib X 2 1/2 tAPGONS IN EVERY r n
PITCI-I �✓ ! m. PAPER OVER I/2'
13' -8 FIN. v.�
PLYWOOD. 2ND,FLR FACTORY DRILLED INSTALLATION HOLE,TF9 F1C�d
^ \
92
— _ — ,� 9'-4' T.O.M. BRC.
WINDQW/SGD ATTACHMENT IN 5LOCK -'
EXP. Jt. C/)
/ VINYL SOFFIT
EXISTING .. I �J
TRUSS -REMOVE 38' H. j l2) 2X12 W/ 1/2' U -�'' p q
RAILING �.. 3/8 PLYWOOD SOFFIT O Q
OVERHANG / SX8Xi6 CONT. PLYWOOD FLITCH I p� p BOND BEAM W/ 11) PLATE CONI. SCRN VENT (/� :,., cn W h
«5 BAR CONT.TO MATCH EXISTING c�
.
� p
! 1tco
0\\-3/4' STUCCO
EXISTING SLAB e
OVER BLOCK
MASONRY WALL cz
--1/2' DRYWALL
1x8 WOOD
TRIM 3/4' STUCCO ,4 0'-0' FIN. FLR 8' CMU s: 1'x4' OR I'X2' P.T.
OVER BLOCK NAILER
0'-0' FIN. FLR IX4 P.T. TO BE SECURED W/4d DOOR CASING
CUT OR 1 3/8• a -� - — e SEE FOUNDATION PLAN FROM EI6
ND AND 1,' O.C.
4'
(1) 45 BARS CONT. FOR FOOTING SIZES
4' CONC. SLAB STUCCO STOP MIN 3' COVER
EXISTING 16' X10' -� SECURE DOOR THRU BUCK INTO MASONRY
CONC. FOOTING b .. L 4' GONG. SLAB 111/3/16' X 2 1/2' TAPCONS IN EVERY
(2) 05 BARS CONT. SEE FOUNDATION PLAN COMMERCIAL F15ERMESN FACTORY DRILLED INSTALLATION HOLE,
MIN 3' COVER FOR FOOTING SIZES SHEET
SECTION 5 (2) 05 BARS S CT I ON C
DOOR JAMS TO SLOA-4
- SEE FOUNDATION PLAN SCALE: 3/8' = i' _0. COVER SCALE: 3/8"11'-0' FOR FOOTING SIZES -
OF
r
I/ 11i
— 1X8 NAILER —J -
OR 1/2' PLY. 2-12d EVERY TRUSS
OVERFRAMING DETAIL
"15 FELL DRAINAGE PLANE.
PAPERBACK LATH
WOOD BASED EXTERIOR SHEATHING - OSB.
1/8' NOMINAL STUCCO THICKNESS.
DRAINAGE PLANE OVERLAP CONTROL BEAD
FLASHING AND MEMBERANE STRIP OVER
WOOD FRAME/ MASONRY CONNECTION
METAL OR PLASTIC EXPANSION JOINT
MEMBRANE STRIP COVERING WOOD
FRAME/MASONRY INTERSECTION UNDER
EXPANSION JOINT EQUAL TO PROTECTO
WRAP 5T-20XL- 9' WIDE TO EXTEND 2'
BELOW THE CMU
3/4' STUCCO FINISH
ATIlrr'n FI AAWINrs MPTAII
12
VERIFY S
FIBERGLASS
SHINGLES ON 150 ON
1/2' EXT. GRADE PLY FIBERGLASS SHINGLES ON 150
WD. ON 1/2' EXT. GRADE PLY WD.--\
R-30 BATT INSULATION GALV. ALUM DRIP
1/2' SAG RESISTANT DRYWALL
GALV. ALUM DRIP M TCH
E STING
1X6 WD FASCIA -
MATCH MATCH EXISTING
EXISTING 1X6 WD FASCIA -
MATCH EXISTING 3/8' PLYWOOD SOFFIT t
1/2' GYP. BD. CONT. SCRN VENT TO
MATCH EXISTING
3/8' PLYWOOD SOFFIT E
CONT. SCM VENT TO 1/8' STUCCO FIN. ON METAL
MATCH EXISTING LATH, BLDG PAPER
OVER 1/2' PLYWOOD.
2X6 STUD
a 16O.C.
