HomeMy WebLinkAboutPSL Congregate Living 38841BUILDING PLAN CHECK
ST, LUCIE COUNTY -FORT PIERCE FIRE PREVENTION
FORT PIERCE, FLORIDA
TELEPHONE 465-6655
BUREAU
PLAN NUMBER _ #11269
DATE RECEIVED—. 10/ 803
--
CONTRACTOR: _ dugi,ter Building CorP________ PHONE NUMBER:_
ARCHITECT:___ Shrum Ali & Assoc. - ----------------PHONE NUMBER:_
OWNER:—_— Port St. Lucie Convalescent Home Edan__Park Management Co.)
LOCATION:_ Lsuu 0ieander Avenue
TYPE OF OCCUPANCY: Business _TYPE OF CONSTRUCTION:
SIZE OF BUILDING:--- 5,400 sq. ft. NUMBER OF FLOORS: 2
REQUIREMENTS:_ TO COUNTY BBUILDING OFEI-CIAL
1. Room 1120 (20) shall be separated from other parts of the building by construction
CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS
24 HOUR NOTE REQUIRED ON ALL INSPECTIONS
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BUILDING PLAN CHECK
ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU
FORT PIERCE, FLORIDA
TELEPHONE 465-6655
CONTRACTOR: T.M.I.
ARCHITECT:
OWNER:
Port St. Lucie Convalescent Home
LOCATION:._7300 Oleander Avenue
_ __—
TYPE OF OCCUPANCY:
SIZE OF BUILDING
REQUIREMENTS:
TO COUNTY BUILDING OFFICIAL
Underground 8" water line extension
1. Plans accented.
PLAN NUMBER #1269-Sprinkler
DATE RECEIVED
PHONE NUMBER: --
PHONE NUMBER:
TYPE OF CONSTRUCTION:
NUMBER OF FLOORS:
CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS
24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS
REVIEWED BY: �
sicNATUR— - --- DATE_ 3 - 7- fj
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EXISTING GROUND ELEVATION
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��• FINISHED GRADE
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/3O FINISHED PAVEMENT GRADE 4r 0 C
C-1 FINISHED CONCRETE GRADE µ11
PAVEMENT TO BE CONSTRUCTED
CONCRETE SIDEWALK PER ARCHITECTURAL =
DRAWINGS)
SANITARY SEWER SERVICE PO BE CONSTRUCTS TIc,
PVC DR35
LV �O) DOMESTIC WATER LINE TO BE CONSTRUCTED N
W CFI PVC DR21 20OPSI Oo _"
FIRE PROTECTION WATER MAIN o
r R. C.P PVC C900 DR18 150 PSI Z
—_— REINFORCED CONCRETE LIVE TYPE III
SEWER CLEAN OUT
GATE VALVE TO MATCH WATER LINE Z Z W
DUCTILE IRON(DI.) TEE FITTING
NOTE- ALL FITTINGS TYPICALLY ARE DUCTILE p 0 U
IRON
NOTE: COORDINATE ALL PIPING AND FI TING REQUIREME
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SPECIFICATIONS.
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1. ALL DIMENSIONS & CONDITIONS SHALL BE COORDINATED BY THE r } Q
CONTRACTOR. ANY DISCREPANCIES WITH THE ENGINEERING
DRAWINGS AND THEIR RELATED SPECIFICATIONS SHALL BE RESOLVED
THROUGH THE ENGINEER PRIOR TO THE EXECUTION OF THE WORK.
IN THE EVENT CONFLICTS ARE ENCOUNTERED IN THE FIELD, m
SUCH CONFLICTS SHALL BE SUBMITTED TO THE ENGINEER FOR
RESOLUTION. CONFLICTS SHALL NOT BE RESOLVED BY,.THE
CONTRACTOR WITHOUT THE ENGINEER'S APPROV �'' �:p. I
2. EXISTING UTILITIES THAT THE ENGINEER IS SPECIFICALLY J w
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AWARE OF ARE SHOWN ON THE DRAWINGS. THERE MAY BE OTH z w
EXISTING UNDERGROUND UTILITY SYSTEM LINES, AND UNDER- z a
GROUND ELECTRICAL SERVICE LINES, IN THE PATH OF THE W O
.PROPOSED UTILITY LINES, ALL NOT SHOWN ON THE DRAWINGS Y'O ¢
o THE CONTRACTOR SHALL TAKE PRECAUTION TO COORDINATE THh" -�
LOCATION OF EXISTING UTILITY UNDERGROUND LINES WITH Q
THE OWNER'S MAINTENANCE STAFF BEFORE DIGGING 411 iiC'` r > ><
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I 2411 PROPOSED ONE STORY S. 89- 47' OO" 1,822.94' 71
ter- I THREE UNITS - TYPICAL - '-�'
I-UN1-1 2b>= 2- QC,),nsk3 H %Gti�,TZ=W ,EIr,u-c�I''-o" Flame Spread Ratin
I I A. TYPE OF PROJECT - ADULT CONGREGATE LIVING CAMPUS LANDSCAPING ExitWay'sC.lass.4.•IJ.M�• inlmum
B. PARCEL SIZE - 1,204,216.8 SQUARE FEET OR 27.645 ACRES EXISTING PINE TREES TO BE PRESERVED a
,�f •. .
