HomeMy WebLinkAbout127 Langston Dr + (a)�ECE0W
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i
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
_3 i X, / , /
Application No: ®" yU Documented Construction Value: $
Job Address• 2 �� Hi toric Distri t Y ❑ lv ❑
es o
Parcel ID: Zoning: �C
Description of Work: f�/»� 4" i/ A
Plan Review Contact Person:
Phone:
Fax:
E-mail:
Property Owner Information
Name 2
Street: ►/�
City, State Zip)
T
Title:
Phone: A7 3,2-3— ! 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: /15�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:
AIDIDITION TO A FRE511DENCE POfR-.
121 LANG;STON EDFZVE
5ANFOfRED I f=LcFl--'l1DA
'15
S� �*'MiXiLluo =�
NORTH
SITE PLAN
SCALE: 1'=10'-O'
U�1NG D� DI's10NA gE
gANVC000
EwEq MODS UEOCpft S p W TE
•�( PIl' OR DERMA L•CEN'ST?NOIAv-
RI? All "vim � A1_1r
10 BE AU E SH
ac
A D Ro CEC tN GVEND THEA CORR►ON
C NCgL A OF THE, M1'C PR QJ" (:I O'NSTRUGT
LAOVIS�ON�'OF A PE AF SER RL ANs CO
S, gUANCEOM THERON TNET E COOES
D ON FOF EE I�RP }0NS OF
OR OTN6R
Mt41:0RD BUILDING DIM
PLANS ARE RmEWED AND CONDiTI Y
4�OR PERMIT, A ENSE TIO PROCE ��H
UgpTOBEA"S
THE WORK AND NOT AS AUTHORITY OF
THE
CANCEL ALTER, OR SET kSI
PERMIT PREVENT THE BUILDING
PROVISIONS OF THE TECHNICAL CODES, NOR SHAL
ISSUANCE OF A
pEPT FROM THEREAFTER REQISRCONSTRU�CoqR_�
'170N OF ERRORS ON THE PLA
� O-n.�ER \110LATiONS OF THE CODES,
AfiRE A TA55
EXISTING FIRST FLOOR A/C
NEW FIRST FLOOR A/C
NEW 5ECOND FLOOR A/C
1,525
555
429
SQ.
SQ.
SQ.
FT.
FT.
FT.
TOTAL CONDITIONED
2,812
SQ.
FT.
NEW GARAGE
NEW COVERED AREA
515
160
SQ.
5Q,
FT.
FT,
TOTAL UNCONDITIONED AREA
135
SQ,
FT.
TOTAL
3,54-1
SQ.
FT.
INDEX
OF DIRAWINGS
SHEET #
DESCRIPTION
CS ..............
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
LOT COV5RAGE TA5LE
TOTAL LOT 10,50(o SQ. FT.
TOTAL AREA COVERAGE 3,115 SQ. FT.
LOT COVERAGE PERCENTAGE 25.55ro
NEW CONSTRICTION
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED THE REQUIREMENTS OF SEC. R301 OF THE
FLORIDA BUILDING CODE RESIDENTIAL 2001 EDITION
WITH 2O013 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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-
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NOTE:
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4.
�-�
1
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ICI"-8" 1, EDGES 4 10"-12' IN FEILD
R . j
P.T. 2'x1Y
4' CONC. SLAB
stucco STOP
a
SEE FOUNDATION PLAN
NAILER
COMMERCIAL FIBERMESH
FOR FOOLING SIZES
SEE 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-
2X(o RAFTER - cv a► V r ep
Ilk m A/
2-12d EVERY TRUSS 0 --
IX8 NAILER �t0 NAILERRAFER U _ w 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 A 2 _ COVER _ / RAILING NOT SHOW IN OPOSITE SIDE TO
COMPLY WITH SECTIONS R311 AND R312 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 1 3/4' +-1/4' OR PROVIDE EQUIVALENT
150 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 R311 AND R312 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 R311 AND R312 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 VENT
_
TO MATCH EXISTING R-19
O MATCH EXISTING
BATT R-19 BATT
s s' CMU-- I'X4' P.T. NAILER
h
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 IX4 PT WINDOW BUCK
I s
PLYWOOD. ! ; a PLY WD. W/4d CUt NAIL OR 13/8 t-NAIL
2X6 STUDS ( ) CAULK UNDER NAILING FIN ENTIRE
EACH AVAILABLE JOINT. PERIMETER BEFORE NAILING, NO
Do
1/&' STUCCO FIN. ON PREP ENG. tRUS 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' 9 -8 FIN. v.�
PLYWOOD. 2ND,FLR FACTORY DRILLED INSTALLATION HOLE,C�d
^ \
92
- _ - ,� 9'-4' T.O.M. BRG.
