HomeMy WebLinkAboutBoundary Survey0
SURVEYOR'S REPORT
1 This Survey shall not be valid unless sealed with on embossed Surveyor's Seal
2 Nr Ilrutt7ry7 �ry.nd improvements have been located as part of this Survey.
3 The lost field date of this Survey was: 4.6.2010.
4 This Survey was prepared using the Plat of Record only. No other documents
were provided and no search of the public records was performed by this office.
5 The Survey shown hereon and prepared this April 19, 2010 was prepared in
accordance with the requirement for field accuracy as set forth by the Minimum
Technical Standards (61617-6FAC).
6 By acceptance of this survey all parties agree that the signing surveyor's
liability is limited to the amount paid for said Survey.
7 Unless other wise noted all bearing and distances are in accordance with the
record plat and have been verified by field measurements. See map for bearing
base.
8 Parcel/Lot line locations have been based on found survey control along the
center line of NE Lobster Road.
9 LEFT BLANK.
10 The Legal Description shown hereon was provided by the client and/or his/her
representatives.
11 No ownership of fence lines has been determined as part of this Survey.
12 Off set calls to found survey control are relative to the nearest property
corner, intersection of lines, point of curvatures (PC), point of reverse curvatures
(PRC) or other identifiable point.
13 Compliance with local zoning requirements and or with requirements set forth
by other State, Public, and/or Private entities has not been verified as part of
this Survey.
14 Elevations shown ore in accordance with the North American Vertical Datum a
LEGEND
CA - Cow
CCBMSS - can
CPE - roe,
CN - Cabo
HM -wrM
0/1- own
PP - Powec
1.
SSMH - Sac
Lie - uap
W - Witte
-CM - Four,
7P - Found
9Pc - Found
Foun
7RC
Fount
ARC - set t
WundFo
Found
vo _ F aan
- Fo
-r
_P
- In
Conditioning
Equipment
Utility Lim
communications Sox
Sewer Manhole
X4-Concrete Monument
Iron Plpe
Mon Pipe with Cap 26A9a7'
Iron Rod
5 Mon Rod with Copp
ran Rod with cap 2Bj7357'
r2m hon Ape with Cap
NWI
29 hail with nn rob
9. NO xlM,.aisk,.,
Vop
Nap with 71n rob
cut
Prepared For:
Flood Zone Data derived by scaling
methods of the official FEMA Maps and
limited to the accuracy of such maps.
Flood Zone: X Community 1: 120295
Panel f: 0278 Suffix. K Date: 2.19,2020
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ench Mar
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El.14.02
PREPARED FOR:
Douglas J. Leighton, Jr.
Angel Oak Mortgage Solutions LLC, Its sucesso
and/or assigns as their interest may appear
First American Title Insurance Company,
By: Regina C. Kamer, PSM Florida Registration #
4363
Kamer Surveying, Inc. L8#7357
Douglas J. Leighton, Jr.
MIN. SETS CK REQ. -S
FRONT®
sacss
CNR SIDES— -:) / j-1
LEGAL DESCRIPTION REAR---_,JS
Lot 9, Block 73, RIVER PARK g�1t?iVll'-9 �A*CA " "rdingto the Pic
thereof, as recorded in Plat Book 14, Pes Public R EDds of St.
Lucie County, Florida.
51, Luc
Pen
— — — Lot 10 Block 73 Fence
on S00018'30"E 110.00' Fenc
— e homer
_ter
6'Draina e & Utility Easement o \
9 Y _ _—J� Fence Line
No ID 6'Drainagel& Utility Easement T� I O
f— i-- 3'W
0.2
2 0' --
-;
Conc. Drive
20.2'
CAR PORT
EL. 15.18
;I g
a
N A�
c
tnZV o
w o
o�t�w
23.8'
No ID LL--6'Drainage & Utility Easement
a
,I
I
I
'
Qi
Ir�
2;
Lot 9 Block 73
! I
1.06'Drainage &-a Utility Easement N00"18'30"W 110_00' 1'7�
Lot 8 Block 73
NOTE:
iThis property is in a RS-4 Zoning District. In accordance witd the L hd
Development Code, Chapter VII Development Code Section 7.04.04 the following
ntr,npn;'.y lavveltzprnent standards should be adhered to:
Front Building Setback = 25,
Side Building Setback = 7.5,
Rear Building Setback = 15'
Total maximum coverage = 30%
KARNER SURVEYING, INC. Regin 9r�XbY
Residential & Commercial Surveying Services ReginaKmnE
a1 Date: I
1 2a21.1�25
2740 SW Martin Downs Blvd. 333 Karnerlw&p
Palm City, Florida 34990
PHONE: 1-772-288 7208 FAX. 1-772-223 8181 Mr 9,
9.6.1 Client's Nave 71bA5 ONLY Not
6d1CYan update
1 . f-E09d
Proj: S,
C
Boundary Survey
1 2a 4�19(10
tool
� nm
fa03 to
_C_RiverPark/Ri vPorkU9A- 73-9
FThisSurvey
REPORT
ey shall not be valid unless sealed with an embossed Surveyor's Seal.
