2426 Princeton Ave #13-2362- NSFH------------ ----- - -- - --
- �
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33.00
-____.--_______________-- PRINCETON V , ____________-__--___-
PAVED R./W
E L ; 4 N
ScALE; 1'- 20'
Lot 62, GARDENIA, as recorded
In Plat Book S, Page TI of the Pu'olic
Records of Seminole county, FL
Parcel 1D 031-19-31-510-0000-0620
Otherw(!Be known as 2426 Princeton Ave.
Sanford, FL 32T11
SCOPE OF WORK
construct a new one story, single Family
realdence on a now vacant land parcel,
This new structure Is to have a concrete
slab on grade Foundation, with concrete
block exterior walls.
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M33'
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-____.--_______________-- PRINCETON V , ____________-__--___-
PAVED R./W
E L ; 4 N
ScALE; 1'- 20'
Lot 62, GARDENIA, as recorded
In Plat Book S, Page TI of the Pu'olic
Records of Seminole county, FL
Parcel 1D 031-19-31-510-0000-0620
Otherw(!Be known as 2426 Princeton Ave.
Sanford, FL 32T11
SCOPE OF WORK
construct a new one story, single Family
realdence on a now vacant land parcel,
This new structure Is to have a concrete
slab on grade Foundation, with concrete
block exterior walls.
i
3
".33'
M33'
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------------
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--------- - - - --
-____.--_______________-- PRINCETON V , ____________-__--___-
PAVED R./W
E L ; 4 N
ScALE; 1'- 20'
Lot 62, GARDENIA, as recorded
In Plat Book S, Page TI of the Pu'olic
Records of Seminole county, FL
Parcel 1D 031-19-31-510-0000-0620
Otherw(!Be known as 2426 Princeton Ave.
Sanford, FL 32T11
SCOPE OF WORK
construct a new one story, single Family
realdence on a now vacant land parcel,
This new structure Is to have a concrete
slab on grade Foundation, with concrete
block exterior walls.
------------'3S.�b�— ti '�3-C4:�L------
9.00
---•-- -
b" PALL b• WIPE SODDED (CHECK 216-C-0 ------------------_
DAPI AT FEAT" LOT LINE
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DRIVEWAY
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--------- --------- PRINCETON AVE- ---------.------- ---
FAPED R/W
L0 7 D RIAN,4CxEE; fL.4�_,.,o
Lot 62, GARDENIA, as recorded
in Plat Book 5, Page Ti or the 'Public
Records of Seminole Gounty, FL
Parcel ID *31-19-31-•518-0000-06,20
Otherwise known as 24266, Princeton Ave.
Sanford, FL 32-1-11
Gonatruct a new one ato% ain53le Famlle
residence on a now vacant land parcel.
The new structure is to have a concrete
slab on grade Foundation, with concrete
block exterior walls.
° PLAN' OF SURVEY
DESCRIPTION
LOT 62, GARDENIA, AS RECORDED IN PLAT BOOK 5, PAGE 77, PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
LOT 39
14' ALLEY WAY
FND. 112" IR
LB #6300
LOT 63
W
0)0)
LOT 38
49.04' MEAS
49.00' PLAT
LOT
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VACANT
NORTHEAST CORNER
LOT 68 � 0)
FND. 112" IR
LB #6300 ,p0(b oma.
FND. 112" IR p ��
LB #6300
245.00' PLAT
244.93' MEAS
0
49.00' PLAT r
ry 49.13' MEAS
\- WATER SERVICE
FT1D. 1/2" IR
LB � 6300
30'
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LLJ
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- LIGHT POLE
F
CC
- COVERED CONCRETE
LS
LLJ�\
2. THIS BUILDING/LOT LIES IN ZONE(S) 'X', BASED ON
CLF
- CHAIN LINK FENCE
La
- "'.05CAPE AREA
0Orlando Inc., LB 4475
FND. 1 " IP
NO ,
ESP 1' CURB & GUTTER
PRINCETON AVENUE
(60 R/VI)
BOUNDARY SURVEY CERTIFIED TO: M. S. WEST, INC.
NorEs:
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BEARING SFRUCTURE IS BASED ON THE MONUMENTED
WEST R/W LINE OF PRINSTON AVENUE BEING
CO
- CENCREIE CABLE TV BLOCSER
- CLEAN OUT
If?
L
LB
IRON ROO
-ARC LENGTH
- LICENSED BUSINESS
NORTFf(ASSUMED).
