C) City of Carmel Beach Restrooms_Bid Set Drawings 02-25-2014
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Transcript of C) City of Carmel Beach Restrooms_Bid Set Drawings 02-25-2014
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8/10/2019 C) City of Carmel Beach Restrooms_Bid Set Drawings 02-25-2014
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00
Q
.
SANDSTONE
OUTCROPPING
d
~ ( '
--t
0v
eJi
0v
1 : - ~
uy-
~
0y-
0
24
SD
INV-16.3 _
--:
ff]
.1
SANDSTONE
OUTCROPPING
/
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.
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12
TEE CUT TYP.
SIDE
3
MIN.
ASPHALT
CONCREl PAVEMENT
6 MIN.
CL. 2 AGGREGATE BASE
PATCH
SEE NOTE
2
FOR
SEClON
THICKNESSES
INITIAL
SAWCUT
FOR TRENCH
EXCAVATION
1.
SAWCUTS REQUIRED FOR ALL
PATCHES
. . . A
3
MIN. PIPE BEDDING
2. DEPTH OF SUBGRADE
FORTRENCH
PATCH SHALL MATCH
THE EXISlNG
THICKNESS
OF
ASPHALT
CONCRETE AND AGGREGATE BASE. IN NO CASE SHALL THE TRENCH PATCH BE LESS THAN 3
ASPHALT CONCRETE AND
e
CLASS
2
AGGREGATE BASE. ASPHALT CONCRETE AND CLASS
2
AGGREGATE BASE SHALL CONFORM
TO
CALTRANS STANDARD SPECIFICATIONS.
3. SAND BACKFILL TO BE VIBRATORY COMPACTED AT OPTIMUM NOISTURE CONTENT TO
95%
RELATIVE COMPACTION. CONTRACTOR SHALL PROVIDE FOR COMPACTION TESTING AND SUBMIT
FINAL RESULTS TO CITY ENGINEER
.
4.
TRENCH IN NATIVE LANDSCAPED AREA SHALL BE RESTORED WITH 6 NATIVE TOPSCHL
TRENCH
SECTION
& PAVEMENT REPLACEMENT
'"
:
II
0
If
..
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IE
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NO
SCALE
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-
8/10/2019 C) City of Carmel Beach Restrooms_Bid Set Drawings 02-25-2014
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TOP OF GRATE AT
1 ABOVE
GROUND
CHRISTY
U21
SECTIONAL
CATCH BASIN
OR
EQUAL
6
LIGHT DUTY WELDED
G ALV. STL. G R ATE
.rt,....,l- GRATE ATTACHMENT AT
END OF PIPE OUTLET.
6 NDS40 OR
EQUAL.
6 TYP.
12 THICK
3/4
DRAIN ROCK
OPEN BOTTOM CATCH BASIN
FABRIC SHALL
HAVE
8
OVERLAP ~ ' " " "
l
NO SCALE
SAND
. __BACKFILL
....... ...__
--T
6 NATIVE
TOPSOIL
- r - i r - ~ - -
- ~ - - -
18
30
PERMEABLE
BACKFLL
l
3/4 DRAIN
ROCK
l - - -18 ' - - - - -1
'
;
6 PVC SDR 35
PERF. P I PE
PERF. ON
BOTTOM
MARIFI 140N OR
EQUAL
FILTER
FABRIC
ON ALL SIDES
OF
TRENCH.
6
MIN.
OPEN BOTTOM
PERCOLATION/DISPERSION
TRENCH SECTION
NOTES:
1, PIPE NOT TO BE RIGID WITH
FRAME.
2. SOUTH BAYFOUNDRY CLEANOUT
1248
O R E Q U L
3.
PCC CONCRETE
SHALL
BE 3000 PS
MIN.
6 PERF.
PIPE
NO SCALE
45' LONG
RADIUS
BEND
CLEAN
OUT
NO SCALE
6 MI
. - ~ - - '
.....
.
:
. : / '
WIDTH OF
TRENCH
SECllON A
/
.
/
/
I
I
24 SD
I N V ~ / 6 . 3 '
_ _ _ _ _ . . j ~ ' l f
SANDSTONE
OU TCROPP NG
I .
l
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.
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/
.
.
.
.
..,.:.-- .
. >
'..
/'
.
SO
CB
GR
E L ~ 2 3 . 6 '
NV. E L ~ 2 0 . 3 '
2.5 so
N V ~ 9 . 6 '
SANDSTONE
I
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.
