HomeMy WebLinkAbout2428 Princeton Ave (A) 13-236149.00'
2'1.32'
33.00'
} IC W
LL
(�Od)a
2
W33'
Q
H
OMPA"Y
TO AMK{M.T
------------------------- PRINCETON AVE. -._._._._.
PAVED R/W
E)ITE
LEGAL DESCRIPTION
Lot 63, GARDENIA, as recorded
In Plat Book S, Page -n of the Public
Records of Seminole County, FL
Parcel iD 031-iS-31-518-0000-0630
Otherwise known as 2428 Princeton Ave.
Sanford, Fl- 32111
fz'LAN SCALE: 1% 20'
SCOPE OF WORK
Construct a new one story, Single family
residence on a now vacant land parcel.
The new structure is to have a concrete
slab on grade foundation, with concrete
block exterior walls.
0
----------- 39.00 EX. 45.00' MAO EX. ------
40.50 ---------------------------------
b" TALL i• IINpt 800D6% GFIBGK- •-'-'Y F..:� . .....................38.50 ----
i' TALL i' WDR 60DD® G►45GK
OM1 AT RAdN LOT LMR SWALE DAM AT RACM LOT LMR
33.00'
I $
aU! 1
U
�o�wa �
14.33' f
9 >~
Aq_nn'
ORNR WAY
TO AiK{ALT
40.14 EX
--------------- PRINCETON AVE, -
PAVED Raw
LOT DRIANAGE PLAN
LEGAL DESCRIPTION
Lot 63, GARDENIA, as recorded
In Flat Book 5, Page'll of the Public
Records of Seminole County, FL
Parcel ID 031-15-31-518-0000-0630
Otherwise known as 2428 Princeton Ave.
Sanford, FL 32111
SCOPE OF WORK
Construct a new one story, single famlly
residence on a now vacant land parcel.
The new structure is to have a concrete
slab on grade foundation, with concrete
block exterior walls.
PLAT OF SURVEY
DESCRIPTION
LOT 63, GARDENIA, AS RECORDED IN PLAT BOOK 5, PAGE 77, PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
LOT 40
1�
EARING STRUCTURE IS BASED ON THE MONUMENTED
WEST R/W UNE OF PRINSTON AVENUE BEING
1. BIfl
LOT
39
- IRON ROD
- ARC LENGTH
LOT 38
14' -ALLEY
WAY
48.98'
MEAS
CBW -CONCRETE BLOCK WALL >
-LIGHT POLE
49.00'
PLAT
CC COVERED CONCRETE
LS
FND. 1/2"
LB #6300
IR
���
Qs
FND. 1/2" IR
LB #6300
- LANDSCAPE AREA
2 E. ROb27t307L St.
� %
CONC - CONCRETE
MFRS
MF
-MEASURED
- METAL FENCE
�ZO1
Orlando, Florida 3280.3 T
EFFECTIVE SEPTEMBER 25, 2009.
o --
MS
N&D
- METAL SHED
- NAIL 3 DISK
www.AccurightSurveys.net
3. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS
CW - CONCRETE WALKWAY
A - CENTRAL ANGLE
0-f
�O,ryo
PROVIDED BY CLIENT.
oil
PLAT &
accusulYey®b�llsouth.net
DE _ DDR41NA�E
PBURED
- PLAT BOOK
pppppp //��rr�� pe' �.aNe �tI �f��►ryry ply/ �r�ry
PHOR (407) 894-014 - - Iff (w')
4. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED.
DESC - DESCRIPTION
DOT MANHOLE
PC
PC
- POINT of CURVATURE
pB(-S
5. BUILDING TIES SHOWN ON THIS SURVEY SHOULD NOT BE
-
DW - DRIVEWAY
PF
POB
- PAACE FENCE
-POINT Of BEGINNING
USED TO RECONSTRUCT PROPERTY LINES.
- EDGE OF PAVEMENT
POC
- POINT OF COMMENCEMENT
LOT 64
ft
LOT
63
%
LOT 62
- ELECTRIC METER
o �
VACANT
CERTIFIED.
- ELEVATION
ESMT - EASEMENT
�o
- TELEPHONE RISER
o�
FFE - FINISHED FLOOR ELEVATION
❑T
-TRANSFORMER
7. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS
6- FH - FIRE HYDRANT
TIP
- TYPICAL
SET FORTH IN FLORIDA STATUTES.
FIRM - FLOOD INSURANCE
NORTHEAST CORNER
NORTHEAST CORNER
h
RATE
FND - FOUND P
LOT 62
FND. 112" IR
LOT
FND 112"
IR
�.6
0
LB #6300
LB #6300
ANCHOR
- IRO
IP -IRON PIPE
WF
_ WOOD FENCE
8:1 EMIN LE I SCS -77 - Gardenia 1931 SCr77-GARDENIA-LO
.dwa - Aua 24.2013
P
_
11 I ,HT . 1117VFY.
»
FNO. 112
I R
,hh
���
'o
��N
00-,
LB #6300
FND. 1/2" IR ,p
LB #6300
vA-
196.00' PLAT
49.00'
PLAT
49.00' PLAT
195.98' MEAS
„,
48.96'
MEAS
49.13' MEAS
0
E/P
1' CURB & GUTTER
PRINCETON AVENUE
(60 R/W)
BOUNDARY SURVEY CERTIFIED TO: M. S. WEST, INC.
EARING STRUCTURE IS BASED ON THE MONUMENTED
WEST R/W UNE OF PRINSTON AVENUE BEING
1. BIfl
- CABLE 1V RISER
- CENTERLINE
IR
L
- IRON ROD
- ARC LENGTH
NORTH(ASSUMED
CLEAN OUT
LB
- LICENSED BUSINESS
CBW -CONCRETE BLOCK WALL >
-LIGHT POLE
CC COVERED CONCRETE
LS
- LICENSED SURVEYOR
Of Orlando Inc., LB 4475
2. THIS BUILDING/LOT LIES IN ZONE(S) 'X-. BASED ON
CLF - CHAIN LINK FENCE
CM - CONCRETE MONUMENT
LSA
- LANDSCAPE AREA
2 E. ROb27t307L St.
FLOOD INSURANCE RATE MAP NO. 12117CO070F, COMMUNITY
N0. 120294 (CITY OF SANFORD.) ORANGE COUNTY FLORIDA.
CONC - CONCRETE
MFRS
MF
-MEASURED
- METAL FENCE
�ZO1
Orlando, Florida 3280.3 T
EFFECTIVE SEPTEMBER 25, 2009.
Cow - COVERED
CP -CONCRETE PAD
MS
N&D
- METAL SHED
- NAIL 3 DISK
www.AccurightSurveys.net
3. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS
CW - CONCRETE WALKWAY
A - CENTRAL ANGLE
OW
ORB
- OVERHEAD WIRE
- OFFICIAL RECORDS BOOK
PROVIDED BY CLIENT.
M
SEMENT
PLAT &
accusulYey®b�llsouth.net
DE _ DDR41NA�E
PBURED
- PLAT BOOK
pppppp //��rr�� pe' �.aNe �tI �f��►ryry ply/ �r�ry
PHOR (407) 894-014 - - Iff (w')
4. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED.
DESC - DESCRIPTION
DOT MANHOLE
PC
PC
- POINT of CURVATURE
pB(-S
5. BUILDING TIES SHOWN ON THIS SURVEY SHOULD NOT BE
-
DW - DRIVEWAY
PF
POB
- PAACE FENCE
-POINT Of BEGINNING
USED TO RECONSTRUCT PROPERTY LINES.
- EDGE OF PAVEMENT
POC
- POINT OF COMMENCEMENT
- ELECTRIC BOX
R
- RADIUS
6. THIS SURVEY IS VAUD ONLY FOR THE PARTIES TO WHOM
- ELECTRIC METER
R/N
- RIGHT OF WAY
CERTIFIED.
- ELEVATION
ESMT - EASEMENT
®
- TELEPHONE RISER
FFE - FINISHED FLOOR ELEVATION
❑T
-TRANSFORMER
7. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS
6- FH - FIRE HYDRANT
TIP
- TYPICAL
SET FORTH IN FLORIDA STATUTES.
FIRM - FLOOD INSURANCE
UE
- UTILITY EASEMENT
T-(+..�y �(��y �iCM ,cJQ
��ATJV
RATE
FND - FOUND P
UP
-®-
UTILITY POLE
WAS METER
I WI@10UfLRiB151(iNATIJRL~ANU E OR161NAL RAISED
>- WIRE
_
VALVE
SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER.