CBW
- CONCREtE BLOCK WALL
- LIGHT POLE
CC
- COVERED CONCRETE
LS
- UCENSED SUR'TYCR
2. THIS BUILDING/LOT LIES IN ZONE(S) 'X', BASED ON
CLF
- CHAIN LINK FENCE
La
- "'.05CAPE AREA
0Orlando Inc., LB 4475
FLOOD INSURANCE RATE MAP NO. 12 1 1 700070F, COtVJUNtTY
Clr
- CONCRETE IdONUUJIT
YEAS
- VLkPLRED
20f2 E. Robinson St.
NO. 120294 (CITY OF SANFORD.) OMr OOUrrrr, F!CR'.re,
CCa':C
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SEPTEMBER 25, 2009.
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www.AccurIyhtSurveus.net
3. THIS SURVEY REFLECTS ONL! lu7 =--5 SF AS
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5. BUILDING TIES SHOWN ON r,4S Sa7?,SY Shy,', D m--!
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USED TO RECONSTRUCT PROPERTY L.. 'i ti.
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- POu/T OF COMMENCEMENT
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- RADIUS
6. THIS SURVEY IS VALID ONLY FOR THE PARTIES TO A;,r, !JrN
- ELECTRIC METER
R%N
- RIGHT OF WAY
6 /may
IT IS CERTIFIED.
�
c'SMT
FPL
- ELEVATION
-EASEMENT
- FIN15HEO FLOOR ELEVATION(5-FII
TR
[0-
- TELEPHONE RISER
TRANSFORMER
r� "�j (i� t�,6 i �
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7. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS
SET FORTH IN FLORIDA STATUTES.
FIRM
- FIRE HYDRANT
- FLOOD INSUf ANCE
TYP
UE
- TYPICAL
- UTILIIY EASEMENT
IANr„f; y ,��'(�.
c- j '!vli�J? P,= ` '
RATE MAP
UP
- UTILITY POLE
FNU
- FOUNU
-FO-
- WATER METER
"NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
r
- GUY WIRE ANCHOR
-14-
WATER VALVE
SEAL OF 8115 FLORIDA LICENSED SURVEYOR AND MAPPER."
IP
- IRON HPE
WF
- WOOD FENCE
WS
- KQ0 FH
S,ISEMINOLEISC5-77- Gardenia1621SC5-77-CAROENIA-LOT62dwa-Aua24.2013
COPYRIGHTS 1986- 2013. ACCUF<IGHT SURVEYS
-----WALL PER PLAN
4" CONC, BLAB
UJ/ VAPOR BARRIER
FIN. FLOOR
Q'4
FIN16H GRADE s a
a n o n CLEAN 0
° 4 ° COMPACT �+
T ---- TREATED 801L
3" COVER MIN, 4°.4a a°
ABOVE 4 BELOW
REB,AR6 4 A ° 4 P,V,C. CHASE TIDO 61ZE S LARGER
ADDITIONAL THICKENING OF FOOTER _
THAN THE PIPE BEING SERVED
AT PIPE, THE 612E OF PIPE, TOTAL,
THICKNESS OF CONC, 20" D I�
ONE STORY
U -1-
"11.11 Y CHASE AT OUNDATION.
MONOLITHIC FOUNDATION
1-#n, REEBAR
2500 P&I CONC,
W/ FIE3ERMESH
VARIES
sQ° A sp° A Q 4 A a A p Q A
8II
GLEAN COMPACT' � 4 4'4 , a
TREATED SOIL I T
e THICKENED EDGEDOLUN
SLIDING GLA55 DOOR PER PLAN
1- 1/2" PRojECTION U1ALL BEYOND 4" CONC, SLAB
AT OPENING W1 3/4" RECESS LU/ VAPOR BARRIER
4" CONC, BLAS Ell/ . FIN, FLOOR
ELOPE I" IN 10'n \
° 4 ` ° a D as a ° yd CLEAN 0
4 4 T COMPACT
' � 4 16FIEs TREATED 801E
a
D � d
a Q bo
4 ° 4*T
T.
�_16f
f__4
ONE STORY
EXTERIOR S.G.D.. SILL-
'DOOR
PER PLAN
1- 1/2" PROJECTION WALL BEYOND 4" CONC, SLAB
AT OPENING\ METAL THRESHOLD UI/ VAPOR BARRIER
4" CONC, SLAB LU/ \, ° a ° a FIN. FLOOR
ELOPE I" IN 10'
a s,
°a °a ° A� a A4 o CLEAN
4 Q'Q 4 COMPACT
Q ,p n , TREATE=D SOIL
A a a Ao - -
/I 16
ONE STORY
,er r 0 � Wp
2-°05 RFE3ARS
411 e o A °
}a d'4 ap 4 4 4
44'
Q+4 aQ 4
�.