1
R- IS BATT MEMBRANE ROOF'G < FLASHING
INSULATION ON 1/2' EXT. GR PLYWOOD ON 2X4
1/8' STUCCO FIN. ON METAL FRAMING a 24' O.G. - SEE ROOF
LATH, BLDG PAPER OVER PLAN FOR LOCATION AND SLOPE
1/2' PLYWOOD. 12
PITC1� �
20' GIRDER TRUSS
12 ,
9'-8' FIN. 2ND FLR CRICKI=T
lx
5 VERIFY
FIBERGLASS
SHINGLES ON 'BOON
1/2' EXT. GRADE PLY } EXP. JT.
WD.
8'-0' BRCS. 8'-0' BRG.
1/2' SAG RESISTANT
GALV. ALUM DRI z DRYWALL
R-30 BATT INSULATION
1X6 WD FASCIA- MATCH\_8X8XIro CONT. BOND EXISTING TRUSS
MATCH EXISTING EXISTING 8X8X16 CONT. BOND BEAM W/ (1) "5 BAR REMOVE OVERHANG
BEAM W/ (l) *5 BAR CONI.
3/8' PLYWOOD CONT.
SOFFIT t CONT.
SCRN VENT TO
MATCH EXISTING
3/4' STUCCO OVER
CMU BLOCK
3/4' STUCCO OVER BLOCK
' CONC BLOCK
8' CONC BLOCK
i
EXISTING SLAB 4.
MASONRY WALL
I
0'-0' FIN. FLR STUCCO STOP I STUCCO STOP
� 0--o' FIN. FLR
a EXISTING 16' X10'
CONIC. FOOTING
a
SEE FOUNDATION
PLAN FOR
FOOTING SIZES (2) 05 BARS CONT. SEE FOUNDATION PLAN
MIN 3' COVER FOR FOOTING SIZES (3) "5 BARS
CONT. MIN 3
COVER
DETAIL 1 DETAIL 2 DETAIL 3
SCALE: 3/4'=V-0' SCALE: 3/4'=I' -O'
12
5 VERIFY
Y PRE -ENG. TRUSSES m 24' O.C.
FIBERGLASS SHINGLES ON 15"
ON 1/2' EXT. GRADE PLY WD.
1/8' STUCCO FIN. ON METAL
LATH, BLDG PAPER
OVER 1/2' PLYWOOD.
R-30 BATT INSULATION
1/2' SAG RESISTANT
DRYWALL
\ `-1/2' GYP. BD.
R-19 BATT
INSULATION
2X6 STUDS im 16 O.C.
LSTA 16 W/ l4) 3/16' X
2-1/2' TAPCONS TO
EXISTING BOND
BEAM
-- 2X6 STUDS 6 16 O.G.
2X6 P.T. BASE PLATE
W/ 1/2 ROUND ANCHOR
BOLT 2'-0' O.G.
0'-0' FIN. FLR
d _C.
(2) 05 BARS CONT.
MIN 3' COVER
SEE FOUNDATION PLAN
FOR FOOTING SIZES
SCALE: 3/4'=I' -O'
MEMBRANE ROOPG E FLASHING
ON 1/2' EXT. GR PLYWOOD ON 2X4
FRAMING,s 24' O.C. - SEE ROOF
PLAN FOR LOCATION AND SLOPE -
12
�� Pf7r'Uli
R -30 INSULATION (TYP.)
\t_1/2' SAG RESISTANT
DRYWALL
1/2' GYP. BD.
R- IS BATT
INSULATION
\— 2X6 STUD
9 16' O.G.
TYPICAL 2X6 P.T. BASE BETWEEN
EX. TRUSSES W/ 1/2' ROUND
EXPANSION BOLI EA. I-_ ERG.
EXISTING TRUSS -1 OFFSET F.T. 2X6 3/4'
EXISTING TRUSS-
REMOVE OVERHANG
EXISTING SLAB
MASONRY WALL
0'-0' FIN. FLR
EXISTING 16' X10' tt
GONG. FOOTING -
DETAIL 4
SCALE: 3/4'= V - '
1
O
V
a
co
Q
z
W
r
0
Lu
e
00
Lu
4
0
8
W
H
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D
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z
z
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V
a
co
z
W
0
_
00
F"q
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Lu
0
0
Q
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z
z
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z
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a-
w
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tut
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ko
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SCALE: 1/4'z 1'-0'
LU
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z
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u
c,
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cl
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Z
CD
g`
0ko
co
to ko
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u
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OF
EX. 5EDIRM
EX. 5EPIRM.
EX. 5ATHRM
AFCI AFCI
F- — — — — — — — — — — -
EX. FAMILY RM. EX. L15R4RY
bN sEcON6�+41' FF-
IFLOOR
AFCI
------------- — — — — — — — — — — — — — — — — — — — — - IQ=—
AFCI
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AFCI AFCI
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- - - - - - ELY- (W.HH.