(
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I I
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l
..... I
I
. . . .
s s
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8.1 3.1 4.110.9 10.910.910.9
A5.1
9
A5.1
7
TYP.
TYP.
Level 1
21' - 1"
Level 1
21' - 1"
(E) WALKWAY
27' - 10"
T.O. PARAPET
30' - 5"
4.1
3.2
22.4
7.2
(E) STONE STAIRS ANDWALK TO REMAIN
(N) STONE LANDING RE-USEEXISTING STONE PAVERS
Level 1
21' - 1"
2
A3.1
__________
(E) WALKWAY
27' - 10"
T.O. PARAPET
30' - 5"
3.24.1
4.17.2
itedtosuchuse.Reproductionorpublicationbyanymethod,inwholeo
rinpart,isprohibited.Titletotheplansandspecificationsremainswiththearchitectwithoutprejudice.Visualcontactwiththeseplansandspecificationsshallconstituteprimafacieevidenceoftheacceptanceoftheserestrictions.
1/4" = 1'-0"1North
1/4" = 1'-0"2East
3South
4WEST
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1/2"
(3)-#12x1/2" LOW-PROSCREWS AT EA STUD
tedtosuchuse.Reproductionorpublicationbyanymethod,inwhole
orinpart,isprohibited.Titletotheplansandspecificationsremainswiththearchitectwitho
utprejudice.Visualcontactwiththeseplansandspecificationsshallconstituteprimafacie
evidenceoftheacceptanceoftheserestrictions.
1 1/2" = 1'-0"4METAL STUD HEAD DETAIL
1 1/2" = 1'-0"5METAL STUD BACKING @ WA
CONCRETE
ALL PORTONS OF WORK PERTANNG TO CONCRETE CONSTRUCTON SHALL CONFORM
TO THE CALFORNABU LDNG CODE, CHAPTER 19
FOUNDATION
ALLPORllONS
OF WORK
PERTANNG
TO
EXCAVAnONS, FOUNDATONS AND RETANNG
WALLS SHALL CONFORM
TO
THE C AL F OR N A BU L D NG CODE, CHAPTER 18.
GENERAL
THE PROJECT SPECIFICATIONS FORM A PARTOF THESE GENERAL NOTES.
-
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2-#5 VERT. FULL
HEIGHT OF WALL
TYP. HORIZ.REINF.
RNATE BEN
HOWN
I
"r-+-------y------r--7 1
F
A I
V
12L/V / 1
----1'/I.A------+
#5 V E RT .- / v
#5 C 18 o/c
1B
/V
/1 /
2'-6 LAP
\
MIN.
r
I
/
/1 /1 - - -
~ l . . ( - . .
CONC.WALL
TW.
------rfj /
~ t : :
END OR JAMB
INTERSECTION
CORNER
PLAN
VIEWS
TYPICAL CONC. WALL
2'-0
2'-o
TYP.
TYP.
I I
-#5 VERT.FULL
HEIGHT OF WALL
#5 @ 1 8 ~ o/c
'S- i ~
~ ~ ~ v ~ j
>
I I
o
.
->
I
v
FINISH S U R F A C ~ \
PER
ARCH'L. \
.
HORIZ.REINF.
- _ __ __
NOTE:
TYP.VERT. REINF.
NOT SHOWN
TYPICAL FOOTING
REIN F.
:=.
0
L
< .
I
PROVIDE SLEEVES
FOR
ALL PIPES
PASSING THROUGH WALLS & FOOTINGS
BOTTOM
OF
_{
r.?
\ I
; -1
- s : : : : : = t l = j : ~ - - - - \ - - - - @ 2 -
I
~ ' - - - : ~ ~ ~
1\ ,
I
ATPPES
UNDER F O O T I N G S - ~ 1... g
EXCAVATE STEP IN BOT OF FOOTING
WHERE
NECESSARY TO MAINTAIN A
MINIMUM COVERAGE
OF
9 ON EACH
SIDE AND
6
@
BOTI.
OF SLEEVE
MIN. MI N.
TYP. PIPE THROUGH A FOOTING
:OJ
11
6
20
4B
BAR DIA MIN.
TYP.
"
'
v
CDNC.
IIALL\
2'-8' MAS.
3' o CDNC.
RENF BARS SHALL BE THE
SAME
SIZE AS FOOTING RENF
TYPICAL STEPPED FOOTING
3
7
2
7
21
CONTROL JOINT
#4 II 16' o/c
EA.