4 A'4
CLEAN COMPACT 414 V4 4 a k 4
TREATED SOIL F
111
2500 FSI CONC,
UJ/ 1=15ERME8H
SH
GRADE
2011
CONCRETE/FOUNDATION NOTE$
CONSTRUCTION NOTES:
CONCRETE:
I, CONCRETE SHALL HAVE A MINIMUN COMPRESSIVE:
STRENGTH OF 2500 PSI AT 28 DAYS, UNLE63 NOTED
OTHERWISE.
2, ALL CONCRETE BLABS ON GRADE SHALL BE THICKP1E35
A8 INDICATED ON THE DRAWINGS OVER MINIMUM 6
M11L POLYETHYLENE VAPOR BARRIER OVER CLEAN
COMPACTED TERMITE TREATED FILL, 60CH SLABS
SHALL BE REINFORCED WITH 6X(o 10/10 WWW
LAPPED a" AT EDGES AND ENDS OR Fk ERME6H,
3, FILL UNDER CONCRETE 8LA55 SHALL F3E CLEAN
BAND OR ROCKAND FREE OF DEBRIS N OTHER
DELETERIOUS MATERIAL, FILL SHALL 15E COMPACT_D
TO A DENSITY OF AT LEAST 959a OF STANDARD
PROCTOR MINIMUM DRY DEN6ITY (A6TM D1551).
4, FOOTING SHALL BEAR ON UNDISTURBED SOLID
SOIL OR UPON BOIL COMPACTED TO A DEN6ITY
OF AT LEAST 955}o STANDARD PROCTOR
MINIMUM DRY DENSITY (ASTM D1551) FOS A
DEPTH OF AT LEAST 3' BELOW THE BOTTOM OF
THE FOOTING,
5, WHERE SHOWN, CORES OF BLOCK MABQNRY
SHALL BE FILLED WITH GROUT OR PEA :4RAVEL
CONCRETE WITH A MINIMUM COMPR561Vy
STRENGTH OF 2500 PSI AT 25 DAYS,
ko. REINFORCE FOOTINGS W/05 BARB, GRADE 40
AS INDICATED,ALL BARS SHALL BE DEFFORMED,
AND SHALL CONFORM TO A8TM DESIGNATION
A305, W1 SPLICES OVI=RLAPPING AT LEAST 25",
1, ALL CONTINUOUS VERTICAL AND HORIZONTAL
REINFORCING STEEL IN REAMS AND COLUMNS
SHALL BE LAP SPLICED A MINIMUM OF38, E5AR
DIAMETERS OR 2', WHICHEVER 16 GREATER,
8, CONTRACTOR SHALL VERIFY ALL D,MEN81ON8
AND FIXTURE LOCATIONS ON 81TE BEFORE
POURING OF CONCRETE SLAB.
9, DIMEN51ON8 SHALL TAKE PRECIEDEt cE OVER
DRAWINGS, DO NOT SCALE DRAWINGS TQ
DETERMINE ANY LOCATIONS, IF ANY DI°CREPENCIEI;
OCCUR, NOTIFY THE DESIGNER AT ONCE FOR
CLARIFICATION,
10, PROVIDE 4" DIAMETER PVC BLEI;VE UNDER
SLAB FOR USE AS HVAC AND ELECTRICAL
CHASES AS NECESSARY AND SHOWN,
11, SLOPE ALL EXTERIOR AND GARAGE SLAB&
AWAY FROM BUILDING AT 1/8" PER FOOT
MINIMUM,
12, FOR CONCRETE BLOCK WALLS, PRCVIDE
CONCRETE FILLED CELLS WITH 1-05 BAR
VERTICALLY CONTINUOUS FROM FOOTING TO
THE TIE REAM AT ALL CORNERS AND WHERE
OTHERLU15E NOTED AS PER FOUNDATION
PLAN.