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EXP. JT. C/)
/ VINYL SOFFIT
EXISTING .. I �J
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RAILING �.. 3/8 PLYWOOD SOFFIT O Q
OVERHANG / SX8Xi6 CONT. PLYWOOD FLITCH I p� p BOND BEAM W/ 11) PLATE CONT. 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
Ix8 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' Xi0' -� 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' =1'-0' FOR FOOTING SIZES -
OF
i
""" - 1X8 NAILER -J -
OR 1/2' PLY. 2-12d EVERY TRUSS
OVERFRAMING DETAIL
-IV 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
Y PRE -ENG. TRUSSES m 24' O.C.
FIBERGLASS SHINGLES ON 15"
ON 1/2' EXT. GRADE PLY WD.
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
1Xro WD FASCIA -
MATCH MATCH EXISTING
EXISTING IX6 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. SCRN 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
1Xro WD FASCIA- MATCH\_8X8XIro CONT. BOND EXISTING TRUSS
MATCH EXISTING EXISTING 8X8X16 CONT. BOND BEAM W/ (1) "5 BAR REMOVE OVERHANG
BEAM W/ (1) *5 BAR CONT.
3/8' PLYWOOD CONT.
SOFFIT t COW.
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' 0' 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' =1'-0' SCALE: 3/4' =1'-O'
12
5 VERIFY
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-IS 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'-O' O.G.
0'-0' FIN. FLR
d _C.
(2) 05 BARS CONT.
MIN 3' COVER
SEE FOUNDATION PLAN
FOR FOOTING SIZES
SCALE: 3/4' =1' -O'
MEMBRANE ROOPG E FLASHING
ON 1/2' EXT. GR PLYWOOD ON 2X4
FRAMING g 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 BOLL 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' =1' - '
1
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EX. 5EPIRM.
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AFCI AFCI
F- — — — — — — — — — — -
EX. FAMILY RM. EX. L15R4RY
bN sEcON6�+41' FF-
IFLOOR
AFCI
------------- — — — — — — — — — — — — — — — — — — — — - IQ=—
AFCI
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— — — — — - ELY— (W.HH.
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ON PHOTO CELL
ELECTRICAL FLAN
SCALE: 1/4'c1'-O'
A. - - - - - - - - - - - - - - - - -
x
AFCI
AFCI AFCI
AFCI AFCI
SECOND FLOOR ELECTRICAL FLAN.
SCALE: 114'=V-0'
ELECTRICAL LEGEND
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
SWITCH
3-WAY OPER.
2'LIGWT STRIP
SWITCH
uuuuuuuu
4' LIGHT STRIP
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SWITCH
4-WAY OPER-
JUNCTION 5ox
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SWITCH
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WALL
MOUNTED LIGHT
PANEL
CEILING LIGHT
METER
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VP
VAPOR PROOF
LIGHT
S,D,/C,M,
SMOKE / CARBON
MONOXIDE
DETECTOR
BATTERY
BACKUP
RECESSED
CAN
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PENDANT
LIGHT
CEILING
FAN W1 LIGHT
T7
TELEJDATA
FLOOD
LIGHT
AIR. COND.
DISCONNECT
SP
SPEAKER
TELEVISION
JACK
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
66FI
110V OUTLET
EQUIPED WITH
GROUND FAULT
INTERUPTER
220V OUTLET
E)E5
EYEBALL LIGHT
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WATERPROOF:
OUTLET
QUAD OUTLET
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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 200-1 EDITION
WITH 2O09 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
LLI
O .