ANCHOR
- IRO
IP -IRON PIPE
WF
_ WOOD FENCE
8:1 EMIN LE I SCS -77 - Gardenia 1931 SCr77-GARDENIA-LO
.dwa - Aua 24.2013
P
_
11 I ,HT . 1117VFY.
M.
WALL PER PLAN
4" CONC. SLAB
W/ VAPOR BARRIER
FIN. FLOOR
'4 %
FiNiSH GRADE y y
Dp s Dp s CLEAN -
a • COMPACT
TREATED SOIL
3" COVER MIN,
ABOVE 4 BELOW
REBARS • a • a
P,Y.G. CHASE TWO SIXES LARGER
ADDITIONAL THICKENING OF FOOTER THAN THE PIPE BEING SERVED
AT PiPE, THE SiZE OF PIPE, TOTAL
THICKNESS OF CONC, 20" D A16
ONE STORY
UTILITY CHASE AT FOUNDATION
MONOLITHIC FOUNDATION
•• PSI CONC,
1-05 RESAR W/ FISERMESH
I 1 IVARIES
11:11►.. _
CLEANill
♦ 1�11�11..=►
1R 11 11
TREATED SOIL I016011M E�EE'""EE!'EE�EE�IE�EE�Ei
Ap. THICKr=NEID EDGE AT STEP DOWN
16
ONE STORY
EXTERIOR S4s*0,P SILL
DOOR PER PLAN
SLIDING GLASS DOOR PER PLAN
1- 1/2" PROJECTION
WALL BEYOND
WALL BEYOND
4" GONG. SLAB
AT OPENING W/ 3/4" RECESS
METAL THRESHOLD
W/ VAPOR BARRIER
4" GONG. SLAV! W/
W/ VAPOR BARRIER
4" CONC. SLAB W/FIN,
FIN. FLOOR
SLOPE I" IN 10'
,
FLOOR
SLOPE 1" IN 10'
`n
4 `4
•
, a D'4 , a a
a
• a 4
• A
yD,
a°
o yD
CLEAN a
a
•
a
�
'p
COMPACT R
�• a° d
Al
A
y -F
I TREATED SOIL
a•o
.
4• Qp
d
a
AT
16
ONE STORY
EXTERIOR S4s*0,P SILL
16I,/I
ONE STORY
EXTERIOR DOOR SILL
2-05 RESAR8
411 • a • •, a \\
•. a a • a
d`4 4`4 4`4 4`4 d` .
D eD yt+ s0 y s4 y pD
a. v
a
16'4 4 `4 a 614 , a
y0� yD0 yD' 0
CLEAN COMPACT a a o° aa,o a
TREATED SOIL
2500 PSI CONC,
W/ FiSERMESH
CONCRETE/FOUNDATiON NOTES
CONSTRUCTION NOTES:
CONCRETE:
I. CONCRETE SHALL HAVE A MINIMUN COMPRESSIVE
STRENGTH OF 2500 PSI AT 28 DAYS, UNLESS NOTED
OTHERWISE.
2. ALL CONCRETE SLABS ON GRADE SHALL BE THICKNESS
AS INDICATED ON THE DRAWINGS OVER MiNiMUM 6
MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN
COMPACTED TERMITE TREATED FILL. SUCH $LABS
SHALL BE REINFORCED WITH 6X6 10/10 WWW
LAPPED 8" AT EDGES AND ENDS OR FBERMESH,
3. FiLL UNDER CONCRETE SLABS SHALL BE CLEAN
SAND OR ROCKAND FRES OF DEBRIS N OTHER
DELETERIOUS MATERIAL, FILL SHALL BE COMPACTED
TO A DENSITY OF AT LEAST 95% OF STANDARD
PROCTOR MINIMUM DRY DENSITY (ASTM 01551).
4. FOOTING SHALL BEAR ON UNDISTURBED SOLiD
SOIL OR UPON SOIL COMPACTED TO A DEN8ITY
OF AT LEAST S9% STANDARD PROCTOR
MINIMUM DRY DENSITY (ASTM 01551) FOR A
DEPTH OF AT LEAST 3' BELOW THE BOTTOM OF
THE FOOTING,
S. WHERE SHOWN, CORES OF BLOCK M480NRY
814ALL BE FILLED WITH GROUT OR PEA SRAVEL
CONCRETE WiTH A MiNIMUM COMPRSSIV--
-
STRENGTH OF 2500 PSI AT 25 DAYS.
6. REINFORCE FOOTINGS W/4115 BARS, GRADE 40
AS INDiCATED,ALL BARS SHALL BE DEFORMED,
AND SHALL CONFORM TO ASTM DESIGN4TION
A305, W/ SPLICES OVERLAPPING AT LE46T 25",
1, ALL CONTINUOUS VERTICAL AND HORIZONTAL
REINFORCING STEEL iN BEAMS AND COLUMNS
SHALL BE LAP SPLICED A MINIMUM OF36 BAR
DIAMETERS OR 2', WHICHEVER IS GREATER.
S. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND FIXTURE LOCATIONS ON SITE BEFORE
POURING OF CONCRETE SLAB.
9. DIMENSIONS SHALL TAKE PRECEOPCE OVER
DRAWINGS. DO NOT SCALE DRAWINGS 10
DETERMINE ANY LOCATIONS. IF ANY DIeCREPENCIES
OCCUR, NOTIFY THE DESIGNER AT ONCE FOR
CLARIFICATION.
10, PROVIDE 4" DIAMETER PVC SLEEVE UNDER
SLAB FOR USE AS HVAC AND ELECTRICAL
CHASES AS NECESSARY AND SHOWN,
11. SLOPE ALL EXTERIOR AND GARAGE SLAB&
AWAY FROM BUILDING AT 1/8" PER FOOT
MINIMUM,
12, FOR CONCRETE BLOCK WALLS, PRCViDE
CONCRETE FILLED CELLS WITH 1-05 BAR
VERTICALLY CONTINUOUS FROM FOOTING TO
THE TIE BEAM AT ALL CORNERS AND WHERE
OTHERWISE NOTED AS PER FOUNDATION
PLAN.
13, CONCRETE COVER OF REINFORCING
STEEL 814ALL BE AS FOLLOWS:
A. FOOTINGBt 3" BOTTOMS AND SIDES
2" TOP
B. BEAMS, 1-1/2" BOTTOM, SIDES A110
TOP
C. COLUMNS: 1-I/4"
D, SLABS ON GRADE: 2" BOTTOM, i"
TOP
E. OTHERS PER AGI
14, EXTEND BLAB 1-1/2" AT DOOR OPENNGS.
15. EXTEND SLAB 1-1/2" AND RECESS 3/4"FOR
SLIDING GLASS DOOR TRACK$,
16. IF DOWEL 16 MISSED APPLY W/ SIMPSON +ET
EPDXY W/ 6" EMBEDMENT MIN. IN 3/4" HOLE.
MASONRY:
I. CONCRETE MASONARY UNITS SHALL BE ASTM
C90-15, HOLLOW LOAD BEARING CONCRETE
MASONARY UNITS, TYPE I, GRADE N -I, NORMAL
HEIGHT.
2. MORTAR SHALL CONFORM TO ASTM 0210
AND BE OF TYPE M OR S,
3, CONCRETE MASONARY UNITS MAY BE
SUBSTITUTED FOR BRICK OR STONE FINISH
BELOW FINISH GRADE APPLICABLE.
FOOTINGS:
1. FOOTERS WAVE BEEN DESIGNED FOR A SOIL
BEARING PRESSURE OF 2000 PSP,
IF DOWEL iS MISSED, APPLY W/ EPDXY
(SIMPSON •ET) W/6" EMBEDMENT. DRILL 2/4"
DIAMETER HOLES FOR 05 DOWELS
all
20" C
C
Q. EXTERIOR SEARING FOOTER—
N
DESIGN
REQUIREMENTS.-
1)
EQUiRE LENTS:1) Live loads for floors, decks 4 stairs is 40 PSI=,
2) Live loads for roof is 20 PSF,
fE 33'-011
ATPROVIDE 3/4" RECESS``�AT SGD OPENING (TYP) \ 3 -4
— — — — — — — — —
I
VERTICAL ROD
V PLACEMENT (TYP.)
I
I TICAL ROD
■ I PLACEMENT (TYP.)
16" x 20"D conc, footing w/2-05 1
bars cont. w/ 25" lap min.(TYP) —
11
I�
VERTICAL ROD
PLACEMENT (TYP.)