13, CONCRETE COVER OF REINFORCING
STEEL SHALL BE AS FOLLOW&.,
A. FOOTINGB6 3" BOTTOMS AND SIDES
2" TOP
B. BEAMS: 1-1/2" BOTTOM, SIDES A11D
TOP
C, COLUMNS: I.1/4"
D, SLABS ON GRADE: 2" BOTTOM, I"
TOP
E. OTHERS PER ACI
14, EXTEND 8LAB 1-1/2" AT DOOR OPENNG6,
15. EXTEND 8LA5 I -I/2" AND RECESS 3/4"FOR
SLIDING GLABB DOOR TRACKS,
16, IF DOWEL 18 M166ED APPLY U1/ SIMPSON OET
EPDXY wl 6" E=Mk3EDMENT MIN. IN 3/4" HOLE,
MASONRY:
1, CONCRETE MA80NARY UNITS SHALL BE A6TM
C90-15, HOLLOW LOAD BEARING CONCRETE
MASONARY UNITS, TYPE I, GRADE; N-1, NORMAL
HEIGHT,
2, MORTAR SHALL CONFORM TO A6TM 0210
AND BE OF TYPE= M OR B,
3, CONCRETE MA50NARY UNITS MAY BE
SUBSTITUTED FOR BRICK OR STONE FIN16H
13ELOU1 FINI6H GRADE APPLICABLE,
FOOTINGS:
I, FOOTER6 HAVE BEEN DESIGNED FOR A BOIL
BEARING PRE58URE OF 2000 PSF,
IF DOWEL 16 M155ED, APPLY W1 EPDXY
(SIMPSON #ET) Wh/ ," EMBEDMENT, DRILL 3/4"
DIAMETER HOLES FOR 05 DOWELS
DESIGN REQUIREMENTS.,
1) Live loade for floors, cleck8 4 stairs Is 40 F8F.
2) Live loads for roof (e 20 F&F.
� Qu
' 141-411
�l(L FLORIDA BUILDING CODE
GH WIND ENG���EERFED
NOTE:Ir��sIONED
TO MEET OR EXCEED Tri; WIND LOAD
R£QUIREMu.73 OF THE 2010 FLORIDA
BUILDING CODE RESIDEXTL1L EDITION
SECTION R301 DESM CRITERIA AND
INCLUDING AS(- 7.10.
1. WIND SPEED - 137 U?H ULTIMATE WIND SPEED (VUQ
AND 103 MPd (Yui
2, RISK CATEGORY 2
CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE el)
3. 1YIND EXPOSURE - CATEGORY C
4, INTERNAL Pit: SSURZ COEFFICIENT FOR
ENCLOSE BL7 DING ISA 5 AND HEIGHT &
EXPOSURE ADPJSTSTE2iT COEFFICIENT IS 1.40
12'-411
SCALE 1/411 ; 11.011
T,S, Chehal
L1canced Prorceelonal Enc_1Ens�r
531 South 6R 434 c_ /
Altamonto Springa, FL 32114
(401) 521-5551
Fax (401) 521-5434
PE 0040148
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' 2,nt'1IN. REM N NIM HEQQUIRIE AT EA. END - 40
TYF.ICAL LINTFL SECTION
PChi CA CRS
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I.
GENERAL NOTES:
1) WRITTEN DIMENSIONS SHALL HAVE PRECMDENCE
OVER SCALE DIMENSIONS. SEE PAGE 5 FOR ADDITIONAL
DIMENSIONS NOT SHOWN ON FLOOR FLAN.,
2) ALL INTERIOR WALL5 ARE 211X411 UNLE55 0THERUJIS.E NOTED.
3) KITCHEN CAIBINET LAYOUT 15 FOR REFERENCE ONLY,
THE CABINET SUPPLIER TO FROVIDE A FREC15r_
LAYOUT TO ALL CONTRACTORS.
4) ALL INTERIOR DOORS ARE roi-all TALL UNLE55
OTHERW 15E NOTED.
O
EXTERIOR OPENING DETAILS
REQUIREMENTS:
loads for f loore, decC ,a 4 stairs 1s 40
loads for roof is 20 RSF.
1 VERT. ROD
(TYP)
F5F,
3'-4"
LIVING
1351 Sc1.Ft,
ENTRY
W1140
FLA, PRODUCT
301 Sq,Ft,
TYPE
SIZE
NE,4DER
110
PRESURE
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SERIES 3`153 INSULATED
25 5H
0311 0311
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SERIES 105FL INSULATED
40"X 12"
L-5 DETAIL "A"
-39.6 P8F
F! !4144 -RI
51 011
GARAGE DOOR
10' -0"X11 -O"
PRECAST LINTEL
l ( )
WAYNE DALTON
120"X64"
L-12 DETAIL "D"
-30.8 PSF
Fl -a240 -RIO
6000 SERIES
Q
ROD t ,GS,/t^,
SHELF
Q
DOOR-THERMA-TRU
3`-O"X61-6"
PRECAST LINTEL
D-5 DETAIL "DB"
-3-,0 PSF
FI -5-351-R3
FIBERCLA681C 8ERIE5
41"X 84"
O O
COMP. 5HINGLF-6 OVER 015 FELT TO
COMPLY W/ A5TM D225 4 45TM D34Ca2
15/3211 CDX OR 1/16"085
ROOF SHEATHING
6IMP50N CONNECTOR AT EACH
TRUSS A$ PER CONNECTOR SCA-
PROVIDE
BUILD, PAPER OR
STEEL PLATE BETWEEN
TRU55 AND C,M,U,METAL DRIP EDGE 2X4 BPF 5UB-FA6CIA/ '
W/ ALUM, FASCIA
NON-5TRUCTURAL
VENTED ALUM, SOFFIT \
PRE -CAST CONC, SILL.'
