HomeMy WebLinkAbout1500 W 15 St (2)t, Y�
`1
IJ D, z 2014
jUL M4
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
5'(0
Application
Application No:`"" Documented Construction Value: $ I�
Job Address: <<_, � V�� r ,_) PP� Historic District: Yes ❑ No IE
Parcel ID: Jam'' "! —CKW - d JX_ Zoning:
Description of Work:
Plan Review Contact Person: I\/1(,(V`f,I G� LUYiI t�.ti,G��k� 'Title: � �/ i
Phone: t`��' tlr00 l b Ili
Fax:,111-056���� E-mail: 1W, en'��i! fl 0111h (SYN &lin
Property Owner Information 66�
Name , I .i �{�L. l.�i(V111.V Phone: �Y(�.�Q_ .�CI c�
Street: 1,5010 1 1'64� .. 5(1504 Resident of property?
City, State Zip: 9'1'f1Nl
Name ; ,h
K�II
Street: Q0
City, State Zip:
Name: �(_.jji
. !1
Street:? I
C�
City, St, Zip:
Contractor Information 40'
LL(";Phone: G�IL�J'
7� J Fax:
State License No.: ("ric
Ar�.hi# :ct!Engineer Information
Phone: (U7
Fax: ��� �ri�"�ry'`i
14 E-mail:
Bonding Company: t t � h_' ->f /IV I N`�Cij P1 H k_ -M
/A (
Address: ` 1�/'/,o(
' 1�CJ' \f '���o v)
I I 'q r)I�
Address:
Lender:
PERMIT INFORMATION
Building Permit (;ri �-• � r�
Square Footage: I :��" Construction Type: 11,i 60 No. of Stories:
No. of Dwelling Units: Njo T Flood Zone:�� j�
Electrical Ef Plumbing d
New Service — No. of AMPS: i � � New Construction - No. of Fixtures:
Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: 1\10
0
O
I
6
I
C)
I
io
30,01,
20'-0" -
. -p" 5'"0" 5'-p" 5'-0" 5'-0"
N Q
_
............... ...........®.................................. d . o
1 ---------- - - - - - - -------•----___---- ----- i � cv
N
CN a
1 I
1 Filled Oell w/1-#5
i1;`.j.Rebar Typ,
42 x42 K3�!.. I _ 1
Cone. Slats;:' . ' . j 0' I i o0
1 oil,
c-
is 0.
......................... . _......._.
------------
N.
---- I )bpi
1 _ : C
C
I x
\4" PVC. I �
AIC c��
16'.:..2^; \ I Ca
to Q
14'_9" 2'.- 11
,I;k C) OI ¢ i cv ca
1
I I
-
to
I I
"(' 'FEl. CONCFETE SLAD, ?500 PSI MIN W1
( FIBERI`lE5H OR 6x6-10110 (V -W. I-IESH SUPPORTED ON
CHIAIFS o 3' G.C. EW. OVERC, NIL VAPOR BARRIER 1 Q
t CI -FAN, COMPACTED, TEFTllTE TREATI 1) FILL T
II III I_ � (T- ) ALL SLABS
I I
V"< --A
Rebar Typ.
I
I I
L. ------
- _________' _ - - -� ____ 1
....... ... . ------ ...,. -•--------------..—. - f
5
Q
donc, Slab
4'--1" S-10" 5'-2" 3'-10" 5'-2" 3'-10"
30'-0"
FOUNDATION PLAN
65 REINF. OAP T�II
ut II
PIN. FL.R.
II
I to
I( 2 #5 CONT. II 1 Q p
CO
II - Bit COVERAGE
MIN, (TYPICAL.)
3' COYEiRGC
PiRI rrrP(call`�`_ 7 „ I 'S'a CONT
GARAGE CURB
T " tj, Y l Tlh!O NON—LOAD BEARING INT
�1 `I—TO°I(OOTIN+arRAE CURS ��WI,P_DOWN FOOTER
SCALE; 1/2" = 'I'-0" SCAB :=1/2'CALE: 1/2" = 1'-0"
Footings have been designed for a
soil bearing pressure of 2000 PSF
IF A DOWEL IS' MISSED, APPLY W/ EPDXY
(SIMPSON #ET) W/6" EMBEDMENT. DRILL 3/4'
DIAMETER HOLES FOR #5 DOWELS.
0
I
0
C
IO"
c� 05 CONT..3" COVERAGE
MIN. (TYPICAL) 1611
30'-O"
BUILDING AREP SQUARE FOOTAGE CALCULATIONS
ARE DONE BY THh' ARCHITECT. /DESIGNER. T.S.
CHEHAL, PE. WILL BEAR 110 RESPOITSIBILTY
FOR ACCURACY. BUILDER/OWNER TO VERIFY THAT
THE C.ALCUI:ATIONS ARE CORIcECT.
B FLOOR PLAN
114,1 — 1,-0„
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEEII THE WIND
LOAD REQUIREMENTS OF THE 2010 FT.ORIDA BUILDING CODE RES]:DF,NTIAL
EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 7-10.