MONOLITHIC SLAB i
4" Thick, 2500psi, f ibermesh i ■
conc. W/ vapor barrier, over
treated, compact Boil (TYPJ
rzlev. O"
1 16" x 20"D conc, footing w/2-05
bars cont, w/ 25" lap min.(TYP)
■
I
I
I
I
I
I
I■
I
i
16" x 20"D conc, footing w/2-05 I
bars cont, w/ 25" lap min,(TYP) �■
I
PROVIDE !-1/2" PROJECTION
AT DOOR OPENINCs tTYP) /
✓7%5
L — — — — — — — — — — — — —-
I 1
-411
I
I I I ■ � ■■
I I -
I I
I
DOOR PER PLAN
ILU
1- 1/2 PROJECTION
WALL BEYOND
4" CONC, SLAB
AT OPENING
METAL THRESHOLD
W/ VAPOR BARRIER
4" GONG. SLAV! W/
• a
.
FIN. FLOOR
SLOPE I" IN 10'
,
Q,4
a • a•
?
y y,
c• v
CLEAN
a
COMPACT
i
TREATED SOIL
� d
�• a° d
Al
16I,/I
ONE STORY
EXTERIOR DOOR SILL
2-05 RESAR8
411 • a • •, a \\
•. a a • a
d`4 4`4 4`4 4`4 d` .
D eD yt+ s0 y s4 y pD
a. v
a
16'4 4 `4 a 614 , a
y0� yD0 yD' 0
CLEAN COMPACT a a o° aa,o a
TREATED SOIL
2500 PSI CONC,
W/ FiSERMESH
CONCRETE/FOUNDATiON NOTES
CONSTRUCTION NOTES:
CONCRETE:
I. CONCRETE SHALL HAVE A MINIMUN COMPRESSIVE
STRENGTH OF 2500 PSI AT 28 DAYS, UNLESS NOTED
OTHERWISE.
2. ALL CONCRETE SLABS ON GRADE SHALL BE THICKNESS
AS INDICATED ON THE DRAWINGS OVER MiNiMUM 6
MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN
COMPACTED TERMITE TREATED FILL. SUCH $LABS
SHALL BE REINFORCED WITH 6X6 10/10 WWW
LAPPED 8" AT EDGES AND ENDS OR FBERMESH,
3. FiLL UNDER CONCRETE SLABS SHALL BE CLEAN
SAND OR ROCKAND FRES OF DEBRIS N OTHER
DELETERIOUS MATERIAL, FILL SHALL BE COMPACTED
TO A DENSITY OF AT LEAST 95% OF STANDARD
PROCTOR MINIMUM DRY DENSITY (ASTM 01551).
4. FOOTING SHALL BEAR ON UNDISTURBED SOLiD
SOIL OR UPON SOIL COMPACTED TO A DEN8ITY
OF AT LEAST S9% STANDARD PROCTOR
MINIMUM DRY DENSITY (ASTM 01551) FOR A
DEPTH OF AT LEAST 3' BELOW THE BOTTOM OF
THE FOOTING,
S. WHERE SHOWN, CORES OF BLOCK M480NRY
814ALL BE FILLED WITH GROUT OR PEA SRAVEL
CONCRETE WiTH A MiNIMUM COMPRSSIV--
-
STRENGTH OF 2500 PSI AT 25 DAYS.
6. REINFORCE FOOTINGS W/4115 BARS, GRADE 40
AS INDiCATED,ALL BARS SHALL BE DEFORMED,
AND SHALL CONFORM TO ASTM DESIGN4TION
A305, W/ SPLICES OVERLAPPING AT LE46T 25",
1, ALL CONTINUOUS VERTICAL AND HORIZONTAL
REINFORCING STEEL iN BEAMS AND COLUMNS
SHALL BE LAP SPLICED A MINIMUM OF36 BAR
DIAMETERS OR 2', WHICHEVER IS GREATER.
S. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND FIXTURE LOCATIONS ON SITE BEFORE
POURING OF CONCRETE SLAB.
9. DIMENSIONS SHALL TAKE PRECEOPCE OVER
DRAWINGS. DO NOT SCALE DRAWINGS 10
DETERMINE ANY LOCATIONS. IF ANY DIeCREPENCIES
OCCUR, NOTIFY THE DESIGNER AT ONCE FOR
CLARIFICATION.
10, PROVIDE 4" DIAMETER PVC SLEEVE UNDER
SLAB FOR USE AS HVAC AND ELECTRICAL
CHASES AS NECESSARY AND SHOWN,
11. SLOPE ALL EXTERIOR AND GARAGE SLAB&
AWAY FROM BUILDING AT 1/8" PER FOOT
MINIMUM,
12, FOR CONCRETE BLOCK WALLS, PRCViDE
CONCRETE FILLED CELLS WITH 1-05 BAR
VERTICALLY CONTINUOUS FROM FOOTING TO
THE TIE BEAM AT ALL CORNERS AND WHERE
OTHERWISE NOTED AS PER FOUNDATION
PLAN.
13, CONCRETE COVER OF REINFORCING
STEEL 814ALL BE AS FOLLOWS:
A. FOOTINGBt 3" BOTTOMS AND SIDES
2" TOP
B. BEAMS, 1-1/2" BOTTOM, SIDES A110
TOP
C. COLUMNS: 1-I/4"
D, SLABS ON GRADE: 2" BOTTOM, i"
TOP
E. OTHERS PER AGI
14, EXTEND BLAB 1-1/2" AT DOOR OPENNGS.
15. EXTEND SLAB 1-1/2" AND RECESS 3/4"FOR
SLIDING GLASS DOOR TRACK$,
16. IF DOWEL 16 MISSED APPLY W/ SIMPSON +ET
EPDXY W/ 6" EMBEDMENT MIN. IN 3/4" HOLE.
MASONRY:
I. CONCRETE MASONARY UNITS SHALL BE ASTM
C90-15, HOLLOW LOAD BEARING CONCRETE
MASONARY UNITS, TYPE I, GRADE N -I, NORMAL
HEIGHT.
2. MORTAR SHALL CONFORM TO ASTM 0210
AND BE OF TYPE M OR S,
3, CONCRETE MASONARY UNITS MAY BE
SUBSTITUTED FOR BRICK OR STONE FINISH
BELOW FINISH GRADE APPLICABLE.
FOOTINGS:
1. FOOTERS WAVE BEEN DESIGNED FOR A SOIL
BEARING PRESSURE OF 2000 PSP,
IF DOWEL iS MISSED, APPLY W/ EPDXY
(SIMPSON •ET) W/6" EMBEDMENT. DRILL 2/4"
DIAMETER HOLES FOR 05 DOWELS
all
20" C
C
Q. EXTERIOR SEARING FOOTER—
N
DESIGN
REQUIREMENTS.-
1)
EQUiRE LENTS:1) Live loads for floors, decks 4 stairs is 40 PSI=,
2) Live loads for roof is 20 PSF,
fE 33'-011
ATPROVIDE 3/4" RECESS``�AT SGD OPENING (TYP) \ 3 -4
— — — — — — — — —
I
VERTICAL ROD
V PLACEMENT (TYP.)
I
I TICAL ROD
■ I PLACEMENT (TYP.)
16" x 20"D conc, footing w/2-05 1
bars cont. w/ 25" lap min.(TYP) —
11
I�
VERTICAL ROD
PLACEMENT (TYP.)
MONOLITHIC SLAB i
4" Thick, 2500psi, f ibermesh i ■
conc. W/ vapor barrier, over
treated, compact Boil (TYPJ
rzlev. O"
1 16" x 20"D conc, footing w/2-05
bars cont, w/ 25" lap min.(TYP)
■
I
I
I
I
I
I
I■
I
i
16" x 20"D conc, footing w/2-05 I
bars cont, w/ 25" lap min,(TYP) �■
I
PROVIDE !-1/2" PROJECTION
AT DOOR OPENINCs tTYP) /
✓7%5
L — — — — — — — — — — — — —-
I 1
-411
I
I I I ■ � ■■
I I -
I I
I
ILU
E
�
I �
1 0�
I �s
i
I
Q� I
�� i I ■
VERTICAL ROD
PLACEMENT (TYP.)