DECORATIVE CEMENTITIOU5 FIN15H
OVER 8XSX16 CONC. BLK.
VERTICAL ROD PLACEMENT_..,_
05 REBAR FROM FOUNDATION
TO LINTEL W/ 2511 LAP MIN,
FINISH EXTERIOR GRADE•
tV
16"X 20" MONO, FOOTER
W/ 2500 P81 CONC,
W/ 2-05 REBARS CONT.
W/ 25" LAP MIN,
NOTE: ,411 window and door measurements are approximate and should be ver}fled by the
supplier/contractor as to the precise R.O.
24" O.C.INE=I= IN TRUSSES
24" O.0SPACING
R-30 INSULATION MIN.
AT LIVING AREAS
CEILING HEIGHT
BEE ELEVATIONS
1/2" CEIL'G BOARD W/ 5d COOLER
NAILS OR GWB54 AT 1" O,C. SPACING
GROUTED BOND BEAM AT
TOP LINTEL BLOCK W/ 1-05
CONT, W/ 25" LAP MIN,
PRECAST HEADER OVER
OPEN'G (SEE FLOOR PLAN)
'WINDOW (BEE FLOOR PLAN)
INTERIOR $ILL
I/2" GYP, BOARD OVER
3/4" P.T, FURRING W/
R 4.2 FOIL INSULATION
FOAM FILL AT4" CONC. BLAB W/ FIBERMEeH
HOLLOW BLK. OR �>X6 WWM OVER rom VISA,
FIN. FLOOR
q Q G
_ 1 ,
_a•Q � Qc
4 q Q
CLEAN COMPACT
AV lei] X TREATED BOIL
TYPICAL ONE STORY WALL SECTION
8"x8"xl(o" CONCRETE BLOCK WALLS / MONO. FOUNDATION
IfJ MSAR
251, MIN.
srwti � gra
[IEEE... �+ r-
r1v t
`—PouREa CELL wng
BAfZ CONT. FROM
6EAM TO FAOTfWi.
6*1? Down 7[e Beam
r�
�l
BEAR INCA LALL HEIGHTS
8" BLOCK WALL. 8'-O" "IEIGHT
5" BLOCK WALL- T -O" HElGi-iT
ARE,4
TA15ULATION5
REQUIREMENTS:
loads for f loore, decC ,a 4 stairs 1s 40
loads for roof is 20 RSF.
1 VERT. ROD
(TYP)
F5F,
3'-4"
LIVING
1351 Sc1.Ft,
ENTRY
30 Scj.Ft,
GARAGE
301 Sq,Ft,
TOT,41. UNOER
ROOF 1(088 Scj,Ft,
j<
DESIGN
1) Live
2) Live
12'-O
I u
s
REQUIREMENTS:
loads for f loore, decC ,a 4 stairs 1s 40
loads for roof is 20 RSF.
1 VERT. ROD
(TYP)
F5F,
3'-4"
It
EGRE65
EGRE85
6CaD 6'-O"
r�
G
110
Q
!}
BEDROOM 2
BEDROOM I -
DINING
4
IB' -10"X I1'-4"
9'-10"x
1
(SJ
m
b,
a1 -0't WALL HT.
WIC
_
ry/
41-011
< 1' OND
1X
51 011
/
ROD t
ROD t SHELF
KITCHENIt
Q
ROD t ,GS,/t^,
SHELF
11'-4"X 10'q 4" o11
O O
i
1'-0" WALL HT,
n.. -r
L
12�"H
a,
n
L. -I VCIHII... U
1-411
14 ••(�..
II -U..
FK 2,-8u
110
MASTER
BATHROOM
II'-O"X 8'-l0"
b,
a1 -0't WALL HT.
WIC
_
< 1' OND
_
51 011
/
ROD t
°iUF.1 / 8HOWER
Q
i
1'-0" WALL HT,
L
14'-4"
12'-4•'I �
FLORIDA BUILDING CODV
HIGH WND ENGINEERED
NOTE: THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF THE 2010 FLORIDA
BUILDING CODE RESIDENTIAL. EDITION
SECTION 8301 DESIGN CRITERIA AND
INCLUDINO ASCE7.10.