ground improvements have been located as part of this Survey.
field date of this Survey was: 416110
ey was prepared using 'the Plat of Record only. No other documents
ed and no search of the public records was performed by this office.
5 The Survey shown hereon meets the requirement for field accuracy as set forth
by the Minimum Technical Standards (61G17-6FAC).
6 By acceptance of this map the signing surveyor's liability is limited to the
amount paid for said map of survey
7 Bearings shown hereon are in accordance with the Record Plat. See mop for
bearing base.
8 Lot line locations are based on found control along the Centel, line and right of
way line of Lobster Rd.
9 The Legal Description shown hereon was provided by the client and/or his/her
representatives.
10 No ownership of fence lines has been determined as part of this Survey.
11 Compliance with local zoning requirements have not been verified as part of
this Survey.
-------------------
12 The conditions shown on this survey are those under which this Survey was
prepared in April of 2010
Flood
Zone Data:
Flood
Zone: X
Community
#: 120285
LEGEND
Panel
#: 0280
CAC
— Concrete Pad with Air Conditioning
Suffix:
F
Cone.
— Concrete
Date:
August 19, 1991
CTV —
Cable TV Box
NCBPLI — Not covered by professional liability insurance
OA — Overhead
Utility Line
PP —
Power Pole
P.C.
— Point of Curvature
SBB
— Telephone Box
SMH
— Sanitary Sewer Manhole
TCB —
Telephone Communications Box
UB —
Utility Box
LEGAL DESCRIPTION
Lot g,; 4,1ock 73, RIVEP, PARK — UNIT 9 PART 'A'; according to
the Plat thereof, as recorded in Plat Book 14, Pages 31, Public
Records of St. Lucie County, Florida.
Lot 10 Block 73 S00"18'30"E 110.00' Fence comer
— — — _— — on line _�
30.00' WM 6'Drainage & Utility Easement
� , -. Fence Line....
----`�- tP f { s o
WM No 10 6'Droinage & Utility Easement .
— — — 3 ' W
Rim at
El. 14.02 k
SgMH
I
WM —
Water Meter
PREPARED FOR:
WV —
hooter Gate Va! `ve
n Otto,"' J
✓ouzo!cs I
CMF
IR,
— Found 4a on fete Mrrlument
c,4
nc t.
`'r?,e ./u .. "✓! ..00E U l,,.,� L
rrS 5 j eSS.:.
-
�. �..#.`, �, .- c...
"�;
1RGF
— ,Found #-� ,'On. Rod with ,.nr.
r
RCS
— Set #5 lrarl Rod with Cap "LB
First
rst h,T,e, )CGo, iltle insuro oe I�omprany,
,Pr,c
_—c '!a ^ %row a;�De N ., -va ,
NF —
Found Nail
By Regina S. Konen, PSIX Florida
P,egislration 4363
Korner Surveying, Inc. LB#7 557
20.2 Shed o ro
Canc. Drive
Gans.
0
rn
0
m
v�
CN
E
(n
O J 4
NZt
M
o
m
,
y
°�
23.8'
c
I
o
�
,
No i ID
6'Droinoge
— 26
& Utility Easement
-- 48.8' -
Lot 9 Block 73,
6'Drainoge &Utility Easement N00e18'30"W 110.00'
F-- — — — — —
Lot 8 Flock 73
SEP 2 7 21
St. Lucie Cou ty
aef/nittinn
Tye
O
O
C
M
e
O
co
NO TEF �
r . c In f, r„ 4 Tl, , r.