1. WIND SPEED- 139 MPH ULTIMATE WINO SPEED(Vult)ANI) j0".jPH(Vasd)
2. RISK CATEGORY 2
CONSTRUCTION TYPE= SINCI.$ FAMILY RESIDENCE(V)
3. WIND EXPOSURE= CATEGORY C
4. INTERNAL PRESSURE COEF'F'ICIENT FOR ENCLOSED BUILDINGS IS .IB AND
HEIGHT G EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
!�
goMONO
R
1
00
N
T/
C�ryQ
REVIEWED FORRCDE COMPLIANCE
PLANS MINER
DATE
RECORD COPY
SAINFORD BUILDING DIVISION
t IMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
Cr)nE5, NOR SHALL ISSUANCE OF A PERMIT PREVENT
I HE BUILDING OFFICIAL FROM THEREAFTER
`:SQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
wILDiNC
SANFORD
6, 14-2 7n�tFtTM`��� -
T. S. ,aaehal
License,!professiornal E:lgineer
531 S, S,R, 434
Rltamontn.S?:info, FL ;i271�
(Q97)521-5557
VAX(407)521-•5434
PE 0040749
10'-0"
II
201_0„
CO
ct
U)
AREA CALCULATIONS
Living 983
0
`~
q)
LL
LL
Garage 227
[ a %� w)
(- —
_
— ^ ~oo X —
®
�
M
Total 1210
❑
a
I
I
x E
-a cv o
a c o
vH �'�
o
U
1
N
®
H
r Q
O �Tti
(.5Z
L.
4-1
H\T
.p .+0-1 a. I
'='bA 7 bA O
I
D
Q
..,..,I
_j
p
O d
W
vo
�n 00 t
I
w
ip 1-'
x 0
O
ao K1
I
o
vi F22" 3�"(
'D Q A !Atti Acd
1
cV `
a
Q
I
Eield Locj A
=
— Q cu
UO
00i
6'
'119V
-_
IN
D i
V--0 1
8
x 1 --- ( I
'u�
Ref.
Range I
w/Micro j
n
8
\
12'-0"
i i W 1 6'-914"
9'-10 ,. �_..
KITCHEN
BEDROOM
#1 1R&lstr
$'—o" FLAT
CLG.to
(�
J�7
r8'-0" FLAT CLG. a
Lill
in
II
2468
CA
00I
4 SH AC -
'9
N
Ll EN
2x8 Wall
Q
0
Va
O
N N
$n
I 9.-24„
3'_54" 3'-3/' 3'-61„to
g, 1
c�e-55
C
2868
[(,,
Ca
GREAT
ROOM
(�I
N U) II
2068 V)
8'-0" FLAT
CLG.
II
BEDROOM
W2
co
co
8'-0" FLAT CLG. T II
-v
II m
2468 II to
8„
®
12'-0"
14'-44"
2'-34"
*+
0)
I
25 SH
3a,1 PS I�
5
--30. g ?5
Sill---
F
6'-0"
6'-0"
30,-01,
BUILDING AREP SQUARE FOOTAGE CALCULATIONS
ARE DONE BY THh' ARCHITECT. /DESIGNER. T.S.
CHEHAL, PE. WILL BEAR 110 RESPOITSIBILTY
FOR ACCURACY. BUILDER/OWNER TO VERIFY THAT
THE C.ALCUI:ATIONS ARE CORIcECT.
B FLOOR PLAN
114,1 — 1,-0„
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEEII THE WIND
LOAD REQUIREMENTS OF THE 2010 FT.ORIDA BUILDING CODE RES]:DF,NTIAL
EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 7-10.
1. WIND SPEED- 139 MPH ULTIMATE WINO SPEED(Vult)ANI) j0".jPH(Vasd)
2. RISK CATEGORY 2
CONSTRUCTION TYPE= SINCI.$ FAMILY RESIDENCE(V)
3. WIND EXPOSURE= CATEGORY C
4. INTERNAL PRESSURE COEF'F'ICIENT FOR ENCLOSED BUILDINGS IS .IB AND
HEIGHT G EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
!�
goMONO
R
1
00
N
T/
C�ryQ
REVIEWED FORRCDE COMPLIANCE
PLANS MINER
DATE
RECORD COPY
SAINFORD BUILDING DIVISION
t IMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
Cr)nE5, NOR SHALL ISSUANCE OF A PERMIT PREVENT
I HE BUILDING OFFICIAL FROM THEREAFTER
`:SQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
wILDiNC
SANFORD
6, 14-2 7n�tFtTM`��� -
T. S. ,aaehal
License,!professiornal E:lgineer
531 S, S,R, 434
Rltamontn.S?:info, FL ;i271�
(Q97)521-5557
VAX(407)521-•5434
PE 0040749
1j
T LL
h
L
O
Q z
®
LO CO
T-1
revisions:
date: drawls by:
_
designed by:
drawn by: mje
checked by:
date: 06/24/2014
sheet:
Al
ct
U)
0
q)
LL
LL
C)
00
®
�
M
0
o
U
1
N
_j
(.5Z
L.
4-1
I
/0
..,..,I
_j
p
1j
T LL
h
L
O
Q z
®
LO CO
T-1
revisions:
date: drawls by:
_
designed by:
drawn by: mje
checked by:
date: 06/24/2014
sheet:
Al
ct
0.