1. WIND SPEED - 139 MPH ULTIMATE WIND SPEED (Volt)
AND 105 MPH (Vasd)
1. RISK CATEGORY 2
CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE
3. WIND EXPOSURE- CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR
ENCLOSED BUILDING IS .18 AND HEIGHT k
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
Adoolk
SCALE 1/4" c I'-011
T,B, Chahal
LlopnaQd ProPeaalonal Enylnaer -^--`
531 South BR 434 C� ,
Altamonte Spr(nQ8, FL 32114
(401) 521-5551
Fax (401) 521-5434
PE 0040148
uR�
0
4
u
a
ra
n
N, FL.
0
01
(D�
DE'SIGN REEOIJIR5MENTS:
1) LMe loads for floors, decks 4 stairs is 40 PSF,
2) Live loads for roof is 20 FSF,
I r 1 r 1 � I r I • , 1 I „ 1, , 1 I Y , I r I , I r r/ v 1 r I r 1 r t r I r I r I r 1 r 1 r 1
, f , , 1 , _ 1 , , , 1 - 1\ \ - » 1 , t , i , 1 , 1 \ l , 1 , ♦ , 1 , 4 , 1 ♦ , , 1 I ,
R`IGHT ELEVATION
SCALE 1/4" u I' -OI`
0
FIN, FL
LEFT ELEVATION
sc4LE 1,4 . I'-011
ROOF VENTILATION CALCULATIONS
AREA OF SPACE VENTILATED = 1688
1rob8 150 = 11,25 MIN, AREA REQUIRED (FE3C R006,2)
6 OFF RIDGE VENTS AT 3 8q, ft, EACH = la
163 11n, ft SOFFIT VENTINC4 AT ,15 per 11n, ft, = 24,5 1CEMI'tl71TI0J8FINI8N
K11.:
FELT / PAPERBACK120
1a 24.5 = 42,5 aq, ft, OF VENTILATION PROVIDED ,. LATH MATERIAL
LAPPED M016TURE BARRIER
(MOUSE WRAP)
PPA SHEATHING
A I"
�
%13E Low
Q
D fl D
4 D IQ L� CEMENTITIOUB FIN18H
1/2' - 8/8"
Q ? CONCRKT11 BLOCK
° 4 A OR 8OLID CONCRETE
NOTE.
1) ALL ExTERIOR ACCE880RIE8 SHALL RE PVC
MATERIALS CONFORMING TO A5TM 8TANDARDB
DI184, 0976, C1063 AND D4216,
71 CALK ALL PUTT JOINTS, ENDS, ANGLES,
AND INTERSECTIONS AT TIME OF INSTALLATION,
uu CONTROL 3EAD WITH DRIF EDGE
N -T.3.
EXTERIOR FINISHING NOTES
I , I , t , 1 , I , I , I 1 . I , 1 }�J C•j , 1 , 1 , I , ( , I , I , 1 I , I , 1 , i , (J� I , 1
Ll�
I
1
COMPOSITION SHINGLES OVER 415 FELI T
OVER 15/32" 4 -PLY CDX Pl ,rwooD, OR
`1/16" OSe SHEATHING
1/8" TEXTURED STUCCO OVER GAL Y, iJJIRE MESH
2
OVER HOUSE WRAP OYER 1/2" EXTERIOR SHEATHING
LEFT ELEVATION
sc4LE 1,4 . I'-011
ROOF VENTILATION CALCULATIONS
AREA OF SPACE VENTILATED = 1688
1rob8 150 = 11,25 MIN, AREA REQUIRED (FE3C R006,2)
6 OFF RIDGE VENTS AT 3 8q, ft, EACH = la
163 11n, ft SOFFIT VENTINC4 AT ,15 per 11n, ft, = 24,5 1CEMI'tl71TI0J8FINI8N
K11.:
FELT / PAPERBACK120
1a 24.5 = 42,5 aq, ft, OF VENTILATION PROVIDED ,. LATH MATERIAL
LAPPED M016TURE BARRIER
(MOUSE WRAP)
PPA SHEATHING
A I"
�
%13E Low
Q
D fl D
4 D IQ L� CEMENTITIOUB FIN18H
1/2' - 8/8"
Q ? CONCRKT11 BLOCK
° 4 A OR 8OLID CONCRETE
NOTE.
1) ALL ExTERIOR ACCE880RIE8 SHALL RE PVC
MATERIALS CONFORMING TO A5TM 8TANDARDB
DI184, 0976, C1063 AND D4216,
71 CALK ALL PUTT JOINTS, ENDS, ANGLES,
AND INTERSECTIONS AT TIME OF INSTALLATION,
uu CONTROL 3EAD WITH DRIF EDGE
N -T.3.
IN, FL.