I I
16" x 20"D conc, footing W/2-05
bar& cont, W/ 25" lap m1n.(TYP)
i � (
I
L— — — — — ...... — -
�
'-4"��— 10'-011 _1
LT
Lo 14'-411 �I— 12'-41' ---�
NOTE: THIS STRUCTURE HAS BEEN D931OMD
TO MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF THE 2010 FLORIDA
BUILDING CODE RESIDENTIAL. EDITION
SECTION R301 DESIGN CRITERIA AND
INCLUDING ASCE 7.10.
I. WiND SPEED -139 MPH ULTIMATE WIND SPEED (Vult)
AND 106 MPH (Vud)
2. RISK CATEGORY 2
CONSTRUCTION TYPE - SiNGLE FAMILY RESIDENCE 1
3. WIND EXPOSURE - CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR
ENCLOSED BUILDING IS, 111 AND HEIGHT a
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
1-411 —'�111
"r
PERMIT # 1f-ogj
FOUNDATION FLAR
FORD BUILDING DIVISION,
1 ANS ARE REVIEWED ANO coNnmomikuy
SCALE I/4" a AWED FOR PERMIT. A ISSUED PERMIT SHALL BE
DEEMED PERMISSION TO PROCEED WITH THE WORK
QNO NOT AS Aj iHOPITY TO VIOLATE, CANCEL, ALTER
OR SET ASIO� ANY OF THF PROVISIONS OF THE TECHNICAL
COCF,q. " ! L !";` `ANCf PEP MIT PREVENT THE
IILIJ, :;ION FROM 1HLIAk I' R PPIARING A
ihtCTION OF ERRORS ON THE PLANS, CONS IRUCTION
OR OTHER VIOLATIONS OF THE CODE.
T.S, Chehal
Licenced Profeeetonal Engtnaer �.
531 South SR 434
Altamonte 8pring6, FL 32114 ? � �� OFFICE
(401) 521-5551
Fax (401) 521-5434
PE 0040148
DRAWN BY:
M. S. WEST
PAGE
11
III
IF
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or
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PNECAAST LINTEL i8"X160 COMP9117Ei
1 .
20 RECESSED DOOR HEADERS
(8wX60, FILLED AND UNFILLED)
r=XTr=fRI0fR OPENING DET,41LS
MAN HL
IbM
cod
Deal.'
on
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00 FAL fAlp
ib $= 0116It-AN
al.
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0.4
0.5
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Alt �'.1 � �:1LylAr�111111#R
C4'HIP
r -a•
1-40
1-4'
s%4'
II f
_...aw
3191
TOTAL UNDER ROOF IbBB Bq.Ft.
BfeT 1:1 � 11R1•t�w 8�1111�w
SECTION R301 DESIGN CRITERIA AND
PRESURE
••
M 1)14MI.)AAwt11}>�
WINDOW - PLY GEM
SERIES 3153
25 AX SH ��
PRECAST LINTEL
-3,,0 PSP
PL14143-RI
INSULATED
aw"I wlrK{Y.•wl[MR1i1711�q
L-4 DETAIL G
14
^�
8>E}l ! � wti'1•� ! F}I 1111w
WINDOW - PLY GEM
(2)-25614
PRECAST LINTEL
8! {'id �88E1'!f-i eIR�G'fiAA88AlA
FL14143-RI
ENCLOSED BUILDING 18. 18 AND HEIGHT do
SERIES 3153 INSULATED
■r�t1 wwlt•ra�wr.^1w�
L-8 DETAIL "G"
EGRESS
IeerE �l�>• 111 }ar enllau n11w
WINDOW - PLY GEM
SERIES 4'180 INSULATED
6068 SGO
'i411X 81"
PRECAST LINTEL
L-8 DETAIL "C"
� l'U w 8111fiilwaw r?%w�
FLi4634-RI
a
w 1L5 � �■rrrwllllel � }1A>•
tfrbt;'ww1E111�rif11~
WINDOW - PLY GEM
SERIES 105FL INSULATED
3810 FIXED
PRECAST LINTEL
L-5 DETAIL"A"PL14144-RI
wL+l �I �'.'tlinnF;dwww
W4T_. WMHP 111[U1111M
��I'138*�_"_i8.1�1111Frr#wl
}3 r 1�8A�F111� wt+ laveur
;;
Mlic?>��rIS1��l}}1�rw
WINDOW - PLY GEM
13 SH
PRECAST LINTEL
SERIES 3153 INSULATED
2011X 39"
.�
-31.6 PSP
FL14143-RI
1 .
20 RECESSED DOOR HEADERS
(8wX60, FILLED AND UNFILLED)
9..i•• 3'••
0. •�1
41641 •• .
U.
•Y '
3'
118NCRAn lCJ IFI MELD)
paoul
94
• I� ` •• fTf6b OR�'wel tEQi �4 o -e
Aw
• �. 1 I • It. .
H IAN, 1
NOTA&
•f."eili�."'�i n�°rro�l�t�i►►: IeNo • a• . '
A6 Li LEC ION
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ib $= 0116It-AN
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0.4
0.5
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:-•r
!-•1r
3'4r
3141
4'4•
..
C4'HIP
r -a•
1-40
1-4'
s%4'
II f
_...aw
3191
TOTAL UNDER ROOF IbBB Bq.Ft.
loads for roof is 20 PSF.
SECTION R301 DESIGN CRITERIA AND
PRESURE
••
O
WINDOW - PLY GEM
SERIES 3153
9..i•• 3'••
0. •�1
41641 •• .
U.
•Y '
3'
118NCRAn lCJ IFI MELD)
paoul
94
• I� ` •• fTf6b OR�'wel tEQi �4 o -e
Aw
• �. 1 I • It. .
H IAN, 1
NOTA&
•f."eili�."'�i n�°rro�l�t�i►►: IeNo • a• . '
A6 Li LEC ION
.xiJv •C Fli.l.<!f : d IiL OL,K r!'.t
�tr,�.�ru,�.�cr✓.�,r,es Jr�Glfrc,ar�:l.s�s
Wi7d,7 L WNG1927- 10
LU
6_0E
, YicN S" 1T1. t? PhuR.W c*u.
Cz4j4ovjW obi Loo?, F LNN,
IVdd t7 3TOJL � % j'� i/lNOO iV
...�...-.-..- .--•, . ...: -'�` —'�- r. r.' lx WlHaily :�vsc ..11 �. o,r.
' A'• •;i :. ''� � --- ,SPC cs- �
A
s"OVKeD v5u_ 1F U4 rfis
rtcr-1~ F•c.�4u•
./,�A/d 47 A1/1,1De7WJ' #4$10 ra•s!f
,or Z,,(;
zKazKaJ�NO .t,Ve$VA ra
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1Nr�µ y �A; PAW WdZ Cts
■F
ETI•(% SPA' -
GENERAL NOTES:
1) WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. SEE PAGE 5 FOR ADDITIONAL
DIMENSIONS NOT SHOWN ON FLOOR PLAN.
2) ALL INTERIOR WALLS ARE 2"X4" UNLESS OTHERWISE NOTED,
3) KITCHEN CABINET LAYOUT IS FOR REFERENCE ONLY,
THE CA51NET SUPPLIER TO PROVIDE A PRECISE
LAYOUT TO ,ALL CONTRACTORS.
4) ALL INTERIOR DOORS SIRE &'4" TALL UNLESS
OTHERWISE NOTED.
0
r=XTr=fRI0fR OPENING DET,41LS
TO MEET OR EXCEED THE WIND LOAD
TYPE
SIZE
HEADER
W1140
FLA. PRODUCT
2011/151s11IPA RAN1111
TOTAL UNDER ROOF IbBB Bq.Ft.
loads for roof is 20 PSF.
SECTION R301 DESIGN CRITERIA AND
PRESURE
••
O
WINDOW - PLY GEM
SERIES 3153
25 AX SH ��
PRECAST LINTEL
-3,,0 PSP
PL14143-RI
INSULATED
38 63
L-4 DETAIL G
14
^�
I
O VERT. ROD
7 (TYP)
WINDOW - PLY GEM
(2)-25614
.xiJv •C Fli.l.<!f : d IiL OL,K r!'.t
�tr,�.�ru,�.�cr✓.�,r,es Jr�Glfrc,ar�:l.s�s
Wi7d,7 L WNG1927- 10
LU
6_0E
, YicN S" 1T1. t? PhuR.W c*u.
Cz4j4ovjW obi Loo?, F LNN,
IVdd t7 3TOJL � % j'� i/lNOO iV
...�...-.-..- .--•, . ...: -'�` —'�- r. r.' lx WlHaily :�vsc ..11 �. o,r.