U
oC
ul
w
V
z
0 _
uj
Lu
a zo
z o
O o W �o
z z o
g w 0 Q
cn �
Q
0
Q o
z
a
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00 0�
kokO
co�
Loko
M o -
W�
C�d
cj
h W
W
W
O
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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 co NT
41 THICK ow
T
(3) #5 BARS CONT. CONC. SLAB 05 CORNER BAR
V-4- (2) 05 BARS CONT. GRO11TED CELL
MIN 31 COVER I
FOOTINCx INSIDE FTC. AT CxARACsE CURB
MIN 3' COVER t� — III I CLEANOUT REQ'D
ONE STORY FOOTINCx TWO STORY FOOTING THICKENED EDCzE Cx.4RACiE DOORDETAIL r 1, 1 FOP, GROUT LIFT
TYR REBAR LAP5 FT. UNLESS
io CORNERS FOOTING DWL 15
NOT REQ-0.
31 MIN
STEM WALL FOOTING COVEk
WORZ. REINFORCING T J
F-.)ETAIL
)�VE�Tl�CAL WALL REINFORCING;
FOUNDATION FLAN
SCALE: 114'= 1'-0'
Lu
Lu
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u
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24'-8'
12'-3' 2'-6' 6'-9' 11'-2' ,
6 -9
R� �, BELOUJ
203m 2030
� 8izf DC�� m
21030 2 0
0 _ _
N H r
0 MIN. 36' H. LOW
PARTITION CURB
W.0 IRGULAR SKYLIGHT -
VERIFY RADIUS p
2-17
SATH
MIN. 36' H. LOW ,
PARTITION m
\ 4'-0' 12'-9, 2'_4, �_0. 4'_0, 10'-4'
cA b-
34' H. HANDRAILHOME OFFICE N
SIZIDC�I= OFI=N TO 5LOUJ I _lz--- ------------ N
_ C4
L INE OF
CATHEDRALCLCx
�p
_ ap p dJ
cD MIN. 36' H. LOW
a -m CIR ULA YLIGHT-
0 PARTITION N VERI Y RA IUS
m '_\� 61
0 L
0
OVERLOOK
`n
.I
�e 5RIDGECLOSETLi
r
� I
(2)4 0 FIX 6 50
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oll
4r-11'
EX. 5EDRM,
SECOND FLOOR FLAN
SCALE: 1/4' =1'-0'
EX 5EDRM,
REMOVE WINDOW AND \
MASONRY BELOW FOR
EX. 5AT�4fRM NEW 2868 DOOR 4
FRAME -PATCH TO \
MATCH EXISTING
90-j0 OH GARAGE DOOR 8010 OHD GARAGE DOOR
2868
a
,
- REMOVE WINDOW AND m
MASONRY BELOW FOR — — '--------- -- ----------
NEW OPENING -PATCH
TO MATCH EX15TINCx
LINE OF SECOND
TYP. 4X4 FLOOR ABOVE
WD. POST
EX. FAMILY RM, EX. L 15FRAIRY I
—
m _
N
-� G LLEIRY - -
- — 2 -CAR GARAGE
I � I \\\.--Ll of I I I
I; I �°°" - - - I I_ WALL LEGEND
068 I T&TOR_
IIci
20'-2'
I -
- I
a, I GOV. F AT I O
NEW 8' CMU WALLS
T P.4X4
N I I I W. POST
3068 — - — — — — — — 15 COAL. QUICK NEW 6' FRAME WALLS
I RECOVERY
I _ r WATER NEATER
NEW INTR FRAME PARTITIONS
4X4 P.T. POSTI
I
_ --- ----
-------------- EXIST. WALL/PARTITIONS
, 8'x8' Cs BLK
8 ,4
FLOOR FLAN
SCALE: 1/4' =1' -0'
c�
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12 0 M.F.H.
WIND FIRE&SURE T,45LE
WINDOW AREA
POSITIVE
NEGATIVE
IN 50, Fr.
A
0 .0 - 10.0
25.9
-26.1
8
10.01 20.0
24.1
-26.cJ
❑C-
20.0'50.0
232
-25.4
❑
50.0' - 100.0'
22.0
-24.2
50-0' - 100.0'
193
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1=
0.0' - 10.0'
25.B
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4
Fr-,]
100 - 20.0'
24.E
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t
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2O.0' - 50.0'
23.2
-293
I
50.0' - 100.0'
22.0
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Z
tp
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100.0' - 500.0'
193
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El
EXISTING ROOF BEYOND �' •'''� � •� •�� ��
CABLE E VENt-MATCH EXISTING..