LOh l .. 'L1 i�. �. �.:( v.. r. ,.. V ✓ :i!„-✓,llll✓
pro,)ert netielopm.. ,t standards should be oahered _c
Side Building Setback = 75',
Reor Building Setback =
Totcl maximum coverage = 307
Prepared For: KARNER SURVEYING, INC.
Pesidential & Commercial Surveying Services ('
Douglas J. Leightons
2740 SW Martin Downs BIvd�333 /
Palm City, Florida 3499
St. Lucie Count Florid PHONE: 1-772-288 7206 FAX: 1-772-223 8181
Boundary Survey
1"=20'4/191I0
roes
1003-76
C_RiverPark/RivParkU9A— 73-9
T
ELEV
- - 2r'X4" TOP PLATE OR 114"X3 5/811 -PLYWOOD L SI ING an cuu - - - U.C. .
METAL RUN NER A ) Product Model# Manu ei c Size, �,�'' i I: �.. GRADEDFELTPAPER(APPLIEDL ST Atta hmentMethod Type Size Buildi g Product
factur
- _ PWIN DOW 17-0630.02 WINDOW
.r
i. I IJG-I-".:-• -- '+ � {; I,, I � PROVIDE BEAD OF SEALANT Spacing, � P g,
c Embedment etc.
t i; FROM EDGE OF OPENING UNDER FELT ;
-3 X4" WOOD FRAMING @ 16" O.C. .�('�'^�
- p.T.Xfp, I�-/P 1, ` APPLY FELT TOEXTERIOROF Hurricane NAND / X1 / EMBED @ / 8 O.0 2
S a in Em a men Design Pressure
M TE 4 .
r t�, t „ III ill OPENING AND FQLD FELT OVER IAMBS ne s 11FL# STORM OS A TOl 1 4" 7 8" 3" 1 " -
OR1'/a"X35/8"METALSTUDS !2"�`i'_it✓l�l.L pt �C'Fi W /Au I/2 '
Pressure
(M�PCDIJ� I: i I i i1 I TRY
A 5 +/ 7
Pa I ggg,1 pAIJELS 0 ALUM. CC1N SEEELEV
WINDOW OPENING I have reviewed the above rodurt a roval information and a rove it.
P Pp
- -
Zr'� GRADE DFELTPAPERSILLPANNING
(APPLIEDName: Paul Welch P.E. Certificaton Number: 29945
`C7�U
_ - ---
. L
WRAP OVER ENTIRE SII.L, OVER
10 LAP SILL PANNING 4" PROVIDE
�� LI G • j i BEAD OF SEALANT 1/d' FROM EDGE
4t toll
4" DRYWALL BOTH SIDES I OF OPENING UNDER FELT
UNDE
'IdI SUW�D} I I j4i I ,: FELT PAPERAPPRON(APPLIED lS1) _
GRADE D
3 8" 9„ WIDE CONTINUOUS UNDER SILL PROVID$ .
EDGE
2"Xe BOTT. PLATE OR IX"X 5/ I i� iy 1 BEAD OF SEALANT FROM _ e
ER F Pla Department
METAL RUNNER W/TAPCONS OR, % OF OPENING UNDER ELT
.._ r r-p�.7"X6 �DM ':;. .:� .f_.)il i :I; 'i .... - 621653
I! , "C J
nnin�,D velopmentServicesDepartme !
:. CUT NAILS @2 0 O.C.(10dNAILS �' 1 " ) : 'I�'I' - 2300 aASL tPler L34982 )
'tr / �+iC I
o ' BuIIPg&Code Regulations Division
FOR WOOD FLOOR)
�T ��� -.� fA("Gpf� Virgin' ue, Fa ce F (772 4
�iil { y,�,.
\�; Certification for De Load Co ante
I ' �' t sign mpli
ISTING FLOOR _
Ito
r 1 I iil i' I 'a Project Name: L:IGHTON ALTERATIONS !
Project Address:
� I
it
'�._-_ _._ _,-_...J II N�n1• , � yl.>i'., n 'Y' t .y.x Yr.�4•-t,t s :.iA., .`' I'i✓� li,�! .. e: R Construction? e: V ,
c p cY , . - ... _•_'-"'- li �'t. ..'>jl'4.-y,,,r,{f�:--",��, Ii n• 1.1 Permit#• d - 0 cu an 1s. YP
- - - ,, ., -I F L S•L r k:x � � u _ � I 132NE
t
.,,1 Ir _ Q• INSTRUCTIONS FOBUSE: LO
I 85TER RD.