' A'• •;i :. ''� � --- ,SPC cs- �
A
s"OVKeD v5u_ 1F U4 rfis
rtcr-1~ F•c.�4u•
./,�A/d 47 A1/1,1De7WJ' #4$10 ra•s!f
,or Z,,(;
zKazKaJ�NO .t,Ve$VA ra
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1Nr�µ y �A; PAW WdZ Cts
■F
ETI•(% SPA' -
GENERAL NOTES:
1) WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. SEE PAGE 5 FOR ADDITIONAL
DIMENSIONS NOT SHOWN ON FLOOR PLAN.
2) ALL INTERIOR WALLS ARE 2"X4" UNLESS OTHERWISE NOTED,
3) KITCHEN CABINET LAYOUT IS FOR REFERENCE ONLY,
THE CA51NET SUPPLIER TO PROVIDE A PRECISE
LAYOUT TO ,ALL CONTRACTORS.
4) ALL INTERIOR DOORS SIRE &'4" TALL UNLESS
OTHERWISE NOTED.
0
r=XTr=fRI0fR OPENING DET,41LS
TO MEET OR EXCEED THE WIND LOAD
TYPE
SIZE
HEADER
W1140
FLA. PRODUCT
2011/151s11IPA RAN1111
TOTAL UNDER ROOF IbBB Bq.Ft.
loads for roof is 20 PSF.
SECTION R301 DESIGN CRITERIA AND
PRESURE
APPROVAL If
O
WINDOW - PLY GEM
SERIES 3153
25 AX SH ��
PRECAST LINTEL
-3,,0 PSP
PL14143-RI
INSULATED
38 63
L-4 DETAIL G
}e . 6'r 8" � ', CD
^�
I
O VERT. ROD
7 (TYP)
WINDOW - PLY GEM
(2)-25614
PRECAST LINTEL
-314 PSP
FL14143-RI
ENCLOSED BUILDING 18. 18 AND HEIGHT do
SERIES 3153 INSULATED
1511X 63"
L-8 DETAIL "G"
EGRESS
SGD 6'-0"
WINDOW - PLY GEM
SERIES 4'180 INSULATED
6068 SGO
'i411X 81"
PRECAST LINTEL
L-8 DETAIL "C"
-3'.O PSF
FLi4634-RI
a
WINDOW - PLY GEM
SERIES 105FL INSULATED
3810 FIXED
PRECAST LINTEL
L-5 DETAIL"A"PL14144-RI
-39,6 PSF
44"X 12"
;;
WINDOW - PLY GEM
13 SH
PRECAST LINTEL
SERIES 3153 INSULATED
2011X 39"
L-2 DETAIL "G"
-31.6 PSP
FL14143-RI
WINDOW - PLY GEM
3410 FIXED
PRECAST LINTEL
O
SERIES 105FL INSULATED
40"X 12"
L-5 DETAIL "A"
-39.6 PSF
FL14144-RI
GARAGE DOOR
1O'-O"X1'-0"
PRECAST LINTEL
O
WAYNE DALTON
120"X84"
L-12 DETAIL "D"
-30.8 PSF
FL8248-RI0
8000 SERIES
DOOR-THERMA-TRU
FISERCLASSIC SERIES
3'-00X6'-8"
PRECAST LINTEL
0-5 "DB"
-3110 PSF
FL5891-R3
41"X 84"
DETAIL
COMP, SHINGLES OVER 015 PELT TO
COMPLY W/ ASTM D225 t ASTM 03462
15/32" COX OR 1/16"088
ROOF SHEATHING
SIMPSON CONNECTOR AT EACH
TRUSS AS PER CONNECTOR SCHEDULE
PROVIDE GUILD. PAPER OR
STEEL PLATE BETWEEN
TRUSS AND G.M.U. 0 1
METAL DRIP EDGE
- o
2X4 SPF SUB -FASCIA
W/ ALUM, FASCIA
NON-STRUCTURAL
VENTED ALUM. SOFFIT \
NOTE: All window and door measurements are approximate and Should be verified bg the
supplier/contractor as to the precise R,O,
PRE-ENGINEERED TRUSSES
24" O.G. SPACING
R-30 INSULATION MIN,
AT LIVING AREAS
CEILING HEIGHT
SEE ELEVATIONS
GEIL'G BOARD W/ 5d COOLER
NAILS OR GWB94 AT 1" O.G. SPACING
GROUTED BOND BEAM AT
TOP LINTEL BLOCK W/ 1-05
CONT. W/ 25" LAP MIN,
PRECAST HEADER OVER
OPEN'G (SEE FLOOR PLAN)
iVINOOW (SEE FLOOR PLAN)
PRE -CAST GONG. SIL
DECORATIVE CEMENTITIOUS FINISH INTERIOR SILL
OVER 8X8X% GONG. SLK. 1/2" GYP. BOARD OVER
VERTICAL ROD PLACEMENT3/4" P.T. FURRING W/
05 REBAR FROM FOUNDATION R 4.2 FOIL INSULATION
TO LINTEL W/ 25" LAP MIN, FOAM FILL AT 4" GONG, SLAB W/ PIBERMESH
FINISH EXTERIOR GRADE
HOLLOW SLK. OR 6X6 WWM OVER 6M VISO.
FIN. FLOOR
s • 4 • 4 • 4 • 4 •'
'4 Q'4 Q'4 `AIA
va D ,
p s a A
14a . 4 O
It 'ts' i, D
F10• • 4
16"X 20" MONO. POOTER
W/ 2500 PSI GONG, NCLEAN COMPACT
W/ 2-05 REBARS CONT, 16114TREATED SOIL
W/ 25 LAP MIN,
TYPICAL ONE STORY WALL. SECTION.
8"X8"X16" CONCRETE BLOCK WALLS / MONO, FOUNDATION
1'3 foa4R
r -ALL LAPS
w .wllnw
Y •
� �tmO1JREQ CELL W115
BAMR COW. FlWM
189AM T4 R0071Nb.
*w1odd-Down- Tie Beam
a
A/C
BEARING: WALL HEIGHTS
AREA
TABULATIONS
TO MEET OR EXCEED THE WIND LOAD
!1=1MV12 ffirldi
1851 Sq.Fl.
ENTRY
30 Sq.Ft,
•
2011/151s11IPA RAN1111
AREA
TABULATIONS
TO MEET OR EXCEED THE WIND LOAD
LIVING:
1851 Sq.Fl.
ENTRY
30 Sq.Ft,
GARAGE
301 Bq.Fl,
TOTAL UNDER ROOF IbBB Bq.Ft.
DESIGN
REQUIREMENTS:
TO MEET OR EXCEED THE WIND LOAD
1)
Live
loads for floors, decks
4 stairs is 40
PSF,
2)
Live
loads for roof is 20 PSF.
SECTION R301 DESIGN CRITERIA AND
33'-011
T.S. Chehal
I.WIND
DAIoMPH ULTIMATE WIND SPEW (VW)
P(V
Lleeneod Pro'eeefonal EngtnserAND
121-0"
531
2• RISK CATEGORY 2
}e . 6'r 8" � ', CD
^�
I
O VERT. ROD
7 (TYP)
Altamonte me Springe, FL FL 32114
3. WIND EXPOSURE - CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR
(401) 521-9551
ENCLOSED BUILDING 18. 18 AND HEIGHT do
Fax (401) 521-5434
EXPOSURE ADJUSTMENT COEFFICIENT 1S 1.40
EGRESS
SGD 6'-0"
PE 0040148
EGRESS
a
;;
IBEDROOM 2
BEDROOM I -.d
DINING
-
I II t II
,
I II � II i
_T
M
W
a�
3'-0"
4'-O"
ROD A
,4/C
ROD t SHELF
KITCHEN
SHELF
11'4 5< 10'-4" g
�9a
:n
r
�i���\ 1
—
C4
Mil
2 - 1rl
L- 1 LC 1 ^16 60
�'-4" —101
I� 6'-311 'tI O 3'-211
14'-411 12'-411
L
F:LOOR PLAN.
SCALE I/4" . i' -O"
NOTE: THIS STRUCTURE NAS BEEN DESIGNED
TO MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF THE 2010 FLORIDA
BUILDING CODE RESIDENTIAL EDITION
SECTION R301 DESIGN CRITERIA AND
INCLUDING ASCE7•10.