-0 V HST
12
_:' :•
VERIFY
9' S" FIN 2ND FLR
" SR
-
EXP. JT. :.. :.. -
:EXP: JT.'
/�
SSL/
STUCCO FIN. :
'
MATCH = ....
EXIST C 1=-ROW 4xv&LASS .
-EXISTING BEYOND TOP 6 .STUCCO FfN.
STUCCO FIN. 4X4 F.T. POST
-0FIN. FLR N. FLR
REAR ELEVATION
SCALE: 1/4' =1'-O'
CABLE END VENT -MATCH EXISTING CABLE END VENT -MATCH EXISTING
12
S VERIFY
ROOF PITCH TO
. ... � VERIFY 5
ROOF PITCH TO
...... .... .
MATCH
MATCH EXISTING
,
:.. .. .
EXISTING E
::.. .
- ......-.. - - IA -MATCH FAS CIA MATCH
S
.. .. EXISTING
dT�I` TiC
STUCCO FIN. SAVE HC�T
EAVE 1-IC7 S7UCC0'IN
9
9' ' FIN 2ND FLR
FIN. 2ND FLR " _
- - ® _-- S
S' -01 BRG'
: E INC BEY
. . , . •....• • . ..... •' ... .:. .. •.. EXISTING BEYO ---- X OND
I ST
. .. ...E fi'- •
• . ..: •• 1-ROW 8 XS •: -CLASS • :•. ... -. �' � O H
. • 1 .• .. ,
• ••'••..:.... •.•. SLOGIC.B L • TOP• .••6'-8':' � _.: ••....•`-,•.• ''•�` : ' °� '.• - ..._ -EXISTING BEYONDLA
-
cA ❑
i;
STUCCO -
•
F.IN.
-m FIN. FLR ... -d' IN.
. . - - . F
�J
51DE ELEVATION �(D� ELEVATION -
SCALE: 1/4' =1'-0' SCALE: 1/4' =1'-0'
O
_
z
a
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FIBERGLASS SHINGLES ON ROOF PITCH TO i
15" ON 1/2' EXT. GRADE MATCH EXISTING
PLY WD. #Sol GUN NAILS la4" O.C. 2X4 COLLAR TIE 2x RIDGE } �- >
12 / ` TOP CORD BLOCKING AT �' EVERY OTHER RAFTER w
O.C. MAX. IN FIRST 2 FRAMING TOP 4 BOTTOM EDGES
cv cc1 V iA �4 r tlJ
PRE-ENG. TRUSSES SERIF rJ SPACES AT EACH END. 2X6 RAFTER
24' O.G.
RAFTER OR TRUSS m
ROOF SHEATHING 2-12d EVERY TRUSS ^
O
3-12d 3-12d RAFTER Z r
iX8 NAILER 2
TO NAILER U
0 4 0
1/2' SAG RESISTANT O p N
R-30 BATT DRYWALL 0 U
@ to
1� -S INSULATION
@ Q O.S.B. (L
1X8 NAILER
SAVE HGT p Q Ll OR 1/2' PLY. 2-12d EVERY TRUSS
A G AtC Z W
LL
iX6 WD FASCIA- Z XI IN 6 ISTIN 1XWD FASCIA- @ Z Z
MATCH EXISTING MATCH EXISTING I
�1/2' C�l'P. BD. Z
� U � U
3/5' PLYWOOD SOFFIT 1/2' GYP. BD. 4 C PLYWOOD SOFFIT Q l OVA AM I NDETAIL
�j
t CONT. SCRN VENT
t CONT. SCRN VENT I�
TO MATCH EXISTING I TO MATCH EXISTING BUILDING LENGTH `Q
R-19 BATT 0
1/6STUCCO FIN. ON
INSULATION �p
METAL LATH, BLDG ROOF SHEATHING LAYOUT ..:...... ::. .
015 FELT DRAINAGE PLANE.
PAPER OVER 1/2' 2X6 STUDS AND ENDWALL BRACING
PLYWOOD. 16 O.C. R Al T FOR GABLE END FRAMING
INSULATION\_l/6',STUCCO FIN. ON
METAL LATH, BLDG I PAPERBACK LATH
12'-6' 20' GIRDE 20' GIRC ER PAPER OVER 1/2'
15 T AT 10' = 12'-6' TRUSS TRUSS PLYWOOD.
V-6' FIN. 12_ TYf=. EXTERIOR SHEATHING ATTACHMENT WOOD BASED EXTERIOR SHEATHING - OSB.