I
.. - , III'. •.,.w,l c t�� �� .I '�li ;='_III ..-Ltr .1 al t. .I �I Lll+'Ir•? 7�I �J�� , . !..,"II;� I / - _
-This certification mistbe completed, signed, andsealed4he design professional of record.
• 5ubmit (2) topie s for reside It ia1, (3) copies for cominercia'�th all per milt applicadons Inv olvIng tha following: -
. _.�. .-�,.. ,� II(' •� ' �,,.,� ,.r •. • •,_.•.nw.'� .. o New Restlences (single or multl-family) ...
TYPICAL INTERIOR NON -BEARING - cce g building p
" , - • :. WINDOW OPENING WATERPROOFING DETAIL nts... `e
' oResld tlAddition
\ ) NOTE: APPROVED PEEL•AND STICK MAY BE USED IN LIEU OF GRADE D FELT. exterior ru r e elements are affected n
.��/-7 /!1� � � //i/�t� � )I °/`/_�'`��,�' qq � ( oAny a �sory structure requiring ag7it ,I
WALL DETAIL
_ �1 I �r^'^4 �,,, Vy r"�t�.�•' ...:®d i tl'�•J _-•-�•l�aa.a_._... _ to non-�esfden6al structure.
N.T.S. ` "Note: Form notrec.iired for Interior renovations provld4bat nostructural al I is and
certain minorbuil permits discretion 1 8 official. en above questions.
,I __.._.. _ off'
. •' - - X /p RA M I A,)� ''51 RA I L A l� '"` � � ��I 1V1 iD l� � l��7 � � � � - � � DESIGN PARAMETEFS AND ASSUMPTIONS USED: coat al that a I contac
t ctth r ue
is ...
r 1 DESIGN CODE; Flo Building Code 2020 rar�iAn W}t}i 20 5upplem Sing ASCE7-fb
• l - 2.StructureDesigneaas(checkone): X Lnclosed_Partially Enclosed Open
ELECTRICAL LOAD CALC'Siv - PER NEC N/ RF.D End Width:C
EXISTING LIVING +NEW LIVING Mean Roof Height; S3. Risk Category; X IIh16DIIIRoofPith4xpflAA:12ALParapetZXeN/A it
.. ... D6 it ,.
1512 S.F. 3 VA 4536 VA S. 15,M
_ _
(i _
- ' 6. Co lad Pressures Use don 10 RH, clearly n all plan openings):
TWO 20A APPLIANCE CKTS 3000 5 .
.. _.1, / .. Zone 1 o Zone one one Garage:
LAUNDRY 1500 EX . a e .
Components & C ding Design Press d: (PSF, bii sgft @ el o
' - 1'L" #5 REBAR DRILL _
.._... _. - .. � - -25 0 16 1 Z 27 6 7 6 G a e: N/A
0 60 4 Z r I
3 Zone 2• -0.4 0 Z -65 1 -30.0 -37.0 N/A
3000 P51 UUT & EPDXY 6" ® DRYER 5000 - 7, Design Loads: Floor: N/A PSF Roof(Oea_ d /A PSF Roof/Live: N/A Balcony: _ N/A PSF
CONCRETE 1 -qp
I
REPAIR 2 F/ 24' O.C. (TYP) RANGE/DBLOVEN 12000 I k-14, 13AT?5 EXIST, CjC jZ Dock: N/A PSF Deck: N/A PSFStalrs: N/APSF Fence: N/A PSF Railings: N/A pLF/CONCENTRATED
1 WH 4500 / t_n1 G-:(I°rr.WALI-• -rp6t„-t-� __ S. Were Shear Is.:nnsidered For Structure? X Yes=Not Applicable Explain Why Not:
DW 1200
V WPTUB (OPT.) 1200 OF IGt�- ` 9 IsAContinuous Lo a Provided? NEPPlicabieExplain Why Not;
-. ' f" a.d Path X Yes _
O T.
_ REFRIG 1200
"` �-- • • M (OPTION) p ' - - 10. Design Soil Bearire Pressure: _2500 PSFSoil TestSPorts Submitted?_____Yes _
IRR. P 1800 ]
/.. _•_�MISC.5000.-. t, DESIGN PROFFS.S!O.-,lCE,T,r,CA?ION STATEMENT: .