0
LL
LL
1j
T LL
h
L
O
Q z
®
LO CO
T-1
revisions:
date: drawls by:
_
designed by:
drawn by: mje
checked by:
date: 06/24/2014
sheet:
Al
12
4
12'
4
FRONT ELEVATION
-f/4 1 '_0
REAR ELEVATION
/4,) _ 1,_ Off
Off -Ridge Vent
8'-0" TRUSS-BEARIN__G
6'-8" WIND. HGT
o' -o" F.F.
8'-0" TRUSS BEARING
6'-8" WIND. HGT._
0'-0" F.F. _ —
Asnhnlf ShinnlRa
Te_x,
Stucco Over Block
_3��$Gonc. Slab=
LEFT SIDE ELEVATION
J/
4 _ 1 f�Q„
FV_ T_ -
Asphalt Shingles
8'-0" TRUSS BEARING
6'-8" WIND, HGT.
3.-O,t
� _i_ 0'-0"_F_F• - - —14Y.
8'--0" TRUSS BEARING
6'-8" WIND. HGT_ _e
' Stucco Over Block
DODD
�3}L"
Conc. -Slab - -- -- -- -- -- - -- -- - - -- 0'-0" F.F.
- - - -,}
RIGWT SIDE ELEVATION
— NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIM
'/ OLOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL
EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10.
I. WIND SPEED- 130 MPH ULTIMATE WIND SPEED (Vult) AND 108MPH(Vaed)
2. RISK CATEGORY 2
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE(V)
3. WIND EXPOSURE= CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND
HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 ,
"� \ �� u� �•r--�, i_ fit.' Ko v
- Pia vi \ . 5 ej r__ 'F
(Z0 ok v
B ROOF PLAN
1 /4311-- 0"
rti.55 'Lcx'�'2 w-\-
SANFORD
O�"A
� 76
T. S. Cheha,L
Lf•aen�ed •Pr6Pem3,lone,1. Fayinaer,
S,It, 434 '
rataaicnte Snrincrs, FL 32714
(407)321-5557
F'AX(4U7)57.1-5434
PE 0040748
I—
U)
LL
LO ry/
r 0
LL
0z
O <
C)
revisions:
date: drawn by:
designed by:
drawn by: mje
checked by:
date: 06/24/2014
sheet:
A2
o C- y
(U
6
LO
0
LL
Z3
0
ULO
�
o
O
N
_J
Z
O
U
_
I—
U)
LL
LO ry/
r 0
LL
0z
O <
C)
revisions:
date: drawn by:
designed by:
drawn by: mje
checked by:
date: 06/24/2014
sheet:
A2
o C- y
:)
ELECTRICAL PLAN
A1 ,) — 1 0,;
ALL DLTECTORS SHALL BE SMOKE/CARBON NIONOXIDE WNW
ALL NON-GFI OUTLETS TO BE ON ARC FAULT INTERUPTERS AND TAMPER PROOF
GFI OUTLETS OUTDOORS, GARAGES AND KITCHEN/BA`T'HS.
ALL ELEC MICAL TO BE IN ACCORDANCE WITH 2008 NEC
NOTES: _ ..-----
1. ALL OUTLETS LOCATED IN GARAGES, KITCHENS, BATHROOMS AND
OUTDOORS TO BE GROUND FAULT CIRCUIT INTERRUPTERS (GFI).
2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES
AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR:
SWITCHES ...................... 42"
OUTLETS ........................ 14"
TELEPHONE .................... 14" (UNLESS ABV COUNTERTOP)
TELEVISION. .................... 14"
LIGHTS ABV VANITIES.,.. 86"
3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL
POWER SOURCE AND SHALL BE EQUIPED WITH A MONITORED BATTERY
BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
4. ALL NON-GFI OUTLETS TO BE ON ARC FAULT INTERRUPTERS (AFCI).
5. UNLESS OTHERWISE NOTED, FAN/LIGHT KITS AND CEILING LIGHT
PPP PPS TO BE CENTERED IN S
ELECTRICAL TICAL KEY
�T
SINGLE_ POLE OUTLET
2,949 Va
DUPLEX CONVENIENCE OUTLET
3,000 Va
DUPLEX OUTLET ABOVE COUNTER
IQ WP
WEATHERPROOF DUPLEX OUTLET
lhrtL GFI
GROUI`JD-FAULT CIRCUIT ---INTERRUPTER
5,000 Va
DUPLEX OUTLET
5,000 Va
HALF -'SWITCHED DUPLEX OUTLET
1,440 Va
SPECIAL PURPOSE OUTLET/JUNCTION BOX
4Q__DUPLEX
OUTLET IN FLOOR
220V
220 VOLT OUTLET
12
OVERHIEAD DUPLEX
i Q OAC
ROUGFi DUPLEX OUTLET
Idd
ABOVE. UPPER CABINETS
General Load
UCL
FLUORESCENT UNDER
I
I 10,000 Va
Ge,ne.ral Load — 10,000 Va Ca,) 40%
CABINhT LIGHTING
�64
WALL SWITCH
3
THREE-WAY SWITCH
4
FOUR --WAY SWITCH
- R
RHEOSTAT SWITCH
DM
DIMMERSWITCH
OO
REINFORCED JUNCTION BOX
-
CEILING MOUNTED INCANDESCENT
1--
LIGHT FIXTURE
"r'-
WALL MOUNTED INCANDESCENT
M•I I , 03
LIGHT FIXTURE
I
RECESSED INCANDESCENT LIGHT FIXTURE
_ -...