I
2ND FLR Fv
ERIF FOR SHEAR AND UPLIFT (O.S.B. TO BE
ctJ EXP. JT.
= STRUCTURAL GRADE) CONNECTORS/s' NOMINAL STUCCO THICKNESS.
BRG. 20' GIRDER TREAD 1FROM PLATE TO STUD TO PLATE ARE E
�. TRUSS NOSINGI' ► #SOI GUN NAILS
NOT REQUIRED EXCEPT AT OPENINGS
1/2' AG RES STANT = e (o " N I
_ O.C. I FIELD
I L 8X8X16 GONT. "d
1X(o WD FASCIA- A CH A CH ( #SGI GUN NAILS DRAINAGE PLANE OVERLAP CONTROL BEAD
XIS IN R-3 Tt XIS IN BOND BEAM W/ (1)
MATCH EXISTING :� ' @ � r L FLASHING AND MEMBERANE STRIP OVER '
INSU A ION *5 BAR CONT. W
'� 12 O.C. IN FIELD • WOOD FRAME/ MASONRY CONNECTION
3/S' PLYWOOD SOFFIT c)
t CONT. SCRN VENT _�
t0 MATCH EXISTING: 4 Q Q Q 1' BELOW
3/4' STUCCO OVER m �, @ 3/4' STUCCO Z lll Z MASONRY
METAL OR PLASTIC EXPANSION JOINT
I BLOCK
I OVER BLOCK I U Z
�6 613 o
10' 1/2' I GYP. BD. MEMBRANE STRIP COVERING WOOD FRAME/MASONRY INTERSECTION UNDER
EXPANSION JOINT EQUAL TO PROTECTO
ij (3) 2x12 -T`f=>. EXTERIOR SHEATHING @ WRAP BT-20XL- 9' WIDE TO EXTEND V
I
STUCCO Stop r STRING ATTACHMENT FOR ROOF SHEATHING I �� BELOW THE GMU
2x4 P.T. BASE I I ( TYP. FLOOR DECKING ATTACHMENT
0'-0' FIN. F PLATE NOTE: 3/4' STUCCO FINISH
TO FLOOR JOIST EA. SHEET TO I3E
WHEN GLUED TO ROOF MEMBER
•...� .ya J GLUED AT ALL EXPOSED JOIST STUCCO FLASHING DETAIL
6"-8" a EDGES 4 10"-121 IN FEILD
60MU/ FRAME INTERFACE
� •: , .e � • .' STUCCO STOP
P.T. 2'x12' 4' CONC. SLAB
SEE FOUNDATION PLAN NAILER
COMMERCIAL FIBERMESH
FOR FOOTING SIZES SEE FOUNDATION PLAN
(2) +'S BARS CONT. MIN FOR FOOTING SIZES (3) *5 BARS
3' COVER CONT. MIN 3'
5EC It ION 2 COVER
- - 1 -
A _ 5 SCALE: 3/5' = I'-0' _
FIBERGLASS SHINGLES ON—\
150 ON 1/2' EXT. GRADE
PLY WD.
12
2�' O.C. TRussEs I TC1� P 5
1/2' SAG RESISTANT
R-30 BATT DRYWALL
INSULATION
SAVE HGT
I
1X6 WD FASCIA- A CH TC
MATCH EXISTING XI IN ISTIN 1X6 WD FASCIA -
MATCH EXISTING
I I
3/8 PLYWOOD SOFFIT 3/8 PLYWOOD SOFFIT
t CONT. SCRN VENT 1/2' G P. BD. - FIN. WD. CAF t CONT. SCRN VENT
TO MATCH I EXISTING TO MATCH EXISTING R-19 ATT I (2)-2X4 TO R-19 BATT
'VS STUCCO FIN, ON N TION PLATE INSULATION
METAL LATH, BLDG 11111111
PAPER OVER 1/2'
PLWD. ' 4
I 3 Y 1/5' STUCCO FIN. ON METAL LATH,
PLYWOOD.
2X6 UDS SUBFLR BLDG PAPER OVER 1/2 PLYWOOD.
16 cc. 2X8 CONT. LEDGER (P.T_ a MAS.)