� ! ! UTILIZED AS A PART OF THE LANDSCAPING Ofh'' �'''" Minimum
(, C. NUMBER OF BUILDINGS .: WHERE FEASIBLE. N OF`� l
II EXIST CONVALESCENT CENTER - I
� PROPOSED THREE STORY BUILDING - I NEW TREES AS SHOWN - MINIMUM HEIGHT = 7 FEET
PROPOSED THREE UNIT ONE STORY BUILDINGS - 14 & AS REQUIRED. ITF7 PLAN
PROPOSED ADMINISTRATION ONE STORY BUILDING - I � OAK
I D. NUMBER OF UNITS TOTAL -I-r }eA }A
EXISTING CONVALESCENT CENTER TOTAL BEDS - ISO ACCEpp#@!I AS Noted
BLACK OLIVE I I �2!� iE�?arlt�d Wet
PROPOSED THREE STORY BUILDING TOTAL UNITS -142 I" - 50'-O ♦,... as A t
PROPOSED ONE STORY THREE UNITS TOTAL UNITS - 42
E. ZONING- "I" INSTITUTIONAL V� MAHOGANY
F IMPERMEABLE SURFACE AREAS 1� LEGAL DESCRIPTION
EXISTING CONVALESCENT CENTER BUILDING - 69,949 SQUARE FEET EXISTING PINES - ST. LUCIE COUNTY
PAVED DRIVES, PARKING, COURTS a WALKS - 90.064 " (j BUILDING DIVISION THE SOUTH ONE HALF OF LOT 3; LESS THE EAST
TOTAL EXISTING - 160,013 SQUARE FEET
PROPOSEDTHREE STORY BUILDING FIRST FLOOR - 56,000 SQUARE FEET • GARDENIA REVIEWED 50 FEET;' AND THE SOUTH ONE HALF OF LOTS 4, - -
ONE STORY THREE UNITS (141 - 53,760 SQUARE FEET FOR CODE COMPLIANCE r!♦
PAVED PAVED PATIOS a WALKS-20,160 { HYBlscus -REVIEWED BY DATEf�'/� 5, AND 6; ALL OF LOT 6; BLOCK 3, SECTION 15, ST.LUCICGOUNTY— FT•PIERCE
TWO STORY ADMINISTRATION BUILDING - 2,640 SQUARE FEET
THREE STORY BLDG. FRONT PAVING 14,636 SQUARE FEET PLANS &PERMIT I TOWNSHIP 36 SOUTH; RANGE 40 EAST; MODEL FIRE PREVENTIONBUir,",U
- -' __
REAR PAVING -- 35,000 " HEDGE MINIMUM HEIGHT = 18" 9 AS REQUIRED. MUST BE KEPT ON JOB : - W-
TWO.STORY ADMINISTRATION PAVING - 18,500 SQUARE FEET .,. _ OR NO INSPECTION, VILLBEMADE
LAND CO. SUBDIVISION AS RECORDED IN PLAT BOOK REVIEVYED..-..
r n�w�.,n_ IXORIA - FOR CODE COMPLIANCE
ONE STORY THREE UNITS PAVING - 63,UB3 SQUARE FEET I, PAGE 41 ; ST. LUCIE COUNTY, FLORIDA; LESS
TOTAL IMPERMEABLE SURFACE AREAS-423,992 SQUARE FEET 1,.* BOXWOOD ,(// GOAD AND CANAL RIGHTS -OF -WAY.
G. OPEN SPACE - 781,I36,8SQVARE FEET DATE/D-R3� $
1 /
H. PARKING EXISTING CONVALESCENT CENTER -ISO BEDS GROUND COVER a ,�
GRASS AS REQUIRED.
EXISTING = B4 (a HANDICAPPED) I CONTAINING: 27.64 ACRES SUBJIETTO:
REQUIRED 180 - 2 = 90 PROPOSED 2 STORY OFFICE BUILDING LANDSCAPING WATER SUPPLY SYSTEM TO BE PROVIDED. 1, SOUT;4FFtNSTANDARDBUILDING CODE '
PROPOSED THREE STORY BUILDING SHOWN = 28 (2 HANDICAPPED) CONS—
('$-t 1 • 2. NFPA--101 _ -
SHOWN = 80 IS HANDICAPPED) REQUIRED:5,40Q0' 1,000=5.4X5=27 S. ALL LOL'AL CODES $I ANENDIAENFS - -
REQUIRED 156 _ 2= 76 P°IIrt�3"( IPMW,F.
PROPOSED ONE STORY THREE UNIT BUILDINGS
TWO
SHOWN - 56 ( 2B HANDICAPPED) °.iCOC<`/ <+t•rP•.^YINI ;;,YF�, /.,,'I!.N (NOI:TH :,itj °�°�� - �/ �% I - -
REQUIRED 84—'2= 42 F';VE. ONE -zi-.
1. DEVELOPMENT SCHEDULE - ATTACHED , �N rtw,Qj0
J. SIGNS - EACH GROUND TYPE NOT TO EXCEED 24 SQUARE FEET ��, � NINE pNE 3'TG�`y{ t Q`t c�ll7rYut2EE V*+tTCS OF SIGN AREA a SHALL NOT EXCEED 24 FEET IN HEIGHT OCT- I 4 MY —'
DIRECTIONAL TYPE NOT EXCEED 6 SQUARE FEET. PORT ST, LUCIE
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8 50 7 9
REVISIONS
SHEET
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OF
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,I ,�� li,�.� I _" H AM18-83 ATED SURFAftTHE EXCAVATED 4#A..1SPECI,
BUILDING COE WITH PARAGRAPH I SECTION II�i�-
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SITE AND NOTIFY THE ARCHITECT AND/BR ENGINEER OF ANY DISCREPANCY IN M DRAWINGS, AND - I,.r �
IlI 1 m T_ 7>
! j, Ii. " F, 1,
,y H RK, THE CONTRACTOR SHALL COORDINATE 1 INCHES ECTRICAL, AIR CONDITIONING AND I A MINA�i_- PAYMENTS SHALL BE ,�''',,. �PA , *#F0RT SHOU;:
�1 1 , w mum DEN AS DETER 'O,
NOR HAVE CONTROL i11 ,IW-,, , , --�a I,11llI,,"Ct, � K i
4 ,k,�`M�,."