WAY @ 6 -AB /@
4
@
20m
o/c E A . W A Y @ 5 S I . . A ~ \
#4
@
20m
o/c E A . W A Y @
4 SLAB \
. . . u F - - ~ . --,-_-----,.,------1
- - - ' n
e a n -
~ i t t e d
with
brass cou nte r - sun k
plug
.
For
No
Hub
piping
, ZN1(40 .
4 . C l e a n o
~ C O
For grass or planted areas , Zu rn 1449 located in
c o n c r e t ~ bo;t with ccver
.
Hnions
1 .
Ge nera l : P
ov
i
de
u
r ions at eac
h
so
l
de
.
ed
o r t
hr eaded co
n
nect
i
on
to
equipment , tanks ar.d valves ; on one threaded connection to each
manually
operated threaded valve
and cock
and on one threaded
ccnnection
to
each check valve
;
at both threaded connections
to
threaded or so:
.
dere:d automatic valves
.
Provi
de where r e
quired by
service w h ~ t h e r indicated or not .
r a p s
General
:
Provide t raps
on
a l l fixtures connected
to soil
systems
,
except - for fixtures .
having
integral t . aps .
Arrange so
discharge form
any
f i x t u r ~
wL.l
nc
pass through
more
than
one
trap be for
e
reaching
sewer . Al l
t raps
shall have
seal of
not less than 2- inc hes and not
mere
than
i -inches .
1 Exposed
Pi
: Expos
ed
t raps
shall be
17-gauge
chromiu
m plated
cast
brass .
. Cast a p : Tra ps insta
ll
ed
in
con nect i on w th cast ir on
pi
ping
shall be s . ~ m e qual i ty and grade as pip e .
~ r a p
Primers
1 General : Provide tzap t:r imers on a l l drai ns with
infreq
uent usage
an
d
as
follows
:
~ ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
DATE:
IICALE
DFIAW
OHEOK
OHEOK
FILE
N
IIHEET
F
BHE
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'CONTACTOR-A
ON
7
DAYS A
WEEK-DUSK
TO DAWN.
'CONTACTOR-B
SET TIME CLOCK
TO
BE
'ON' AT
4 P.M.
AND
'OFF
AT 10 P.M.
A
BYPASS ~ I T H
2
c
H N
A-5
3
4
TO
FIXTURES
1111
A
TTTT
1
TO
FIXTURES
T
1111
B
TTTT
A-1
30A, 4BOV. ELECTRICALLY HELD CONTACTOR WITH 120V. COIL, GE #CR260L.
SPST,
7 DAY
DIAL TIME SWITCH
WITH
DAY OMITTING FEATURE AND RESERVE POWER
TORK W220L.
PHOTOELECTRIC CONTROL,
TORK
#2101, MOUNT ON ROOF FACING NORTH.
NEMA
1,
SURFACE MOUNT ENCLOSURE WITH HINGED COVER, LABEL COVER
EXTERIOR LIGHTING CONTROL CABINET.
EXTERIOR LIGHTING CONTROL DIAGRAM
SCALE:NOT TO
SCALE
#
A-1
A
A-4
WOMEN'S
(
1
)
ELECTRICAL
PLAN
SCALE: 1/4 1' -
0
ELECTRCALSHEETNOTES:
6
PROVDE CONNECTION TO HAND DRYER. COORDNATEWITH INSTALLER.
PROVDE CONNECTION TO FAUCET SENSOR. COORDNATEWTHINSTALLER
PROVDE
AND
INSTALL
LIGHTINGCONTROL PANEL FOR EXTEROR
LGHT
FIXTURES. REFER TO
DETAL
03
ON THSSHEET
PROVDEANDINSTALLNEW METER MAIN
WITH
100AMPMAIN CRCUT BREAKER
AND BRANCH
CRCUT PANEL. REFER TO PANEL SCHEDULE.
PROVDE ONE 3 CONDUT WITH
PUUL
STRNG PER PG&E'S REQUIREMENTS. COORDINATE WTH
PG&E. REFER TO ARCHTECTURALDRAWINGS FOR CONTNUATON
OF
CONDUIT ROUTNG TO PULL
BOX AND PONT OF CONNECTION WITH PG&E.
ALL RECEPTACLES SHALL BE GFI AND MOUNTED AT
+42
UNUESS NOTED OTHERWISE.