RECESSED ADJUSTABLE EYEBALL
3n3 i
3'119
._..-511
INCANDESCENT LIGHT FIXTURE
_(�>Pc
INCANIDESCENT LIGHT FIXTURE
_
WITH PULL CHAIN
�(S)
EXIT LIGHT
a
EMERGENCY LIGHT
------
L<_,=_____=_,
----
FLUORESCENT LIGHT FIXTURE
FLUORESCENT LIGHT FIXTURE
WITH PULL CHAIN
TRACK LIGHT
71
d i t2 vJ
9'•0
a
EXHAUST FAN (VENT TO EXTERIOR)
EXHAUST FAN/LIGHT COMBINATION
(VENT TO EXTERIOR)
-- -- - - -,.
EXHAUST FAN WITH HEAT LAMP
II•s
(VENT TO EXTERIOR)
CH
CHIMES
PB
PUSHOUTTON SWITCH
SD
SMOKE: DETECTOR/"rbo�
HD
C�^tib�
HEAT DETECTOR
THERMOSTAT
0 SPEAKER
b TELEPIHONE
IA COMPUTER
Tv TELEVI SION
ELECTRIC METER
t,. ELECTRIC PANEL
CEILING FAN
(PROVIDE ADEQUATE SUPPORT)
CEILING FAN WITH INCANDESCENT
LIGHT FIXTURE
(PROVIDE ADEQUATE SUPPORT)
PACE PROVIDED.
6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE Exterior Interior
THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH ALL CURRENT
NATIONAL, STATE, AND LOCAL STANDARDS, CODES, AND ORDINANCES, 4/0 ALSER (200 AMP)
7. EVERY BUILDING HAVING A FOSSIL FUEL BURNING HEATER OR
APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN
OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF Verify Service Requirernent-
EACH ROOM USED .FOR SLEEPING PURPOSES,
8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING
WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY.
SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION Main
SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A Disc
NATIONALLY RECOGNIZED TESTING LABORATORY.
9. ELECTRICAL METER LOCATION TO BE DETERMINED BY OWNER, Combo Box
ELECTRICAL CONTRACTOR, AND POWER COMPANY AND IS ESTABLISHED IN
THE FIELD.
10. LOCATION OF TV'S, PHONES, SPEAKERS, VOLUME CONTROLS, AND
SECURITY SYSTEM (IF APPLICABLE) TO BE LOCATED BY THE STRUCTURED U.G. Service By—W
WIRING COMPANY, Power Company
This diag--tic plan is intended to :how lighting
and convienence outlets only- T.s.Chehal will bear.
no re:ponsibity to its accuracy. It is tr-
...
ha
electrical contr-t-1 re sponsiblity tv verify
the requirements and lecations oP all electrical.
equipment and provide and ins all complete -
electrical service - required. Electrical
contractor - -mbit electrical plan and pu11.
permit as required. -
/14 Copper To Lights -And Outlets
x!10 Copper To WH
#8 Copper To Range
(Aluminum Wiring May Be Substituted
Per Local Codes)
Meter A/C
DISG
Inllerior
panel
I
- TYP. Electric Panel ADD'L Panels As Req'd
(30 Circuits) (20 Circuits) TYP
�4 Ground- (2) 5/8" Rod, 18' Deep
4-V� ,.a -Vo Fq r
Hectricd Riser Diagram
INTEL PLAN
D_�,
�4FF = V-0
— 0"
Load CalculatiOIAS
1500 W. 15"' St., Saul'ord, FL
983 Sq. ft. 3 Va
2,949 Va
Special Appliaerec
3,000 Va
Laundry
1,500 Va
R arige
12,000 Va
\Vater Heater
5,000 Va
Dryer
5,000 Va
Dishwasher
1,440 Va
Disposal
720 Va
Microwave
1,440 Va
Garage Door Opener
720 Vel
Pool
Idd
I VA
General Load
33,769 Va
--
1" 10,000 Va ((-i? 100%
I
I 10,000 Va
Ge,ne.ral Load — 10,000 Va Ca,) 40%
9,508 Va
Net General Load
19,508 Va
colidellsillo Unit
7,200 Va
Air 1-farrdler
I
6,500 Va
Total Service VA
33,208 Va
/ 240 Volt = 150 Atri ps
___ -139
QUALITY PRECAST COMPANY
"STRONG" ON SERVICE
P.O. Box i'1 - Brandon, Florida 33509-001.1
TAMPA DISTRICT ORLANDO DIS-I-RICT SPRINGHILL DIS-I-RICT
DISPATCH DISPATCH DISPATCH
813.885.5815 Hillsborough 4U7.87/.1000 Mutro Orlando 352.796.2J01
727.821.8227 Pinellas 380.228.21'12 VOIUSIa
--- ---•361,125.3070 Polk
-�-` lVYVYV.C('LfCllty�tJI"GCCL,S't.CU7Y2
Dl:i'fRIBIIfURS FOR:
LOTT'S CONCRETE PRODUCTS, INC. COMMERCIAL CONCRETE PRODUCTS, INC./ WEKIWA CONCRETE PRODUCTS
FL 6092 QUALITY PRECAST CO. FL 1418 - RI
FL 1774 - RI
i pNIEL
r1G
I
CUAR
L.MEL
U%'-
gdFE
a' z 16' CC111`05HE
rAgLE
L0 r UFLIFi
LOADS (PLF?