iTHE OWNER ,�P',k
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PSI AT 28 DAYS , I
, k , i., ED; MAXIMUM SIZE, -,�,
3/4". PROVIDE AQUAPEL INTEGRAL WATER REPELLENT ADMIXTURE IN ALL SLABS AND WALLS AT/OR ,
I!D , ,
;,l , vi"
"
: ARE DESIGNED FORA SURE OF 23500 P SjAND SHALL BEAR FIRM SAND AT A ,>,� . msW" 'I
DEPTH OF 18"TO 24" BELOW EXISTING GRADE. SOIL REPORTS AS PREPARED BY FRASER ENGINEER- ,V �,,, v,"
INC, OF FORT PIERCE F �,:*
DEPTH OF 5'-OBELOW XISTING GRADE ON AUGUST 8l'"-$E, wl
, R,W�_ W. , ,,- -,, " , �,
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AA-615. GRADE 60 WITH A.S,T,M, A-305 DEFORMATIONSDETAILFABRICATE AND PLACE i_�, � �
", STEEL. ,S,T,M, -
�, '
PROVIDE 1'1
L I _
TURN ALL CORNERS WITH TWO #5 BARS, 3'-O" LONG AND BENT IN THE MIDDLE, LAP CONTINUOUS x ,, A
REINFORCEMENT AND COLUMN BOWELS 30 BAR DIAMETERS. LA ,,,;, j�
. REINFORCING SHALL BE FREE OF RUST, SCALE AND OTHER DELETERIOUS I
1P , �, :, REINFORCING CLEAR) COVER AS FOLLOWS4COLUMNS AND BEAMS-2, SLABS-(,T"
"� ,,-
1 1/2"FOOTINGS-30qli
,
1 4 �;
'_1 ,
,. ""-
. 1, mi,! CTURAL STEEL SHALL BE FREE OF RUSTSCALEOIL AND OTHER DELE_ _ , �1_'
�, Y, F
PAL ENCASED INHIBITIVEINT.STEE_I "
, ,.,
'IjI CH UP ALI. ABRASIONS AFTER ERECTING. A E 11
" DEVELOP THEIR FULL STRENGTH WITH E40 OR E-70 ELECTRODES. BOLTS SHALL BE HIG .� ,. �I
ASTA-325S�...M. p.
" i
" $�� r
_1� _�%
-1 - ,I , -- � i , ,,1 _j _.,
Ar"TO THE LA OF HE STAN BUILDING CODE.SHLL0 T �"�"�jty� " a _ �
,
:r1ki , �_
, ABS ON FILL SHALL BE MADE WATER RESISTANT WITH -�-k,,,,� . ��t,� �i�� ".1,�L�BSON FILL. ',
. ACTED To Ax' .
_"MINIMUMDENSITY OF 98 PERCENT (AASHO-T-180). PLACE F EXCEEDING I21-i
LOOSE, i
. I 7,1� I ,
�
PTHRCONCRETE BLOCK-OP"ENINGS� WHERE OENINGSU ,
-
-
LOCATIONS 0
",
�"I ELECTRICAL, MECHANICAL PLANS, I >,
M F , I
,
ALRECONTRACTOR MATERIAL: L .Qtq*- "G
r , 'L,TORY, . , 1. , IF
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, �, 11 L "
1" �ft"
, _f� I, � � ,
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ARED OF ALL TREES EGETATIONAND ANY
,�
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LEARINGTHE AREA IS TBGRADED AND THEN COMPACOE ,
" i RUM VIBRATORY ROLLER HAVING A MINIMUM TOTAL APPL
, .4, ,t,,"�`,�,"'' "
:,1,�I0, fFICIENT COMPACT]VE EFFORT SHOULD BE APPLIED TO
"Nl**": *MUM DENSITY FOR A DEPTH OF 2�0 FEET AS DET-
,lt1BRATORY COMPACTOR SHOULD MAKE A MINIMUM 0F TW) 1
, , Z,
PING PASSk4tX (6) IN ONE DIRECTION AND SIX (6) IN 4 01A0I,
,"1 ,I -
OVER THE ENrtRE BUILDING AREA. IF ANY TABLE -SOIL l 1
D DURING YHE PREPARATION4. ' -
_
EER, GEOTECHNICAL CONSULTANT OR.OTHER RESPONSIBLE"` 1f"FORMED
i
THE MATTER INVESTIGATEC AND THE PRO " .1 . AND _,,
BACKFILLING SHOULD D WITH -THE i DOLINED #It*. 11 , , ,�l
&I I ON 11 ,
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3
M I
2, EXCAVATION - FOOTINGS .
I
AFTER THE FOOTINGS HAVE BEEN
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EITHER IN
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GROUND, REPRESENTATIVE DENSITY TESTS SHOULD BE TAKEN, THE DENSITY OF THE I II
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MINED BY A.A.S.H.O. T-180.
I
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3, ACKFILLINra
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I .1 I I 11 .I I IF BACKFILL IS TOI I-
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, 1'' I I i1,
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PREPARED AS OU
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FWW'
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Di—secrlov NUMBER
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— SECT/ON NUMBL-R
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SODDED 4&,4DwAuS
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6"Limerock or Coquina Sf7e//
I
COMPOcf Subgrode fo SO% q.q.S,y.TO. TOO proctor
L_ ///_ MOX. Density for 8 "thickness below bottom of Bose.