PROVDE JUNCTION BOXWTH STAINLESS STEELCOVERPLATE FOR FlJTURE INSTANT HOT, WITH
CONDUIT ANDWRE BACKTO PANEL A.
PROVDEANDINSTALL
1
GRS CONDUT UP ABOVE ROOF AND CAP
ABOVE
ROOF, FOR FUTURE
PV
INSTALLATON
Voltage:
120 124
Phase:
1
Wire:
3
Bus: 150
Panel:
-
Volt Volt Circuit Circuit Volt Volt
ON
A (N
Serving
Outlets Amps
Amps
Breaker
Breaker
Amps
Amps
Outlets
Serving
LTG REC MSC Ftlase
A Fhase B Fhase A Fhase 8 LT G
REC MSC
EXfLTS
26
1
-20
1 2
1P-20 1500
HAND
DRYER
LIGH
T
NG
20 1
-20
3 4
1P 20 1500
HAND
DRYER
LTG CNlRL PNL
100
1
-20
5 6
1P 20 180 1 RECEPT
RECEPT 2 360
1 -20
7 8
2P-
180 RECEPT
EW
H
FUTURE 1750 2P-
9
10 20 180
1750 20 11 12
0 SP
ACE
EW
H
FUTURE 1750 2P- 13 14
0
SPACE
1750 20
15 16
0
SP
ACE
SPACE 0 17 18 0
SPACE
Sub-Total A
3626 3880
1860 1680 Sub-Total B
3626 3880
Sub-Total
P
Toa Vo--Amperes
11,046
5486 5560 Total
Amps. (Heaviest) Phase 46
LIGHTING
FXURE
SCHEDULE
MARK MANUFACTURER & CATALOG NO. MOUNTING LAMPS VOLTS REfvtARKS
QTY/WATIS TYPE
A
8EGA-US #2272 LED
WALL 1/6.5
LED 120
B BEGA-US
#3519 LED CE
I
LING
1/6.5
LED 120
#
SYMBOLS AND
ABBREVIATIONS
A -1,3,5
11111
#10
[3]
Q)
F@
F@GFI
*
D
I
c
G.B.
E.G.
(N)
NE C
N.T.S.
UO N
W/
WP
p
HOMERUN TO PANEL. LETTER DENOTES THE PANEL AND NUMBERS INDICATE
THE CIRCUIT NUMBER. CROSS MARKS INDICATE THE QUANTITY OF
CONDUCTORS,
#10 INDICATES
1
CONDUCTOR
SIZE.
(#12AWG
MINIMUM,
U.O.N.)
SIZE
CONDUIT
TO CODE. (
1 )
INDICATES
GROUND CONDUCTOR:
SIZE AS INDICATED
OR REQUIRED BY
CODE. NO
CROSS
MARKS
INDICATE
2#12 AND
1
#12 GROUND.
SINGLE POLE
20
AM P. SWITCH, M OUNTED AT
+42 AFF
TO CENTERLINE OF DEVICE.
BRANCH CIRCUIT PANELBOARD.
SHEET
NOTE
REFERENCE. REFERS TO SHEET
NOTE 2
ON THE SHEET
IT
IS
SHOWN
ON.
JUNCTION
BOX
20
AMP,
120V
RECEPTACLE.
MOUNTED AT
+42
TO
CENTERLINE
OF DEVICE.
GFI TYPE DUPLEX RECEPTACLE
240 VOLT
RECEPTACLE
CEILING
MOUNTED
FIXTURE
AND OUTLET.
WALL MOUNTED FIXTURE AND OUTLET.
WALL MOUNTED MOTION SENSOR, DUAL TECHNOLOGY,
WITH
A/B SWITCHING.
MOUNTED AT +42 AFF TO CENTERLINE OF DEVICE.
CONDUIT
CIRCUIT BREAKER
ELECTRICAL
CONTRACTOR
NEW
NATIONAL ELECTRICAL CODE
NOT
TO SCALE
UNLESS
OTHERWISE NOTED
WITH
WEATHER PROOF
POLE
TO
PG&E
5 f < p
#8 BARE CU
GN RO
WATER
20' UFER
MAN
* TEST GROUNDS FOR 5
OHMS
MAXIMUM.
ADD GROUND RODS AT 8' O.C. AS
REQUIRED
FOR 5 OHMS.