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------------
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. . . . . . . . . . . .....
ON PHOTO CELL
ELECTRICAL FLAN
SCALE: 1/4' =1'-0'
A. - - - ------ - - - - - -- -
x
AFCI
AFCI AFCI
AFCI AFCI
SECOND FLOOR ELECTRICAL FLAN.
SCALE: 114'=V-0'
ELECTRICAL LEGEND
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
u
SWITCH
3 -WAY OPER.
2' LIGHT STRIP
z
Lu
SWITCH
uuuuuuuu
4' LIGHT STRIP
C)
�4
SWITCH
4 -WAY OPER-
JUNCTION 5ox
TDIM
SWITCH
DIMMER
W1-4
2'FLOURECENT
oC
6'FLOURECENT
ce
WALL
MOUNTED LIGHT
o
0
PANEL
CEILING LIGHT
0
METER
z
Lu
0)
VP
VAPOR PROOF
LIGHT
S,D,/C,M,
SMOKE / CARBON
MONOXIDE
DETECTOR
BATTERY
BACKUP
ce
z
0
RECESSED
CAN
Z
0
m
PENDANT
LIGHT
F-
CEILING
FAN W1 LIGHT
Q
T7
TELEJDATA
FLOOD
LIGHT
AIR. COND.
DISCONNECT
SP
SPEAKER
0
TELEVISION
JACK
z
VENT. PAN /CEILING
LIGHT COMBO
VENT. TO
EXTER.
IIOV OUTLET
VENT. FAN
VENT. TO
EXTER
IIOV OUTLET
1/2 OF OUTLET
WIRED TO
SWITCH
SCONCE
LIGHT
COVERED
LIGHT
CN2
66FI
110V OUTLET
EQUIPED WITH
GROUND FAULT
INTERUPTER
220V OUTLET
E)E5
EYEBALL LIGHT
-�-z
EXTERIOR
WATERPROOF:
OUTLET
QUAD OUTLET
d
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co
u
Z
z
Lu
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C)
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m:
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W1-4
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121 LANGSTON lDfRIVE,
SAN�O�C� �LO�ID,4
INDEX
OF DRAUJINGS
SHEET #
DESCRIFTiON
CS .............
COVER 6HEET
A-1 ..............FOUNDATION
PLAN
,A-2 ..............
FLOOR PLAN
A-3 ................
EXTERIOR ELEVATIONS
A-4 ..............
SECTIONS 4 DETAILS
A-5 ............`..1DETAILS
A - (o ..............
ROOF PLAN
E-1 ..............
ELECTRICAL PLAN
NEW - CONSTRUCT I Oil
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED THE REQUIREMENTS OF SEC. R301 OF THE
s., FLORIDA BUILDING CODE RESIDENTIAL 2007 EDITION
WITH 2009 REVISIONS.
1. BASIC WIND SPEED = 120 MPH
2. WIND IMPORTANCE FACTOR = 1.0
3. WIND EXPOSURE = CATAGORY C
4. INTERNAL PRESSURE COEFFICIENT _ .18
NORTH
S 1 TE FLAN
SCALE:
t[1
Z �
lC.
=—c�,mttill�QrcO
O
U `4 WCL
0
� OU
LLL
O .
U
oC
ul
w
V
z
D _
uj
Lu
a zo
Z o
O o W �o
z z o
g
w
0 Q
cn �
Q
0
Q o
z
a
..
00 0�
kokO
co�
Loko
M o -
W�
C�d
cj
h W
W
W
O
® rnq
� � h
TIE TO HORZ. BARS GROUTED
---NBONE) BEAM —
4' THICK REINF.
CONC SLAB
41 THICK REINF. 4' THICK REINF. 4' THICK REINF. RECESS FOR DOOR 10
CONC SLAB GRADE GRADE CONC SLAB CONC SLAB VERT. REINF
ct) ALL LAPS 25'MR
IN GROUTED
4' THICK CONC. DOWEL LAPPED z CELL
SLAB � tu
4 '1 WITW WALL REW.
(VARIES W1
—SLOPE)
4 cA NA
v (1) 05 BARS CONT. (1) *5 BARS CONT.
MIN 3' COVER MIN 3' COVER (1) SIS CONT.
41 THICK ow
T
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SYMBOL
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2' LIGWT STRIP
NOTES
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4 -WAY OPER
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ELECTRICAL LEGEND
ELECTRICAL LEGEND
SYMBOL
DEFINITION
2' LIGWT STRIP
NOTES
U
SWITCH
3 -WAY OPER
4 -WAY OPER
DIMMER
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