T.S. Chehal
I.WIND
DAIoMPH ULTIMATE WIND SPEW (VW)
P(V
Lleeneod Pro'eeefonal EngtnserAND
�►'-�
531
2• RISK CATEGORY 2
OR
^�
CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (1q
Altamonte me Springe, FL FL 32114
3. WIND EXPOSURE - CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR
(401) 521-9551
ENCLOSED BUILDING 18. 18 AND HEIGHT do
Fax (401) 521-5434
EXPOSURE ADJUSTMENT COEFFICIENT 1S 1.40
PE 0040148
r
DRAWN 15Y:
M. S, WEST
PAGE
4
FL,
DESIGN REQUIREMENTS:
I) Live loads for floors, decks 4 stairs is 40 PSF,
2) Live loads for roof i8 20 PSI=.
1 . . 1 . 1 + 1 + t 1 � { + 1 61 81t 1 + 1 • { . 1 + 1 , l + 1 ♦ 1-__-._�_. _ 1_ • { +
I , ' • 1 I 1 • 1 • • I I I{ 1+ , 1 1, ♦ 1 , I I 1 I v I ♦ I ♦ 1 , 1 , 1 r I ♦ 1 13 0
, I , t , I
♦ 1 + a ♦ 1 + 1 ♦ i + 1 �+� 1� { • { ♦ 1 , 1 ♦ 1 + 1 • 1 ♦ •' 1 ,' 1 + 1 +' 1 , 1 • 1 +
1 • ' • I I ' • 1 ♦ • 1 1 ,1 1+ +r 1 ,', ♦ 1 ♦ 1 , I • I ♦ 1 ♦ i , I r 1 1 , I , I , I , 1 , 1
4 + 1 + ♦ ♦ I • 1 �+-1� , 1 + 1 ♦ 1 + 1 ♦ 1 • 1 , 1 ♦ 1 + 1 ♦ 1 + 1 • 1 +
1 . I • 1 , 1 • ♦ 1 1 , 1 1, '1 I ., ♦ 1 • I , , ( , I , 1 • I , I I 1 1 1
• . • . 1
1 . 1 . + 1 + { + { + 1 '.- _ 1• • 1 + 1 + 1 + 1 . l + 1 . 1 , t , 1 + 1 . 1 + 1 + 1 + 1 1 + 1 . 1 +
. 1 . 1 . 1 • 1 . I • I I ,, 1, : 1 1, . 1 ♦ { • 1 , 1 , 1 , 1 , 1 , I , I , 1 , , , I , 1 , 1 , 1 , I , 1
0
fRIGHT ELEVATION
O
SCALE 1/4" = 11-011
0
FIN, FL.
I . I . 1 , I . ( . I . I , 1 , 1 v , I , 1 . I , 1 • I . I . 1 . 1 . 1 , 1 , 1 , 1 , 1 I
1 ♦ 1 + 1 ♦ 1 + 1 + , ♦ 1 ♦ 1 , 1 + + 1 + ♦ 1 , 1 1 + 1 + 1 + 1 , 1 ♦ + + 1 + 1 + 1 + { { + 1 ♦ 1 +
♦ • , , , , I 1 I I 1 I 1 (77�
1 . { ♦ 1 . + 1 . { + , + 1 , , . 1 . 1 , , 1 1 r 1 . ( . 1 , 1 . { + 1 , . , 1 . 1 . 1 , l . 1 . 1
1 , I • l , I , I , 1 , I , 1 , 1 , , • 1 , I , I , 1 I , 1 , I , I , 1 • 1 , I . 1 ♦ 1 . I , 1 , I , 1 (
♦ { + 1 + 1 ♦ t ♦ 1 ♦ 1 + 1 ♦ 1 ♦ 1 , 1 • 1 ♦ 1 + 1 ♦ 1 ♦ 1 + 1 ♦ f ♦ 1 , 1 + 1 + { + 1 , 1 ♦ 1 \ 1 ♦ 1 ♦ t ♦ 1 , 1 +
I , I , 1 , I , 1 , 1 , 1 ♦ 1 ♦ I ♦ 1 , 1 ♦ I • 1 , 1 , 1 , I , I , I I 1 1 1
• ♦ r ♦ , 1 , 1 , 1 , t , 1 , I , 1 1
LEFT
ELEVATION
SCALE 1/4" = V-011
ROOF VENTILATION CALCULATIONS
AREA OF SPACE VENTILATED a 1688
1658 a 150 z 11,25 MIN, AREA REQUIRED (FBC 88016,2)
& OFF RIDGE VENTS AT 3 Sq, ft. EACH n 18
103 11n, ft SOFFIT VENTING AT ,15 per 11n, ft, = 24,5
18 + 24,5 = 42.5 Sq, ft, OF VENTILATION PROVIDED
v&' cEMENTIr1ou& FINI&W
KELT / PAPERBACKED
LATW MATERIAL
LAPPED MOISTURE !BARRIER
(401182 MAP)
WOOD SHEATHING
CEMENTITIOU6 FIN164
CONCRETE BLOCK
OR SOLID CONCRETE
NOTEI
1) ALL EXTERIOR ACCES60RIE6 SMALL BE PYC
MATERIAL& CONFORMING TO ASTM STANDARD&
Dr184, 0976, 01063 AND 04916.
7) CALK ALL BUTT JOINT&, ENDS, ANGLES,
AND INTM600TIOM AT TIME OF INSTALLATION,
4)CONTROL BEAD WITH DRIP EDGE
N.T.S.
r=XTERIOR FINISHING NOTES
' 11tOOD
�
COMPOSITION SHINGLES OVER 015 FELT
1
OVER 15/32" 4 -PLY CGX PLYWOOD, OR
4
4
Dt►
'
AD.
t"
r
AT FRAME EXTERIOR AREAS.
4 A .
v&' cEMENTIr1ou& FINI&W
KELT / PAPERBACKED
LATW MATERIAL
LAPPED MOISTURE !BARRIER
(401182 MAP)
WOOD SHEATHING
CEMENTITIOU6 FIN164
CONCRETE BLOCK
OR SOLID CONCRETE
NOTEI
1) ALL EXTERIOR ACCES60RIE6 SMALL BE PYC
MATERIAL& CONFORMING TO ASTM STANDARD&
Dr184, 0976, 01063 AND 04916.
7) CALK ALL BUTT JOINT&, ENDS, ANGLES,
AND INTM600TIOM AT TIME OF INSTALLATION,
4)CONTROL BEAD WITH DRIP EDGE
N.T.S.
m
1 {
-
1
, 1
1
FL. '
i% � _ _•may
0
1
F -_
�e-�T•..r•r•..•
1 , 1
0 C3
� 1 1 ♦ 1 + 1 ♦ - . 1
1 ♦ • 1 , 1 , 1 � , 1 1 � �
1 I �
+
� 1 + l ♦ 1 • 1 ♦ 1 ♦ . . 1
+
1 , .
1 1
FRONt ELEVATION -
SCALE 114" . I'-0"
FIN. FL.
♦ 1 ♦
r=XTERIOR FINISHING NOTES
{ + 1 + 1 ♦ 1 - 1 ♦ + 1 + 1 ♦ 1
COMPOSITION SHINGLES OVER 015 FELT
1
OVER 15/32" 4 -PLY CGX PLYWOOD, OR
i/leo" OSB SHEATHING
2
1/8" TEXTURED STUCCO OVER GALV, WIRE MESH
1 \
OVER HOUSE WRAP OYER 1/2" EXTERIOR SHEATHING
AT FRAME EXTERIOR AREAS.
3
DECORATIVE CEMENTI"IOUS FINISH
OVER 8"X8"X1bll CONCRETE BLOCK,
4
4" ALUMINUM FASCIA OVER 211X4" P.T.
02 SPF SUB -FASCIA W/ALUMINUM SOFFIT
5
4" STUCCO BAND ARCUND WINDOW / DOOR
OPENING W/ SMOOTH OR SAND FINISH,
6
OFF RIDGE ROOF YEN" W/ 211X4" BLOCKING
SURROUNDING OUTER PERIMETER.
.�
PRECAST CONCRETE SILL PROJECTING 3/4"
BEYOND BLOCK FACE,
g
PRECAST CONCRETE SILL FLUSH
W/ BLOCK FACE, W/ BAND OVER
m
1 {
-
1
, 1
1
FL. '
i% � _ _•may
0
1
F -_
�e-�T•..r•r•..•
1 , 1
0 C3
� 1 1 ♦ 1 + 1 ♦ - . 1
1 ♦ • 1 , 1 , 1 � , 1 1 � �
1 I �
+
� 1 + l ♦ 1 • 1 ♦ 1 ♦ . . 1
+
1 , .