ONE LINE DIAGRAM
SCALE: NOT
TO
SCALE
MIRACLES
UNLIMITED,
INC.
ELECTRCAL
ENGINEERING
P 0. BOX 1808
APTOS, CA
95001
(831)
688-8013
JOB NO. 14011
ity of Ca
Beac
Restroo
SCENIC
RD
SANTA
LUCI
CaiTial CA 9
Bid
SE
6REVISION
ELECTRI
POWER
LIGHTI
PLAN
Scale:
AS
N
Drawn By
Job
E2. 1
Feb.24,
20
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D V S ON t6 ELECTRICAL
SECTON
t60t0 ELECTRICAL
GENERALPROVISIONS
100 GENERAL
tOt
CONDITIONS &
REQUIREMENTS
A Re e
o
theGenea C o n d ~ i o n s Suppemen1ayGenea Condons and Divson t Genea
Requemen1s
B. Pruvsons
o
1his S econshaapp ly to a S econso fD ivson t6.
t02
SCOPE
OF
WORK
A S ec o ns c ov er ed in Divson 16 are reaed toone another andsha
be
consdeedas awhoe Thesepaaon into secons and arcles is
for
clary puposeony
B F urn ish an dinstal al materals and equipmentand provide a labor equied andnecessary
to
complete the work shownon the drawings and/orspecied inal Sectonso
Division 16 and aother work and miscelaneous iems, notspeci caly mentoned,but reasonably infered for a omplete instalaton including alaccessor es and
appurenances requied forestng the system. I ishe intent
of
he drawingsand specicatons that alsystems
be
complete,and ready oroperaton.
t03
CODECOMPLANCE
t04
t05
106
107
t 08
t09
A. Al workand materals shalcomply wih the latest rules codes and regulatons,including, but not mied to the folowing. The code edions beng enforced sha
be
compedwih
t OccupatonalSafety and Hea1hAd Standads (OSHA
2.
NFPA#70 Calornia Elec calCode.Beo esar ng instalaton,contacthe Ciyeec ca inspector
and
determine which e d ~ i o n o he Codeisbengenfored.
3. NFPA tOt L e Saey Code
4.
A otherNFPA sandads
5
Calornia
state
Safety Ordes and Calornia Elec calCode
1 i e
24.
6
Al otherapplcable Federal State andlocallawsandregulatons.
B.
Codecomplance ismandaoy Nohng
in
theseDra ngs and Specicatons pam1s work no conomingto 1hese codes Whee work isshown to exceed minmum code
requemens compy
wl1h
drawings
and
spedcaUons
C No work shalbeconceaedunt aferinspecon and appova by proper au1ho es
I
work isconceaed l 1 h ou inspecon and approval the Contactorshal be
responsbefor a workrequ ed to open and r esoe1heconceaeda eas in addon to a requedmodicatons.
D
A w ork sha bedoneby
a
ae
o
Calornia lcensedC-t
0
E lec ca lC on taco r
UCENSE, FEES AND PERMITS
Arange for requied inspectons
and
payall cense, permi and inspecton fees Contactor shal no ty al interestedpares whenthiswork
is
ready or any necessary inspectons. A
copyofsgnedof
p e 1T s
sha be tumed over o the Owne
CONDITIONS AT S TE
A. Visi t o s e is equied of al bidders pror o submission o f bd A l wi
be
held to have famiarzed themselves wih
a
discernible condi ons andno exta payment wi
be
alowed forwork requied because o hese condions,INhehe specicaly mentoned or not
B. Lnes
of
o1he
servces
shownon the d r a w i ~ s as
existng orvisibly evidentat
1hes e 1ha ae
damaged
as a
esul
o
his work
sha
prompty
berepaed t noexpense
to
1he
Owner
o thecomplete
satsfecton of
1heOwne
DRAWINGS AND SPECIFICATIONS
A . A l d r a w in g s a n d a D i v i s io n sd these specicatons shal be consideredas
a
whole and wok
o
this Division shown anywhere therein shal be furnished under this Division.
B
Drawingsare diagrammatc and indicate thegeneral arangement
o
equipmentandwi ng.Mostdi ectroutngof conduis and w ing isnot assured. Exactrequi ements
sha
be
governed by achecbJa s ucbJaandmechanicalcondions o he ob. Consul al other drawings in preparaton ofhe bid. Exta lengths ofwi ng oraddion
o
pul
o uncton boxes etc. necessiated by such condi ons shal be included inthe bd Check a informaton and repor any apparentdiscrepancies before subming bid.