After fhe stubgre7de, hos been co/npocfed to fhe
required density, fhe subgrode 6/7o// continue to
be rolled bq Cornpocfior7 equiomer7l ono, kept
obove optimum moisture os fhe bose /s opp/ied
ono(compocfeo'.
eTYPICAL RAVC-wAI r CpNSTRUCT/nN
o�
U• K R �
J �L
InV. /O.O
J
.ti
lnsfe// 1Y2w(D) in B.cish 8"PVC
S/rive. Remove Buffio/snf
�ti f�cihf6/ag cone,Rrucf/on.
8x8"r. GONST�. 9"W (Fi (300 �
/ 4X/Ye"T,
902'
r
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6'
sod. SQ6.
LandsG�ir/y P/a/9
Exist. qr.
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bclocu ,/C'P c�Paud .'wcnf
Ex/ef. C.L. Fence
L E G E N D
Symbol Indicating
N./.C. NOT IN CONTRACT
�°
Z
EXISTING GROUND ELEVATION
0
FINISHED FLOOR
N�
Pam' FINISHED GRADE
p
/8.o
FINISHED PAVEMENT GRADE
/3.0
FINISHED CONCRETE GRADE
PAVEMENT TO BE CONSTRUCTED
CONCRETE SIDEWALK (PER ARCHITECTURAL
DRAWINGS)
--Sas SANITARY SEWER SERVICE TO BE CONSTRUCTED
w C'v) PVC DR35
---� DOMESTIC WATER LINE TO BE CONSTRUCTED
Oo
,
W (F) PVC DR21 20OPSI
FIRE PROTECTION WATER MAIN o Z'
R.c.P PVC C900 DR18 150 PSI
REINFORCED CONCRETE YIYE TYPE III J
rC Q.
SEWER CLEAN OUT
0
GATE VALVE TO MATCH WATER LINE z Z Y W
O
U
�hL}� DUCTILE IRON(DI) TEE FITTING WU
NOTE- ALL FITTINGS TYPICALLY ARE DUCTILE 0 O V N
IRON
NOTE: COORDINATE ALL PIPING AND FITTING REQUIREMENTS WITH w
SPECIFICATIONS. a
� o
� o
GENERAL NOTES
a o
� z
w
1. ALL DIMENSIONS & CONDITIONS SHALL BE COORDINATED BY THE
CONTRACTOR. ANY DISCREPANCIES WITH THE ENGINEERING d
DRAWINGS AND THEIR RELATED SPECIFICATIONS SHALL BE RESOLVED
THROUGH THE ENGINEER PRIOR TO THE EXECUTION OF THE WORK.
IN THE EVENT CONFLICTS ARE ENCOUNTERED IN THE FIELD, U
SUCH CONFLICTS SHALL BE SUBMITTED TO THE ENGINEER FOR
RESOLUTION. CONFLICTS SHALL NOT BE RESOLVED BY THE z z ao
CONTRACTOR WITHOUT THE ENGINEER'S APPROVAL. Q
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2. EXISTING UTILITIES THAT THE ENGINEER IS SPECIFICALLY V DLL
AWARE OF ARE SHOWN ON THE DRAWINGS. THERE MAY BE OTHER z
EXISTING UNDERGROUND UTILITY SYSTEM LINES, AND UNDER-
cr GROUND ELECTRICAL SERVICE LINES, IN THE PATH OF THE LLI O
FPROPOSED UTILITY LINES, ALL NOT SHOWN ON THE DRAWINGS. w O ,
G
LUCIE "''TY ENGINEERING CF. ^^ F .;r THE CONTRACTOR SHALL TAKE PRECAUTION TO COORDINATE THE Z
DOCUMENT HAS HEEN c r , n _
LOCATION OF EXISTING UTILITY UNDERGROUND LINES WITH 'R
TY E:JGINEERING REQNRJAEN`SAC�p � �� P�` THE OWNER'S MAINTENANCE STAFF BEFORE DIGGING.Q
AP?RCYc'D - NL'T APPn"OVED "�' 'S A''P "C F7 q� z❑s1ULD Pcl D�_ W
D ACTUAL SITE CGN rE0 H�?tiJ ANy .1-ID Ct ,S, S�CiIONA'r'P,OVAL .SHALL CEASE UNTIL P c ri �'� mEC BY THE COUNTY ENGINEER. LANS HAVE BEEJ P AL DOES NOT RELIEVE THE DESIGNING ENGINSER OF W co oSI2ILITY FOR CORRELATiCNOF A'_L D "nA;:D CONDITICt{S; N(:. Ip. S D'MEN. J w STRJCTOR FROM CONFORLIUG TO ap C `' - J — O
QUIRLMENTS UNLESS SO A. LIC72L ��`- W
NUT Ht,teON arc cD Ir : v P_ >
..,r L,Gi'E�a _
=v
-COUFtiy ENGINEER ,
.-" 6Y
DAIS �/ j
Sta. 27h3o SA . /f /5
CONS rX .61/ S. S, C9� O. 60 % --
SEut/E2 SE,�VlcE _
0
n �
Goc/sT�. Q"W, (o) ki I (2so t)
GONST,e, 8' W, 1w l/55'x
/57'
Remove E'xist.8"PVC S/s,ave
as req'd.
NOTE: Anchor8"x6"T. fo G"V.
w/rssfrmined joint tyoe
f itfin q g
Ex/sf. sumo/�cl S><o�,
O PO I Q
/nV. 7,g3
` Connect fo
Nt.4
ti � VV
Conneci 10 Exi9l.4"G.v. tWw N
Exist. 4" W (o) (PVC) L(�
Ex/s/. G "w (F) (PVC) N O
Conneof
o �?
w
Q
PROJECT N?