12 z
PITCH Gl'PBD. 2ND FLR
___
BOTH SIDES
O' I '-4 9 T.O.M.
X4 2 STUD
6 16' O.G. EXP. Jt.
I �
EXISTING �. I
TRUSS -REMOVE MIN. 38' H. (2) 2XI2
OVERHANG LOW TART.
WD BEAM
5XSX16 CONT.
I
BOND BEAM W/ (1)
� � 2X JOIST o I *5 BAR CONT.
=4 2'- ' O.G. MAX.
I �
��
EXISTING SLAB t 0 3/4' STUCCO
I '
MASONRY WALL OVER BLOCK
1/2' YPBD.ON
LINE OF
=A STEPS 4X4 WD. POST
I BEYOND
POST BASE I 3/4' STUCCO
OVER BLOCK
I
II
a----- -- — --- ------y — — — 01-04FIN.FLR
—
r. \
EXISTING 16 X10 ,/ 4' CONC. SLAB STUCCO STOP
CONC. FOOTING .
(2) *5 BARS ONT. SEE FOUNDATION PLAN
MIN 3' CO R FOR FOOTING SIZES
1
6 CT I OI V 5 (2) *5 BARS
CONT. MIN 3'
SEE FOUNDATION PLAN SCALE: 3/8'=1'-0' COVER
FOR FOOTING SIZES
RAILING NOT SHOW IN OPOSITE SIDE TO
COMPLY WITH SECTIONS R311 AND R312 OF THE
FLORIDA BUILDING CODE 200'1 RESIDENTIAL.
NOTE:
STAIRS RISERS TO CONFORM TO SBCCI
1112-1112.E 2R+It=24'-25' 3/16' MAX. VARIATION IN
RISERS/TREADS ADJACENT TO EACH OTHER
3/6' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA_
TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT
GRASPABILITY WINDERS- MIN. 6' WIDE 9
NARROW END MIN. ll' WIDTH s 12' FROM
NARROW END 34' MIN. HANDRAIL HGT.
NOTE:
RAILINGS DESIGNED IN ACCORDANCE WITH
SECTIONS R311 AND R312 OF THE FLORIDA
BUILDING CODE 200-1 RESIDENTIAL.
TYPICAL HANDRAIL SHALL BE RETURNED TO
THE WALL, FLOOR, OR SHALL TERMINATE At
NEWEL POST. PER SECTIONS R311 AND R312 OF
THE FLORIDA BUILDING CODE 2001
RESIDENTIAL.
FIBERGLASS SHINGLES ON
15. ON 1/2' EXT. GRADE
PLY WD.
PRE-ENG.
0 24' O.C.
6
VINYL SOFFIT-J
(2) 2Xi2 W/ 1/2'
PLYWOOD FLI
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W/46 CUT NAIL OR 1 3/8' T-NAIL CAULK UNDER NAILING FIN ENTIRE
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- — — — � — °=-�--.-.- NAILER
—
IX4 P.T. TO BE SECURED W/4d DOOR CASING
CUT NAIL OR 1 3/8' T-NAIL 4'
SEE FOUNDATION PLAN FROM END AND 16' O.C.
(1) *5 BARS CONT. FOR FOOTING SIZES
MIN 3' COVER SECURE DOOR THRU BUCK INTO MASONRY
R
4' CONC. SLAB W/3/16' X 2 1/2' TAPCONS IN EVERY
COMMERCIAL FIBERMESH FACTORY DRILLED INSTALLATION HOLE,
DOOR JAMS TO 8L G
SCALE:
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ELECTfRICAL FLAN
SCALE: 1/4' =1'-O"
ELECTRICAL LEGEND
ELECTRICAL LEGEND
SYMBOL
DEFINITION
2' LIGWT STRIP
NOTES
SWITCH
3-WAY OPER
4-WAY OPER
DIMMER
0 0 0 0
3
SWITCH
4' LIGHT STRIP
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6' FLOURECENT
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METER
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VP
VAPOR PROOF
LIGHT
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MONOXIDE
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BATTERY
BACKUP
RECESSED
CAN
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LIGHT
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FLOOD
LIGHT
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LIGHT COMBO
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LIGHT
COVERED
LIGHT
GFI
110V OUTLET
EQUIPED WITH
GROUND FAULT
INTERUPTER
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EYEBALL LIGHT
EXTERIOR
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OUTLET
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