C . R i gh t i s r e se v e d t o ma ke c h an g e u p to ten feet in locaton of any outetorequipmentpror
to
roughing-n wihout increasing contact cos
D. The latest ssue of a parcular drawing shal take preference overearer ssues
SAFETY AND INDEMNITY
A Ss ety The Contactorshal be solely and completelyresponsbeforcondions of 1he ob se ,
i n c l u d i ~
safety ofa pesons and properydu ngperormance of he work
Thsrequiementwi apply contnuously and no
be
lmied to nomaw orkng hous S eeasoGeneaC ond ionsand SupplementalGenea
C o n d ~ i o n s .
B N o ac s er vi ce , d ra wi ng review orconstuct on review by
the
Owner
the
Archiect
the
Engineers
or hei
Consulants
s
intended
to
include review of he adequacy
of
he
Contactors safety measures,
in
on,
o
near he constucton sie.
See
also
General
Condions
and
Supplemental
General
Condions.
C . I nd em ni y : T he
Contactor
wi hold harmless,indemnY anddefend the OWne the
Archiect thei
Consulants andeach
o fhe io f ce rs ,
employees andagents, fom any
and a l l a b i y claims,losses or damage arsing or aleged to arse om the perormance ofhe work descrbed heen butnot including the sole neglgence o he Owne the
Archiectand theiconsulants,andeach o heiof cers,employees andagents.
RECORD DRAWINGS
Provide one set of drawings,wihin seven days
o
pr oject na lna l revew, that have been marked wih
red
ink that show alchanges inthe instalaton that are dierent han whatis
shown
on
the contactdrawings.
GUARANTEES
A materalsandequipment urnished unde
1hs
Specca onand/orDrawingsshal
be
guaaneed
in
w r ~ i n g for apeodo f one (t) ear om
1ha
daeof naacceplance against
defecve materaldesgn and wo
sze is no ndicated,minmum sze sha be20'W
X
24'H X
D
uness o1hewsenoted on dawingsFinish shal beANS
6t lght
grayename
B
Provdeins de terminal
cabne Z 1hck pywoodbac
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2.09 EQUIPMENT MOUNTING AND SUPPORT HARDWARE
Steelchannels,bols, washers,etc.used for mountng orsuppor o electcal equipmentshal be galvanized type Where instaled incorosive envionment stainlessseel hardware
shal
be
used.
A Use materals
specicaly
ntended
for
the use
B
Provide he folowing suppors
and
fastenings for locatons
as equied.
1
Stuctural
Steel Beam clamps,welded studs, OM.
2. Concrete:
Rawl
or Phi ps anchors,OM The
anchos
shal
be
expandable by ghtening the
b o R e d H ea d
wedge type anchors
sha
not
beused
3.Wood:Lag screws,machine bo s
wood
scews
4.
Wood
Blocking inShearWoodscrews.
5. Holow Tie &Gypboard: Toggle bols. These wi bealowed fornomsweighing Sb
o
less
6. EquipmentSuppors
&
Trapeze Hange"' Formed galvanized channel Unistut
OM.
7. Use galvanized or plated fasteners
ina
locatons.
8 H odp gavanze feous iemsa fe r ab caon fo exeo undegoundo ohew iseco osve locaons
3.00 EXECUTION
301
GENERAL
A.
Elect cal system layouts indicated onthe drawings
a
generaly diagrammatc, but shal be folowed
as
closely asactual constuctonandwork ofother tades wi permi
Govern exact routng ofcable
and
w ing
and
the locatons of
ouUes
by
the
s1ructul
and
the equipmentserved.Take al dimensions
fom
archnecturaldrawings.
B Consul al otherdrawings.Very a scales and
reJX>rt
any dimensional disaepancies orother confcts to Archiectbefore submi ng bd
c.
D
E
Al home runs to paneboards,relay cabinets,cont olpanels, etc. are indicated as starng fom the
outet
nearestthe panel and contnuing inthe general
diecton
o fha t
panel Contnue such cicuis to the pane and cabinets asthough the
mutes
were completely indicated.
Avoid cutng
and
borng holes through stucture orst ucturalmembe" 'whereverpossible. See
1601
a
Furnish and instal al necessary hardware,hangers blocking,brackets, bracing, runners etc.requied
for
equipmentspeci ed under
his
Secon.