85 t (o
SHEET. N°
C-� OF 2
or Cap
front of • p/ucI
scrroN a-8
Carry bearinq aue=face 4 ek-
Soliorgnrouno'• le
V
min
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fi
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r : C8rry bearing surface
= f'?dt+�xx�
v
to So/id9rOund. /8inen.
��
C �,
doves Type Vo/ver3o
(DoviS Me/Qry� Supp/y
w/WATER /eiieredon A:7p
r Fip7i9hed Ord.
CiOr7C. rCbd. Bmlt
0o71e Vo/vo, Use nQ sde'wo/k orwes.
s nperotirc� nut an G"or E3"PVC pi/Cae.
iron body vo/ves
ona✓facand whQer on
6oronze body LA:7A 9
Cement Grout ►
e
ft�R
L"(J Prs-oo� nc ,y
pod. (Poe 3' vIs
a T ...._ ... +S' 9 �AR 4Y W 9 �M T �iifm' �6d �!t ��^ frl' W ` • f
�'ld�:�• r r � -�eG "9.�n' . 9 ro"" r i' i : , 4,� wip 4N&4-m:)
r• Y S
Nkxf^: 5 a
'F rys 4 'f.MC i iSl
*'" h r: U. h rIf
✓ J s
V < m'i�,ta, #.,fie, t,' +. a + '�• ,.u'
s{•ty
r � � Davis Meier Type C..1. Co
�x with L id marked SeWerZ
C�, e a ti
wsa M` 8Yg x a
r� it !;, ��,� ��rh�xi a x '; �r '•
h
Note : Fiir Alydranl fo be ae/ as Fire !/ydrnnt w/M,
CIO$&Meneinaspossib/e
5�/a Va/vegxniM9
unless otherwise noted on \\\
Plan.
A// fit/irrgs to be M&Ob ' '
finished 6"Oa/e valve
Orad� Oela//this shee
Conc.Col/ar
:. `• a
;o:,'O..
----
:!".
-
rhrusl Block F
Thrl/sI Sock
See Getai/
See Da/ai/
Ibis sheet. M
Oo nol b/odk
Ibis sheet.
6•'r�
drainho%,
n
V.: 1
314 Tie Rods (Min. 2) or
M.J. Anchoring Coupling, 15'sq.x 4
Zcu fl. min.
T/e Rods be/weerr valve Cone Pad
Crushed Rock
and F. t/. no/ req o'• unless
or Gravel
specified on plan.
;RE mrvwmr IAISM4LArION
.
r`
"
r`
`
Bstl'td"rr�x.F
IN
!3e//!2•
r/Wished Grade
•
min.
°
^
? <<
u
Compaq Io too /,
density
°
�/1/o
under
sfonesj�
pavement only
ldvwrfhan
1f sheet/nc/ /s used
6' d. in this °
' bsck/•ir/
= C
/Cave in place
�°
below Ibis point —
#
• • ° ° �..�
..
re
en
Compacl to /007
lL^_
densely tv/th /�ghl
;'
comroacfion equip- 1
'
men/ from This /eve/.
.,
, •.
'• ;; ': e
Lrand Tamp to /00% n _
\
No sfones /slyer Than
%2"'dia. /n /h/s backf///.
density -
: •
Compact trench bolj oo
� ir>
i\
6 "min. Max. as r-eq o!
/o reach 04".96/e
to /00% density
fourrdst/an male -ir7r.
Norma/Underbeddin9•�
Oranu/ar Underbeddinc�
Note
GUensity re+erred to above is AASF/TO 799 Pe-oclor rnaxdens.
PIPF 45fe-?,01AI0_jE
rRENCIMIC. DET�4 A
IM
SY t
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PROJECT N4
851ra
SHEET N°
C- 2 OF 2
FPQL POWER
POcC I
l�
CON F1 OM
tic,anoN
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4.AV
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1/z'
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1
I I/2"
I/R�i'
1/2"
I'
I
II W c
MOP 1 i //.21
5/NK. ! 1
1/7-
0
1 \
N.B Lp v.
3/4„ 3)4 ' 1/2„ l
SINK
P;P, [ /ATE 2 I
VALVE
LAV.
PQ ' I
/// MOP I CONnlEcT r" c
5/NK. WATEe SEeV lC
I EXIST'/n/G SY5
II
ru
SEE SrrE PLA
® II ! I
\ SWK' ,I --- --
O
/z„ -4/ \
^j I/,T" ti/ATE.2 HEr�TE2 1
FounrrA�N
w i i I
(oX(o I X10
I(o00 CFM
125 CFM 4w I I 18 X48 RAFB
GRILL
- I TYPICAL OF (2) I _
125 CFM- 4W -
IGOO GFM Q
1 \ p/�
101'0 �ZSO 2 `' ISXI(o CFM-4 CflNN ECT
I
EXIST/Na C04-0
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10 X(o \ 1 / AHU - 1 200 CFM SEE SlrF- Pcgn/. J
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IG UP
l0 (n CC U.
IDE ALIRE V9004D BE // / IUP\ !cx(gE D.
j \ y
too �FM.4�/ W.� o, W w
SERIES WITH 512E / ZSX Ep
NUTONE OT-200
I OCFM-4wQ
�\ \ AND CAPACE ITS ASX
/ IO
_y OX45WD. \ A100 CFMR i T
12X19 1 \ SHOWI�I / 1 r_ V �J
,1 TYPICAL OF(2) � 100 cFM `--- — --- -- — � .� .� J
;..„
g✓6 ,,, - LA✓. L� CO NN EGT /N7b
8X9 12X12 'CONDEN 5 Tg� -----
., ,REFREG ENT �L, EX/ST/NG B��
LINE5 ,FjowN FywM SEE SIrEJ
1 Zoo Lo♦on. \\ w a
8 '!� ax$ - �" ',i ; CONDENSATE LINE 0
j UNDER SLAB To Q
EXTERIOR.