[gZ-4C40
j&jjM:qj A11jr4p
_ _RqM _101
SCALrz 1/4" a I'-011
FIN, FL,
"CIN, FL,
EXTERIOR FINISHING NOTES
1
COMPOSITION SHINGLES OVER 415 FELI T
OVER 15/32" 4 -PLY CDX Pl ,rwooD, OR
`1/16" OSe SHEATHING
1/8" TEXTURED STUCCO OVER GAL Y, iJJIRE MESH
2
OVER HOUSE WRAP OYER 1/2" EXTERIOR SHEATHING
AT FRAME EXTERIOR >ARE.45.
3
DECORATIVE CEMENTI i IOUS FINISH
OVER a"X5"XI(o" CONGRETE 3LOCK.
4
4" ALUMINUM FASCIA OVER 2"X4" i .T.
02 SPF 5U3-FA5CIA W/ALUMINUM SOFFIT
g
4" STUCCO BAND AROUND WINDO+JJ / DOOR
OPENING UJ/ SMOOTH 4R SAND FINISH.
OFF RIDGE ROOF VENT UJ/ 2"X4" 5L OCKING
SURROUNDING OUTER PERIMETER,
.�
PRECAST CONCRETE -SILL PROJECTING 3/411
FEYOND i'3LOCK FACE.
g
PRECAST CONCRETE SILL FLUSH
UJ/ 3LOCK FACE, W1 fBAND OVER
IN, FL.
[gZ-4C40
j&jjM:qj A11jr4p
_ _RqM _101
SCALrz 1/4" a I'-011
FIN, FL,
"CIN, FL,
O
r
JZ -4=
_IAV Z-0:4 IN
FLORIDA BUILDING CODE
NOTE: THIS STRUCTURE HAS BEEN DESIGNED
TO MELT OR EXCEED THE WIND LOAD
REQUIREMENTS OF THE 2010 FLORIDA
BUILDING CODE RESIDENTIAL EDITION
SECTION 8301 DESIGN CRITERIA AND
INCLUDING ASCE7-30.
1. WIND SPEED o 139 MPH ULTIMATE WIND SPEED (Vult)
AND 108 MPH (Vasd)
2. RISK CATEGORY 2
CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V)
3. WIND EXPOSURE - CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR
ENCLOSED BUILDING IS .1 B AND HEIGHT &
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
SCALE 1/4" - 1'-011
FL.
T,B. Chehal
Licenced ProPa8sfonal �nglneer _
531 6Outh 6R 434
Altamonte 5pringe, FL 32114
1407) 521-555'1 /
Fax (401) 521-5434
PE 0040148
FIN.
O
r
JZ -4=
_IAV Z-0:4 IN
FLORIDA BUILDING CODE
NOTE: THIS STRUCTURE HAS BEEN DESIGNED
TO MELT OR EXCEED THE WIND LOAD
REQUIREMENTS OF THE 2010 FLORIDA
BUILDING CODE RESIDENTIAL EDITION
SECTION 8301 DESIGN CRITERIA AND
INCLUDING ASCE7-30.
1. WIND SPEED o 139 MPH ULTIMATE WIND SPEED (Vult)
AND 108 MPH (Vasd)
2. RISK CATEGORY 2
CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V)
3. WIND EXPOSURE - CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR
ENCLOSED BUILDING IS .1 B AND HEIGHT &
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
SCALE 1/4" - 1'-011
FL.
T,B. Chehal
Licenced ProPa8sfonal �nglneer _
531 6Outh 6R 434
Altamonte 5pringe, FL 32114
1407) 521-555'1 /
Fax (401) 521-5434
PE 0040148
4
CV
121-0"�
IE - -- (01 -all -------H
21-411
T -O" WALL.
33'-0"
IC 141-411 _-'-"—T 121-411
'mwwl -+WAI
GENERAL CODE NOTES
�>l
W
SCALE 1/4" - 1'-0"
I) Electrical to meet 2000 National Electrical Code / NFPA 10.
2) Plumbing to meet 2010 Florida 5uildin!g Code Plumbing.
3) Mechanical to meet 2010 Florida I3uildin53 Code Mechanical.
4) 5uilding to meet Florida Fire Prevention Code 2010 includin53
"Florida Amended" ver&1on of the 2009 NFFA-1 - Uniform Fire
Code 4 the 2009 NFPA 101 - fife Safety,
5XTERI0R --SIE-- INTERIOR
METER/MAIN ADDITIONAL
COMBINATION - ECTRI.,AL
QOX MAY 5E ( BEP I PAKE & AS R=Q'D
(3) 2/0 ALUM, rAO CIRCUITS) TTP.