1 1
FRONt ELEVATION -
SCALE 114" . I'-0"
FIN. FL.
♦ 1 ♦
{ + 1 + 1 ♦ 1 - 1 ♦ + 1 + 1 ♦ 1
• 1
• 1 • ' • 1 � 1 , , , I , I
1 \
1 • 1 + l ♦ 1 ♦ 1 + 1 ♦ 1 + 1 ♦ l + t ♦ t + 1 +
FIN,
XLI
1
REAR ELEVATION
NOTE: THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF THE 1010 FLORIDA
BUILDING CODE RESIDENTIAL EDITION
SECTION 8301 DESIGN CRITERIA AND
INCLUDING ASCE 7-10.
1. WIND SPEED -139 MPH ULTIMATE WIND SPEED (Volt)
AND 108 MPH (Vtad)
1, RISS: CATEGORY 1
CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE
3. WIND EXPOSURE - CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR
ENCLOSED BUILDING ISA I AND HEIGHT A
EXPOSURE ADJUSTMENT COEFFICIENT 1S 1.40
SCALE 1/4" w 1t-0"
T•6, Chehal
Licenced Profebbtoal Engineer /-
891 South OR 434
Altamonte Springs, M 321114
(401) 821-5551 .
Pax (401) 821-3434
PE 0040'148
FL,
DRAWN BY:
M. S. WEST
PAGE
3
s
r
ow
jw
a
r
an
2X4 SPF 02 BLOCKING
AT 48" O.G. AT FIRST
TWO SPACES GABLE E
GING
BUILDING LENGTH
ROOF: SHEATHING LAYOUT
ZONE I ZONE 2
8d NAILS AT 4" O,C, OR ed NAILS AT 6" O.G. OR
EQUALIVALENT PNUEMATIC NAIL EQUALIVALENT PNUEMATIC NAIL
AT SUPPORTED EDGES AND AT SUPPORTED EDGES AND
BLOCKING AND 12" O,G. FEILD 12" O.G. FEILD FOR OTHER AREAS
FOR SHADED AREAS OF ROOF Q I OF ROOF
0
r
N
2X8 GYP 02 RIDGE"
(RIDGE TO BE ONE
SIZE LARGER THAN
RAFTER USED) /
2X4 SPF«2 COLLAR TIE AT
24" O.G. NAIL W/ 3.12d NAILS
AT EACH END
2X6 SPF 02 SLEEPER ATTACHED
TO EACH INTERSECTING ROOF
TIMBER BELOW W/ (2) 12d NAILS
LSTAIB AT EACH RAFTER -
TO ROOF MEMBER BELOW
OR TO 2X4 SPF BLOCKING
BETWEEN ROOF MEMBERS
2X6 SYP 02 RAFTERS
24" O,G. UP TO W-911 SPAN
(FOR LONGER SPANS GEE f
CONVENTIONAL FRAME CHART) 1
\ r
CONY. FRAMING VALLEY DETAIL
CONVENTIONAL
FRAMING SPANS
RAFTER SPANS
SCHEDULE
CEILING JOIST
2X6
12"O.C. 14'-911 MAX SPAN
I 1/16" OSB SHEATHING
2X6
16"O.G, 13'-B" MAX SPAN
OR 1/2" CDX PLYWOOD Q
2X4 16"O -C, 8'-1" MAX SPAN
2X6
24"O,C, II' -9" MAX SPAN
UPLIFT
2X4 2411O.C, 1'-3" MAX SPAN
11
♦ R/
12"O.C. 19'4' MAX SPAN
81MPSON
2X6 12"O.G. 14'-9" MAX SPAN
2X8
16"O.C, 11'-9" MAX SPAN
(10) IOd k I -I/2"
2X6 16"O.C. 12'-I1" MAX SPAN
2X8
24"O.C, 13'-211 MAX SPAN
HU826
2X6 24"O.C, 10'-6" MAX SPAN
ix
I2"O.C, 24'-10"MAX SPAN
pL3150
I _
2X10
16"O.C. 22'-1" MAX SPAN
TRUES TO BLOCK WALL
2X8 16"O.C. 16'-1" MAX SPAN
2X10
24"O.C, 18'4" MAX SPAN
QO
2X8 241104. 131-1" MAX SPAN
2X12
12"O.C. 26'-0" MAX SPAN
600 LBS
Q
2X12
1611O.C. 26'-O" MAX SPAN
t
2X10 16"O.C. 19'-9" MAX SPAN
2XI2
ROOF NAILING PATTERN(
(8) I(od
2X10 24"O,C. 16'-1" MAX SPAN
ZONE I - USE 8d COMMON NAILS AT 12" O.G. SPACING (FEILD)
—
AND 6" D.C. AT SUPPORTED EDGES
(ADD
ZONE 2 - USE 8d COMMON NAILS AT 4" O.G. SPACING (SUPPORTED EDGES)
—
AND 12" O.G. AT FEILD
ODD
PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS,
NAILED 4" O.C. AT EDGES AND 10" O,G. AT FEILD.
( SENCO 2-1/4"X .131 AND PASELODE 2-1/4"X .099 )
EXTERIOR WALL NAIL PATTERN(
1. PLYWOOD( (FEILD) USE 8d NAILS AT 12" O.G. SPACING
Z
(EDGE) USE 8d NAILS AT 6" O.C. SPACING (EXTERIOR WALL SHEATHING)
_
2ND FLOOR NAILING PATTERN(
USE 8d NAILS AT 6" O.G. SPACING AT EDGES (GLUE AND NAIL)
—
n
USE 8d NAILS AT 12" D,G, SPACING AT FEILD (GLUE AND NAIL)
INTERIOR CEILING BOARD NAILING PATTERN,,
N
USE Sd NAILS AT 1" O,G, SPACING
2X8 GYP 02 RIDGE"
(RIDGE TO BE ONE
SIZE LARGER THAN
RAFTER USED) /
2X4 SPF«2 COLLAR TIE AT
24" O.G. NAIL W/ 3.12d NAILS
AT EACH END
2X6 SPF 02 SLEEPER ATTACHED
TO EACH INTERSECTING ROOF
TIMBER BELOW W/ (2) 12d NAILS
LSTAIB AT EACH RAFTER -
TO ROOF MEMBER BELOW
OR TO 2X4 SPF BLOCKING
BETWEEN ROOF MEMBERS
2X6 SYP 02 RAFTERS
24" O,G. UP TO W-911 SPAN
(FOR LONGER SPANS GEE f
CONVENTIONAL FRAME CHART) 1
\ r
CONY. FRAMING VALLEY DETAIL
_o
1
N
141-411 121-411 1.411
ROOD TRUSS PLAN
SCALE 11411 = 11_011
CONVENTIONAL
FRAMING SPANS
RAFTER SPANS
SCHEDULE
CEILING JOIST
2X6
12"O.C. 14'-911 MAX SPAN
2X4 12"O.G. 9'-31t MAX SPAN
2X6
16"O.G, 13'-B" MAX SPAN
2X4 16"O -C, 8'-1" MAX SPAN
2X6
24"O,C, II' -9" MAX SPAN
UPLIFT
2X4 2411O.C, 1'-3" MAX SPAN
2X8
12"O.C. 19'4' MAX SPAN
81MPSON
2X6 12"O.G. 14'-9" MAX SPAN
2X8
16"O.C, 11'-9" MAX SPAN
(10) IOd k I -I/2"
2X6 16"O.C. 12'-I1" MAX SPAN
2X8
24"O.C, 13'-211 MAX SPAN
HU826
2X6 24"O.C, 10'-6" MAX SPAN
2X10
I2"O.C, 24'-10"MAX SPAN
pL3150
2X8 12"O.C. 19'-211 MAX SPAN
2X10
16"O.C. 22'-1" MAX SPAN
TRUES TO BLOCK WALL
2X8 16"O.C. 16'-1" MAX SPAN
2X10
24"O.C, 18'4" MAX SPAN
QO
2X8 241104. 131-1" MAX SPAN
2X12
12"O.C. 26'-0" MAX SPAN
600 LBS
2X10 12"O.C. 22'-9" MAX SPAN
2X12
1611O.C. 26'-O" MAX SPAN
SIMP80N
2X10 16"O.C. 19'-9" MAX SPAN
2XI2
24"O.G. 21'-411 MAX SPAN
(8) I(od
2X10 24"O,C. 16'-1" MAX SPAN
NOTE: ALL SPANS BASED ON 02 SOUTHERN YELLOW PINE,
DESIGN LOADS OF 20 PSF - LIVE LOADS
10 PSP - DEAD LOAD
_o
1
N
141-411 121-411 1.411
ROOD TRUSS PLAN
SCALE 11411 = 11_011
NOTE: ALL TRUSSER CONNECTED TO BLOCK WALLS W/ SIMPSON HETAI& UNLESS OTHERWISE MARKED.
