HomeMy WebLinkAboutREAR PORCH REMODELI
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ELECTRIC PLAN IS FOR REFERENCE ONLY,
ELECTRICAL SYSTEM IS TO BE CALCULATED
BY A LICENSED ELECTRICIAN, ELECTRICAL
CALCULATIONS, ELECTRICAL LAYOUT, AND COMPLIANCE WITH
ELECTRIC CODES ARE NOT INCLUDED IN THIS DESIGN,
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NG TES
Pnwmatfe or mechanicaty ditven n_
na accepted wder ttA toliowft err
sae &5 a targar nN snarx with Bad:oom
t t m 280 POO Round
ar ,Ors shoo 5: d1w
Res pot Inch
Con aria slla ba r aced a$ an
fast rar itcm any my afa ' #t'
v —Wowwow9m the same saza req°
May t* used n ' malls
EXTERIOR SHf:ATHING
nuns at 4'oA
R. kafl 2.
E iSTI O CBS 8E6II.1EN09
Hip Rod
trl 1( Bulb
ATTACH END P,T, 2X4 STUD TO Ex. CNU
W/ J' EPDXY ANCHORS @ 16' O.C. TYP.;
R TO ENSURE CORNER CELL POURED SOLID
NEW 11"Allilli ROOM
J'
6" V-4111k v 4020 HH 24 sh
New Hoar Plan
soete: 1/4' a '
g ,
+010046, M Ck UQW FIXTURE gwmw -
OF. o S VA $40 Waft
849 W 1 240 Y 3
1 % A 0 AW BRANCH OUPPLYING
OUTLWS "^-r AM NO`r OFa".+I MST 13F APCI.
E contractor to verity all equipment treads t�
'' ANPIaR - AISCEPTICALEeS MUST eE d NrSTA. W IN 120 VOLT, SINGLE t construction. Electrical contractor to sec
PHASE 7s & 20 AMP BRANCH CIRCUITS eleftMSchedule If loads are to be modifiar,
(E)-EXIST'wu THIS CALCULATION IS NOT INCLUDED IN THIS DESIGN.
ELECTRICAL LOAD CALCULATIONS ARE TO BE
DETERMINED BY A LICENSED ELECTRICIAN, ELECTRICAL
INFORMATION ON THIS SHEET IS FOR REFERENCE ONLY
E IE7"IN12 CBS RESIDEN04
Now Electric Pfet
so't ' � T-W
Loads
P11001 Nam& Johrt
fteet Address: 5802 Hickory Drive
Floor Live Load: KA
Cumillin b Lucie
Wind Importance FaCW. to
Florida
Building .,t t I
Wind
PressureInternal
§qM of Work
Structure Designed; EndoW
Convert e4ktm covered screened
porch into a farrilly Mont
0,014 Florida Builcling Coft Residential
Am,jabuWon
tall National
" "M. g.i.r at
Florida t Code,t.
k1teration Level it
Ir
0)2x4
rtop plate
Studs to I, with
(1) H2.5A with (5) 8d
e' to beam & (5) 8d to
N
itIK4
to beam &a ad o sw
Pr,,
r_8 1/2, 7-6 1J2`
Window Fro' e, ig stag
At Exterior all now V7 = f
r
PRODUCT APPROVALow-
I
Pr
Glass
Attachment Method
biIding Rated
Product Rated
Number
1f
Odgn Pressures
00SW Pressut
Head & Silk 6" max from corners & (1) at each side of
maelling rack : 6" from comers 0W niter, Use
Sae
RA 244
# With OIL embe0r, d 1W and 9/16'
4115
E
stance,
Slit. 6° max, a & OMOc. ,lambs;
2 ,
PGT Ind.WW
. 6' from comets and 28'oc. Use #12 steel screws
ANKwith t 3/9" embedment & 1/4 Tancons at cone.
+36.2 397
-
#It f 3!4" embedment
I 289.1
Sin8
gls SH_21
9' max from comers & 8' on each side of
meeting rail and 2ro.c. may. Use #12 Steel SINS withANK
3&?