LINTELS
tart-"vltr
34E LOAD
-•-`— --
aUU
J
I
Pf CJI
_
I,Tf�D
.
(1)
O
Idd
hl 5 1 4'-8
rl I 3_ t
3`i'
Prncasl -
r-
babi _I
i'•;�'
Pryc]s
0
Q
4-1
0
LL
7D
0
I•i 3 I c 4
�'•d'
Pr-yCJsl
1--
O
U
M•I I , 03
-
v
.
1 Prsc lot_JN,
..� _
_
..
_ -...
3n3 i
3'119
._..-511
Q
a
_
8
b
0 4
P a ]s
h1• V I 3'4
-
71
d i t2 vJ
9'•0
a
-
-- -- - - -,.
II•s
13 35
125-1
----- -----
rt 2� t I 3'
f
M-? L I, .4'
1.1.45 � 9-.I'
M-2 r0'•:4,
13'
----
IS' D
-�ha_d
.- 'a' a
F slr�ss^••1
Frs3t s sd
Frstr•vss d
rr ;tr ss d
y._
....
- ____-
_� - - _.W
.. _
� `�
_.
_ --_... _
_�_
llzo_
.a? -
_ 3_9 _.`
-
-_—__-
_.
_.-T
f1-41
--
----I
-
I 41.4•
rl '3 T?
h1
?^J D
�r suss �
-
-_��....
,17
—_-_
2 _� ?d' O'��27
3
Fra r ,_d_�_--.
•�_..-'�`_j
f1AFF, loth ..l rLc4R DccR ItI LQIt_
rlp L?ISG'•, I 5P -t; i'LE I rrac
D -i _ .i'•J' 1 3_4'
SECURE CONDENSOR UNIT AS SHOWN- W/ 2 - 3Wx-I 'rja"
WEDGE ANCHORS
FACTORY KNOCK
OUT PLUGS
CONDENSOR HOLD DOWN DETAIL
T;:_.LE fig. 13
GR-:VITT1 UPLIFT 5E.F5 1 0495 (FLF)
a' x V RcCc35 DOGR HEADER
M
1.7' RECESS
QUA LME
511 U P
SPECIFf ED C0r`IF=051TE Lli-ITEL
t7._1�"1 rr IS
THE NINIt-iUM AGCC EF'TABLE. 1r1-rr cx-rRA
CCUF',SEO OF FLOG A EovE LINTc.L Af<E
AGCcFTABLF 5 L_OT`IC AS ALL. GCURSES
ABOvE F .C. LINTEL. AF!H FILLED UJ/GROLIT.
H(WE1/EFS-,, IF TOTAL. COr-11`0SITE LINTEL
EXCEEDS 48' DEPTH, APPLY Ll-c-5LOC}C
LIN"FEL W/(I) —�) EAC -H ADD'L. 24' HEfC.H-r
2 - 3/8^ x 1 - 7/8'
NDENSOR UNIT
NOTE: THIS S'T'RUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND
LOAD REQUIREMENTS OF THE 201U FLORIDA BUILDING CODE RESIDENTIAL
EDITION SECTION R301 DESIGN CRI'T'ERIA AND INCLUDING ASCE 7-10,
1. WIND SPEED= 139 hLDH ULTIMATE FUND SPEEDWult)AND 1081411H(Vasd)
2. RISK CATEGORY 2 1
CONSTRUC'T'ION TYPE= SINGLE FAMILY RESIDENCE(V)
3. PIIND EXPOSURE= CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS ,18 AND
HEIGHT 6 EXPO.5VRE ADJUS'TMEl'IT COEFFICIENT IS 1.40
T.S. Chehal
Licensed Professional Engineer
531 S., S. R. 434
Altamonte Spriup.s, FL 31-714
. (407)521-557
FAX(407)521-5434
PE 0040746
0
LL
U)
revisions:
date: drawn by: 1
designed by:
drawn by: mje
checked by:
date: 06/24/2014
sneer.
A3
c�� y
U
J
J
U_
(1)
O
O
(-'-
C0
(Y)
0
Q
4-1
0
LL
7D
0
O
1--
O
U
-i--1
J
0
U
Q
a
0
LL
U)
revisions:
date: drawn by: 1
designed by:
drawn by: mje
checked by:
date: 06/24/2014
sneer.
A3
c�� y
CX t1G 1Low Z
9d PfliaPflia 51W1K NAL6 AT 4* OX4 ON ad RM 139,4-0: 94LS AT e;' G.C. OR Gene Lumber Notes-:
154VALIVAI. O F'HV OIAI1G HAL LIJA WALEtrr 4'414E U11C ILAL _.