(1) 1/0 ALUM,
MAIN
014 COPPER TO LIGHTS
Q PANEL PANELS t OUT! ET&
DfBC, AT
AT - Flo COPPER TO A/G C/041aP. alTER;OR
EXTERIOR 3 010 COPPER TO WH
METER 150 A8 REQ'D A3 REQ D
1349E AMP I t57 AMP $8 COPPER TO RANGE
2 1/2" CONDUIT � ^ _ (ALUMINUM WIRING MAY 3>=
2 1/2' O BOXE6 I vQ A"�-'R 81136TITUTED PER .ODE)
SERVICE ey POWER CO, Tt
(2) 4/o COPPER I
(UNDERGROUND OR PARAL,LE L IF $EPARATI
OVERHEAD) 50XE5 WED I
"4 GROUND W/ (2) 5/8" ROD& 8' DI=EP I
W/ ONE TIE-IN TO FOUNDATION &TEEL-
ROD& k,' APART
ELECTRICAL RISER DIAGRAM-
NT5
ELECTRICAL LOAD DEMAND CARCU1.ATI0N6 I
GENERAL LIGHTiNG /a
5064
VA
BMALL APPLIANCE CIRCUITS
4500
VA
DRYER
5000
VA
L.UANDRY CIRCUITS
1500
VA
DISHWASHER
1200
VA
DISPOSAL
1000
VA
REFIGIERATOR
1500
VA
OVEN
12000
VA
WATER HEATER
5000
VA
OTHER
10000
VA
FIR5T 10,000 VA ia 1005° 10000 VA
Rr=MAINIDr=R a 40% (3o7(o4) 14105 VA
i -A/C 4 HEAT e 40% 5000) %000 VA
TOTAL. VA 240V� (3011)
GENERAL ELECTRICAL NOTES
121,94 AMR5
1) ARC -FAULT INTERRUPTER, COMBINATION -TYPE TO 5E USED AT THE
f=01 -LOWING: 5EDROOMS, PINING, LIVING, STUDY, HALLWAYS', CL OSET5
OR SiMILAR ROOMS, TO PRIVIDE PROTECTION OF THE 5RANCH CIRCUIT,
2) GFI OUTLETS: GARAGES, BATHS, KITCHEN AND OUTDOORS'
3) SMOKE DETECTORS TO BE INTERCONNECTED TO SOUND JOINTI Y,
ELECTRICAL, 5YM1501.5
E�9
WALL SWITCH
110V OUTLET Cta er-realatan;J
THREE WAY VWITCH
t)--
110V G,r= i. O4jT! ET
Z
5t"'OKE DET: CTOR
FAN / LIGHT COM51NATION
FULL CHAIN LIGHT
O
CEILING MOIJN'TED LIGHT
0
WALL MOUNTED LIGHT
VANITY LIGHT BAR
0
RIECESS CAN LIGHT
TELEPHONE JACK
1�)--
720V
220V OUTLET
®
WEATHER PROTECTED OUT! ET
®
ELECTRICAL PANEL
CEILING FAN 10/ L IGHT
I-�
CA5L E TV JACK
Ob
OUTDOOR FLOOD LIGHTS
0
METER SASE
CAR50N MONOXIDE DETECTOR
,
L
Thio diagrametric plan IB Intended to show lighting
and convenience outlets only, T,B, Chehal will bear
no responolbllfty for Ito accuranGy, It to the
electrical contractor'o reaponsiblifty to verify
the requiremento and location of all electrical
equipment and provide and inotall complete
electrical oervice as required, Electrical
contractor to submit electrical plan and pull
permito aa required.
A
0
14M 9"�A.-R-f�41m-ta
FLORIDA BUILDING CODE
HIGH WIND ENGINEERED
NOTE: THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF THE 2010 FLORIDA
BUILDING CODE RESIDENTIAL EDITION
SECTION R301 DESIGN CRITERIA AND
INCLUDING ASCE 1.10.
1. WIND SPEED a 139 MPH ULTIMATE WIND SPEED (Vult)
AND 108 MPH (Vmd)
2. RISK CATEGORY 2
CONSTRUCTION TYPE - SiNGLE FAMILY RESIDENCE (V)
J. WIND EXPOSURE e CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR
ENCLOSED BUILDING IS.18 AND HEIGHT &
EXPOSURE ADJUSTMENT COEFFICIENT iS 1.40
SCALE 1/411 = 11-011
0
T,5, Chehal
Licenced Profeaefonal f,�ginesr
531 South 9R 434 E) -
Altamonte 8pringe, FL 32114
(401) 521-5551
Pax (401) 521-5434
PE 0040148
PAGE
4
4
4
4
4
4
4
4
4
W
Z
tK
PAGE
4
4
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4
4
4
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