F
Provide necessary
backng
requied
to
insure
rgid mountng ofouUe
boxes.
3.02
WIRING METHOD
A
Instal al wing
in
raceway,unless specicaly shown otherwise.
B
Sizes for conduis, unless specicaly shown otheMise, shal be determined fom
the
NatonalElectc Code
C.
Condui shal be ngid steel EMT,o plastc as olows:
1 Above ground:Use rg id steelor EMT.
a
Wetocatons:
Rigdsteelonly
b
Locatons subject
tomech111ca
injury:
Rigid
steelonly.
c In conCie wals or block wals:Rigd steelonly
d D ry ocatons andnotsubject tomechanicalin jury:EMT,o rgid s eelcondui
2. Underground and
under
sab:Use wrapped rg id seel
or
plasc
a Condun shalbeinsta led on 2' sandbase andcove ed
by
sand backf Inplantngareas provide 2" concrete capMuf ple runs
shal
maintain
1
minimum
sepaaon beweenruns
3. Make alr sers
to grade
wih rg id see
condui
and
f n gs
only.Concrete encase rgid seel does
not
need to be wrapped.Rigd steel
condui not
n
conaete
andin
contact
wih soi shal bewrapped.
4 .B ur a ldepth of conduis shal
beas
folows:
a
Concreteencased: 24 minimum for
600V
orlower systems to top of concrete encasement
b Concretecapped
24
minimum
to
top
of
condui
c
Conduis wihout conaete encasementor cap 24 minimum to top
of
ondui deeper
f
ode requies.
d P G& EPrmary and Secondaryconduis shal be30"
below
grade.
D
Underground condun enterng buiding shal be provided wih one 1 secton of gid steel condui at point
o
penetatonof oundaton, footng or basementwal wih
approximately
equal
lengths inside
and
outside
b u k n g l n e .
3.03
INSTALLATION OFCONDUITS AND BOXES
A R u n a l c o n du i s c o nc e al e dunless otherwise noted
or
shown.RunnocondunsinconCie slabsexcept at pointofpenebaon Al penetat ons shal be at rghtanglesto
slab suraces.
B R un e xp os ed c on du i paralel to or
at
rght angles
to
center lnes of columns andbeams
C. Suppor conduiswih UL lsted steelconduisupporsa intervals equied by CEC. Wies
or
sheetmetalst ps are notacceptable for condui suppor Usecondui hangers
for alconduis notdiecty astened to stucture
and
for al mulple condui runs
D Individualcondui s 34 ze may be suppored fom ceing suppor
wies
wih Caddy clps only
i
acceptable
to
localcode.
Only
one condui is pennied to beatached
to
any ceing suppor wie.Hangsuch condui so as not to
afect
evel
of
ceing.
E
Instal conduis above ceings to avod obstuctng removal of ceing tes,lghtng fxtures,ai diusers, etc
F Provide condui sleevesand chases whereverconduis pass hrough foors and f e-atedwas
Set
nforms before concrete ispoured. Al penetatonsofroofs and
exteror
wals
by
electcal work shal
be
fashed
and
counterashed
to
preserve weatheiJroofintegr y ofbui ding. Materaland techniques
usedsha
conform to roof
o
wal
weatheiJroofng speci caton.
Al
foor
andwal
penetatons
shalbe made
waterght
G . A l u n de rg ro un d
conduis
andducts 2' and
larger
shal beproven
clearby
pulng through a mandrel14
smaler
than the inside diameter
H
Outet
and
juncton boxes shal
be
sized per
the
C.E.C.
based on
wie
sze
and quanty ofwies
as a
minimum.
I Outetboxes shal
be
atached to sb.Jds and
or
backing in a gid mannerso they cannotbe pushed back into the wal
or
ceing space
i
he hole cut n the wal orceing fnish
materal ismisal gned.
J. Swich and plaster rngs shal be amaximum distance of
118w
fom fnish wal orceing materalsuch assheetrocko te.
3.04 INSTALLATION OF
WIRES
600VOLTS AND BELOW
A
Pulno wie
into any
poron
of
he condui system
unt
al
constuct on work
which
might
damage he
wie
hasbeen completed.
B
Instal al wie contnuous fom outet to outetor erminal to terminal Splces
in
cables whenrequi ed shal
be
made
in
pulboxes
or
uncton boxes Make branch cicui
splces
in
outet
boxes
wih
8'
ofcom dly
coo
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