575
a mtn, embedment of 1 3/84 and 9/16' min edge distance
AbpMVaI
Product Model Number
cturer
Attachment Method
BtUding Rated
Product Rated
Number
Desks Press
Design pressures
EL#. 1t.398.#
Storm Panels .OdO' A
Tomis
X - 121/2'oc. Top & Bottm
74)5-43$
+1- 9.o
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FILE COPY
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS ..
REQUIRED BY FIELD INSPECTORS THAT
f iAAY BC NECESnARY IN ORDE41 TO
jo
CO°JIPLY QIalPTH; L A% c °f CODES,"
SCANNED
3TLlJ t`CbUWy
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO
REVIEWED BY
DATE
PLANS AND PER T
MUST BE KEPT ON OB OR
NO INSPECTION WILL BE MADE
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scale' t'd`-c
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ELECTRIC PLAN IS FOR REFERENCE ONLY,
ELECTRICAL SYSTEM IS TO BE CALCULATED
BY A LICENSED ELECTRICIAN. ELECTRICAL
CALCULATIONS, ELECTRICAL LAYOUT, AND C7"�°LIANCE WIT , -I
ELECTRIC CODES ARE NOT INCLUDED IN THIS DESIGN.
15a Felf FAW 1/7
172k M.
d w
Textured WWI
Exsstiig Z at �1
woad basltl fo
remsm
Studs to baaeo w1d1
(1) H26A w (� 8d
to beam & rrk ad to srud
ilI 2 x 4 Tap
cr I Beam
x 6' Lag flog Wc.
2 x 4 studs tako,C.
Southern Pine #a
Bedroom
yr gar'+ittt _ _
25 sit. E
to rema
2 s 4 pX sill piaate
.. ` tirl;t .
1fY i� x V a Y b� r aw+daurn
It as % t va• it
washer and Mrt at
Plate
&-tAr— 'Waft Mails
3/e _ T-V
SHEATHING 'NAILING NOTES
Pneu najLc Njft
Pneumatc or medherni aly nalle rill
tx he aapisd. undsr the t Condittans
A9n. she > rlai salt. WIS
nit tlt<U41,..
M>n Hamad WrMter. 280 Fu Huund �-
Mkt Hing D+ameter .O12 aver shank dda,
W1e Ln 20 R'ngs Pet trsih
Gun nails Mi b4 penn+nad as an
acceptabis fastener fray. any marx8si
Vinod suews rneang the same size •ec: mirent
may 4e used in, uou of ratio �thart �ctrmar
EXTERIOR SHEATHING
Use #8 gun naffs at 41oi;s,at pans adgee
and 38 arxf g,At a t 4Vo� at Panel top and
!bottom
ELE T9&& .LEDGEND
t UFWACE Math[TM U0H`T MUM
:4 DUPLEX [?i nsT d: -H
ALL 120N SINGLE PHASE is ass AMP ORANCH CMXM SUPPLYING
EXISTING CBS RESIDENCE
Hip Boos
1411rhen pining
EXISTING COVi:AS9 PORCH
Flat Hoof
6'-0' Ceiling
x 10 li t- n W 2 x 10 Borst
Pani 14Eu� Flow P'lead
scab aVO "I -a`
axIsTING CBS RESIDENCE
Kltct�rf � {
ATTACH END P.T. 2X4 STUD To EX, CMU
W1 1b' EPDXY ANCHORS @ 16` O.C. TYP.F
R TO ENSURE CORNER CELL POURED SOLID
NEW F-§119.Y ROOM
Protect Data "fin al5
project wrae: Jgn 00 Root Live Loa is N.A.
Street Address S802 Hickory Drive Floor Live Load: N.A.