' AT 6U1PORIED eoaffi AI D' AT 614PPQRTE77 W:03 Aito
Vw0r1no AND 6' p,o• 1-,ELD a' Or- FMD FOR 911ER ARFA9
' Fora 611ApE7 ARF.Aa pP )ip04' R - at= RooF 1. All hlnlber to be Southern Yellow Pine NO 2 with maximum content•_
of nadmure 19 %,-Exterior lumb er to be Pressure Treated.
F,OOF NAILING pATTFRN,
ZoNH I - Usa r3r1 RING BNANK NAIL6 -AT 6" o.c. spAcuirs (FEIL DJ +' o•
AND
4" O.C. AT BUPf ORTED EDC -hs , ' •' .
ZINE 2 - USE Oct RING- SHANK NAIL.v AT 6" O.C. 6PAC ING (GIPPORTED EDGES) _ Folotings Wave been designed for a
AND 6" U.G. AT FEILD
PNFIIMAT•iG NAILS MAY BE U6ED Irl LIEU OF Od RING SHANK NAILS. Gene►,II_Foundation Notes : f
NAIL® h" O.G. AT I37Gi=B ANrJ k" O.G. AT FEII.D. sold bearing pressure of 2000 PSF.
( 5eNG0 2-1/4"x .131 AND PASEL Otae 2-1/4,><.Oilq - 1. All concrete slabs shall -have a cUmpressivc strength of not Jess than 2500 PSI
E)<TERIOR tUAL NAIL PATTERN,26 da -
L PLYWOOD: WEILDI USE ad NAIL6 AT 6" C).C. SPACING % Q days.
(EDC --E) USE Ocl NAILS AT A-" O.G. SPACING- (ExTERIOR LO,AU_ aHEA,TFIIhI�J Slabs Shall be reinforced with filler mesh on fi Inil. vapor barrier over clean
pi,eannrry p�wne4:nw4b6 er111111acted termite treated fill.
2: Concrete footings shall have a compressive strength of not less than 2500 PSI
C3a 28 days.
(,•-y e S IkME$QAFV NAlUNG- PATTERN- W!LP"G Reinforce footings with # 5 bare as indicated. All bars shall be deformed, and shall
USE Da N111L5 AT 7" O.C. BP,d,cn iCs conform to ASTM designation !005, and be clean and free from rust acid scale.
Splices shall overlap al least 25''. Alk kms" Ao be G+ Hc;
et,;tarz,� , ,,. oma. 3. For concrete block walls provide. concrete filled cells with I - # 5 bar vertically
LEt 1,i. fI T. r aPACE9 continuous from footing to tie 3oam at all corners and where otherwise noted as per
%[ Fro
Lc Mout foundation plan.
'* 4. Extend slab 1 - 4/," at door openi ngs.
No wood grade stales allowed
--' All Strapping Hardware To PT.Lumber To Be Gal' arnized
L-Ifvll-SING HClcf iTc5. of 5TUP-5
SIZE, -2 6KADE
G'
`af'�1GING
o log 5
MAX MT.
2it4 ypR1JGf? FIR
7x�F �Pi�UG!~ Flf� ._
16'
NONE-0
6-10D
16•
--
ONE
1p'-0•
! ixi SrF JGE FIR.
IL'
TWO
SP4
7x4 5PRUGI! FIK .
IZ"
THKEE
IYl'I'S12
7x4 t-OUTHERN 1711,4E
f6'
THREE
13'L4'
2x4 50UTHERNPINE
12
THREE
I5' -o'
10 -IOD
4-1/4"X21/•41" TI'1'EN
805
q'-
-aa. vrKUGE FiR•
1G'
TWO
LSTA30
7xi. SPRUCE FIR
1`!'
- -
THREE
1(;,-0..
2;z SOUTHERN FINE.
113
THREE•
17!-W
7x(. 50UTHE)ZN 17WE
IZ°
THKEE
]HETA36(1PLY)
20 SPRUCE FIR
IG'
THREI!
RETAt6(2P'L'Y)
Z::6 5PRUGE FIR .
IZ"
V9125!
11US26
2xd yOUTHERN FINE
IG'
THREE
1IGUS26-2
�W 50UTHF_RN PINE
12'
THKEE:
FGTR
1
-
5000
'
Am "
12-8D X 1-112"
RP 633)
450
MGT
1-5/812X8" /�.B•
22-10D
SPI
6-10D
4-10D
585
SP2
6-10D
6-10D
890
SP4
6-10D X 1-•1/2"
2-5/8" DIA. A B.
735
IYl'I'S12
14 -IOD X 1-11/2"
I -A'I'R 3/4"'X8"(T°Ptd
1000
MTS20
14 -IOD X 1-1112"
1 -ATR 3/4`XB' - jZ V
1000
LSTA12
10 -IOD
4-1/4"X21/•41" TI'1'EN
805
LSTA24
18-10.D
16-3/16"X21/4" IT1'EN
1235
LSTA30
22 -IOD
8-1/471X2/1 1" TfrEN
1640
L$TA36
26 -IOD
16-3/16"X21/4" TITEN
1640
MS'1A36
26-10D
4-8D
2050
]HETA36(1PLY)
10-10D X 1-:l/2"
1805
RETAt6(2P'L'Y)
9-16D
�N
1810
11US26
14 -IGD
6-161)
1550
1IGUS26-2
20-16D
8-16-1)
2325
FGTR
2-1/211X5" TITEN
18 -SDS 1/4"X3"
5000
11.TT16
1-5/8"XS" A.B.