... PUMP {O N t
fy that, to the h^st of my knowledge and belief, the alched pla s & specifications have b
tieen designed to
ply with the applicable structural portions of the buildiredes currently adopted and enforced bySt Lucie ..
ity. I also certify (hat structural elements depicted on tr? Plans provide adequate resistance to the design :
es specified:
Paul Welch P.E. 29945 / 5115
Print Name Cert0&Co. Cert Auth. !
i
Paul Welch Inc.
ON PLAN 12/22/20
, ate, an .eal 198 S.W. Biltmore St. Suite -'
Company Name &Address
TOTAL 34374.4 VA
� vl
ature D d #114 Port St. Lucie, FL
TYPICA1
FtRKINc v - IiJ`j', WAIL nf]
34374.4 61t-t-I oIu a'�.. XISTt.IC ",.__ 7=X ,
240 = 143.2267 AMP!:) t, l NSu4. j
- fIU�N LF_ _
U S �}
• It ST-IZ `.�L q
I �
- EXISTING 200A SERVICE O K ._....__�._-- � � I 4 -"' iN7 STRUCTURAL NOTES:
Scaler Not To Scale -
- _-
_
TNrKIL%FI DESIGN GIN ACCO ,NCE WITH AS CE7
10
,
2) SOIL BEARNCAPACITVA00PSF(MIN.),
- ., 3000 PSI AT 28 DAYS.
SLAB CRETE
9 4) / FOOTINGS TO BE CN: WITH A MINIMUM 2500 PSI COMPRESSIVE
n. Q Wh
G ) CONC R(%CAN NFORCNG QRS. REQUIREMENTS,
• STRENGTH 8 DAYS FOR SIZES E
A / 5 MINIMUM RETE P rSDSFEOR RE SLABS: ALL LUMBER
BEAMS: 1 'ITH CONCRETE OR MASONRY SHALL BE PRESSURE
6) ALL LUMBER IN CONTAC T� SURE
. TREATED.
Natil C L COMPONENTS DUE TO INSTALATION OF
EtCI 21- I 7) SP ITNG OR CRACKING OSTR
FilL.; i� HARDWARE IS NOTPERMFtD•
_...-
r
_-. _ - .. -ry UNLESS OTHERWISE NOTEiTHE INSTALLATION OF SPECIFIED HARDWARE SHALL -
. � P - HER
....--. �./ W I'l l �' - ! - El CONFORM TO THE MANUFCTURES INSTRUCTIONS AND STANDARD TRACTICIES. ;
...
I (
P$K•1' D2 9) EXTERIOR WALLS TO BE SPCCO OVER WIRELATH WITH II GA. 2" LONG NAILS WITH
3/81' 0 HEAD @ 6" O.C. OVEP LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER
15/32" CDX PLYWOOD WIT}t0D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD.
10) INTERIOR TO BE'/P DRYWI. L FINISH, I
11.) PROVIDE R-11 BATTS. INSII :TION IN WALL FRAMING. '
12) WEEP SCREEDS. A MNIMIJI9•019-INCH (0.48 MM) (NO.26 GALVANIZED SHEET GAGE),;'
CORROSION -RESISTANT NiFT SCREED WITH A MINIMUM VERTICAL ATTACHMENT
FLANGE OF 31/, INCHES (8911N) SHALL BE PROVIDED AT OR BELOW THE FOUNDATIONPLATE j
N EXTERIORTUD
., P9P.V IPV U!N h° r / - .I i .. - SCREED SHALL AOLL BE PLACED MINIMUMALLS IN OF 4 INCHES (102 MM) ABOVE THE EARTHR 2 -
fI
ANCE WITH ASTAI C 926. THE WEEP
E,KF' ¢raL-rS @Z!r1' a[. - i--�---• • -TRAPPED
(i HOwZ�VFT 3t crl�/ - -
': W A41t_ 1I�' ..
INCHES (51 MM) A ED AREAS AND B OF A TYPE THAT WILL
�GONNP.QIlJll 1 I -' '� - L
WATER TO DRAINTO =TERIOR OP THE BUILDING. THE WA RESIOSTIVE
- TER
-��/,;..i _�_ BARRIER SHALL LAP THEr ACIiMENT FLANGE. THE EXTERIOR LATH SHALL COVER
fE p7. o.G � _ � � I '� ' 1 9 ';° AND TERMINATE ON THE ATACH141ENT FLANGE OF THE WEEP SCREED.