Bata- 00, Fort Pierce Wind Speed: -40 MPH
County: St. Lucie Wind t Mortance, Factor: -W
_ - - W Temp 4020 HH -` sA I
$ 3.31
1 tsar � pmrt
New lam' P
scale: 1/4" = T-0'
Electrical Load iCalculatio
20 Living S.F. at 3 IAA 849 W- 6
849 W .' 240 V = 3.6 A.r-tp.S
OUTLOM THAT AWE NoT WWWisr 11111 AF04
E' 8i8ri. i contractor to verily all equiprrtent t4a� Ya
TAMPER PROOF f*CSPrIC.A4fcl� UA� MW W WTAb i41 0 %WLT; �CCn9trLiction. Eleg�ai contras to reca late
PHASE 15 & 711 AMP BPAN014 GOMM Rfectriod sch.edu a if :oad ip We to be Malffied
(EJ - EXISTIGI,fa THIS CALCL_ 1 NOT INCLUDED IN '-:S DESIGN.
ELECTRICAL __ L ULATIONS ARE TO c_
DETERMINE;: _:TENSED ELECTRICIAN. ELECTRICAL
INFORMATIEN :5 SHEET IS FOR REFC<ENCE ONLY,
EXISTING 0516 RESIDENCE
Kdchen Dill" Bath
a
,
rr
Ali Mn e{ectricat wired to
the eXisllng var)el
New E1e9C Plan
scale: 1W = T-Ir
T-B 1/2'
'VX
5-2
State: Florida Building Category: it
Wind ExpoS
Internal Pelf Coeff' $ .E
1C
BCq� of Work Structure � Enclosed
ar... Boll beatrtp - - . ' 2000 :sf.
C-onvert existing covered screened p
porch into a farlr r troorn BuHidingCode
2014 Floft Building Coda; Residential
Area Tabulation 2011 Na*rW Electric Code
Existing Porch: 203, af� 2014 Floft Building Code
Alteraifglrt Level 11
Existing F
Beam to
2 x 4
P1f
St to beam with
(1 .5A with (5) 84
to beam4 (5y at, too
1
jr
tVANDO
OPENING
i
(2) 2 x 4 staid
1i 142.5A with (5) 8d
o beam & (5) 8d to stud
2 x 4 P.t, st11 plate
f2tsLen as per typ,
wall Section
Wir dow Fro-MinaFra-Mina
Detail
At E%:#BtIC' `'railcale:ll`
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&= M.
THESE PLANS AND ALL PROPOSED WOFK
i r-
Vj E
M b N o
Q p°
ARE SUBJECT TO ANY CORRECTIONS
s o
o
m v y
REQUIRED BY FIELD INSPECTORS THAT
x 3
;, 2 €
CLAY BE NECESS:RRY iN ORDER TO#
o W
chi a't
COMPLYWR-H Lr"i--LICA°tL-COZIES:
LL
v q = a �1
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PRODUCT APPROVAL
Product
Number
Manufacturer
TYpe
Afachment Method
IWkWQ assures
D PPre
D
Head & SO 6' ffaX from corners & ]j At. each lice of
FLi ;1:
t r Roller
YJindrws
PGT Ind.
3,iS'
er. Use
meeting2stl h. SMSalli S' from comefs iiind n*, emcr edrrxlt or 1a;3/8 and 9 6'
�-0.5 -43.3
•55.0 -$7£
N
min, edge distanca
Head & Sil • S" max, from corners & 22 OrOac. lambs:
Eta1
Glass Dr.
$Dries 2500
PGT Ind
Stir
ANEW
Jambs 6'EA rs and 280.c Use C12 steel screws
at hams embedrre. t & 1.4 Tapeons at carte
.352 _39,7
+650 _723
with 1 314 embedlient
S'lndtehung
Jambs 9- g cometts & 8' an48i1tf side of
FLO
Winoo°xs
pGT ind.
At l#k
,meeting rat and max Use 12 Streit SMS N;tr
a min ernbedylarts at 1 3,8' and 9.16' mitt edge oistartce
.36.7 -421
•`5-D 47.6
ProductROW
A praval
--
Product
»�
Kober
Manufacturer
Attt Mara Method
EtJitd'g1g Rated
ter
D dgn Pressures
[Design Pressures
FLi1: It"
iWorm Paneis
W Abe
i To*- & country
W _ 20 x 3r4' Ss, KmwW Muds i 1I2'ac. Top $ Ir non
'-C' 5 -43.9
9QR
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a
saber
Were
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asset
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SCANNED
BY
ST WCIF COUNTY