1&1.61)
3480
)3`1'1'22
1-5/8"X8" A,B•
32-16,11 SINKERS
5250
-A,BU44
1-5/8"X8" AX.
12-161)
2200
ABU66
1-5/8"X8" AkB_
12-161)
2,100
N -t -r-5-
106--/6d k2 `�
erg ",��_,�
-5-09a
112.5
5-8D
5-8D
415
H3
4-8D
4-81)
455
UTS20
24 -10D -X 1-4/2"
1450
Am "
12-8D X 1-112"
PASSING THROUGH
450
MGT
1-5/812X8" /�.B•
22-10D
3965
SPR4,5P1I6,SPH8
12-101) X 1••1/2"
SLEEVE
1360
/1?pe'8
/-•'7/ DIA, A.B.
2r�- ��SG k-
g3.�5
HGT-3
2-5/8" DIA. A B.
16-101)
10530
MBNA
I -A'I'R 3/4"'X8"(T°Ptd
18-•101)
3145
DIBHA(If=71/4")
1 -ATR 3/4`XB' - jZ V
18401)
1885'
HTSM.16 ,
4-1/4"X21/•41" TI'1'EN
8-101)
1175
H(JC412TF
16-3/16"X21/4" IT1'EN
6-101)
1125
MSTAM36
8-1/471X2/1 1" TfrEN
13-100
1870
HUC612TF
16-3/16"X21/4" TITEN
6-101)
1125
DTC
4-8D
2-81)
DETAIL
CONVENTIONAL_ FRAMING SPANS
MAX SPAN 24•11.C, /31 fNlfr6lGTUeI.� S JC6G/f/G�f T1ONS
RAFTER.SPA.4S CEILING JOISTS FLOOR JOISTS
EIr6 12'O.C. 14'9' l4AX 'SPAN 2X4 12' D.C. 9 5' N7lX SPAN ~����
2X12 12'O.C. 23'4' MAX SPAN
2X6 !6'tl,C 13'5' HAX SPAN 2k l lb' tl.0 8'T HA SPAN 21(12 1G'q.0 20'P' MAX
, FAX SPA
V. i 14// r P x �
2X624'tl.C. il'9':'IBRAN N '''-
9i.. MAX SPAN 2%l0 24'O,C, 166
MAX SPAN �-
Bx0 12'q,C 19.6', MA%',.SPAN .2X6 18' O.C, 14'9' MAX SPAN 2X10 10'O.C, 19 11' KX SPAN
2X0'16'OC. 17'9' MAX SPAN 2X6 16' O.C, 12'11' MAX SPAN 2X10 16.O.C. 17'$' h4$ SPAN a
idL_-- _
2X024`O.C, 13'2'. RAX i SPAN 2-6 24' O.CI0'6' MAX SPAN 2X10 24'p,C. 14'1' MAX SPA
EX1D.12 D.C. 2i'lo'. 4{A% SPAN 2Xg 12' q.C, 19'2' MAX SPAN i>ar J/G G
qla 161tl.C. 2211'',MAX SPAN 2X6 16. O -r- 16'7' HAX SPhN -T"- 5litf--/P•-1kg03 I'QuKeD (115u-
Wvs' ',Owl3 00 FLOOR FLM.
pd0.;2i'DC 189' MAX;5PAN •2X8 24• N.C. 19'7• I4AX SPAN
2X12 12'QC. 26.0'.NAX SPAN4
2910 12' U.C. 22'9' MAx SPAN �:71,/s T � � :-IX , ' D.Q" J ,
2Xt2.16'L=•C, 26.0' VAX SPAN 2X)0 16' CIC. 19'9' MAX SPAN
2X12'2i'11C. 21'1' MAx,§P}1N2XIa 2a• Ur 16'1• MAx SPAN
-I 1i�600 SiO4G 1f//Yl1vW
�%�'pD 2Y1Y06G 1
NdTEt ALL SPANS EASED ON MdSLIUTFIERN YELl.n1! PONE 14£SIC1 LOADS OF EO PSF-LIVE t,NAGS ""'-'/+ ' /r )y/,•yL!{L' 7lIGC af/c t7�
1Q PSF-DEAD LDAD
r 11 lull
7/ iS(�t SF,4`•C Y r''C-7 M Fid p
�'.. 4:
-_
a5 W.1 z 1 c old
VOVFJE-�D C>~Ll.I si A
FL• :1r • FLAtA-
�' ala T Gly
DOI EL LAPFWPr.X� wiao ✓��r�s �,�c�� ru
i Tis li4al 1:1 11 G dGK Wi x o C.
• ' - I/Uttar.' r'/,f'!!'.f''
TR.I G '• r :---1+
oc"IVR MAR �if1ETF! lr 1s2.�Gt P�O,,r
CELL
0.:41.xi' ra/cf
ALL. LA" hFIIF.
Corner ontl of _ .. -
5sa m and Wa 11. g � �
f,` /Y/ LJ fl T • 6141G �et .7; T d G ';e
r 2x6 RAPrar-Ke
15
--
2 Cr 'L.L44 `PIE AT
a
11lU�p�� -� - -/f nc�' H 1..