/8 X9 3" WE7- ✓En/T UP LLI H .,
125 CFM- 4W !" _ `• - \ 2/J.p Fw Is
, � ��- 8A'THr200M.
T`/PICAL OF71O 8 } (oxg 150 CFM-+�j GU- I Cl Z
F TYPICAL OF (Z) it
Q w f.: '<` < i 100 CFM-4w-....., '""
o
&o A H B Q w
f r f s I __ 1 —REFRGGERENT LINES UNDER Q Z
SLAB IN Pv.C. CONDUIT-
.r'
TYPICAL _w w
Ui
r IOQ CFM.- cl O
24 X 24 SUPPLY AIR GRILLS / 4w
TO BE METALAIRE 7100 SERIES , .j � Q
WITH CAPACITIES AND DIRECTIONS
AS SHOWN a a F' li
a;r " • cn
W
IL
4 E
0
C L S E P 2 7 1985
FIRST FLOOR MECHANICAL FLOOR PLAN SCALE- 1/4"=1'-0" DATE
PROJECT NO.
r
85079
r
5+I
Mn
y^s
;rIN .;
" REVISIONS
RETURN AIR PLENUM
& A.H.U. SUPPORT
CONDENSATE DRAIN
REFRIGERANT LINE
VERTICAL A.H.U. DETAIL N.T.S.
SUPPLY AIR UNIT SCHEDULE
SYS.
NO.
AHU.
NO
CAPACITY
SUPPLY AM UNIT
REMARKS
SENS
TOTAL
MODEL NO.
CFM
H.P.
HEAT
K
ELEC. REQ.
1,2
1,2
34.6
48.0
Trane BWV 748A100A
1600
1/2
8.64
240
1
60
3,4$;
00
1
240'
WoT� = tie ov+oE �� R-L 9FpTrs �"► -�{� c�Prv�
TW{5 IS ?2 A-iu sµUTpdu►N
CONDENSING UNIT SCHEDULE
SYS.
NO.
CU.
NO.
CONDENSING UNIT
SEER
REMARKS
MODEL NO.
COMPRESSOR
COND. FAN
ELEC. REQ.
No.
FLA 1EAJ
No.
HP 1EAJ
V
PH
I CY
1,2
1,2
Trane BID 748A100A
1
21.2
1
1/3
240
1
60
9.1
3,4
3,4
Trane BID 760A100A
1
28.0
1
113
240
1
60
18.65
1.
PLUMBING FIXTURE SCHEDULE
UNIT
NO,
ITEM
MODEL NO.
MATERIAL
ACCESSORIES
SAN.
TRAP
H.W.
C. W.
P1
Water Closet
American Standard
Vitreous China
Church 5333.224 Seat
3"
-
-
z"
Lexington 2006.014
P2
Lavatory
American Standard
Viterous China
Fittings 2379.018
2"
14"
_2
'22"
0476.028
Aqualyn 0476.028
P3
Sink
Davton DEP2-11515-C
Stainless Steel
2"
1'"
P4
Plop Sink
Florwell 7745.011
Enamal Cast Iron
Fittings 8344.111 w/
3"
3"
Strainer
P5
Drinking
Elkay EHF-8
Stainless Steel
112"
14"
Fountain
P6
Water Heater
Rheem 62MV40D
Class Lined
-
-
3/4"
3/4"
Steel
75 CFM- 4w
3" VENT THKOUGN
200E 3 WASTE 4
DOWN. / t I4X12
�G 9xlo
Y� IOXCo S.W.D.
� I _` 200 CFM
Z,2)x, 1
t Illy
G.D.-g0
CFM- 4w .,.. SIN
t— -i 12Y,10
ZOO CFM- I q
4w 1
10 Xlo 5.v
200 C FN
9 X 10
ZOO CFM - �.
4w
9°a 9Xlo
1 CoX9
12S CFM- 4w
aXs ? �
9Xlo
Ioxe
10 )(Co 5.W C
9 -Zoo CFM
0
F
W�(:,:
M- 4w 'N\
If
IOXloSW.D.-
1 s200 CFM
ZOO CFM- y
�-
9"0 IOX9
9x�
9'yd
\ 1 \i200 CFM-4w
ICoX12
GRILL
TYPICAL OF
( 2)
2Z50 CFM
%
22X14 UP
T
_0 S.W.0. R
125 CF
IAO CFM-4w
X14
ANU-
\ W C.
SECOND FLOOR MECHANICAL FLOOR PLAN SCALE I/4"=I'-O"
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,3 SEP 2 7 1985
DATE
ECT
rn r.
OF
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CON Ou rT TO
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TELEVISION RISER.
$E,e.rlrGE 6e0UN O,
TELEPHONE RISER.
„C„
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METALLIC G.W.P.
uNoEEG2ouNo scooicc ro Fe�E
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WI(31 -3SO MCM CU /�/ EACH.
��TELE✓/SrpN OUTLErs
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L/G Hr/NG CONTACToe - TYP/CAL
of (X)-20A6P-/2oV.
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/ (3) -0 //oTHw/cu
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15
FIRST FLOOR POWER FLOOR PLAN
SCALE - 1/4° = I' — 011
w/
-il
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DATE
PROJECT NO.