- ,Y;� _ (.Irud_2S' SDI I--�. s ,1 I. _
I
._ t I _ i
-, Ems!" V I - 1=1Lt_-.t N - .. ,L C<ES I t-� ;; • ..._ _ ._........ i
s
i r1' o'' (at_;;I ' TABULATIONS
- -----
AREA
1 hit)
EXIST LIVING/MASTER BEDROOM AND BATH ----------------- 1080 S.F.
OFFICE------------------------------------------------------------------ 93 SF .
_ BEDROOM/GAR. ENCL.-------------------------------------------
I TOTAL LIVING ---------------------------- - ---- ---- 342 S.F. ;
S.F.
: 10
SCOPE OF WORK -- 1512 S_._ �' I
o RL/ /Gh 'TO F EA 1 1 DL��I L.--� ELECTRICAL NOTES:. - ENCLOSE EXISTING GARAGE AND CONVERT TO BEDROOM PER PLAN NOTES: - @�
NTH _ CONVERT SHED TO OFFICE PER PLAN 0I
----- - - ' - ALL WORK SHALL COMPLY WITI THE 2014 NEC (NFPA 70) AND THE FBC[FRC 2017 CONSTRUCT NEW MASTER BATH AND CLOSET IN EXISTING MASTER BEDROOM
- SMOKE DETECTORS TOBEIIOVV/BATTERY BACKUP -ARC FAULTCIRCUI'F PER PLAN THE CONTRACTOR,SUBCONTRACTOR, SUPPLIER, ECT, SHALL VERIFY ALL
SlgdJ E DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL EXISTING DIMENSION, Q$ .
It SHEET 14UNBER
IJg�ROOMINTORSTO BE
CONDITION@AT JOB SITE PLANS, SPECIFICATIONS
- S11idI{E DETECTORS TO BE INTEICONNECTED SO THAT ONE SMOKE DETEC'['OR ACTIVATES � , EC7, p,. „j
NOTc: ALL CONSTRUCTION MUST COMPLY WITH THE FBC zo AND THE FaCo?o - STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE .�9� jJ[,'./Y� (;^h/ f pF
Lb COIJ
Pn 1SMOKE DETECTORS N THI RESIDENCE CO ni -_?, • '
DE BRANCH CI RCUIT ARC.TAULT PROTECTION FOR ALL CIRCUITS SERVING ROOMS RESIdE �' 21 � i �ITIOIrilorv) , xazQPLUmBING CODE, 2ozo jylECHANICAL CODE AND THE NEc ADDRESSE[j �Y THE MECHAV'CAL ELECTRICAL C./V11 Ewe/N q�jvG
cRE FBC AND NEC REQUIREMENTS ( y
NFPA O �NGINEEII AS CONSTRUCTION PROGRESSES, 8
E$I IlON MENOXIDE DETECTORSTO BE INSTALLED WITHIN 10' OF ALL BEDROOMS ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE FBCZoZmFOR SCALED
ALL WDRITL�N DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER ~' �59. R S`r LU IE, r SU/T8 #f r 14
PR'IIAUST FANS TO BE VENTED THIU ROOF OR SOFFIT ING BUILDINGS, THE FBC 2020, AND THE FBC :RESIDENTIAL GALE P R7 S7 LUC/�, �L 3g98s.'
- TUOVIDE TAMPER RESISTANT RICPTICLES PER NEC REQUIREMENTS EXIST!. /%
D
.-- DIMENSIOfN6 I PHOIVE(7,) �78-5-9888 ELhfAIL PtiYE'LCHiivCOAOL cOnf
- GT NEW ELECTRICAL INTO EXISTING SERVICE �� IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC'�4FOR EXISTING ALL CONS f Fl CT BE IN ACCORDANCE T THE FBC 1 FBCR 2 ( P�4 Y ELCH, P.E, F•L/l EG NO. 29945
ROUND SYSTEM PER NEC250 \// �! THISIbINGSCBAPTER6AND7 - EDITION).
E ING U ION TO CCO WITH H 02D iITH
-- - - BUILD.;.....,...-_ _ ._.-.___--AU6. 2 0 2021
_.