NAILS IN
S�ys�1 t: fel lig 11ta: Nw 04
•DETAIL DEMTI~S PIPE
DETAIL DENOTE13 PIPE
PASSING THROUGH
PASSING THROUG H FOOTING'
STEM WALL
GROUTED P
SLEEVE SHALL BE
AROUND PIPE
E
2 SIZES LARGER THAN
SLEEVE
CDS "SLEEVESHALL BE
PIPE PASSING 'THROUGH
LARGER THAN
PIPE PASSING. THROUGH
OLO
.
VJ
C�7
1
.
SEE FOUhIDATION PLAN`` I
��' THICKENED
FOR, REBAR QUANTITY ��.
�.' Sl_AB UNDER
���'�
&5 REBAR WITHIN FOOTING
CONCRETE POLITER
W/ 30' MIN. SPLICE OVERLAP
(SEE FUUND45TION PLAN
FOR SIZE)
TYPICAL FOOTING
DETAIL
Unless Noted Otherwise :
-_L Use IIETAI6 C.M.U. To, 'Trusses,
a; Use HUS26 As 1 Ply Hanger And HG-US26-2 As 2 Ply hanger
Exterior Walls To Be treated As :Bearing Walls.
q.,41 A Lintel Strap Is Missed, Apply (T) HTSM16 w/ (4)1/4" x 21/4"
Tapcons For 1,175 Lbs Uplift And (2)1ITSM16 for 2,350 Lbs Uplift
1 : Provide IIIP Roof Dee]( Support Pelr APA Guidelines
* RTT4, HTTS, MGT w/ 5/8" Diameter A. B. w/ 6" Embedment
All Strapping Hardware To PT Lumbor To Be Galvanized
Design Requirements:
1. live loads for floors, obow dwAgigg is 40 PSF
2. Live load for roof is 20 PSF
4H IA/C1. & GS nj ° c p
P, ys-
CCMP. 5HI1,GLE-5 OYPR Ea" FELL`
ON OSb N[N. `�S?`�'t D39 -G z .
.R -So 1*I11-1. INSULATION
PRE-ENGIt-EERED TRu4.5PA4"
0,;, W/HUFPJCANE ANCHORMe`=T (e
ON EA TRU55. SEE TR11S5
LAYOUT FOR rrf`t 4 t tANIX.
PROVIPE BUILD. PAPER OR
STEEL PLATE BETWEEN VARIER
TT U55 C1_w. EEE ELEV_
5cl COOLER NAILS OR GU)p!, 4 a l" O,C-
��''/'ll 7" Er;D � ' �'` t • �i � C: � /�y�t,/F' .� oF1 �
FILLED 50lD 5l_A1l 11IM-5
Gr�tIT. U1/15"•SPLICE MIN_
FOR OPr=Niter .
Irl' GTP.t50ARO OVER
3144 P.T. FSIRRJNa
IUIKDOW
OR FIXED GLA55 U1,O.
T ,r SILL
CEMENT TEXTURED
FIN16H U1JO. -� ---
PRE-GABT 5ILJ.._
eM c1-iJ-I. �
4" CCNG. 5LA5 W1 FIBEF-111E5H
OR 6)26 -UTI OVER 61" l VISGL
IIS SIL •r 4. ° 4' I I 1
I 11 � .- �•' • .--�I I I I I �• �
+4 I I 111-
16"I I I CI�W ;E.COMPACTED
T-r`P. 16"x 2-o MONO. � ISI I I I ISI I I� TEf211TE TREATED
FOOTER W12 -05f
ROD CONT.
ONE 5TOl;:r t3" 5L X K WALL .SECT.
NdNOLITHl4 FTS,
'I
OKI .)IIIA H11111% 1
T.S Clnuh'l, Y.E. will bac no respoas.i.bility
for e roc -n Tens/LVL d•siUn or manufacture.
The build4r and the tcu>,, manufacturer are to
re -'" t=oss Plans end verl£y all dimensions,
spans, pitches, ana quantities before
manufac Luce and Lh.,ll refllr any questionson
laadinU or dasign L, Lhu cn,ineer of record.
NOTE. THISS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND
LOAD REQUT_REMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL
EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10,
1, ND WIND SPEED= 139 MPH ULTIMATE WISPEED(Vult)AND 108MPH(Vasd)
2. RISK CATEGORY 2
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE(I'• '
3. WIND EXPOSURE= CATEGORY C
4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS ,18 AND
HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40
T.3. Cleb�l ! f
Licensed Professional Enginaer
531.6•, S,R, 434
Altamonte'Springs, FL 32714
-(407)521-5557
- =�FAX(407)521-5434 '
0040748
■®
r�
vJ
LL
R
L
■0
U_
Z
LO U)
T_
revisions:
dato: I drawn by:
designed by:
drawn by:
checked by:
date:
M1eeL
A y
o�
OLO
.
VJ
C�7
m
5
C
s.
0
LO
O
�N
0
`j
5
>�
Z
"j
b
U
<
r�
vJ
LL
R
L
■0
U_
Z
LO U)
T_
revisions:
dato: I drawn by:
designed by:
drawn by:
checked by:
date:
M1eeL
A y
o