DESIGN REOUIREMENTS:
1) Live loads for floors, decks 4 stairs is 40 PSF.
2) Live loads for roof is 20 PS1=,
12
1 �8110.H.
ROOF
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 7.10.
1. WIND SPEED -139 MPH ULTIMATE WIND SPEED (Volt)
AND 101 MPH (vud)
2. RISK CATEGORY 2
CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE
J. WIND EXPOSURE - CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR
ENCLOSED BUILDING IS .1 S AND HEIGHT &
EXPOSURE ADJUSTMENT COEFFICIENT IS IAO
PLAN
SCALE 1/411 a 11-011
T,S. Ghehal
Licenced Professional Engineer
631 South OR 434
Altamonte Springs, FL 32114
(401) 521-5551
Fax (401) S21-5434
PE 0040148
O.H,1
DRAWN BY:
M. S. WEST
PAGE
0
s
s
or
or
1•--j
U
CONNECTOR
SCHEDULE
PRODUCT CODE
CONNECTION ACHIEVED
UPLIFT
FASTENERS
FL APP. •
Q
81MPSON
HETAI6
TRUSS TO BLOCK WALL
1E09 LBS
(10) IOd k I -I/2"
FLI901
Q
81MPSON
HU826
TRUSS TO GIRDER/BEAM
1£60 L88
(14) 16d
pL3150
81MP80N
(2) HETAI6
TRUES TO BLOCK WALL
2570 LB8
(I4) Ibd
FI -11501
QO
SIMP80N
HZ.5A
TRUSS TO GIRDER
600 LBS
(10) 8d
FL414
Q
SIMP80N
HU826-2
TRUES TO GIRDER
1080 L88
(8) I(od
F1.3150
NOTE: ALL TRUSSER CONNECTED TO BLOCK WALLS W/ SIMPSON HETAI& UNLESS OTHERWISE MARKED.
DESIGN REOUIREMENTS:
1) Live loads for floors, decks 4 stairs is 40 PSF.
2) Live loads for roof is 20 PS1=,
12
1 �8110.H.
ROOF
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 7.10.
1. WIND SPEED -139 MPH ULTIMATE WIND SPEED (Volt)
AND 101 MPH (vud)
2. RISK CATEGORY 2
CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE
J. WIND EXPOSURE - CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR
ENCLOSED BUILDING IS .1 S AND HEIGHT &
EXPOSURE ADJUSTMENT COEFFICIENT IS IAO
PLAN
SCALE 1/411 a 11-011
T,S. Ghehal
Licenced Professional Engineer
631 South OR 434
Altamonte Springs, FL 32114
(401) 521-5551
Fax (401) S21-5434
PE 0040148
O.H,1
DRAWN BY:
M. S. WEST
PAGE
0
s
s
or
or
1•--j
U
33'-
O"
12'-0'l
0,1
!.1*— 6 -8" —moi 3'-4"
SERVICE BY POWER CO.
(UNDERGROUND OR
OVERHEAD)
l
141-411 iipl-o 12'-4" L
-411 --- w
El�
PRECISE PLAN MEASUREMENTS.
SCALE 114" a V-011
GENERAL CODE NOTES
1) Electrical to most 2008 National Electrical Code / NFPA 10.
2) Plumbing to most 2010 Florida Building Code Plumbing.
3) Mechanical to most 2010 Florida Building Code Mechanical,
4) Building to most Florida Fire Prevention Code 2010 including
"Florida Amended" version of the 2009 NFPA-1 - Uniform Fire
Code 4 the 2009 NFPA 101 - Life Safety,
METER/MAIN
COMBINATION
BOX MAY BE USED
C
O MAIN
DISC
DIBG.
METER 150
BASE = AMP
EXTERIOR --- SIF— INTERIOR
I
I
(3) 2/0 ALUM.
(1) 1/0 ALUM,
PANEL
AT 1 --310010 COPPER TO A/C COMP.
REQ'D
L-21/2" CONDUIT
BETWEEN BOXES
(2) 410 COPPER
PARALLEL IF SEPARATE
BOXES USED
s4 GROUND W/ (2) 5/8" RODS 8' DEEP
RODS &' APART
ADDITIONAL
ELECTRICAL
PANELS AS REQ'D
(20 CIRCUITS) TYP.
PANELS 014 COPPER TO LiGHTS
AT 4 OUTLETS
INTERIOR_� 010 COPPER TO WH
AS REQ D
150 AMP 01 08 COPPER TO RANGE
(ALUMINUM WiRING MAY BE
2/0 ALSER SUBSTITUTED PER CODE)
ELECTRICAL RISER DIAGRAM
NTS
ELECTRICAL. LOAD DE LAND CALCULATIONS
GENERAL LIGHTING 6 3VA(FT.�t
1688)_ 5064
SMALL APPLIANCE CIRCUITS
4500
DRYER
5000
LUANDRY CIRCUITS
1500
DiSHWASHER
1200
DISPOSAL
1000
REFIGERATOR
1500
OVEN
12000
WATER HEATER
5000
OTHER
10000
M
VA
v,a
VA
VA
VA
VA
VA
VA
VA
FIRST 10,000 VA 0 10096 10000 VA
REMAINDER 0 40% (36164) 14105 VA
i -AIC 4 HEAT a 40%, 15000 6000 VA
TOTAL VA 240V_(3011 121.94 AMPS
GENERAL ELECIRICAL NOTES
1) ARC -FAULT INTERRUPTER, COMBINATION -TYPE TO BE USED AT THE
FOLLOWING: BEDR00MS, DINING, LIVING, STUDY, HALLWAYS, CLOSETS
OR SIMILAR ROOMS, TO PRIVIDE PROTECTION OF THE BRANCH CIRCUIT.
2) GFI OUTLETS: GARAGES, BATHS, KITCHEN AND OUTDOORS,
3) SMOKE DETECTORS TO BE INTERCONNECTED TO SOUND JOINTLY.
ELECTRICAL SYMBOLS
609-
WALL SWITCH
110V OUTLET (tamper-resistant)
�-
THREE WAY SWITCH
11CV G.F, I. OUTLET
QD
Si~OKE DETECTOR
FAN / LiGHT C0MBINATI0N
®
PULL CHAIN LiGHT
0
CEILING MOUNTED LIGHT
I®
WALL MOUNTED LIGHT
VANITY LIGHT BAR
0
RECESS CAN LIGHT
1
TELEPHONE JACK
VOY
220V OUTLET
Q
WEATHER PROTECTED OUTLET
®
ELECTRICAL PANEL
CEILING FAN W/ LIGHT
Io-
CABLE TV JACK
Cb
OUTDOOR FLOOD LIGHTS
0
METER BASE
CARBON MONOXIDE DETECTOR
This diagrametric plan Is intended to show lighting
and convenience outlets only. T.S. Chehal will bear
no responsibility for Its accurancg. It IS the
electrical contractor's respomalbility to verify
the requirements and location of all electrical
equipment and provide and install complete
electrical service as required. Electrical
contractor to submit electrical plan and pull
permits as required.
■
■
r=LECTR,1, L PLAN
NOTE! THIS STRUCTURE HAS BEEN DESIGNED
TO MEET OR EXCEED THE 1V1ND LOAD
REQUIREMENTS OF THE 2010 FLORIDA
BUILDING CODE RESIDENTIAL EDITION
SECTION 8301 DESIGN CRITERIA AND
INCLUDING ASCE 7.10.
1. WIND SPEED - 139 MFH ULTIMATE WIND SPEED (Volt)
AND 108 MPH (Vasil)
2. TUSK CATEGORY 2
CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V)
3. WIND EXPOSURE ■ CATEGORY C
4. 04'TWAL PRESSURE COEFFICIENT FOR
ENCLOSED BUILDING iS .18 AND HEIGHT 8
EXPOSURE ADJUSTMENT COEFFICIENT 19 1.40
SCALE 1/4" a 1'-O"
T.S. Chehal
Licenced Professional Engineer
581 South SR 434
Altamonte Springs, FL 32114
(401) 521-5991
Fax (401) 521-5434
PE 0040148
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it
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3
W
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DRAWN BY:
M. S. WEST
PAGE
5