85079
REVISIONS
SHEET
E-I
OF
. .-.< , ,-^,:'.v�^,yy k'�. "rd ^ ram. ,"• �. s ;.. �. :. ., ;: �� ,. .>�'c-.��. �,+'!;� T ,. - M n mrmfine�i, ,
i
n
11-OAD E T A" Lighting Panel
RATED VOLTAGE 12u/240 - 10/3W/Sn
LOCATION Electrical Room
�s ,e
RATED AMPS 200
MOUNTING _Svrfarr,
MAIN Lugs
FEEDER CONDUCTORS (3) #1 THW CU
BRANCH POLES 40
1'2"
FEEDER CONDUIT
BRANCH DEVICES Plug -On
MANUFACTURER CAT, NO.
�
LOAD
BRKR
200
O
LOAD
BUS
AMPS
DESCRIPTION
N
JO
Z
I-
Z
Y
(n
_
a
DESCRIPTION
BUS
AMPS
A
BO
F
0.
c>
0
a
�
AO
%)
11
Lighting Bookkeeping lst Floor
20
1
1
2
1
20
Lighting General 1st Floor
lu
x,
6 Lighting Entrance 1st Floor 20 1 3 4 1 20 Lighting General lsr Floor lu
Lighting Dlarketing 1st fl. &--tor. 20 1 5 6 1 20 Li hting Bathroom 1st floor 4
V AMPLiFiE,2 Fbb./ER
10 Lighting walkway 1st floor 20 1 7 $ 1 20 Lighting Electrical Room I OUTLET
Lighting Office 2nd floor 20 1 g 10 1 20 L' ht' G 1 2 d fl
7 Lighting Office 2nd floor 20 1 11
11 Lighting Conference room 2nd floor 20 1__13
8 Lighting Directors office_ -2nd fl. 20 1 15
Landscape Lighting (TCI) 20 1 17
4 Landscape Lighting TCI_ 20 1 19
4 21
4 Site Lighting (TCI) 20 1
23
2 Flagpole (TC2) 20 2 25
Li
TOTAL AMPS BUS A 94 BUS B 83
CONNECTED KVA 22.0
INTERRUPTING RATING 10,000 AIC
rng enera n oor
12 1 20 Lighting Bathroom 2nd floor
74 1 20 Lighting Bathroom 2nd floor
16 1 20 Lighting Mezzanine 2nd floo
18 1 20 Lighting Stair Well
1 20 Soffit Lighting (TC1)
!2 1 20 Entrance Lighting (TC2)
!4
32
38 _
GROUND BUS ❑
KEYED DOOR LATCH ❑
FEED IS TO BE BOTTOM ❑ TOP❑
G F I PROTECTED CIRCUITS
3 u
I
4
B
3 10 O
LOAD E R "B" Power Panel
RATED VOLTAGE 120/240 - 1�/3W/SN
RATED AMPS 200
MAIN Lugs
BRANCH POLES 40
BRANCH DEVICES Plug -On
LOCATION Electrical Room
MOUNTING Surface
FEEDER CONDUCTORS (3)-1/0 Thw Cu.
FEEDER CONDUIT L"
MANUFACTURER CAT. NO.
p
LOAD
BRKR
O
F-
ce
200A
O
F-
U
LOAD
BUS
AMPS
DESCRIPTION
a
TuZZ
w
�
a
°
FFE
DESCRIPTION
BUS
AMPS
A�
B�
AO
BQi
5
Rece tacles
or
Payrolgo
20
1
1
2
1st
Floor
6
Rece tacles
Bookkeeping Floor
20
1
3
4
1
20
General 1st
Floor
9
Rece tacles BookkeFloor
20
1
5
6
1
"'0
-Receptacles
Receptacles Reproduction
1st Flom
8
Receptacles
Entranoor
20
1
7
8
1
20
ReceDtacles Housekeeping
1s Floor
S
Rece-tacles
PIarketloor
20
1
9
10
1
0
-D
R
Receptacles
Storagr
20
1
11
12
-1-
20
Receptacles Floor 1st Floor
6
Receptacles
Office F1.
20
1
13
14
1
20
Receptacles -Bathroom 1st
Floor
6
P,ece tacles
Conference 2nd Floor
20
-
15
16
1
2
_
1
---
1
2O
Refrigerator
3
Kitchenette 2nd Floor
20
20
20
1
1
1
17
19
21
1g
20
Receptacles Entrance lst
Floor
3
12
8
_
Receptacles Office 2nd Floor
30
Gorier lst Floor
6
Receptacles Reproduction 2nd FL
22
24
12
3
Receptacles General
-------
20
1
23
20
Refrigerator-Ind-TToor
---------._..
Receptacles Bathroom 2nd
- ------ ..
Floor
6
3
Sprinkler Time Clock
-
20
---
1
ig
26
20
3
12
Sprinkler Pump
20
2
8
2
30
Copier 2nd Floor
12
29
17
v -
31
32
1
20
Telephone Equipment
6
33
34
1
20
Television EEq ipment
_
3
35
1 1
201
Exterior Receptacle
3
39
38
1
20 1
Exterior Receptacle
13
40
1
TOTAL AMPS BUS A 109 BUS B 104
CONNECTED KVA 76
INTERRUPTING RATING 17000 AIC
GROUND U'US 0
KEYED DOOR LATCH ❑
FEED IS TO BE BOTTOM ❑ TOPE]
G F I PROTECTED CIRCUITS
PA N RP
RATED VOLTAGE
120/240 - 10/3W/SN
RATED AMPS
600
MAIN
Lugs
BRANCH POLES
40
BRANCH DEVICES
Plug-(:�
LOAD
BRKR
US
APS
DESCRIPTION
a
Panel "A" 12 2
AHU #1 60 2
CU #1 (Noncoincident) 40 2
AHU =12 60 2
CL :,2 40 2
TOTAL AMPS BUS A 41�? BUS B 403
CONNECTED KVA 99.0
INTERRUPTING RATING 10,000 AIC
LOCATION Electrical Room
MOUNTING Surface
FEEDER CONDUCTORS (3)-350MCM CU
FEEDER CONDUIT (2)-3" PVC Conduit
MANUFACTURER CAT. NO.
600
0
LOAD
N
F
W a
J
t
DESCRIPTION
1
ir_
U
R
2
4
'
`
50
Panel "B"
6
B
2
80
AHU #3
12
2
60
CU #3 (Noncoincident)
16
2
80
AHU #4
18
2
60
CU #4 (Noncoincident)
GROUND BUS ❑
KEYED DOOR LATCH ❑
FEED IS TO BE BOTTOM ❑ TOP❑
G F I PROTECTED CIRCUITS
B
,26
N,
COPiEE OUTLET-T)Y is AL /
30A - 125124pov oc.YrLE,T
NEMA /4-30 cO^1, Ensoe ArioN
H(_>BBELL 94.30 C>R EOUA4,
T 0 Tv
A H U'*4-
*6 — I ^C
6,8
C
ioo
AIjUW3
NF'Z
FI
a
28, 30
r:V7
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SEP 2 7 1985
D A T.E.-.
I'.
PROJECT NO.
85079
REVISIONS
SHEET
E-2
0F
y
LIGHTING FIXTURE SCHEDULE
LIGHTING FIXTURE SCHEDULE
TYPE
DESCRIPTION
LAMPS
FINISH
MOUNTING
REMARKS
NO
TYPE
WATTS
A
Lithonia 2GT 440 Al2
4
T12CW
40
Recessed
Al
Lithonia 2PM 4GB 440 18
4
T12CW
40
Recessed
Silver Lense
A2
Lithonia 2GT 440 PC1S
4
T12CW
40
Recessed
B
Lithonia 2GS 2U40 Al2
2
T12CW/U
40
Recessed
C
Lithonia C24(!
2
T12CW
T12CW
40
40
Surface
D
Lithonia 4PM 4GB 840 64
8
Surface
Silver Lense
E
Lithonia LB 240 A
2
T12CW
40
Surface
F
Lithonia CB 240 A EL
2
T12CW
40
Surface
G
Lithonia 10970
1
1
Circline
R40
40
150
Bronze
Surface
Surface
H
Halo H1314
I
Lithonia C230
2
T12CW
30
Surface
Recessed
Recessed
Post
Pole
Recessed
J
Halo H7/426
1
R40
150
150
400
175
,.
K
Halo H7/426
1
1
R40
MH
NV
Damp Labe:
Provide 2" Conduit
& Concrete Base for
Support
L
Lithonia IF 400P1 RA 240 1S
Kim B4-202/BPIV 222/PB 12T 5125 Pole
P1
Fixture No. is for
Bidding. Contr. to
match existing.
Provide Brooks AB-B1
Anchor Base
N
Lithonia LH100HN-H03A
1
B17HV
100
Damp Label
EX
Lithonia XS2REL
Surface
ELECTRICAL LEGEND
SYMBOL
DESCRIPTION
S
Single Pole Switch - 15A/120V
S3
Three Way Switch - 15A/120V
Simplex Receptacle - 20A/125V
u�
QD
Duplex Receptacle - 15A/125V
Uuplex Receptacle - 15A/125V - Above Counter-
OJunction
Box - 4" sq. or octagon
tAL_J
Communications Floor Box Steel City 664 w/ 664 CST trim.
[*I-*]
Power. Floor box Steel City 664 w/ 15A/120V receptacle &
664 CST trim
nc
Computer Outlet - See detail
Telephone Outlet located inwall structure
Eh
Disconnect size & type as noted
®
Telephone Equipment Backboard
0
Panel - see schedule for speci.iications
NOTES: Electrical Floor Plans
NUMBER DESCRIPTION
lO Fixture to be on Night Light Circuit.
OProvide Fixture with Emergency Battery Pack.
(D Telephone Junction Box - 4" sq. x 2 1/8" Deep with Single Gang
Plaster Ring & Blank Cover. Provide 3/4" PVC Conduit to Telephone
Service Equipment.
VIA TIMEcLOcK4t 1
✓/A T/MCCLOCK 4 ,Z
zz
K O O
VIA T/MLCLOCLf * I
VIA T/MEGLOCK # I
VIA rII-/EC .0CK * 1 g
CONK EGT �-AN D SCAPE
L /6 HTIN6 TO J-60X.
FIRST FLOOR LIGHTING FLOOR PLAN SCALE. 1/4"= 1'— 0"
A
R.2 V/A 'riM ECLOCK 2
N
N
CO
z,CO
O
CO
CO
N
NO
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co
C7
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LLB
L Z 0
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CO T
.— N
SEP 2 7 t985
TE
rr
ROJECT NO
85079
REVISIONS
SHEET
E-3
AUDIO SYSTEM RISER.
•r
ELECTRICAL LEGEND SoLa„d System
SYMBOL
DESCRIPTION
LJ
Sound System Amplifier
Bogen RM 300B
FM/AM Receiver('Puner-Amplifier,
Provide antenae to match syst (both AM &-.FM)
Sound System Speaker
Soundol er 96-8 enclosure, 81-8 mounting ri6g,
51-8 baffle, and D51-8 speaker. Use the 2`:watt tap.
OVoltune
Control
Soundolier LA-8 mono LPAD.
Wiring to be 18/2 twisted, jacketed pair in '," cuuuuit.
�—
Number of marks denotes number of conductors.
Wh(-� to kx, stranded.
�I
I�
s
N
5
Svc $fib �j
1r J
".1
Im
W
WWII
L
Lj
M
U
Wa
i
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N
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~
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a
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Q-. ",
u(
_
z
Y
a
w
z
a
Z w
� O i